HomeMy WebLinkAboutPROJECT MANUAL - 19-00627 - 387 S 4th E - Church Ramp RemodelPROJECT MANUAL
For the Construction of:
Rostrum Ramp Remodel
Rexburg 6 , 10 Wards &
Rexburg I daho East Stake
Rexburg , Idaho
October 201 9
990 John Adams Parkway, P.O. Box 2212, Idaho Falls, Idaho 83403 -2212
Telephone:(208) 522-8779/Fax:(208) 522 -8785/Email:nbw@nbwarchitects.com
INTRODUCTORY INFORMATION
Project Manual
for
Rostrum Ramp Remodel
Rexburg 6, 10 Wards &
Rexburg Idaho East Stake
Rexburg, Idaho
Church Property #512-4549
Architect Project #17058
October 2019
Architect NBW Architects, P.A.
990 John Adams Parkway
P.O. Box 2212
Idaho Falls, ID 83403-2212
Telephone: 208-522-8779
Fax: 208-522-8785
Table of Contents - 1 - Document 00 0110
T A B L E o f C O N T E N T S
PROCUREMENT AND CONTRACTING REQUIREMENTS
GROUP
INTRODUCTORY INFORMATION
00 0000 I N T R O D U C T I O N
00 0101 PROJECT TITLE PAGE
00 0110 TABLE OF CONTENTS
PROCUREMENT REQUIREMENTS SUBGROUP
00 1000 S O L I C I T A T I O N
00 1116 INVITATION TO BID
00 2000 I N S T R U C T I O N S FOR P R O C U R E M E N T
00 2113 INSTRUCTIONS TO BIDDERS
00 4000 P R O C U R E M E N T F O R M S AND S U P P L E M E N T S
00 4113 PROPOSED SUBCONTRACTOR FORM
00 4500 R E P R E S E N T A T I O N S AND C E R T I F I C A T I O N S
CONTRACTING REQUIREMENTS SUBGROUP
00 7000 C O N D I T I O N S O F T H E C O N T R A C T
00 7213 CONTRACTOR BID PROPOSAL AND R&I PROJECT AGREEMENT
00 7301 SUPPLEMENTARY CONDITIONS
SPECIFICATIONS GROUP
GENERAL REQUIREMENTS SUBGROUP
D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S
01 1000 SUMMARY
01 1100 SUMMARY OF WORK
Table of Contents - 2 - Document 00 0110
01 1200 MULTIPLE CONTRACT SUMMARY
01 1400 WORK RESTRICTIONS
01 2100 ALLOWANCES
01 3000 ADMINISTRATIVE REQUIREMENTS
01 3100 PROJECT MANAGEMENT AND COORDINATION
01 3300 SUBMITTAL PROCEDURES
01 3500 SPECIAL PROCEDURES
01 4000 QUALITY REQUIREMENTS
01 4000 QUALITY REQUIREMENTS
01 4301 QUALITY ASSURANCE - QUALIFICATIONS
01 4523 TESTING AND INSPECTION SERVICES
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 6000 PRODUCT REQUIREMENTS
01 6100 COMMON PRODUCT REQUIREMENTS
01 6200 PRODUCT OPTIONS
01 6400 OWNER-FURNISHED PRODUCTS
01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS
01 7400 CLEANING AND WASTE MANAGEMENT
01 7700 CLOSEOUT PROCEDURES
01 7800 CLOSEOUT SUBMITTALS
FACILITY CONSTRUCTION SUBGROUP
D I V I S I O N 02 E X I S T I N G C O N D I T I O N S
02 4000 D E M O L I T I O N A N D S T R U C T U R E M O V I N G
02 4113 SELECTIVE SITE DEMOLITION
D I V I S I O N 03 THROUGH 04: NOT USED
D I V I S I O N 05: M E T A L S
05 0500 C O M M O N W O R K R E S U L T S O F M E T A L S
05 0523 METAL FASTENINGS
05 5000 M E T A L F A B R I C A T I O N S
05 5215 STAINLESS STEEL HANDRAILS
05 5871 METAL BRACKETS
D I V I S I O N 06: W O O D, P L A S T I C S, A N D C O M P O S I T E S
Table of Contents - 3 - Document 00 0110
06 0500 C O M M O N W O R K R E S U L T S O F W O O D, P L A S T I C S, A N D C O M P O S I T E S
06 0573 PRESERVATIVE WOOD TREATMENT
06 1000 R O U G H C A R P E N T R Y
06 1011 WOOD FASTENINGS
06 1100 WOOD FRAMING
06 1636 WOOD PANEL PRODUCT SHEATHING
06 2000 F I N I S H C A R P E N T R Y
06 2001 COMMON FINISH CARPENTRY REQUIREMENTS
06 4000 A R C H I T E C T U R A L W O O D W O R K
06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS
06 4115 ROSTRUM CASEWORK
06 4216 FLUSH WOOD PANELING
06 4512 ARCHITECTURAL WOODWORK WOOD TRIM
D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N
07 9000 J O I N T P R O T E C T I O N
07 9213 ELASTOMERIC JOINT SEALANTS
D I V I S I O N 08: NOT USED
D I V I S I O N 09: F I N I S H E S
09 6000 F L O O R I N G
09 6816 SHEET CARPET: BACK CUSHION, DIRECT GLUE
09 9000 P A I N T S A N D C O A T I N G S
09 9001 COMMON PAINTING AND COATING REQUIREMENTS
09 9324 INTERIOR CLEAR-FINISHED HARDWOOD
D I V I S I O N 10 THROUGH 49: NOT USED
END OF TABLE OF CONTENTS
B L A N K P A G E
PROCUREMENT REQUIREMENTS
Bidding Requirements for R & I Project US 150527 Page 1 of 5
I N V I T A T I O N T O B I D (U.S.)
1. CONTRACTORS INVITED TO BID THE PROJECT:
To be Determined
2. PROJECT:
Rostrum Ramp Remodel Rexburg 6, 10 Wards &
Rexburg ID East Stake Rexburg, Idaho
3. LOCATION:
387 South 4th East
Rexburg, Idaho 83440
4. OWNER:
Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole
c/o Rexburg Idaho FM Group
631 North 2nd East, Ste. #4 Rexburg, Idaho 83440
5. CONSULTANT:
NBW Architects, P.A.
990 John Adams Parkway P.O. Box 2212
Idaho Falls, Idaho 83403
6. DESCRIPTION OF PROJECT:
A. Remodel existing rostrum and recarpet rostrum.
B. Products or systems may be provided under a Value Managed Relationship (VMR) the Owner has negotiated with the supplier. VMR products and systems are indicated as such in
the Specifications.
7. TYPE OF BID: Bids will be on a lump-sum basis. Segregated bids will not be accepted.
8. TIME OF SUBSTANTIAL COMPLETION: The time limit for substantial completion of this work will be 45 calendar days and will be as noted in the Agreement.
9. BID OPENING: Sealed bids will be received at a time and place to be announced. Bids will be
publicly opened at a time and place to be announced.
10. BIDDING DOCUMENTS:
A. Bidding Documents may be examined at the following plan room locations: 1) McGraw Hill Construction Website: construction.com/dodge
2) Mountainlands Area Plan Room
583 W 3560 S, Suite 4 Salt Lake City, UT 84115
Bidding Requirements for R & I Project US 150527 Page 2 of 5
Phone: (801)288-9136
Fax: (801)288-1184
B. Bidding Documents are available to invited Contractors with a deposit of $25.00 per set. Deposit will be refunded if documents are returned complete and in good condition within five
days of bid opening.
11. BIDDER’S QUALIFICATIONS: Bidding by the Contractors will be by invitation only.
12. OWNER’S RIGHT TO REJECT BIDS: Owner reserves the right to reject any or all bids and to waive any irregularity therein.
END OF DOCUMENT
Bidding Requirements for R & I Project US 150527 Page 3 of 5
I N S T R U C T I O N S T O B I D D E R S (U.S.)
1. DOCUMENTS:
A. Bidding Documents include Bidding Requirements and proposed Contract Documents.
Proposed Contract Documents consist of: 1) Contractor’s Bid Proposal and R & I Project Agreement (U.S.)
2) Other documents included by reference 3) Addenda.
B. Bidding Requirements are those documents identified as such in proposed Project Manual.
C. Addenda are written or graphic documents issued prior to execution of the Contract which
modify or interpret the Bidding Documents. They become part of the Contract Documents as noted in the Contractor’s Bid Proposal and R & I Project Agreement (U.S.) upon
execution of the Agreement by Owner.
2. BIDDER'S REPRESENTATIONS:
A. By submitting a bid proposal, bidder represents that 1) Bidder has carefully studied and compared Bidding Documents with each other.
Bidder understands the Bidding Documents and the bid is fully in accordance with the requirements of those documents,
2) Bidder has thoroughly examined the site and any building located thereon, has become familiar with local conditions which might directly or indirectly affect contract
work, and has correlated its personal observations with requirements of proposed Contract Documents, and
3) Bid is based on materials, equipment, and systems required by Bidding Documents without exception.
3. BIDDING DOCUMENTS:
A. Copies
1) Owner will provide the Bidding Documents as set forth in the Invitation to Bid. 2) Partial sets of Bidding Documents will not be issued.
B. Interpretation or Correction of Bidding Documents
1) Bidders will request interpretation or correction of any apparent errors, discrepancies, and omissions in the Bidding Documents.
2) Corrections or changes to Bidding Documents will be made by written Addenda.
C. Substitutions and Equal Products 1) Equal products may be approved upon compliance with Contract Document
requirements. 2) Base bid only on materials, equipment, systems, suppliers or performance qualities
specified in the Bidding documents. 3) Where a specified product is identified as a "quality standard", products of other
manufacturers that meet the performance, properties, and characteristics of the specified "quality standard" may be used without specific approval as a substitute.
D. Addenda. Addenda will be sent to bidders and to locations where Bidding Documents are on
file no later than one week prior to bid opening or by fax no later than 48 hours prior to bid opening.
4. BIDDING PROCEDURES:
A. Form and Style of Bids
Bidding Requirements for R & I Project US 150527 Page 4 of 5
1) Use Owner’s Bid Form titled “Contractor’s Bid Proposal and R & I Project Agreement
(U.S.)”. 2) Bid will be complete and executed by authorized representative of Bidder.
3) Do not delete from or add to the information requested on bid form.
B. Submission of Bids 1) Submit bid in sealed opaque envelope containing only bid form.
2) It is bidder's sole responsibility to see that its bid is received at or before the specified time. Bids received after specified bid opening time may be returned to bidders
unopened. 3) No oral, facsimile transmitted, telegraphic, or telephonic bids, modifications, or
cancellations will be considered.
C. Modification or Withdrawal of Bid 1) Bidder guarantees there will be no revisions or withdrawal of bid amount for 45 days
after bid opening. 2) Prior to bid opening, bidders may withdraw bid by written request or by reclaiming bid
envelope. 3) Prior to bid opening, bidder may mark and sign on the sealed envelope that bidder
acknowledges any or all Addenda.
5. CONSIDERATION OF BIDS:
A. Opening Of Bids - See Invitation To Bid.
B. Acceptance Of Bid 1) No bidder will consider itself under contract after opening and reading of bids until
Owner accepts Contractor’s Bid Proposal by executing same. 2) Bidder's past performance, organization, subcontractor selection, equipment, and
ability to perform and complete its contract in manner and within time specified, together with amount of bid, will be elements considered in award of contract.
6. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR:
A. Agreement form will be “Contractor’s Bid Proposal and R & I Project Agreement (U.S.)”
provided by Owner.
7. MISCELLANEOUS:
A. Pre-Bid Conference. A pre-bid conference may be held at a time and place to be announced.
B. Examination Schedule for Existing Building and Site
1) Site may be examined at the pre-bid conference.
END OF DOCUMENT
Bidding Requirements for R & I Project US 150527 Page 5 of 5
CONSTRUCTION MATERIAL ASBESTOS STATEMENT (U.S.)
Building Name:
Building Plan Type:
Building Address:
Building Owner: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole.
Project Number:
Completion Date:
As PROJECT CONSULTANT and principal in charge; based on my best knowledge, information,
inspection, and belief; I certify that on the above referenced Project, no asbestos-containing building
materials were specified in the construction documents or given approval in shop drawings or submittals.
Project Consultant and Principal in Charge (signature) Date Company Name
As GENERAL CONTRACTOR in charge of construction; based on my best knowledge, information,
inspection, and belief; I affirm that on the above-referenced Project, no asbestos-containing building
materials were used in the construction.
