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PROJECT MANUAL
for
INTERIM LIGHT OPERATIONS FACILITY
PROJECT NO. WF-69794/1
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®RKS ANA
CITY OF PORT ANGELES
WASHINGTON
OCTOBER 2007
GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES
STEPHEN P. SPERR, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES
FOR INFORMATION REGARDING THIS PROJECT, CONTACT:
TERRY J. DAHLQUIST, P.E.
CITY OF PORT ANGELES
ELECTRICAL ENGINEERING MANAGER
(360)417-4702
unrurnrT~
1 .,
A~ORla~, EVIrDENCE OF PROPER7Y'1~NS~URANCE DATE MM/DD/YY~
_ w ~ x~ _ . , 12/03/07
THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED, IS IN FORCE, AND CONVEYS ALL THE
RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY.
PRODUCER PH NE 2 5 3 7 5 9- 2 2 0 0
A/C No Ext . COMPANY
Bratrud Middleton nsurance Travera~„r~ce o ny
Brokers, Inc-Tacoma General ('~ ~'~
1201 Pacific Ave, Suite 1000 ~I.3
Tacoma, WA 98402 ~,!
CODE• SUB CODE. 7
DEC ~ O ~OO/
AGENCY
CUSTOMERID#
INSURED LOAN NUM
Hoch Construction Inc. ER 81361
City of Port Angeles EFFEC
and/or Subcontractors ATIMA 12/10/07 04/10/08 CONTINUED UNTIL
TERMINATED IF CHECKED
4201 Tumwater Truck Route THIS REPLACES PRIOR EVIDENCE DATED:
Port An eles, WA 98363-2470
PROPER1YmINFOR~MATION• ~~~ _ _;,~~,~M~ '. _
LOCATION/DESCRIPTION
2007 South "O" Street, Port Angeles, WA 98363
Interim Light Operations Facility
Project WF-69794/1
XCpVERAC~"INF~ORMATIQtV • ~ • ~_ ~ ~„ ~w ....~ ..
rik
COVERAGE/PERILS/FORMS AMOUNTOFINSURANCE DEDUCTIBLE
All Risk, Builder's Risk, Including Earthquake & Flood $190,250 $1,000
Earthquake & Flood Ded (2%/$50,000 Minimum)
o ~ ~ _ ,
REMARKS ~Incluiiing Speciat"conditions) ,
.... ~,
CANCELLATION - -
THE POLICY IS SUBJECT TO THE PREMIUMS, FORMS, AND RULES IN EFFECT FOR EACH POLICY PERIOD. SHOULD THE
POLICY BE TERMINATED, THE COMPANY WILL GIVE THE ADDITIONAL INTEREST IDENTIFIED BELOW 4.5 DAYS
WRITTEN NOTICE, AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT
INTEREST IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW
ADDITIONAL IN~;EREST ; _ _ ,~ ~ - ~ ~ ~ ~.,
NAME AND ADDRESS MORTGAGEE ADDITIONAL INSURED
Clty of Port Angeles LOSS PAYEE X OWNER
P . O . Box 115 0 LOAN #
321 East Fifth Street
Port Angeles , WA 9 8 3 6 2 - 0 217 AUTHORIZED REPRESENTATIVE
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ACOQD~27 (3193) ~ 1 of ~~. ~~ ~ 152 74 ~ ~ `~ ACORD~CORPORATION 199
PROJECT MANUAL
for
INTERIM LIGHT OPERATIONS FACILITY
PROJECT NO. WF-69794/1
J
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~~~RKS ANA v
CITY OF PORT ANGELES
WASHINGTON
OCTOBER 2007
GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES
STEPHEN P. SPERR, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES
Reviewed by:
rte'
P ject ngi eer
~poRrQ~,
' PROJECT MANUAL
' INTERIM LIGHT OPERATIONS FACILITY
Project WF-69794/1
' SCOPE OF WORK
Construct new partitions in existing building to accommodate relocation of the City of
' Port Angeles Public Works and Utilities Department's Light Operations Division. Work
to include new floor slab, lighting, wiring, plumbing, heating-ventilating-air conditioning,
and modifications to existing fire alarm and sprinkler system. No change to the existing
' building footprint is required. All work is located at 2007 S. O Street, in the Airport
Industrial Park, City of Port Angeles.
All work shall be complete according to the attached drawings and technical
specification sections. Section 1 of the 2006 Washington State Department of
Transportation Standard Specifications for Road, Bridge, and Municipal Construction
shall be incorporated into this project manual by reference.
Bid price shall be a lump sum to include all work and material to complete the
' installation, including obtaining ali construction permits and furnishing of all labor, tools,
equipment, and material needed, and removal and proper disposal of material noted to
be removed, except that material which is noted to remain City property.
1
' ADDITIONAL REQUIREMENTS
1. The bid shall be submitted on the attached Bid Form and mailed or delivered to
' the Director of Public Works & Utilities, City of Port Angeles, 321 East Fifth
Street, P. O. Box 1150, Port Angeles, Washington 98362. Questions may be
directed to Terry Dahlquist, at 360-417-4702.
' 2. The most recently issued Washington State Prevailing Wage Rates for Clallam
County, a copy of which is attached to this Project Manual, shall apply to this
' Contract.
3. The bid may be awarded to the lowest responsible bidder from the group of
Small Works Roster contractors asked to bid on this work. If the bid is awarded,
the attached Contract will then be signed, requiring the Contractor to meet the
' requirements in the Contract as well as the entire Project Manual. No bidder will
be permitted to withdraw its bid between the closing time for receipt of bids and
the execution of a Contract, unless the award is delayed for a period exceeding
sixty (60) calendar days.
4. Bids shall be received no later than 2:00 pm, November 16, 2007.
' PW-407_10 [rev. 7/19/07] Small Works Roster Protect Manual Page 1 of 11
5. A Bid Bond for 5% of the bid price shall be included with the bid and guarantee
the bid price for up to 60 days after the opening of the bids.
6. The Contractor shall complete and submit a Performance and Payment Bond for
the full amount of the contract price after the award of the contract.
7. A retainage of 5% will be withheld from payment applications until all deficiencies
identified during the final inspection are corrected.
8. A copy of the Contractor's Certificate of Registration must be submitted with the
bid.
9. Contractor is to mobilize and start work within 10 working days of Notice To
Proceed. Work must be completed by February 22, 2008.
c
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual Page 2 of 11
BID FORM
INTERIM LIGHT OPERATIONS FACILITY
Project WF-69794/1
The bidder hereby bids the following amounts for all work (including labor,
equipment, time and materials) required to perform all work described in the
Contract Documents.
Lump Sum $^ ~S, ~`';,~7 c~
Sales Tax (8.4%) $ / a, ~~
Total Bid $~ ~T ~/~. _S~
The bidder hereby acknowledges that it has received Addenda No(s).~
(Enter "N/A" if none were issued) to this Project Manual.
The name of the bidder submitting this bid and its business phone number and address,
to which address all communications concerned with this bid and with the contract shall
be sent, are listed below.
Bidder's firm name
Complete address '~ ~' ~ ` 1 a ~~~~~e~ ` I tr~u ~. ~ .
(Street address)
f ~ _P S , Q h°x Q 3to
(City) (State) (Zip)
Registration Number ~#~~~ .l~ ['~~~ It~.~~r1 T
UBI Number (~C~~ ~ 3 ~3 ~~ g~
Telephone No. - ~-i ~ ~-~ ~ ~/
Signed by ~
Title ~C'~s~'c~v ___
Printed Name: ~ hrl~~
PW-407_10 [rev 7/19/07] Small Works Roster Project Manual Page 3 of 11
n
BID SECURITY TRANSMITTAL FORM
Herewith find an executed Bid Bond or a deposit in the form of a cashier's check, oostal money order• or other
security in lieu of a bid bond in the amount of $ _ _ '
,which amount is not less than five (5%a) percent of the total bid.
SIGN HERE
' BID BOND
KNOW ALL MEN BY THESE PRESENTS:
' Hoch Insurance Company
That we, Construction, Inc .as Principal and of the West as Surety, aze held and firmly
bound unto the CTTY OF PORT ANGELES as Obligee, in the penal sum of Five_Percent f5~) of Bid
Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, Amount
' administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any awazd to the Principal for:
' INTERIM LIGHT OPERATIONS FACIIITY
PROJECT WF-69794/1
' according to the terms of the bid made by the Principal, and the.Principal shall duly make and enter into a contract
with the Obligee in accordance with the terms of said bid and awazd and shall give bond for the faithful performance
thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and
forfeit to the Obligee [he penal amount of the deposit specified in the advertisement for bids, "then this obligation
' shall be null and void; otherwise it shall be and remain in full force and effect aid the Surety shall forthwith pay and
forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond.
' SIG D, SEALED AND DATED THIS16th_day of November , 2007 .
Hoch Con ruction, Inc.
' Princ' al ~~r' ~ ~v` -
Insu ce may f t e West
Bratrud Middleton Insurance
' Jen e L. Snyde Attorney-in- '
Surety Fact Agent
11820 Northup `vJay ~6E-130 1201 Pacific Ave.,_Suite 1000
' Bellevue, WA 98005 Tacoma, WA 98402-4321
Surety address Agent Address
' Ed Bennett (425) 803-9800 _ Jennifer L. Snyder (253) 759-2200
Surety-Contact and Phone Number Agent Contact and Phone Number
Dated:
Received return of deposit in the sum of $
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual
Page 4 of 11
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PUBLIC WORKS
CONTRACT
This Contract is made and entered into in duplicate this ay of , 2007,
by and between the City of Port Angeles, anon-charter code city of the Stat f Washington,
hereinafter referred to as "the City", and Hoch Construction, Inc., a Washington corporation,
hereinafter referred to as "the Contractor".
' WITNESSETH:
' Whereas, the City desires to have certain public work performed as hereinafter set forth,
requiring specialized skills and other supportive capabilities; and
Whereas, the Contractor represents that it is qualified and possesses sufficient skills and
the necessary capabilities to perform the services set forth in this Contract.
' NOW, THEREFORE, in consideration of the terms, conditions, and agreements
contained herein, the parties hereto agree as follows:
' 1. Scope of Work.
The Contractor shall do all work and furnish all tools, materials, and equipment in order
' to accomplish the following project:
INTERIM LIGHT OPERATIONS FACILITY
' PROJECT WF-69794/1
' in accordance with and as described in this Contract and the Project Manual, which include the
attached plans and scope of work, and shall perform any alterations in or additions to the work
provided under this Contract and every part thereof. The Contractor shall provide and bear the
' expense of all equipment, work, and labor of any sort whatsoever that may be required for the
transfer of materials and for constructing and completing the work provided for in this Contract,
except as may otherwise be provided in the Project Manual.
' 2. Time for Performance and Liquidated Damages.
' a. Time is of the essence in the performance of this Contract and in adhering to the
time frames specified herein. The Contractor shall commence work within 10
working days of Notice to Proceed, and said work shall be substantially
' completed by February 22, 2008, unless a different time frame is expressly
provided in writing by the City.
b. If said work is not substantially complete by February 22, 2008, the Contractor
maybe required at the City's sole discretion to pay to the City liquidated damages
including all costs for the City to temporarily relocate personnel to another facility
until completion, unless an extension is granted by the City with the approval of
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual Page 5 of 11
the building owner.
3. Compensation and Method of Payment. t
a. The City shall pay the. Contractor for work performed under this Contract as
detailed in the bid, at the completion of work and submission of a detailed '
invoice.
b. Payments for any alterations in or additions to the work provided under this '
Contract shall be on a negotiated time and materials basis.
4. Independent Contractor Relationship.
The relationship created by this Contract is that of independent contracting entities. No
agent, employee, servant, or representative of the Contractor shall be deemed to be an employee,
agent, servant, or representative of the City, and the employees of the Contractor are not entitled
to any of the benefits the City provides for its employees. The Contractor shall be solely and
entirely responsible for its acts and the acts of its agents, employees, servants, subcontractors, or
representatives during the performance of this Contract. The Contractor shall assume full
responsibility for payment of all wages and salaries and all federal, state, and local taxes or
contributions imposed or required, including, but not limited to, building permits, unemployment
insurance, workers compensation insurance, social security, and income tax withholding.
5. Prevailing Wage Requirements.
The Contractor shall comply with applicable prevailing wage requirements of the
Washington State Department of Labor & Industries, as set forth in Chapter 39.12 RCW and
Chapter 296-127 WAC. The Contractor shall document compliance with said requirements and
shall file with the City appropriate affidavits, certificates, and/or statements of compliance with
the State prevailing wage requirements. The Washington State Prevailing Wage Rates For
Public Works Contracts, Clallam County, incorporated in this Contract have been established by
the Department of Labor & Industries and are included as an Attachment to this Contract. The
Contractor shall also ensure that any subcontractors or agents of the Contractor shall comply
with the prevailing wage and documentation requirements as set forth herein.
6. Indemnification and Hold Harmless.
a. The Contractor shall defend, indemnify, and hold harmless the City, its officers,
officials, employees, and volunteers against and from any and all claims, injuries,
damages, losses, or suits, including attorney fees, arising out of or in connection
with the performance of this Contract, except for injuries and damages caused by
the sole negligence of the City.
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual Page 6 of 11 '
b. Should a court of competent jurisdiction determine that this Contract is subject to
RCW 4.24.115, then, in the event of liability for damages arising out of bodily
injury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, and volunteers, the Contractor's liability hereunder shall be only to
the extent of the Contractor's negligence. It is further specifically and expressly
understood that the indemnification provided herein constitutes the Contractor's
waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the
purposes of this indemnification. This waiver has been mutually negotiated by
the parties. The provisions of this section shall survive the expiration or
termination of this Contract.
7. Insurance.
The Contractor shall procure and maintain for the duration of the Contract, insurance
against claims for injuries to persons or damage to property which may arise from or in
connection with the performance of the work hereunder by the Contractor, their agents,
representatives, employees or subcontractors. Failure by the Contractor to maintain the
insurance as required shall constitute a material breach of contract upon which the City may,
after giving five working days notice to the Contractor to correct the breach, immediately
terminate the Contract or at its discretion, procure or renew such insurance and pay any and all
premiums in connection therewith, with any sums so expended to be repaid to the City on
demand, or at the sole discretion of the City, off set against funds due the Contractor from the
City.
a. Minimum Scope of Insurance
The Contractor shall obtain insurance of the types described below:
Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles. Coverage shall be written on Insurance Services Office
(ISO) form CA 00 O1 or a substitute form providing equivalent liability
coverage. If necessary, the policy shall be endorsed to provide contractual
liability coverage.
ii. Commercial General Liability insurance shall be written on ISO
occurrence form CG 00 O1 and shall cover liability arising from premises,
operations, stop gap liability, independent contractors, products-completed
operations, personal injury and advertising injury, and liability assumed
under an insured contract. The Commercial General Liability insurance
shall be endorsed to provide the Aggregate Per Project Endorsement ISO
form CG 25 03 11 85. There shall be no endorsement or modification of
the Commercial General Liability insurance for liability arising from
explosion, collapse or underground property damage. The City shall be
named as an insured under the Contractor's Commercial General Liability
insurance policy with respect to the work performed for the City using
' PW-407_10 [rev. 7/19/07] Small Works Roster Protect Manual Page 7 of 11
ISO Additional Insured endorsement CG 20 10 10 O1 and Additional
Insured-Completed Operations endorsement CG 20 37 10 O1 or substitute
endorsements providing equivalent coverage.
b.
iii. Workers' Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
iv. Builders Risk insurance covering interests of the City, the Contractor,
Subcontractors, and Sub-contractors in the work. Builders Risk insurance
shall be on a all-risk policy form and shall insure against the perils of fire
and extended coverage and physical loss or damage including flood and
earthquake, theft, vandalism, malicious mischief, collapse, temporary
buildings and debris removal. This Builders Risk insurance covering the
work will have a deductible of $5,000 for each occurrence, which will be
the responsibility of the Contractor. Higher deductibles for floor and
earthquake perils may be accepted by the City upon written request by the
Contractor and written acceptance by the City. Any increased deductibles
accepted by the City will remain the responsibility of the Contractor. The
Builders Risk insurance shall be maintained until final acceptance of the
work by the City.
Minimum Amounts of Insurance
The Contractor shall maintain the following insurance limits:
i. Automobile Liabilitv insurance with a minimum combined single limit for
bodily injury and property damage of $1,000,000 per accident. '
ii. Commercial General Liabilitv insurance shall be written with limits no
less than $3,000,000 each occurrence, $3,000,000 general aggregate and a ,
$3,000,000 products-completed operations aggregate limit.
iii. Builders Risk insurance shall be written in the amount of the completed '
value of the project with no coinsurance provisions.
c. Other Insurance Provisions '
The insurance policies are to contain, or be endorsed to contain, the following provisions
for Automobile Liability and Commercial General Liability insurance. '
i. The Contractor's insurance coverage shall be primary insurance as respect
to the City. Any insurance, self-insurance, or insurance pool coverage '
maintained by the City shall be in excess of the Contractor's insurance and
shall not contribute with it.
ii. The Contractor's insurance shall not be cancelled or reduced as to ,
coverage by either party, except after forty-five (45) days prior written '
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manuai Page 8 of 11 ,
notice by certified mail, return receipt requested, has been given to the
City.
d. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of not less than
A:VII.
e. Verification of Coverage
The Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, including but not necessarily limited to the additional insured
endorsement, evidencing the Automobile Liability and Commercial General Liability
insurance of the Contractor before commencement of the work. Before any exposure to
loss may occur, the Contractor shall file with the City a copy of the Builders Risk
insurance policy that includes all applicable conditions, exclusions, definitions, terms and
endorsements related to this project.
f. Contractor's Insurance For Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or
motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or
contractors as well as to any temporary structures, scaffolding and protective fences.
g. Waiver of Subrogation
The Contractor and the City waive all rights against each other, any of their
Subcontractors, Subcontractors, agents and employees, each of the other, for damages
caused by fire or other perils to the extent covered by Builders Risk insurance or other
property insurance obtain pursuant to the Insurance Requirements Section of this
Contract or other property insurance applicable to the work. The policies shall provide
such waivers by endorsement or otherwise.
8. Compliance with Laws.
a. The Contractor shall comply with all applicable federal, state, and local laws,
including regulations for licensing, certification, and operation of facilities and
programs, and accreditation and licensing of individuals, and any other standards
or criteria as set forth in the Project Manual.
b. The Contractor shall pay any applicable business and permit fees and taxes which
may be required for the performance of the work.
c. The Contractor shall comply with all legal and permitting requirements as set
forth in the Project Manual.
' PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual Page 9 of 11
9. Non-discrimination.
The parties shall conduct their business in a manner which assures fair, equal and
nondiscriminatory treatment of all persons, without respect to race, creed, color, sex, Vietnam
era veteran status, disabled veteran condition, physical or mental handicap, or national origin,
and, in particular:
a. The parties will maintain open hiring and employment practices and will welcome
applications for employment in all positions from qualified individuals who are
members of the above-stated minorities.
b. The parties will comply strictly with all requirements of applicable federal, state
or local laws or regulations issued pursuant thereto, relating to the establishment
of nondiscriminatory requirements in hiring and employment practices and
assuring the service of all patrons and customers without discrimination with
respect to the above-stated minority status.
10. Assi n~ent.
a. The Contractor shall not assign this Contract or any interest herein, nor any
money due to or to become due hereunder, without first obtaining the written
consent of the City, nor shall the Contractor subcontract any part of the services to
be performed hereunder without first obtaining the consent of the City.
b. The Contractor hereby assigns to the City any and all claims for overcharges
resulting from antitrust violations as to goods and materials purchased in
connection with this Contract, except as to overcharges resulting from antitrust
violations commencing after the date of the bid or other event establishing the
price of this Contract. In addition, the Contractor warrants and represents that
each of its suppliers and subcontractors shall assign any and all such claims for
overcharges to the City in accordance with the terms of this provision. The
Contractor further agrees to give the City immediate notice of the existence of any
such claim.
11. Contract Administration.
This Contract shall be administered by ~ on behalf of the
Contractor, and by Terry Dahlquist, Electrical E gineeri Manager, on behalf of the City. Any
written notices required by the terms of this Contracts all be served or mailed to the following
addresses:
Contractor: City:
Hoch Construction, Inc. City of Port Angeles
4201 Tumwater Truck Rt. P.O. Box 1150
Port Angeles, WA 98363 321 East Fifth Street
Port Angeles, WA 98362-0217
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual Page 10 of 11
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12. Interoretation and Venue.
This Contract shall be interpreted and construed in accordance with the laws of the State
of Washington. The venue of any litigation between the parties regarding this Contract shall be
Clallam County, Washington.
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed
the day and year first set forth above.
CONTRACTOR: CITY OF PORT ANGELES:
By:
f Contractor
By: ~ ~ ayor
~.e. r ~n . Nv ~l-~
App'oved as to Form
Title:
i ~ f
L~~
City Attorney
Attest:
City Cl
PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual
Page 11 of 11
State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section -Telephone (360) 902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits.
