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1 Clallam County Parks, Fair
Facilities Department
1
HORIZON CENTER BUILDING-
223 East 4 th Street, Suite 7
1 PORT ANGELES, WA 98362
1 PROJECT NUMBERS: 621101 HB
June 2011
CITY OF PORT ANGELES Construction Plano
Documents Prepared By: The issuance of this permit based upon these plans, specifi-
Lindberg Smith Architects
319 South Peabody St., Suite B cations and other data shall not prevent the building official
from thereafter requiring the correction of errors in said
plans, specifications and other data, or from preventing
Port Angeles, WA 98362 building operations being carried on thereunder when in
1 violation of ail codes and ordinances of this jurisdiction.
Phone: 360.452.6116 Approval Date t By
1 Fax 360.452.7064 \\/°12-14--
For the: 4
BOARD OF CLALLAM COUNTY COMMISSIONERS
HOWARD V. DOHERTY, JR., CHAIR
STEPHEN P. THARINGER
MICHAEL C. CHAPMAN
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1 PROJECT MANUAL
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4Lf•
Clallam County Parks, Fair Facilities Department
HORIZON CENTER BUILDING
Port Angeles, WA
Project Number: 62110HB
ADDENDUM NUMBER ONE
This addendum is issued for the purposes of addition, clarification and /or revision to the Drawings and
Specifications, and now becomes a part of the Contract Documents. Bidders shall notify all sub bidders of
receipt of this Addendum.
GENERAL ITEMS
1. Attached with this addendum is the sign -up sheet from the mandatory walk- through at the project
site on Tuesday, August 2, 2011.
SPECIFICATIONS
00600 GENERAL CONDITIONS OF THE CONTRACT
ARTICLE 8 TIME AND LIQUIDATED DAMAGES
Paragraph 8.1.6, at middle of paragraph states: "It is agreed between the parties that the amount of
damages will be One Thousand Dollars and No Cents ($200.00) per calendar day from Final Completion
date as designated for each individual project as stated on the Form of Agreement between Owner and
Contractor."
CHANGE this sentence to read: "It is agreed between the parties that the amount of damages will be
Two Hundred Dollars and No Cents ($200.00) per calendar day from Final Completion date as
designated for each individual project as stated on the Form of Agreement between Owner and
Contractor."
END OF ADDENDUM #1
Addendum Number One Aug 5, 2011
Horizon Center Building Page 1
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Lindberg Smith Architects Horizon Building Clallam County
June 2011
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TABLE OF CONTENTS
DIVISION 00 BIDDING AND CONTRACT REQUIREMENTS
00100
00200 Notice of Call For Bids
Instructions To Bidders
00300 Bid Proposal Form
00400 Supplemental Bid Forms
00500 Form of Agreement
00600 General Conditions of the Contract
DIVISION 01 GENERAL REQUIREMENTS
01001 General Requirements
01070 Substantial Completion Form
01250 Contract Modification Procedures
01251 Request For Information Form
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DIVISION 2 SITE CONSTRUCTION
02230 Site Work
DIVISION 3 CONCRETE (NOT USED
DIVISION 5 METALS (NOT USED)
DIVISION 6 WOOD AND PLASTICS
06100 Rough Carpentry
06200 Finish Carpentry
DIVISION 7 THERMAL MOISTURE PROTECTION
07210
07260 Building Insulation
Vapor Retarders
07311 Asphalt Shingles
07620 Sheet Metal Flashing and Trim
07920 Joint Sealants
DIVISION 8 DOORS WINDOWS (NOT USED)
DIVISION 9 FINISHES
1 09260 Gypsum Board Assemblies
09912 Painting (Professional Line Products)
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TABLE OF CONTENTS 00010 1
Lindberg Smith Architects Horizon Building Clallam County 1
June 2011
DIVISION 10 SPECIALITIES (NOT USED
DIVISION 11 EQUIPMENT (NOT USED) 1
DIVISION 12 FURNISHINGS (NOT USED) 1
DIVISION 13 SPECIAL CONSTRUCTION (NOT USED)
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DIVISION 14 CONVEYING SYSTEM (NOT USED)
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TABLE OF CONTENTS 00010 2
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DIVISION ZERO Notice of Call for Bids
Section 00100
CLALLAM COUNTY PARKS, FAIR FACILITIES DEPARTMENT
NOTICE OF CALL FOR BIDS
SEALED BIDS will be received by the Board of Clallam County Commissioners 223 East Fourth Street,
Room 150, Port Angeles, Washington until 10:00 a.m. on Tuesday, August 9, 2011 for:
HORIZON CENTER BUILDING-
Complete drawings and specifications may be obtained from Pen Print, Inc., Phone 360.457.3404. All
bidding and related questions should be directed to Lindberg Smith Architects 360.452.6116.
The sealed bids must be clearly marked on the outside of the envelope, "BID PROPOSAL Horizon
Center Building Address bid proposal to: Board of Clallam County Commissioners, 223 East 4 Street,
Suite 4, Port Angeles, Washington 98362 or hand deliver to 223 East 4 Street, Room 150, Port Angeles,
Washington. Bid documents delivered to other offices and received late by the Commissioners' Office will
not be considered nor will bids received by facsimile or e-mail. Note: All Bids shall include a 5% Bid
Bond.
1 Clallam County hereby notifies all bidders that it will affirmatively ensure that in any contract entered into
pursuant to this advertisement, disadvantaged business enterprises as defined in Title VI of the Civil
Rights Act of 1964 at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this
invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in
consideration for an award.
Clallam County will determine the lowest responsible bidder in accordance with the terms of Clallam
County Code Section 3.12 and reserves the right to reject any or all bids and to waive informalities in the
process or to accept the bid, which in its estimation best serves the interests of Clallam County.
Construction Timeframe: August 17, 2011 through October 21, 2011
ri�1ES
There will be a mandatory on -site walk- through conducted Monday; August Z2011 at 2:00 pm. All
interested bidders are to meet at the site, located at 205 East 5 Street (corner of 5 and Lincoln
Streets) in Port Angeles. This will be the only opportunity for bidders to review the as -built
conditions. Bring any tools, equipment, etc., needed for personal documentation. Staff and the
architect will be on site throughout the afternoon to answer questions and provide access for
1 bidders.
APPROVED this day of 2011.
BOARD OF CLALLAM COUNTY COMMISSIONERS:
Howard V. Doherty, Jr., Chair
ATTEST:
1
Trish Holden, CMC, Clerk of the Board
Publish: July 24 31, 2011 (PDN)
END OF SECTION 00100
1
HORIZON CENTER BUILDING Page 1 of 1 June 2011
DIVISION ZERO Instructions to Bidders
Section 00200
INSTRUCTIONS TO BIDDERS
ARTICLE 1 DEFINITIONS
1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents.
Bidding Requirements include Advertisement and Notice of CaII for Bids, Instructions to Bidders, Bid
Forms, Sample Contract Forms, and Supplementary Instructions. Contract documents consist of
Agreement or Contract Form between Owner and Contractor, Conditions of the Contract including
General, Supplementary, Drawings, Plans, Specifications and all Addenda issued prior to execution of the
Contract.
1
1.2 Addenda are written or graphic instructions issued by the Owner or Owner's representative
Engineer, which modify or interpret the Bidding Documents by additions, deletions, clarifications or
corrections.
1.3 A Bid is a properly completed and signed proposal to do the work for sums stipulated and
submitted in accordance with the Bidding Documents.
1
1.4 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform work described
as the base to which work may be added or deleted for sums stated in Alternate Bids.
1.5 An Alternate Bid is an amount stated in the Bid to be added or deducted from the Base Bid if
Alternate work is accepted.
1.6 A Unit Price is an amount stated in the Bid as a price per unit for materials, equipment, or service 1
as described in Bidding Documents.
1.7 A Bidder is a person or entity who submits a Bid.
1
1.8 A Sub bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor
for a portion of work.
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ARTICLE 2 BIDDER'S REPRESENTATION
2.1 By making a Bid, the Bidder represents that the Bidder has visited the site and become familiar
with local conditions under which the work is to be performed, has read and understands all Bidding and
Contract Documents, and correlated personal observations with the requirements of the proposed
contract documents. Site visits shall be as stated on Notice of Call for Bids.
2.2 The Bid is based upon materials, equipment, labor and systems required by the Bidding
Documents without exception.
ARTICLE 3 BIDDING DOCUMENTS
1
3.1.1 Bidders may obtain complete sets of Bidding Documents from the location(s) designated in the
Advertisement or Notice of Call for Bids in the number, and for the deposit sum, if any stated therein (limit
of 2 sets per contractor). The deposit sum will be refunded to Bidders who submit a bonafide Bid and
return Bidding Documents in good condition within ten days after receipt of Bids. A bidder receiving the
Contract Award may retain Documents and deposit will be returned.
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HORIZON CENTER BUILDING June 2011
DIVISION ZERO Instructions to Bidders
Section 00200
3.1.2 Bidders shall use complete sets of Bidding documents in preparing Bids; neither Owner nor
Owner's representative Engineer assumes responsibility for errors or misrepresentations resulting from
use of incomplete Bidding Documents.
3.1.3 In making copies of the Bidding Documents available, the Owner and /or Owner's representative
Engineer, do so for the purpose of obtaining Bids and do not confer a license or grant permission for any
other use of the Bidding Documents.
3.1.4 Copies of bidding documents and specs are available for review in Parks Office, Room 180 in the
Historic Courthouse.
3.2 Interpretation or correction of Bidding Documents
3.2.1 The Bidder shall carefully examine the Bidding Documents, examine the site and local conditions,
and compare them with other work being bid concurrently or presently under construction to the extent
that it relates to work being Bid, and shall at once report to the Owner and /or Owner's representative
Engineer errors, inconsistencies, or ambiguities discovered.
3.2.2 The Bidder and sub bidders requiring clarification or interpretation of the Bidding Documents shall
make a written request to Owner and /or Owner's representative Engineer at least seven days prior to the
date of receipt of Bids.
3.2.3 Changes in the Bidding Documents will be made by Addendum and changes made in any other
manner will not be binding and Bidders shall not rely upon them.
3.3 Substitutions
3.3.1 The materials, equipment, products described in the Bidding Documents establish a standard of
function, dimension, appearance and quality to be met by any substitution.
3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has
been received by Owner or Owner's representative Engineer at least ten days prior to the date for receipt
of Bids. Such requests shall include the name of the materials or equipment for which it is to be
substituted and a complete description of the proposed substitution including drawings, performance and
test data, and other information necessary for an evaluation. A statement setting forth changes in other
materials, equipment or other portions of the Work including changes in the work of other contractors that
incorporation of the proposed substitution would require, shall be included. The burden or proof of the
merit of the proposed substitution is upon the proposer. The Owner's decision of approval or disapproval
of a proposed substitution shall be final.
3.3.3 If the Owner approves a proposed substitution prior to receipt of Bids, such approval will be set
forth in an Addendum. Bidders shall not rely upon approvals made in any other manner.
3.3.4 No substitutions will be considered after the Contract award unless specifically provided in the
Contract Documents.
1 3.3.5 Should any proposed product substitution require any redesign work by the Owner and /or
Engineer or his consultations to accommodate the substitute product, costs for such redesign work shall
1 be included in the Bid amount and shall be paid to the Engineer or Owner at his usual rates for the time
expended in the required redesign work.
ARTICLE 4 BIDDING PROCEDURES
4.1.1 Bids shall be submitted on forms identical to ones included in the Bidding Documents; shall have
all blanks filled out in ink (typed or manually); with sums expressed in words and figures where indicated
HORIZON CENTER BUILDING June 2011
DIVISION ZERO Instructions to Bidders
Section 00200
with words governing; and all alternates and unit prices bid. If alternates do not change Base Bid, enter
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"no change
4.1.2 Interlineations, alterations and erasures must be initialed by signer of the Bid.
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4.1.3 Bid shall include legal name of Bidder and a statement that the Bidder is a sole proprietor,
partnership, corporation or other legal entity. Each copy shall be signed by the person or persons legally
authorized to bind the Bidder to a Contract. A Bid by a corporation shall give the state of incorporation or
corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached
certifying the agent's authority to bind the Bidder.
4.2 Bid security 1
4.2.1 Each Bid shall be accompanied by a bid security in a.) cash, b.) cashier's check/money order, c.)
certified check, or d.) Surety Bond in the amount of 5% of the total Bid amount. Bid security shall be in
form required, pledging that the Bidder will enter a Contract with the Owner on the terms stated in the Bid,
and will furnish bonds covering the faithful performance of the Contract and payment of all obligations
arising there under. Bid security of the lowest three Bidders may be retained by Owner for a period not to
exceed 30 days following opening of Bids. All other Bidders' securities shall be returned within ten days
of date of receipt of bids. Should Bidder fail to enter into a Contract or furnish bonds where required, the
amount of Bid Security shall be forfeited to the Owner as liquidated damages, not as a penalty.
4.2.2 Surety Bond shall be written on required forms and the attorney -in -fact who executes the bond
shall affix to the Bond a certified and current copy of the power -of- attorney.
4.3 Submission of bids 1
4.3.1 Bids, Bid Security and other documents required to be submitted with the Bid shall be enclosed in
a sealed, opaque envelope marked with the notation "BID PROPOSAL" with project name clearly marked
on the outside of the envelope. The envelope shall be addressed to the party receiving the Bids as
identified in the Advertisement or Notice Call for Bids and include the Bidder's name and address. If the
Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with notation
"BID PROPOSAL ENCLOSED" and the project name on the face thereof.
4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids.
1
Bids received after time and date will be returned unopened. The Bidders shall assume full responsibility
for timely delivery at location designated for receipt of Bids.
4.3.3 Oral, telephone, telegraphic, or fax Bids are invalid and will not receive consideration.
1
4.4 Modification or withdrawal of Bid
4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period
of thirty days following the time and date designated for the receipt of Bids, and each Bidder so agrees in
submitting a Bid.
4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or 1
withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice
shall be in writing over the signature of the Bidder or by telegram; if by telegram, written confirmation over
the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt
of Bids. A change shall be so worded as not to reveal the amount of the original Bid.
4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids
provided that they are then fully in conformance with these instructions to Bidders.
4.4.4 Bid Security shall be in an amount sufficient for the Bid as modified or resubmitted.
HORIZON CENTER BUILDING June 2011
1
DIVISION ZERO Instructions to Bidders
Section 00200
1 ARTICLE 5 CONSIDERATION OF BIDS
5.1 Bids received on time and properly identified will be opened and read aloud at the Board of
Commissioners meeting held immediately after the time and date for receipt of Bids as advertised in
Notice Call for Bids.
5.2 The Owner shall have the right to reject any or all Bids, reject a Bid not accompanied by a
required Bid Security or by other data required by the Bidding Documents, or reject a Bid which is in any
way incomplete or irregular.
1 5.3 The Owner may determine that a Bidder is not responsible and reject his proposal for any of the
reasons found in Clallam County Code Chapter 3.12.
1 5.4 Bid award
5.4.1 It is the intent of the Owner to award a Contract to the lowest responsible Bidder provided the Bid
has been submitted in accordance with the requirements of the Bidding Documents and does not exceed
the funds available. The Owner shall have the right to waive informalities or irregularities in a Bid
received and to accept the Bid which, in the Owners judgment, is in the Owner's best interests.
5.4.2 The Owner shall have the right to accept Alternates in any order or combination, unless otherwise
specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum
of the Base Bid and Alternates accepted.
ARTICLE 6 POST BID INFORMATION
6.1 Contractor's Qualification Statement Bidders to whom award of a Contract is under
consideration shall submit to the Owner or Owner's representative Engineer, upon request, a properly
executed Contractor's Qualification Statement in the form requested by the Owner.
6.2.1 Submittals The Bidder shall, within three days of notification of selection for the award of a
Contract, furnish the Owner or Owner's representative Engineer in writing if not required to be included on
the Bid Proposal Form:
1 1. Work to be performed by Bidders own forces
2. A complete list of sub bidders or sub contractors to be used to complete this project
3. Name of project superintendent or foreman to be used
4. Names of manufacturers, products, and supplies of principal items or systems
proposed for the Work.
6.2.2 Prior to award of the Contract, the Owner, or Owner's representative Engineer, will notify Bidder if
Owner has a reasonable objection to a person or entity proposed by Bidder. If Owner has an objection,
the Bidder may (1) withdraw the Bid, or (2) submit an acceptable substitute person or entity with an
adjustment in the Base Bid or Alternate Bid to cover the difference in cost, if any, occasioned by the
substitution. The Owner may accept the adjusted bid price or disqualify the Bidder. In the event of
withdrawal or disqualification, the Bid Security will not be forfeited.
6.2.3 Persons and entities proposed by the Bidder and to whom the Owner has made no reasonable
objection must be used on the work for which they were proposed and shall not be changed except with
the written consent of the Owner.
1 6.2.4 A copy of Contractor's UBI Certification shall be submitted with the signed agreement.
1
HORIZON CENTER BUILDING June 2011
1
DIVISION ZERO Instructions to Bidders 1
Section 00200
ARTICLE 7 PERFORMANCE AND PAYMENT BOND
7.1 Bond requirements
7.1.1 The Bidder shall furnish bonds covering faithful performance and payment of all obligations as 1
described in the Bidding Documents and all bonds shall be paid for by the Bidder and costs shall be
included in Bid.
7.2 Time of delivery and form of bonds
7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the
date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of
intent, the Bidder shall, prior to commencement of the Work, submit evidence satisfactory to the Owner
that such bonds will be furnished and delivered in accordance with this Subparagraph 7.2.1.
7.2.2 Unless otherwise provided, the bonds shall be written on forms provided by Owner, Performance
Bond and Payment Bond. Both bonds shall be written in the amount of the Contract Sum plus sales tax.
7.2.3 The bonds shall be dated on or after the date of the Contract. 1
7.2.4 The Bidder shall require the attorney -in -fact who executes the required bonds on behalf of the
1 surety to affix thereto a certified and current copy of the power of attorney.
ARTICLE 8 FORM OF AGREEMENT 1
8.1 Form to be used
8.1.1 The Agreement for the Work shall be the completed sample included in the Bidding Documents 1
and shall be signed by the Bidder within ten days of notice by the Owner of award of Contract to the
Bidder.
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END OF SECTION 00200
HORIZON CENTER BUILDING June 2011
1
DIVISION ZERO Bid Proposal Form
Section 00300
BID PROPOSAL FORM
Project Name: HORIZON CENTER BUILDING
Project Number(s): 621101HB
To: CLALLAM COUNTY PARKS, FAIR FACILITIES DEPARTMENT
Submission of this bid proposal certifies that the Undersigned has examined the project site and the
conditions of work; and has carefully read and thoroughly understands the Bidding Documents governing
the work embraced in this project, and the method by which payment will be made for said work. The
Undersigned hereby proposes to undertake and complete the work embraced in this project in
accordance with said Bidding Documents and agrees to accept as payment for said work the amounts
indicated below under Bid Proposal. The base bid shall include all work except that indicated in the
Alternates.
The Undersigned acknowledges that payment will be based on the actual work performed, as measured
or provided for in accordance with the said contract documents; Base Bid, Alternates and Unit Prices
shall not include State of Washington Sales Tax. Contractor shall pay state sales tax and the County will
pay appropriate sales tax to the contractor. Appropriate sales tax is to be added to invoice amounts after
1 award of bid.
BID PROPOSAL
1. BASE BID AMOUNT:
dollars($
2. ALTERNATE #1:
Description if applicable.
1 dollars($
3. UNIT PRICE #1:
Description if applicable.
dollars($
1
4. TOTAL BID: Includes Base Bid, Alternate #1 and Unit Price #1:
1 dollars($
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HORIZON CENTER BUILDING Page 1 of 2 June 2011
DIVISION ZERO Bid Proposal Form
Section 00300
CONTRACTOR'S CERTIFICATION OF BIDDING CONTRACT DOCUMENTS
By signing this form, the Contractor certifies that based on the Contractor's knowledge and review, that
the Contractor finds the Bidding Contract Documents sufficiently complete and in sufficient detail to
perform the work required.
NON COLLUSION STATEMENT
By signing this proposal, the Contractor certifies that he /she has not participated in any collusion, or
otherwise taken action in restraint of free competitive bidding in connection with this project for which this
proposal is submitted.
NON DISCRIMINATION
The Contractor hereby agrees to not discriminate against any person on the basis of race, creed, political
ideology, color, national origin, sex, marital status, sexual orientation, age or presence of any sensory,
mental or physical disability.
1
INDEPENDENT CONTRACTOR STATEMENT
The Contractor certifies that services shall be furnished by the Contractor as an independent contractor
and nothing herein contained shall be construed to create a relationship of employer /employee or
master /servant, but all payments made hereunder and all services performed shall be made and
performed pursuant to this Agreement by the Contractor.
ADDEN DA
Receipt of Addenda(s) numbered
is hereby acknowledged and all
costs of the Work therefore have been included in the Bid Proposal.
BIDDER NAME AND SIGNATURE
The name of the Bidder submitting this proposal, the address and phone number to which all
communications concerned with this proposal shall be made, and the number which has been assigned
indicating the Bidder is licensed to do business in the State of Washington are as follows:
Firm Name: 1
Address: Telephone
Contractor's License No. Exp.Date
The firm submitting this proposal is a: Sole Proprietorship
Corporation
Partnership
The names and titles of the principal officers of the corporation submitting this proposal, or of the
partnership, or of all persons interested in this proposal as principals are as follows:
SIGNATURE OF AUTHORIZED OFFICIAL(S)
(PROPOSAL MUST BE SIGNED) 1
(Seal)
FIRM NAME
END OF SECTION 00300
HORIZON CENTER BUILDING Page 2 of 2 June 2011
DIVISION ZERO Supplemental Bid Forms
Section 00400
ARTICLE 1 STATEMENT OF BIDDER'S QUALIFICATIONS
1 Upon notification of intent to award bid, Contractor shall complete and submit the below
information within three days of notification by Owner.