General Contractor (signature) Date Company Name
CON-FSU-0090-US Rev C 13 July 2010 Page 1 of 1
SUBCONTRACTORS AND MAJOR MATERIALS SUPPLIERS LIST
Project Name: ____________________________________ Date:________________________
Stake: __________________________________________ Project No: ___________________
General Contractor: _____________________________________________________________
General Contractor is to provide the names of the following subcontractors and suppliers to the
Church Project Manager immediately following the bid opening:
VMR SUBCONTRACTORS
Other _________________________________________________________________________
SUBCONTRACTORS AND SUPPLIERS
Framing _______________________________________________________________________
Millwork ______________________________________________________________________
Painting _______________________________________________________________________
HVAC _________________________________________________________________________
Electrical ______________________________________________________________________
CONTRACTING REQUIREMENTS
Contractor Bid Proposal and R & I Project Agreement US 150527 Page 1 of 6
CONTRACTOR BID PROPOSAL AND
R & I PROJECT AGREEMENT (U.S.)
Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole,
(“Owner”) and the undersigned Contractor (“Contractor”) enter into this Contractor Bid Proposal and R & I Project
Agreement (U.S.) (“Agreement”) and agree as follows:
1. Property/Project.
Property/Project Number: 512-4549
Property Address (“Project Site”): 387 South 4th East, Rexburg, Idaho 83440
Project Type: Rostrum Remodel
Project Name (“Project”): Rexburg 6, 10, Wards &
Stake Name: Rexburg ID East Stake
2. Scope of the Work. Contractor will furnish all labor, materials, and equipment necessary to complete the Work in accordance with the Contract Documents. The Work is all labor, materials, equipment, construction,
and services required by the Contract Documents.
3. Contract Documents. Contract Documents consist of:
a. This Agreement;
b. Supplementary Conditions R & I Project Agreement (U.S.) ; c. The Specifications (Division 01 and Divisions ); d. Drawings entitled and dated ;
e. Addendum No. _________________ and dated _______________________; and f. All written Field Changes, written Construction Change Directives and written Change Orders when
prepared and signed by Owner and Contractor.
4. Compensation. Owner will pay Contractor for performance of Contractor’s obligations under the Contract Documents the sum of ____________________________________________________________ Dollars
($________________________).
5. Payment.
a. If the Contractor’s Bid Proposal Amount is over $100,000, Contractor will submit to Owner a schedule of
values which allocates the Contractor’s Bid Proposal Amount to various portions of the Work. This schedule, when accepted by Owner will be used as a basis for reviewing Contractor’s payment requests.
b. Not more than once each month, Contractor will submit a payment request to Owner. Owner will pay Contractor for work completed within thirty (30) days after Owner receives:
1) Contractor’s payment request for work to date;
2) a certification by Contractor that Contractor has paid for all labor, materials, and equipment relating to the Work covered by prior payment requests and that Contractor will pay for all labor, materials, and equipment relating to the Work covered by the current payment request; and
3) releases of all mechanics’ liens and claims of subcontractors, laborers, or material suppliers who supplied labor and/or materials for the Work covered by the payment request.
4) updated Construction Schedule. c. Owner may modify or reject the payment request if, in Owner’s opinion, the Work for which payment is
requested is not acceptable or is less complete than represented on the payment request.
6. Extras and Change Orders. Owner may order changes in the Work by altering, adding to, or deducting from
the Work. In the event of such a change, Contractor’s compensation and/or the time of completion will be
adjusted to reflect the change. Contractor will not commence work on any change until either: (a) Contractor and Owner have agreed in writing to the amount of the adjustment resulting from the change; or (b) Owner has issued a written order for the change acknowledging that there is a dispute regarding the compensation
adjustment relating to the change. If Contractor proceeds with a change in the Work without complying with the preceding sentence, Contractor agrees that it will not be entitled to any additional compensation for such
change.
Contractor Bid Proposal and R & I Project Agreement US 150527 Page 2 of 6
7. Correction of Work. Contractor will promptly correct, at its own expense,
a. any portion of the Work which 1) fails to conform to the requirements of the Contract Documents, or
2) is rejected by the Owner as defective or because it is damaged or rendered unsuitable during installation or resulting from failure to exercise proper protection.
b. any defects due to faulty materials, equipment, or workmanship which appear within a period of one year from the date of Substantial Completion or within such longer period of time as may be pre-scribed by law
or the terms of any applicable special warranty required by the Contract Documents.
8. Time of Completion. Contractor will complete the Work and have it ready for Owner’s inspection within forty-
five (45) calendar days from Notice to Proceed issued by Owner. Time is of the essence. If Contractor is delayed at any time in the progress of the Work by any act or neglect of Owner, or by changes in the Work, or
by strikes, lockouts, unusual delay in transportation, unavoidable casualties, or acts of nature beyond
Contractor’s control, then the time for completion will be extended by the time that completion of the Work is
delayed. However, Contractor expressly waives any damages for any such delays other than those delays willfully caused by Owner.
9. Permits, Surveys, and Taxes. Contractor will obtain and pay for all permits and licenses, and also pay any applicable taxes. Contractor will also obtain and pay for any surveys it needs to perform the Work. Contractor
will conform to all ordinances and covenants governing the Project Site and/or Work.
10. Compliance with Laws. Contractor will comply with all applicable laws, ordinances, rules, regulations, and
orders of any public authorities relating to performance of the Work.
11. Payment of Subcontractors and Materialmen. Contractor will promptly pay for all labor, materials, and
equipment used to perform the Work.
12. Contractor’s Insurance. Prior to performing any work, Contractor will obtain and maintain during the term of
this Agreement the following insurance: a. Workers Compensation Insurance.
b. Employers Liability Insurance with minimum limits of the greater of $500,000 E.L. each accident, $500,000
E. L. disease-each employee, $500,000 E.L. disease-policy limit or as required by the law of the state in
which the Project is located.
c. Commercial General Liability Insurance – ISO Form CG 00 01 (12/07) or equivalent Occurrence policy
which will provide primary coverage to the additional insureds (the Owner and the Architect) in the event of
any Occurrence, Claim, or Suit with:
1) Limits of the greater of: Contractor’s actual coverage amounts or the following:
a) $2,000,000 General Aggregate;
b) $2,000,000 Products - Comp/Ops Aggregate;
c) $1,000,000 Personal and Advertising Liability;
d) $1,000,000 Each Occurrence; and
e) $50,000 Fire Damage to Rented Premises (Each Occurrence)
2) Endorsements attached to the General Liability policy including the following or their equivalent:
a) ISO Form CG-25-03 (05/09), Amendment of Limits of Insurance (Designated Project or Premises)
describing the Agreement and specifying limits as shown above.
b) ISO Form CG 20 10 (07/04), Additional Insured – Owners, Lessees, Or Contractors (Form B),
naming Owner and Architect as additional insureds.
d. Automobile Liability Insurance, with:
1) Combined Single Limit each accident in the amount of $500,000 or Contractor’s actual coverage,
whichever is greater; and
2) Coverage applying to "Any Auto" or its equivalent.
Contractor will provide evidence of these insurance coverages to Owner by providing an ACORD 25
(2010/05) Form or its equivalent: (1) listing Owner as the Certificate Holder and Additional Insured on the
Contractor Bid Proposal and R & I Project Agreement US 150527 Page 3 of 6
general liability and any excess liability policies, (2) listing the insurance companies providing coverage (all companies listed must be rated in A.M. Best Company Key Rating Guide-Property-Casualty and each
company must have a rating of B+ Class VII or higher), (3) attaching the endorsements set forth above for the Certificate of Liability Insurance, and (4) bearing the name, address and telephone number of the producer
and signed by an authorized representative of the producer. (The signature may be original, stamped, or electronic.) Notwithstanding the foregoing, Owner may, in writing and at its sole discretion, modify these
insurance requirements.
13. Independent Contractor Relationship. The parties expressly agree that Contractor is not an agent or
employee of Owner but is an independent contractor solely responsible for all expenses relating to
Contractor’s business.
14. Comply with Intellectual Property Rights of Others. Contractor represents and warrants that no Work (with its means, methods, goods, and services attendant thereto), provided to Owner will infringe or violate
any right of any third party and that Owner may use and exploit such Work, means, methods, goods, and services without liability or obligation to any person or entity (specifically and without limitation, such Work,
means, methods, goods, and services will not violate rights under any patent, copyright, trademark, or other intellectual property right or application for the same).
15. Confidentiality / Property Rights.
a. Owner will retain ownership and intellectual property rights in all plans, designs, drawings, documents, concepts, and materials provided by or on behalf of Owner to Contractor and to all work products of
Contractor for or relative to Work performed under this Agreement, such products, services, and Work of Contractor constituting works made for hire. Contractor will not reuse any portions of such items provided
by Owner or developed by Contractor for Owner pursuant to this Agreement, or disclose any such items
to any third party without the prior written consent of Owner. Owner may withhold its consent in its’
absolute discretion. b. In addition, Contractor shall ensure that Contractor, Subcontractors, and the employees, agents and
representatives of Contractor and its Subcontractors maintain in strict confidence, and shall use and disclose only as authorized by Owner all Confidential Information of Owner that Contractor receives in
connection with the performance of this Agreement. Notwithstanding the foregoing, Contractor may use and disclose any information to the extent required by an order of any court or governmental authority,
but only after it has notified Owner and Owner has had an opportunity to obtain reasonable protection for
such information in connection with such disclosure. For purposes of this Agreement, “Confidential
Information” means: 1) The name or address of any affiliate, customer or contractor of Owner or any information concerning
the transactions of any such person with Owner; 2) Any information relating to contracts, agreements, business plans, budgets or other financial
information of Owner to the extent such information has not been made available to the public by the Owner; and
3) Any other information that is marked or noted as confidential by the Owner at the time of its disclosure.
16. Ownership and Use of Renderings and Photographs. Renderings representing the Work are the property
of Owner. All photographs of the Work, whether taken during performance of the Work or at completion, are the property of the Owner. The Owner reserves all rights including copyrights to renderings and photographs
of the Work. No renderings or photographs shall be used or distributed without written consent of the Owner.
17. Public Statements Regarding Work or Property. Contractor will not make any statements or provide any
information to the media about the Work or Property without the prior written consent of Owner. If Contractor receives any requests for information from media, Contractor will refer such requests to Owner.
18. No Commercial Use of Transaction or Relationship.
a. Without the prior written consent of Owner, which Owner may grant or withhold in its sole discretion, neither Contractor nor Contractor’s affiliates, officers, directors, agents, representatives, shareholders,
members, Subcontractors, or employees shall make any private commercial use of their relationship to Owner or the Work or Property, including, without limitation:
1) By referring to this Agreement, Owner, or the Work or Property verbally or in any sales, marketing or
Contractor Bid Proposal and R & I Project Agreement US 150527 Page 4 of 6
other literature, letters, client lists, press releases, brochures or other written materials except as may
be necessary for Contractor to perform Contractor’s obligations under the terms of this Agreement;
2) By using or allowing the use of any photographs of the Work or any part thereof, or of any service marks, trademarks or trade names or other intellectual property now or which may hereafter be
associated with, owned by or licensed by Owner in connection with any service or product; or 3) By contracting with or receiving money or anything of value from any person or commercial entity to
facilitate such person or entity obtaining any type of commercial identification, advertising or visibility in connection with the Work or Property.
b. Notwithstanding the foregoing, Contractor may include a reference to Owner and the services and equipment provided under this Agreement in a professional résumé or other similar listing of Contractor’s
references without seeking Owner’s written consent in each instance; provided, that such reference to Owner, the services and equipment is included with at least several other similar references and is given
no more prominence than such other references.