On public works projects, workers' wage and benefit rates must add to not less than this total A beef description
of overtime calculation regwrements is provided on the Benefit Code Key
ASBESTOS ABATEMENT WORKERS
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
JOURNEY LEVEL $36.24 1H 5D
BOILERMAKERS
JOURNEY LEVEL $47.47 1C 5N
BRICK AND MARBLE MASONS
JOURNEY LEVEL $43 75 1M 5A
CABINET MAKERS (IN SHOP
JOURNEY LEVEL $14.67 1
CARPENTERS
ACOUSTICAL WORKER $43.91 1M 5D
BRIDGE, DOCK AND WARF CARPENTERS $43 75 1M 5D
CARPENTER $43 75 1 M 5D
CREOSOTED MATERIAL $43 85 1M 5D
DRYWALL APPLICATOR $43.79 1 M 5D
FLOOR FINISHER $43.75 1M 5D
FLOOR LAYER $43 75 1 M 5D
FLOOR SANDER $43.75 1 M 5D
MILLWRIGHT AND MACHINE ERECTORS $44.75 1M 5D
PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $43 95 1M 5D
SAWFILER $43 75 1M 5D
SHINGLER $43.75 1M 5D
STATIONARY POWER SAW OPERATOR $43 75 1M 5D
STATIONARY WOODWORKING TOOLS $43.75 1M 5D
CEMENT MASONS
JOURNEY LEVEL $36.24 1H 5D
DIVERS & TENDERS
DIVER $85.75 1 M 5D
DIVER TENDER $44 22 1 M 5D
DREDGE WORKERS
ASSISTANT ENGINEER $44.59 1T 5D
ASSISTANT MATE (DECKHAND) $44.08 1T 5D
BOATMEN $44.59 1T SD
ENGINEER WELDER $44.64 1T SD
LEVERMAN, HYDRAULIC $46 21 1T 5D
MAINTENANCE $44.08 1T 5D
MATES $44 59 1T 5D
OILER $44.21 1T 5D
DRYWALL TAPERS
JOURNEY LEVEL $43 59 1E 5P
ELECTRICAL FIXTURE MAINTENANCE WORKERS
JOURNEY LEVEL $9 37 1
8A
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CLALLAM COUNTY
Effective 08-31-07
*********************,~x*********~**~~r**********~*~~*****************~**~~********~***************,~~r~**~**
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
ELECTRICIANS -INSIDE
CABLE SPLICER $55.05 1 D 5A
CABLE SPLICER (TUNNEL) $58 86 1D 5A
CERTIFIED WELDER $53 16 1D 5A
CERTIFIED WELDER (TUNNEL) $57.15 1D 5A
CONSTRUCTION STOCK PERSON $27 32 1D 5A
JOURNEY LEVEL $51.25 1D 5A
JOURNEY LEVEL (TUNNEL) $55.05 1 D 5A
ELECTRICIANS -MOTOR SHOP
CRAFTSMAN $15 37 2A 6C
JOURNEY LEVEL $14.69 2A 6C
ELECTRICIANS - POWERLINE CONSTRUCTION
CABLE SPLICER $54 37 4A 5A
CERTIFIED LINE WELDER $49.64 4A 5A
GROUNDPERSON $35 93 4A 5A
HEAD GROUNDPERSON $37.89 4A 5A
HEAVY LINE EQUIPMENT OPERATOR $49.64 4A 5A
JACKHAMMER OPERATOR $37 89 4A 5A
JOURNEY LEVEL LINEPERSON $49 64 4A 5A
LINE EQUIPMENT OPERATOR $42.27 4A 5A
POLE SPRAYER $49.64 4A 5A
POWDERPERSON $37.89 4A 5A
ELECTRONIC TECHNICIANS
ELECTRONIC TECHNICIANS JOURNEY LEVEL $12 07 1
ELEVATOR CONSTRUCTORS
MECHANIC $57.88 4A 60
MECHANIC IN CHARGE $63.45 4A 60
FABRICATED PRECAST CONCRETE PRODUCTS
ALL CLASSIFICATIONS $13 50 1
FENCE ERECTORS
FENCE ERECTOR $13.80 ~
FENCE LABORER $11 60 ~
FLAGGERS
JOURNEY LEVEL $31.01 1H 5D
GLAZIERS
JOURNEY LEVEL $43 76 1H 5G
HEAT & FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC $4613 1S 5J
HEATING EQUIPMENT MECHANICS
MECHANIC $16.00 1
HOD CARRIERS & MASON TENDERS
JOURNEY LEVEL $36.75 1 H 5D
INDUSTRIAL ENGINE AND MACHINE MECHANICS
MECHANIC $15 65 ~
INDUSTRIAL POWER VACUUM CLEANER
JOURNEY LEVEL $9.10 ~
INLAND BOATMEN
CAPTAIN $59 22 ~
COOK $34 81 ~
DECKHAND $34.52 ~
ENGINEER/DECKHAND $58 62 1
MATE, LAUNCH OPERATOR $50.20 ~
Page 2
~ r
CLALLAM COUNTY
' Effective 08-31-07
(See Benefit Code Key)
Over
'
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
INSPECTION/CLEANING/SEALING OF SEWER 8 WATER SYSTEMS BY
'
REMOTE CONTROL
CLEANER OPERATOR, FOAMER OPERATOR $g 73 1
GROUT TRUCK OPERATOR $11 48 1
HEAD OPERATOR $12 78 1
TECHNICIAN $7 93 1
TV TRUCK OPERATOR $10.53 1
INSULATION APPLICATORS
' JOURNEY LEVEL $20 50 1
IRONWORKERS
JOURNEY LEVEL $47.92 1 O 5A
LABORERS
'
ASPHALT RAKER $36 75 1H SD
BALLAST REGULATOR MACHINE $36 24 1 H 5D
BATCH WEIGHMAN $31.01 1H 5D
' BRUSH CUTTER $36 24 1 H 5D
BRUSH HOG FEEDER $36.24 1H 5D
BURNERS $36.24 1H 5D
CARPENTER TENDER $36 24 1H 5D
'
CASSION WORKER $37.20 1H SD
CEMENT DUMPER/PAVING $36.75 1H 5D
CEMENT FINISHER TENDER $36.24 1 H 5D
' CHANGE-HOUSE MAN OR DRY SHACKMAN $36.24 1 H 5D
CHIPPING GUN (OVER 30 LBS) $36.75 1H 5D
CHIPPING GUN (UNDER 30 LBS) $36 24 1H 5D
CHOKER SETTER $36 24 1 H 5D
CHUCK TENDER $36.24 1 H SD
CLEAN-UP LABORER $36.24 1H 5D
CONCRETE DUMPER/CHUTE OPERATOR $36 75 1H 5D
' CONCRETE FORM STRIPPER $36 24 1 H 5D
CONCRETE SAW OPERATOR $36 75 1 H 5D
CRUSHER FEEDER $31.01 1 H 5D
CURING LABORER $36.24 1H 5D
'
DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $36 24 1H 5D
DITCH DIGGER $36 24 1H 5D
DIVER $3720 1H SD
DRILL OPERATOR (HYDRAULIC, DIAMOND) $36 75 1 H 5D
DRILL OPERATOR, AIRTRAC $37.20 1 H 5D
DUMPMAN $36.24 1 H 5D
EPOXY TECHNICIAN $36 24 1 H 5D
'
EROSION CONTROL WORKER $36 24 1H 5D
FALLER/BUCKER, CHAIN SAW $36 75 1 H 5D
FINAL DETAIL CLEANUP (i a ,dusting, vacuuming, ~nnndow cleaning, NOT $28.45 1 H 5D
construction debns cleanup)
'
FINE GRADERS $36 24 1H 5D
FIRE WATCH $31 01 1H 5D
FORM SETTER $36.24 1H 5D
' GABION BASKET BUILDER $36.24 1H 5D
GENERAL LABORER $36 24 1 H 5D
GRADE CHECKER & TRANSIT PERSON $36.75 1 H 5D
GRINDERS $3624 1H 5D
'
GROUT MACHINE TENDER $36 24 1H 5D
Page 3
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
GUARDRAIL ERECTOR $36.24 1H 5D
HAZARDOUS WASTE WORKER LEVEL A $37 20 1 H 5D
HAZARDOUS WASTE WORKER LEVEL B $36 75 1H 5D
HAZARDOUS WASTE WORKER LEVEL C $36 24 1H 5D
HIGH SCALER $3720 1H 5D
HOD CARRIER/MORTARMAN $36 75 1 H 5D
JACKHAMMER $36.75 1 H 5D
LASER BEAM OPERATOR $36.75 1H SD
MANHOLE BUILDER-MUDMAN $36.75 1H 5D
MATERIAL YARDMAN $36 24 1 H 5D
MINER $37 20 1 H 5D
NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $36.75 1H 5D
PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE,
SHOTCRETE, WATER BLASTER
PAVEMENT BREAKER $36.75 1 H 5D
PILOT CAR $31 01 1 H 5D
PIPE POT TENDER $36 75 1 H 5D
PIPE RELINER (NOT INSERT TYPE) $36.75 1 H 5D
PIPELAYER & CAULKER $36.75 1H 5D
PIPELAYER & CAULKER (LEAD) $37.20 1H 5D
PIPEWRAPPER $36.75 1H 5D
POT TENDER $36 24 1 H 5D
POWDERMAN $37.20 1H 5D
POWDERMANHELPER $3624 1H 5D
POWERJACKS $36 75 1H 5D
RAILROAD SPIKE PULLER (POWER) $36 75 1 H 5D
RE-TIMBERMAN $37.20 1H 5D
RIPRAP MAN $36.24 1H 5D
RODDER $36 75 1H 5D
SCAFFOLD ERECTOR $36.24 1H 5D
SCALE PERSON $36.24 1 H SD
SIGNALMAN $36 24 1 H 5D
SLOPER (OVER 20") $36 75 1 H 5D
SLOPER SPRAYMAN $36 24 1 H 5D
SPREADER (GLARY POWER OR SIMILAR TYPES) $36 75 1H 5D
SPREADER (CONCRETE) $36.75 1H 5D
STAKE HOPPER $36 24 1 H 5D
STOCKPILER $3624 1H 5D
TAMPER & SIMILAR ELECTRIC, AIR & GAS $36 75 1 H 5D
TAMPER (MULTIPLE & SELF PROPELLED) $36 75 1H 5D
TOOLROOM MAN (AT JOB SITE) $36.24 1H 5D
TOPPER-TAILER $36.24 1H 5D
TRACK LABORER $36.24 1H 5D
TRACK LINER (POWER) $36.75 1 H 5D
TRUCK SPOTTER $36.24 1 H 5D
TUGGER OPERATOR $36.75 1 H 5D
VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $36.24 1H 5D
VIBRATOR $36 75 1H 5D
VINYL SEAMER $36 24 1 H 5D
WELDER $3624 1H SD
WELL-POINT LABORER $36 75 1 H 5D
Page 4
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
LABORERS -UNDERGROUND SEWER & WATER
GENERAL LABORER $36 24 1 H 5D
PIPE LAYER $36 75 1H 5D
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS $12.89 1
' LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $12.89 1
LANDSCAPING OR PLANTING LABORERS $12 89 1
LATHERS
t JOURNEY LEVEL $43 79 1M 5D
METAL FABRICATION (IN SHOP)
FITTER/WELDER $15.16 1
LABORER $9.50 1
MACHINE OPERATOR $26 90 1
PAINTER $11.41 1
PAINTERS
' JOURNEY LEVEL $33.16 26 5A
PLASTERERS
JOURNEY LEVEL $25 83 1
PLAYGROUND & PARK EQUIPMENT INSTALLERS
' JOURNEY LEVEL $7.93 1
PLUMBERS 8 PIPEFITTERS
JOURNEY LEVEL $56 34 1G 5A
' POWER EQUIPMENT OPERATORS
ASSISTANT ENGINEERS $42 14 1T 5D 8L
BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $44.92 1T 5D 8L
BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $45.41 1T 5D 8L
' BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $45.96 1T 5D 8L
BACKHOES, (75 HP 8~ UNDER) $44 50 1T 5D 8L
BACKHOES, (OVER 75 HP) $44.92 1T 5D 8L
BARRIER MACHINE (ZIPPER) $44.92 1T 5D 8L
BATCH PLANT OPERATOR, CONCRETE $44.92 1T 5D 8L
BELT LOADERS (ELEVATING TYPE) $44 50 1T 5D 8L
BOBCAT (SKID STEER) $42 14 1T 5D 8L
' BROOMS $42.14 1 T 5D 8L
BUMP CUTTER $44.92 1T 5D 8L
CABLEWAYS $45 41 1T 5D 8L
' CHIPPER $44.92 1T 5D 8L
COMPRESSORS $42.14 1T 5D 8L
CONCRETE FINISH MACHINE -LASER SCREED $42.14 1T 5D 8L
CONCRETE PUMPS $44 50 1T SD SL
' CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44 92 1T 5D 8L
CONVEYORS $44 50 1T 5D 8L
CRANES, THRU 19 TONS, WITH ATTACHMENTS $44 50 1T SD 8L
' CRANES, 20 - 44 TONS, WITH ATTACHMENTS $44.92 1T 5D 8L
CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $45.41 1T 5D 8L
WITH ATACHMENTS)
CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $45.96 1T 5D 8L
' WITH ATTACHMENTS)
CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $46.53 1T 5D 8L
WITH ATTACHMENTS)
CRANES, A-FRAME, 10 TON AND UNDER $42
14 1T 5D 8L
CRANES, A-FRAME, OVER 10 TON .
$44.50 1T 5D 8L
Page 5
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $47 09 1T 5D 8L
ATTACHMENTS
CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $44 92 1 T 5D 8L
CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $45.41 1T 5D 8L
CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $45.96 1T 5D 8L
CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $45.96 1T 5D 8L
CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $46 53 1T 5D 8L
CRUSHERS $44 92 1T 5D 8L
DECK ENGINEER/DECK WINCHES (POWER) $44.92 1T 5D 8L
DERRICK, BUILDING $45.41 1T 5D 8L
DOZERS, D-9 & UNDER $44 50 1T 5D 8L
DRILL OILERS -AUGER TYPE, TRUCK OR CRANE MOUNT $44 50 1T 5D 8L
DRILLING MACHINE $44 92 1T 5D 8L
ELEVATOR AND MANLIFT, PERMANENT AND SHAFT-TYPE $42.14 1T 5D 8L
EQUIPMENT SERVICE ENGINEER (OILER) $44.50 1T 5D 8L
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44 92 1T 5D 8L
FORK LIFTS, (3000 LBS AND OVER) $44.50 1T 5D 8L
FORK LIFTS, (UNDER 3000 LBS) $42.14 1T 5D 8L
GRADE ENGINEER $44 50 1T 5D 8L
GRADECHECKER AND STAKEMAN $42 14 1T 5D 8L
GUARDRAIL PUNCH $44 92 1T 5D 8L
HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $44.50 1T 5D 8L
HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 1T 5D SL
HORIZONTAUDIRECTIONAL DRILL OPERATOR $44 92 1T 5D 8L
HYDRALIFTS/BOOM TRUCKS (10 TON 8, UNDER) $42 14 1T 5D 8L
HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) $44.50 1T 5D 8L
LOADERS, OVERHEAD (6 YD UP TO 8 YD) $45.41 1T 5D 8L
LOADERS, OVERHEAD (8 YD & OVER) $45.96 1T 5D 8L
LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $44 92 1T 5D 8L
LOCOMOTIVES, ALL $44 92 1T 5D 8L
MECHANICS, ALL $45.41 1T 5D 8L
MIXERS, ASPHALT PLANT $44.92 1T 5D 8L
MOTOR PATROL GRADER (FINISHING) $44 92 1T 5D 8L
MOTOR PATROL GRADER (NON-FINISHING) $44 50 1T 5D 8L
MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $45 41 1T 5D 8L
OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $42 14 1T 5D 8L
OPERATOR
PAVEMENT BREAKER $42.14 iT 5D 8L
PILEDRIVER (OTHER THAN CRANE MOUNT) $44.92 1T 5D 8L
PLANT OILER (ASPHALT, CRUSHER) $44.50 1T 5D 8L
POSTHOLE DIGGER, MECHANICAL $42 14 1T 5D 8L
POWER PLANT $42.14 1T 5D 8L
PUMPS, WATER $42.14 1T 5D 8L
QUAD 9, D-10, AND HD-41 $45.41 1T 5D 8L
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45 41 1T 5D 8L
EQUIP
RIGGER AND BELLMAN $42 14 1T 5D 8L
ROLLAGON $45 41 1T 5D 8L
ROLLER, OTHER THAN PLANT ROAD MIX $42.14 1T 5D 8L
ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $44.50 1T 5D 8L
ROTO-MILL, ROTO-GRINDER $44 92 1T 5D 8L
SAWS, CONCRETE $44.50 1T 5D 8L
Page 6
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
' PREVAILING Time Holiday Note
Classification WAGE Code Code Code
SCRAPERS -SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $44.92 1T 5D 8L
' OFF-ROAD EQUIPMENT (UNDER 45 YD)
SCRAPERS -SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $45.41 1T 5D 8L
OFF-ROAD EQUIPMENT (45 YD AND OVER)
SCRAPERS, CONCRETE AND CARRY ALL $44.50 1T 5D 8L
SCREED MAN $44.92 1T 5D 8L
SHOTCRETE GUNITE $42 14 1T 5D 8L
SLIPFORM PAVERS $45.41 1T 5D 8L
SPREADER, TOPSIDE OPERATOR - BLAW KNOX $44.92 1T 5D 8L
' SUBGRADE TRIMMER $44.92 1T 5D 8L
TOWER BUCKET ELEVATORS $44 50 1T 5D 8l
TRACTORS, (75 HP & UNDER) $44.50 1T SD 8L
TRACTORS, (OVER 75 HP) $44.92 1T 5D 8L
TRANSFER MATERIAL SERVICE MACHINE $44.92 1T 5D 8L
TRANSPORTERS, ALL TRACK OR TRUCK TYPE $45 41 1T 5D 8L
TRENCHING MACHINES $44.50 1T 5D 8L
' TRUCK CRANE OILER/DRIVER (UNDER 100 TON) $44 50 1T 5D 8L
TRUCK CRANE OILER/DRIVER (100 TON & OVER) $44 92 1T 5D 8L
TRUCK MOUNT PORTABLE CONVEYER $44.92 1T 5D SL
' WHEEL TRACTORS, FARMALL TYPE $42.14 1T 5D 8L
YO YO PAY DOZER $44 92 1T 5D 8L
POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER 8 WATER
(SEE POWER EQUIPMENT OPERATORS)
' POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE $35.62 4A 5A
SPRAY PERSON $33 82 4A 5A
' TREE EQUIPMENT OPERATOR $34.27 4A 5A
TREE TRIMMER $31 88 4A 5A
TREE TRIMMER GROUNDPERSON $24.03 4A 5A
REFRIGERATION & AIR CONDITIONING MECHANICS
' MECHANIC $27 68 1
RESIDENTIAL BRICK lt< MARBLE MASONS
JOURNEY LEVEL $43 75 1M 5A
' RESIDENTIAL CARPENTERS
JOURNEY LEVEL $17.85 1
RESIDENTIAL CEMENT MASONS
JOURNEY LEVEL $25 63 1
' RESIDENTIAL DRYWALL TAPERS
JOURNEY LEVEL $18.00 1
RESIDENTIAL ELECTRICIANS
' JOURNEY LEVEL $27.78 1
RESIDENTIAL GLAZIERS
JOURNEY LEVEL $21.36 1
RESIDENTIAL INSULATION APPLICATORS
' JOURNEY LEVEL $g 86 1
RESIDENTIAL LABORERS
JOURNEY LEVEL $18 08 1
' RESIDENTIAL PAINTERS
JOURNEY LEVEL $15.97 1
RESIDENTIAL PLUMBERS & PIPEFITTERS
~ JOURNEY LEVEL $14 60 1
Page 7
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
RESIDENTIAL REFRIGERATION 8~ AIR CONDITIONING MECHANICS
JOURNEY LEVEL $54 01 1G 5A
RESIDENTIAL SHEET METAL WORKERS
JOURNEY LEVEL (FIELD OR SHOP) $33.04 1E 6L
RESIDENTIAL SOFT FLOOR LAYERS
JOURNEY LEVEL $10.88 1
RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTIOND
JOURNEY LEVEL $19.67 1
ROOFERS
JOURNEY LEVEL $20 51 1
USING IRRITABLE BITUMINOUS MATERIALS $39 78 1R 5A
SHEET METAL WORKERS
JOURNEY LEVEL (FIELD OR SHOP) $51.97 1E 6L
SHIPBUILDING 8 SHIP REPAIR
BOILERMAKER $31.46 1 H 6W
HEAT & FROST INSULATOR $46 13 1S 5J
LABORER $12.16 1
MACHINIST $17 16 1
SHIPFITTER $14 66 1
WELDER/BURNER $14 66 1
SIGN MAKERS & INSTALLERS (ELECTRICAL
JOURNEY LEVEL $19 29 1
SIGN MAKERS & INSTALLERS (NON-ELECTRICAL)
JOURNEY LEVEL $12 15 1
SOFT FLOOR LAYERS
JOURNEY LEVEL $36 08 1 B 5A
SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL $10 31 1 B 50
SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL $19 67 1
STAGE RIGGING MECHANICS (NON STRUCTURAL
JOURNEY LEVEL $13 23 1
SURVEYORS
CHAIN PERSON $9 35 1
INSTRUMENT PERSON $11 40 1
PARTY CHIEF $13 40 1
TELECOMMUNICATION TECHNICIANS
TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $31.15 1D 5A
TELEPHONE LINE CONSTRUCTION -OUTSIDE
CABLE SPLICER $30 66 2B 5A
HOLE DIGGER/GROUND PERSON $17 19 26 5A
INSTALLER (REPAIRER) $29 41 2B 5A
JOURNEY LEVEL TELEPHONE LINEPERSON $28 53 26 5A
SPECIAL APPARATUS INSTALLER I $30.66 26 SA
SPECIAL APPARATUS INSTALLER II $30.05 2B SA
TELEPHONE EQUIPMENT OPERATOR (HEAVY) $30.66 2B 5A
TELEPHONE EQUIPMENT OPERATOR (LIGHT) $28 53 2B 5A
TELEVISION GROUND PERSON $16.31 2B 5A
TELEVISION LINEPERSON/INSTALLER $21.68 2B 5A
TELEVISION SYSTEM TECHNICIAN $35.78 26 5A
TELEVISION TECHNICIAN $23 19 2B SA
TREE TRIMMER $28.53 26 5A
Page 8
CLALLAM COUNTY
Effective 08-31-07
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
TERRAZZO WORKERS & TILE SETTERS
JOURNEY LEVEL $41.96 1 B 5A
TILE, MARBLE 8~ TERRAZZO FINISHERS
FINISHER $35.79 16 5A
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $36.40 1 K 5A
TRUCK DRIVERS
ASPHALT MIX (TO 16 YARDS) $41.19 1T 5D 8L
ASPHALT MIX (OVER 16 YARDS) $41.90 1T 5D 8L
DUMP TRUCK $20 23 1
DUMP TRUCK & TRAILER $20 23 1
OTHER TRUCKS $41.90 1T 5D 8L
TRANSIT MIXER $23.73 1
WELL DRILLERS ~ IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER $11 60 1
OILER $9.45 1
WELL DRILLER $11.60 1
Page 9
TECHNICAL SPECIFICATIONS
03200 Concrete Reinforcement
03300 Cast-In-Place Concrete
06100 Carpentry
09912 Interior Painting
13915 Fire Suppression Piping
15140 Domestic Water Piping
15150 Sanitary Waste and Vent Piping
15410 Plumbing Fixtures
15485 Electric Water Heaters
15663 Heat Pumps
15763 Fan-Coil Units
15816 Nonmetal Ducts
15838 Power Ventilators
15855 Diffusers, Registers, and Grilles
16045 Electrical Special Conditions
16050 Basic Materials and Methods
16470 Electrical Distribution System
16511 Interior Lighting
16721 Fire Alarm Systems
SECTION 03200 -CONCRETE REINFORCEMENT
PART 1 -GENERAL
A. References in this section to equipment, material, articles or patented processes by
trade name, make, or catalog number shall be regarded as establishing a standard of
quality and shall not be construed as limiting competition.