1. Name of Bidder:
2. Business Address:
3. How many years has said bidder been engaged in the contracting business under the present firm
name?
4. Contracts now in hand (Gross Amount):
5. General character of work performed by said company:
6. List of more important projects constructed by said company, including approximate costs and dates:
7. List of company's major equipment:
1
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8. Bank references:
1
9. Department of Labor and Industries Firm No.:
1 10. Department of Revenue Registration:
1
1 Name of Bidder Title
By Date
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HORIZON CENTER BUILDING June 2011
1
DIVISION ZERO Supplemental Bid Forms
Section 00400
ARTICLE 2 STATEMENT OF PROPOSED SUB CONTRACTORS AND MAJOR MATERIAL 1
SUPPLIERS
The Contractor shall submit a complete list of all major material suppliers and a sub contractor's
list within three days of notification of Bid award or upon request by the Owner. NOTE: Per
RCW39.30.060, projects expected to cost one million dollars or more are required, as part of the
Bid or within one hour after the published Bid submittal time, to submit a subcontractor list.
Failure to submit this information shall render the Bid Nonresponsive. (See RCW39.30.060 for full
text)
SUB CONTRACTOR'S LIST:
NAME ADDRESS DESCRIPTION OF WORK/MATERIAL
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MATERIAL SUPPLIERS LIST: 1
MATERIAL SUPPLIERS DESCRIPTION OF WORK/MATERIAL
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HORIZON CENTER BUILDING June 2011
1
DIVISION ZERO Supplemental Bid Forms
Section 00400
ARTICLE 3 RETAINAGE INVESTMENT OPTION DECLARATION
CONTRACTOR:
1 PROJECT NAME: Horizon Center Building
PROJECT NO.: Project 621101 HB
DATE:
Pursuant to RCW 60.28.010, as amended, you may choose how your Retainage under this contract will
be held and invested. Please complete and sign this form indicating your preference. If you fail to do so,
the County will hold your Retainage as described in "Current Expense" Option 1 below:
1. Current Expense: The County will retain the money in its Current Expense Fund
Account until thirty days following final acceptance of the improvement or work as
1 completed. You will not receive interest earned on this money.
2. Interest Bearing Account: The County will deposit Retainage checks in an interest
bearing account in a bank, mutual savings bank, or savings and loan association, not
subject to withdrawal until after the final acceptance of the improvement or work is
completed, or until agreed to by both parties. Interest on the account will be paid to
you.
3. Escrow /Investments: The County will place the Retainage checks in escrow with a
bank or trust company until thirty days following the final acceptance of the
improvement or work as completed. When the moneys reserved are to be placed in
escrow, the County will issue a check representing the sum of the moneys reserved
payable to the bank or trust company and you jointly. This check will be converted
into bonds and securities chosen by you and approved by the County and these
bonds and securities will be held in escrow. Interest on these bonds and securities
will be paid to you as interest accrues.
4. The Contractor may at his /her option choose to not submit a performance bond and
agrees to a 50% Retainage in lieu of a performance bond. Retainage to be released
when Contract is complete and all paperwork submitted. (Pertains to projects under
$25,000.00 only)
Retainage is normally released 30 -60 days after final acceptance of work by the County, or
following receipt of Labor and Industries Department of Revenue clearance, whichever takes
longer.
(Contractor's Signature)
(Title)
HORIZON CENTER BUILDING June 2011
DIVISION ZERO Supplemental Bid Forms
Section 00400
ARTICLE 4 PERFORMANCE AND PAYMENT BOND FORM 1
PERFORMANCE BOND FOR Bond No.
1 CLALLAM COUNTY, WASHINGTON
WE, d /b /a
(Insert legal name of Contractor) (Insert trade name of Contractor, it
any)
(hereinafter "Principal and (hereinafter
"Surety are held and firmly bound unto CLALLAM COUNTY, WASHINGTON (hereinafter "County as
Obligee, in an amount (in lawful money of the United States of America) equal to the total compensation
and expense reimbursement payable to Principal for satisfactory completion of Principal's work under
Contract No. between Principal and County, which total is initially
Dollars for the payment of
which sum Principal and Surety bind themselves, their executors, administrators, legal representatives,
successors and assigns, jointly and severally, firmly by these presents.. Said contract (hereinafter
referred to as "the Contract is for
and is made a part hereof by this reference. The Contract includes the original agreement as well as all
documents attached thereto or made a part thereof and amendments, change orders, and any other
document modifying, adding to or deleting from said Contract any portion thereof.
This Bond is executed in accordance with the laws of the State of Washington, and is subject to all
provisions thereof and the ordinances of County insofar as they are not in conflict therewith, and is entered
into for the use and benefit of County, and all laborers, mechanics, subcontractors, and materialmen, and all
persons who supply such person or persons, or subcontractors, with provisions or supplies for the carrying
on of the work covered by Contract No. between the below -named Contractor
and County for a copy of which
Contract, by this reference is made a part hereof and is hereinafter referred to as "the Contract." (The
Contract as defined herein includes the aforesaid agreement together with all of the Contract documents
including addenda, exhibits, attachments, modifications, alterations, and additions thereto, deletions
therefrom, amendments and any other document or provision attached to or incorporated into the
Contract) 1
THE CONDITION OF THIS OBLIGATION is such that if Contractor shall promptly and faithfully performs
the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
THE PARTIES FURTHER ACKNOWLEDGE AGREE AS FOLLOWS:
(1) Surety hereby consents to, and waives notice of, any alteration, change order, or other modification
of the Contract and any extension of time made by County, except that any single or cumulative change
order amounting to more than twenty -five percent (25 of the penal sum of this bond shall require
Surety's written consent.
(2) Surety recognizes that the Contract includes provisions for additions, deletions, and modifications to
the work or Contract Time and the amounts payable to Contractor. Subject to the limitations contained in
paragraph (1) above, no such change or any combination thereof, shall void or impair Surety's obligation
hereunder.
(3) Whenever County has declared Contractor to be in default and County has given Surety written
notice of such declaration, Surety shall promptly (in no event more than thirty [30] days following receipt
of such notice), specify, in written notice to County, which of the following actions Surety intends to take
to remedy such default, and thereafter shall:
(a) Remedy the default within fifteen (15) days after its notice to County, as stated in such notice; or
(b) Assume within fifteen (15) days following its notice to County, full responsibility for the completion
of the Contract in accordance with all of its provisions, as stated in such notice, and become entitled
to payment of the balance of the Contract sum as provided in the Contract; or
(c) Pay County upon completion of the Contract, in cash, the cost of completion together with all
other reasonable costs and expenses incurred by County as a result of Contractor's default,
HORIZON CENTER BUILDING June 2011
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DIVISION ZERO Supplemental Bid Forms
Section 00400
including but not limited to those incurred by County to mitigate its losses, which may include but are
not limited to attorneys' fees and the cost of efforts to complete the work prior to Surety's exercising
any option available to it under this Bond; or
(d) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and
upon a determination by County and Surety jointly of the lowest responsible bidder, arrange for one
or more agreements between such bidder and County, and make available as work progresses
(even though there is a default or a succession of defaults under such agreement(s) for completion
arranged for under this paragraph) sufficient funds to pay the cost of completion less the balance of
the Contract price, but not exceeding, including other costs and damages for which Surety may be
liable hereunder, the penal sum of this Bond. The term "balance of the Contract price," as used in
this paragraph, shall mean the total amount payable by County to Contractor under the Contract,
less the amount properly paid by County to Contractor.
(4) If County commences suit and obtains judgment against Surety for recovery hereunder, then Surety,
in addition to such judgment, shall pay all costs and attorneys' fees incurred by County in enforcement of
County's rights hereunder. The venue for any action arising out of or in connection with this bond shall be
in Clallam County, Washington.
(5) No right or action shall accrue on this Bond to or for the use of any person or corporation other than
Clallam County, and to the extent required under RCW Ch. 39, all laborers, mechanics, subcontractors,
and materialmen, and all persons who supply such person or persons, or subcontractors, with provisions
or supplies for the carrying on of the work covered by the Contract.
(6) No rider, amendment or other document modifies this Bond except as follows, which is hereby
incorporated herein.
(7) Surety shall give to Principal and to County not less than sixty (60) days' prior written notice by
certified mail, return receipt requested, of the effective date of the expiration or cancellation of this bond.
(8) Principal must provide County with a replacement bond, acceptable to County, not less than thirty
(30) days before the effective date of this bond's expiration or cancellation as specified in the Surety's
notice provided pursuant to Condition (7).
(9) If Principal fails to provide the replacement bond not less than thirty (30) days before the effective
date of this bond's expiration or cancellation as specified in the Surety's notice provided pursuant to
Condition (7) above, such failure shall constitute a default under this bond, for which County may make a
claim, and Surety shall be obligated to make immediate payment under this bond of all sums.
SURETY'S QUALIFICATIONS: Every Surety named on this bond must appear on the United States Treasury
Department's most current list (Circular 570 as amended or superseded) and be authorized by the Washington
State Insurance Commissioner to transact business as a surety in the State of Washington. In addition, the Surety
must have a current rating of at least A -:VII in A. M. Best's Key Rating Guide.
INSTRUCTIONS FOR SIGNATURES: This bond must be signed by the president or a vice president of a
corporation; the managing general partner of a partnership; managing joint venturer of a joint venture; manager of a
limited liability company or, if no manager has been designated, a member of such LLC; a general partner of a limited
liability partnership; or the owner(s) of a sole proprietorship. If the bond is signed by any other representative, the
Principal must attach currently- dated, written proof of that signer's authority to bind the Principal, identifying and
quoting the provision in the corporate articles of incorporation, bylaws, Board resolution, partnership agreement,
certificate of formation, or other document authorizing delegation of signature authority to such signer, and
confirmation acceptable to the County that such delegation was in effect on the date the bond was signed. A
NOTARY PUBLIC MUST ACKNOWLEDGE EACH SIGNATURE BELOW.
1
1
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HORIZON CENTER BUILDING June 2011
DIVISION ZERO Supplemental Bid Forms
Section 00400
1
FOR THE SURETY: FOR THE PRINCIPAL:
By By:
(Signature of Attomey -in -Fact) (Signature of authonzed signer for Contractor)
(Type or pnnt name of Attorney -in -Fact) (Type or pnnt name of signer for Contractor)
(Type or pnnt telephone number for Attomey -in -Fact) (Type or pnnt title of signer for Contractor)
STATE OF
ss: ACKNOWLEDGMENT FOR CONTRACTOR
COUNTY OF
On this day of before me a notary public in and for the State of
duly commissioned and sworn, personally appeared the person
described in and who executed the foregoing bond, and acknowledged to me that signed and
sealed said bond as the free and voluntary act and deed of the Contractor so identified in the foregoing
bond for the uses and purposes therein mentioned, and on oath stated that is authorized to execute
said bond for the Contractor named therein. WITNESS my hand and official seal hereto affixed the day and
year in this certificate first above written.
(Signature of Notary Public) (Print or type name of Notary Public)
Notary Public in and for the State of residing at
My commission expires SEAL
STATE OF
ss: ACKNOWLEDGMENT FOR SURETY
COUNTY OF
On this day of before me a notary public in and for the State of
duly commissioned and sworn, personally appeared Attorney -in -Fact for
the Surety that executed the foregoing bond, and acknowledged said bond to be the free and voluntary act
and deed of the Surety for the uses and purposes therein mentioned, and on oath stated that is
authorized to execute said bond on behalf of the Surety, and that the seal affixed on said bond or the
annexed Power of Attorney is the corporate seal of said Surety. WITNESS my hand and official seal hereto
affixed the day and year in this certificate first above written.
(Signature of Notary•Public) (Print or type name of Notary Public)
Notary Public in and for the State of residing at
My commission expires SEAL 1
1
1
1
1
HORIZON CENTER BUILDING June 2011
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DIVISION ZERO Supplemental Bid Forms
Section 00400
ARTICLE 5 INDUSTRIAL INSURANCE PREMIUMS AND CONFESSION OF JUDGMENT
1. The contractor shall pay, and is responsible for payment of, all industrial insurance premiums that
become due and payable to the Washington State Department of Labor and Industries (Department)
pursuant to Title 51, RCW, whether such premiums are attributable to the contractor or its subcontractors.
2. In the event that Clallam County is required to make industrial insurance premiums to the
Department due to the failure, neglect or refusal of the contractor to make payment as required herein,
the contractor authorizes Clallam County to take judgment against it, and the contractor hereby confesses
judgment, in the amount which Clallam County is required to pay the Department pursuant to Title 51,
RCW to satisfy contractor's liabilities hereunder. The contractor confesses judgment in an amount equal
to the entire industrial insurance premium liability due to the Department on behalf of the contractor and
its subcontractors hereunder, less any premium payments previously made to the Department by the
1 contractor.
3. The contractor expressly agrees that the amount confessed herein was expressly negotiated and
that the amount due to Clallam County for satisfying contractor's obligations to the Department hereunder
is due, justly due or to become due.
4. Until such time as Clallam County is actually reimbursed for industrial insurance premiums paid to
the Department due to the failure, neglect or refusal of the contractor to meet its obligations hereunder,
the contractor shall be debarred from bidding on any projects for which Clallam County solicits bids.
Corporate:
State of
County of ss
On this day of before me personally appeared
to me known to be the (president, vice
president, secretary, treasurer, or other authorized officer or agent, as the case may be) of the
corporation that executed the within and foregoing instrument, and acknowledged said instrument to be
the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned,
and on oath stated that he was authorized to execute said instrument and that the seal affixed is the
corporate seal of said corporation.
In witness whereof I have hereunto set my hand and affixed my official seal the day and year first above
written.
1 (CORPORATE SEAL)
(Contractor's Signature)
1 (Title)
1 Notary Public in and for the State of Washington
Residing at
1
1
HORIZON CENTER BUILDING June 2011
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DIVISION ZERO Supplemental Bid Forms
Section 00400
Individual:
State of
ss
County of
On this day personally appeared before me to me known to be 1
the individual, or individuals described herein and who executed the within and foregoing instrument, and
acknowledged that he (she or they) signed the same as his (her or their) free and voluntary act and deed,
for the uses and purposes therein mentioned. Given under my hand and official seal this day
of ,20
Contractors Signature)
(Title)
Notary Public in and for the State of Washington 1
Residing at
1
1
1
1
1
1
1
1
1
HORIZON CENTER BUILDING June 2011
1
I DIVISION ZERO Supplemental Bid Forms
Section 00400
I ARTICLE SIX INSURANCE CERTIFICATE
I FORM
CLALLAM COUNTY, WA
e CERTIFICATE OF INSURANCE TIIIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY.
05.07.08
THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER TI IE
1'9.1-ROADS
COVERAGE AFFORDED 13Y THE POLICIES BELOW.
I INSURED (Legal name and business address) CERTIFICATE HOLDER:
CONTRACT NUMBER
CLALLAM COUNTY, WASHINGTON
PUBLIC WORKS DEPARTMENT
COURTHOUSE DATE ISSUED
I 223 EAST FOURTH ST. sTE. 7
PORT ANGELES, WA 98362
PRO/ Err DESCRIPTION/LOCATIONS VEHICLES RESTRICTIONS SPECIAL ITEMS:
1
This is to certify that iolicies of Insumnce listed below have been issued to the Insured named above for the hey riod indicated,
I 1 :'71:1 L ,::',-,-:-VL:::::Zqt7.I:7s2Z.::.:L1,:d;;7''Z'1,'SY:;...,' 7j'. 11,1 775:TIF7:::LW::"...'::377:'..'
CO TYPE OF INSURANCE POLICY NUMBER Date Policy Date Policy ALL LIMITS IN THOUSANDS
LTR Effective Expires
(IMM/DD/YY) (MWDD/YY)
I GENERAL LIABILITY
Commercial General Liability Products Comp/Ops Agate-gate s
1 Claims Is4ade E3 Occurrence General Agerceate 5
Personal Advertising Injury
owficcs Contractors Protection Each Occurrence
fire Damage (Anv One Fire) S
I Deductible S.
Medical Expense (Any One Person)
AUTOMOBILE LIABILITY
My Auto CSI. 5
All Owned Autos Bodily Injury 1,..
I Scheduled Autos
lifted Autos Bodily Injury
Non•Ooned Autos per person)
(p Kr accident)
r
f.„
Garage Liability. Properly fr:.
Deductible Damage 5
1 EXCESS LIA1311.1TY
1 Each Occurrence Aggregate
Other Than Umbrella Form 4
i S 5
WORKERS COMPLNSATION sTATIrroRY
I AND
EMPLOYER'S LIABILITY 5
ch
5 (Ea Accidenti
(Di
5 sease Policy Limit)
(Disease-Each Emplovee)
OTI IER
I
ADDITIONAL PROVISIONS
CLALLAM COUNTY is included as additional insured as related to the above-mentioned project.
Should any of thc above described policies be cancelled before the expiration date thereof. thc issuing Company must deliver or mail not less than a 45 days written notice
I to thc above Certificate I folder, per RCW 48.18.290
COMPANIES AFFORDING COVERAGE ISSUING COMPANY, AGENT OR REPRESENTATIVE
NOTE: Attach a separate sheet to this certificate giving
all the company names and their percentage of coverage, if NAME:
clarification is needed,
1 A ADDRESS:
13
7./
I —1
C
Fs
a Authorized Signature
Title
r- I) Signature Date
o
L.) Signce Name
1
E
Telephone No.
I END OF SECTION 00400
HORIZON CENTER BUILDING June 2011
1
DIVISION ZERO Form of Agreement Between Owner and Contractor
Section 00500
FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 1
Project Name: Horizon Center Building
Project Number(s): 621101HB
This agreement is entered into between Clallam County, a political subdivision of the State of
Washington, hereafter called "County" and hereinafter called "Contractor 111 The Owner and Contractor agree as set forth below:
1. This Agreement is comprised of the Bidding Documents, Contract Documents, the Agreement, Plans
and Specifications as described in the Contract Documents, Addenda issued prior to execution of this
Agreement and modifications issued after execution of this Agreement.
2. The Contractor shall execute the entire work described in the Bidding and Contract Documents.
1
3. The date of commencement is the date the Contractor receives a signed copy of this Agreement by
the Board of Commissioners which shall be considered the notice to proceed.
4. The Contractor shall achieve Substantial Completion of the entire work no later than October
3, 2011 subject to adjustments provided for in the Contract Documents. All work shall be
completed no later than October 14, 2011. 1
5. The Owner shall pay the Contractor in current funds for Contractor's performance of the Contract the
Contract Sum of Dollars
1
subject to additions and deductions as provided in the Contract Documents.
6. The Contract Sum is based upon the following alternates, if any, which are described in the Contract
Documents and hereby accepted by the Owner:
Alternates /Unit Pricing:
Alternate #1:
Unit Price #1:
7. Progress Payments
1
a. The Owner shall make progress payments to the Contractor on account of the Contract Sum as
provided for below and elsewhere in the Contract Documents.
b. The Contractor shall submit Application for Payment on AIA Document G702 forms not more than
once per month or Contractor's own form with same information found on G702 Forms.
c. The Contractor shall submit Application for Payment prior to the last day of each calendar month
to the Owner or Owner's Representative Engineer.
d. The Owner shall make progress payments within 15 calendar days of receipt of Application for
Payment and certification that work has progressed satisfactorily.
e. Each Application for Payment shall be based upon the schedule of values submitted by the
Contractor in accordance with the Contract Documents. The schedule of values shall allocate
the entire Contract Sum among the various portions of the Work and be prepared in such form
and supported by such data to substantiate its accuracy as the Owner or Owner's Engineer may
require. This schedule, unless objected to by the Owner or Owner's Engineer, shall be used as a
basis for reviewing the Contractor's Applications for payment.
f. Applications for Payment shall indicate the percentage of completion of each portion of the Work
as of the end of the period covered by the Application for Payment.
g. Subject to the provisions of the Contract Documents, the amount of each progress payment shall
be computed as follows:
Take that portion of the Contract Sum properly allocable to completed Work as determined
1 by multiplying the percentage completion of each portion of the Work by the share of the total
HORIZON CENTER BUILDING Page 1 of 2 June 2011
DIVISION ZERO Form of Agreement Between Owner and Contractor
Section 00500
Contract Sum allocated to that portion of the Work in the schedule of values, Tess Retainage
of five percent. Pending final determination of cost to the Owner of changes in the Work,
amounts not in the dispute may be included as provided in the General Conditions even
though the Contract Sum has not yet been adjusted by Change Order.
Add that portion of the Contract Sum properly allocable to materials and equipment delivered
and suitably stored at the site for subsequent incorporation in the completed construction less
Retainage of five percent.
Subtract the aggregate of previous payments made by the Owner; and
Subtract amounts, if any, for which the Owner or Engineer has withheld or nullified a
Certificate of Payment as provided in the General Conditions.
8. Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the
Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for
the Contractor's responsibility to correct non conforming Work as provided in the General Conditions
and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a Final
Certificate for Payment has been issued by the Owner or Owner's Representative Engineer; such
final payment shall be made by the Owner not more than 30 days after the issuance of the Owner or
Owner's Representative Engineer's final Certificate for Payment, punch list is completed and all
close -out paperwork and documents have been submitted to the Owner including Department of
Revenue clearance.
1 9. Other documents, if any, forming part of the Contract Documents are as follows:
A. UBI Certification (copy to be attached to Agreement)
IN WITNESS WHEREOF, the Parties have executed this Agreement on this day of
1 2011.
CONTRACTOR: OWNER:
1
Clailam County Commissioners
(Name)
1 (By) Howard V. Doherty, Jr., Chair
(Its)
1 Date: 2011
Approved as to Form Attest:
Deputy Prosecuting Attorney Trish Holden, CMC, Clerk of the Board
1
END OF SECTION 00500
1
HORIZON CENTER BUILDING Page 2 of 2 June 2011
DIVISION ZERO General Conditions of the Contract
Section 00600
GENERAL CONDITIONS OF THE CONTRACT
ARTICLE 1 GENERAL PROVISIONS
1.1 Definitions
1.1.1 Contract Documents consist of Agreement between Owner and Contractor, General Conditions 1
of the Contract, Supplemental Conditions, Bidding Documents, Bonds, Drawings and Specifications,
Addenda, approved Alternates, and modifications issued after execution of the Agreement.