19. Indemnity and Hold Harmless.
a. Contractor will indemnify and hold harmless Owner and Owner's representatives, employees, agents, architects, and consultants from and against any and all claims, damages, liability, demands, costs,
judgments, awards, settlements, causes of action, losses and expenses (collectively “Claims” or “Claim”), including but not limited to attorney fees, consultant fees, expert fees, copy costs, and other costs and
expenses, arising out of or resulting from performance of the Work, attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of real or personal property, including loss of use resulting
therefrom, except to the extent that such liability arises out of the negligence of Owner, its representatives, agents, and employees. This indemnity includes, without limitation, indemnification of
Owner from all losses or injury to Owner’s property, except to the extent that such loss or injury arises out of the negligence of Owner, its representatives, agents, and employees. This indemnity applies, without
limitation, to include Claims occurring both during performance of the Work and/or subsequent to completion of the Work. In the event that any Claim is caused in part by a party indemnified hereunder,
that party will bear the cost of such Claim to the extent it was the cause thereof. In the event that a claimant asserts a Claim for recovery against any party indemnified hereunder, the party indemnified
hereunder may tender the defense of such Claim to Contractor. If Contractor rejects such tender of defense and it is later determined that the negligence of the party indemnified hereunder did not cause all
of the Claim, Contractor will reimburse the party indemnified hereunder for all costs and expenses incurred by that party in defending against the Claim. Contractor will not be liable hereunder to indemnify
any party for damages resulting from the sole negligence of that party. b. In addition to the foregoing, Contractor will be liable to defend Owner in any lawsuit filed by any Subcon-
tractor relating to the Project. Where liens have been filed against Owner's property, Contractor (and/or its bonding company which has issued bonds for the Project) will obtain lien releases and record them in
the appropriate county and/or local jurisdiction and provide Owner with a title free and clear from any liens of Subcontractors. In the event that Contractor and/or its bonding company are unable to obtain a lien
release, Owner in its absolute discretion may require Contractor to provide a bond around the lien or a bond to discharge the lien, at Contractor's sole expense.
c. In addition to the foregoing, Contractor will indemnify and hold Owner harmless from any claim of any other contractor resulting from the performance, nonperformance or delay in performance of the Work by
Contractor. d. The indemnification obligation herein will not be limited by a limitation on the amount or type of damages,
compensation or benefits payable by or for Contractor or a Subcontractor under worker's compensation acts, disability benefit acts, or other employee benefit acts.
20. Resolution of Disputes. In the event there is any dispute arising under the Contract Documents which cannot be resolved by agreement between the parties, either party may submit the dispute with all
documentation upon which it relies to Director of Architecture, Engineering, and Construction, 50 East North Temple, Salt Lake City, Utah 84150, who will convene a dispute resolution conference within thirty (30) days.
The dispute resolution conference will constitute settlement negotiations and any settlement proposal made pursuant to the conference will not be admissible as evidence of liability. In the event that the parties do not
resolve their dispute pursuant to the dispute resolution conference, either party may commence legal action to resolve the dispute. Any such action must be commenced within six (6) months from the first day of the
dispute resolution conference or be time barred. Submission of the dispute to the Director as outlined above
Contractor Bid Proposal and R & I Project Agreement US 150527 Page 5 of 6
is a condition precedent to the right to commence legal action to resolve any dispute. In the event that either party commences legal action to adjudicate any dispute without first submitting the dispute to the Director, the
other party will be entitled to obtain an order dismissing the litigation without prejudice and awarding such other party any costs and attorneys fees incurred by that party in obtaining the dismissal, including without
limitation copy costs, and expert and consultant fees and expenses.
21. Termination of Agreement by Contractor. In the event Owner materially breaches any term of the Contract Documents, Contractor will promptly give Written Notice of the breach to Owner. If Owner fails to cure the
breach within ten (10) days of the Written Notice, Contractor may terminate this Agreement by giving Written Notice to Owner and recover from Owner the percentage of the Contract Sum represented by the Work
completed on the Project site as of the date of termination together with any out of pocket loss Contractor has sustained with respect to materials and equipment as a result of the termination prior to completion of the
Work, less any offsets. Contractor will not be entitled to unearned profits or any other compensation or damages as a result of the termination and hereby waives any claim therefor. Contractor will provide to
Owner all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. Without limitation, Contractor’s indemnities and
obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder.
22. Termination of Agreement by Owner for Cause. Should Contractor make a general assignment for the benefit of its creditors, fail to apply enough properly skilled workmen or specified materials to properly
prosecute the Work in accordance with Contractor’s schedule, or otherwise materially breach any provision of the Contract Documents, then Owner may, without any prejudice to any other right or remedy, give Contractor
Written Notice thereof. If Contractor fails to cure its default within ten (10) days, Owner may terminate this Agreement by giving Written Notice to Contractor, take possession of the premises and all materials, tools,
and appliances thereon, and finish the Work by whatever method Owner deems expedient. In such case, Contractor will not be entitled to receive any further payment until the Work is finished. If the unpaid balance
of the Contract Sum exceeds the expense of finishing the Work, including compensation for additional administrative, architectural, consultant, and legal services (including without limitation attorneys fees, expert
fees, copy costs, and other expenses), such excess will be paid to Contractor, less any offsets and recoupment. If such expense exceeds the unpaid balance, Contractor will pay the difference to Owner.
Contractor will provide to Owner all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. Without limitation,
Contractor’s indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder.
23. Termination of Agreement by Owner for Convenience. Notwithstanding any other provision contained in the Contract Documents, Owner may, without cause and in its absolute discretion, terminate this Agreement
at any time. In the event of such termination, Contractor will be entitled to recover from Owner the percentage of the Contract Sum equal to the percentage of the Work which Owner and/or its architect
determines has been completed on the Project site as of the date of termination together with any out of pocket loss Contractor has sustained with respect to materials and equipment as a result of the termination
prior to completion of the Work, less any offsets and recoupment. Contractor will not be entitled to unearned profits or any other compensation as a result of the termination and hereby waives any claim therefor.
Contractor will provide to Owner all warranty, as built, inspection, and other close out documents as well as
materials that Contractor has in its possession or control at the time of termination. Owner may, in Owner’s
sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor. Without limitation, Contractor’s indemnities and obligations as well as all warranties relative to Work provided through
the date of termination survive a termination hereunder.
24. Assignment of Contract. The parties hereto will not assign any rights or obligations under this Agreement
without the prior written consent of the other party.
25. Integration Clause. The Contract Documents reflect the full agreement of the parties with respect to the
Project and the Work and supersede all prior discussions, agreements, and representations regarding the subject matter of the Contract Documents. The Contract Documents may be amended only in a written
document signed by both parties hereto.
Contractor Bid Proposal and R & I Project Agreement US 150527 Page 6 of 6
26. Applicable Law. The parties acknowledge that the Contract Documents have substantial connections to the State of Utah. The Contract Documents will be deemed to have been made, executed, and delivered in Salt
Lake City, Utah. To the maximum extent permitted by law, (i) the Contract Documents and all matters related to their creation and performance will be governed by and enforced in accordance with the laws of the State
of Utah, excluding conflicts of law rules, and (ii) all disputes arising from or related to the Contract Documents will be decided only in a state or federal court located in Salt Lake City, Utah and not in any other court or
state. Toward that end, the parties hereby consent to the jurisdiction of the state and federal courts located in Salt Lake City, Utah and waive any other venue to which they might be entitled by virtue of domicile, habitual
residence, place of business, or otherwise.
27. Enforcement. In the event either party commences legal action to enforce or rescind any term of the Contract
Documents, the prevailing party will be entitled to recover its attorneys fees and costs, including without limitation all copy costs and expert and consultant fees and expenses, incurred in that action and on all
appeals, from the other party.
28. Bid Proposal/Agreement. Contractor’s submission to Owner of this agreement signed by Contractor will
constitute Contractor’s offer and bid proposal to perform the Work described in this agreement according to
the terms thereof. Owner’s signing of this agreement and delivery to Contractor of a signed copy will
constitute acceptance of Contractor’s offer and will convert this document to a binding agreement.
29. Effective Date. The effective date of this Agreement is the date indicated by the Owner’s signature.
OWNER: CONTRACTOR:
Corporation of the Presiding Bishop of
The Church of Jesus Christ of Latter-day Saints,
a Utah corporation sole.
(company)
Signature: Signature:
Print Name: Print Name:
Title: Title:
Address:
Meetinghouse Project Management Office
50 E. North Temple Street, 4WW
Salt Lake City, UT 84150-0304
Address:
Telephone No: Telephone No:
Facsimile No: 801-240-4956 Facsimile No:
Email: Email:
Effective Date: Fed. I.D. or SSN:
License No:
Reviewed By: Date Signed:
Supplementary Conditions for Contractor Bid Proposal and R & I Project Agreement US 150619 Page 1 of 1
S U P P L E M E N T A R Y C O N D I T I O N S
FOR CONTRACTOR BID PROPOSAL AND R & I PROJECT AGREEMENT (U.S.)
ITEM 1 - GENERAL
1. Conditions of the Contract apply to each Division of the Specifications.
2. Provisions contained in Division 01 apply to all Divisions of the Specifications.
END OF DOCUMENT
SPECIFICATIONS
Table of Contents - 1 - 01 0000
D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S
01 1000 SUMMARY
01 1100 SUMMARY OF WORK 01 1200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 01 2100 ALLOWANCES
01 3000 ADMINISTRATIVE REQUIREMENTS
01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES
01 4000 QUALITY REQUIREMENTS
01 4000 QUALITY REQUIREMENTS 01 4301 QUALITY ASSURANCE - QUALIFICATIONS
01 4523 TESTING AND INSPECTION SERVICES
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 6000 PRODUCT REQUIREMENTS
01 6100 COMMON PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 01 6400 OWNER-FURNISHED PRODUCTS 01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS
01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS
END OF TABLE OF CONTENTS
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DIVISION 01
SECTION 01 0000
GENERAL REQUIREMENTS: R&I PROJECT
01 1000 SUMMARY
01 1200 MULTIPLE CONTRACT SUMMARY
01 1400 WORK RESTRICTIONS
01 2100 ALLOWANCES
01 3000 ADMINISTRATIVE REQUIREMENTS
01 3100 PROJECT MANAGEMENT AND COORDINATION
01 3300 SUBMITTAL PROCEDURES
01 3500 SPECIAL PROCEDURES
01 4000 QUALITY REQUIREMENTS
01 4301 QUALITY ASSURANCE – QUALIFICATIONS
01 4523 TESTING AND INSPECTING SERVICES
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 6100 PRODUCT REQUIREMENTS
01 6200 PRODUCT OPTIONS
01 6400 OWNER-FURNISHED PRODUCTS
01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
01 7000 EXECUTION REQUIREMENTS
01 7400 CLEANING AND WASTE MANAGEMENT
01 7700 CLOSEOUT PROCEDURES
01 7800 CLOSEOUT SUBMITTALS
SECTION 01 1000 SUMMARY
A. Provisions contained in Division 01 apply to all other sections and divisions of Specifications. All instructions contained in Specifications are directed to Contractor. Unless specifically provided otherwise, all obligations
set forth in Specifications are obligations of Contractor.
B. Comply with applicable laws and regulations.
C. Owner may provide furnishings and/or equipment for Project. Contractor will receive, store, and protect such items on site until the date Owner accepts Project.
D. Work by Owner: Owner will furnish and install some portions of the Work with its own forces. Complete the Work necessary to accommodate the Work to be performed by Owner before scheduled date for performance
of such Work.
SECTION 01 1200 MULTIPLE CONTRACT SUMMARY
A. Separate Contracts may be issued by Owner for performance of certain construction operations at Project site. Contractor will afford other contractors reasonable opportunity to place and store their materials and
equipment on site and to perform their work and will properly connect and coordinate its work with theirs where applicable.
SECTION 01 1400 WORK RESTRICTIONS
A. During construction period, Contractor will have use of premises for construction operations. Contractor will
ensure that Contractor, its employees, subcontractors, and employees comply with following requirements: 1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site
beyond Contract limits. 2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project Site.
3. Do not allow use of tobacco in any form on Project Site. 4. Do not allow pornographic or other indecent materials on site.
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5. Do not allow work on Project Site on Sundays except for emergency work. 6. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing
The Work. 7. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious
clothing, while on Project Site. 8. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music
within existing facilities. 9. Do not build fires on Project Site.
10. Do not allow weapons on Project Site, except those carried by law enforcement officers and/or other uniformed security personnel who have been retained by Owner or Contractor to provide security
services.
B. Existing Facilities:
1. If Owner will occupy existing building, reasonably accommodate use of existing facilities by Owner.
SECTION 01 2100 ALLOWANCES
A. Include following Cash Allowances in bid:
1. Sound System Work. a. Allow $5,000.00. b. General Contractor shall contract with Professional Systems Technology Inc., 390 West 6500
South, Murray, UT 84107, telephone 801-649-6696, www.pstslc.com for: 1) Demolition of existing sound wiring as shown on drawings.
2) Pull new sound wiring as required.
B. If actual purchase price differs from Allowance, change order will be issued adjusting Contract Sum by amount of difference.