B. All concrete shall be reinforced.
1.1 RELATED WORK IN OTHER SECTIONS
A. Conventional Reinforcement Work in this section
1. Section 03300 -Cast-in-Place Concrete
1.2 STANDARD SPECIFICATION
A. "ACI Standard Specification for Structural Concrete Buildings" (ACI 301), published by
American Concrete Institute, except as otherwise shown or called for.
B. "ACI Detailing Manual Publication" SP-latest edition.
C. "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections
in Reinforced Concrete Construction," AWS D12.1 latest edition.
D. See Drawings for additional requirements and specifications. If contradictory
requirements seem to arise, contact City for clarification. For bid purposes assume
most stringent requirements.
PART 2 -PRODUCTS
2.1 BARS
A. Deformed billet steel bars for concrete reinforcement -ASTM A615, Grade 60.
B. Deformed billet steel bars for concrete reinforcement -ASTM A615, Grade 40.
C. All bars shall be clean and free from loose rust and scale.
2.2 TIE WIRE
A. No. 16 double annealed iron wire.
2.3 ACCESSORIES
A. Provide devices for proper placing, spacing, supporting and fastening reinforcement.
Use standard steel chairs or well cured concrete blocks.
03200 - 1
PART 3 -INSTALLATION
3.1 Clean, bend and splice reinforcement in accordance with Building Code and General
Structural Notes.
3.2 Hooks shall conform to Table 2-1 of SP-66.
3.3 Welding shall be performed by welders certified by City and W.A.B.O.
3.4 Conform to ACI 301, latest edition, except as otherwise called for.
3.5 Place accessories as per SP-66. Include all necessary devices. Place steel accurately
as per drawings and plan. Fasten securely in place. Prevent displacement before and
during concrete pour. Place to provide sufficient concrete cover as shown on drawings.
Do not drive nails in forms for supporting steel. Place and secure dowels, studs and
other projecting bars before pouring.
END OF SECTION
03200 - 2
SECTION 03300 -CAST IN PLACE CONCRETE
PART 1 -GENERAL
1.1 SUMMARY
A. Work includes all cast in place concrete to fill in existing utility corridor in floor, including
but not limited to footings.
1.2 RELATED WORK IN OTHER SECTIONS
A. Section 03200 -Concrete Reinforcement
1.3 BUILDING CODE
A. Requirements of the (BC, latest edition amended and adopted by the City.
1.4 STANDARD SPECIFICATIONS
A. Conform to "ACI Standard Specification for Structural Concrete Buildings" (ACI 301
latest edition published by American Concrete Institute, except as otherwise show or
called for.
B. See Drawing A1.1 for additional requirements and specifications. If contradictory
requirements seem to arise, contact City for clarification. For bid purposes assume
most stringent requirements.
PART 2 -PRODUCTS
2.1 CEMENT
2.04 Standard approved brand of Portland cement, conforming to IBC STD16-1, Type II
normal, with approval of Engineer. All cement by one manufacturer.
2.2 VAPOR BARRIER
A. Provide minimum 10 mil (.010mm) vapor barrier below slab, with maximum .30 perms
vapor permeance per ASTM E-1745, tensile strength rating per ASTM E-154, Section 9
of min. 29 Ib.f/in and puncture resistant. Moistop Underslab or approved equal. Joint
tape as recommended by the manufacturer.
2.3 FLYASH
A. ASTM C 618, class F. Minimum cement replacement of 15%.
B. FOOTINGS -Allow fly ash contents of 15-20%.
03300 - 1
C. BUILDING FRAME MEMBERS -Allow fly ash contents of 15-20%.
D. SLAB ON GRADE -Allow fly ash contents of 15-20%.
2.4 ADMIXTURES
A. No admixture shall be used without City approval.
B. All admixtures conform with IBC STD 26-9. Air entrain as required in General Structural
Notes.
2.5 AGGREGATES
A. Conform to IBC
B. Maximum size is 3/4", but not larger than one-fifth of the narrowest dimensions between
the sides of forms of the member for which concrete is intended, nor larger than three-
fourths of the minimum clear spacing between reinforcing bars.
C. May use recycled aggregate materials meeting the above standards
2.6 WATER
A. Use clean, fresh and potable water. Refer to Structural notes for water ratio.
2.7 READY-MIX
A. Ready-mix concrete, conform with IBC. See structural notes
2.8 NON-SHRINK GROUT AND MORTAR
A. Embeco #602, #636 or #411-A mortar as manufactured by Master Builders. Sonneborn
is an approved manufacturer. Grout and mortar to match concrete in color.
2.9 EXPANSION JOINTS IN SLABS
A. Preformed non-extruding resilient material, ASTM D-1752, Type I, 1/2 inch wide by
depth required to bring top to within 1/2 inch of slab surface. Sonoflex cane fiber
expansion joint or approved.
PART 3 -EXECUTION
3.1 PLACEMENT PREPARATION
A. Place free draining rock material (minimum 1/4" in size with minimal fines) in depth
indicated on drawings and so that the top of the gravel is never saturated, even when
accounting for capillary action. Confirm that gravel is above the water table. Compact.
03300 - 2
' B. Place rigid insulation and tape joints.
C. Place vapor barrier with overlapping joints and lapping up sides of stem wall and tape to
' wall. Tape all joints. Avoid penetrating vapor barrier with screed pins, by using screed
pins mointed on flat plates or use a small laser screed.
3.2 MIXING AND PLACING CONCRETE
A. Mixing and placing in accordance with IBC and ACI 301. See ACI Standard
"Recommended Practice for Measuring, Mixing and Placing Concrete", (ACI 614 latest
' edition) for standard practice.
B. Mix in accordance with minimum stated proportions. Select ingredient proportions
producing workable mix and attaining required 28-day strength. Produce durable,
abrasion resistant water-tight concrete, uniform in appearance.
' C. PLACING CONDITIONS
1. All conveying equipment shall be clean. All formwork, reinforcing and embedded
' items shall be in place, and approval granted, before placing concrete.
2. Use conveying equipment of a size that ensures continuous concrete flow without
' separation or loss of ingredients. Do not place any concrete pumping slurry in
forms.
3. Consolidate all concrete by mechanical vibration. Vibration frequency shall be 7000
' revolutions per minute minimum. Insert and withdraw at many points, 18 to 30
inches apart. Insertion duration shall be sufficient to consolidate concrete without
causing segregation (5 to 15 seconds). Insert into the previous lift to ensure mixing
' of lifts. Have a spare vibrator on hand. See ACI Standard "Consolidation of
Concrete" for standard practice.
' 4. Do not use aluminum pipe for pumping concrete.
3.3 HOT WEATHER
' A. See ACI Standard "Recommended Practice for Hot Weather Concreting" (ACI 305,
latest edition) for standard practice.
' B. Maximum temperature of fresh concrete at time of placing 80 degrees F.
' C. Moist cure for 24 hours following placing whenever temperature exceeds 85 degrees F.
After 24 hours concrete may be cured by conventional method.
D. Whenever temperature exceeds 85 degrees F., use water fog spray as required during
' finishing to prevent plastic shrinkage.
E. Do not add water to concrete unless additional cement is added to maintain approved
water-cement ratio.
' 03300 - 3
F. Wet all placing equipment, forms, reinforcing and subgrade prior to placing concrete. '
3.4 PLACING CONCRETE MIXES WITH FLYASH CONTENT
A. Keep water/cement ratios low to limit wait time to finish. ,
B. Open slab surfaces with a wood float to allow concrete to bleed sooner in cold
conditions. '
C. Neglected, high fly ash slab surfaces can be prone to plastic shrinkage cracking -
mitigate with evaporation control materials '
3.5 SLUMP
A. Maximum slump shall not exceed four inches. Measure slump per ASTM C-143. ,
3.6 CURING CONCRETE ,
A. Not less than 7 days for Type II cement. Review structural notes and foundation plans
for possible additional requirements. '
B. Use moisture-retaining cover: ASTM C 171, polyethefene film or white burlap.
C. Apply evaporation retarder to exposed concrete surfaces if hot, dry or windy conditions ,
exist according to manufacturers recommendations.
D. Confirm concrete is cured to flooring manufacturer's specifications prior to application of '
flooring materials.
3.7 CONCRETE SLAB FINISHES
A. Screed all slabs for specified finish to true level or slopes. Protect against spackle,
plaster and paint stains. Protect slabs from rain. Slab protection shall not be in contact '
with slab.
B. NON-SLIP FLOAT FINISH: Screed and tamp to bring fine particles to surface; float with '
wood or carpet float to true surfces, tolerances 1/4" in 10 feet. Leave slightly roughened
surfaces; mark off slabs as directed; round edges to 1/4" radius.
C. TROWELING FOR SLABS: Trowel by hand or machine to hard, dense surfaces, free '
from trowel marks, finish to meet flooring manufacturer's standards. Do not absorb wet
spots with neat cement or mixture of cement and sand. Wait until surfaces are dry
enough for proper troweling. Chemical dryers are not permitted. Troweling must make '
ringing sound when drawn over surface of concrete. Trowel slabs level or to true
slopes, tolerance 1/8" in 10 feet.
3.8 CLEANING AND REPAIRING CONCRETE '
A. Finished Exposed Surfaces: Knock fins off smooth. Patch imperfections to match '
adjacent surfaces. Rub surfaces with carborundum stone where directed. Leave
03300 - 4 '
C~~~
' surfaces clean and smooth. If directed to correct imperfections, sack surfaces with grout
mixed with 1 Cu. Ft. Portland cement, 1 Cu. Ft. sand and sufficient water to allow grout to
be rubbed into surface. Do sacking immediately after forms are removed.
' END OF SECTION
03300 - 5
SECTION 06100 -CARPENTRY
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract apply to this Section.
B. Refer to notes on Drawing A1.1 for additional requirements that supercede those noted
herein.
1.2 SUMMARY
A. This Section includes the following:
1. Framing with dimension lumber.
2. Wood furring.
3. Sheathing.
1.3 DEFINITIONS
A. Carpentry: Carpentry work not specified in other Sections, exposed and not exposed.
1.4 SUBMITTALS
A. Submittals are not required for the material in this section.
1.5 QUALITY ASSURANCE
A. Source Limitations for Engineered Wood Products: Obtain each type of engineered
wood product through one source from a single manufacturer.
B. Source Limitations for Fire-Retardant-Treated Wood: Obtain each type of fire-
retardant-treated wood product through one source from a single producer.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
1. Gypsum Sheathing Board:
06100 - 1
a. American G sum Co. ,
YP
b. G-P Gypsum Corporation.
c. National Gypsum Company. '
d. United States Gypsum Co.
2.2 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the ,
American Lumber Standards Committee Board of Review.
1. Factory mark each piece of lumber with grade stamp of grading agency. '
2. For exposed lumber indicated to receive a stained or natural finish, mark grade
stamp on end or back of each piece.
3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20
for moisture content specified. Where actual sizes are indicated, they are '
minimum dressed sizes for dry lumber.
4. Where noted, provide dressed lumber, S4S.
5. Provide dry lumber with 19 percent maximum moisture content at time of '
dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise
indicated.
2.3 DIMENSION LUMBER
A. General: Provide dimension lumber of grades indicated according to the American '
Lumber Standards Committee National Grading Rule provisions of the grading agency
indicated.
B. Load-Bearing Interior Partitions: Standard, Stud, or No. 2 grade, of species noted on '
plans.
2.4 SHEATHING
A. Paper-Surfaced Gypsum Wall Sheathing: ASTM C 79/C 79M, with water-resistant ,
material incorporated into the core and with water-repellent paper bonded to core's
face, back, and long edges. '
1. Type and Thickness: Type X, 5/8 inch (15.9 mm) thick.
2. Edge and End Configuration: Square.
3. Size: 48 by 96 inches (1219 by 2438 mm) for vertical installation. '
2.5 FASTENERS '
A. General: Provide fasteners of size and type indicated that comply with requirements
specified in this Article for material and manufacture. ,
B. Nails, Brads, and Staples: ASTM F 1667.
C. Power-Driven Fasteners: CABO NER-272. '
06100 - 2 '
' D. Wood Screws: ASME B18.6.1.
' E. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer
heads and reamer wings, length as recommended by screw manufacturer for material
being fastened.
' F. Lag Bolts: ASME B18.2.1. (ASME B18.2.3.8M}.
G. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property
Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat
washers.
H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with
capability to sustain, without failure, a load equal to 6 times the load imposed when
installed in unit masonry assemblies and equal to 4 times the load imposed when
' installed in concrete as determined by testing per ASTM E 488 conducted by a
qualified independent testing and inspecting agency.
' 1. Material: Carbon-steel components, zinc plated to comply with ASTM B 633,
Class Fe/Zn 5.
2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and
' ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade Al or
A4).
' 2.6 MISCELLANEOUS MATERIALS
A. Sheathing Tape: Pressure-sensitive plastic tape for sealing joints and penetrations in
' sheathing and recommended by sheathing manufacturer for use with type of sheathing
required.
PART 3 -EXECUTION
' 3.1 INSTALLATION, GENERAL
' A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut,
and fitted. Fit rough carpentry to other construction; scribe and cope as needed for
accurate fit. Locate furring, Hailers, blocking, and similar supports to comply with
requirements for attaching other construction.
' B. Do not use materials with defects that impair quality of rough carpentry or pieces that
are too small to use with minimum number of joints or optimum joint arrangement.
' C. Securely attach rough carpentry work to substrate by anchoring and fastening as
indicated, complying with the following:
' 1. CABO NER-272 for power-driven fasteners.
2. Published requirements of metal framing anchor manufacturer.
' 3. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel
Roof Sheathing Nailing Schedule," in the Uniform Building Code.
' 06100 - 3
4. Table 2305.2, "Fastening Schedule," in the BOCA National Building Code.
5. Table 2306.1, "Fastening Schedule," in the Standard Building Code.
D. Use common wire nails, unless otherwise indicated. Select fasteners of size that will
not fully penetrate members where opposite side will be exposed to view or will receive
finish materials. Make tight connections between members. Install fasteners without
splitting wood; predrill as required.
E. Use finishing nails for exposed work, unless otherwise indicated. Countersink nail ,
heads and fill holes with wood filler.
3.2 WOOD FURRING INSTALLATION '
A. Install level and plumb with closure strips at edges and openings. Shim with wood as
required for tolerance of finish work. '
1. Fire block openings cut in existing walls with wood blocking or noncombustible
materials accurately fitted to close furred spaces. '
B. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal- (19-by-38-mm actual-}
size furring vertically at 16 inches (406 mm) O.C. '
3.3 GYPSUM SHEATHING ,
A. General: Fasten gypsum sheathing to supports with galvanized roofing nails; comply
with GA-253 and manufacturer's recommended spacing and referenced fastening
schedule. Keep perimeter fasteners 3/8 inch (9.5 mm) from edges and ends of units. '
B. Install 48-by-96-inch (1219-by-2438-mm) and longer sheathing vertically with long
edges parallel to, and centered over, studs. Install solid wood blocking where end '
joints do not occur over framing. Fit units tightly against each other.
3.4 SHEATHING TAPE APPLICATION ,
A. Apply sheathing tape to joints between gypboard panels, at items penetrating
gypboard, and to blend smoothly to existing gypboard. Apply and smooth taping ,
compound for a smooth finished surface.
B. Prior to painting, apply texturing to finished surface to match existing wall. '
3.5 BASEBOARD '
A. Upon completion of final painting, install rubber baseboard along new walls. Attach
with glue as recommended by manufacturer. ,
END OF SECTION 06100
06100 - 4 '
SECTION 09912 -INTERIOR PAINTING
PART 1 -GENERAL
1.1 SUMMARY
' A. This Section includes surface preparation and the application of paint systems on the
following interior substrates:
1. Galvanized metal.
2. Wood.
3. Gypsum board.
1.2 QUALITY ASSURANCE
A. MPI Standards:
' 1. Products: Complying with MPI standards indicated and listed in "MPI Approved
Products List."
2. Preparation and Workmanship: Comply with requirements in "MPI Architectural
' Painting Specification Manual" for products and paint systems indicated.
1.3 EXTRA MATERIALS
' A. Furnish an extra one gallon of each material and color applied, packaged for storage
and identified with labels describing contents.
PART 2 -PRODUCTS
' 2.1 PAINT, GENERAL
' A. Material Compatibility:
1. Provide materials for use within each paint system that are compatible with one
another and substrates indicated, under conditions of service and application as
demonstrated by manufacturer, based on testing and field experience.
2. For each coat in a paint system, provide products recommended in writing by
manufacturers of topcoat for use in paint system and on substrate indicated.
B. Chemical Components of Field-Applied Interior Paints and Coatings: Provide products
' that comply with the following limits for VOC content, exclusive of colorants added to a
tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24) and
the following chemical restrictions; these requirements do not apply to primers or
' finishes that are applied in a fabrication or finishing shop:
' 09912 - 1
t
C.
2.2
A.
B.
C.
1. Flat Paints and Coatings: VOC content of not more than 50 g/L.
2. Nonflat Paints and Coatings: VOC content of not more than 150 g/L.
3. Aromatic Compounds: Paints and coatings shall not contain more than 1.0
percent by weight of total aromatic compounds (hydrocarbon compounds
containing one or more benzene rings).
4. Restricted Components: Paints and coatings shall not contain any of the
following:
a. Acrolein.
b. Acrylonitrile.
c. Antimony.
d. Benzene.
e. Butyl benzyl phthalate.
f. Cadmium.
g. Di (2-ethylhexyl) phthalate.
h. Di-n-butyl phthalate.
i. Di-n-octyl phthalate.
j. 1,2-dichlorobenzene.
k. Diethyl phthalate.
I. Dimethyl phthalate.
m. Ethylbenzene.
n. Formaldehyde.
o. Hexavalent chromium.
p. Isophorone.
q. Lead.
r. Mercury.
s. Methyl ethyl ketone.
t. Methyl isobutyl ketone.
u. Methylene chloride.
v. Naphthalene.
w. Toluene (methylbenzene).
x. 1,1,1-trichloroethane.
y. Vinyl chloride.
Colors: Off-White, to match existing office area.
PRIMERS/SEALERS
Interior Latex Primer/Sealer: MPI #50.
Interior Alkyd Primer/Sealer: MPI #45.
Wood-Knot Sealer: Seater recommended in writing by topcoat manufacturer for use in
paint systems indicated.
2.3 METAL PRIMERS
A. Alkyd Anticorrosive Metal Primer: MPI #79.
09912 - 2
B. Quick-Drying Alkyd Metal Primer: MPI #76.
C. Rust-Inhibitive Primer (Water Based): MPI #107.
D. Quick-Drying Primer for Aluminum: MPI #95.
2.4 WOOD PRIMERS
A. Interior Latex-Based Wood Primer: MPI #39.
2.5 LATEX PAINTS
A. Institutional Low-Odor/VOC Latex (Semigloss): MPI #147 (Gloss Level 5).
1. VOC Content: E Range of E3.
2.6 TEXTURED COATING
A. Latex Stucco and Masonry Textured Coating: MPI #42.
2.7 FLOOR COATINGS
A. Interior/Exterior Clear Concrete Floor Sealer (Solvent Based): MPI #104.
PART 3 -EXECUTION
3.1
EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with
requirements for maximum moisture content and other conditions affecting
performance of work.
B. Maximum Moisture Content of Substrates: When measured with an electronic
moisture meter as follows:
1. Concrete: 12 percent.
2. Wood: 15 percent.
3. Gypsum Board: 12 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with
existing finishes and primers.
D. Begin coating application only after unsatisfactory conditions have been corrected and
surfaces are dry.