1.1.2 The term Work means the construction and services required by the Contract Documents and
include all labor, materials, equipment and services provided by the Contractor to fulfill the Contractor's
obligations.
1
1.1.3 The Drawings are the graphic and pictorial portions of the Contract Documents showing the
design, location and dimensions of the Work.
1.1.4 The Specifications are that portion of the Contract Documents consisting of the written
requirements for materials, equipment construction systems, standards and workmanship for the Work
and performance of related services.
1
1.1.5 The Project Manual is the volume assembled for the work which includes the Bidding Documents
including Call for Bids and Instructions to Bidders, and Contract Documents.
1.2 Execution, Correlation and Intent
1.2.1 The Contract Documents shall be signed by the Owner and Contractor as provided in the
Agreement.
1.2.2 Execution of the contract by the Contractor is a representation that the Contractor has visited the
site, become familiar with local conditions under which the Work is to be performed, and correlated
personal observations with requirements of the Contract Documents.
1.2.3 The intent of the Contract Documents is to include all items necessary for the proper execution
and completion of the Work by the Contractor. The Contract Documents are complementary, and what is
required by one shall be as binding as if required by all.
1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of
Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing
the extent of Work to be performed by any trade.
1.2.5 Unless otherwise stated in the Contract Documents, words which have well -known technical or
construction industry meanings are used in the Contract Documents in accordance with such recognized
meanings.
1.2.6 The apparent silence of the specifications or plans as to any detail or the apparent omission from
them of a detailed description concerning any point shall be regarded as meaning that only the best
general practice is to prevail and that only material and workmanship of first quality are to be used. All
interpretations of these specifications shall be made on the basis above stated.
1
1
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DIVISION ZERO General Conditions of the Contract
Section 00600
1.3 Ownership of Documents
1.3.1 The Drawings, Specifications and other documents prepared by the Owner or Owner's Engineer
are instruments of the Owner's service through which the Work to be executed by the Contractor is
described. The Owner shall be deemed the author of them and will retain all common law, statutory and
other reserved rights, in addition to the copyright.
ARTICLE 2 OWNER
1 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to
throughout the contract Documents as if singular in number. The term "Owner" means the Owner or the
Owner's authorized representative.
2.1.2 The Owner shall furnish surveys, utility locations, or other records that the Owner has presently
on file or presently knows of to the contractor upon request. The Owner will not provide additional
surveys, layouts or locations unless specifically stated elsewhere in the Contract Documents.
2.1.3 The Owner shall be responsible for obtaining the septic permit as it relates to this project.
1 2.1.4 The Owner shall have additional responsibilities enumerated herein.
2.1.5 If the Contractor fails to correct Work or persistently fails to carry out Work in accordance with the
Contract Documents, the Owner, by written order signed personally or by an agent specifically so
empowered by the Owner in writing, may order the Contractor to stop the work, or any portion thereof,
until the cause for such order has been eliminated.
ARTICLE 3 CONTRACTOR
3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to
throughout the Contract Documents as if singular in number. The term "Contractor" means the
Contractor or the Contractor's authorized representative.
3.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and
with information furnished by the Owner and shall at once report to the Owner errors, inconsistencies or
omissions discovered. The Contractor shall not be liable to the Owner for damage resulting from errors,
inconsistencies or omissions in the Contract Documents unless the Contractor recognized (or should
have recognized) such error, inconsistency or omission and knowingly failed to report it to the Owner. If
the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or
omission in the Contract Documents without such notice to the Owner, the Contractor shall assume
appropriate responsibility for such performance and shall bear an appropriate amount of the attributable
costs for correction.
3.1.3 The Contractor shall take field measurements and verify field conditions and shall carefully
compare such field measurements and conditions and other information known to the Contractor with the
Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall
be reported to the Owner at once.
3.1.4 The Contractor shall supervise and direct the Work, using the Contractor's best skill and
attention. The Contractor shall be solely responsible for and have control over construction means,
methods, techniques, sequences and procedures and for coordinating all portions of the Work under the
Contract, unless Contract Documents give other specific instructions concerning these matters.
1
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DIVISION ZERO General Conditions of the Contract
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3.1.5 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's 1
employees, Subcontractors and their agents and employees, and other persons performing portions of
the Work under a contract with the Contractor.
3.1.6 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for
labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities,
transportation, and other facilities and services necessary for proper execution and completion of the
Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the
Work.
3.1.7 The Contractor shall enforce strict discipline and good order among the Contractor's employees
and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons
or persons not skilled in tasks assigned to them.
3.1.8 The Contractor warrants to the Owner that materials and equipment furnished under the Contract
will be of good quality and new, that the Work will be free from defects not inherent in the quality required
or permitted, and that the Work will conform to the requirements of the Contract Documents. Work not
conforming to these requirements, including substitutions not properly approved and authorized, may be
considered defective. The Contractor's warranty excludes remedy for damage or defect caused by
abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper
operation, or normal wear and tear under normal usage. If required by the Owner, the Contractor shall
furnish satisfactory evidence as to the kind and quality of materials and equipment.
3.1.9 The Contractor shall pay sales, consumer, use and similar taxes for the work or portions thereof
provided by the Contractor which are legally enacted when bids are received or negotiations concluded,
whether or not yet effective or merely scheduled to go into effect.
3.1.10 The Contractor shall secure and pay for all permits and governmental fees, licenses and
inspections necessary for proper execution and completion of the Work, with the exception of the septic
permit that has already been obtained by the Owner.
3.1.11 The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on performance of the Work.
3.1.12 If the Contractor observes that portions of the Contract Documents are at variance with codes,
the Contractor shall promptly notify the Owner in writing, and necessary changes shall be accomplished
by appropriate modification.
3.1.13 If the Contractor performs Work knowing or should have known it to be contrary to laws, statutes,
ordinances, building codes, and rules and regulations without such notice to the Owner, the Contractor
shall assume full responsibility for such Work and shall bear the attributable costs.
3.1.14 The Contractor shall keep the premises and surrounding area free from accumulation of waste
materials or rubbish caused by operations under the Contract. At completion of the work, the Contractor
shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction
equipment, machinery and surplus materials.
1
3.1.15 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so
and the cost thereof shall be charged to the Contractor.
3.1.16 The Contractor shall provide the Owner access to the Work in preparation and progress
wherever located.
3.1.17 To the fullest extent permitted by law, the Contractor shall defend, indemnify and hold harmless, 1
the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against
claims, damages, losses and expenses, including but not limited to attorney's fees, arising out of or
HORIZON CENTER BUILDING Page 3 of 16 June 2011
DIVISION ZERO General Conditions of the Contract
Section 00600
resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable
to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than
the work itself) including Toss of use resulting therefrom, but only to the extent caused in whole or in part
by negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed
by them or anyone for whole acts they may be liable, regardless of whether or not such claim, damage,
loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be
construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise
exist as to a party or person described in this Paragraph.
3.1.18 With respect to performance of this agreement and as to claims against the county, its elected
and appointed officers, agents and employees, the Contractor expressly waives its immunity under Title
51 RCW, the Industrial Insurance Act, as now and hereafter amended, for injuries to its employees and
agrees that the obligations to indemnify, defend and hold harmless provided in this agreement extend to
any claim brought by or on behalf of any employee of the Contractor. This waiver is mutually negotiated
by the Owner and Contractor.
ARTICLE 4 ADMINISTRATION OF THE CONTRACT
4.1 The Owner's project manager shall be the administrator of the contract unless the Owner has
1 agreement for Architectural services.
4.1.1 The Architect is the person lawfully licensed to practice Architecture or an entity lawfully
practicing Architecture identified as such in the Agreement and is referred to throughout the Contract
Documents as if singular in number. The term "Architect" means the Architect or the Architect's
authorized representative.
4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract
Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor
and Engineer. Consent shall not be unreasonably withheld.
1 4.1.3 The Architect will provide administration of the Contract as described in the Contract documents,
and will be the Owner's representative (1) during construction, (2) until final payment is due and (3) with
the Owner's concurrence, from time to time during the correction period. The Architect will advise and
consult with the Owner. The Engineer will have authority to act on behalf of the Owner only to the extent
provided in the Contract Documents, unless otherwise modified by written instrument in accordance with
other provisions of the Contract.
4.1.4 The Architect will visit the site at intervals appropriate to the stage of construction to become
generally familiar with the progress and quality of the completed Work and to determine in general if the
Work is being performed in a manner indicating that the Work, when completed, will be in accordance
with the Contract Documents. However, the Architect will not be required to make exhaustive or
continuous on -site inspections to check observations as an Architect, the Architect will keep the Owner
informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies
in the Work.
4.1.5 Except as otherwise provided in the Contract Documents or when direct communications have
been specially authorized, the Owner and Contractor shall endeavor to communicate through the
Architect. Communications by and with the Architect's consultants shall be through the Architect.
Communications by and with Subcontractors and material suppliers shall be through the Contractor.
Communications by and with separate contractors shall be through the Owner.
4.1.6 Based on the Architect's observations and evaluations of the Contractor's Applications for
Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates
for Payment in such amounts to the Owner who has final approval and authority.
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4.1.7 The Architect, with Owner's approval, will have authority to reject Work which does not conform 1
to the Contract documents. Whenever the Architect, with Owner's approval, considers it necessary or
advisable for implementation of the intent of the Contract Documents, the Architect, with Owner's
approval, will have authority to require additional inspection or testing of the work. However, neither this
authority of the Architect nor a decision made in good faith either to exercise or not to exercise such
authority shall give rise to a duty or responsibility of the Architect to the Contractor, subcontractors,
material and equipment suppliers, their agents or employees, or other persons performing portions of the
Work.
4.1.8 The Architect will review and, with Owner's approval, approve or take other appropriate action
upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the
limited purpose of checking for conformance with information given and the design concept expressed in
the Contract Documents.
4.1.9 The Architect, with the Owner's approval, will prepare Change Orders and Construction Change
1
Directives, and may authorize minor changes in the work as provided in Paragraph 7.1.4.
4.1.10 The Architect will conduct inspections to determine the date or dates of Substantial Completion
and the date of final completion, will receive and forward to the Owner for the Owner's review and records
written warranties and related documents required by the Contract and assembled by the Contractor, and
will issue a final Certificate for Payment upon compliance with the requirements of the Contract
Documents.
ARTICLE 5 SUBCONTRACTORS 1
5.1 Definitions
5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a
portion of the Work at the site.
5.1.2 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor,
as soon as practicable after award of the Contract, shall furnish in writing to the Owner the names of
persons or entities (including those who are to furnish materials or equipment fabricated to a special
design) proposed for each principal portion of the Work. The Owner will promptly reply to the Contractor
in writing stating whether or not, after due investigation, the Owner has reasonable objection to any such
proposed person or entity. Failure of the Owner to reply promptly shall constitute notice of no reasonable
objection.
5.1.3 The Contractor shall not contract with a proposed person or entity to whom the Owner has made
reasonable and timely objection.
5.1.4 If the Owner has reasonable objection to a person or entity proposed by the Contractor, the 1
Contractor shall propose another to whom the Owner has no reasonable objection. The Contract Sum
shall be increased or decreased by the difference in cost occasioned by such change and an appropriate
Change Order shall be issued. However, no increase in the Contract Sum shall be allowed for such
change unless the Contractor has acted promptly and responsively in submitting names as required.
5.1.5 By appropriate agreement, written where legally required for validity, the Contractor shall require
each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the
Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations
and responsibilities which the Contractor, by these Documents, assumes toward the Owner and
Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect
under the Contract Documents with respect to the Work to be performed by the Subcontractor so that
subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless
specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and
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redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner.
Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with
1 Sub subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the
execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor
will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and
conditions of the proposed subcontract agreement which may be at variance with the Contract
Documents. Subcontractors shall similarly make copies of applicable portions of such documents
available to their respective proposed Sub subcontractors.
1 ARTICLE 6 CONSTRUCTION BY OWNER
6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the
Owner's own forces, and to award separate contracts in connection with other portions of the Project or
other construction or operations on the site under Conditions of the Contract identical or substantially
similar to these including those portions related to insurance and waiver of subrogation. If the Contractor
1 claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall
make such Claim as provided elsewhere in the Contract Documents.
6.1.2 The Owner shall provide for coordination of the activities of the Owner's own forces.
1 6.1.3 If part of the Contractor's Work depends, for proper execution or results, upon construction or
operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that
portion of the Work, promptly report to the Owner apparent discrepancies or defects in such other
construction that would render it unsuitable for such proper execution and results. Failure of the
Contractor to so report shall constitute an acknowledgment that the Owner's or separate contractors'
completed or partially completed construction is fit and proper to receive the Contractor's Work, except as
to defects not then reasonably discoverable.
ARTICLE 7 CHANGES IN THE WORK
7.1.1 Changes in the work may be accomplished after execution of the Contract, and without
invalidating the Contract, by Change Order.
1 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and
Architect/Engineer.
1 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents,
and the Contractor shall proceed promptly, unless otherwise provided in the Change Order.
7.1.4 A Change Order is a written instrument prepared by the Owner or Architect and signed by the
Owner, Contractor and Architect stating their agreement upon all of the following:
1. a change in the Work,
2. the amount of the adjustment in the Contract Sum, if any, and
3. the extent of the adjustment in the Contract Time, if any.
ARTICLE 8 TIME AND LIQUIDATED DAMAGES
8.1.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing
the Agreement, the Contractor confirms that the Contract Time is a reasonable period for performing the
Work.
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8.1.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, 1
prematurely commence operations on the site or elsewhere prior to the effective date of insurance to be
furnished by the Contractor. The date of commencement of the Work shall be not changed by the
effective date of such insurance. Unless the date of commencement is established by a notice to
proceed given by the Owner, the Contractor shall notify the Owner in writing not less than five days or
other agreed period before commencing the work to permit the timely filing of mortgages, mechanic's
liens and other security interests.
8.1.3 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner,
or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered in
the Work, or by labor disputes, fire, unavoidable casualties or other causes beyond the Contractor's
control, or by delay authorized by the:Owner, then the Contract time shall be extended by Change Order.
8.1.4 Should the Contractor fail to complete the Work within the Contract Time, the Owner will sustain
damage.
8.1.5 Therefore, the parties agree that the Contractor shall pay the Owner, as liquidated damages and
not as penalty, an amount as follows,'iwhich shall be considered to be the amount of the damage
sustained by the Owner on account of the condition specified and shall continue to be paid until the
condition specified is met.
8.1.6 It is agreed by the parties that time is of essence in this agreement and, if the date of final
1
completion is delayed, the Owner will be damaged. The exact amount of the damage will be difficult to
calculate, but will include such items as outside leases, loss of efficient function, and inconvenience to the
public and to the Owner. It is agreed between the parties that the amount of damages will be One 1
Thousand Dollars and No Cents ($200.00) per calendar day from Final Completion date as
designated for each individual project as stated on the Form of Agreement between Owner and
Contractor. The Owner may deductithe sum of such liquidated damages from any moneys due or that
may become due the Contractor; or if 'such moneys are insufficient, the Contractor or his Surety or
Sureties shall pay the difference.
ARTICLE 9 PAYMENTS AND COMPLETION
9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total
amount payable by the Owner to the Contractor for performance of the Work under the Contract
Documents.
9.1.2 Before the first Application for;Payment, the Contractor shall submit to the Owner or Architect a
schedule of values allocated to various portions of the work, prepared in such form and supported by
such data to substantiate its accuracy;as the Owner or Architect may require. This schedule, unless
objected to by the Owner or Architect, ,shall be used as a basis for reviewing the Contractor's Applications
for Payment.
9.1.3 At least ten days before the date established for each progress payment, the Contractor shall
submit to the Owner or Architect, if one is used, an itemized Application for Payment for operations 1
completed in accordance with the schedule of values. Such application shall be notarized, if required,
and supported by such data substantiating the Contractor's right to payment as the Owner or Architect
may require, such as copies or requisitions from Subcontractors and material suppliers, and reflecting
Retainage if provided for elsewhere inithe Contract Documents.
9.1.4 Such applications may include requests for payment on account of changes in the work which
have been properly authorized by Change Orders. 1
9.1.5 Such applications may not include requests for payment of amounts the Contractor does not
intend to pay to a Subcontractor or material supplier because of a dispute or other reason.
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1
9.1.6 Unless otherwise provided in the Contract Documents, payments shall be made on account of
materials and equipment delivered and suitably stored at the site for subsequent incorporation in the
Work.
9.1.7 The Contractor warrants that title to all Work covered by an Application for Payment will pass to
the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an
Application for Payment, all Work for which Certificates for Payment have been previously issued and
payments received from the Owner shall, to the best of the Contractor's knowledge, information and
belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor,
Subcontractors, material suppliers, or other persons or entities making a claim by reason of having
provided labor, materials and equipment relating to the Work.
9.1.8 The Owner shall determine the payment amount to be made to the Contractor.
9.1.9 At the time each month stipulated in the Owner /Contractor Agreement, the Owner shall pay to the
Contractor an amount equal to ninety -five percent (95 of the value of labor and material incorporated in
the work, all as approved by the Architect in accordance with the provisions of the Contract Documents;
such amount paid to the Contractor shall be less the total of all previous payments and deductions
provided for in the Contract Documents. The five percent (5 withheld shall be Retainage, which shall
be paid as provided hereinafter. The percentage of contract retained shall be five percent (5 pursuant
to RCW Chapter 60.28, as amended. Thirty days after final acceptance of the completed work, the
balance due will be paid, provided,
a. The work be fully completed.
b. Certification has been received by the Owner from the State Department of Labor and
Industries, as to payment of prevailing wages, in conformance with laws.
c. Certification has been received by the Owner from the State Department of Revenue that all
taxes have been paid, no tax lien may exist, and
d. The Contractor warrants to the Owner all claims by materialmen and workmen, if any, for
unpaid charges against the work have been satisfied, and
e. To hold the Owner harmless from all liens on the completed work.
In the event these provisions are not met, the Owner may pay a percentage of the Retainage, holding
back that quantity of money for materialmen and laborer's liens, tax liens, cost and attorney's fees to
defray the cost of foreclosing all other liens, costs, and Engineer's fee to defray cost of additional
Construction Administration services.
After the award of a Contract for public improvement or work for which retained percentages are required
to be reserved under the provisions of RCW 60.28.010., Owner shall require the Contractor to exercise in
writing, one of the options listed in RCW 60.20.010.
Retained amounts shall be paid into an escrow account, if requested, in a financial institution chosen by
the Contractor and approved by the Owner, the interest earnings from which shall accrue to the benefit of
the Contractor.
9.1.10 Final payment will not be made by the Owner until all contract conditions and requirements have
been fulfilled and all forms and certificates are received in full.
9.1.11 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon
receipt of a final Application for Payment, the Owner or Architect will promptly make such inspection, and
when Owner and Architect finds the Work acceptable under the Contract Documents and the Contract
fully performed, the Architect will promptly issue a final Certificate for Payment.
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ARTICLE 10 PROTECTION OF1PERSONS AND PROPERTY
10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety 1
precautions and programs in connection with the performance of the Contract.
10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or
polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately
stop Work in the area affected and report the condition to the Owner and Architect in writing. The Work in
the affected area shall not thereafter be resumed except by written agreement of the Owner and
Contractor if, in fact, the material is asbestos or polychlorinated biphenyl (PCB) and has not been
rendered harmless. The work in the affected area shall be resumed in the absence of asbestos or PCB,
or when it has been rendered harmless by written agreement of the Owner and Contractor.
10.1.3 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable
protection to prevent damage, injury or Toss to:
1. employees on the Work and other persons who may be affected thereby;
2. the work and materials and equipment to be incorporated therein, whether in storage on or
off the site, under care, custody or control of the Contractor or the Contractor's
Subcontractors or Sub subcontractors, and
3. other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal, relocation or
replacement in the course of construction.
10.1.4 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations
and lawful orders of public authorities bearing on safety of persons or property or their protection from
damage; injury or loss. 1
10.1.5 The Contractor shall erect and maintain, as required by existing conditions and performance of
the Contract, reasonable safeguards for safety and protection, including posting danger signs and other
warnings against hazards, promulgating safety,regulations and notifying owners and users of adjacent
sites and utilities.
10.1.6 When use or storage of explosive or other hazardous materials or equipment or unusual methods
are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such
activities under supervision of properly qualified personnel.
10.1.7 The Contractor shall promptly, remedy damage and Toss (other than damage or loss insured
under property insurance required by the Contract Documents) to property caused in whole or in part by
the Contractor, a Subcontractor, a Sub- subcontractor, or anyone directly or indirectly employed by any of
them, or by anyone for whose acts they may be liable and for which the Contractor is responsible, except
damage or loss attributable to acts or omissions of the Owner or Engineer or anyone directly or indirectly
employed by either of them, or by anyone for whose acts either of them may be liable, and not
attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in
addition to the Contractor's obligations.
1
10.1.8 The Contractor shall not load or permit any part of the construction or site to be loaded so as to
endanger its safety.
10.1.9 In an emergency affecting safety of persons or property, the Contractor shall act, at the
Contractor's discretion, to prevent threatened damage, injury or loss.
10.1.10 The Contractor agrees to comply with Chapter 49.18 RCW providing that no laborer, workman,
or mechanic in the employ of the Contractor, Subcontractor, or other person doing or contracting to do
the work or any part of the work contemplated by the Contract, shall be permitted or required to work
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more than eight (8) hours in any one calendar day, provided that, in cases of extraordinary emergency,
such as danger to life or property, the hours of work may be extended, but in such cases shall not be Tess
than one and one -half times the rate allowed for this same amount of time during eight (8) hours' service.