C. Actual purchase price is actual amount paid by Contractor, including applicable sales and use taxes, before
taking into account cash discounts for prompt payment.
SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS
A. Coordinate construction activities to ensure efficient and orderly installation of each part of the Work.
Coordinate construction operations that are dependent upon each other for proper installation, connection, and operation. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.
SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION
A. Multiple Contract Coordination:
1. Contractor shall be responsible for coordination of Temporary Facilities and Controls, Construction Waste
Management and Disposal services, and Final Cleaning for entire Project unless directed otherwise by
Owner’s Representative for those who perform work on Project from Notice to Proceed to date of Substantial Completion.
B. Preconstruction Conference: 1. Attend preconstruction conference and organizational meeting scheduled by Architect or Owner
Representative at Project site or other convenient location. 2. Be prepared to discuss items of significance that could affect progress, including such topics as:
a. Construction schedule, equipment deliveries, general inspection of tests, preparation of record documents and O&M manuals, project cleanup, security, shop drawings, samples, use of premises,
work restrictions, and working hours.
SECTION 01 3300 SUBMITTAL PROCEDURES
A. Coordination preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently before performance of related construction activities to avoid delay.
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B. Allow sufficient review time so installation will not be delayed by time required to process submittals.
C. Place permanent label or title block on each submittal for identification. Include name of entity that prepared
each submittal on label or title block.
D. Package each submittal appropriately for transmittal and handling.
SECTION 01 3500 SPECIAL PROCEDURES
A. Hot Work Permit (Available from Owner's Representative):
1. Required for doing hot work involving open flames or producing heat or sparks such as: a. Brazing.
b. Cutting. c. Grinding.
d. Soldering. e. Thawing pipe.
f. Torch applied roofing. g. Welding.
SECTION 01 4000 QUALITY REQUIREMENTS
A. Testing and inspecting services are used to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements.
B. Conflicting Requirements: If compliance with two or more standards is specified and standards establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent
requirement.
C. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be the minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits.
D. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to verify compliance and guard against defects and deficiencies and substantiate that proposed
construction will comply with requirements.
E. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements performed by Contractor. They do not include inspections, tests or related actions performed by
Architect or Owner Representative, governing authorities or independent agencies hired by Owner or Architect:
1. Where services are indicated as Contractor's responsibility, engage qualified Testing Agency to perform
these quality control services: a. Contractor will not employ same testing entity engaged by Owner, without Owner’s written approval.
F. Notify Owner immediately if asbestos-containing materials or other hazardous materials are encountered
while performing the Work.
G. Submit to Owner permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records establishing compliance with standards and regulations bearing upon performance of the Work.
H. Repair And Protection: 1. On completion of testing, inspecting, sample taking, and similar services, repair damaged construction
and restore substrates and finishes.
2. Protect construction exposed by or for Quality Assurance and Quality Control activities.
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3. Repair and protection are Contractor’s responsibility, regardless of assignment of responsibility for Quality Assurance and Quality Control Services.
SECTION 01 4301 QUALITY ASSURANCE - QUALIFICATIONS
A. Qualifications: Qualifications in this Section establish minimum qualification levels required; individual
Specification Sections specify additional requirements: 1. Fabricator / Supplier / Installer Qualifications:
a. Firm experienced in producing products similar to those indicated for this Project and with record of successful in-service performance, as well as sufficient production capacity to produce required
units: 1) Where heading ‘VMR (Value Managed Relationship) Suppliers / Installers' is used to identify list
of specified suppliers or installers, Owner has established relationships that extend beyond requirements of this Project. No other suppliers / installers will be acceptable. Follow specified
procedures to preserve relationships between Owner and specified suppliers / installers and advantages that accrue to Owner from those relationships.
2) Where heading 'Acceptable or Approved Suppliers / Installers / Fabricators' is used to identify
list of specified suppliers / installers / fabricators, use only one of listed suppliers / installers / fabricators. No others will be acceptable. 2. Factory-Authorized Service Representative Qualifications:
a. Authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those
indicated for this Project.
3. Installer Qualifications: a. Firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with record of
successful in-service performance. 4. Manufacturer Qualifications:
a. Firm experienced in manufacturing products or systems similar to those indicated for this Project and
with record of successful in-service performance, as well as sufficient production capacity to produce required units. 5. Manufacturer’s Field Services Qualifications:
a. Experienced authorized representative of manufacturer to inspect field-assembled components and equipment installation, including service connections.
6. Professional Engineer Qualifications:
a. Professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of kind indicated: 1) Engineering services are defined as those performed for installations of system, assembly, or
products that are similar to those indicated for this Project in material, design, and extent. 7. Specialists:
a. Certain sections of Specifications require that specific construction activities will be performed by entities who are recognized experts in those operations:
1) Specialists will satisfy qualification requirements indicated and will be engaged for activities indicated.
2) Requirement for special will not supersede building codes and regulations governing the Work. 8. Testing Agency Qualifications:
a. Independent Testing Agency with experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E329; and with additional qualifications specified in
individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities.
b. Testing Laboratory:
1) AASHTO Materials Reference Laboratory (AMRL) Accreditation Program. 2) Cement and Concrete Reference Laboratory (CCRL). 3) Nationally Recognized Testing Laboratory (NRTL): Nationally recognized testing laboratory
according to 29 CFR 1910.7. 4) National Voluntary Laboratory (NVLAP): Testing Agency accredited according to National
Institute of Standards and Technology (NIST) Technology Administration, U. S. Department of
Commerce Accreditation Program.
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SECTION 01 4523 TESTING AND INSPECTION SERVICES
A. Submittals:
1. Certificates: Testing Agency will submit certified written report of each inspection, test, or similar service. 2. Tests and Evaluation Reports:
a. Testing Agency or Agencies will prepare logs, test reports, and certificates applicable to specific
tests and inspections and deliver copies to Owner’s Representative and to each of following if
involved on project: Architect, Consulting Engineers (Engineer of Record), General Contractor, Authorities Having Jurisdiction (if required).
3. Testing Agency: a. Qualifications of Testing Agency management, personnel, inspector and technicians designated to
project. b. Provide procedures for non-destructive testing, equipment calibration records, personnel training
records, welding inspection, bolting inspection, shear connector stud inspection, and seismic connection inspections.
B. Quality Assurance: 1. Owner or Owner’s designated representative(s) will perform quality assurance. Owner’s quality
assurance procedures may include observations, inspections, testing, verification, monitoring and any other procedures deemed necessary by Owner to verify compliance with Contract Documents.
2. Owner will employ independent Testing Agencies to perform certain specified testing, as Owner deems necessary.
3. Certification:
a. Product producers and associations, which have instituted approved systems of quality control and which have been approved by document approval agencies, are not required to have further testing. b. Concrete mixing plants, plants producing fabricated concrete and wood or plywood products certified
by agency, lumber, plywood grade marked by approved associates, and materials or equipment
bearing underwriters’ laboratory labels require no further testing and inspection.
4. Written Practice for Quality Assurance:
a. Testing Agency will maintain written practice for selection and administration of inspection personnel, describing training, experience, and examination requirements for qualification and certification of inspection personnel.
b. Written practice will describe testing agency procedures for determining acceptability of structure in accordance with applicable codes, standards, and specifications.
c. Written practice will describe Testing Agency inspection procedures, including general inspection,
material controls, visual welding inspection, and bolting inspection. C. Quality Control: 1. Quality Control will be sole responsibility of Contractor. Contractor will be responsible for testing,
coordination, start-up, operational checkout, and commissioning of all items of the Work included in
Project. All costs for these services will be included in Contractor’s cost of the Work.
2. Notify results of all Testing and Inspection performed by Contractor’s independent Testing Agencies to Architect and/or Owner’s Representative within 24 hours of test or inspection having been performed:
a. Testing and Inspection Reports will be distributed as follows: 1) 1 copy to Owner’s Representative.
2) 1 copy to Architect. 3) 1 copy to Consulting Engineer(s) (Engineer of Record).
4) 1 copy to Authorities Having Jurisdiction (if required). 3. Contractor’s Responsibility:
a. Owner’s employment of an independent Testing Agency does not relieve Contractor of Contractor’s obligation to perform the Work in strict accordance with requirements of Contract Documents.
b. Tests and inspections that are not explicitly assigned to Owner are responsibility of Contractor.
c. Cooperate with Testing Agency(s) performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify Testing Agency before operations to allow assignment of personnel. Auxiliary services required include but are not limited to:
1) Providing access to the Work and furnishing incidental labor, equipment, and facilities deemed necessary by Testing Agency to facilitate inspections and tests at no additional cost to Owner.
2) Taking adequate quantities of representative samples of materials that require testing or
helping Testing Agency in taking samples. 3) Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories.
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4) Providing Testing Agency with preliminary design mix proposed for use for materials mixes that require control by Testing Agency.
d. For any requested inspection, Contractor will complete prior inspections to ensure that items are ready for inspection.
e. All Work is subject to testing and inspection and verification of correct operation. f. Comply:
1) Upon completion of Testing Agency’s inspection, testing, sample-taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies,
including deficiencies in visual qualities of exposed finishes. 2) Comply with Contract Documents in making such repairs.
g. Data: 1) Furnish records, drawings, certificates, and similar data as may be required by testing and
inspection personnel to assure compliance with Contract Documents. h. Defective Work (Non-Conforming Work): Non-conforming Work as covered in General Conditions
applies, but is not limited to following requirements Protection: 1) Where results of inspections, tests, or similar services show that the Work does not comply with
Contract Document requirements, correct deficiencies in the Work promptly to avoid work delays.
2) Where testing personnel take cores or cut-outs to verify compliance, repair prior to acceptance. 3) Contractor will be responsible for any and all costs incurred resulting from inspection that was
scheduled prematurely or retesting due to failed tests.
4) Remove and replace any Work found defective or not complying with contract document requirements at no additional cost to Owner. 5) Should test return unacceptable results, Contractor will bear all costs of retesting and re-
inspection as well as cost of all material consumed by testing, and replacement of unsatisfactory material and/or workmanship.
i. Protection:
1) Protect construction exposed by or for quality assurance and quality control service activities, and protect repaired construction. j. Scheduling: Contractor is responsible for scheduling times for inspections, tests, taking samples,
and similar activities: 1) Schedule testing and inspections in advance so as not to delay the Work and to eliminate any
need to uncover the Work for testing or inspection.
2) Notify Testing Agency and Architect or Owner as noted in Sections in Division 01 thru Division 50 prior to any time required for such services. 3) Incorporate adequate time for performance of all inspections and correction of noted
deficiencies. 4) Schedule sequence of activities to accommodate required services with minimum of delay.
5) Schedule sequence of activities to avoid necessity of removing and replacing construction to accommodate testing and inspections.
k. Test and Inspection Log: 1) Provide system of tracking all field reports, describing items noted, and resolution of each item.
Prepare record of tests and inspections. Include following requirements: (a) Date test or inspection was conducted.
(b) Description of the Work tested or inspected. (c) Date test or inspection results were transmitted to Architect or Owner Representative.
(d) Identification of Testing Agency or inspector conducting test or inspection. 2) Maintain log at Project site. Post changes and modifications as they occur. Provide access to
test and inspection log for Architect's or Owner’s reference during normal working hours.
D. Tests And Inspections - General: 1. Testing specifically identified to be conducted by Owner, will be performed by an independent entity and will be arranged and paid for by Owner.
2. Individual Sections in Division 01 through Division 50 indicate if Owner will provide testing and inspection of the Work of that Section.
3. Owner may engage additional consultants for testing, air balancing, commissioning, or other special
services: a. Activities of any such Owner consultants are in addition to Contractor testing of materials or systems necessary to prove that performance is in compliance with Contract requirements.
b. Contractor must cooperate with persons and firms engaged in these activities.
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4. Tests include but not limited to those described in detail in 'Field Quality Control' in Part 3 of Individual Sections in Divisions 01 through Division 50.
5. Taking Specimens: a. Only testing laboratory shall secure, handle, transport, or store any samples and specimens for
testing. 6. Scheduling Testing Agency:
a. Contractor will coordinate the Work and facilitate timeliness of such testing and inspecting services so as not to delay the Work.
b. Contractor will notify Testing Agency and Architect or Owner Representative to schedule tests and / or inspections.
E. Testing Agency Services And Responsibility: 1. Testing Agency, including independent testing laboratories, will be licensed and authorized to operate in
jurisdiction in which Project is located: a. Approved Testing Agency Qualifications: Requirements of Section 01 4301 apply.