09912 - 3
1. Beginning coating application constitutes Contractor's acceptance of substrates ,
and conditions.
3.2 PREPARATION AND APPLICATION
A. Comply with manufacturer's written instructions and recommendations in "MPI ,
Architectural Painting Specification Manual" applicable to substrates indicated.
B. Clean substrates of substances that could impair bond of paints, including dirt, oil, '
grease, and incompatible paints and encapsulants.
1. Remove incompatible primers and reprime substrate with compatible primers as '
required to produce paint systems indicated.
C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush '
marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in
sharp lines and color breaks.
D. Painting Mechanical and Electrical Work: Not required.
E. Protect work of other trades against damage from paint application. Correct damage to
work of other trades by cleaning, repairing, replacing, and refinishing, as approved by
City, and leave in an undamaged condition.
F. At completion of construction activities of other trades, touch up and restore damaged '
or defaced painted surfaces.
3.3 INTERIOR PAINTING SCHEDULE
A. Concrete Substrates, Traffic Surfaces: '
1. Clear Sealer System: MPI INT 3.2F.
a. First Coat: Interior/exterior clear concrete floor sealer (solvent based). '
b. Topcoat: Interior/exterior clear concrete floor sealer (solvent based).
B. Galvanized-Metal Substrates: ,
1. Water-Based Dry-Fall System: MPI INT 5.3H.
a. Prime Coat: Waterborne dry fall. '
b. Topcoat: Waterborne dry fall.
2. Alkyd Dry-Fall System: MPI INT 5.3F. '
a. Prime Coat: Cementitious galvanized-metal primer. '
b. Topcoat: Interior alkyd semigloss.
C. Dressed Lumber Substrates: Including architectural woodwork.
09912 - 4 t
1. Latex Over Alkyd Primer System: MPI INT 6.3U.
a. Prime Coat: Interior alkyd primer/sealer.
b. Intermediate Coat: Interior latex matching topcoat.
c. Topcoat: Interior latex semigloss.
2. Institutional Low-Odor/VOC Latex System: MPI INT 6.3V.
a. Prime Coat: Interior latex-based wood primer.
b. Intermediate Coat: Institutional low-odor/VOC interior latex matching
topcoat.
c. Topcoat: Institutional low-odor/VOC interior latex semigloss.
d.
D. Gypsum Board Substrates:
1. Latex System: MPI INT 9.2A.
a. Prime Coat: Interior latex primer/sealer.
b. Intermediate Coat: Interior latex matching topcoat.
c. Topcoat: Interior latex semigloss.
END OF SECTION 09912
09912 - 5
SECTION 13915 -FIRE-SUPPRESSION PIPING
PART 1 -GENERAL
1.1 SUMMARY
' A. This Section includes the following fire-suppression piping inside the building:
1. Automatic wet-type, Class II standpipe systems.
2. Wet-pipe sprinkler systems.
B. See Division 16 Section "Fire Alarm Systems" for alarm devices not specified in this
' Section.
1.2 SYSTEM DESCRIPTIONS
A. Wet-Pipe Sprinkler System: Existing automatic sprinklers are attached to piping
' containing water and connected to water supply. Water discharges immediately from
sprinklers when they are opened. Sprinklers open when heat melts fusible link or
destroys frangible device.
' 1.3 PERFORMANCE REQUIREMENTS
' A. The existing building has a complete wet-pipe sprinkler system. This system shall be
modified only to the extent of extending piping to new heads located in spaces being
newly partitioned as part of this project.
B. Design modifications to the existing fire-suppression sprinkler system shall be
approved by the City of Port Angeles.
' C. New partitioned spaces are classified as Light Hazard.
1. Minimum Density for Automatic-Sprinkler Piping Design:
' a. Light-Hazard Occupancy: 0.10 gpm/sq.ft. over 1500 sq. ft. (4.1 L/min.
per sq. m over 139 sq. m or 4.1 mm/min. over 139 sq. m).
' b. Ordinary-Hazard, Group 1 Occupancy: 0.15 gpm/sq.ft. over 1500 sq. ft.
(6.1 over L/min. per sq. m over 139 sq. m or 6.1 mm/min. over 139 sq.
m}.
1 c. Ordinary-Hazard, Group 2 Occupancy: 0.20 gpm/sq. ft. over 1500 sq. ft.
(8.1 L/min. per sq. m over 139 sq. m).
' 2. Maximum Protection Area per Sprinkler:
a. Office Spaces: 225 sq. ft. (20.9 sq. m).
' b. Storage Areas: 130 sq. ft. (12.1 sq. m).
c. Mechanical Equipment Rooms: 130 sq. ft. (12.1 sq. m).
' 13915 - 1
d. Electrical E ui ment Rooms: 130 s . ft. 12.1 sq. m .
q P q ~ }
e. Other Areas: According to NFPA 13 recommendations, unless otherwise
indicated. '
D. Seismic Performance: New fire-suppression piping shall be capable of withstanding
the effects of earthquake motions determined according to NFPA 13 and ASCE 7,
"Minimum Design Loads for Buildings and Other Structures": Section 9, "Earthquake
Loads.".
1.4 SUBMITTALS
A. Sprinkler Piping Drawings: Working plans, prepared according to NFPA 13, including
hydraulic calculations, if applicable.
B. Field test reports and certificates. '
C. Field quality-control test reports.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Installer's responsibilities include designing, fabricating, and '
installing fire-suppression systems and providing professional engineering services
needed to assume engineering responsibility. Base calculations on results of fire- '
hydrant flow test.
B. NFPA Standards: Fire-suppression-system equipment, specialties, accessories,
installation, and testing shall comply with the following: '
1. NFPA 13, "Installation of Sprinkler Systems."
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where titles below introduce lists, the following requirements
apply to product selection:
1. Available Manufacturers: Subject to compliance with requirements, '
manufacturers offering products that may be incorporated into the Work include,
but are not limited to, manufacturers specified.
2. Manufacturers: Subject to compliance with requirements, provide products by
one of the manufacturers specified.
2.2 DUCTILE-IRON PIPE AND FITTINGS ,
A. Mechanical-Joint, Ductile-Iron Pipe: AWWA C151, with mechanical-joint bell end and
plain end.
13915-2 '
' 1. Mechanical-Joint, Ductile-Iron Fittin s: AWWA C110 ductile- or ra -iron
9 ~ 9 Y
standard pattern.
2. Glands, Gaskets, and Bolts: AWWA C111, ductile- or gray-iron gland, rubber
gasket, and steel bolts and nuts.
' B. Grooved-End, Ductile-Iron Pipe: AWWA C151, with factory- orfield-formed, radius-cut-
grooved ends according to AWWA C606.
' 1. Grooved-Joint Piping Systems:
a. Available Manufacturers:
' 1) Victaulic Co. of America.
b. Grooved-End Fittings: ASTM A 536, ductile-iron casting with OD matching
ductile-iron-pipe OD.
c. Grooved-End-Pipe Couplings: AWWA C606, gasketed fitting matching
ductile-iron-pipe OD. Include ductile-iron housing with keys matching
' ductile-iron-pipe and fitting grooves, pre-lubricated rubber gasket with
center leg, and steel bolts and nuts.
d. Grooved-End Transition Flange: UL 213, gasketed fitting with key for
ductile-iron-pipe dimensions. Include flange-type, ductile-iron housing with
rubber gasket listed for use with housing and steel bolts and nuts.
' 2.3 STEEL PIPE AND FITTINGS
A. Threaded-End, Standard-Weight Steel Pipe: ASTM A 53/A 53M, ASTM A 135, or
t ASTM A 795, hot-dip galvanized where indicated and with factory- or field-formed
threaded ends.
' 1. Cast-Iron Threaded Flanges: ASME 616.1.
2. Malleable-Iron Threaded Fittings: ASME B16.3.
3. Gray-Iron Threaded Fittings: ASME B16.4.
' 4. Steel Threaded Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M or
ASTM A 106, Schedule 40, seamless steel pipe hot-dip galvanized where
indicated. Include ends matching joining method.
5. Steel Threaded Couplings: ASTM A 865 hot-dip galvanized-steel pipe where
indicated.
' B. Grooved-End, Standard-Weight Steel Pipe: ASTM A 53/A 53M, ASTM A 135, or
ASTM A 795, hot-dip galvanized where indicated and with factory- or field-formed,
square-cut-grooved ends.
' 1. Grooved-Joint Piping Systems:
a. Available Manufacturers:
' 1) Anvil International, Inc.
2) Central Sprinkler Corp.
' 3) Ductilic, Inc.
' 13915 - 3
4) JDH Pacific, Inc.
5) National Fittings, Inc.
6) Shurjoint Piping Products, Inc.
7) Southwestern Pipe, Inc.
8) Star Pipe Products; Star Fittings Div.
9) Victaulic Co. of America.
10) Ward Manufacturing.
b. Grooved-End Fittings: UL-listed, ASTM A 536, ductile-iron casting with OD
matching steel-pipe OD.
c. Grooved-End-Pipe Couplings: UL 213 and AWWA C606, rigid pattern,
unless otherwise indicated; gasketed fitting matching steel-pipe OD.
Include ductile-iron housing with keys matching steel-pipe and fitting
grooves, rubber gasket listed for use with housing, and steel bolts and
nuts.
2.4
A.
B
2.5
A.
FLEXIBLE CONNECTORS
Flexible connectors shall have materials suitable for system fluid. Include 175-psig
(1200-kPa) minimum working-pressure rating and ends according to the following:
1. NPS 2 (DN 50) and Smaller: Threaded.
2. NPS 2-1/2 (DN 65) and Larger: Grooved for use with grooved-end-pipe
couplings.
Stainless-Steel-Hose/Steel Pipe, Flexible Connectors: Corrugated, stainless-steel,
inner tubing covered with stainless-steel wire braid. Include steel nipples or flanges,
welded to hose.
SPRINKLER SPECIALTY FITTINGS
Sprinkler specialty fittings shall be UL listed or FMG approved, with 175-psig (1200-
kPa) minimum working-pressure rating, and made of materials compatible with piping.
B. Outlet Specialty Fittings:
1. Mechanical-T and -Cross Fittings: UL 213, ductile-iron housing with gaskets,
bolts and nuts, and threaded, locking-lug, or grooved outlets.
2. Snap-On and Strapless Outlet Fittings: UL 213, ductile-iron housing or casting
with gasket and threaded outlet.
C. Sprinkler Drain and Alarm Test Fittings: Cast- or ductile-iron body; with threaded or
locking-lug inlet and outlet, test valve, and orifice and sight glass. '
1. Available Manufacturers:
a. Central Sprinkler Corp. ,
b. Fire-End and Croker Corp.
c. Viking Corp. ,
13915 - 4 '
d. Victaulic Co. of America.
D. Sprinkler Branch-Line Test Fittings: Brass body with threaded inlet, capped drain
outlet, and threaded outlet for sprinkler.
E. Sprinkler Inspector's Test Fitting: Cast- or ductile-iron housing with threaded inlet and
drain outlet and sight glass.
F. Drop-Nipple Fittings: UL 1474, adjustable with threaded inlet and outlet, and seals.
2.6 SPRINKLERS
A. Sprinklers shall be UL listed or FMG approved, with 175-psig (1200-kPa) minimum
pressure rating.
B. Automatic Sprinklers: With heat-responsive element complying with the following:
1. UL 199, for nonresidential applications.
C. Sprinkler Types and Categories: Nominal 1/2-inch (12.7-mm) orifice for "Ordinary"
temperature classification rating, unless otherwise indicated or required by application.
D. Sprinkler types, features, and options as follows:
1. Pendent sprinklers.
2. Sidewall sprinklers.
E. Sprinkler Finishes: Chrome plated.
F. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler
mounting applications.
1. Ceiling Mounting: Chrome-plated steel, one piece, flat.
2.7 ALARM DEVICES
A. Utilize existing alarm devices.
PART 3 -EXECUTION
3.1 PIPING APPLICATIONS, GENERAL
A. Flanges, flanged fittings, unions, nipples, and transition and special fittings with finish
and pressure ratings same as or higher than system's pressure rating may be used in
aboveground applications, unless otherwise indicated.
13915 - 5
3.2
A.
B.
3.3
A.
B.
C.
D.
3.4
A.
STANDPIPE SYSTEM PIPING APPLICATIONS
Threaded-end, black or galvanized, standard-weight steel pipe; cast- or malleable-iron
threaded fittings; and threaded joints.
Grooved-end, black or galvanized, standard-weight steel pipe with square-cut grooved
ends; grooved-end fittings; grooved-end-pipe couplings; and grooved joints.
SPRINKLER SYSTEM PIPING APPLICATIONS
NPS 1-1/2 (DN 40) and Smaller: Threaded-end, black or galvanized, standard-weight
steel pipe; cast- or malleable-iron threaded fittings; and threaded joints.
NPS 1-1/2 (DN 40) and Smaller: Plain-end, black or galvanized, standard-weight steel
pipe; locking-lug fittings; and twist-locked joints.
NPS 2 (DN 50) and Larger: Threaded-end, black or galvanized, standard-weight steel
pipe; cast- or malleable-iron threaded fittings; and threaded joints.
NPS 2 (DN 50) and Larger: Grooved-end, black or galvanized, standard-weight steel
pipe; grooved-end fittings; grooved-end-pipe couplings; and grooved joints.
PIPING INSTALLATION
Refer to Division 15 Section "Domestic Water Piping" for basic piping installation.
B. Locations and Arrangements: Drawing plans, schematics, and diagrams indicate
general location and arrangement of piping. Install piping as indicated, as far as
practical.
1. Deviations from approved working plans for piping require written approval from
authorities having jurisdiction. File written approval with Architect before
deviating from approved working plans.
C. Use approved fittings to make changes in direction, branch takeoffs from mains, and
reductions in pipe sizes.
D. Install unions adjacent to each valve in pipes NPS 2 (DN 50) and smaller. Unions are
not required on flanged devices or in piping installations using grooved joints.
E. Install flanges or flange adapters on valves, apparatus, and equipment having NPS 2-
1/2 (DN 65) and larger connections.
F. Install "Inspector's Test Connections" in sprinkler system piping, complete with shutoff
valve, sized and located according to NFPA 13.
G. Install sprinkler piping with drains for complete system drainage.
H. Install sprinkler zone control valves, test assemblies, and drain risers adjacent to
standpipes when sprinkler piping is connected to standpipes.
13915 - 6
J.
K.
L.
M,
N.
O.
P.
Q.
3.5
A.
3.6
A.
Install drain valves on standpipes.
Install ball drip valves to drain piping between fire department connections and check
valves. Drain to floor drain or outside building.
Install alarm devices in piping systems.
Hangers and Supports: Comply with NFPA 13 for hanger materials.
1. Install standpipe system piping according to NFPA 14.
2. Install sprinkler system piping according to NFPA 13.
Earthquake Protection: Install piping according to NFPA 13 to protect from earthquake
damage.
Install pressure gages on riser or feed main, at each sprinkler test connection, and at
top of each standpipe. Include pressure gages with connection not less than NPS 1/4
(DN 8) and with soft metal seated globe valve, arranged for draining pipe between
gage and valve. Install gages to permit removal, and install where they will not be
subject to freezing.
Fill wet-standpipe system piping with water.
Fill wet-pipe sprinkler system piping with water.
Install flexible connectors in fire-suppression piping where indicated.
SPRINKLER APPLICATIONS
Drawings indicate sprinkler types to be used. Where specific types are not indicated,
use the following sprinkler types:
1. Rooms with Suspended Ceilings: Pendent sprinklers.
2. Wall Mounting: Sidewall sprinklers.
3. Sprinkler Finishes:
a. Upright, Pendent, and Sidewall Sprinklers: Chrome plated in finished
spaces exposed to view; rough bronze in vehicle and material storage
spaces.
b. Recessed Sprinklers: Bright chrome, with bright chrome escutcheon.
SPRINKLER INSTALLATION
Install sprinklers in suspended ceilings in center of narrow dimension of acoustical
ceiling panels and tiles.
13915-7
3.7 CONNECTIONS
A. Install piping adjacent to equipment to allow service and maintenance. Route piping
and locate heads to avoid conflicts with lighting fixtures and air diffusers, as shown on
the Reflected Ceiling Plan.
3.8 LABELING AND IDENTIFICATION
A. Install labeling and pipe markers on equipment and piping according to requirements in
NFPA 13, and in Division 15 Section "Mechanical Identification."
3.9 FIELD QUALITY CONTROL
A. Perform the following field tests and inspections and prepare test reports:
1. Leak Test: After installation, charge system and test for leaks. Repair leaks and
retest until no leaks exist.
2. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems
Acceptance" Chapter.
3. Coordinate with fire alarm tests. Operate as required.
B. Report test results promptly and in writing to City representative.
END OF SECTION 13915
13915 - 8
t
SECTION 15140 -DOMESTIC WATER PIPING
PART 1 -GENERAL
1.1 SUMMARY
' A. This Section includes domestic water piping inside the building. This Contractor shall
provide and install all piping, valves, fixtures, etc. for all existing and new plumbing
fixtures shown on the drawings to be fully functional.
B. Water meter and service is existing, to remain. Connect new piping to existing piping
in utility "corridor" through building.
' C. This Contractor shall provide and install a new water heater, as shown on the
drawings. This heater shall supply both showers and the new toilet room.
1.2 SUBMITTALS
' A. Field quality-control test reports.
1.3 QUALITY ASSURANCE
A. Comply with NSF 61, "Drinking Water System Components -Health Effects; Sections 1
' through 9," for potable domestic water piping and components.
B. All installation shall be per International Plumbing Code (IPC).
PART 2 -PRODUCTS
' 2.1 PIPING MATERIALS
' A. Refer to Part 3 "Pipe and Fitting Applications" Article for applications of pipe, tube,
fitting, and joining materials.
' B. Transition Couplings for Aboveground Pressure Piping: Coupling or other
manufactured fitting the same size as, with pressure rating at least equal to and ends
compatible with, piping to be joined.
' C. Soft Copper Tube: ASTM B 88, Types K and L (ASTM B 88M, Types A and B), water
tube, annealed temper.
' 1. Copper Pressure Fittings: ASME B16.18, cast-copper-alloy or ASME 616.22,
wrought-copper, solder joint fittings. Furnish wrought-copper fittings if indicated.
2. Bronze Flanges: ASME B16.24,~ Class 150, with solder joint ends. Furnish
' Class 300 flanges if required to match piping.
' 15140 - 1
3. Co er Unions: MSS SP-123, cast-co er-allo hexa onal-stock bod ,with '
pp PP Y 9 Y
ball-and-socket, metal-to-metal seating surfaces, and solder joint or threaded
ends. '
D. Hard Copper Tube: ASTM B 88, Types L and M (ASTM B 88M, Types B and C), water
tube, drawn temper. '
1. Copper Pressure Fittings: ASME B16.18, cast-copper-alloy or ASME B16.22,
wrought- copper, solder joint fittings. Furnish wrought-copper fittings if indicated. '
2. Bronze Flanges: ASME 816.24, Class 150, with solder-joint ends. Furnish
Class 300 flanges if required to match piping.
3. Copper Unions: MSS SP-123, cast-copper-alloy, hexagonal-stock body, with '
ball-and-socket, metal-to-metal seating surfaces, and solder joint or threaded
ends.
E. CPVC Schedule 40 Pipe: ASTM F 441/F 441 M. '
1. CPVC Schedule 40 Fittings: ASTM F 438, socket type.
F. CPVC Piping System: ASTM D 2846/D 2846M, SDR 11, pipe and socket fittings.
G. CPVC Tubing System: ASTM D 2846/D 2846M, SDR 11, tube and socket fittings. '
H. PVC Schedule 40 Pipe: ASTM D 1785.
1. PVC Schedule 40 Fittings: ASTM D 2466, socket type. '
2.2 VALVES ,
A. Bronze or cast-iron, general-duty.
PART 3 -EXECUTION
3.1 PIPE AND FITTING APPLICATIONS '
A. Size water and wastewater piping for proper flows. Vent as required by code. ,
B. Transition and special fittings with pressure ratings at least equal to piping rating may
be used in applications below, unless otherwise indicated. '
C. Flanges may be used on aboveground piping, unless otherwise indicated.
D. Fitting Option: Extruded-tee connections and brazed joints may be used on ,
aboveground copper tubing.
E. Domestic Water: Use any of the following piping materials for each size range: '
1. NPS 4 to NPS 6 (DN 100 to DN 150): Steel pipe; gray-iron, threaded fittings; and
threaded joints. ,
15140 - 2 '
' 2. NPS 4 to NPS 6 DN 100 to DN 150: Hard co er tube T e L T e B
( ) PP ~ Yp (YP )
copper pressure fittings; and soldered joints.
' F. Under-Building-Slab, Domestic Water Piping, NPS 4 (DN 100) and Smaller: Hard
copper tube, Type L (Type B); copper pressure fittings; and soldered joints.
' G. Aboveground Domestic Water Piping: Use any of the following piping materials for
each size range:
1. Hard copper tube, Type L (Type B); copper pressure fittings; and soldered joints.
2. CPVC, Schedule 40 pipe; CPVC, Schedule 40 socket fittings; and solvent-
' cemented joints.
3. CPVC, SDR 11 tubing system and solvent-cemented joints.
' 3.2 VALVE APPLICATIONS
A. Where specific valve types are not indicated, the following requirements apply:
1. Shutoff Duty: Use bronze ball or gate valves for piping NPS 2 (DN 50) and
' smaller. Use cast-iron butterfly or gate valves with flanged ends for piping
NPS 2-1/2 (DN 65) and larger.
2. Throttling Duty: Use bronze ball or globe valves for piping NPS 2 (DN 50) and
' smaller. Use cast-iron butterfly valves with flanged ends for piping NPS 2-1/2
(DN 65) and larger.