Any work necessary to be performed after regular working hours, or Sunday or legal holidays shall be
performed without additional expense to the Owner. Contractor further agrees the said Contract is
terminable in case the Contractor shall violate the provisions of such act.
1
ARTICLE 11 INSURANCE BONDS
11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized
to do business in the jurisdiction in which the Project is located such insurance as will protect the
Contractor from claims set forth below which may arise out of or result from the Contractor's operations
under the Contract and for which the Contractor may be legally liable, whether such operations be by the
Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by
anyone for whose acts any of them may be liable:
1 1. claims under workers or workmen's compensation, disability benefit and other similar
employee benefit acts which are applicable to the Work to be performed;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
the Contractor's employees;
3. claims for damages because of bodily injury, sickness or disease, or death of any person
other than the Contractor's employees;
4. claims for damages insured by usual personal injury liability coverage which are sustained
(1) by a person as a result of an offense directly or indirectly related to employment of such
person by the Contractor, or (2) by another person;
5. claims for damages, other than to the Work itself, because of injury to or destruction of
tangible property, including Toss of use resulting therefrom;
6. claims for damages because of bodily injury, death of a person or property damage arising
out of ownership, maintenance or use of a motor vehicle; and
7. claims involving contractual liability insurance applicable to the Contractor's obligations.
11.1.2 The Contractor shall name the Owner, the Engineer, their consultants, and their officers, agents,
and employees, as additional insured on the insurance policies, except the workers' or workmen's
compensation policy. The Contractor shall obtain from the Owner and Engineer the list of names to
appear on the insurance policies.
11.1.3 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following, or
greater if required by law:
1. Workers' Compensation;
a. State: Statutory
b. Applicable Federal (e.g. Longshoremen, harbor Work, Work at or outside U.S.
Boundaries): Statutory
c. Employer's Liability: $1,000,000.00
d. Benefits Required by Union labor contracts: as applicable
e. Include all- states endorsement
2. Comprehensive General Liability (Including Premises Operations; Independent
Contractor's Protective, Products and Completed Operations; Broad Form Property
Damage):
a. Bodily Injury:
$2,000,000.00 Single Limit Per Occurrence
Full Contract Amount Aggregate, Products and Completed Operations
b. Property Damage: Course of Construction Insurance
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Full Contract Amount Each Occurrence 1
Full Contract Amount Aggregate
c. Products and Completed Operations Insurance shall be maintained until 30 days after
final completion
d. Property Damage Liability Insurance shall include coverage for the following hazards:
Vandalism, Fire, Explosion, Collapse, and Underground
e. Contractual Liability;
1. Bodily Injury: $2,000,000 Each Occurrence
2. Property Damage:
Full Contract Amount Each Occurrence
Full Contract Amount Aggregate
f. Personal Injury with Employment Exclusion Deleted: $2,000,000.00 Aggregate
3. Comprehensive Automobile Liability (Owned, Non owned, Hired):
a. Bodily Injury:
$1,000,000.00 Each Person
$1,000,000.00 Each Occurrence
b. Property Damage: $500,000.00 Each Occurrence 1
4. If possible, all of the above insurance coverage shall be carried with the same insurance
company.
111
11.1.4 Certificates of Insurance acceptable to the Owner shall be filed with the Owner and the Architect
prior to commencement of the work. These Certificates shall contain a provision that coverages afforded
under the policies will not be canceled until at least thirty (30) days' prior written notice has been given to
the Owner, the Architect, the Contractor, and the Owner's insurer. Certificates shall be furnished in
duplicate and stipulate all coverage required, and the Contractor shall furnish to the Owner and the
Architect copies of all endorsements that are subsequently issued amending coverage or limits.
11.1.5 The Contractor shall purchase and maintain, in a company or companies lawfully authorized to
do business in the jurisdiction in which the Project is located, property insurance in the amount of the
initial Contract sum as well as subsequent modifications thereto for the entire Work at the site on a
replacement cost basis without voluntary deductibles. Such property insurance shall be maintained,
unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and
entities who are beneficiaries of such insurance, until final payment has been made.
11.1.6 Property insurance shall be on an all -risk policy form and shall insure against the perils of fire and
extended coverage and physical loss or damage including, without duplication of coverage, theft,
vandalism, malicious mischief, collapse, false work; temporary buildings and debris removal including
demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable
compensation for Architect's services and expenses required as a result of such insured loss. Coverage
for other perils shall not be required unless otherwise provided in the Contract Documents.
11.1.7 The Contractor shall secure and pay for performance and payment bonds issued by a bonding
company, licensed to transact business in the locality of the project, on a Bond Form executed in
pursuance to Chapter 39.08 Revised Code of Washington. The Bond Form must comply with all
requirements of the Owner's attorney.;
The surety bond shall be in the following penal sums:
Performance Bond 100 of agreement sum, including Washington State
Sales Tax
Labor and Material 100 of agreement sum, including Washington State
1
Sales Tax
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Four copies of Bond Certification required.
11.1.8 The Contract Bond or an equivalent Maintenance Bond shall continue in full force until final
acceptance of the Work by the Owner.
11.1.9 The Contractor guarantees the excellence of both workmanship and material, and the payment of
all obligations incurred until the Work is finally accepted and for (30) days thereafter, and until the
provisions of the Contract Documents are fulfilled.
11.1.10 For the projects under $25,000.00, Contractor may agree to a 50% Retainage fund in lieu of
providing a performance bond. The Retainage fund to be held by the County until work is complete, all
paperwork is turned in and state releases signed and returned to County.
ARTICLE 12 WARRANTY
12.1.1 The Contractor shall warranty all labor, materials and work performed for a period of 1 year from
date of final completion.
ARTICLE 13 LAW, SUCCESSORS, TESTS
13.1.1 The contract shall be governed by law of the place where project is located.
13.1.2 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and
legal representatives to the other party hereto and to partners, successors, assigns and legal
representatives of such other party in respect to covenants, agreements and obligations contained in the
Contract Documents. Neither party to the Contract shall assign the Contract as a whole without written
consent of the other. If either party attempts to make such an assignment without such consent, that
party shall nevertheless remain legally responsible for all obligations under the Contract.
1 13.1.3 Duties and obligations imposed by the Contract Documents and rights and remedies available
thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise
imposed or available by law.
1 13.1.4 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right
or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or
acquiescence in a breach thereunder, except a may be specifically agreed in writing.
13.1.5 Tests, inspections and approvals of portions of the Work required by the Contract Documents or
by laws, ordinances, rules, regulations or orders of public authorities having jurisdiction shall be made at
an appropriate time. Unless otherwise provided, the Contractor shall make arrangements for such tests,
inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or
with the appropriate public authority and shall bear all related costs of tests, inspections and approvals.
U The contractor shall give the Owner timely notice of when and where tests and inspections are to be
made so the Owner may observe such procedures. The Owner shall bear costs of tests, inspections or
approvals which do not become requirements until after bids are received or negotiations concluded.
13.1.6 If the Owner or public authorities having jurisdiction determine that portions of the Work require
additional testing, inspection or approval, instruct the Contractor to make arrangements for such
additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall
1 give timely notice of when and where tests and inspections are to be made so the Owner may observe
such procedures.
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13.1.7 If such procedures for testing, inspection or approval reveal failure of the portions of the Work to
comply with requirements established by the Contract Documents, the Contractor shall bear all costs
made necessary by such failure including those of repeated procedures.
13.1.8 Required certificates of testing, inspection or approval shall, unless otherwise required by the 1
Contract Documents, be secured by the Contractor and promptly delivered to the Owner.
ARTICLE 14 TERMINATION
14.1.1 The Owner may terminate the Contract if the Contractor:
1. refuses or fails to supply enough properly skilled workers or proper materials;
2. fails to make payment to Subcontractors for materials or labor in accordance with the
respective agreements between the Contractor and the Subcontractors;
3. disregards laws, ordinances, or rules, regulations, or orders of a public authority
having jurisdiction; or
4. otherwise is guilty of substantial breach of a provision of the Contract Documents.
ARTICLE 15 PREVAILING WAGES
15.1.1 REQUIRED: CONTRACTOR TO FILE STATEMENT OF INTENT TO PAY PREVAILING 1
WAGES AND AFFIDAVIT OF WAGES PAID. The prevailing rate of wage to be paid to all workmen,
laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance
with the provisions of Chapter 39.12 RCW, as amended, and the rules and regulations of the Department
of Labor and Industries of the State of Washington. The prevailing wage rates for the locality or localities
where this Contract will be performed shall be determined by the Industrial Statistician of the Department
of Labor and Industries, and are, by reference, made a part of this contract as though fully set forth
herein. Current prevailing wage data is furnished by the Industrial Statistician.
15.1.2 Statement of Intent to Pay Prevailing Wages: The Contractor, on or before the date of
commencement of work, shall complete, file and pay for a statement under oath with the Owner and with
the Director of Labor and Industries certifying the rate of hourly wage paid and to be paid each
classification of laborers, workmen or mechanics employed upon the work by the Contractor or
Subcontractor which shall be not less than the prevailing rate of wage. (State Form LI 700 -29), State of
Washington, Department of Labor and Industries, "Statement of Intent to Pay Prevailing Wages on Public
Contract" form. Such statement and any subsequent statements shall be filed in accordance with the
practices and procedures required by the Department of Labor and Industries. Therefore, the Contractor
shall familiarize himself with this form and all its requirements. The Owner will not distribute any
payments until all required certified copies of such forms are received.
15.1.3 It is the responsibility of the Contractor to require all his Subcontractors to complete and pay for
"Statement of Intent to Pay Prevailing Wages" forms, submit these documents to the Department of Labor
and Industries for certification and forward certified copies to the Owner as proof that the prevailing wage
requirements of RCW 39.12.040 have been satisfied. Additional forms may be obtained from the
Department of Labor and Industries, Industrial Relations Division, General Administration Building,
Olympia, Washington 98504, and from all 15 service locations of the Department of Labor and Industries.
15.1.4 Each voucher claim submitted by a Contractor for payment on a project estimate shall state that
prevailing wages have been paid in accordance with the pre -filed statement or statements of intent on file
with the Department of Labor and Industrial Statistician.
15.1.5 The Contractor and Subcontractors shall further certify that:
1
a. He has not employed or retained any company or person (other than a full -time bona fide
employee working solely for the offer) to solicit or receive this Contract and
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b. He has not paid or agreed to pay any company or person (other than a full -time bona fide
employee working solely for the offer any fee, commission, percentage or brokerage fee
c. contingent upon or resulting from the award of this Contract; and
He has not been asked or otherwise coerced, either expressed or implied, into
contributing funds, for any purpose as a condition to doing business with the Owner; and
d. He agrees to furnish information relating to items 1, 2 and 3 as requested by the
1 contracting officer.
15.1.6 It is further agreed that in case any dispute arises as to what are the prevailing wages for the
work of a similar nature and such dispute cannot be adjusted by the parties involved, the matter shall be
referred for arbitration to the Director of the Department of Labor and Industries of the State, and his
decision therein shall be final, binding and conclusive on all parties involved in the dispute.
15.1.7 Upon completion of a Public Works Project, the Contractor, for himself and on behalf of all
Subcontractors, shall file "Affidavit of Wages Paid" forms. Forms properly executed by the Contractor
and all Subcontractors shall be submitted with proper payment to: Department of Labor and Industries,
Industrial Insurance Division, Underwriting Section, General Administration Building, Olympia, WA 98504.
Each "Affidavit of Wages" must be certified by the Industrial Statistician of the Department of Labor and
Industries before it is submitted to the Owner. Copies of all required statements must be on file with the
Owner before the retained percentage is released.
15.1.8 Upon completion of a Public Works project, the Contractor shall file a "Release for the Protection
of Property Owner and General Contractor" form (LI 206 -83 release 1 -67) with the Department of Labor
and Industries. The Owner will not disburse final payment or the Retainage to the Contractor until a
release has been issued by the Department of Labor and Industries. Contractor shall pay for all costs of
obtaining and filing all Labor and Industries forms.
1 ARTICLE 16 OFFSHORE ITEMS
16.1.1 In compliance with RCW 39.25, the Contractor shall furnish the Owner a certified statement
1
setting forth the nature and source of Offshore items in excess of $2,500 which have been utilized under
each prime contract in the performance of the work. "Offshore Items" are those items procured from
sources beyond the territorial boundaries of the United States including Alaska and Hawaii. This certified
statement is mandatory and shall be received before final payment is made on the contract.
ARTICLE 17 PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF
PUBLIC NATURAL RESOURCES
17.1.1 Pursuant to Chapter 62, Laws of 1973, 1st Ex. Session, those provisions of federal, state and
local statutes, ordinances, and regulations dealing with the prevention of environmental pollution and the
preservation of public natural resources that affect, or are affected by, the herein described project are, to
the extent they are reasonably obtainable, as follows: RCW 43.21.030; RCW 90.58.140; RCW 90.58.320;
and RCW 70.94.152. Conform with the provisions thereof.
ARTICLE 18 DISCRIMINATION
1 18.1.1 The Contractor, by entering this contract, agrees that Discrimination in all phases of employment
is prohibited by Title VII of the Civil Rights Act of 1964, Presidential Executive Order 11375, the
Washington State Law Against Discrimination, Chapter 49.60 RCW, and by Gubernatorial Executive
Orders 66 -1 and 70 -01, among other laws and regulations.
18.1.2 During the performance of this Contract, the Contractor agrees as follows:
HORIZON CENTER BUILDING Page 14 of 16 June 2011
DIVISION ZERO General Conditions of the Contract
Section 00600
1. The Contractor will not discriminate against any employee or applicant for employment
because of race, creed, color, national origin, sex, sexual orientation, age, marital status, or
the presence of any physical, sensory or mental handicap, nor shall the Contractor commit
any of the other unfair practices defined in RCW 79.60, the Washington State Law Against
Discrimination.
2. The Contractor will, in all solicitations or for employees, state that all
qualified applicants will be considered for employment, without regard to race, creed, color,
national origin, sex, sexual orientation, age, marital status, or the presence of any physical,
sensory, or mental disability. 1
3. The Contractor will send to each labor union, employment agency, or representative
of workers with which the Contractor has a collective bargaining agreement or other
contract or understanding, a notice advising the labor union, employment agency, or
workers' representative of the Contractor's commitments under this contract and RCW
49.60, the Washington State Law Against Discrimination.
4. The Contractor will permit access to its books, records and accounts, and to its premises by 1
the Owner or the Washington State Human Rights Commission for the purpose of
investigation to ascertain compliance with these specifications.
5. The Contractor will include the provisions of clauses 1. through 4. above in every
Subcontract or purchase order, so that such provisions will be upon each Subcontractor or
vendor. 1
ARTICLE 19 COUNTY /CONTRACTOR RELATIONSHIP
19.1.1 In the event that either the state or federal government determines that an employer employee
relationship exists, rather than an independent contractor relationship, such that Clallam County is
deemed responsible for federal withholding, social security contributions and the like, the Contractor
agrees to reimburse Clallam County for any payments made or required to be made by Clallam County.
Should any payments be due to the Contractor pursuant to this agreement, the Contractor agrees that
reimbursement may be made by deducting from such future payments a pro rata share of the amount to
be reimbursed based upon the following formula:
Total amount to be reimbursed Deduction from payment Number of payments remaining
Notwithstanding a determination by the state or federal government that an employer employee
relationship exists, the Contractor, its officers, employees and agents, shall not be entitled to any benefits
which Clallam County provides to its employees, including, but not limited to, vacation and medical
1 benefits.
19.1.2 The status of the Contractor hereunder is that of an independent contractor and the Contractor
shall not be construed to be an employee of Clallam County. As an independent contractor, the
Contractor is not entitled to any benefits available to employees of Clallam County and the Contractor is
responsible for withholding any moneys required to be withheld from the Contractor's employees
pursuant to local, state, or federal law including, but not limited to, worker's compensation, social security,
and taxes.
1
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HORIZON CENTER BUILDING Page 15 of 16 June 2011
1 DIVISION ZERO General Conditions of the Contract
Section 00600
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END OF SECTION 00600
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1 HORIZON CENTER BUILDING Page 16 of 16 June 2011
DIVISION ONE GENERAL REQUIREMENTS General Requirements
Section 01001
GENERAL REQUIREMENTS
1. SUMMARY OF WORK 1
A. Contract Description: The work of this contract includes repair work upgrades to the Horizon
Center Building: These include the following:
1. Removal and roof in -fill at existing skylights. Removal of existing roofing; inspection and
repair of existing roof sheathing; and addition of new sheathing over existing exposed rafters.
Installation of new 30 -year composition shingle roofing and new rain gutters and downspouts.
Demolition of walls where rot occurs (as noted on drawings) and replacement with new
construction and finishes to match existing. Addition of new support for existing deck wall.
Removal of existing asphalt curbs as noted on drawings and addition of new concrete wheel
stops and re- striping of parking lot as indicated on drawings.
2. Other Work typically associated with a project of this type and as described in the Contract
Drawings and these specifications.
1
B. The Contractor is responsible for verifying all systems, assemblies, and details of construction
prepared by the Owner or Owner's consultant as being appropriate to and within the standard
practices of the building trades involved. The Contractor and all of his subcontractors and sub
subcontractors shall have reviewed all documents thoroughly and shall report all discrepancies,
irregularities, and items that differ from standard practices during the bidding phase. The
Contractor shall be responsible to ensure proper coordination between all trades and all the
corresponding documentation directing those trades. The Contractor shall also be responsible
for confirmation of all manufacturers' instructions and special requirements of the use and
application of their products.
2. WORK NOT IN CONTRACT
A. 'NIC' (Not in Contract) items are as follows:
1. See drawings.
3. CONTRACTOR USE OF PREMISES 1
A. The Contractor shall have access only to the areas where the new work is to be executed. The
Contractor shall coordinate with the Owner for staging, power outages, construction, and
parking during construction, which will be limited to the area of Work. Work times and dates
shall be scheduled and approved by the Owner prior to start of work.
B. Given the nature of the day -to -day operations of this facility, it is imperative that all scheduling of
work be approved beforehand by Owner.
4. UNIT PRICING 1
A. See Bid Forms, Section 00300
B. Unit Prices: As approved on final Section 00500 Form of Agreement Between Owner and
1
Contractor.
5. ALTERNATES
1
A. Alternates quoted on Bid Forms, Section 00300, will be reviewed and accepted or rejected at the
Owner's option. 1
HORIZON CENTER BUILDING Page 1 of 5 June 2011
DIVISION ONE GENERAL Requirements
REQUIREMENTS General Re
Q 4
Section 01001
B. Coordinate related Work as required for a proper installation of all the Work of this Contract.
C. Alternates: As approved on final Section 00500 Form of Agreement Between Owner and
Contractor.
6. COORDINATION
A. Coordinate scheduling, submittals, and Work of the various sections of specification to ensure
efficient and orderly sequence of installation of interdependent construction elements with a
minimum of public service disruption.
B. In finished areas, conceal pipes and wiring within the construction.
1 7. WORKING HOURS
A. Working hours shall be from 8:00 am until 5:00 pm, Monday through Friday.
B. Any work outside these established working hours will need prior authorization from the Owner.
8. EXAMINATION
A. Verify that existing conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of existing conditions.
9. PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying new material or substance in contact or bond.
10. SUBMITTAL PROCEDURES
A. Submittal form to identify Project, Contractor, Subcontractor or supplier; and pertinent Contract
Document references.
B. Apply Contractor's stamp, signed or initialed, certifying that review, verification of Products
required, field dimensions, adjacent construction Work, and coordination of information is in
accordance with the requirements of the Work and Contract Documents, prior to submitting the
submittal for review by the Owner or Owner's Representative Engineer.
C. Identify variations from Contract Documents and Product or system limitations which may be
detrimental to successful performance of the completed Work.
D. Revise and submit submittals as required; identify all changes made since previous submittal.
11. QUALITY ASSURANCE CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce Work of specified quality, or when no level of quality is specified,
perform Work as would be standard for a "custom" installation.
B. Comply with manufacturers' instructions.
HORIZON CENTER BUILDING Page 2 of 5 June 2011
DIVISION ONE GENERAL REQUIREMENTS General Requirements 1
Section 01001
C. Comply with specified standards as minimum quality for the Work except when more stringent 1
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
12. TOLERANCES 1
A. Monitor tolerance control of installed Products over suppliers, manufacturers, Products, site
conditions, and workmanship, to produce acceptable Work. Do not permit tolerances to
accumulate.
B. Comply fully with manufacturers' tolerances. 1
13. REFERENCES
A. Conform to reference standards applicable for each system, product, or assembly as 1
commonly applied to each trade or discipline for this type of work and level of quality specified
or implied, by date of issue current as of date of Contract Documents.
B. Should specified reference standard conflict with Contract Documents, request clarification 1
from Owner before proceeding.
14. ELECTRICITY 1
A. Contractor may use existing electrical power facilities as available at the Horizon Center
Building and in proximity to the project. Any equipment modification required to accommodate
the Contractor's needs shall be at the Contractor's cost. Modifications shall only be made with
approval of the County and equipment shall be returned to its original condition or better at the
conclusion of the work.
15. LIGHTING FOR CONSTRUCTION PURPOSES
A. Contractor may use existing lighting. Any equipment modification required to accommodate the
Contractor's needs shall be at the Contractor's cost.
16. WATER
A. Contractor may use existing water facilities as available at Horizon Center Building and in
proximity to the project. Any equipment modification required to accommodate the Contractor's
needs shall be at the Contractor's cost. Modifications shall only be made with approval of the
County and equipment shall be returned to its original condition or better at the conclusion of
the work.
17. SANITARY FACILITIES 1
A. The Contractor is to provide his/her own facilities. Building restrooms and sanitary facilities
may not be used by Contractor. 1
18. PROJECT SAFETY
A. See drawings for specific barrier requirements. 1
B. At a minimum, the Contractor shall erect and maintain an orange construction fence around the
entire area of work, and provide temporary closures for protection of adjacent existing
conditions, and barriers and signage to protect the public from construction hazards, including
any overhead work. Prior to leaving the site in the evening the Contractor shall inspect and
1
HORIZON CENTER BUILDING Page 3 of 5 June 2011
DIVISION ONE GENERAL REQUIREMENTS General Requirements
Section 01001
1 insure all fencing and barriers adequately protect the public from the safety hazards created by
the construction of this project.
19. PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified in individual specification
1 sections.
20. SECURITY
A. Provide security and facilities to protect Work and Owner's operations from unauthorized entry,
vandalism, or theft.
1 21. PROGRESS CLEANING AND WASTE REMOVAL
A. Collect and maintain areas free of waste materials, debris, and rubbish. Maintain construction
area in a clean and orderly condition. Contractor is responsible for all costs involved in waste
1
removal.
1 22. REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, and materials prior to Final Completion
I review.
Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition. Restore permanent
facilities used during construction to specified condition.
23. PRODUCTS
A. Products: means new material, machinery, components, equipment, fixtures, and systems
forming the Work, but does not include machinery and equipment used for preparation,
fabrication, conveying and erection of the work. Products may also include existing materials
or components specifically identified for reuse.
B. Do not use materials and equipment removed from existing premises, except as specifically
1 identified or allowed by the Contract Documents.
C. Provide interchangeable components of the same manufacturer for components being replaced
1 and /or added in addition to existing components, e.g. lighting, switches, receptacles, etc.
24. TRANSPORTATION, HANDLING, STORAGE AND PROTECTION
1 A. Transport, handle, store, and protect Products in accordance with manufacturer's instructions.
25. CONTRACT CLOSE -OUT PROCEDURES
1 A. Submit written certification that the Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with the General Conditions and the
Contract Documents and ready for Owner inspection.
B. Submit final Application for Payment identifying total adjusted Contract Sum /Price previous
payments, and amount remaining due.
1
HORIZON CENTER BUILDING Page 4 of 5 June 2011
DIVISION ONE GENERAL REQUIREMENTS General Requirements
Section 01001
C. Complete and submit all required documentation, covered in this Project Manual, and the 1
drawings.
D. At completion of project the Contractor shall provide three (3) copies of Maintenance
Operation (M &O) manuals which shall be divided by Section and include all major components
used in detail, submittals and warranties.
26. FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Thoroughly clean interior and exterior surfaces exposed to view. 1
C. Remove waste and surplus materials, rubbish, and construction facilities from the site.
27. TESTING AND ADJUSTING
A. Perform any /all testing of installed as per Manufacturer's recommendations if applicable.. 1
28. WARRANTIES
A. Provide triplicate notarized copies. 1
B. Execute and assemble transferable warranty documents from Subcontractors, suppliers, and
manufacturers in 3 -ring binders with labels. This may be included with M &O manuals. 1
C. Submit prior to final application for payment
29. WA STATE L&I PREVAILING WAGE 1
A. This project is subject to WA State L &I Prevailing Wage Rates. Certified Payroll will be
required. 1
B. All required Intents and Affidavits of wages paid must be submitted prior to Owner request from
the State for retainage release.
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END OF SECTION 01001
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HORIZON CENTER BUILDING Page 5 of 5 June 2011
1 DIVISION ONE GENERAL REQUIREMENTS General Requirements
Section 01070
1
PROJECT: Owner /Arch /Eng:
I Project Number:
TO: Contractor:
1 Contract for:
Contract Date:
1 DATE OF ISSUANCE:
PROJECT OR DESIGNATED PORTION SHALL INCLUDE:
The work performed under this Contract has been reviewed and found to be substantially complete. The Date of
Substantial Completion of the Project or portion thereof designated above is hereby establiShed,as e
I 20 which is also the date of commencement of applicable warrantie required by the Co Documents, except as
stated below.t
I DEFINITION OF DATE OF SUBSTANTIAL COMPLETION:
The Date of Substantial Completion of the Work or designated „p t hereof i th ce by the
Owner /Architect/Engineer when construction is sufficiently complete, in accordance with, the Contract Documents, so the
I Owner can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the
Contract Documents. At k u
".v
k., A list of items to be completed or corrected, prepared by the Contractor d verified and amended by the
Owner Architect/Engineer is attached hereto. The failure to include an
nclude any items such list does not alter the responsibility
of the Contractor to complete all Work in accordance with the Contract Documents. The date of commencement of
warranties for items on the attached list .will be the date ofhfi payment unless otherwise agreed to in writing.
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ARCHITECT /ENGINEER B
1 Y DATE
The Contractor will complete or correct the Work on thelist of items attached hereto within days from the above
Date of Substantial Completion y afw`
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CONTRACTOR, BY DATE
I The Owner accepts: the Work or designated portion thereof, as substantially complete and will assume full possession
thereof at p.m. on il 20
OWNER BY DATE
1 The responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work and
insurance shall be as follows:
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HORIZON CENTER BUILDING Page 1 of 1 June 2011
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Lindberg Smith Architects Horizon Building Clallam County
June 2011
SECTION 01250 CONTRACT MODIFICATION PROCEDURES
PART 1 GENERAL
1.1 RELATED DOCUMENTS 1
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY 1
A. This Section specifies administrative and procedural requirements for handling and processing Contract
modifications. 1
1.3 REQUEST FOR INFORMATION
A. Request for Information (RFI) forms may be issued by the Contractor. The Contractor shall be 1
responsible for maintaining a sequential numbering record of all BFI's.
B. Contractor Initiated Request for Information: The Contractor will issue a detailed description of
information requested. If necessary, the description will include sketches, dimensions, photographs, or
other materials to help clarify the request being made.
1. Request for information form (copy enclosed) is prepared by the Contractor, and transmitted to the
Architect. The Architect will provide response, and Owner will accept or reject. The Architect
will transmit RFI response to Contractor. The Contractor must either proceed upon receipt of
response if no cost impact, or submit a statement of cost and schedule impact within five (5) days
of response date.
2. RFIs and responses shall be numbered consecutively and sent to appropriate parties.
3. Responses shall be marked on record drawings and specifications.
1.4 MINOR CHANGES IN THE WORK
A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving 1
adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's
Supplemental Instructions or other form approved by Architect/Owner.
1.5 PROPOSAL REQUESTS
A. Owner- Initiated Proposal Requests: The Owner will provide a written request and the Architect will
issue a detailed description of proposed changes in the Work that may require adjustment to the Contract
Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings
and Specifications.
1. Proposal Requests issued by the Architect are for information only. Do not consider them
instructions either to stop work in progress or to execute the proposed change.
2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation
estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the
change.
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CONTRACT MODIFICATION PROCEDURES 01250 1
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Lindberg Smith Architects Horizon Building Clallam County
June 2011
a. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
c. Include an updated Contractor's Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
d. On Owner's approval of proposal request work may proceed prior to issuance of change
order.
B. Contractor- Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract,
Contractor may propose changes by submitting a request for a change to the Architect.
1. Include a statement outlining reasons for the change and the effect of the change on the Work.
Provide a complete description of the proposed change. Indicate the effect of the proposed change
on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total amount of
purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Include an updated Contractor's Construction Schedule that indicates the effect of the change,
including, but not limited to, changes in activity duration, start and finish times, and activity
relationship. Use available total float before requesting an extension of the Contract Time.
C. Proposal Request Form: Submit contractor's form for approval.
1.6 CHANGE ORDER PROCEDURES
A. Change Orders serve to formalize proposal request for invoicing. Several proposal requests may be
combined for one change order. The Architect will issue a Change Order for signatures of Owner and
Contractor on AIA Document G701, or other form approved by Architect/Owner.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
Note: Copy of Request for Information form is enclosed for the Contractors' reference.
END OF SECTION 01250
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CONTRACT MODIFICATION PROCEDURES 01250 2
Lindberg Smith Architects Horizon Building Clallam County 1
REQUEST FOR INFORMATION FORM 1
Contractor: RFT No.:
Address: Date:
ITEM:
Reference Drawing or Specification: 1
Description of request:
1
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Prepared By: Date:
Suggested Resolution:
1
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IMPACT ON:
Contract Sum (Y/N): Contract Time (Y/N):
Response: t
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Prepared By: Date:
Owners Response: Rejected: Accepted: Other:
This response in not an authorization to proceed with work involving additional costs and/or time.
Notification must be given in accordance with the contract documents if any response results in a change to
the contract sum or time.
Copies to: Attachments: 1
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REQUEST FOR INFORMATION FORM RFI -1
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Lindberg Smith Architects Horizon Building Clallam County
ty
June 2011
1
SECTION 02230 SITE WORK
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Remove all damaged and broken extruded curb and curbing indicated on drawings to be removed.
2. Remove existing on -grade concrete slab and steel bollards as indicated on drawings.
3. Remove existing gravel fill and landscaping against building as indicated on drawings.
4. Re- stripe parking, add new ADA parking signage, add new concrete wheel stops.
1.3 MATERIALS OWNERSHIP
A. Except for materials indicated to be stockpiled or to remain Owner's property, cleared materials shall
become Contractor's property and shall be removed from the site.
1.4 PROJECT CONDITIONS
A Traffic: Minimize interference with adjoining streets, walks, and other adjacent occupied or used
facilities during site work operations.
1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission
from Owner and authorities having jurisdiction. Coordinate all activities with the City of Port
Angeles.
2. Provide traffic cones, barricades, and flaggers as required by the city when doing any work in the city
right -of -way that would impact normal use of sidewalks or streets.
PART 2 PRODUCTS
A. Pavement Marking Paint: Latex, waterborne emulsion, lead and chromate free, ready mixed, complying
with FS TT -P -1952, with drying time of less than 3 minutes.
1 1. Color: White for general stripping and marking.
2. Color: Yellow for curb marking.
B. Wheel Stops: Precast, air entrained concrete, 2500 -psi minimum compressive strength, 4 -1/2 inches
high by 9 inches wide by 72 inches long. Provide chamfered corners and drainage slots on underside
and holes for anchoring to substrate.
SITE CLEARING 02230 1
Lindberg Smith Architects Horizon Building Clallam County 1
June 2011
1. Dowels: Galvanized steel or concrete reinforcing steel, 3/4 -inch diameter, 10 -inch minimum
length.
1
PART 3 EXECUTION
3.1 PREPARATION 1
A Protect existing site improvements to remain free from damage during construction.
1. Restore damaged improvements to their original condition, as acceptable to Owner. 1
3.2 DISPOSAL
1
A. All demolition materials and debris to be removed from site and legally disposed of by contractor. 1
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END OF SECTION 02230
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SITE CLEARING 02230 2
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Lindberg Smith Architects Horizon Building Clallam County
June 2011
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SECTION 06100 ROUGH CARPENTRY
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Structural wall and roof framing.
2. Framing with engineered wood products.
3. Built -up structural beams and columns.
4. Wall, floor and roof sheathing.
5. Wood furring.
6. Wood blocking and nailers.
7. Preservative treatment of wood.
B. Related Sections include the following:
1
1. Section 06200 "Finish Carpentry" for nonstructural carpentry items exposed to view and
not specified in another Section.
1.3 DEFINITIONS
A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless
otherwise indicated.
B. Lumber grading agencies, and the abbreviations used to reference them, include the following:
1. NLGA National Lumber Grades Authority.
2. WCLIB West Coast Lumber Inspection Bureau.
3. WWPA Western Wood Products Association.
1.4 QUALITY ASSURANCE
A. Source Limitations for Engineered Wood Products: Obtain each type of engineered wood
product through one source from a single manufacturer.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air
circulation. Provide for air circulation around stacks and under coverings.
ROUGH CARPENTRY 06100 1
Lindberg Smith Architects Horizon Building Clallam County
June 2011
PART 2 PRODUCTS
2.1 WOOD PRODUCTS, GENERAL 1
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. 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.
3. Provide dressed lumber, S4S, unless otherwise indicated.
4. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-
inch nominal thickness or less, unless otherwise indicated.
B. Engineered Wood Products: Provide engineered wood products acceptable to authorities
1
having jurisdiction and for which current model code research or evaluation reports exist that
show compliance with building code in effect for Project.
1. Allowable Design Stresses: Provide engineered wood products with allowable design
stresses, as published by manufacturer, that meet or exceed those indicated.
Manufacturer's published values shall be determined from empirical data or by rational
engineering analysis and demonstrated by comprehensive testing performed by a
qualified independent testing agency.
C. Wood Structural Panels:
1
1. Plywood: Either DOC PS 1 or DOC PS 2, unless otherwise indicated.
2. Oriented Strand Board: DOC PS 2.
3. Thickness: As needed to comply with requirements specified but not less than thickness
indicated.
4. Comply with "Code Plus" provisions in APA Form No. E30K, "APA
Design/Construction Guide: Residential Commercial."
5. Factory mark panels according to indicated standard.
1
2.2 WOOD PRESERVATIVE TREATED MATERIALS
A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), 1
except that lumber that is not in contact with the ground and is continuously protected from
liquid water may be treated according to AWPA C31 with inorganic boron (SBX).
1. Preservative Chemicals:
a. Copper azole, Type A (CBA -A).
B. Kiln -dry material after treatment to a maximum moisture content of 19 percent for lumber and
15 percent for plywood. Do not use material that is warped or does not comply with
requirements for untreated material.
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ROUGH CARPENTRY 06100 2
Lindberg Smith Architects Horizon Building Clallam County
June 2011
C. Mark each treated item with the treatment quality mark of an inspection agency approved by the
American Lumber Standards Committee Board of Review.
D. Application: Treat items indicated on Drawings, and the following:
1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar
1
members in connection with roofing, flashing, vapor barriers, and waterproofing.
2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in
contact with masonry or concrete.
3. Wood framing members less than 18 inches above grade.
4. Wood floor plates that are installed over concrete slabs directly in contact with earth.
1 2.3 DIMENSION LUMBER FOR CONCEALED APPLICATIONS
A. General: Provide dimension lumber of grades indicated according to the American Lumber
Standards Committee National Grading Rule provisions of the Western Wood Products
Association (WWPA) Grading Agency.
B. Sizes: Nominal size as indicated on drawings, S4S.
C. Moisture Content: S -Dry or MC19.
D. Non -load bearing interior partitions: Construction, Stud, or No. 2 grade.
1. Species: Hem Fir.
E. Exterior and Load Bearing Walls: Refer to drawing details and notes for additional
requirements.
1. Species: Hem Fir or Douglas Fir.
2. Grade: Hem Fir No. 1 or Douglas Fir No. 2.
1 3. fb- Single (minimum extreme fiber stress in bending): 850 psi.
F. Small Beam Framing (2x6 through 4x16):
1. Species: Douglas Fir
2. Grade: No. 2
3. fb- single (minimum extreme fiber stress in bending): 1,000 psi.
G. Joists (2x6 through 2x14):
1 1. Species: Hem Fir
2. Grade: No. 2
3. fb- single (minimum extreme fiber stress in bending): 975 psi.
H. Beam and Stringers (6x and larger member):
1. Species: Douglas Fir
2. Grade: No. 1
3. fb- single (minimum extreme fiber stress in bending): 1,350 psi.
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Lindberg Smith Architects Horizon Building Clallam County
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I. Posts and Timbers:
1. Species: Douglas Fir
2. Grade: No. 1 Appearance grade where noted
1
3. fc- single: (minimum extreme fiber stress in bending): 1,200 psi.
J. lx Trim:
1
1. Species: Western cedars where stained or SPF- primed where painted.
2. Grade: Cedar, B or better (select tight knot).
K. Miscellaneous Blocking, Furring, and Nailers:
1. Lumber: S4S, grade varies per location.
1
2. Boards: Standard or No. 3
2.4 ENGINEERED WOOD PRODUCTS
A. Engineered Wood Joist: Engineered wood joist or rafters shall be wood I-joists manufactured in
accordance with a nationally recognized code and installed in accordance with the
manufacture's recommendations.
1. Structural Laminated Veneer Lumber (LVL)
2. Parallel Strand Lumber (PSL)
3. Laminate Strand Lumber (LSL)
B. Rim Boards: Performance -rated product complying with ASTM D5456. 1
1. Material: all- veneer panels or structural composite lumber.
2. Thickness and Grade: 1 -1/2 -inch wide by depth of joist LSL rim board. 1
3. Trademark: Factory mark with APA trademark indicating thickness, grade, and
compliance with APA standard.
1
2.5 WOOD PANEL PRODUCTS
A. Plywood Wall Sheathing: Exposure 1 sheathing. 1
1. Span Rating: Not less than 48/24.
2. Thickness: Not less than 1/2 inch.
B. Oriented- Strand -Board Wall Sheathing: Exposure 1 sheathing.
1. Span Rating: 16 inches.
2. Thickness: Not less than 15/32 inch.
C. Plywood Roof and Floor Sheathing: Exposure 1 sheathing.
1. Span Rating: Not less than 48/24.
2. Thickness: Not less than 1/2 inch.
D. Oriented- Strand -Board Roof and Floor Sheathing: Exposure 1 sheathing.
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Lindberg Smith Architects Horizon Building Clallam County
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1 1. Span Rating: Not less than 40/20
2. Thickness: Not less than 19/32 inch.
2.6 FASTENERS
1 A. General: Provide fasteners of size and type indicated that comply with requirements specified
in this Article for material and manufacture.
1. Where rough carpentry is exposed to weather, in ground contact, or in area of high
relative humidity, provide fasteners with hot -dip zinc coating complying with
ASTM A 153/A 153M.
1 B. Nails, Brads, and Staples: ASTM F 1667.
C. Power Driven Fasteners: CABO NER -272.
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..
G. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 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.
1
2.7 MISCELLANEOUS MATERIALS
1 A. Building Paper: Asphalt saturated organic felt complying with ASTM D 226, Type I (No. 15
asphalt felt), unperforated.
B. Building Wrap: Air retarder sheeting made from polyolefins; cross laminated films, woven
strands, or spun bonded fibers; coated or uncoated; with or without perforations; and complying
with ASTM E 1677, Type I.
1. Thickness: Not less than 3 mils.
2. Permeance: Not less than 10 perms.
3. Flame- Spread Index: 25 or less per ASTM E 84.
4. Allowable Exposure Time: Not more than three months.
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C. Building Wrap Tape: Pressure sensitive plastic tape recommended by building wrap
manufacturer for sealing joints and penetrations in building wrap.
D. 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.
E. Sill- Sealer Gaskets: Glass- fiber- resilient insulation, fabricated in strip form, for use as a sill
sealer; 1 -inch nominal thickness, compressible to 1/32 inch; selected from manufacturer's
standard widths to suit width of sill members indicated.
F. Sill- Sealer Gaskets: Closed -cell neoprene foam, 1/4 inch thick, selected from manufacturer's
standard widths to suit width of sill members indicated.
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, nailers, 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. Apply field treatment complying with AWPA M4 to cut surfaces of preservative- treated lumber
and plywood.
D. 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 2306.1, "Fastening Schedule," in the Standard Building Code.
E. 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.
F. Use finishing nails for exposed work, unless otherwise indicated. Countersink nail heads and
fill holes with wood filler.
3.2 WOOD SLEEPER, BLOCKING, AND NAILER INSTALLATION 1
A. Install where indicated and where required for screeding or attaching other work. Form to
shapes indicated and cut as required for true line and level of attached work. Coordinate
locations with other work involved.
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B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces,
unless otherwise indicated. Build anchor bolts into masonry during installation of masonry
work. Where possible, secure anchor bolts to formwork before concrete placement.
3.3 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 furred spaces of walls, at each floor level and at ceiling, with wood blocking or
noncombustible materials accurately fitted to close furred spaces.
B. Furring to Receive Gypsum Board: Install 2 -by -2 -inch nominal- size furring vertically at 16
inches o.c.
3.4 WOOD FRAMING INSTALLATION, GENERAL
A. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction," unless
otherwise indicated.
B. Framing with Engineered Wood Products: Install engineered wood products to comply with
manufacturer's written instructions.
C. Do not splice structural members between supports.
D. Where built -up beams or girders of 2 -inch nominal- dimension lumber on edge are required,
fasten together with 2 rows of 20d nails spaced not less than 32 inches o.c. Locate one row near
top edge and other near bottom edge.
1. For continuous members, locate end joints over supports.
3.5 WALL AND PARTITION FRAMING INSTALLATION
A. General: Arrange studs so wide face of stud is perpendicular to direction of wall or partition
and narrow face is parallel. Provide single bottom plate and double top plates using members of
2 -inch nominal thickness whose widths equal that of studs, except single top plate may be used
for non -load- bearing partitions. Anchor or nail plates to supporting construction, unless
otherwise indicated.
B. Construct corners and intersections with three or more studs. Provide blocking and framing as
indicated and as required to support facing materials, fixtures, specialty items, and trim.
1. Provide continuous horizontal blocking at mid height of partitions more than 96 inches
high, using members of 2 -inch nominal thickness and of same width as wall or partitions.
C. Fire block concealed spaces of wood -framed walls and partitions at each floor level and at
ceiling line of top story. Where fire blocking is not inherent in framing system used, provide
closely fitted wood blocks of 2 -inch nominal- thick lumber of same width as framing members.
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D. Frame openings with multiple studs and headers. Provide nailed header members of thickness
equal to width of studs. Set headers on edge and support on jamb studs.
1. For non -load- bearing partitions, provide double jamb studs with headers not less than 4-
inch nominal depth for openings 48 inches and less in width, 6 -inch nominal depth for
openings 48 to 72 inches in width, 8 -inch nominal depth for openings 72 to 120 inches in
width, and not less than 10 -inch nominal depth for openings 10 to 12 feet in width.
2. For load- bearing walls, provide double jamb studs for openings 72 inches and less in
width, and triple jamb studs for wider openings. Provide headers of depth indicated.
1
3.6 TIMBER FRAMING INSTALLATION
A. Install timber with crown edge up and provide not less than 4 inches of bearing on supports.
Provide continuous members, unless otherwise indicated; tie together over supports if not
continuous.
B. Where beams or girders are framed into pockets of exterior concrete or masonry walls, provide
1/2-inch air space at sides and ends of wood members.