2. Testing and Inspection Services: a. Testing Agency will not release, revoke, alter, or increase Contract Document requirements or
approve or accept any portion of the Work. b. Testing Agency will not give direction or instruction to Contractor.
c. Testing Agency will have full authority to see that the Work is performed in strict accordance with
requirements of Contract Documents and directions of Owner’s Representative and/or Architect.
d. Testing Agency will not provide additional testing and inspection services beyond scope of the Work
without prior approval of Owner’s Representative and/or Architect. 3. Testing Agency Duties: a. Independent Testing Agency engaged to perform inspections, sampling, and testing of materials and
construction specified in individual specification Sections will cooperate with Architect or Owner Representative and Contractor in performance of its duties and will provide qualified personnel to
perform required inspections and tests.
b. Testing Agency will test or obtain certificates of tests of materials and methods of construction, as described herein or elsewhere in technical specification. c. Testing Agency will provide management, personnel, equipment, and services necessary to perform
testing functions as outlined in this section. d. Testing Agency must have experience and capability to conduct testing and inspecting indicated by
ASTM standards and that specializes in types of tests and inspections to be performed.
e. Testing Agency will comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, ASTM C1093, ASTM D3666, ASTM D3740, and other relevant ASTM standards. f. Testing Agency must calibrate all testing equipment at reasonable intervals (minimum yearly) with
accuracy traceable to either National Bureau of Standards or accepted values of natural physical constants.
g. Welding Procedure Review: Testing Agency will provide review and approval or rejection of all welding procedures to be used and verify compliance with all reference standard requirements.
4. Testing and Inspection Reports: a. Conduct and interpret tests and inspections and state in each report whether tested and inspected
Work complies with or deviates from requirements. b. Laboratory Reports: Testing Agency will furnish reports of materials and construction as required,
including: 1) Description of method of test.
2) Identification of sample and portion of the Work tested: (a) Description of location in the Work of sample.
(b) Time and date when sample was obtained.
(c) Weather and climatic conditions at time when sample was obtained. 3) Evaluation of results of tests including recommendations for action. c. Inspection Reports:
1) Testing Agency will furnish “Inspection at Site” reports for each site visit documenting activities, observations, and inspections.
2) Include notation of weather and climatic conditions, time and date conditions and status of the
Work, actions taken, and recommendations or evaluation of the Work. d. Reporting Testing and Inspection (Conforming Work): 1) Submit testing and inspection reports as required within twenty four (24) hours of test or
inspection having been performed.
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e. Reporting Testing and Inspection Defective Work (Non-Conforming Work): 1) Testing Agency, upon determination of irregularities, deficiencies observed or test failure(s)
observed in the Work during performance of its services of test or inspection having been performed, will:
(a) Verbally notify results to Architect, Contractor, and Owner’s Representative within one hour of test or inspection having been performed (if Defective Work (Non-Conforming
Work) is incorporated into project). (b) Submit written inspection report and test results as required within twenty four (24) hours
of test or inspection having been performed. f. Final Report:
1) Submit final report of tests and inspections at Substantial Completion, which identify unresolved deficiencies.
F. Architect's Responsibility: 1. Architect Duties:
a. Notify Owner’s Representative before each test and/or inspection: G. Field Quality Control:
1. Field Tests And Inspections: a. Field Test and Inspection requirements are described in detail in ‘Field Quality Control’ in Part 3
Execution' of individual Sections in Division 01 thru Division 50.
SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS
A. Owner will provide electric power for construction activities within limits available at existing facility.
B. Exercise caution to avoid fire damage. Do not build fires on site.
C. Permanent mechanical system may be operated upon following conditions: 1. Do not interfere with normal set-back temperature patterns except as approved by Project Manager.
2. Do not operate system when the Work causing airborne dust is occurring or when dust caused by such Work is present without first installing temporary filtering system.
D. Existing lighting system may be used by Contractor.
E. Contractor will use existing water supply for construction purposes to extent of existing facilities.
F. Existing restroom facilities may be used by Contractor. Clean restrooms and portions of existing building used in accessing restrooms daily. If existing facilities are not usable, provide and maintain temporary sanitary
toilet.
G. Erect adequate barricades, warning signs, and lights necessary to protect persons from injury or harm.
H. Contractor is responsible for security of materials, tools, and equipment. Do not permit others to use building
keys provided by Owner. Safeguard building and contents while the Work is being performed and secure building when the Work is finished for day.
I. Protect existing trees and plants. Remove and replace vegetation that dies or is damaged beyond repair due
to construction activities.
J. Provide temporary enclosures at exterior building openings for security and protection from weather, theft, and vandalism. Erect and maintain dust-proof partitions and enclosures as required to prevent spread of dust
and fumes to occupied portions of building.
K. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and reduce possibility that air, waterways, and subsoil might be
contaminated or polluted, or that other undesirable effects might result:
1. Avoid use of tools and equipment that produce harmful noise. 2. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near site.
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3. Protect the Work, materials, apparatus, and fixtures from injury due to weather, theft, and vandalism.
SECTION 01 6100 PRODUCT REQUIREMENTS
A. Provide products that comply with Contract Documents, are undamaged, and, unless otherwise indicated, are new and unused at time of installation. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and for intended use and effect.
SECTION 01 6200 PRODUCT OPTIONS
A. Product selection is governed by Contract Documents and governing regulations, not by previous Project experience. Procedures governing product selection include:
1. Substitutions And Equal Products: a. Generally speaking, substitutions for specified products and systems, as defined in Uniform
Commercial Code, are not acceptable. However, equal products may be approved upon compliance with Contract Document requirements.
b. Approved Products / Manufacturers / Suppliers / Installers: 1) Category One:
(a) Owner has established ‘Value Managed Relationships’ that extend beyond requirements of this Project. No substitutions or equal products will be allowed on this Project.
(b) Follow specified procedures to preserve relationships between Owner and specified manufacturers / suppliers and advantages that accrue to Owner from those relationships.
2) Category Two: (a) Owner has established National Contracts that contain provisions extending beyond
requirements of this Project. No substitutions or equal products will be allowed on this Project.
(b) Follow specified procedures to preserve relationships between Owner and specified manufacturers / suppliers and advantages that accrue to Owner from those relationships.
3) Category Three: (a) Specified products are provided to Church Projects under a National Account Program.
Use these products to preserve advantages that accrue to Owner from those programs. No substitutions or equal products will be allowed on this Project.
4) Category Four: (a) Provide only specified products available from manufacturers listed. No substitutions,
private-labeled, or equal products, or mixing of manufacturers’ products is allowed on this Project.
(b) In Sections where lists recapitulating Manufacturers previously mentioned in Section are included under heading ‘Manufacturers’ or ‘Approved Manufacturers’, this is intended as
convenience to Contractor as listing of contact information only. It is not intended that all manufacturers in list may provide products where specific products and manufacturers are
listed elsewhere in Section. c. Acceptable Products / Manufacturers / Suppliers / Installers:
1) Type One: Use specified products / manufacturers unless approval to use other products / manufacturers has been obtained from Architect or Owner Representative by Addendum.
2) Type Two: Use specified products / manufacturers unless approval to use other products and manufacturers has been obtained from Architect or Owner Representative in writing before
installing or applying unlisted or private-labeled products. 3) Use ‘Equal Product Approval Request Form’ to request approval of equal products,
manufacturers, or suppliers before bidding or before installation, as noted in individual Sections.
d. Quality / Performance Standard Products / Manufacturers: 1) Class One: Use specified product / manufacturer or equal product from specified
manufacturers only. 2) Class Two: Use specified product / manufacturer or equal product from any manufacturer.
3) Products / manufacturers used will conform to Contract Document requirements.
SECTION 01 6400 OWNER-FURNISHED PRODUCTS
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General Requirements - 10 - Division 01
A. Install items furnished by Owner or receive and store in safe condition items purchased directly by Owner according to requirements of Contract Documents.
SECTION 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
A. Deliver, store, and handle products according to manufacturer's recommendations, using means and
methods that will prevent damage, deterioration, and loss, including theft.
B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable,
hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
C. Deliver products to site in manufacturer's original sealed container or other packaging system, complete with
labels and instructions for handling, storing, unpacking, protecting, and installing.
D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that products
are undamaged and properly protected.
E. Store products at site in manner that will simplify inspection and measurement of quantity or counting of units.
F. Store heavy materials away from Project structure so supporting construction will not be endangered.
G. Store products subject to damage by elements above ground, under cover in weather tight enclosure, with
ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by
manufacturer's instructions.
SECTION 01 7000 EXECUTION REQUIREMENTS
A. Design, furnish, and install all shoring, bracing, and sheathing as required for safety and for proper execution
of the Work and, unless otherwise required, remove same when the Work is completed.
B. Require installer of each major component to inspect both substrate and conditions under which the Work is
to be done:
1. Notify Owner in writing of unsatisfactory conditions. 2. Do not proceed until unsatisfactory conditions have been corrected. C. Provide attachment and connection devices and methods necessary for securing the Work:
1. Secure the Work true to line and level. 2. Allow for expansion and building movement.
D. Recheck measurements and dimensions before starting each installation.
E. Where mounting heights are not shown, install individual components at standard mounting heights recognized within industry or local codes for that application. Refer questionable mounting height decisions to Owner for final decision.
F. Cover and protect furniture, equipment, and fixtures from soiling and damage when demolition the Work is performed in rooms and areas from which such items have not been removed.
G. Completion Inspection:
1. Upon 100 percent completion of Project, Contractor will request Substantial Completion Inspection. 2. Owner will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items to be corrected.
3. Contractor will notify Owner in writing when items have been corrected.
SECTION 01 7400 CLEANING AND WASTE MANAGEMENT
A. Disposal Of Waste: 1. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from
Project site and legally dispose of them in landfill or incinerator acceptable to authorities having jurisdiction:
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General Requirements - 11 - Division 01
a. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.
b. Remove and transport debris in manner that will prevent spillage on adjacent surfaces and areas. 2. Burning: Do not burn waste materials.
3. Disposal: Transport waste materials off Owner’s property and legally dispose of them.
B. Progress Cleaning:
1. Keep premises broom-clean during progress of the Work. 2. During handling and installation, protect construction in progress and adjoining materials in place. Apply
protective covering where required to ensure protection from soiling, damage, or deterioration until Substantial Completion.
3. Clean and maintain completed construction as frequently as necessary throughout construction period. 4. Remove waste materials and rubbish caused by employees, subcontractors, and contractors under
separate contract with Owner and dispose of legally.
C. Final Cleaning:
1. Clean each surface or unit to condition expected in normal, commercial-building cleaning and
maintenance program. Comply with manufacturer’s instructions. Remove all rubbish from under and about building and leave building clean and habitable. 2. In addition to general cleaning noted above, perform cleaning for all trades at completion of the Work in
areas where construction activities have occurred. 3. If Contractor fails to clean up, Owner may do so and charge cost to Contractor.
SECTION 01 7700 CLOSEOUT PROCEDURES
A. General: 1. Closeout process consists of three specific project closeout inspections. Contractor shall plan sufficient time in construction schedule to allow for required inspections before expiration of Contract Time.
2. Contractor shall conduct his own inspections of The Work and shall not request closeout inspections until The Work of the contract is reasonably complete and correction of obvious defects or omissions are
complete or imminent.
3. Date of Substantial Completion shall not occur until completion of construction work, unless agreed to by
Architect / Owner’s Representative and included on Certificate of Substantial Completion. B. Preliminary Closeout Review:
1. When Architect, Owner and Contractor agree that project is ready for closeout, Pre-Substantial Inspection shall be scheduled. Preparation of floor substrate to receive carpeting and any work which could
conceivably damage or stain carpet must be completed, as carpet installation will be scheduled
immediately following this inspection. 2. Prior to this inspection, completed test and evaluation reports for HVAC system and font, where one occurs, are to be provided to Project Manager, Architect, and applicable consultants.
3. Architect, Owner and Contractor review completion of punch list items. When Owner and Architect confirm that Contractor has achieved Substantial Completion of The Work, Owner, Architect and
Contractor will execute Certificate of Substantial Completion that contains: a. Punch list of items requiring completion and correction will be created.
b. Time frame for completion of punch list items will be established, and date for Substantial Completion Inspection shall be set.