3.3 PIPING INSTALLATION
A. Install under-building-slab copper tubing according to CDA's "Copper Tube Handbook."
' B. Install cast-iron sleeve with water stop and mechanical sleeve seal at each service pipe
penetration through foundation wall. Select number of interlocking rubber links
' required to make installation watertight.
C. Install domestic water piping level without pitch and plumb.
' 3.4 JOINT CONSTRUCTION
' A. Basic piping joint construction requirements are specified in Division 15 Section "Basic
Mechanical Materials and Methods."
B. Soldered Joints: Use ASTM B 813, water-flushable, lead-free flux; ASTM B 32, lead-
free-alloy solder; and ASTM B 828 procedure, unless otherwise indicated.
' C. Extruded-Tee Connections: Form tee in copper tube according to ASTM F 2014. Use
tool designed for copper tube; drill pilot hole, form collar for outlet, dimple tube to form
seating stop, and braze branch tube into collar.
15140 - 3
3.5
A.
HANGER AND SUPPORT INSTALLATION
Pipe hanger and support devices are specified in Division 15 Section "Hangers and
Supports." Install the following:
1. Vertical Piping: MSS Type 8 or Type 42, clamps.
2. Individual, Straight, Horizontal Piping Runs: According to the following:
a. MSS Type 1, adjustable, steel clevis hangers.
B
C.
D
E.
F
Rod diameter may be reduced 1 size for double-rod hangers, to a minimum of 3/8 inch
(10 mm).
Install hangers for steel piping with the following maximum horizontal spacing and
minimum rod diameters:
1. NPS 1-1/4 (DN 32) and Smaller: 84 inches (2100 mm) with 3/8-inch (10-mm)
rod.
2. NPS 1-1/2 (DN 40): 108 inches (2700 mm) with 3/8-inch (10-mm) rod.
3. NPS 2 (DN 50): 10 feet (3 m) with 3/8-inch (10-mm) rod.
4. NPS 2-1/2 (DN 65): 11 feet (3.4 m) with 1/2-inch (13-mm) rod.
5. NPS 3 and NPS 3-1/2 (DN 80 and DN 90): 12 feet (3.7 m) with 1/2-inch (13-mm)
rod.
6. NPS 4 and NPS 5 (DN 100 and DN 125): 12 feet (3.7 m) with 5/8-inch (16-mm)
rod.
7. NPS 6 (DN 150): 12 feet (3.7 m) with 3/4-inch (19-mm) rod.
Install hangers for copper tubing with the following maximum horizontal spacing and
minimum rod diameters:
1. NPS 3/4 (DN 20) and Smaller: 60 inches (1500 mm) with 3/8-inch (10-mm) rod.
2. NPS 1 and NPS 1-1/4 (DN 25 and DN 32): 72 inches (1800 mm) with 3/8-inch
(10-mm) rod.
3. NPS 1-1/2 and NPS 2 (DN 40 and DN 50): 96 inches (2400 mm) with 3/8-inch
(10-mm) rod.
4. NPS 2-1/2 (DN 65): 108 inches (2700 mm) with 1/2-inch (13-mm) rod.
5. NPS 3 to NPS 5 (DN 80 to DN 125): 10 feet (3 m) with 1/2-inch (13-mm) rod.
6. NPS 6 (DN 150): 10 feet (3 m) with 5/8-inch (16-mm) rod.
Install supports for vertical copper tubing every 10 feet (3 m).
Install hangers for CPVC piping with the following maximum horizontal spacing and
minimum rod diameters:
1. NPS 1 (DN 25) and Smaller: 36 inches (900 mm) with 3/8-inch (10-mm) rod.
2. NPS 1-1/4 to NPS 2 (DN 32 to DN 50): 48 inches (1200 mm) with 3/8-inch (10-
mm) rod.
3. NPS 2-1/2 to NPS 3-1/2 (DN 65 to DN 90): 48 inches (1200 mm) with 1/2-inch
(13-mm) rod.
4. NPS 4 and NPS 5 (DN 100 and DN 125): 48 inches (1200 mm) with 5/8-inch
(16-mm) rod.
15140 - 4
1
' 5. NPS 6 DN 150: 48 inches 1200 mm with 3/4-inch 19-mm rod.
( ) ( ) ( )
' G. Install supports for vertical CPVC piping every 60 inches (1500 mm) for NPS 1 (DN 25)
and smaller, and every 72 inches (1800 mm) for NPS 1-1/4 (DN 32) and larger.
' H. Install hangers for PVC piping with the following maximum horizontal spacing and
minimum rod diameters:
' 1. NPS 2 (DN 50) and Smaller: 48 inches (1200 mm) with 3/8-inch (10-mm) rod.
2. NPS 2-1/2 to NPS 3-1/2 (DN 65 to DN 90): 48 inches (1200 mm) with 1/2-inch
(13-mm) rod.
' 3. NPS 4 and NPS 5 (DN 100 and DN 125): 48 inches (1200 mm) with 5/8-inch
(16-mm) rod.
4. NPS 6 (DN 150): 48 inches (1200 mm) with 3/4-inch (19-mm) rod.
' I. Install supports for vertical PVC piping every 48 inches (1200 mm).
J. Support piping and tubing not listed above according to MSS SP-69 and
' manufacturer's written instructions.
' 3.6 CONNECTIONS
A. Install piping adjacent to equipment and machines to allow service and maintenance.
' B. Connect domestic water piping to exterior water-service piping. Use transition fitting to
join dissimilar piping materials.
' C. Connect domestic water piping to water-service piping with shutoff valve, and extend
and connect to the following:
1. Water Heaters: Cold-water supply and hot-water outlet piping in sizes indicated,
' but not smaller than sizes of water heater connections.
2. Plumbing Fixtures: Cold- and hot-water supply piping in sizes indicated, but not
smaller than required by plumbing code. Refer to Division 15 Section "Plumbing
' Fixtures."
3. Equipment: Cold- and hot-water supply piping as indicated, but not smaller than
equipment connections. Provide shutoff valve and union for each connection.
' Use flanges instead of unions for NPS 2-1/2 (DN 65) and larger.
3.7 FIELD QUALITY CONTROL
' A. Inspect domestic water piping as follows:
1. Do not enclose, cover, or put piping into operation until it has been inspected and
approved by authorities having jurisdiction.
2. During installation, notify authorities having jurisdiction at least 24 hours before
' inspection must be made. Perform tests specified below in presence of
authorities having jurisdiction:
' 15140 - 5
a. Roughing-in Inspection: Arrange for inspection of piping before concealing
or closing-in after roughing-in and before setting fixtures.
b. Final Inspection: Arrange final inspection for authorities having jurisdiction
to observe tests specified below and to ensure compliance with
requirements.
B
3.8
A.
B.
C.
3. Reinspection: If authorities having jurisdiction find that piping will not pass test or
inspection, make required corrections and arrange for reinspection.
4. Reports: Prepare inspection reports and have them signed by authorities having
jurisdiction.
Test domestic water piping as follows:
1. Fill domestic water piping and water heater. Check components to determine
that they are not air bound and that piping is full of water.
2. Test for leaks and defects in new piping and parts of existing piping that have
been altered, extended, or repaired. If testing is performed in segments, submit
separate report for each test, complete with diagram of portion of piping tested.
3. Leave new, altered, extended, or replaced domestic water piping uncovered and
unconcealed until it has been tested and approved. Expose work that was
covered or concealed before it was tested.
4. Cap and subject piping to static water pressure of 50 psig (345 kPa) above
operating pressure, without exceeding pressure rating of piping system materials.
Isolate test source and allow to stand for four hours. Leaks and loss in test
pressure constitute defects that must be repaired.
5. Repair leaks and defects with new materials and retest piping or portion thereof
until satisfactory results are obtained.
6. Verify proper water heater operation.
7. Prepare reports for tests and required corrective action.
CLEANING
Clean and disinfect potable domestic water piping using purging and disinfecting
procedures prescribed by authorities having jurisdiction.
Submit water samples in sterile bottles to authorities having jurisdiction. Repeat
procedures if biological examination shows contamination.
Prepare and submit reports of purging and disinfecting activities.
END OF SECTION 15140
15140 - 6
SECTION 15150 -SANITARY WASTE AND VENT PIPING
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following soil and waste, sanitary drainage and vent piping
inside the building:
1. Pipe, tube, and fittings.
2. Special pipe fittings.
1.2 PERFORMANCE REQUIREMENTS
A. Components and installation shall be capable of withstanding the following minimum
working pressure, unless otherwise indicated:
1. Waste and Vent Piping: 10-foot head of water (30 kPa).
1.3 SUBMITTALS
A. Field quality-control inspection and test reports.
1.4 QUALITY ASSURANCE
A. Piping materials shall bear label, stamp, or other markings of specified testing agency.
B. Comply with NSF 14, "Plastics Piping Systems Components and Related Materials,"
for plastic piping components. Include marking with "NSF-dwv" for plastic drain, waste,
and vent piping; and "NSF-drain" for plastic drain piping.
C. Comply with International Plumbing Code (IPC).
PART 2 -PRODUCTS
2.1 PIPING MATERIALS
A. Hubless Cast-Iron Pipe and Fittings: ASTM A 888 or CISPI 301.
1. Sovent Stack Fittings: ASME B16.45 or ASSE 1043, hubless, cast-iron aerator
and deaerator drainage fittings.
2. Shielded Couplings: ASTM C 1277 assembly of metal shield or housing,
corrosion-resistant fasteners, and rubber sleeve with integral, center pipe stop.
15150 - 1
a. Standard Shielded Stainless-Steel Cou lin s: CISPI 310 with stainless- '
P 9
steel corrugated shield; stainless-steel bands and tightening devices; and '
ASTM C 564, rubber sleeve.
b. Heavy-Duty, Shielded, Stainless-Steel Couplings: With stainless-steel
shield, stainless-steel bands and tightening devices, and ASTM C 564,
rubber sleeve. '
B. Solid-Wall PVC Pipe: ASTM D 2665, solid-wall drain, waste, and vent.
1. PVC Socket Fittings: ASTM D 2665, socket type, made to ASTM D 3311, drain, '
waste, and vent patterns.
PART 3 -EXECUTION
3.1
A.
B.
C.
3.2
A.
PIPING APPLICATIONS
Special pipe fittings with pressure ratings at least equal to piping pressure ratings may
be used in applications below, unless otherwise indicated.
Flanges and unions may be used on aboveground pressure piping, unless otherwise
indicated.
Waste and vent piping shall be any of the following:
1. Service class, hub-and-spigot, cast-iron soil pipe and fittings; gaskets; and
compression joints.
2. Hubless cast-iron soil pipe and fittings and sovent stack fittings; standard heavy-
duty shielded, stainless-steel couplings; and hubless-coupling joints.
3. Steel pipe, drainage fittings, and threaded joints.
4. Copper DWV tube, copper drainage fittings, and soldered joints.
5. Solid-wall ABS pipe, ABS socket fittings, and solvent-cemented joints.
6. Solid-wall PVC pipe, PVC socket fittings, and solvent-cemented joints.
PIPING INSTALLATION
Install cleanouts at grade and extend to where building sanitary drains connect to
building sanitary sewers.
B. Install cast-iron sleeve with water stop and mechanical sleeve seal at each service pipe
penetration through foundation wall. Select number of interlocking rubber links
required to make installation watertight. Sleeves and mechanical sleeve seals are
specified in Division 15 Section "Basic Mechanical Materials and Methods."
C. Make changes in direction for waste drainage and vent piping using appropriate
branches, bends, and long-sweep bends. Sanitary tees and short-sweep 1/4 bends
may be used on vertical stacks if change in direction of flow is from horizontal to
vertical. Use long-turn, double Y-branch and 1/8-bend fittings if 2 fixtures are installed
back to back or side by side with common drain pipe. Straight tees, elbows, and
15150 - 2
crosses may be used on vent lines. Do not change direction of flow more than 90
' degrees. Use proper size of standard increasers and reducers if pipes of different
sizes are connected. Reducing size of drainage piping in direction of flow is prohibited.
D. Lay buried building drainage piping beginning at low point of each system. Install true
to grades and alignment indicated, with unbroken continuity of invert. Place hub ends
of piping upstream. Install required gaskets according to manufacturer's written
instructions for use of lubricants, cements, and other installation requirements.
Maintain swab in piping and pull past each joint as completed.
E. Install soil and waste drainage and vent piping at the following minimum slopes, unless
' otherwise indicated:
1. Building Sanitary Drain: 2 percent downward in direction of flow for piping NPS 3
' (DN 80) and smaller; 1 percent downward in direction of flow for piping NPS 4
(DN 100) and larger.
2. Horizontal Sanitary Drainage Piping: 2 percent downward in direction of flow.
3. Vent Piping: 1 percent down toward vertical fixture vent or toward vent stack.
F. Sleeves are not required for cast-iron soil piping passing through concrete slabs-on-
grade if slab is without membrane waterproofing.
G. Install ABS soil and waste drainage and vent piping according to ASTM D 2661.
' H. Install PVC soil and waste drainage and vent piping according to ASTM D 2665.
I. Install underground PVC soil and waste drainage piping according to ASTM D 2321.
' J. Do not enclose, cover, or put piping into operation until it is inspected and approved by
authorities having jurisdiction.
' 3.3 JOINT CONSTRUCTION
' A. Cast-Iron, Soil-Piping Joints: Make joints according to CISPI's "Cast Iron Soil Pipe and
Fittings Handbook," Chapter IV, "Installation of Cast Iron Soil Pipe and Fittings."
' 1. Gasketed Joints: Make with rubber gasket matching class of pipe and fittings.
2. Hubless Joints: Make with rubber gasket and sleeve or clamp.
B. Soldered Joints: Use ASTM B 813, water-flushable, lead-free flux; ASTM B 32, lead-
free-alloy solder; and ASTM B 828 procedure, unless otherwise indicated.
C. PVC Nonpressure Piping Joints: Join piping according to ASTM D 2665.
3.4 CONNECTIONS
' A. Connect soil and waste piping to exterior sanitary sewerage piping. Use transition
fitting to join dissimilar piping materials.
' B. Connect drainage and vent piping to the following:
15150 - 3
1. Plumbing Fixtures: Connect drainage piping in sizes not smaller than required by
plumbing code. '
2. Plumbing Fixtures and Equipment: Connect atmospheric vent piping in sizes
indicated, but not smaller than required by authorities having jurisdiction.
3. Plumbing Specialties: Connect drainage and vent piping in sizes indicated, but
not smaller than required by plumbing code.
4. Equipment: Provide shutoff valve, if indicated, and union for each connection.
Use flanges instead of unions for connections NPS 2-1/2 (DN 65) and larger.
3.5 FIELD QUALITY CONTROL
A. During installation, notify authorities having jurisdiction at least 24 hours before
inspection must be made. Perform tests specified below in presence of authorities
having jurisdiction. '
1. Roughing-in Inspection: Arrange for inspection of piping before concealing or
closing-in after roughing-in and before setting fixtures.
2. Final Inspection: Arrange for final inspection by authorities having jurisdiction to '
observe tests specified below and to ensure compliance with requirements.
B. Reinspection: If authorities having jurisdiction find that piping will not pass test or '
inspection, make required corrections and arrange for reinspection.
C. Reports: Prepare inspection reports and have them signed by authorities having '
jurisdiction.
D. Test sanitary drainage and vent piping according to procedures of authorities having '
jurisdiction.
1. Repair leaks and defects with new materials and retest piping, or portion thereof,
until satisfactory results are obtained. '
2. Prepare reports for tests and required corrective action.
3.6 CLEANING '
A. Clean interior of piping. Remove dirt and debris as work progresses. '
B. Protect drains during remainder of construction period to avoid clogging with dirt and
debris and to prevent damage from traffic and construction work. '
C. Place plugs in ends of uncompleted piping at end of day and when work stops.
END OF SECTION 15150
15150 - 4 '
SECTION 15410 -PLUMBING FIXTURES
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Faucets for lavatories, showers, and sinks.
2. Flushometers.
3. Protective shielding guards.
4. Fixture supports.
5. Hot-water dispensers.
6. Urinals.
7. Lavatories.
8. Individual showers.
9. Service sinks.
B. Refer to Drawing A3.4 for equipment locations.
1.2 DEFINITIONS
A. ABS: Acrylonitrile-butadiene-styrene plastic.
B. Accessible Fixture: Plumbing fixture that can be approached, entered, and used by
people with disabilities.
C. FRP: Fiberglass-reinforced plastic.
D. PMMA: Polymethyl methacrylate (acrylic) plastic.
E. PVC: Polyvinyl chloride plastic.
F. Solid Surface: Nonporous, homogeneous, cast-polymer-plastic material with heat-,
impact-, scratch-, and stain-resistance qualities.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Operation and maintenance data.
15410 - 1
1.4 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
B. Regulatory Requirements: Comply with requirements in ICC A117.1, "Accessible and
Usable Buildings and Facilities"; Public Law 90-480, "Architectural Barriers Act"; and
Public Law 101-336, "Americans with Disabilities Act"; for plumbing fixtures for people
with disabilities.
C. NSF Standard: Comply with NSF 61, "Drinking Water System Components--Health
Effects," for fixture materials that will be in contact with potable water.
D. Select combinations of fixtures and trim, faucets, fittings, and other components that
are compatible.
E. Comply with the following applicable standards and other requirements specified for
plumbing fixtures:
1. Enameled, Cast-Iron Fixtures: ASME A112.19.1 M.
2. Plastic Shower Enclosures: ANSI 2124.2.
3. Porcelain-Enameled, Formed-Steel Fixtures: ASME A112.19.4M.
4. Slip-Resistant Bathing Surfaces: ASTM F 462.
5. Solid-Surface-Material Lavatories and Sinks: ANSI/ICPA SS-1.
6. Stainless-Steel Residential Sinks: ASME A112.19.3.
7. Water-Closet, Flushometer Tank Trim: ASSE 1037.
F. Comply with the following applicable standards and other requirements specified for
shower faucets:
1. Backflow Protection Devices for Hand-Held Showers: ASME A112.18.3M.
2. Faucets: ASME A112.18.1.
3. Hand-Held Showers: ASSE 1014.
4. High-Temperature-Limit Controls for Thermal-Shock-Preventing Devices:
ASTM F 445.
5. Hose-Coupling Threads: ASME 61.20.7.
6. Manual-Control Antiscald Faucets: ASTM F 444.
7. Pipe Threads: ASME B1.20.1.
8. Pressure-Equalizing-Control Antiscald Faucets: ASTM F 444 and ASSE 1016.
G. Comply with the following applicable standards and other requirements specified for
miscellaneous fittings:
1. Atmospheric Vacuum Breakers: ASSE 1001.
2. Brass and Copper Supplies: ASME A112.18.1.
3. Brass Waste Fittings: ASME A112.18.2.
H. Comply with the following applicable standards and other requirements specified for
miscellaneous components:
1. Flexible Water Connectors: ASME A112.18.6.
15410 - 2
' 2. Grab Bars: ASTM F 446.
3. Hose-Coupling Threads: ASME 61.20.7.
' 4. Hot-Water Dispensers: ASSE 1023 and UL 499.
5. Off-Floor Fixture Supports: ASME A112.6.1 M.
6. Pipe Threads: ASME B1.20.1.
' 7. Plastic Toilet Seats: ANSI 2124.5.
8. Supply and Drain Protective Shielding Guards: ICC A117.1.
PART 2 -PRODUCTS
' 2.1 LAVATORY FAUCETS
A. Lavatory Faucets:
' 1. Description: Two-handle mixing valve. Include hot- and cold-water indicators;
coordinate faucet inlets with supplies and fixture holes; coordinate outlet with
' spout and fixture receptor.
a. Body Material: Commercial, solid brass.
' b. Finish: Polished chrome plate.
c. Maximum Flow Rate: 0.5 gpm (1.5 Umin.).
d. Maximum Flow: 0.25 gal. (0.95 L).
' e. Centers: 4 inches (102 mm).
f. Mounting: Deck, exposed.
g. Valve Handle(s): Lever.
h. Inlet(s): NPS 3/8 (DN 10) tubing, plain end.
' i. Spout: Rigid type.
j. Spout Outlet: Aerator.
k. Operation: Compression, manual.
' I. Drain: Not required.
m. Tempering Device: Not required.
' 2.2 SHOWER FAUCETS
' 1. Description: Single-handle pressure-balance valve. Include hot- and cold-water
indicators; check stops; and shower head, arm, and flange. Coordinate faucet
inlets with supplies and outlet with diverter valve.
' a. Body Material: Solid brass.
b. Finish: Polished chrome plate.
c. Maximum Flow Rate: 5 gpm, unless otherwise indicated.
d. Diverter Valve: Not required.
e. Mounting: Concealed.
f. Backflow Protection Device for Hand-Held Shower: Not required.
g. Operation: Compression, manual.
h. Antiscald Device: Integral with mixing valve.
i. Check Stops: Check-valve type, integral with or attached to body; on hot-
' and cold-water supply connections.
' 15410-3
j. Supply Connections: NPS 1/2 (DN 15). '
k. Shower Head Type: Ball joint.
I. Shower Head Material: Combined, metallic and nonmetallic with chrome- '
plated finish.
m. Spray Pattern: Fixed.
n. Integral Volume Control: Not required. '
o. Shower-Arm Flow-Control Fitting: Not required.
p. Temperature Indicator: Not required.