C. Install wood posts using metal anchors indicated.
D. Treat ends of timber beams and posts exposed to weather by dipping in water repellent
preservative for 15 minutes.
3.7 WOOD STRUCTURAL PANEL INSTALLATION
1
A. General: Comply with applicable recommendations contained in APA Form No. E30K, "APA
Design/Construction Guide: Residential Commercial," for types of structural -use panels and
applications indicated.
1. Comply with "Code Plus" provisions in above referenced guide.
3.8 BUILDING PAPER APPLICATION
11 with 2-inch overlap 6-inch
A. Apply building paper horizontally c o e ap and 6 inch end lap; fasten to sheathing
with galvanized staples or roofing nails. Cover upstanding flashing with 4 -inch overlap.
3.9 BUILDING WRAP APPLICATION
A. Cover wall sheathing with building wrap as indicated. 1
1. Comply with manufacturer's written instructions.
2. Cover upstanding flashing with 4 -inch overlap.
3. Seal seams, edges, and penetrations with tape.
4. Extend into jambs of openings and seal corners with tape.
END OF SECTION 06100
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1
SECTION 06200 FINISH CARPENTRY
PART 1 GENERAL
1.1 RELATED DOCUMENTS
1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1 1. Exterior standing and running trim.
2. Exterior siding
B. Related Sections include the following:
1 1. Section 06100 "Rough Carpentry" for framing, furring, blocking, and other carpentry work not
exposed to view
2. Section 09912 "Painting" for priming and back priming of finish carpentry.
111 1.3 DEFINITIONS
1 A. Inspection agencies, and the abbreviations used to reference them, include the following:
1. WCLIB West Coast Lumber Inspection Bureau.
2. WWPA Western Wood Products Association.
1
1.4 DELIVERY, STORAGE, AND HANDLING
1 A. Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood, and
other panels. Provide for air circulation within and around stacks and under temporary coverings.
B. Deliver interior finish carpentry only when environmental conditions meet requirements specified for
1 installation areas. If finish carpentry must be stored in other than installation areas, store only where
environmental conditions meet requirements specified for installation areas.
1.5 PROJECT CONDITIONS
A. Environmental Limitations: Do not deliver or install interior finish carpentry until building is enclosed
1 and weatherproof, wet work in space is completed and nominally dry, and HVAC system is operating and
maintaining temperature and relative humidity at occupancy levels during the remainder of the
construction period.
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B. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions 1
permit work to be performed according to manufacturer's written instructions and warranty requirements
and at least one coat of specified finish to be applied without exposure to rain, snow, or dampness.
1.6 WARRANTY
A. Special Warranty for Siding: Manufacturer's standard form, signed by manufacturer, Installer, and
Contractor, in which manufacturer agrees to repair or replace siding that fails in materials or
workmanship within specified warranty period. Failures include, but are not limited to, deformation or
deterioration beyond normal weathering.
1. Warranty Period for Siding (Excluding Finish): 25 years from date of Substantial Completion.
1
PART 2 PRODUCTS
2.1 MATERIALS, GENERAL
A. Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by the American
Lumber Standards' Committee Board of Review.
1. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade,
species, moisture content at time of surfacing, and mill.
2. For exposed lumber, mark grade stamp on end or back of each piece, or omit grade stamp and
provide certificates of grade compliance issued by inspection agency
2.2 EXTERIOR STANDING AND RUNNING TRIM
A. Trim for Painted Applications: Pre -Primed S.P.F. lumber with surfaced (smooth) face, sizes as indicated.
B. 2x6 P.T. (pressure treated) horizontal trim board with beveled top edge.
2.3 EXTERIOR SIDING
A. 1/2" Re -sawn face plywood.
2.4 MISCELLANEOUS MATERIALS
A. Fasteners for Exterior Finish Carpentry: Provide nails or screws of the following materials, in sufficient
length to penetrate minimum of 1 -1/2 inches into substrate, unless otherwise recommended by
manufacturer:
1. Hot -dip galvanized steel.
1
1
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Lindberg Smith Architects Horizon Building Clallam County
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June 2011
2.5 FABRICATION
A. Wood Moisture Content: Comply with requirements of specified inspection agencies and with
manufacturer's written recommendations for moisture content of finish carpentry at relative humidity
conditions existing during time of fabrication and in installation areas.
B. Back out or kerf backs of the following members, except members with ends exposed in finished work:
1. Exterior standing and running trim wider than 5 inches.
2. Interior standing and running trim.
C. Ease edges of lumber less than 1 inch in nominal thickness to 1/16 -inch radius and edges of lumber 1 inch
or more in nominal thickness to 1/8 -inch radius.
1
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances
and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions
have been corrected.
3.2 PREPARATION
A. Clean substrates of projections and substances detrimental to application.
B. Before installing finish carpentry, condition materials to average prevailing humidity in installation areas
for a minimum of 24 hours, unless longer conditioning is recommended by manufacturer.
C. Prime lumber for exterior applications to be painted, including both faces and edges. Cut to required
lengths and prime ends. Comply with requirements in Division 9 Section "Painting."
3.3 INSTALLATION, GENERAL
1 A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or
too small to fabricate with proper jointing arrangements.
1. Do not use manufactured units with defective surfaces, sizes, or patterns.
B. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims
where necessary for alignment.
1. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by
manufacturer.
2. Countersink fasteners, fill surface flush, and sand where face fastening is unavoidable.
3. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining finish carpentry
with 1/32 -inch maximum offset for flush installation and 1/16 -inch maximum offset for reveal
4. installation.
Coordinate finish carpentry with materials and systems in or adjacent to it. Provide cutouts for
mechanical and electrical items that penetrate finish carpentry.
FINISH CARPENTRY 06200 3
Lindberg Smith Architects Horizon Building Clallam County
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3.4 ADJUSTING 1
A. Replace finish carpentry that is damaged or does not comply with requirements. Finish carpentry may be
repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing.
Adjust joinery for uniform appearance.
3.5 CLEANING 1
A. Clean finish carpentry on exposed and semi exposed surfaces. Touch up factory applied finishes to
restore damaged or soiled areas. 1
END OF SECTION 06200 1
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Lindberg Smith Architects Horizon Building Clallam County
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SECTION 07210 BUILDING INSULATION
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Batt insulation at roofs and floors.
2. Batt insulation at exterior walls.
3. Vapor retarders.
B. Related Sections include the following:
1. Section 09260 "Gypsum Drywall for framed wall, partition and ceiling assemblies.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
1
1.4 QUALITY ASSURANCE
1 A. Source Limitations: Obtain each type of building insulation through one source.
B. Fire Test Response Characteristics: Provide insulation and related materials with the fire test response
characteristics indicated, as determined by testing identical products per test method indicated below by
UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify
materials with appropriate markings of applicable testing and inspecting agency.
1. Surface Burning Characteristics: ASTM E 84.
2. Fire Resistance Ratings: ASTM E 119.
3. Combustion Characteristics: ASTM E 136.
1
1.5 DELIVERY, STORAGE, AND HANDLING
1 A. Protect insulation materials from physical damage and from deterioration by moisture, soiling, and other
sources. Store inside and in a dry location. Comply with manufacturer's written instructions for
handling, storing, and protecting during installation.
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BUILDING INSULATION 07210 1
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Lindberg Smith Architects Horizon Building Clallam County
June 2011
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products of one of the following:
1. Manufacturers of Insulation: 1
a. CertainTeed Corp.
b. Owens- Corning Corp.
c. Johns Manville Corp.
2.2 INSULATING MATERIALS
A. General: Provide insulating materials that comply with requirements and with referenced standards.
1
1. Provide R- values or thicknesses as indicated in the Specifications or on Drawings (R -value shall
govern over thickness shown).
a. Mineral Fiber Blanket/Batts: R -21 Walls, R -38 Roof, R -30 Floor.
B. Unfaced Mineral Fiber Blanket/Batt Insulation: Thermal insulation produced by combining mineral
fibers of types described below with thermosetting resins to comply with ASTM C 665 for Type I
(blankets without membrane facing): and as follows:
1. Mineral Fiber Type: Fibers manufactured from glass. 1
2. Combustion Characteristics: Passes ASTM E 136 test.
3. Surface Burning Characteristics: Maximum flame spread and smoke developed values
of 25 and 50, respectively.
1
2.3 AUXILIARY INSULATING MATERIALS
1
A. Polyethelene Vapor Retarder: ASTM D 4397 6 mils with laboratory- tested vapor transmission rating of
.03 perms.
B. Mastic Sealer: Type recommended by insulation manufacturer for bonding edge joints between units and
filling voids in work.
PART 3 EXECUTION
1
3.1 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and application 1
indicated.
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Lindberg Smith Architects Horizon Building Clallam County
June 2011
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to
ice and snow.
C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around
obstructions and fill voids with insulation. Remove projections that interfere with placement.
D. Water- Piping Coordination: If water piping is located on inside of insulated exterior walls, coordinate
location of piping to ensure that it is placed on warm side of insulation and insulation encapsulates
piping.
3.2 INSTALLATION OF GENERAL BUILDING INSULATION
A. Apply insulation units to substrates by method indicated, complying with manufacturer's written
instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical
anchorage to provide permanent placement and support of units.
B. Set vapor retarder to warm side of construction, unless otherwise indicated. Do not obstruct ventilation
spaces, except for firestopping.
1. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to
surrounding construction to ensure airtight installation.
3.3 INSTALLATION OF VAPOR RETARDERS
A. General: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure
in place with adhesives or other anchorage system as indicated. Extend vapor retarder to cover
miscellaneous voids in insulated substrates, including those filled with loose -fiber insulation.
B. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor
retarders to framing at top, end, and bottom edges; at perimeter of wall openings; and at lap joints. Space
fasteners 16 inches o.c.
B. Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as recommended by
vapor- retarder manufacturer.
C. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with
vapor- retarder tape to create an airtight seal between penetrating objects and vapor retarder.
D. Repair any tears or punctures in vapor retarders immediately before concealment by other work. Cover
with vapor retarder tape or another layer of vapor retarder.
3.4 PROTECTION
1 A. Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical
abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse
and cannot be concealed and protected by permanent construction immediately after installation.
END OF SECTION 07210
BUILDING INSULATION 07210 3
Lindberg Smith Architects Horizon Building Clallam County
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SECTION 07260 -VAPOR RETARDERS
PART 1— GENERAL
1.01 SECTION INCLUDES 1
A. Vapor Retarders: Materials to make exterior walls, joints between exterior walls and roof, joints
around frames of openings in exterior walls, and underneath concrete slab -on -grade water vapor
resistant.
B. Vapor Barriers: Materials to stop passage of vapor from ground into floor structure.
1.02 RELATED SECTIONS
A. SECTION 07210, BUILDING INSULATION: Vapor retarder facing on batt insulation.
'B. SECTION 07920, JOINT SEALERS: Sealant materials and installation techniques.
1.03 REFERENCES
A. ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials; 2000.
1.04 QUALITY ASSURANCE 1
A. Vapor Permeability (Perm): Measure in accordance with ASTM E96 procedure E
1.05 ENVIRONMENTAL REQUIREMENTS
A. Maintain temperature and humidity recommended by the materials manufactures before, during 1
and after installation.
PART 2 PRODUCTS
2.01 SHEET SEAL MATERIALS
A. Sheet Seal Type 1: Polyethylene sheeting, clear color.
1. Thickness: 6 mil.
2. Application: Interior side of exterior walls and where noted.
B. Sheet Seal Type 2: Rubberized asphalt bonded to sheet polyethylene, self adhesive. 1
1. Thickness: 40 mil, nominal.
2. Maximum Vapor Permeability (Perm): 2.9 ng/S /m /pa. (0.05 Perm)
3. Product: Vycor Weather Barrier Strips manufactured by Grace Construction Products or
Fortiflash by Fortifiber Building Products Systems or Henry Blueskin SA <0.08 perms)
4. Application: Windows, Doors, Sills, and as where noted.
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I
C. Sheet Seal (Under Slab Vapor Barrier) Type 3: Polyolefin film.
1. Thickness: 15 mil.
2. Maximum Vapor Permeability (Perm): <0.03 per ASTM F1249 and
I ASTM E96 (Method B)
3. Product: Stegowrap manufactured by Stego.
1 4. Substitutions: Per SECTION 01600.
5. Application: Under interior slabs on grade.
1 D. Sheet Seal Type 4: Building Paper, Type 1, Style 2, Grade D asphalt saturated sheathing paper.
1. This product is to be used at all locations on the drawings calling for #15
1 building paper or "building paper," or "roofing felt" or "#15 roofing felt." etc.
2. Tensile Strength: MD 70 lb/inch, CD 601b /inch per ASTM D828.
1 3. Water Resistance: 60 minutes (minimum) per ASTM D779.
4. Moisture Vapor Transmission: 35 grams. Min (MVT) per ASTM F1249
I E96 Procedure A.
5. Product: 60 Minute Super Jumbo Tex manufactured by [Fortifiber].
I 6. Application: Exterior side of wall and roof sheathing and as noted and
detailed.
I E. Tape Type A: Bright aluminum self adhering type, mesh reinforced, 2 inches wide, compatible
with sheet material.
1 F. Tape Type B: Polyethylene self adhering type, 6 inches wide, compatible with sheet material and
as recommended by sheet manufacturer.
G. Sheet Seal Type 2b: Butyl Rubber bonded to sheet polyethylene, self adhesive.
I 1. Thickness: 30 mil, nominal.
I 2. Maximum Vapor Permeability (Perm): 2.9 ng/S /m/pa. (0.05 Perms).
3. Product: Vycor Ultra manufactured by Grace Construction Products, or
approved.
I 4. Application: Windows, doors, sills, and as where noted.
I H. Substitutions: See Section 01600, Product Requirements.
2.02 SEALANTS
1 A. Butyl Sealant: As specified in SECTION 07920
B. Silyl Terminated Polyether elastomeric Sealant: As specified in SECTION 07920.
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June 2011
,C. Polyurethane Sealant: As specified in SECTION 07920.
1
ID. Silicone Sealant: As specified in SECTION 07920.
E. Sealant Backers: As specified in SECTION 07920.
F. Primers, Cleaners, and Other Sealant Materials: As recommended by sealant
manufactures, appropriate to application, and compatible with adjacent materials. 1
2.03 ADHESIVES
A. Mastic Adhesive: Compatible with sheet seal and substrate, thick mastic of uniform knife grade
1
consistency.
B. Non Curing Adhesive: Compatible with sheet seal and substrate, permanently non curing.
2.04' ACCESSORIES 1
A. Thinners and Cleaners: As recommended by material manufacture.
B. Fasteners: Stainless steel staples, nails, or screws as required for the substrate.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and conditions are ready to accept the work of this section.
3.02 PREPERATION
1
A. Remove loose or foreign matter which might impair adhesion of materials.
B. Clean and prime substrate surfaces to receive adhesives in accordance with manufacture's
1
instructions.
3.03 INSTALLATION
A. Install materials in accordance with manufacture's instructions.
B. Install air and vapor seal materials and assemblies in conjunction with materials described in other
sections to provide continuous sealed barrier in the exterior enclosures of the building.
C. In exterior stud -framed walls, attach sheet seal Type 1 to inside stud faces with adhesive. Lap
edges over stud faces, seal laps with tape Type 1. Lap ends onto adjacent construction; seal ends
with sealant Type 1.
D. Tape seal tears or cuts in vapor retarder.
1
E. Extend vapor retarder tightly to full perimeter of adjacent window and door frames and other
items interrupting the plane of the membrane. Tape seal in place.
F. Over exterior surface of exterior sheathing install sheet seal Type 4 with stainless steel staples.
Apply sheet seal horizontally. Lap upper sheet over lower 6 inches and/or per (building paper
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1 or exterior finish) manufactures instruction. Apply a second layer offset one —half sheet width
above the first.
G. At exterior side of exterior openings, fold sheet Type 4 back under itself. DO NOT fold onto sill,
Jamb or Head of opening. Flashing from window or door shall lay OVER sheet seal Type 4.
H. At junction of exterior wall and roof, lap wall, sheet seal back under itself and attach with stainless
steel staples and sealant. Position lap seal over firm bearing.
I. At window openings, install sheet seal Type 2 between frame and adjacent wall seal material.
Sheet is self adhering. Laps will seal to each other. Position lap seal over firm bearing. Follow
manufactures recommendations. Place sill first, jambs second, and head last.
J. Apply sealants and adhesives within recommended application temperature ranges. Consult
manufactures temperature is out of this range.
END OF SECTION 07260
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SECTION 07311- ASPHALT SHINGLES
PART 1 GENERAL 1
1.1 RELATED DOCUMENTS 1
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY 1
A. This Section includes the following:
1. Laminated Asphalt shingles.
2. Felt underlayment.
3. Roof vents.
B. Related Sections include the following:
1. Section 06100 "Rough Carpentry for roof deck wood structural panels.
2. Section 07620 "Sheet Metal Flashing and Trim" for metal roof penetration flashings and
counterflashings not part of this Section.
1.3 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and
Waterproofing Manual" for definitions of terms related to roofing work in this Section.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for Initial Selection: For each type of asphalt shingle. 1
1. Include similar Samples of trim and accessories involving color selection.
C. Qualification Data: For Installer, including certificate signed by asphalt shingle manufacturer stating that
Installer is approved, authorized, or licensed to install roofing system indicated.
D. Product Test Reports: Based: on evaluation of comprehensive tests performed by a qualified testing 1
agency or by manufacturer and witnessed by a qualified testing agency, for asphalt shingles.
E. Warranties: Special warranties specified in this Section. 1
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I 1.5 QUALITY ASSURANCE
A. Installer Qualifications: A firm or individual that is approved, authorized, or licensed by asphalt shingle
1 roofing system manufacturer to install roofing system indicated.
B. Source Limitations: Obtain ridge and hip cap shingles through one source from a single asphalt shingle
I manufacturer.
C. Fire Test Response Characteristics: Provide asphalt shingle and related roofing materials with the fire-
test response characteristics indicated, as determined by testing identical products per test method below
by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify
materials with appropriate markings of applicable testing and inspecting agency.
I 1. Exterior Fire -Test Exposure: Class A; ASTM E 108 or UL 790, for application and roof slopes
indicated.
1 1.6 DELIVERY, STORAGE, AND HANDLING
A. Store roofing materials in a dry, well- ventilated, weathertight location according to asphalt shingle
I manufacturer's written instructions. Store underlayment rolls on end on pallets or other raised surfaces.
Do not double -stack rolls.
1 1. Handle, store, and place roofing materials in a manner to avoid significant or permanent damage
to roof deck or structural supporting members.
B. Protect unused underlayment from weather, sunlight, and moisture when left overnight or when roofing
1 work is not in progress.
I 1.7 PROJECT CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions
permit asphalt shingle roofing to be performed according to manufacturer's written instructions and
I warranty requirements.
I 1.8 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace
asphalt shingles that fail in materials within specified warranty period. Material failures include
1 manufacturing defects and failure of asphalt shingles to self -seal after a reasonable time.
1. Material Warranty Period: 30 years from date of Substantial Completion, prorated, with first 5
I 2. years non prorated.
Wind -Speed Warranty Period: Asphalt shingles will resist blow -off or damage caused by wind
speeds up to 70 mph for 10 years from date of Substantial Completion.
3. Algae- Discoloration Warranty Period: Asphalt shingles will not discolor 10 years from date of
I 4. Substantial Completion.
Workmanship Warranty Period: 10 years from date of Substantial Completion.
I B. Special Project Warranty: Roofing Installer's warranty, on warranty form at end of this Section, signed
by roofing Installer, covering Work of this Section, in which roofing Installer agrees to repair or replace
components of asphalt shingle roofing that fail in materials or workmanship within the following
warranty period:
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1. Warranty Period: Five years from date of Substantial Completion. 1
PART 2 PRODUCTS 1
2.1 GLASS FIBER REINFORCED ASPHALT SHINGLES
A. Laminated fiberglass strip Asphalt Shingles: ASTM D 3462, laminated, multi -ply overlay construction,
glass -fiber reinforced, mineral granule surfaced, and self sealing; complying with UL 2218, Class IV.
1. Strip Size: Manufacturer's standard.
2. Algae Resistance: Granules treated to resist algae discoloration.
3. Color and Blends: As selected by Architect from manufacturer's full range.
B. Hip and Ridge Shingles: Manufacturer's standard units to match asphalt shingles. Trim each side of
lapped portion of unit to taper approximately 1 inch.
C. MANUFACTURERS: Subject to compliance with requirements, provide products by one of the
following:
1. Malarkey.
2. PABCO roofing products.
3. Elk Premium Building Products, Inc.
4. Owens Corning.
5. Or approved equal approved by architect prior to bidding.
2.2 UNDERLAYMENT MATERIALS
A. Felts: ASTM D 226 or ASTM D 4869, Type I asphalt saturated organic felts, non perforated. 1
2.3 ACCESSORIES
A. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free. 1
B. Static Roof Vents: Slant -back or square, high- impact plastic vents with minimum 50 sq. inches net free
vent area.
C. Roofing Nails: ASTM F 1667;: aluminum, stainless steel, copper, or hot -dip galvanized steel wire shingle
nails, minimum 0.120 -inch- diameter, barbed shank, sharp- pointed, with a minimum 3/8 -inch- diameter
flat head and of sufficient length to penetrate 3/4 inch into solid wood decking or extend at least 1/8 inch
through OSB or plywood sheathing.
1. Where nails are in contact with metal flashing, use nails made from same metal as flashing.
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2.4 METAL FLASHING AND TRIM
D. Sheet Metal Flashing and Trim: Comply with requirements in Division 7 Section "Sheet Metal Flashing
1
and Trim."
E. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural
Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item.
PART 3 EXECUTION
3.1 EXAMINATION
1 A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for
installation tolerances and other conditions affecting performance of work.