C. Substantial Completion Inspection: 1. When Architect, Owner and Contractor agree that project is ready for Substantial Completion, an
inspection is held. Punch list created at Pre-Substantial Inspection is to be substantially complete. 2. Prior to this inspection, Contractor shall discontinue or change over and remove temporary facilities from
the site, along with construction tools, mock-ups and similar elements. 3. Architect, Owner and Contractor review completion of punch list items. When Owner and Architect
confirm that Contractor has achieved Substantial Completion of The Work, Owner, Architect and
Contractor will execute Certificate of Substantial Completion that contains: a. Date of Substantial Completion. b. Punch List Work not yet completed, including seasonal and long lead items.
c. Amount to be withheld for completion of Punch List Work. d. Time period for completion of Punch List Work.
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General Requirements - 12 - Division 01
e. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor fails to complete Punch List Work within time set forth in Certificate.
4. Contractor shall present Closeout Submittals to Architect and place tools, spare parts, extra stock, and similar items required by Contract Documents in locations as directed by Facilities Manager.
D. Final Acceptance Meeting: 1. When punch list items except for any seasonal items or long lead items which will not prohibit occupancy
are completed, Final Acceptance Meeting is held. 2. Owner, Architect and Contractor execute Owner’s Project Closeout - Final Acceptance form, and verify:
a. All seasonal and long lead items not prohibiting occupancy, if any, are identified, with committed to completion date and amount to be withheld until completion.
b. Owner’s maintenance personnel have been instructed on all system operation and maintenance as required by the Contract Documents.
c. Final cleaning requirements have been completed. 3. If applicable, once any seasonal and long lead items are completed, Closeout Inspection is held where
Owner and Architect verify that The Work has been satisfactorily completed, and Owner, Architect and Contractor execute Closeout portion of the Project Closeout - Final Acceptance form.
4. When Owner and Architect confirm that The Work is satisfactorily completed, Architect will authorize final payment.
SECTION 01 7800 CLOSEOUT SUBMITTALS
A. Operations And Maintenance Data:
1. Certifications required by Contract Documents.
2. Copies of warranties required by Contract Documents. 3. Copy of complete Project Manual including Addenda, Modifications as defined in General Conditions, and other interpretations issued during construction:
a. Mark these documents to show variations in actual Work performed in comparison with text of specifications and Modifications. Show substitutions, selection of options, and similar information,
particularly on elements that are concealed or cannot otherwise be readily discerned later by direct
observation. b. Note related record drawing information and Product Data. 4. Copy of Soils Report.
5. Operations and maintenance submittals required by Contract Documents. 6. Site Management Plan (SMP):
a. Maintenance recommendations for Site Management Plan (SMP) required by Contract Documents.
b. Recommended procedures to be established by Owner for maintenance of landscape work for one (1) full year after contract maintenance period ends required by Contract Documents. 7. Testing and Inspection Reports required by Contract Documents.
B. Warranties: 1. When written guarantees beyond one (1) year after substantial completion are required by Contract
Documents, secure such guarantees and warranties properly addressed and signed in favor of Owner. Include these documents in Operations & Maintenance Manual(s) specified above.
2. Delivery of guarantees and warranties will not relieve Contractor from obligations assumed under other provisions of Contract Documents.
C. Project Record Documents: 1. Do not use record documents for construction purposes:
a. Protect from deterioration and loss in secure, fire-resistive location. b. Provide access to record documents for reference during normal Working hours.
2. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation varies from the Work as originally shown. Give particular attention to concealed elements that would be difficult
to measure and record at later date.
a. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. b. Mark new information that is important to Owner, but was not shown on Contract Drawings.
c. Note related Change Order numbers where applicable.
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General Requirements - 13 - Division 01
END OF SECTION
Table of Contents - 1 - 02 0000
D I V I S I O N 02: E X I S T I N G C O N D I T I O N S
02 4000 D E M O L I T I O N A N D S T R U C T U R E M O V I N G
02 4113 SELECTIVE SITE DEMOLITION
END OF TABLE OF CONTENTS
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Selective Demolition - 1 - Section 02 4113
SECTION 02 4113
SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To: 1. Demolish and remove portions of existing facilities as described in Contract Documents.
B. Related Requirements: 1. New and replacement work specified in appropriate specification Sections.
1.2 ADMINISTRATIVE REQUIREMENTS
A. Scheduling:
1. Include on Construction Schedule specified in Section 01 3200 detailed sequence of individual site demolition operations.
1.3 SUBMITTALS
A. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Record Documentation:
1) Identify abandoned utility and service lines and capping locations on record drawings.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Execute work in orderly and careful manner, with due consideration for neighbors and the public.
B. Carefully remove, disassemble, or dismantle as required, and store in approved location on site,
existing items to be reused in completed work. Coordinate with Owner for equipment and materials to be removed by Owner.
3.2 CLEANING
A. Promptly remove demolition materials, rubbish, and debris from property.
END OF SECTION
B L A N K P A G E
Table of Contents - 1 - 05 0000
D I V I S I O N 05: M E T A L S
05 0500 C O M M O N W O R K R E S U L T S O F M E T A L S
05 0523 METAL FASTENINGS
05 5000 M E T A L F A B R I C A T I O N S
05 5215 STAINLESS STEEL HANDRAILS 05 5871 METAL BRACKETS
END OF TABLE OF CONTENTS
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Metal Fastening - 1 - 05 0523
SECTION 05 0523
METAL FASTENING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To: 1. Quality of structural metal-to-metal, wood-to-metal, and wood-to-wood bolts used on Project.
2. Requirements and standards for site welded metal-to-metal connections.
B. Related Requirements:
1. Furnishing and installing of structural bolts specified under Section concerned.
1.2 REFERENCES
A. Reference Standards: 1. American National Standards Institute / American Welding Society:
a. ANSI/AWS D1.1/D1.1M:2010, ‘Structural Welding Code - Steel’. b. ANSI/AWS D1.3/D1.3M:2010, ‘Structural Welding Code - Sheet Steel’.
2. ASTM International: a. ASTM A36/A36M-08, ‘Standard Specification for Carbon Structural Steel'.
b. ASTM A307-10, ‘Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength'.
c. ASTM A325-10, ‘Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength'.
1.3 QUALITY ASSURANCE
A. Qualifications: Requirements of Section 01 4301 applies, but not limited to the following:
1. Welders shall be certified 30 days minimum before beginning work on Project. If there is doubt as to proficiency of welder, Architect may require welder to take another test, at no expense to
Owner. Certification shall be by Pittsburgh Laboratories or other authority approved by Architect.
B. Certifications:
1. Maintain welder's certifications on job-site.
PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Materials:
1. Bolts And Threaded Fasteners: a. Bolts: Conform to requirements of ASTM A307, Grade A.
PART 3 - EXECUTION (Not Used)
END OF SECTION
B L A N K P A G E
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Stainless Steel Handrails - 1 - 05 5215
SECTION 05 5215
STAINLESS STEEL HANDRAILS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install stainless steel handrails as described in Contract Documents:
a. Rostrum Ramp Handrail.
B. Related Requirements:
1. Section 05 0523: 'Metal Fastening' for quality of welding.
2. Section 06 4115: 'Rostrum Casework' for wood handrail attached to Rostrum Ramp Handrail.
C. Products Not Furnished And But Installed Under This Section:
1. Pipe sleeves, base plates, and anchor bolts for Rostrum Ramp Handrail.
1.2 REFERENCES
A. Definitions:
1. Non-shrink Grout: Structural grout used for filling voids between elements that is formulated with
cement, fine aggregates and admixtures. Admixtures are used to provide expansive properties of
the material during curing. This expansion counteracts the natural tendency of cement grouts to
shrink during curing.
2. Stainless Steel Alloys:
a. Type 304 (UNS S30400): Austenitic stainless steel with non-magnetic properties in
annealed condition that provide good corrosion resistance to both chemical and atmospheric
exposures, with high resistance to oxidations. Most common and widely used stainless
steel.
B. Reference Standards:
1. ASTM International:
a. ASTM C1107/C1107M-17, ‘Standard Specification for Packaged Dry, Hydraulic-Cement
Grout (Nonshrink)'.
1.3 SUBMITTALS
A. Action Submittals:
1. Shop Drawings: Show fabrication and installation of handrails and railings including floor plans,
elevations, sections, details of components, and attachments to other elements of The Work.
PART 2 - PRODUCTS
2.1 ASSEMBLIES
A. Materials:
1. Pipe Sleeves: 2 inch (50 mm) diameter by 6 to 9 inch (150 to 225 mm) long non-magnetic
stainless steel.
2. Rostrum Ramp Handrail (floor mounted).
a. Stainless steel bar.
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Stainless Steel Handrails - 2 - 05 5215
b. Stainless steel mounting plate for hardwood handrail.
c. Sizes and configurations as indicated on Contract Drawings.
B. Fabrication:
1. Preassemble railing systems in shop to greatest extent possible to minimize field splicing and
assembly.
2. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for
reassembly and coordinated installation. Use connections that maintain structural value of joined
pieces.
3. Grind smooth welded joints and buff welds to same appearance as remainder of railing.
4. Welded Connections:
a. Fabricate railing system and handrail connections by welding.
b. Weld corners and seams continuously to comply with following:
1) Use materials and methods that minimize distortion and develop of metals.
2) At tee and cross intersections, notch ends of intersecting members to fit contour of pipe
to which end is joined and weld all around.
3) At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and so contours of welded surfaces match adjacent
surfaces.
2.2 ACCESSORIES
A. Rail Setting Grout:
1. Commercial non-shrink grout conforming to requirements of ASTM C1107, Type B or Type C.
2. Type Two Acceptable Manufacturers:
a. Normal Construction Grout A by Bonsal American, Charlotte, NC www.bonsal.com.
b. Advantage 1107 Grout by Dayton Superior Specialty Chemicals, Kansas City, KS
www.daytonsuperiorchemical.com.
c. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com
d. 5 Star Special Grout 110 by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com.
e. Duragrout by L&M Construction Chemicals Inc, Omaha, NE www.lmcc.com.
f. Sonneborn / BASF Building Systems, Shakopee, MN www.chemrex.com.
g. Tamms Grout 621 by TAMMS Industries, Mentor, OH www.tamms.com.
h. U S Spec MP Grout by U S Mix Products Co, Denver, CO www.usspec.com.
i. CG-86 Grout by W R Meadows, Hampshire, IL www.wrmeadows.com.
j. Equal as approved by Architect before use. See Section 01 6200.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Touch up field welds to match finished material.
END OF SECTION
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Metal Brackets - 1 - 05 5871
SECTION 05 5871
METAL BRACKETS
PART 1 - GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section:
1. Newel anchor necessary to support newel posts.
B. Related Requirements:
1. Section 06 2001: ‘Common Finish Carpentry Requirements’ for installation.
1.2 REFERENCES
A. Reference Standards:
1. ASTM International:
a. ASTM A36/A36M-12, ‘Standard Specification for Carbon Structural Steel'.
PART 2 - PRODUCTS
2.1 FABRICATED UNITS
A. Materials:
1. Steel: Meet requirements of ASTM A36/A36M.
B. Fabrication:
1. Fabricate as detailed.
PART 3 - EXECUTION: Not Used
END OF SECTION
B L A N K P A G E
Table of Contents - 1 - 06 0000
D I V I S I O N 06: W O O D, P L A S T I C S, A N D C O M P O S I T E S
06 0500 C O M M O N W O R K R E S U L T S O F W O O D, P L A S T I C S, A N D C O M P O S I T E S
06 0573 PRESERVATIVE WOOD TREATMENT
06 1000 R O U G H C A R P E N T R Y
06 1011 WOOD FASTENINGS 06 1100 WOOD FRAMING 06 1636 WOOD PANEL PRODUCT SHEATHING
06 2000 F I N I S H C A R P E N T R Y
06 2001 COMMON FINISH CARPENTRY REQUIREMENTS
06 4000 A R C H I T E C T U R A L W O O D W O R K
06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS 06 4115 ROSTRUM CASEWORK 06 4216 FLUSH WOOD PANELING
06 4512 ARCHITECTURAL WOODWORK WOOD TRIM
END OF TABLE OF CONTENTS
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Preservative Wood Treatment - 1 - 06 0573
SECTION 06 0573
PRESERVATIVE WOOD TREATMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To: 1. Quality of wood preservative treatment where specified.
B. Related Requirements: 1. Section 06 1100:
a. Characteristics of wood to be pressure-treated. b. Furnishing and installing of pressure-treated wood.