2.3 FLUSHOMETERS
A. Flushometers: '
1. Description: Flushometer for urinal-type fixture. Include brass body with
corrosion-resistant internal components, control stop with check valve, vacuum '
breaker, copper or brass tubing, and polished chrome-plated finish on exposed
parts.
a. Internal Design: Diaphragm or piston operation. '
b. Style: Exposed.
c. Inlet Size: NPS 3/4 (DN 20). '
d. Trip Mechanism: Oscillating, lever-handle actuator.
e. Consumption: 1.0 gal./flush
2.4 FIXTURE SUPPORTS ,
A. Available Manufacturers: Subject to compliance with requirements, manufacturers '
offering products that may be incorporated into the Work include, but are not limited to,
the following:
1. Josam Company. ,
2. MIFAB Manufacturing Inc.
3. Smith, Jay R. Mfg. Co. ,
4. Tyler Pipe; Wade Div.
5. Watts Drainage Products Inc.; a div. of Watts Industries, Inc.
6. Zurn Plumbing Products Group; Specification Drainage Operation. ,
B. Urinal Supports:
1. Description: Type I, urinal carrier with fixture support plates and coupling with '
seal and fixture bolts and hardware matching fixture for wall-mounting, urinal-
type fixture. Include steel uprights with feet.
2.5 HOT-WATER DISPENSERS
A. Hot-Water Dispensers: '
15410 - 4 '
1. Manufacturers: Subject to compliance with requirements, provide products by
one of the following:
a. Anaheim Manufacturing, Inc.; a Subsidiary of Western Industries, Inc.
b. In-Sink-Erator; a div. of Emerson Electric Co.
c. Elkay Manufacturing Co.
d. KitchenAid.
' 2. Description: Spout with twist-knob or push-button, flow control, household-type
dispenser with instant on-off control; insulated, corrosion-resistant-metal storage
tank that is open to atmosphere; electric heating element; chrome-plated faucet
' or spout; removable strainer; thermostat control for water temperature up to 190
deg F (88 deg C); and thermal-overload protection.
a. Storage Tank Capacity: 0.5 gal. (1.5 L).
' b. Heating Element: 750 W minimum, 115-V ac.
' 2.6 URINALS
A. Urinals:
' 1. Description: Wall-mounting, back-outlet, vitreous-china fixture designed for
flushometer valve operation.
' a. Type: Blowout with extended shields.
b. Strainer or Trapway: Open trapway with integral trap.
c. Design Consumption: 0.5 gal./flush (1.9 L/flush).
' d. Color: White.
e. Supply Spud Size: NPS 3/4 (DN 20).
f. Outlet Size: NPS 1-1/2 (DN 40).
' g. Flushometer.
h. Fixture Support: Urinal chair carrier.
' 2.7 LAVATORIES
' A. Lavatories:
1. Description: Accessible, counter-mounting, enameled, cast-iron fixture.
a. Type: Self-Rimming.
b. Size: Noted on drawings.
c. Faucet Hole Location: Top.
' d. Pedestal: Not required.
e. Color: White.
f. Faucet: Lavatory.
' g. Supplies: NPS 3/8 (DN 10) chrome-plated copper with stops.
h. Drain: Grid.
i. Drain Piping: NPS 1-114 (DN 32) chrome-plated, cast-brass P-trap; NPS 1-
' 1/4 (DN 32) thick tubular brass waste to wall; and wall escutcheon.
15410 - 5
Drain Pi in Schedule 40 ABS or PVC, NPS 1-1/4 DN 32 P-tra NPS 1- ,
1• P~ 9~ ( ) p~
1/4 (DN 32), tubular waste to wall; and wall escutcheon.
k. Hair Interceptor: Not required. '
I. Fixture Support: Counter.
2.8 INDIVIDUAL SHOWERS '
A. Individual Showers: '
1. Description: FRP shower enclosure with slip-resistant bathing surface and
shower rod with curtain. '
a. Size: 36 by 34 inches (915 by 865 mm).
b. Surround: One piece.
c. Color: White. '
d. Drain Location: Center.
e. Accessibility Options: Include grab bar and bench.
f. Faucet: Shower. '
g. Drain: Grid, NPS 2 (DN 50).
2.9 SERVICE SINKS ,
A. Service Sinks: Install service sink provided by City. '
PART 3 -EXECUTION
3.1 INSTALLATION
A. Assemble plumbing fixtures, trim, fittings, and other components according to ,
manufacturers' written instructions.
B. Cut and patch existing concrete floor where required to install drain and supply lines to '
new shower in existing Women's Toilet Room. Remove existing water closet and
reuse in new Toilet Room.
C. Install off-floor supports, affixed to building substrate, for wall-mounting fixtures. '
1. Use carrier supports with waste fitting and seal for back-outlet fixtures. '
2. Use carrier supports without waste fitting for fixtures with tubular waste piping.
3. Use chair-type carrier supports with rectangular steel uprights for accessible
fixtures.
D. Install back-outlet, wall-mounting fixtures onto waste fitting seals and attach to
supports. '
E. Install floor-mounting fixtures on closet flanges or other attachments to piping or
building substrate.
15410 - 6 ,
'
F. Install wall-mountin fixtures with tubular waste i in attached to su orts.
9 P P 9 PP
' G. Install fixtures level and plumb according to roughing-in drawings.
H. Install water-supply piping with stop on each supply to each fixture to be connected to
' water distribution piping. Attach supplies to supports or substrate within pipe spaces
behind fixtures. Install stops in locations where they can be easily reached for
operation.
' I. Install trap and tubular waste piping on drain outlet of each fixture to be directly
connected to sanitary drainage system.
' J. Install tubular waste piping on drain outlet of each fixture to be indirectly connected to
drainage system.
' K. Install flushometer valves for urinals with handle mounted on wide side of
compartment. Install other actuators in locations that are easy for people with
disabilities to reach.
L. Install faucet-spout fittings with specified flow rates and patterns in faucet spouts if
faucets are not available with required rates and patterns. Include adapters if required.
' M. Install traps on fixture outlets.
1. Exception: Omit trap on fixtures with integral traps.
t 2. Exception: Omit trap on indirect wastes, unless otherwise indicated.
N. Install hot-water dispensers in back top surface of sink or in countertop with spout over
t sink.
O. Install escutcheons at piping wall and ceiling penetrations in exposed, finished
' locations and within cabinets and millwork. Use deep-pattern escutcheons if required
to conceal protruding fittings.
' P. Set showers in leveling bed of cement grout.
Q. Seal joints between fixtures and walls, floors, and countertops using sanitary-type, one-
' part, mildew-resistant silicone sealant. Match sealant color to fixture color.
3.2 CONNECTIONS
A. Piping installation requirements are specified in other Division 15 Sections. Drawings
indicate general arrangement of piping, fittings, and specialties.
' B. Connect fixtures with water supplies, stops, and risers, and with traps, soil, waste, and
vent piping. Use size fittings required to match fixtures.
15410-7
r
3.3
A
B
C
D
3.4
A
B
FIELD QUALITY CONTROL
Verify that installed plumbing fixtures are categories and types specified for locations
where installed.
Check that plumbing fixtures are complete with trim, faucets, fittings, and other
specified components.
Inspect installed plumbing fixtures for damage. Replace damaged fixtures and
components.
Test installed fixtures after water systems are pressurized for proper operation.
Replace malfunctioning fixtures and components, then retest. Repeat procedure until
units operate properly.
PROTECTION
Provide protective covering for installed fixtures and fittings.
Do not allow use of plumbing fixtures for temporary facilities unless approved in writing
by City.
END OF SECTION 15410
15410 - 8
SECTION 15485 -ELECTRIC WATER HEATERS
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Light-commercial electric water heaters.
2. Water heater accessories.
1.2 SUBMITTALS
A. Product Data: For each type and size of water heater indicated. Include rated
capacities, operating characteristics, furnished specialties, and accessories.
B. Shop Drawings: None required.
C. Operation and maintenance data.
D. Warranty.
1.3 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
B. ASME Compliance: Where ASME-code construction is indicated, fabricate and label
commercial water heater storage tanks to comply with ASME Boiler and Pressure
Vessel Code: Section VIII, Division 1.
C. Comply with NSF 61, "Drinking Water System Components -Health Effects; Sections 1
through 9" for all components that will be in contact with potable water.
1.4 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to
repair or replace components of electric water heaters that fail in materials or
workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Structural failures including storage tank and supports.
b. Faulty operation of controls.
15485 - 1
c. Deterioration of metals, metal finishes, and other materials beyond normal
use.
2. Warranty Period(s): From date of Substantial Completion:
a. Commercial Electric Water Heaters: Three years.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where titles below introduce lists, the following requirements
apply to product selection:
1. Available Manufacturers: Subject to compliance with requirements,
manufacturers offering products that may be incorporated into the Work include,
but are not limited to, manufacturers specified.
2. Manufacturers: Subject to compliance with requirements, provide products by
one of the manufacturers specified.
2.2 LIGHT-COMMERCIAL ELECTRIC WATER HEATERS
A. Description: Comply with UL 174 for household, storage electric water heaters.
1. Available Manufacturers:
a. American Water Heater Company.
b. Bradford White Corporation.
c. Electric Heater Company (The); Hubbell Heaters Division.
d. GSW Water Heating Company.
e. Heat Transfer Products, Inc.
f. Lochinvar Corporation.
g. Rheem Water Heater Div.; Rheem Manufacturing Company.
h. Ruud Water Heater Div.; Rheem Manufacturing Company.
i. Smith, A. O. Water Products Company.
j. State Industries, Inc.
2. Storage-Tank Construction: Steel, vertical arrangement.
a. Tappings: ASME B1.20.1 pipe thread.
b. Pressure Rating: 150 psig (1035 kPa).
c. Interior Finish: Comply with NSF 61 barrier materials for potable-water
tank linings, including extending lining material into tappings.
3. Factory-Installed Storage-Tank Appurtenances:
a. Anode Rod: Replaceable magnesium.
b. Dip Tube: Provide unless cold-water inlet is near bottom of tank.
c. Drain Valve: ASSE 1005.
15485 - 2
' d. Insulation: Com I with ASHRAE/IESNA 90.1 or ASHRAE 90.2.
PY
e. Jacket: Steel with enameled finish.
' f. Heat Trap Fittings: Inlet type in cold-water inlet and outlet type in hot-water
outlet.
g. Heating Elements: Two; electric, screw-in immersion type; wired for
' simultaneous operation, unless otherwise indicated.
h. Temperature Control: Adjustable thermostat for each element.
i. Safety Control: High-temperature-limit cutoff device or system.
' j. Relief Valve: ASME rated and stamped and complying with
ASME PTC 25.3 for combination temperature and pressure relief valves.
Include relieving capacity at least as great as heat input, and include
pressure setting less than water heater working-pressure rating. Select
relief valve with sensing element that extends into storage tank.
' 4. Special Requirements: NSF 5 construction with legs for off-floor installation.
5. Capacity and Characteristics:
a. Capacity: 40 gal.
' b. Recovery: 32 gph at 100 deg F (56 deg C) temperature rise.
c. Heating Elements: 4 kW each.
d. Temperature Setting: 140 deg F.
' e. Electrical Characteristics:
1) Power Demand: 8000 watts
' 2) Volts: 480.
3) Phases: Single.
4) Hertz: 60.
' 5) Full-Load Amperes: 17 amperes.
6) Minimum Circuit Ampacity: 30 amperes.
7) Maximum Overcurrent Protection: 30 amperes.
' 6. Rheem #ELDS40, or equal.
' 2.3 WATER HEATER ACCESSORIES
A. Water Heater Stands: Water heater manufacturer's factory-fabricated steel stand for
' floor mounting and capable of supporting water heater and water. Include dimension
that will support bottom of water heater a minimum of 18 inches (457 mm) above the
floor.
B. Drain Pans: Corrosion-resistant metal with raised edge. Include dimensions not less
than base of water heater and include drain outlet not less than NPS 3/4 (DN 20).
' C. Piping-Type Heat Traps: Field-fabricated piping arrangement according to
ASHRAE/IESNA 90.1 or ASHRAE 90.2.
' D. Water Regulators: ASSE 1003, water-pressure reducing valve. Set at 25-psig- (172.5-
kPa-) maximum outlet pressure, unless otherwise indicated.
' E. Shock Absorbers: ASSE 1010 or PDI WH 201, Size A water hammer arrester.
' 15485 - 3
PART 3 -EXECUTION '
3.1 WATER HEATER INSTALLATION ,
A. Install commercial water heaters on concrete bases. '
1. Exception: Omit concrete bases for commercial water heaters if installation on
stand, bracket, suspended platform, or direct on floor is indicated. '
2. Concrete base construction requirements are specified in Division 15 Section
"Basic Mechanical Materials and Methods."
B. Install water heaters level and plumb, according to layout drawings, original design, '
and referenced standards. Maintain manufacturer's recommended clearances.
Arrange units so controls and devices needing service are accessible.
C. Install combination temperature and pressure relief valves in top portion of storage '
tanks. Use relief valves with sensing elements that extend into tanks. Extend
commercial, water-heater, relief-valve outlet, with drain piping same as domestic water '
piping in continuous downward pitch, and discharge by positive air gap onto closest
floor drain.
D. Install water heater drain piping as indirect waste to spill by positive air gap into open ,
drains or over floor drains. Install hose-end drain valves at low points in water piping
for water heaters that do not have tank drains. '
E. Install thermometer on outlet piping of water heaters.
F. Install piping-type heat traps on inlet and outlet piping of water heater storage tanks '
without integral or fitting-type heat traps.
G. Fill water heaters with water. '
3.2 CONNECTIONS ,
A. Install piping adjacent to water heaters to allow service and maintenance. Arrange
piping for easy removal of water heaters. '
B. Ground equipment according to Division 16.
C. Connect wiring according to Division 16 Section "Basic Material and Methods."
3.3 FIELD QUALITY CONTROL '
A. Perform the following field tests and inspections:
1. Leak Test: After installation, test for leaks. Repair leaks and retest until no leaks '
exist.
2. Operational Test: After electrical circuitry has been energized, confirm proper
operation. '
15485 - 4 '
3. Test and adjust controls and safeties. Replace damaged and malfunctioning
controls and equipment.
B. Remove and replace water heaters that do not pass tests and inspections and retest
as specified above.
END OF SECTION 15485
15485 - 5
SECTION 15663 -HEAT PUMPS
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes factory-assembled and -tested, forced-draft heat pump.
1.2 SUBMITTALS
A. Product Data: Include rated capacities, pressure drop, fan performance data,
installation instructions, furnished specialties, and accessories.
B. Coordination Drawings: Drawn to scale and coordinating structural supports, piping
and wiring roughing-in requirements (determine spaces reserved for electrical
equipment), and access requirements for service and maintenance.
C. Operation and maintenance data.
D. Warranties.
E. LEED Submittals:
1. Credit EA 4: Manufacturers' product data for refrigerants, including printed
statement that refrigerants are free of HCFCs.
1.3 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
B. ASME Compliance: Fabricate and label heat-exchange coils to comply with ASME
Boiler and Pressure Vessel Code: Section VIII, Division 1.
C. Comply with NFPA 70.
D. Units shall be designed to operate with R410A refrigerant.
1.4 COORDINATION
A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases.
15663 -1
1.5 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to '
repair or replace the following components of evaporative condensers that fail in
materials or workmanship within specified warranty period:
1. Fan, motor, drive shaft, bearings, and motor supports.
2. Tube bundle.
3. External-circuit circulating pump. '
4. Warranty Period: Five years from date of Substantial Completion.
PART 2 -PRODUCTS '
2.1 MANUFACTURERS '
A. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to, ,
the following:
1. Carrier Corporation; Carrier Air Conditioning Div. '
2. Lennox Industries Inc.
3. Trane Co. (The); Worldwide Applied Systems Group.
4. York International Corp. '
2.2 MANUFACTURED UNITS
A. Description: Factory-assembled and-tested, forced-draft air exchange heat pumps. ,
B. Characteristics and Capacities:
1. Refrigerant Type: R-410A
2. SEER: Up to 15.50. '
3. HSPF: Up to 8.50
4. Number of Fans: One, direct-drive, propeller type, balanced.
5. Electrical Characteristics: 208-V ac, 1 phase, 60 Hz.
6. Noise Rating: 74 dB.
C. Lennox #XP13-024-230, or equal.
2.3 MATERIALS
A. Casing Material: Galvanized sheet steel, textured paint finish. '
B. Inlet Louvers: Hinged for easy service access. '
15663 - 2 ,
' PART 3 - EXECUTI N
O
' 3.1 INSTALLATION
' A. Install units on 4" thick, steel reinforced concrete bases.
B. Concrete Bases: Anchor evaporative condenser to concrete base.
' 1. Install dowel rods to connect concrete base to concrete floor. Unless otherwise
indicated, install dowel rods on 18-inch (450-mm) centers around full perimeter of
the base.
2. For equipment supported on structural slab, install epoxy-coated anchor bolts
that extend through concrete base and anchor into structural concrete floor.
3. Place and secure anchorage devices. Use setting drawings, templates,
' diagrams, instructions, and directions furnished with items to be embedded.
4. Install anchor bolts to elevations required for proper attachment to supported
equipment.
' 5. Install anchor bolts according to anchor-bolt manufacturer's written instructions.
C. Vibration Isolation: Rubber pads with a minimum deflection of 0.25 inch.
D. Maintain manufacturer's recommended clearances for service and maintenance.
' E. Loose Equipment: Install electrical components, devices, and accessories that are not
factory mounted.
F. Piping installation requirements are specified in other Division 15 Sections.
' G. Connect overflow drain and bleed lines to sanitary sewage system.
' H. Refrigerant Piping: Comply with applicable requirements of manufacturer. Connect to
unit coil with isolation valves and union at each connection.
' I. Ground according to Division 16.
J. Connect wiring according to Division 16 Section "Basic Materials and Methods."
' 3.2 FIELD QUALITY CONTROL
' A. Perform the following field tests and inspections and prepare test reports:
1. Perform electrical test and visual and mechanical inspection.
' 2. Leak Test: After installation, charge systems with refrigerant and oil and test for
leaks. Repair leaks, replace lost refrigerant and oil, and retest until no leaks
exist.
' 3. Operational Test: After electrical circuitry has been energized, start units to
confirm proper operation, product capability, and compliance with requirements.
4. Test and adjust controls and safeties. Replace damaged and malfunctioning
' controls and equipment.
5. Verify proper airflow over coils.
' 15663 - 3
B. Verif that vibration isolation and flexible connections ro erl dam en vibration '
y P P Y P
transmission to structure.
C. Remove and replace malfunctioning components and retest as specified above. '
END OF SECTION 15663
15663 - 4
SECTION 15763 -FAN-COIL UNITS
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes fan-coil units and accessories.
1.2 SUBMITTALS
A. Product Data: Include rated capacities, operating characteristics, furnished specialties,
and accessories.
B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loads,
required clearances, method of field assembly, components, and location and size of
each field connection.
1. Wiring Diagrams: Power, signal, and control wiring.
C. Field quality-control test reports.
D. Operation and maintenance data.
1.3 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. Basis-of-Design Product: The design for each fan-coil unit is based on the product
named. Subject to compliance with requirements, provide either the named product or
a comparable product by one of the other manufacturers specified.
2.2 DUCTED FAN-COIL UNITS
A. Description: Factory-packaged and -tested units rated according to ARI440,
ASHRAE 33, and UL 1995.
B. Coil Section Insulation: 1/2-inch thick glass fiber complying with ASTM C 1071 and
attached with adhesive complying with ASTM C 916.
15763 - 1
1. Fire-Hazard Classification: Insulation and adhesive shall have a combined
maximum flame-spread index of 25 and smoke-developed index of 50 when
tested according to ASTM E 84.
C.
D.
E
F.
Drain Pans: Plastic formed to slope from all directions to the drain connection as
required by ASHRAE 62.
Chassis: Galvanized steel where exposed to moisture, with baked-enamel finish and
removable access panels.
Cabinets: Steel with baked-enamel finish in manufacturer's standard paint color.
1. Supply-Air Plenum: Sheet metal plenum finished and insulated to match the
chassis.
2. Return-Air Plenum: Sheet metal plenum finished to match the chassis.
3. Mixing Plenum: Sheet metal plenum finished and insulated to match the chassis
with outdoor- and return-air, formed-steel dampers.
4. Dampers: Galvanized steel with extruded-vinyl blade seals, flexible-metal jamb
seals, and interlocking linkage.
Filters: Minimum arrestance according to ASHRAE 52.1, and a minimum efficiency
reporting value (MERV) according to ASHRAE 52.2.
1. Washable Foam: 70 percent arrestance and 3 MERV.
2. Glass Fiber Treated with Adhesive: 80 percent arrestance and 5 MERV.
3. Pleated Cotton-Polyester Media: 90 percent arrestance and 7 MERV.
G. Electric-Resistance Heating Coils: Nickel-chromium heating wire, 10kW, free of
expansion noise and hum, mounted in ceramic inserts in a galvanized-steel housing;
with fuses in terminal box for overcurrent protection and limit controls for high-
temperature protection of heaters. Terminate elements in stainless-steel machine-
staked terminals secured with stainless-steel hardware.
H. Direct-Driven Fans: Double width, forward curved, centrifugal; with permanently
lubricated, multispeed motor resiliently mounted in the fan inlet. Aluminum or painted-
steel wheels, and painted-steel or galvanized-steel fan scrolls.
Belt-Driven Fans: Double width, forward curved, centrifugal; with permanently
lubricated, single-speed motor installed on an adjustable fan base resiliently mounted
in the cabinet. Aluminum or painted-steel wheels, and painted-steel or galvanized-
steel fan scrolls.
J. Basic Unit Controls:
1. Control voltage transformer.
2. Wall-mounting thermostat with the following features.
a. Heat-cool-off switch.
b. Fan on-auto switch.
c. Fan-speed switch.
d. Automatic changeover.