1 1. Examine roof sheathing to verify that sheathing joints are supported by framing and blocking or
metal clips and that installation is within flatness tolerances.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and completely anchored;
1 and that provision has been made for flashings and penetrations through asphalt shingles.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 UNDERLAYMENT INSTALLATION
A. Single -Layer Felt Underlayment: Install single layer of felt underlayment on roof deck perpendicular to
roof slope in parallel courses. Lap sides a minimum of 2 inches over underlying course. Lap ends a
minimum of 4 inches. Stagger end laps between succeeding courses at least 72 inches. Fasten with felt
underlayment nails.
B. Metal Flashed Open Valley Underlayment: Install two layers of 36 -inch- wide felt underlayment
centered in valley. Stagger end laps between layers at least 72 inches. Lap ends of each layer at least 12
inches in direction to shed water, and seal with asphalt roofing cement. Fasten each layer to roof deck
with felt underlayment nails.
1. Lap roof deck felt underlayment over first layer of valley felt underlayment at least 6 inches.
3.3 METAL FLASHING INSTALLATION
1 A. General: Install metal flashings and other sheet metal to comply with requirements in Division 7 Section
"Sheet Metal Flashing and Trim."
1. Install metal flashings according to recommendations in ARMA's "Residential Asphalt Roofing
Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and
Waterproofing Manual."
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3.4 ASPHALT SHINGLE INSTALLATION
A. Install asphalt shingles according to manufacturer's written instructions, recommendations in ARMA's
"Residential Asphalt Roofing Manual," and asphalt shingle recommendations in NRCA's "The NRCA
Roofing and Waterproofing Manual."
B. Install starter strip along lowest roof edge, consisting of an asphalt shingle strip with tabs removed at least
7 inches wide with self sealing strip face up at roof edge. 1
1. Extend asphalt shingles 3/4 inch over fascia at eaves and rakes.
2. Install starter strip along rake edge.
C. Install first and remaining courses of asphalt shingles stair stepping diagonally across roof deck with
manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure.
D. Install asphalt shingles by single -strip column or racking method, maintaining uniform exposure. Install
full length first course followed by cut second course, repeating alternating pattern in succeeding courses.
E. Fasten asphalt shingle strips with a minimum of six roofing nails located according to manufacturer's
written instructions.
1. Where roof slope is less than 4:12, seal asphalt shingles with asphalt roofing cement spots.
2. When ambient temperature during installation is below 50 deg F, seal asphalt shingles with asphalt
roofing cement spots.
F. Open Valleys: Cut and fit asphalt shingles at open valleys, trimming upper concealed corners of shingle
strips. Maintain uniform width of exposed open valley from highest to lowest point.
1. Set valley edge of asphalt shingles in a 3 -inch- wide bed of asphalt roofing cement.
G. Ridge Cap Shingles: Maintain same exposure of cap shingles as roofing shingle exposure. Lap cap
shingles at ridges to shed water away from direction of prevailing winds. Fasten with roofing nails of
sufficient length to penetrate sheathing.
3.5 ROOFING INSTALLER'S WARRANTY
A. WHEREAS of
herein called the "Roofing Installer," has performed roofing and associated work "work on the
following project:
1. Owner:
2. Address:
3. Area of Work: Asphalt Shingle Roof Installation
4. Acceptance Date:
5. Warranty Period:
6. Expiration Date:
B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a 1
subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for
designated Warranty Period,
C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth,
that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs
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1 to or replacements of said work as are necessary to correct faulty and defective work and as are necessary
to maintain said work in a watertight condition.
D. This Warranty is made subject to the following terms and conditions:
1. Specifically excluded from this Warranty are damages to work and other parts of the building, and
to building contents, caused by:
a. lightning;
b. peak gust wind speed exceeding 100 mph;
c. fire;
d. failure of roofing system substrate, including cracking, settlement, excessive deflection,
deterioration, and decomposition;
e. faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment
supports, and other edge conditions and penetrations of the work;
f. vapor condensation on bottom of roofing; and
g. activity on roofing by others, including construction contractors, maintenance personnel,
other persons, and animals, whether authorized or unauthorized by Owner.
2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until
1 such damage has been repaired by Roofing Installer and until cost and expense thereof have been
paid by Owner or by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for
consequential damages to building or building contents resulting from leaks or faults or defects of
work.
4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing
Installer, including cutting, patching, and maintenance in connection with penetrations, attachment
of other work, and positioning of anything on roof, this Warranty shall become null and void on
date of said alterations, but only to the extent said alterations affect work covered by this
Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not
become null and void unless Roofing Installer, before starting said work, shall have notified
Owner in writing, showing reasonable cause for claim, that said alterations would likely damage
or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty.
5. During Warranty Period, if original use of roof is changed, this Warranty shall become null and
void on date of said change, but only to the extent said change affects work covered by this
Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or
deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to
examine evidence of such leaks, defects, or deterioration.
7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall
not operate to restrict or cut off Owner from other remedies and resources lawfully available to
Owner in cases of roofing failure. Specifically, this Warranty shall not operate to relieve Roofing
Installer of responsibility for performance of original work according to requirements of the
Contract Documents, regardless of whether Contract was a contract directly with Owner or a
subcontract with Owner's General Contractor.
E. IN WITNESS THEREOF, this instrument has been duly executed this day of
1. Authorized Signature:
2. Name:
3. Title:
END OF SECTION 07311
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SECTION 07620 SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.1 RELATED DOCUMENTS
1 1
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section. 1
1.2 SUMMARY 1
A. This Section includes the following sheet metal flashing and trim:
1. Manufactured flashings.
2. Formed roof drainage system.
B. Related Sections include the following:
1. Section 06100 "Rough Carpentry for wood nailers, curbs, and blocking.
2. Section 07920 "Joint Sealants" for field- applied sheet metal flashing and trim sealants.
E REQUIREMENTS
1.3 PERFORMANC REQUIRE S
A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally
induced movement, and exposure to weather without failing, rattling, leaking, and fastener
disengagement.
B. Thermal Movements: Provide sheet metal flashing and trim that allow for thermal movements resulting 1
from the following maximum change (range) in ambient and surface temperatures by preventing
buckling, opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure
of connections, and other detrimental effects. Provide clips that resist rotation and avoid shear stress as a
result of sheet metal and trim thermal movements. Base engineering calculation on surface temperatures
of materials due to both solar heat gain and nighttime -sky heat loss.
1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 1
C. Water Infiltration: Provide sheet metal flashing and trim that will not allow water infiltration to building
interior.
I
1.4 QUALITY ASSURANCE
A. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual."
Conform to dimensions and profiles shown unless more stringent requirements are indicated.
111
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver sheet metal flashing materials and fabrications undamaged. Protect sheet metal flashing and trim 1
materials and fabrications during transportation and handling.
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B. Unload, store, and install sheet metal flashing materials and fabrications in a manner to prevent bending,
warping, twisting, and surface damage.
C. Stack materials on platforms or pallets, covered with suitable weathertight and ventilated covering. Do
not store sheet metal flashing and trim materials in contact with other materials that might cause staining,
denting, or other surface damage.
1
1.6 COORDINATION
1 A. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to
provide a leak proof, secure, and non corrosive installation.
PART 2 PRODUCTS
1 2.1 SHEET METALS
A. Zinc Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation; structural
quality.
B. Prepainted, Metallic- Coated Steel Sheet: Steel sheet metallic coated by the hot -dip process and
prepainted by the coil- coating process to comply with ASTM A 755/A 755M.
1. Zinc Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation;
structural quality.
2. Aluminum -Zinc Alloy- Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 coating
designation, Grade 40; structural quality.
3. Exposed Finishes: Apply the following coil coating:
1 a. High Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal
surfaces to comply with coating and resin manufacturers' written instructions.
1) Fluoropolymer 2 -Coat System: Manufacturer's standard 2 -coat, thermocured
system consisting of specially formulated inhibitive primer and fluoropolymer color
topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight;
complying with physical properties and coating performance requirements of
AAMA 2605, except as modified below:
a) Humidity Resistance: 2000 hours.
b) Salt -Spray Resistance: 2000 hours.
2) Color: As selected by Architect from manufacturer's full range.'
2.2 UNDERLAYMENT MATERIALS
A. Polyethylene Sheet: 6 -mil- thick polyethylene sheet complying with ASTM D 4397.
B. Felts: ASTM D 226, Type II asphalt saturated organic felt, non perforated.
1 C. Slip Sheet: Resin -sized paper, minimum 3 lb /100 sq. ft..
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2.3 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators,
sealants, and other miscellaneous items as required for complete sheet metal flashing and trim
installation.
B. Fasteners: Wood screws, annular threaded nails, self tapping screws, self locking rivets and bolts, and
other suitable fasteners designed to withstand design loads.
1. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or factory-
applied coating.
2. Fasteners for Flashing and Trim: Blind fasteners or self drilling screws, gasketed, with hex
washer head.
3. Blind Fasteners: High strength aluminum or stainless -steel rivets.
4. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter
width.
C. Sealing Tape: Pressure- sensitive, 100 percent solids, polyisobutylene compound sealing tape with
release -paper backing. Provide permanently elastic, nonsag, nontoxic, non staining tape.
D. Elastomeric Sealant: ASTM C 920, elastomeric polymer sealant; of type, grade, class, and use
classifications required to seal joints in sheet metal flashing and trim and remain watertight.
E. Epoxy Seam Sealer: Two -part, non corrosive, aluminum seam cementing compound, recommended by
aluminum manufacturer for exterior nonmoving joints, including riveted joints.
F. Bituminous Coating: Cold- applied asphalt mastic, SSPC -Paint 12, compounded for 15 -mil dry film
thickness per coat. Provide inert-type non corrosive compound free of asbestos fibers, sulfur
components, and other deleterious impurities.
G. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
2.4 MANUFACTURED SHEET METAL FLASHING AND TRIM
A. Reglets: Units of type, material, and profile indicated, formed to provide secure interlocking of separate
reglet and counterflashing pieces, and compatible with flashing indicated.
1. Material: Galvanized steel, 0.0217 inch thick.
2. Flexible Flashing Retainer: Provide resilient plastic or rubber accessory to secure flexible flashing
in reglet where clearance does not permit use of standard metal counterflashing or where
Drawings show reglet without metal counterflashing.
3. Counterflashing Wind Restraint Clips: Provide clips to be installed before counterflashing to
prevent wind uplift of counterflashing lower edge.
GENERAL
2.5 FABRICATION, GE RAL
A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's
"Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of
item indicated. Shop fabricate items where practicable. Obtain field measurements for accurate fit before
shop fabrication.
B. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance
requirements, but not less than that specified for each application and metal.
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I C. Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true
to line and levels indicated, with exposed edges folded back to form hems.
I 1. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat -lock
seams. Tin edges to be seamed, form seams, and solder.
I D. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric sealant to
comply with SMACNA recommendations.
I E. Expansion Provisions: Where lapped or bayonet -type expansion provisions in the Work cannot be used,
form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant
concealed within joints.
I F. Conceal fasteners and expansion provisions where possible on exposed -to -view sheet metal flashing and
trim, unless otherwise indicated.
I G. Fabricate cleats and attachment devices from same material as accessory being anchored or from
compatible, non corrosive metal.
1. Thickness: As recommended by SMACNA's "Architectural Sheet Metal Manual" for application
1 but not less than thickness of metal being secured.
I 2.6 ROOF DRAINAGE SHEET METAL FABRICATIONS
A. Hanging Gutters: Fabricate to cross section indicated, complete with end pieces, outlet tubes, and other
accessories as required. Fabricate in minimum 96 -inch- long sections. Furnish flat -stock gutter spacers
I and gutter brackets fabricated from same metal as gutters, of size recommended by SMACNA but not
less than twice the gutter thickness. Fabricate expansion joints, expansion joint covers, gutter bead
reinforcing bars, and gutter accessories from same metal as gutters.
r 1. Gutter Style: D.
2. Expansion Joints: Built in.
3. Accessories: Wire ball downspout strainer.
1 4. Fabricate from the following:
a. 27 Gauge, pre- finished aluminum. Color selected by architect.
I B. Downspouts: Fabricate downspouts complete with mitered elbows. Furnish with metal hangers, from
same material as downspouts, and anchors.
1. Fabricate downspouts from the following material:
I a. 3 "x4" rectangular and corrugated, 27 gauge aluminum, pre finished to match gutters.
Color selected by architect.
I
2.7 FINISHES
I A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
I B. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
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C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if 1
they are within one -half of the range of approved Samples. Noticeable variations in the same piece are
not acceptable. Variations in appearance of other components are acceptable if they are within the range
of approved Samples and are assembled or installed to minimize contrast. 1
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions
and other conditions affecting performance of work.
1. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored.
2. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION, GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with
provisions for thermal and structural movement. Use fasteners, solder, welding rods, protective coatings,
separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim
system.
1. Torch cutting of sheet metal flashing and trim is not permitted.
B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against
galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as
recommended by fabricator or manufacturers of dissimilar metals.
1. Underlayment: Where installing metal flashing directly on cementitious or wood substrates,
install a course of felt underlayment and cover with a slip sheet or install a course of polyethylene
underlayment.
2. Bed flanges in thick coat of asphalt roofing cement where required for waterproof performance. 1
C. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool marks.
D. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams with
minimum exposure of solder, welds, and butyl sealant.
E. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify
shapes and dimensions of surfaces to be covered before fabricating sheet metal.
1. Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners. Bend tabs over
fasteners.
F. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement
joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where
lapped or bayonet -type expansion provisions cannot be used or would not be sufficiently watertight, form
expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant
concealed within joints.
G. Fasteners: Use fasteners of sizes that will penetrate substrate not less than 1 -1/4 inches for nails and not
less than 3/4 inch for wood screws.
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1 1. Galvanized or Prepainted, Metallic- Coated Steel: Use stainless -steel fasteners.
H. Seal joints with butyl sealant as required for watertight construction.
1. Where sealant filled joints are used, embed hooked flanges of joint members not less than 1 inch
into sealant. Form joints to completely conceal sealant. When ambient temperature at time of
installation is moderate, between 40 and 70 deg F, set joint members for 50 percent movement
either way. Adjust setting proportionately for installation at higher ambient temperatures. Do not
install sealant -type joints at temperatures below 40 deg F.
2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint
1 Sealants."
I. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets
to be soldered to a width of 1 -1/2 inches except where pretinned surface would show in finished Work.
1. Do not solder prepainted, metallic- coated steel sheet.
2. Do not use open -flame torches for soldering. Heat surfaces to receive solder and flow solder into
joints. Fill joints completely. Completely remove flux and spatter from exposed surfaces.
1 3.3 ROOF DRAINAGE SYSTEM INSTALLATION
A. General: Install sheet metal roof drainage items to produce complete roof drainage system according to
SMACNA recommendations and as indicated. Coordinate installation of roof perimeter flashing with
installation of roof drainage system.
B. Hanging Gutters: Join sections with riveted and soldered joints or with lapped joints sealed with butyl
sealant. Provide for thermal expansion. Attach gutters at eave or fascia to firmly anchored gutter
brackets spaced not more than 36 inches apart. Provide end closures and seal watertight with sealant.
Slope to downspouts.
1 1. Fasten gutter spacers to front and back of gutter.
2. Loosely lock straps to front gutter bead and anchor to roof deck.
3. Anchor and loosely lock back edge of gutter to continuous eave or apron flashing.
4. Anchor back of gutter that extends onto roof deck with cleats spaced not more than 24 inches
apart.
5. Anchor gutter with spikes and ferrules spaced not more than 24 inches apart.
6. Install gutter with expansion joints at locations indicated but not exceeding 50 feet apart. Install
expansion joint caps.
C. Downspouts: Join sections with 1 -1/2 -inch telescoping joints. Provide fasteners designed to hold
downspouts securely 1 inch away from walls; locate fasteners at top and bottom and at approximately 60
inches o.c. in between.
3.4 WALL FLASHING INSTALLATION
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to
SMACNA recommendations and as indicated. Coordinate installation of wall flashing with installation
of wall- opening components such as windows, doors, and louvers.
1 B. Reglets: Installation of reglets is specified in Division 4 Section "Unit Masonry Assemblies."
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3.5 CLEANING AND PROTECTION
A. Clean and neutralize flux materials. Clean off excess solder and sealants.
B. I Remove temporary protective coverings and strippable films as sheet metal flashing and trim are
installed. On completion of installation, clean finished surfaces, including removing unused fasteners,
metal filings, pop rivet stems, and pieces of flashing. Maintain in a clean condition during construction.
C. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond
successful repair by finish touchup or similar minor repair procedures.
END OF SECTION 07620
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SECTION 07920 JOINT SEALANTS
1 PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes sealants for the following applications:
1 1. Exterior joints in the following vertical surfaces and non traffic horizontal surfaces:
1 a. Perimeter joints between siding materials and frames of doors and windows.
b. Joints between siding materials and trims.
c. Other joints as indicated.
2. Interior joints in the following vertical surfaces and horizontal non traffic surfaces:
a. Perimeter joints of exterior openings where indicated.
1 b. Other joints as indicated.
B. Related Sections include the following:
1. Section 09260 "Gypsum Board Assemblies" for sealing perimeter joints of gypsum board
partitions to reduce sound transmission.
1.3 PERFORMANCE REQUIREMENTS
A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals
without staining or deteriorating joint substrates.
B. Provide joint sealants for interior applications that establish and maintain airtight and water resistant
continuous joint seals without staining or deteriorating joint substrates.
1 1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to Project site in original unopened containers or bundles with labels indicating
manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing
instructions for multi- component materials.
B. Store and handle materials in compliance with manufacturer's written instructions to prevent their
deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.
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1.5 PROJECT CONDITIONS
A. Environmental Limitations: Do not proceed with installation of joint sealants under the following
conditions:
1
1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant
manufacturer.
2. When ambient and substrate temperature conditions are outside limits permitted by joint sealant
manufacturer or are below 40 deg F.
3. When joint substrates are wet.
B. Joint -Width Conditions: Do not proceed with installation of joint sealants where joint widths are less
than those allowed by joint sealant manufacturer for applications indicated.
C. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable
of interfering with adhesion are removed from joint substrates.
PART 2 PRODUCTS
2.1 PRODUCTS AND MANUFACTURERS 1
A. j Products: Subject to compliance with requirements, provide products indicated for each type of
application from one of the following manufactures: 1
1. Sonneborn, Sonolastic 150.
2. Dow Corning Corp.
1
3. Chemrex, Inc. Building Products.
4. Pecora Corporation.
5. Emseal Joint Systems Ltd.
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6. Dayton Superior Chemical Division..
2.2 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one
another and with joint substrates under conditions of service and application, as demonstrated by sealant
manufacturer based on testing and field experience.
B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range for this
characteristic.
2.3 ELASTOMERIC JOINT SEALANTS
A. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each
liquid- applied chemically curing sealant in the Elastomeric Joint Sealant Schedule at the end of Part 3,
including those referencing ASTM C 920 classifications for type, grade, class, and uses.
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B. Additional Movement Capability: Where additional movement capability is specified in the Elastomeric
Joint Sealant Schedule, provide products with the capability, when tested for adhesion and cohesion
under maximum cyclic movement per ASTM C 719, to withstand the specified percentage change in the
joint width existing at the time of installation and remain in compliance with other requirements of
ASTM C 920 for uses indicated.
2.4 JOINT- SEALANT BACKING
A. General: Provide sealant backings of material and type that are non staining; are compatible with joint
substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant
manufacturer based on field experience and laboratory testing.
B. Cylindrical Sealant Backings: ASTM C 1330, of type indicated below and of size and density to control
sealant depth and otherwise contribute to producing optimum sealant performance:
1. Type C: Closed -cell material with a surface skin.
2.5 MISCELLANEOUS MATERIALS
1 A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to
joint substrates indicated, as determined from preconstruction joint sealant substrate tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant
backing materials, free of oily residues or other substances capable of staining or harming joint substrates
and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants
with joint substrates.
C. Masking Tape: Non staining, nonabsorbent material compatible with joint sealants and surfaces adjacent
to joints.
PART 3 EXECUTION
1
3.1 EXAMINATION
A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with
requirements for joint configuration, installation tolerances, and other conditions affecting joint sealant
performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with
joint sealant manufacturer's written instructions and the following requirements:
1. Remove all foreign material from joint substrates that could interfere with adhesion of joint
sealant, including dust, paints (except for permanent, protective coatings tested and approved for
sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease,
waterproofing, water repellents, water, surface dirt, and frost.
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2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading,
or a combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealants. Remove loose particles remaining from above cleaning
operations by vacuuming or blowing out joints with oil -free compressed air. Porous joint surfaces
include the following:
a. Concrete.
3. Remove laitance and form- release agents from concrete.
4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates,
or leave residues capable of interfering with adhesion of joint sealants.
1
a. Metal.
b. Glass.
c. Porcelain enamel.
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B. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based
on preconstruction joint sealant- substrate tests or prior experience. Apply primer to comply with joint
sealant manufacturer's written instructions. Confine primers to areas of joint- sealant bond; do not allow
spillage or migration onto adjoining surfaces.
C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces
1
that otherwise would be permanently stained or damaged by such contact or by cleaning methods
required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal.
3.3 INSTALLATION OF JOINT SEALANTS
A. General: Comply with joint sealant manufacturer's written installation instructions for products and
111
applications indicated, unless more stringent requirements apply.
B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants
as applicable to materials, applications, and conditions indicated.
C. Install sealant backings of type indicated to support sealants during application and at position required to
produce cross sectional shapes and depths of installed sealants relative to joint widths that allow optimum
sealant movement capability.
1. Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application and replace
them with dry materials.
D. Install sealants by proven techniques to comply with the following and at the same time backings are
installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses provided for each joint configuration.
3. Produce uniform, cross sectional shapes and depths relative to joint widths that allow optimum
sealant movement capability.
E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins,
tool sealants according to requirements specified below to form smooth, uniform beads of configuration
indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint.
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1. Remove excess sealants from surfaces adjacent to joint.