1.2 REFERENCES
A. Definitions:
1. Preservative-Treated Wood: Wood exposed to high levels of moisture or heat susceptible to decay by fungus and other organisms, and to insect attack. The damage caused by decay or
insects can jeopardize the performance of the wood members so as to reduce the performance below that required. Preservative treatment requires pressure-treatment process to achieve
depth of penetration of preservative into wood to verify that the wood will be resistant to decay and insects over time.
2. Treated Wood: Wood impregnated under pressure with compounds that reduce its susceptibility to flame spread or to deterioration caused by fungi, insects, or marine bores.
B. Reference Standards: 1. American Wood Protection Association:
a. AWPA P5-10. 'Standard For Waterborne Preservatives'. b. AWPA P22-10. 'Standard For Ammoniacal Copper Zinc Arsenate (ACZA)'.
c. AWPA P51-10, ‘Standard for Zinc Borate (ZB)’. d. AWPA T1-12, ‘Use Category System: Processing and Treatment Standard For Treated
Wood’. e. AWPA U1-12, ‘Use Category System: User Specification For Treated Wood’.
2. International Building Code (IBC): a. Chapter 23, 'Wood':
1) Section 2300, 'Minimum Standards and Quality': a) 2303.1, ‘General’:
(1) 2303.1.8, 'Preservative-Treated Wood’. 2) Section 2400, 'General Construction Requirements':
a) 2304.11, ‘Protection Against Decay and Termites’: (1) 2311.2, 'Wood Used Above Ground’.
(2) 2311.4, 'Wood In Contact With The Ground'.
1.3 SUBMITTALS
A. Informational Submittals: 1. Certificate: Certificate of pressure treatment showing compliance with specification requirements
and including information required under IBC Section 2303.1.8.1, ‘Identification’.
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Preservative Wood Treatment - 2 - 06 0573
PART 2 - PRODUCTS
2.1 SYSTEMS
A. Manufacturers: 1. Type One Acceptable Manufacturers:
a. Arch Wood Protection Inc, Atlanta, GA www.wolmanizedwood.com. b. Hoover Treated Wood Products, Thomson, GA www.frtw.com.
c. Osmose Inc, Griffin, GA www.osmose.com. d. U S Borax Inc, Valencia, CA www.borax.com/wood.
e. Viance LLC, Charlotte, NC www.treatedwood.com. f. Equal as approved by Architect before bidding. See Section 01 6200.
B. Performance: 1. Framing lumber grade and species shall be as specified in Section 06 1100 for particular use.
2. Interior Wood In Contact With Concrete or Masonry: a. Preservatives:
1) Disodium octoborate tetrahydrate (DOT / SBX) meeting requirements of AWPA U1 and with retention of 0.25 lbs per cu ft (4 kg per cu meter).
2) Zinc borate meeting requirements of AWPA U1 and with retention of 0.17 lbs per cu ft (2.7 kg per cu meter).
b. Lumber: Treat in accordance with AWPA U1.
PART 3 - EXECUTION: Not Used
END OF SECTION
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Wood Fastenings - 1 - 06 1011
SECTION 06 1011
WOOD FASTENINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of wood fastening methods and materials used for Rough Carpentry unless specified
otherwise.
B. Related Requirements:
1. Section 05 0523: 'Metal Fastenings' for Quality of bolts used for Rough Carpentry.
2. Furnishing and installing of other fasteners are specified in individual Sections where installed.
1.2 REFERENCES
A. Reference Standards;
1. APA-The Engineered Wood Association:
a. APA AFG-01: Adhesives for Field-Gluing Plywood to Wood Framing (September 1974).
2. ASTM International:
a. ASTM A153/A153M-09, ‘Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware’.
b. ASTM D3498-03(2011), ‘Standard Specification for Adhesives for Field-Gluing Plywood to
Lumber Framing for Floor Systems’.
c. ASTM F1667-15, ‘Standard Specification for Driven Fasteners: Nails, Spikes, and Staples’.
1.3 SUBMITTALS
A. Action Submittals:
1. Product Data:
a. Manufacturer's literature on framing anchors and powder actuated fasteners.
2. Shop Drawings:
a. Submit diameter and lengths of fasteners proposed for use on Project. If length or diameter
of proposed fasteners differ from specified fasteners, also include technical and engineering
data for proposed fasteners including, but not limited to:
1) Adjusted fastener spacing where using proposed fasteners and,
2) Adjusted number of fasteners necessary to provide connection capacity equivalent to
specified fasteners.
b. Submit on powder-actuated fasteners other than those specified in Contract Documents
showing design criteria equivalents at each application.
c. Show type, quantity, and installation location of framing anchors. Where necessary,
reference Drawing details, etc, for installation locations.
PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Description:
1. Nail Terminology:
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Wood Fastenings - 2 - 06 1011
a. When following nail terms are used in relation to this Project, following lengths and
diameters will be understood. Refer to nails of other dimensions by actual length and
diameter, not by one of listed terms:
Nail Term Length Diameter Length Diameter
8d Box 2-1/2 inches 0.113 inch 63.5 mm 2.827 mm
8d Common 2-1/2 inches 0.131 inch 63.5 mm 3.389 mm
10d Box 3 inches 0.128 inch 76.2 mm 3.251 mm
10d Common 3 inches 0.148 inch 76.2 mm 3.759 mm
16d Box 3-1/2 inches 0.135 inch 88.9 mm 3.411 mm
16d Sinker 3-1/4 inches 0.148 inch 82.6 mm 3.759 mm
16d Common 3-1/2 inches 0.162 inch 88.9 mm 4.115 mm
B. Materials:
1. Fasteners:
a. General:
1) Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronzed, or copper. Coating
weights for zinc-coated fasteners shall be in accordance with ASTM A153/A153M.
b. Nails:
1) Meet requirements of ASTM F1667.
2) Unless noted otherwise, nails listed on Drawings or in Specifications shall be common
nail diameter, except 16d nails, which shall be box diameter.
c. Wood Screws:
1) SDS Screws:
a) Category Four Approved Products. See Section 01 6200 for definitions of
categories.
(1) SDS Screws by Simpson Strong Tie Co, Dublin, CA www.strongtie.com.
2) All Other: Standard type and make for job requirements.
d. Powder-Actuated Fasteners:
1) Type One Quality Standard: Hilti X-DNI 62P8.
2) Manufacturers:
a) Hilti, Tulsa, OK www.us.hilti.com.
b) Redhead Division of ITW, Wood Dale, IL www.itw-redhead.com and Markham,
ON www.itwconstruction.ca.
c) Equals as approved by Architect through shop drawing submittal before
installation. See Section 01 6200.
2. Adhesives:
a. Construction Mastics:
1) Meet requirements of ‘APA-The Engineered Wood Association’ Specification AFG-01 or
ASTM D3498.
2) Use phenol-resorcinol type for use on pressure treated wood products.
3. Framing Anchors:
a. Framing anchors and associated fasteners in contact with preservative hot dipped zinc-
coated galvanized steel or stainless steel. Do not use stainless steel items with galvanized
items.
b. Type Two Acceptable Products:
1) KC Metals Inc, San Jose, CA www.kcmetals.com.
2) Simpson Strong Tie Co, Dublin, CA www.strongtie.com.
3) United Steel Products Co Inc (USP), Montgomery, MN www.uspconnectors.com.
4) Equals as approved by Architect through shop drawing submittal before installation.
See Section 01 6200.
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Wood Fastenings - 3 - 06 1011
PART 3 - EXECUTION
3.1 ERECTION
A. Secure one Manufacturer approved fastener in each hole of framing anchor that bears on framing
member unless approved otherwise in writing by Architect.
B. Provide washers with bolt heads and with nuts bearing on wood.
END OF SECTION
B L A N K P A G E
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Wood Framing - 1 - 06 1100
SECTION 06 1100
WOOD FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install wood framing and blocking as described in Contract Documents.
B. Products Installed But Not Furnished Under This Section:
1. Wood panel product sheathing.
C. Related Requirements:
1. Section 06 0573: 'Preservative Wood Treatment' for quality of preservative wood treatment.
2. Section 06 1636: 'Wood Panel Product Sheathing'.
3. Sections under 06 4000 Heading: 'Architectural Woodwork' for wall blocking requirements.
4. Section 06 4313: 'Wood Stairs' for wood stair treads and risers.
1.2 REFERENCES
A. Reference Standards:
1. American Lumber Standard Committee (ALSC) (Maintains NIST standard):
a. Voluntary Product Standard:
1) PS 20-15, 'American Softwood Lumber Standard'.
2. National Institute of Standards and Technology (NIST), U. S. Department of Commerce:
a. Voluntary Product Standard DOC PS 20-15, 'American Softwood Lumber Standard'.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conference:
1. Participate in pre-installation conference held jointly with Section 06 1636.
a. Schedule pre-installation conference immediately before beginning framing work.
b. In addition to agenda items specified in Section 01 3100, review following:
1) Equipment and gypsum board blocking in wood framed walls.
2) Rough opening.
3) Nails and nailing requirements.
4) Connections.
2. Participate in pre-installation conference held jointly with Section 08 4113.
a. Schedule pre-installation conference for one (1) week before scheduled installation of
storefront system.
b. In addition to agenda items specified in Section 01 3100, review following:
1) Rough opening requirements.
1.4 SUBMITTALS
A. Informational Submittals:
1. Test And Evaluation Reports:
a. Technical and engineering data on nails to be set by nailing guns for Architect's approval of
types proposed to be used as equivalents to specified hand set nails and adjusted number
and spacing of pneumatically-driven nails to provide equivalent connection capacity.
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Wood Framing - 2 - 06 1100
1.5 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Protect lumber and sheathing and keep under cover in transit and at job site.
2. Do not deliver material unduly long before it is required.
B. Storage And Handling Requirements:
1. Store lumber and sheathing on level racks and keep free of ground to avoid warping.
2. Stack to insure proper ventilation and drainage.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Dimension Lumber:
1. Design Criteria:
a. Meet requirements of PS 20 and National Grading Rules for softwood dimension lumber.
b. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber
Standards Committee identifying species of lumber by grade mark or by Certificate of
Inspection.
c. Lumber 2 inches (50 mm) or less in nominal thickness shall not exceed 19 percent in
moisture content at time of fabrication and installation and be stamped 'S-DRY', 'K-D', or
'MC15'.
d. Preservative Treated Plates / Sills:
1)2x4 (38 mm by 64 mm): Standard and better Douglas Fir, Southern Pine, or HemFir, or
StrandGuard by iLevel by Weyerhaeuser Boise, ID www.ilevel.com. (LSL 1.3 E)
2)2x6 (38 mm by 140 mm) And Wider: No. 2 or or MSR 1650f - 1.5e Douglas Fir,
Southern Pine, HemFir, or StrandGuard by iLevel by Weyerhaeuser, Boise, ID
www.ilevel.com. (LSL 1.3 E).
B. See drawings for additional requirements.
2.2 ACCESSORIES
A. Blocking:
1. Sound lumber without splits, warps, wane, loose knots, or knots larger than 1/2 inch (13 mm).
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1. Use preservative treated wood for wood members in contact with concrete or masonry, including
wall, sill, and ledger plates, door and window subframes and bucks, etc.
B. Interface With Other Work:
1. Coordinate with other Sections for location of blocking required for installation of equipment and
building specialties. Do not allow installation of gypsum board until required blocking is in place.
2. Where manufactured items are to be installed in framing, provide rough openings of dimensions
within tolerances required by manufacturers of such items. Confirm dimensions where not shown
on Contract Drawings.
C. Tolerances:
1. Walls:
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Wood Framing - 3 - 06 1100
a.1/4 inch (6 mm) in 20 feet (6 meters), non-cumulative in length of wall.
b.1/8 inch (3 mm) in 10 feet (3 meters) with 1/4 inch (6 mm) maximum in height of wall.
c. Distances between parallel walls shall be 1/4 inch (6 mm) maximum along length and height
of wall.
D. Floors:
1. Place with crown side up.
2. Provide accurately fitted header and trimmer joists of same size as regular joists around floor
openings, unless detailed otherwise, and support by steel joist hangers.
3. Double joists under partitions that parallel run of joists.
E. Walls:
1. Openings: Single, bearing stud supporting header and one adjacent (king) stud continuous
between top and bottom plates, unless shown otherwise.
2. Corners And Partition Intersections: Triple studs.
3. Top Plates In Bearing Partitions: Doubled or tripled and lapped. Stagger joints at least 48 inches
(1 200 mm).