15763 - 2
e. Adjustable deadband.
f. Exposed set point.
g. Exposed indication.
h. Degree F indication.
3. Wall-mounting temperature sensor.
4. Unoccupied-period-override push button.
K. Terminal Controller:
1. Scheduled Operation: Occupied and unoccupied periods on seven-day clock
with a minimum of four programmable periods per day.
2. Unoccupied Period Override Operation: Two hours.
3. Unit Supply-Air Fan Operation:
a. Occupied Periods: Fan runs continuously.
b. Unoccupied Periods: Fan cycles to maintain room setback temperature.
4. Outdoor-Air Damper Operation:
a. Occupied Periods: Open damper to fixed position for 10 percent outdoor
air.
b. Unoccupied Periods: Close damper.
5. Outdoor-Air Damper Operation:
a. Occupied Periods:
1) Outdoor-Air Temperature below Room Temperature: If room
temperature is above room-temperature set point, modulate outdoor-
and return-air dampers to maintain room-temperature set point
(outdoor-air economizer). If room temperature is below set point,
position damper to fixed minimum setting.
2) Outdoor-Air Temperature above Room Temperature: Position
damper to fixed minimum position for 10 percent outdoor air.
b. Unoccupied Periods: Close outdoor-air damper and open return-air
damper.
6. Controller shall have volatile-memory backup.
L. Electrical Connection: Factory wire motors and controls fora single electrical
connection.
M. Lennox #CBX32M-030-230-6 w/#ECB29-10 2-stage electric heating elements, or
equal.
15763 - 3
PART 3 -EXECUTION
3.1 INSTALLATION
A. Install fan-coil units to comply with NFPA 90A.
B. Mount fan-coil units on structure with vibration isolators.
C. Verify locations of thermostats and other exposed control sensors with Drawings and
room details before installation. Install devices 48 inches above finished floor.
D. Install new filters in each fan-coil unit within two weeks after Substantial Completion.
E. Specific connection requirements are as follows:
1. Install piping adjacent to machine to allow service and maintenance.
2. Connect condensate drain to indirect waste.
a. Install condensate trap of adequate depth to seal against the pressure of
fan. Install cleanouts in piping at changes of direction.
F. Connect supply and return ducts to fan-coil units with flexible duct connectors. Comply
with safety requirements in UL 1995 for duct connections.
3.2
A.
B.
FIELD QUALITY CONTROL
Perform the following field tests and inspections and prepare test reports:
1. Operational Test: After electrical circuitry has been energized, start units to
confirm proper motor rotation and unit operation.
2. Operate electric heating elements through each stage to verify proper operation
and electrical connections.
3. Test and adjust controls and safety devices. Replace damaged and
malfunctioning controls and equipment.
Remove and replace malfunctioning units and retest as specified above.
END OF SECTION 15763
15763 - 4
SECTION 15816 -NONMETAL DUCTS
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes fibrous-glass ducts.
1.2 SUBMITTALS
A. Product Data: For fibrous-glass duct materials.
B. Shop Drawings: Show fabrication and installation details for fibrous-glass ducts.
1. Penetrations through fire-rated and other partitions.
2. Duct accessories, including access doors and panels.
1.3 QUALITY ASSURANCE
A. NFPA Compliance:
1. NFPA 90A, "Installation of Air Conditioning and Ventilating Systems."
2. NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems."
B. UL Compliance: UL listed and labeled as complying with UL 181, Class 1.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
1. CertainTeed Corporation; HVAC Insulation Group.
2. Johns Manville International, Inc.
3. Knauf Fiber Glass GmbH.
4. Owens Corning.
2.2 FIBROUS-GLASS DUCTS
A. Materials:
1. Glass fibers bonded with thermosetting resin.
15816 - 1
2. Facing: Fire-resistive, reinforced, foil-scrim-kraft barrier.
3. Air-Side Surface: Treated to prevent erosion of fibers by air movement.
4. Thermal Conductivity (k-Value): 0.26 at 75 deg F (0.037 at 24 deg C) mean
temperature.
5. Required Markings: EI-rating, UL label, and other markings required by UL 181
on each full sheet of duct board; UL ratings for closure materials.
6. Moisture Absorption: Not exceeding 5 percent by weight at 120 deg F (49 deg C)
and 95 percent relative humidity for 96 hours when tested according to
ASTM C 1104/C 1104M.
7. Vapor-Barrier Permeability: 0.02 perms (1.2 ng/Pa x s x sq. m) maximum when
tested according to ASTM E 96, Procedure A.
8. Noise-Reduction Coefficient: 0.65 minimum when tested according to
ASTM C 423, Mounting A.
9. Temperature Limits: 250 deg F (121 deg C) inside ducts; 150 deg F (66 deg C)
ambient temperature surrounding ducts.
10. Fabrication: Fabricate and assemble ducts according to SMACNA's "Fibrous
Glass Duct Construction Standards."
B. Rigid Round Ducts: Cylindrically molded sections of fibrous-glass duct board
fabricated with 10 sides to form near-round ducts. Fire-resistive, reinforced, foil-scrim-
kraft facing on the outside.
1. Thickness: 1 inch (25 mm).
2. End Treatment, Factory-Molded Round Ducts: Premolded, high-density slip
joints. Facing extends on end with external portion of joint to form stapling tab.
C. Reinforcements:
1. Channel Reinforcements for Ducts with a Maximum ID of 60 Inches (1525 mm)
or Less: Channels formed from 0.034-inch- (0.85-mm-) thick, galvanized sheet
metal with ASTM A 653/A 653M, G60 (2180) coating designation.
2. Tie-Rod Reinforcements: 0.108-inch (2.7-mm) galvanized-steel wire, of length to
suit termination method.
3. Reinforcing Rod Washers: 2-1/2-inch- (64-mm-) square by 0.028-inch- (0.7-mm-
thick, galvanized-steel washer with turned edges and volcano-type center hole.
4. Sag-Control Supports: 1/2-inch (16-GRC) galvanized-steel conduit.
D. Closure:
1. Pressure-Sensitive Tape:
reinforced, aluminum-foil
with required information.
2. Heat-Activated Tape: A
reinforced, foil-scrim tape
required information.
E. Hangers and Supports:
A minimum of 2-1/2-inch- (64-mm-) wide, glass-fiber-
tape complying with UL 181 A, Part P, and imprinted
minimum of 2-1/2-inch- (64-mm-) wide, glass-fiber-
complying with UL 181 A, Part H, and imprinted with
Hanger Materials: Galvanized sheet steel; galvanized-steel hanger wire; and
galvanized-steel channels.
15816 - 2
' F. Shop Fabrication: Comply with SMACNA's "Fibrous Glass Duct Construction
Standards."
' 1. Attach metal components to fibrous-glass ducts with galvanized-steel washers on
opposite surfaces of duct walls.
' PART 3 -EXECUTION
' 3.1 INSTALLATION
' A. Install ducts with fewest possible joints.
B. Install ducts, unless otherwise indicated, vertically and horizontally and parallel and
perpendicular to building lines; avoid diagonal runs.
C. Install ducts close to walls, overhead construction, columns, and other structural and
permanent enclosure elements of building.
' D. Install ducts with a clearance of 1 inch (25 mm).
' E. Conceal ducts from view in finished spaces. Do not encase horizontal runs in solid
partitions unless specifically indicated. Install exposed in unfinished spaces.
F. Non-Fire-Rated Partition Penetrations: Where ducts pass through interior partitions
' and exterior walls and are exposed to view, conceal spaces between construction
openings and ducts with sheet metal flanges of same metal thickness as ducts.
Overlap opening on 4 sides by at least 1-1/2 inches (38 mm).
G. Fire-Rated Partition Penetrations: Where ducts pass through interior partitions and
exterior walls, install appropriately rated fire dampers, sleeves, and firestopping
' sealant. Fire and smoke dampers are specified in Division 15 Section "Duct
Accessories." Firestopping materials and installation methods are specified in
Division 7 Section "Through-Penetration Firestop Systems."
H. Install fibrous-glass ducts and fittings according to SMACNA's "Fibrous Glass Duct
Construction Standards".
' I. Field fabricate fibrous-glass ducts according to SMACNA's "Fibrous Glass Duct
Construction Standards."
1. Attach metal components to fibrous-glass ducts with galvanized-steel washers on
' opposite surfaces of duct walls.
2. Closure: Construct seams and joints according to NAIMA AH116.
3. Install reinforcements according to SMACNA's "Fibrous Glass Duct Construction
' Standards."
4. Support rigid round and rectangular ducts according to SMACNA's "Fibrous
Glass Duct Construction Standards."
5. Install upper attachments to structures with an allowable load not exceeding one-
fourth of failure (proof-test) load.
' 15816 - 3
J.
K.
L.
M
N.
O.
P.
Building Attachments: Install powder-actuated concrete fasteners after concrete is
placed and completely cured.
Duct Attachments: Support horizontal ducts with trapeze-type hangers.
Hangers: Suspend duct attachments from building attachments with one of the
following hanger types:
1. Galvanized sheet metal strips, a minimum of 0.034 by 1 inch (0.85 by 25 mm)
wide.
2. Galvanized-steel rods, 1/4 inch (6 mm) in diameter, threaded along entire length.
3. Galvanized-steel wire, 0.108 inch (2.8 mm) minimum.
Attach hangers to joints and reinforcing channels that occur within required hanger
spacing. Attach hangers to transmit load to sides and bottom channels and no more
than 6 inches (150 mm) from sides of ducts.
Support equipment and metal duct components and accessories independent of ducts.
Support terminal components separately.
Install sheet metal sleeves to support dampers. For motorized dampers, extend
sleeves to support operators.
END OF SECTION 15816
15816 - 4
SECTI ON 15838 -POWER VENTILATORS
'
PART 1 -GENERAL
1.1 SUMMARY
' A. This Section includes the following:
1. Vane axial wall ventilators.
' 1.2 SUBMITTALS
' A. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loads,
required clearances, method of field assembly, components, and location and size of
each field connection.
1.3 QUALITY ASSURANCE
' A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
'
B. NEMA Compliance: Motors and electrical accessories shall comply with NEMA
standards.
' C. UL Standard: Power ventilators shall comply with UL 705.
' PART 2 -PRODUCTS
' 2.1 WALL VENTILATORS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers
' offering products that may be incorporated into the Work include, but are not limited to,
the following:
' 1. Acme Engineering & Mfg. Corp.
2. Breidert Air Products.
3. Carnes Company HVAC.
4. Greenheck Fan Corp.
' 5. JencoFan; Div. of Breidert Air Products.
6. Loren Cook Company.
' 7. Penn Ventilation.
B. Description: Belt-driven axial fans consisting of housing, wheel, fan shaft, bearings,
' motor and disconnect switch, drive assembly, and accessories.
' 15838 - 1
C. Housin Hea - a eremovable s un-aluminum dome to and outlet baffle; venturi '
9 vY99, P P
inlet cone.
D. Fan Wheel: Aluminum hub and wheel with backward-inclined blades. '
E. Belt-Driven Drive Assembly: Resiliently mounted to housing, with the following '
features:
1. Fan Shaft: Turned, ground, and polished steel; keyed to wheel hub. '
2. Shaft Bearings: Zerk fittings to allow for lubrication.
3. Pulleys: Cast-iron, adjustable-pitch motor pulley.
4. Fan and motor isolated from exhaust airstream. '
F. Accessories:
1. Disconnect Switch: Nonfusible type, with thermal-overload protection mounted ,
inside fan housing, factory wired through internal aluminum conduit.
2. Bird Screens: Removable, 1/2-inch mesh, aluminum or brass wire.
3. Wall Grille: Ring type for flush mounting. '
4. Dampers: Counterbalanced, parallel-blade, backdraft dampers mounted in wall
sleeve; factory set to close when fan stops.
5. Motorized Intake Dampers: Parallel-blade dampers mounted in curb base with ,
electric actuator; wired to close when fan stops.
2.2 MOTORS '
A. Enclosure Type: Totally enclosed, fan cooled.
PART 3 -EXECUTION
3.1 INSTALLATION
A. Install power ventilators level and plumb. '
B. Support units using elastomeric mounts having a static deflection of 1 inch. '
C. Install units with clearances for service and maintenance.
D. Duct installation and connection requirements are specified in other Division 15 '
Sections. Drawings indicate general arrangement of ducts and duct accessories.
Make final duct connections with flexible connectors.
E. Install ducts adjacent to power ventilators to allow service and maintenance. '
3.2 FIELD QUALITY CONTROL '
A. Perform the following field tests and inspections and prepare test reports:
15838 - 2 '
1. Verify that shipping, blocking, and bracing are removed.
' 2. Verify that unit is secure on mountings and supporting devices and that
connections to ducts and electrical components are complete. Verify that proper
thermal-overload protection is installed in motors, starters, and disconnect
switches.
3. Verify that cleaning and adjusting are complete.
4. Disconnect fan drive from motor, verify proper motor rotation direction, and verify
fan wheel free rotation and smooth bearing operation. Reconnect fan drive
' system, align and adjust belts, and install belt guards.
5. Adjust belt tension.
6. Adjust damper linkages for proper damper operation.
' 7. Verify lubrication for bearings and other moving parts.
8. Shut unit down and reconnect automatic temperature-control operators.
9. Remove and replace malfunctioning units and retest as specified above.
' B. Test and adjust controls and safeties. Replace damaged and malfunctioning controls
and equipment.
' END OF SECTION 15838
15838 - 3
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1
SECTION 15855 -DIFFUSERS. REGISTERS, AND GRILLES
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes ceiling- and wall-mounted diffusers, registers, and grilles.
1.2 SUBMITTALS
A. None required.
PART 2 -PRODUCTS
2.1
A.
B
CEILING DIFFUSER OUTLETS
Square Ceiling Diffusers (Supply Air):
1. Material: Aluminum.
2. Finish: Baked enamel, white.
3. Face Size: 24 by 24 inches.
4. Face Style: Three cone.
5. Mounting: T-bar.
6. Pattern: Fixed.
7. Dampers: Combination damper and grid.
8. Accessories:
a. Equaling grid.
b. Plaster ring.
c. Safety chain.
d. Wire guard.
e. Sectorizing baffles.
f. Operating rod extension.
Perforated Diffuser (Return Air):
1. Material: Steel backpan and pattern controllers, with aluminum face.
2. Finish: Baked enamel, white
3. Face Size: 24 by 24 inches
4. Duct Inlet: Round.
5. Face Style: Flush.
6. Pattern Controller: None.
7. Mounting: T-bar in finished areas; surface in vehicle storage.
8. Dampers: Opposed blade.
15855 - 1
2.2 SOURCE QUALITY CONTROL
A. Verification of Performance: Rate diffusers, registers, and grilles according to
ASHRAE 70, "Method of Testing for Rating the Performance of Air Outlets and Inlets."
PART 3 -EXECUTION
3.1 INSTALLATION
A. Install diffusers, registers, and grilles level and plumb.
B. Ceiling-Mounted Outlets and Inlets: Drawings indicate general arrangement of ducts,
fittings, and accessories. Air outlet and inlet locations have been indicated to achieve
design requirements for air volume, noise criteria, airflow pattern, throw, and pressure
drop. Make final locations where indicated, as much as practicable. For units installed
in lay-in ceiling panels, locate units in the center of panel. Where architectural features
or other items conflict with installation, notify City for a determination of final location.
C. Install diffusers, registers, and grilles with airtight connections to ducts and to allow
service and maintenance of dampers.
END OF SECTION 15855
15855 - 2
C~
' T
SEC ION 16045 -ELECTRICAL SPECIAL CONDITIONS
PART 1 -GENERAL
' 1.01 RELATED DOCUMENTS
' A. The general provisions of the Contract, including General and Supplementary Conditions
and other General Requirements sections apply to the work specified in this section.
' 1.02 CONTRACTOR r
A. The term Contractor' employed in this section shall mean each Contractor having a
separate contract with the General Contractor. If a specific Contractor is mentioned, only
that Contractor shall provide that item specified.
1.03 SPECIAL NOTE
' A. These Electrical Special Conditions and the specifications bound herewith shall be subject
to all the requirements of the General Conditions and the Supplemental General Conditions
t bound herewith, except that these Electrical Special Conditions shall take precedence over
and modify any pages or statement of the Supplemental General Conditions and shall be
used in conjunction with them as a part of the "Contract Documents."
1.04 DRAWINGS AND MEASUREMENTS
' A. The drawings are not intended to be scaled for roughing-in measurements nor to serve as
shop drawings. The contractor shall consult the architectural, structural, mechanical, or
equipment drawings for dimensions, obstructions, and location of equipment of other trades.
PART 2 -PRODUCTS
2.01 SUBSTITUTIONS
A. Plans and design are based on the first named product and manufacturer in each section.
Until approval of shop drawings, substitutions of Contractor selected equipment will be
allowed, subject to meeting the same quality and performance standards as the material
' specified.
B. Additional costs to other contractors as a result of any material substitutions by this Division
16 Contractor shall be included in this Contractors bid price.
PART 3 -EXECUTION
3.01 INSTALLATION
' A. Outlet devices, switches, panels, cabinets, fixtures and special equipment are shown on the
' 16045-1
drawings only in a schematic manner and not necessarily m their specific location. The
Contractor shall be responsible for exact locations of the outlets to form a functional and
aesthetic installation either by careful review of all architectural elevations, the patterns,
surface finishes, and equipment arrangements or by consultation with the City Engineer and
other trades involved.
3.02 SHOP DRAWINGS
A. Shop drawings shall include manufacturer's name and address, equipment or material
descriptive names, and catalog number. Shop drawings shall indicate dimensions, voltage
and current characteristics, wire sizes, test or conformance data, construction and rough-in
data of all material to be used.
B. Contractor shall submit a minimum of six (6) sets of each drawing to the City for approval.
Shop drawings shall be submitted for the following equipment:
Light Fixtures
3.03 ORDINANCES, CODES AND FEES
A. All work shall be executed in accordance with the current edition of the City Electrical
Ordinances, State Electrical Laws and Statutes and the National Electrical Code (NEC), and
be subject to the inspection of these departments. All fees, permits, licenses, etc.,
necessary in order to complete the work of this section shall be paid by this Contractor.
3.04 WORKMANSHIP
A. The installation work included in this specification shall be performed in a neat workmanlike
manner by people experienced and skilled in the Electrical trade. Only the best quality
workmanship will be accepted. All exposed parts of the electrical wiring systems such as
exposed conduits, flush plates, cabinet trim, fixtures, etc., shall be square and true with the
building construction.
3.05 GUARANTEE
A. This contractor shall assume responsibility for any defects which may develop in any part of
his work caused by faulty workmanship, material or equipment, and agrees to replace,
repair, or alter, at his expense, any such faulty workmanship, material, or equipment that has
been brought to his attention during a period of one year from the date of the final certificate
for payment or acceptance by the Owner, whichever is longer. Acceptance of the work shall
not waive this guarantee.
END OF SECTION 16045
16045-2
C~
' SECTION 16050 -BASIC MATERIAL AND METH D
O S
' PART 1 -GENERAL
1.01 GENERAL
' A. This contractor shall furnish and install as shown or specified herein the following basic
materials and shall accomplish the work required in compliance with the following methods.
The section shall include but not be limited to:
' 1. Equipment Identification and Cleanup
2. Cutting and Patching
' 3. Raceways and Conduits
4. Outlet Boxes, Pull Boxes and Junction Boxes
5. Wire and Cable
1.02 EQUIPMENT IDENTIFICATION
A. All electrical equipment furnished by this contractor shall be provided with identification
indicating its use or function. Equipment to be identified shall include, but not be limited to
switchboards, panelboards, special system control panels, motors, special lighting or control
switches, special receptacles, communication system pull boxes and junction boxes, and
' empty conduits provided for future use. Normal use lighting switches, receptacles and
conduit will not require identification.
' B. Special care must be taken for protection of panels, switches, starters, etc. All must be kept
completely protected from painting, etc. Damage from rust, paint, scratches, etc., shall be
corrected as directed by the City.
~^ PART 2 -PRODUCTS
' 2.01 RACEWAYS
A. Heavy wall conduit shall be hot-dip galvanized alloy steel with the U.L. label and be
manufactured to conform to the A.S.A. C-80.1 and Federal Specifications WW-C-581.
Heavy wall, galvanized steel, conduit shall be used in all exposed runs within 18 inches
' of the floor in truck storage areas.
B. Electrical metallic tubing (EMT) may be used in furred ceiling areas and interior
partitions, surface mounted in equipment rooms and fan rooms and in concrete slabs
' above grade when installed with approved wrench tight, ring compression, water tight
fittings. EMT shall not be used in slab on grade or where exposed to moisture or earth.
Indenter fitting shall not be used. Set screw fittings may be used in dry locations.
' C. Flexible metal conduit shall be used for connections to motors, fixed appliances and
recessed luminaires where required. Liquid-tight conduit with liquid-tight fittings shall be
used for transformer connections and areas of high moisture content.
' 16050-1
D. Aluminum conduit maybe used for exposed feeder runs or feeder runs in furred ceiling
spaces only. Aluminum conduit shall not be used in concrete slabs or masonry walls.
All fittings shall be the threaded type.
E. Where noted on the drawings, rigid non-metallic conduit shall be made of virgin
polyvinyl chloride resin, extruded, Schedule 40 PVC rigid conduit, light grey in color,
supplied in 10 foot lengths each with a coupling. It shall be UL listed and bear the label
for use above ground, underground direct burial, and concrete-encased.
F. On all conduit systems the connector fitting shall be of the insulated throat type. Where
rigid conduit is connected to a threadless box, double locknut method shall be used.
G. Type MC cable may be used at the Contractor's option wherever allowed by Article 330
of the NEC.