2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor
I sealants or adjacent surfaces.
Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated.
Provide flush joint configuration, per Figure 5B in ASTM C 1193, where indicated.
5. Provide recessed joint configuration, per Figure 5C in ASTM C 1193, of recess depth and at
locations indicated.
a. Use masking tape to protect adjacent surfaces of recessed tooled joints.
3.4 CLEANING
A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with
cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints
occur.
3.5 PROTECTION
B. Protect joint sealants during and after curing period from contact with contaminating substances and from
damage resulting from construction operations or other causes so sealants are without deterioration or
damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs,
cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired
areas are indistinguishable from the original work.
END OF SECTION 07920
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SECTION 09260 GYPSUM BOARD ASSEMBLIES
PART !1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section. 1
1.2 SUMMARY
i 1
A. This Section includes the following:
1. Interior gypsum wallboard. 1
2. Joint treatment and accessories.
B. Related Sections include the following:
1. Section 06100 Rough Carpentry for wood framing and furring 1
2. Section 07212 "Building Insulation for insulation and vapor retarders installed in gypsum board
assemblies.
3. Section 09912 "Painting" for painting of GWB walls and exterior finishes. 1
1.3 DEFINITIONS
A. Gypsum Board Terminology: Refer to ASTM C 11 for definitions of terms for gypsum board assemblies
not defined in this Section or in other referenced standards.
1.4 DELIVERY, STORAGE, AND HANDLING 1
A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of
manufacturer or supplier.
B. Store materials inside under cover and keep them dry and protected against damage from weather, direct
sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels
flat to prevent sagging.
1.5 PROJECT CONDITIONS
A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's 1
written recommendations, whichever are more stringent.
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PART 2 PRODUCTS
2.1 GYPSUM BOARD MATERIALS
A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and
correspond with support system indicated.
B. Manufactures:
1. National Gypsum Company.
2. USG Corporation.
C. Gypsum Wallboard: ASTM C36, ends square.
1. Regular type: In thickness indicated with long edges tapered.
2.2 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.
1. Material: Galvanized or rolled zinc.
2. Shapes:
a. Cornerbead: Use at outside corners, unless otherwise indicated.
b. L -Bead: L- shaped; exposed long leg receives joint compound; use where indicated.
c. Expansion (Control) Joint: Use where indicated.
2.3 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475.
B. Joint Tape:
1. Interior Gypsum Wallboard: Paper.
C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with
other compounds applied on previous or for successive coats.
1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use
setting -type taping compound.
2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim
flanges, use setting -type taping compound.
3. Fill Coat: For second coat, use setting -type, sandable topping compound.
4. Finish Coat: For third coat, use setting -type, sandable topping compound.
2.4 TEXTURE FINISHES
1 A. Products: Subject to compliance with requirements, products that may be incorporated into the work
include, but are not limited to the following:
1. G.P. Gypsum Corp., GypRoc Ceiling Texture/Polystyrene
GYPSUM BOARD ASSEMBLIES 09260 2
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2. National Gypsum Company; Gold Bond Perfect Spray
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3. United States Gypsum Co.; Sheetrock ceiling spray texture, QT Polystyrene
4. United States Gypsum Co.; Sheetrock wall and ceiling spray texture (aggregated).
B. Primer: As recommended by textured finish manufacturer.
C. Aggregate Finish: Level 4 finish, Water- based, job- mixed, aggregated, drying -type texture finish.
1. Light orange peel (light splatter) at all new construction.
2. Match existing when working with existing construction.
2.5 ACOUSTICAL SEALANT
A. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant
complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter
joints and openings in building construction as demonstrated by testing representative assemblies
according to ASTM E 90.
1
2.6 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written recommendations.
B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.
1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to
0.112 inch thick.
C. Thermal Insulation: As specified in Division 7 Section "Building Insulation."
D. Polyethylene Vapor Retarder: As specified in Division 7 Section "Building Insulation."
1
PART 3 EXECUTION
3.1 l EXAMINATION 1
A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in
anchors, and structural framing, for compliance with requirements and other conditions affecting
performance. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 APPLYING AND FINISHING PANELS, GENERAL
1
A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA -216.
B. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid
abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not
less than one framing member.
C. Install gypsum panels with face side out. Butt panels together for a light contact at edges and ends with
not more than 1/16 inch of open space between panels. Do not force into place.
GYPSUM BOARD ASSEMBLIES 09260 3
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D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or
gypsum board back blocking is provided behind end joints. Do not place tapered edges against cut edges
or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control
joints at corners of framed openings.
E. Attach gypsum panels to studs so leading edge or end of each panel is attached to open (unsupported)
edges of stud first.
F. Attach gypsum panels to framing provided at openings and cutouts.
1 G. Do not attach gypsum panels across the flat grain of wide dimension lumber, including floor joists and
headers. Float gypsum panels over these members using resilient channels, or provide control joints to
counteract wood shrinkage.
H. Form control and expansion joints with space between edges of adjoining gypsum panels.
I. Cover both faces of partition framing with gypsum panels in concealed spaces (above ceilings, etc.),
except in chases braced internally.
1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings,
2. coverage may be accomplished with scraps of not less than 8 sq. ft. in area.
Fit gypsum panels around ducts, pipes, and conduits.
3. Where partitions intersect structural members projecting below underside of floor /roof slabs and
decks, cut gypsum panels to fit profile formed by coffers, joists, and other structural members;
allow 1/4- to 3/8 -inch- wide joints to install sealant.
J. Isolate perimeter of non -load- bearing gypsum board partitions at structural abutments, except floors.
Provide 1/4- to 1/2 -inch- wide spaces at these locations, and trim edges with U -bead edge trim where
edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with
acoustical sealant.
K. Floating Construction: Where feasible, including where recommended in writing by manufacturer, install
gypsum panels over wood framing, with floating internal corner construction.
L. STC -Rated Assemblies: Seal construction at perimeters, behind control and expansion joints, and at
openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both
faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and manufacturer's
1 written recommendations for locating edge trim and closing off sound flanking paths around or through
gypsum board assemblies, including sealing partitions above acoustical ceilings.
M. Space fasteners in gypsum panels according to referenced gypsum board application and finishing
standard and manufacturer's written recommendations.
1. Space screws a maximum of 12 inches o.c. for vertical applications.
111 3.3 PANEL APPLICATION METHODS
A. Application:
2. On ceilings, apply gypsum panels before wall/partition board application to the greatest extent
U possible and at right angles to framing, unless otherwise indicated.
On partitions /walls, apply gypsum panels as indicated or required by fire- resistance -rated
assembly, and minimize end joints.
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Lindberg Smith Architects Horizon Building Clallam County
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a. Stagger abutting end joints not less than one framing member in alternate courses of board.
1
b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or
required by fire resistance -rated assembly.
c. Stagger joints at least 16" in double -layer assemblies, unless otherwise indicated or
required by code.
B. Fastening Methods: Apply gypsum panels to supports with steel drill screws.
3.4 INSTALLING TRIM ACCESSORIES
A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for
panels. Otherwise, attach trim according to manufacturer's written instructions.
B Control Joints: Install control joints at locations indicated on Drawings. 1
3.5 FINISHING GYPSUM BOARD ASSEMBLIES 1
A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener
heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration.
Promptly remove residual joint compound from adjacent surfaces.
B. Prefill open joints, rounded or beveled edges, and damaged surface areas.
C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape.
D Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for
locations indicated:
1. Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and
1 trim flanges.
2. Provide Level 4 finish at all new construction. Match finishes where working with existing
construction.
END OF SECTION 09260
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SECTION 09912 PAINTING PROFESSIONAL LINE PRODUCTS
I
PART 1 GENERAL
I 1.1 RELATED DOCUMENTS
I A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes surface preparation and field painting of exposed exterior and interior items and
1 surfaces.
1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop
I priming and surface treatment specified in other Sections.
ant exposed surfaces, except where these Specifications indicate that the surface or material is not to be
painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or
I surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect
will select from standard colors and finishes available.
I C. Do not paint prefinished items, concealed surfaces, fmished metal surfaces, operating parts, and labels.
1. Prefinished items include the following factory- finished components:
I a. Architectural woodwork.
b. Finished mechanical and electrical equipment.
c. Light fixtures.
1 2. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces:
a. Furred areas.
b. Ceiling plenums.
I c. Utility tunnels.
d. Pipe spaces.
e. Duct shafts.
1 3. Finished metal surfaces include the following:
a. Anodized aluminum.
I b.
c. Bronze and brass.
Stainless Steel
d. Chromium Plate.
1 4. Operating parts include moving parts of operating equipment and the following:
a. Valve and damper operators.
I b.
c. Linkages.
Sensing devices.
d. Motor and fan shafts.
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5. Labels: Do not paint over UL, FMG, or other code required labels or equipment name,
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identification, performance rating, or nomenclature plates.
D. Related Sections include the following:
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1. Section 09260 "Gypsum Board Assemblies" for surface preparation of gypsum board.
1.3 DEFINITIONS
A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1
1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85-
degree meter.
1
2. Eggshell refers to low sheen finish with a gloss range between 20 and 35 when measured at a 60-
degree meter.
3. Semigloss refers to medium -sheen finish with a gloss range between 35 and 70 when measured at
a 60- degree meter.
1.4 DELIVERY, STORAGE, AND HANDLING 1
A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing
manufacturer's name and label and the following information:
1. Product name or title of material.
2. Product description (generic classification or binder type).
3. Manufacturer's stock number and date of manufacture.
4. Contents by volume, for pigment and vehicle constituents.
5. Thinning instructions.
6. Application instructions.
7. Color name and number.
8. VOC content.
B. Store materials not in use in tightly covered containers in a well ventilated area at a minimum ambient 1
temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and
residue.
1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily.
1.5 PROJECT CONDITIONS
A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are
between 50 and 90 deg F.
B. Apply solvent thinned paints only when temperatures of surfaces to be painted and surrounding air are
between 45 and 95 deg F.
C. j Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at
temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.
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1 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed
and heated within temperature limits specified by manufacturer during application and drying
periods.
1.6 EXTRA MATERIALS
1 A. Furnish extra paint materials from the same production run as the materials applied and in the quantities
described below. Package with protective covering for storage and identify with labels describing
contents. Deliver extra materials to Owner.
1. Quantity: Furnish Owner with extra paint materials in quantities indicated below:
a.
b. Exterior, Flat Acrylic Paint: 1 gal. of each color applied.
Exterior, Semigloss Acrylic Enamel: 1 gal. of each color applied.
c. Interior, Eggshell Acrylic Enamel: 1 gal. of each color applied.
d. Interior, Semigloss Acrylic Enamel: 1 gal. of each color applied.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be incorporated into the
1 Work include products from the following manufactures:
1. Pittsburgh Paints, PPG Industries, Inc.
1 2. Benjamin Moore Co.
3. Parker Paint.
4. Rhodda Paints
2.2 PAINT MATERIALS, GENERAL
1 A. Material Quality: Provide manufacturer's best quality paint material of the various coating types
specified that are factory formulated and recommended by manufacturer for application indicated. Paint
material containers not displaying manufacturer's product identification will not be acceptable.
1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or
materials is not intended to imply that products named are required to be used to the exclusion of
equivalent products of other manufacturers. Furnish manufacturer's material data and certificates
of performance for proposed substitutions.
B. Colors: As selected by Architect/Owner.
1. Exterior: Match all existing exterior colors.
2. Interior: Match all existing interior colors
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2.3 EXTERIOR PRIMERS
1
A. Exterior wood primer for acrylic enamels: Factory- formulated alkyd or latex wood primer for exterior
application.
1. Pittsburgh Paints; 6 -609 Speedhide exterior house and trim wood primer 100 percent acrylic latex:
applied at a dry film thickness of not less than 1.6 mils.
2. Benjamin Moore; Moorcraft super spec alkyd exterior primer No. 176: Applied at a dry film
thickness of not less than 1.8 mils.
3. Kelly -Moore 255 stain -lock II stain resistant acrylic primer: Applied at a dry film thickness of
not less than 2.0 mils.
2.4 INTERIOR PRIMERS
A. Interior Gypsum Board Primer: Factory- formulated latex -based primer for interior application.
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1. Pittsburgh Paints; 6 -2 Speedhide Interior Quick -Drying Latex Sealer. Applied at a dry film
thickness of not less than 1.0 mil.
2. Benjamin Moore; Moorcraft Super Spec Latex Enamel Undercoater Primer Sealer No. 253:
Applied at a dry film thickness of not less than 1.2 mils.
3. Kelly- Moore; 971 Acry-Prime Interior Latex Primer Sealer: Applied at a dry film thickness of
not less than 1.6 mils.
B. Interior Wood Primer for Acrylic Enamel and Semigloss Alkyd- Enamel Finishes: Factory- formulated
alkyd- or acrylic latex -based interior wood primer.
1. Pittsburgh Paints; 6 -855 Speedhide Latex Enamel Undercoater: Applied at a dry film thickness of
not less than 1.0 mil.
2. Benjamin Moore; Moorcraft Super Spec Alkyd Enamel Underbody and Primer Sealer No. 245:
Applied at a dry film thickness of not less than 1.5 mils.
3. Kelly- Moore; 975 Acry Plex Interior Latex Enamel Undercoat: Applied at a dry film thickness of
not less than 1.6 mils.
2.5 EXTERIOR FINISH COATS
A. Exterior Flat Acrylic Paint: Factory- formulated flat acrylic emulsion latex paint for exterior application.
1. Pittsburgh Paints; 6 -600 Series SpeedHide Exterior House Paint Flat Latex: Applied at a dry film
thickness of not less than 1.3 mils..
2. Benjamin Moore; Moorcraft Super Spec Flat Latex House Paint No. 171: Applied at a dry film
thickness of not less than 1.2 mils.
3. Kelly- Moore; 1205 Color Shield Exterior Flat Acrylic House Paint: Applied at a dry film
thickness of not less than 1.9 mils.
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PAINTING (PROFESSIONAL LINE PRODUCTS) 09912 4
Lindberg Smith Architects Horizon Building Clallam County
June 2011
1 B. Exterior Full -Gloss Acrylic Enamel for Ferrous and Other Metals: Factory- formulated full -gloss
waterborne acrylic -latex enamel for exterior application.
1. Pittsburgh Paints; 90- 300Series Pitt-Tech One Pack Interior/Exterior High Performance
Waterborne High Gloss DTM Acrylic Gloss Enamel: Applied at a dry film thickness of not less
than 3.0 mils.
2. Benjamin Moore; Moore's IMC Acrylic Gloss Enamel M28: Applied at a dry film thickness of
not less than 2.0 mils.
3. Kelly- Moore; 5780 DTM Acrylic Gloss Enamel: Applied at a dry film thickness of not less thn
1.7 mils.
1 2.6 INTERIOR FINISH COATS
A. Degree of glass to be confirmed with Owner's representative prior to paint acquisition.
1. Ferrous Metal: "Semi Gloss" gloss 35 -70 units.
2. Gypsum board in kitchen and toilet rooms: "Satin" gloss 25 -30 units.
3. Gypsum board at walls and ceilings: "Eggshell gloss 10 -25 units.
4. Wood with transparent finish: "Satin
1 B. Interior Eggshell Acrylic Paint: Factory- formulated eggshell acrylic emulsion latex paint for interior
application.
1. Pittsburgh Paints; 6 -70 Line SpeedHide Interior Wall Flat -Latex Paint: Applied at a dry film
2. thickness of not less than 1.0 mil.
Benjamin Moore; Moorecraft Super Spec Latex Flat No. 275: Applied at a dry film thickness of
not less than 1.2 mils.
3. Kelly- Moore; 450 Pro -Wall Interior Flat Latex Wall Paint: Applied at a dry film thickness of not
1 less than 1.8 mils.
C. Interior Satin Acrylic Enamel: Factory- formulated satin acrylic -latex enamel for interior application.
1 1. Pittsburg Paints; 6 -500 Series SpeedHide Interior Satin Latex: Applied at a dry film thickness of not
less than 1.0 mil.
1 2. Benjamin Moore; Moorecraft Super Spec Latex Satin Enamel No. 276: Applied at a dry film
thickness of not less than 1.2 mils.
3 Kelly- Moore; 1649 Acrylic -Latex Satin Enamel: Applied at a dry film thickness of not less than 1.7
mils.
4 Kelly- Moore; 1685 Dura -Poxy Satin Acrylic Enamel: Applied at a dry film thickness of not less than
1.5 mils.
111 2.7 INTERIOR WOOD STAINS AND VARNISHES
A. Open Grain Wood Filler: Factory- formulated paste wood filler applied at spreading rate recommended
by manufactures.
1. Pittsburg Paints; none required.
2. Benjamin Moore; Benwood Paste Wood Filler No. 238.
1 3. Kelly- Moore; none required.
B. Clear Sanding Sealer: Factory- formulated fast drying alkyd -based clear wood sealer applied at
spreading rate recommended by manufactures.
PAINTING (PROFESSIONAL LINE PRODUCTS) 09912 5
Lindberg Smith Architects Horizon Building Clallam County
June 2011
Paint 6-10 Speed Hide Quick-Dry Sanding
1. Pittsburgh s, 6 p Q ry g Sealer No. 413.
2. Benjamin Moore; Moore's Interior Wood Finishes Quick -Dry Sanding Sealer No. 413.
3. Kelly- Moore; 2164 E Z Sand Alkyd Q. D. Sealer. 1
C. Interior Alkyd- or Polyurethane -Based Clear Satin Varnish: Factory- formulated alkyd- or
polyurethane -based clear varnish.
1. Pittsburgh Paints; 77 -7 Rez Varnish, Interior Satin Oil Clear.
2. Benjamin Moore; Benwood Interior Wood Finishes Polyurethane Finishes Low Lustre No. 435.
3. Kelly- Moore; 2050 Kel -Aqua Stain Base. 1
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for
paint application. Comply with procedures specified in PDCA P4.
1. Proceed with paint application only after unsatisfactory conditions have been corrected and 1
surfaces receiving paint are thoroughly dry.
2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a
particular area. 1
13. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of
the total system for various substrates. On request, furnish information on characteristics of finish
materials to ensure use of compatible primers.
1. Notify Architect about anticipated problems when using the materials specified over substrates
1 primed by others.
3.2 PREPARATION
A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and
similar items already installed that are not to be painted. If removal is impractical or impossible because
of size or weight of the item, provide surface- applied protection before surface preparation and painting.
1. After completing painting operations in each space or area, reinstall items removed using workers
skilled in the trades involved.
B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could
impair bond of the various coatings. Remove oil and grease before cleaning.
1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not
fall on wet, newly painted surfaces.
C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written 1
instructions for each particular substrate condition and as specified.
1. Provide barrier coats over incompatible primers or remove and reprime. 1
2. Cementitious Materials: Prepare mineral -fiber- reinforced cement panel surfaces to be painted.
Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to
1
PAINTING (PROFESSIONAL LINE PRODUCTS) 09912 6
1
Lindberg Smith Architects Horizon Building Clallam County
June 2011
remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods
of surface preparation.
a. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If
surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this
condition before application. Do not paint surfaces if moisture content exceeds that
permitted in manufacturer's written instructions.
3. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum -based solvents so surface is
free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated
from coil stock by mechanical methods.
D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions.
1 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign
materials and residue.
2. Stir material before application to produce a mixture of uniform density. Stir as required during
application. Do not stir surface film into material. If necessary, remove surface film and strain
material before using.
3. Use only thinners approved by paint manufacturer and only within recommended limits.
1 E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of
same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient
differences in shade of undercoats to distinguish each separate coat.
3.3 APPLICATION
A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques
best suited for substrate and type of material being applied.
1. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to
formation of a durable paint film.
2.
3. Provide finish coats that are compatible with primers used.
The term "exposed surfaces" includes areas visible when permanent or built -in fixtures, grilles,
convector covers, covers for finned -tube radiation, and similar components are in place. Extend
1
4. coatings in these areas, as required, to maintain system integrity and provide desired protection.
Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces.
Before final installation of equipment, paint surfaces behind permanently fixed equipment or
furniture with prime coat only.
1
B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
1 prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.
1. The number of coats and film thickness required are the same regardless of application method.
Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If
sanding is required to produce a smooth, even surface according to manufacturer's written
instructions, sand between applications.
2. Omit primer over metal surfaces that have been shop primed and touchup painted.
3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats
until paint film is of uniform finish, color, and appearance. Give special attention to ensure that
edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to
that of flat surfaces.
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1 PAINTING (PROFESSIONAL LINE PRODUCTS) 09912 7
Lindberg Smith Architects Horizon Building Clallam County 1
June 2011
4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces
until paint has dried to where it feels firm, and does not deform or feel sticky under moderate
thumb pressure, and until application of another coat of paint does not cause undercoat to lift or
lose adhesion. 1
C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according
to manufacturer's written instructions.
1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for
surface or item being painted.
2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended by
manufacturer for material and texture required.
3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer
for material and texture required.
D. i Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended
spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire
system as recommended by manufacturer. 1
E. I Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to
material that is required to be painted or finished and that has not been prime coated by others. Recoat
primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to
ensure a finish coat with no burn- through or other defects due to insufficient sealing.
F. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque
surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush
marks, runs, sags, ropiness, or other surface imperfections will not be acceptable.
G. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or
repaint work not complying with requirements.
3.4 CLEANING
1
A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint
materials from Project site.
1. After completing painting, clean glass and paint- spattered surfaces. Remove spattered paint by
washing and scraping without scratching or damaging adjacent finished surfaces.
3.5 PROTECTION 1
A. Protect work of other trades, whether being painted or not, against damage from painting. Correct
damage by cleaning, repairing or replacing, and repainting, as approved by Architect.
B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations,
remove temporary protective wrappings provided by others to protect their work.
1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces.
Comply with procedures specified in PDCA P1.
END OF SECTION 09912
1
PAINTING (PROFESSIONAL LINE PRODUCTS) 09912 8
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