H. All conduit fittings shall be of steel as manufactured by The Thomas and Betts Co.,
Steel City Company, RACO, or equal and approved. Malleable iron fittings shall not be
used on any conduits.
2.02 OUTLET BOXES, PULL BOXES AND JUNCTION BOXES
A. Outlet boxes shall be at least 12 inches deep, 4 inches square, stamped steel type with
4 inch square device covers of size to accommodate devices noted. Outlet boxes in
masonry walls may be special masonry type. Outlet boxes on exposed conduit runs in
unfinished areas and equipment rooms shall be 4 inch square ormulti-gang boxes with
matching covers. Outlet boxes on exposed conduit runs in finished areas or where
indicated shall be cast FS type with covers as specified elsewhere. Exterior outlet
boxes shall be cast aluminum type with weatherproof cover.
C. All outlet boxes installed in plaster, plasterboard, acoustic tile, or paneled surfaces shall
be provided with plaster rings. Outlet boxes installed in masonry, the or concrete
surfaces, shall be provided with square corner type extension rings where special
masonry boxes are not used. All outlet boxes shall be protected from entrance of
foreign materials during the construction period.
D. All outlet boxes shall be concealed except where shown or noted otherwise. Outlet
boxes, plaster rings or extension rings shall be installed flush with the finished surface.
Openings for boxes in masonry, tile, plasterboard, paneling, or similar surfaces shall be
cut in by trades installing the surface material and shall be exact box size. This
contractor shall verify type and depth of finished surface so that outlet will be flush.
E. Outlet boxes shall not be installed directly back-to-back on opposite sides of a wall. In
fire rated walls they shall be separated by a minimum of 24" horizontal. In non-rated
walls they shall be at least on different sides of a wall stud.
F. Verify locations and dimensions of electrical equipment, particularly in the case of door
swings, heights of cabinets and counters, shelves and location of equipment installed
by Owner or other trades.
16050-2
G. Mounting heights indicated on drawings shall be to center line of outlet unless indicated
otherwise. Heights may be adjusted to align with mortar joints as specified above,
however, all similar outlets in a given area shall be adjusted to the same height unless
specifically noted at the outlet.
^ 2.03 WIRE AND CABLE
A. All wire and cable for feeder and branch of circuits shall conform to the requirements of
the current edition of the NEC and shall meet all relevant ASTM Specifications.
Conductors shall be 600 volt rated, coated soft-drawn copper and urisoft-drawn copper
' and unless otherwise noted on the plans and in these specifications, shall have type
THW or THWN insulation. Wire and cable shall not be older than 12 months.
B. Conductor sizes shall be standard American wire gauge sizes and shall be as noted on
' the drawings. All conductors No. 10 and smaller shall be solid; No. 8 and larger,
stranded. Minimum size shall be No. 12, unless otherwise noted. Wire size on 120 volt,
20 ampere branch circuit runs over 75 feet shall be increased to No. 10 (minimum) to
' limit excessive voltage drop. All 3 phase, 4 wire (20 ampere) branch circuit home runs
for ballasted lighting shall be minimum No. 10 wire. Wire size requirements larger than
No. 12 shall be as noted on drawings or as required for the load.
' C. Splices shall be made with solderless -tapeless, mechanical wire connectors with
spring action to maintain constant pressure on the conductors. Connectors shall be
U.L. listed and equal to 3M Scotchlok Brand, Type Y, R, G, and B.
D. Wire and cable shall be factory color-coded by integral pigmentation, with a separate
' color for each phase and neutral conductor. The colors shall be used consistently
throughout the electrical installation.
2.04 ALUMINUM CONDUCTORS
A. Aluminum wire may not be used.
' PART 3 -EXECUTION
3.01 CUTTING AND PATCHING
' A. In existing construction this contractor shall perform all cutting required and all
necessary patching after completion to restore the surface to its original condition,
unless otherwise indicated.
' B. In new construction the General Contractor will be required under his contract to leave
all chases and openings in walls, floors, ceilings, partitions, etc., where shown on the
drawings or otherwise necessary to receive electrical work, but this contractor shall
' furnish him full information as to locations, dimensions, etc., of such chases and
openings, including provision and proper setting of sleeves and other equipment in such
16050-3
time as to cause no delay to work of General Contractor.
C. Should any cutting of walls, floors, ceilings, partitions, etc., be required for proper
installation of the work or apparatus of this contractor, or be made necessary on
account of his failure to give General Contractor proper information at the time required,
such cutting shall be done at his own expense, restoring the work to its original
condition.
D. All cutting and patching done by this contractor shall be subject to the direction and
approval of the City. This contractor shall not endanger the stability of the structure by
cutting, digging, or otherwise, and shall not be at any time cut or alter work of any other
contractor without City's consent.
3.02 CONDUIT
A. Conduits shall be sized as noted or as required by NEC for number and size of
conductors installed except that 3/4 inch shall be minimum size for branch circuit home
runs and 1 /2 inch shall be minimum size for all other conduit runs. Maximum size shall
be as allowed by the NEC and within the limits of commonly manufactured sizes.
B. All conduit and raceways except as noted below and unless the building construction
forms an approved means of support, shall be securely positioned by galvanized steel
straps, clamps and hangers with suitable fastenings. Caddy fasteners as manufactured
by Erico Products are acceptable support devices where applied according to
manufacturer's recommendations. Concealed conduits shall be run in a direct line with
long sweep bends and offsets. Exposed conduits shall be run parallel to and at right
angles to building lines and neatly grouped and supported with approved conduit
hangers or channel supports. Wooden plugs shall not be used.
C. All metallic conduit buried in earth exterior shall be specially protected against corrosion
and deterioration by one of the follow methods:
Field coat entire conduit and fitting with asphalt paint equal to Bitumastic #50.
2. Use 20 mil PVC coated conduit equal to Robroy Industries Plastic-Bond.
3. Exterior conduit shall be installed a minimum of 24 inches below grade. Where.
multiple conduit runs are indicated, they shall be installed in the same trench.
Backfilling shall be as specified elsewhere.
D. All conduit in unfinished areas shall be run exposed, unless noted otherwise.
E. Conduits in poured concrete shall not be larger than 1 /3 of the thickness of the,slab and
shall be located entirely within the middle 1/3 of the concrete member.
F. Where conduits pass through roof, care should be taken to provide properflashing and
seal against moisture leakage.
3.03 REMODELING WORK
16050-4
A. Contractor shall visit existing building before submitting bid and become familiar with
existing conditions.
B. In general, wiring in the existing building shall remain as is except as noted on drawings
or specified elsewhere.
C. When existing walls, ceilings, floors, electrical panels, light fixtures, switches, or other
outlets are removed, contractor shall extend existing circuiting, if required; install
junction boxes in walls, ceilings or floors, if required, to continue circuiting; remove all
unused wire; remove all unused conduit where accessible; and install new plates with
blank gangs as required on existing outlet boxes.
D. Added loads to existing circuiting shall be balanced between phases. On existing
panelboards where circuitry is changed, this contractor shall furnish revised, typed
panel directories.
E. Contractor has the option of reusing existing wiring where present, or installing new
wiring to supply new or existing devices or lighting luminaires.
F. Contractor shall assume in his bid that all existing equipment and fixtures noted to be
reused are in good working condition and can be installed without any repairs. If certain
items are found to be in need of repair or in unusable condition, contractor shall notify
the City for decision; however, contractor shall be responsible for any damage caused
by him to equipment in removal or handling.
G. Fixtures and other equipment noted to be removed and to be reused shall be cleaned
before reinstallation. New lamps shall be provided for all fixtures.
H. Existing equipment removed and not reused shall become contractor's property and be
removed from the site, unless otherwise specified or shown.
I. Contractor shall coordinate all removal work with the general contractor and other
trades to maintain services to all equipment and areas until such time as these items
are removed or demolished.
J. Contractor shall work closely with Qwest and CPI to coordinate removal or relocation of
all telephone conduit and data outlets. Provide these companies a minimum of 48
hours notice of any demolition affecting telephone services or equipment.
K. Coordinate all work with Port Angeles Public works and Utilities for revisions to the
electrical service.
END OF SECTION 16050
16050-5
' ~ •
' SECTION 16470 -ELECTRICAL DISTRIBUTION SYSTEM
' PART 1 -GENERAL
1.01 DESCRIPTION OF WORK
' A. This contractor shall furnish and install as shown or specified herein all conduit, wire, and
electrical distribution equipment.
' B. The section shall include, but not be limited to:
1. Safety Switches
' 2. Fuses
3. Wiring Devices
4. Panelboards
' PART 2 -PRODUCTS
' 2.01 SAFETY SWITCHES
' A. Safety switches shall be heavy duty, 250 volt as required, quick-make, quick-break
operation, horsepower rated, NEMA-1 enclosure, fused unless noted non-fused, and of the
size shown on the drawings or as required by code. Fusible switches shall be provided with
' Class R fuse clips which will accept only Class R fuses. Fusible switches shall be U.L. short
circuit rated for 200,000 RMS symmetrical amperes fault current.
B. Safety switches shall be of same manufacture as panelboards.
' C. Exterior safety switches, or where noted as weatherproof (WP), shall have a NEMA 3R
enclosure.
2.02 FUSES
' A. All motors shall be protected by dual-element fuses able to carry 500% of rating for a
minimum of 10 seconds, and sized at 125% of the actual name plate ampere rating. Fuses
shall be Sussman-Fusetron, FRN (250V), FRS (600V), or equal.
' 2.03 WIRING DEVICES
A. Each switch outlet shall be equipped with a toggle switch, 20 Amp capacity, 120 volt, A.C.
' rated, quiet type. Switches shall be white color.
B. Duplex receptacle outlets shall be UL Specification Grade, 15 ampere, 120 volt three wire
' grounding type with grounding terminal. Receptacles shall be white color.
C. Ground fault circuit interrupter (GFI) type receptacles shall be rated Class A, Group 1, 20
' amp, 125 volts, with 15 AMP face for individual receptacle protection.
' 16470-1
~ F
D. Switch and receptacle outlets in unfinished areas shall be equipped with galvanized steel
cover plates. Cover plates in finished spaces shall be white nylon.
2.04 PANELBOARDS
A. Existing panelboards and load centers shall be reused. Provide new breakers for new
circuiting noted on drawings. Where noted, provide new cover for existing load center.
B. New panelboards shall surface mounted, of the voltage and size noted in the schedules, of
the same manufacturer as the existing panels (Square D), bolt-in breaker type.
C. Breakers shall be bolt-in, except where push-on type is required for existing load centers.
PART 3 -EXECUTION
3.01 INSTALLATION
A. Test all devices after installation for proper operation.
B. Mount all receptacles and devices at heights required by ADA and ANSI regulations for
handicapped access.
C. All new receptacles in truck storage areas shall be GFI type.
END OF SECTION 16470
16470-2
1
SECTION 16511 -INTERIOR LIGHTING
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Interior lighting fixtures, lamps, and ballasts.
2. Emergency lighting units.
3. Exit signs.
4. Lighting fixture supports.
1.2 SUBMITTALS
A. Product Data: For each type of lighting fixture, arranged in order of fixture designation.
Include data on features, accessories, finishes.
1.3 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
B. Luminaires to be as noted on drawings, or equals:
C. Comply with NFPA 70.
PART 2 -PRODUCTS
2.1 LIGHTING FIXTURES AND COMPONENTS, GENERAL REQUIREMENTS
A. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed
fixtures.
B. Fluorescent Fixtures: Comply with UL 1598. Where LER is specified, test according to
NEMA LE 5 and NEMA LE 5A as applicable.
C. Metal Parts: Free of burrs and sharp corners and edges.
D. Sheet Metal Components: Steel, unless otherwise indicated. Form and support to
prevent warping and sagging.
E. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage
under operating conditions, and designed to permit relamping without use of tools.
16511 -1
Designed to prevent doors, frames, lenses, diffusers, and other components from
falling accidentally during relamping and when secured in operating position.
F. Reflecting surfaces shall have minimum reflectance as follows, unless otherwise
indicated:
1. White Surfaces: 85 percent.
2. Specular Surfaces: 83 percent.
3. Diffusing Specular Surfaces: 75 percent.
4. Laminated Silver Metallized Film: 90 percent.
G. Plastic Diffusers, Covers, and Globes:
1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to
yellowing and other changes due to aging, exposure to heat, and UV radiation.
a. Lens Thickness: At least 0.125 inch minimum unless different thickness is
indicated.
b. UV stabilized.
2. Glass: Annealed crystal glass, unless otherwise indicated.
2.2 BALLASTS
A. Electronic Ballasts for Linear Fluorescent Lamps: Comply with ANSI C82.11; instant-
start type, unless otherwise indicated, and designed for type and quantity of lamps
served. Ballasts shall be designed for full light output unless dimmer or bi-level control
is indicated.
1. Sound Rating: A
2. Total Harmonic Distortion Rating: Less than 10 percent.
3. Transient Voltage Protection: IEEE C62.41, Category A or better.
4. Operating Frequency: 20 kHz or higher.
5. Lamp Current Crest Factor: 1.7 or less.
6. BF: 0.85 or higher.
7. Power Factor: 0.95 or higher.
B. Ballasts for Compact Fluorescent Lamps: Electronic programmed rapid-start type,
complying with ANSI C 82.11, designed for type and quantity of lamps indicated.
Ballast shall be designed for full light output unless dimmer or bi-level control is
indicated:
1. Lamp end-of-life detection and shutdown circuit.
2. Automatic lamp starting after lamp replacement.
3. Sound Rating: A.
4. Total Harmonic Distortion Rating: Less than 20 percent.
5. Transient Voltage Protection: IEEE C62.41, Category A or better.
6. Operating Frequency: 20 kHz or higher.
7. Lamp Current Crest Factor: 1.7 or less.
8. BF: 0.95 or higher, unless otherwise indicated.
16511 - 2
1
9. Power Factor: 0.95 or higher.
10. Interference: Comply with 47 CFR, Chapter 1, Part 18, Subpart C, for limitations
on electromagnetic and radio-frequency interference for nonconsumer
equipment.
11. Ballast Case Temperature: 75 deg C, maximum.
C. Internal-Type Emergency Fluorescent Power Unit (Type B1 Lumnaires): Self-
contained, modular, battery-inverter unit, factory mounted within lighting fixture body
and compatible with ballast. Comply with UL 924.
1. Emergency Connection: Operate 1 fluorescent lamp continuously at an output of
1100 lumens each. Connect unswitched circuit to battery-inverter unit and
switched circuit to fixture ballast.
2. Night-Light Connection: Operate one lamp continuously.
3. Test Push Button and Indicator Light: Visible and accessible without opening
fixture or entering ceiling space.
a. Push Button: Push-to-test type, in unit housing, simulates loss of normal
power and demonstrates unit operability.
b. Indicator Light: LED indicates normal power on. Normal glow indicates
trickle charge; bright glow indicates charging at end of discharge cycle.
4. Battery: Sealed, maintenance-free, nickel-cadmium type.
5. Charger: Fully automatic, solid-state, constant-current type with sealed power
transfer relay.
2.3 EXIT SIGNS
A. Internally Lighted Signs: Comply with UL 924; for sign colors, visibility, luminance, and
lettering size, comply with authorities having jurisdiction.
1. Lamps for AC Operation: LEDs, 70,000 hours minimum rated lamp life.
2.4 EMERGENCY LIGHTING UNITS
A. Description: Self-contained units complying with UL 924.
1. Battery: Sealed, maintenance-free, lead-acid type.
2. Charger: Fully automatic, solid-state type with sealed transfer relay.
3. Operation: Relay automatically turns lamp on when power supply circuit voltage
drops to 80 percent of nominal voltage or below. Lamp automatically
disconnects from battery when voltage approaches deep-discharge level. When
normal voltage is restored, relay disconnects lamps from battery, and battery is
automatically recharged and floated on charger.
4. Test Push Button: Push-to-test type, in unit housing, simulates loss of normal
power and demonstrates unit operability.
5. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle
charge; bright glow indicates charging at end of discharge cycle.
16511 - 3
2.5 LAMPS ,
A. Low-Mercury Fluorescent Lamps: Comply with EPA's toxicity characteristic leaching '
procedure test; shall yield less than 0.2 mg of mercury per liter when tested according
to NEMA LL 1.
B. T8 Instant-Start low-mercury Fluorescent Lamps: Rated 32 W maximum, nominal
length 48 inches (1220 mm), 2800 initial lumens (minimum), CRI 75 (minimum), color
temperature 4000 K, and average rated life 20,000 hours, unless otherwise indicated. ,
C. Compact Fluorescent Lamps: 4-Pin, low mercury, CRI 80 (minimum), color
temperature 4000 K, average rated life of 10,000 hours at 3 hours operation per start,
unless otherwise indicated.
1. 42 W: T4, triple tube, rated 3200 initial lumens (minimum).
2.6 LIGHTING FIXTURE SUPPORT COMPONENTS '
A. Comply with seismic restraint requirements for channel- and angle-iron supports. ,
B. Wires: ASTM A 641/A 641 M, Class 3, soft temper, zinc-coated steel, 12 gauge.
C. Rod Hangers: 3/16-inch (5-mm) minimum diameter, cadmium-plated, threaded steel '
rod.
D. Hook Hangers: Integrated assembly matched to fixture and line voltage and equipped '
with threaded attachment, cord, and locking-type plug.
PART 3 -EXECUTION
3.1 INSTALLATION t
A. Lighting fixtures: Set level, plumb, and square with ceilings and walls. Install lamps in
each fixture.
B. Comply with NFPA 70 for minimum fixture supports. '
C. Connect wiring according to Division 16 Section "Basic Materials and Methods."
3.2 FIELD QUALITY CONTROL ,
A. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. ,
Verify transfer from normal power to battery and retransfer to normal.
END OF SECTION 16511 ,
16511 - 4 '
A J
' SECTION 16721 -
FIRE ALARM SYSTEMS
' PART 1 -GENERAL
1.1 DESCRIPTION OF WORK
' A. This contractor shall furnish and install as shown or specified herein the following
communication systems. The section shall include, but not be limited to, the Fire Alarm System.
1.2 QUALITY ASSURANCE
' A. Where testing is provided, electrical materials used in this work shall be listed by the
Underwriters Laboratories, Inc., or other Nationally Recognized Testing Laboratory (NRTL), and
' shall bear their label.
B. Fire alarm systems shall be checked out by the local Fire Inspector and an equipment
manufacturer's representative who is NICET Level III certified.
' C. A certified report shall be furnished to the Owner, with copy to the Engineer, that the system
meets with their approval and complies with all requirements of NFPA 72.
1.3 SHOP DRAWINGS
A. Shop drawings are not required for this system.
PART 2 -PRODUCTS
2.1 GENERAL
A. All equipment shall be compatible with and connect to the existing Edwards addressable control
panel, owned by the Port of Port Angeles and maintained by Cosco Fire Protection, Inc. New
devices shall be incorporated into the programming for that system. The entire installation shall
conform to ANSI 117.1, UL Standards 864 and 1971, NFPA 72, and the NEC.
2.2 ALARM INITIATING DEVICES
' A. System shall utilize UL Standard 268 listed fire alarm initiating devices and indicating devices.
These devices shall be supplied by the manufacturer of the fire alarm control panel.
B. Devices shall include built-in protection against line transients and radio-frequency interference.
C. Manual Fire Alarm Stations: Shall be red Lexan, addressable, for operation with or without a crush
tube, and designed so that once operated the station must be reset with a key to restore it to
' normal. All stations shall have reset locks of tumbler type keyed alike with the fire alarm control
panel lock. Upon operation, the pull lever shall remain at a right angle to station face until reset, to
aid in locating the operated station. The reset key shall also be used for operating the station for
drill or test. Mount stations 46" above finished floor unless otherwise noted.
D. Photoelectric Type Area Smoke Detectors: Shall be photoelectric type equipped with an alarm
indicator LED. Detector to be semi-flush or surface mounted with detector head being of the plug-
in type. Power for operation to be supplied by the main control panel. Detectors shall have matte
white finish and mount on standard 4 inch square or octagonal box.
' 16721 - 1
ALARM SIGNAL DEVICES
A. Primary Fire Alarm Signal Devices shall be horns of the vibrating type for electrically supervised
connection to audible signal circuits in the fire alarm control cabinet. Horns shall be red in color,
semi-flush mounting plate, with a synchronized flashing strobe light flashing at once per second '
per ADA requirements.
B. Contractor shall verify that existing annunciation circuit has adequate capacity for the additional
devices, and add new circuit wiring if required '
2.3
PART 3 -EXECUTION
3.1
OPERATION
A. Upon completion of the work under this contract, the system shall function as follows. Operation
of any manual station, sprinkler head, or open area smoke detection station shall:
1. Cause all fire alarm horns to sound continuously and strobe lights to flash
throughout the two units occupied by the City.
2. Cause the trouble and zone alarm signals to be energized continuously.
B. Above items shall occur simultaneously and shall be continuous until the alarm initiating device
is restored to normal and the system is reset by operation of a key type reset switch located on
the control cabinet door.
3.2
INSTALLATION, WIRING, AND GUARANTEE
A. This contractor shall furnish and install all wiring, conduit, junction boxes, and outlet boxes
required for the extension of the existing system. All wiring shall be color coded throughout and
shall test free and clear of opens, grounds, and crosses between conductors. All wiring shall be
#14 AWG solid, rated fire alarm wire, unless otherwise noted. Equipment installation, final
connections, and programming shall be performed by a state licensed fire alarm installer.
B. Certification: Contractor shall furnish the Port of Port Angeles, with copy to City, a report ,
certified by a licensed representative of the equipment manufacturer that the modified system
has been tested and is in proper working order.
END OF SECTION 16721
16721 - 2