4. Ends Of Stud Wall To Masonry. Use one of the following methods:
a. Connect with 1/2 inch (13 mm) machine bolts 6 inches (150 mm) from top, 6 inches (150
mm) from bottom, and 48 inches (1 200 mm) maximum on center. Use three bolts minimum
in height of 6 foot (1 800 mm) or higher wall.
b. Secure wood to masonry using continuous 1/4 inch (6 mm) minimum bead of construction
adhesive and powder actuated fasteners installed at 32 inches (800 mm) on center
minimum.
5. Sill Plates:
a. Shear Walls And Bearing Walls:
1) Provide specified anchor 12 inches (300 mm) maximum and 4 inches (100 mm)
minimum from each end of each plate.
2) Shear Walls: Fasten with anchor bolts embedded in concrete or with screw anchors.
3) Bearing Walls: Fasten with anchor bolts embedded in concrete, or with screw anchors
or expansion bolts in drilled holes.
b. Non-Structural Walls: Fasten with powder actuated fasteners.
c. In addition to requirements of paragraphs 'a' and 'b' above, set sill plates of interior walls
measuring less than 36 inches (900 mm) in length in solid bed of specified construction
adhesive, except where sill sealer is used.
d. Install specified seal sealer under sill plates of exterior walls of main building and of
acoustically insulated interior walls.
6. Nailing:
a. Stud to plate:
2 by 4 inch nominal 38 by 89 mm End nail, two 16d OR toe nail, four 8d
2 by 6 inch nominal 38 by 140 mm End nail, three 16d OR toe nail, four 8d
2 by 8 inch nominal 38 by 184 mm End nail, four 16d OR toe nail, six 8d
2 by 10 inch nominal 38 by 235 mm End nail, five 16d OR toe nail, six 8d
b. Top plates: Spiked together, 16d, 16 inches (400 mm) on center.
c. Top plates: Laps, lap members 48 inches (1200 mm) minimum and nail with 16d nails 4
inches (100 mm) on center
d. Top plates: Intersections, three 16d.
e. Backing And Blocking: Three 8d, each end.
f. Corner studs and angles: 16d, 16 inches (400 mm) on center.
F. Accessory / Equipment Mounting And Gypsum Board Back Blocking (nailers):
1. Furnish and install blocking in wood framing required for hardware, specialties, equipment,
accessories, and mechanical and electrical items, etc.
END OF SECTION
B L A N K P A G E
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Wood Panel Product Sheathing - 1 - 06 1636
SECTION 06 1636
WOOD PANEL PRODUCT SHEATHING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install wood panel product sheathing required for walls and floors as described in
Contract Documents.
B. Related Requirements:
1. Section 01 0000: ‘General Requirements’:
a. Section 01 3100: ‘Project Management and Coordination’ for pre-installation conference.
b. Section 01 4000: ‘Quality Requirements’ for administrative and procedural requirements for
quality assurance and quality control.
c. Section 01 4301: ‘Quality Assurance – Qualifications’ establishes minimum qualification
levels required.
d. Section 01 6200: Administrative and procedural requirements for product options.
2. Section 06 1100: ‘Wood Framing’:
a. Pre-installation conference held jointly with Section 06 1636.
1.2 REFERENCES
A. Association Publications:
1. Council of American Structural Engineers. CASE Form 101: Statement of Special Inspections.
Washington, DC: CASE, 2001. (c/o American Council of Engineering Companies, 1015 15th St.,
NW, Washington, DC 20005; 202-347-7474; www.acec.org).
2. National Institute of Standards and Technology (NIST), U. S. Department of Commerce:
a. Voluntary Product Standard DOC PS 1-09. ‘Structural Plywood'.
b. Voluntary Product Standard DOC PS 2-04. ‘Performance Standard for Wood-Based
Structural-Use Panels'.
3. The Engineered Wood Association (APA), Tacoma, WA www.apawood.org.
a. Performance Rated Panels, 'Product Guide' (for products bearing the APA trademark)
December 2011.
b. Voluntary Product Standard:
1) PS 1-09. ‘Structural Plywood'.
2) PS 2-04. ‘Performance Standard for Wood-Based Structural-Use Panels'.
c. PRP-108 'Performance Standards and Policies for Structural-Use Panels'.
4. TECO, Cottage Grove, WI www.tecotested.com.
a. TECO PRP-133: ('Fire Rated Assemblies – OSB substitution for plywood in UL fire-rated assemblies
that specify plywood).
B. Definitions:
1. Field Quality Control: Testing, Inspections, Special Testing and Special Inspections to assure
compliance to Contract Documents.
2. Inspection/Special Inspection: Inspection of materials, installation, fabrication, erection or
placement of components and connections requiring special expertise to ensure compliance with
approved construction documents and referenced standards:
a. Inspection: Not required by code provisions but may be required by Contract Documents.
b. Special Inspection: Required by code provisions and by Contract Documents.
c. Inspection-Continuous: Full-time observation of the Work requiring inspection by approved
inspector who is present in area where the Work is being performed.
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Wood Panel Product Sheathing - 2 - 06 1636
d. Inspection-Periodic: Part-time or intermittent observation of the Work requiring inspection by
approved inspector who is present in area where the Work has been or is being performed
and at completion of the Work.
3. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee,
Subcontractor, or Sub-subcontractor, to perform particular construction operation, including
installation, erection, application, and similar operations.
4. Observation: Visual observation of building / site elements or structural system by registered
design professional for general conformance to approved construction documents at significant
construction stages and at completion. Observation does not include or waive responsibility for
performing inspections or special inspections.
5. Owner’s Representative: Owner’s Designated Representative (Project Manager or Facilities
Manager) who will have express authority to bind Owner with respect to all matters requiring
Owner’s approval or authorization.
6. Product Testing: Tests and inspections that are performed by testing agency qualified to conduct
product testing and acceptable to authorities having jurisdiction, to establish product performance
and compliance with industry standards.
7. Quality Assurance: Testing, Inspections, Special Testing and Special Inspections provided for by
Owner.
8. Quality Control: Testing, Inspections, Special Testing and Special Inspections provided for by
Contractor.
9. Special Inspection: See Inspection.
10. Testing Agency: Entity engaged to perform specific tests, inspections, or both.
11. Verification: Act of reviewing, inspecting, testing, etc. to establish and document that product,
service, or system meets regulatory, standard, or specification requirements.
C. Reference Standards:
1. International Code Council (IBC) (2012):
a. IBC Chapter 17, ‘Special Inspections And Tests’.
1) Section 1704, 'Special Inspections, Contractor Responsibility And Structural
Observations'.
2) Section 1705, ‘Required Verification And Inspection’.
a) Section 1705.2, 'Steel Construction'.
b) Section 1705.5, 'Wood Construction'.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conference:
1. Participate in pre-installation conference as specified in Section 06 1100.
2. In addition to agenda items specified in Section 01 3100 and Section 06 1100, review following:
1.4 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Do not deliver material unduly long before it is required.
2. Protect sheathing and keep under cover in transit and at job site.
B. Storage And Handling Requirements:
1. Store sheathing on level racks and keep free of ground.
2. Stack to insure proper ventilation and drainage.
PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Performance:
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Wood Panel Product Sheathing - 3 - 06 1636
1. Design Criteria:
a. Meet requirements of PS 1, PS 2, or PRP-133 (TECO). Except where plywood is
specifically indicated on Construction Drawings, oriented strand board (OSB) is acceptable.
B. Materials:
1. Sheathing:
a. Sheathing shall bear grade stamp from American Plywood Association (APA) or equal
grading organization.
b. Sheathing shall not exceed 18 percent moisture content when fabricated or more than 19
percent when installed in Project.
c. Sheathing 23/32 inch (18.3 mm) thick and thicker used for single-layer subflooring shall be
tongue and groove.
d. Sheathing used for same purpose shall be of same thickness. In all cases, thickness
specified is minimum required regardless of span rating.
e. Minimum span ratings for given thicknesses shall be as follows:
Thickness Span Rating
3/8 inch 9.5 mm 24 / 0
7/16 inch nominal 11 mm nominal 24 / 16
15/32 inch actual 11.9 mm actual 32 / 16
1/2 inch nominal 12.5 mm nominal 32 / 16
19/32 inch actual 15.1 mm actual 40 / 20
5/8 inch nominal 15.9 mm nominal 40 / 20
23/32 inch actual 18.3 mm actual 48 / 24
3/4 inch nominal 19 mm nominal 48 / 24
2.2 ACCESSORIES
A. Nails:
1. As indicated on Drawings.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1. Top of nail heads shall be flush with sheathing surface.
2. Use of edge clips to provide spacing between sheathing panels is acceptable.
B. Wall Sheathing:
1. Spacing:
a. Provide 1/8 inch (3 mm) space between sheets at end and edge joints.
2. Edge Bearing And Blocking:
a. Panel edges shall bear on framing members and butt along their center lines.
b. Back block panel edges, which do not bear on framing members, with 2 inch nominal (45
mm) framing.
3. Nail Spacing:
a. As indicated on Drawings.
b. Place nails not less than 3/8 inch (9.5 mm) in from edge.
4. Thickness:
a. As indicated on Drawings.
5. Do not install any piece of wall sheathing with shortest dimension of less than 12 inches (300
mm).
C. Floor Sheathing:
1. Floor Sheathing: 1 Layer Subflooring.
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Wood Panel Product Sheathing - 4 - 06 1636
a. Apply bead of glue to structural supports. Lay face grain / strength axis across supports and
with panel continuous over two supports minimum.
b. Allow expansion gap of at least 1/2 inch (12.5 mm) at walls.
c. Tongue and Groove.
d. Nail Spacing.
1) As indicated on Drawings.
e. Thickness:
1) As indicated on Drawings.
f. Do not install any piece of bottom layer floor sheathing with shortest dimension of less than
24 inches (600 mm).
2. Subflooring: 2 Layers Subflooring.
a. Bottom layer:
1) Glue subflooring layers together along lines of structural supports.
2) Leave 1/32 inch (1 mm) gap at side and end joints.
3) Nail as per floor sheathing nailing requirements.
4) Thickness:
a)19/32 inch actual (15 mm) minimum thickness, except where specifically noted
otherwise.
5) Do not install any piece of single layer floor sheathing with shortest dimension of less
than 24 inches (600 mm).
b. Top layer:
1) Stagger joints of second layer subflooring so they do not line up with joints of first layer
subflooring, but do align with intermediate structural member (for example, align with
field nailing of bottom subflooring layer).
2) Glue subflooring layers together along lines of structural supports.
3) Leave 1/32 inch (1 mm) gap at side and end joints.
4) Nail at 6 inch (150 mm) centers on ends and 12 inch (300 mm) centers on intermediate
structural members.
5) Thickness:
a)19/32 inch actual (15 mm) minimum thickness, except where specifically noted
otherwise.
6) Do not install any piece of single layer floor sheathing with shortest dimension of less
than 24 inches (600 mm).
END OF SECTION
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Common Finish Carpentry Requirements - 1 - 06 2001
SECTION 06 2001
COMMON FINISH CARPENTRY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install sealants required for items installed under this Section, as described in
Contract Documents.
2. Furnish and install following items as described in Contract Documents:
B. Products Installed But Not Furnished Under This Section:
1. Architectural Woodwork.
2. Handrails.
3. Hardwood Base.
4. Hardwood Trim.
5. Miscellaneous Wood Trim.
6. Rostrum Casework.
7. Rostrum Ramp Handrail.
8. Wood Veneer Paneling.
9. Miscellaneous as specified elsewhere.
C. Related Requirements:
1. Section 06 1100: 'Wood Framing' for furring and blocking.
2. Section 06 1636: 'Wood Panel Product Sheathing'.
3. Section 06 2210: 'Miscellaneous Wood Trim'.
a. Wood Trim.
4. Sections under 06 4000 Heading: Furnishing of Architectural Woodwork.
a. Section 06 4001: 'Common Architectural Woodwork Requirements':
1) Approved Fabricators.
2) Quality of wood materials to be used in Finish Carpentry.
b. Section 06 4115: 'Rostrum Casework'.
c. Section 06 4216: 'Flush Wood Paneling'.
d. Section 06 4512: 'Architectural Woodwork Wood Trim'.
5. Section 07 9213: 'Elastomeric Joint Sealants' for quality of sealants, submittal and installation
requirements.
6. Sections under 09 9000 heading: Back priming of work to be installed against concrete or
masonry or subjected to moisture, and finishing of finish carpentry and architectural woodwork.
1.2 REFERENCES
A. Association Publications:
1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada
/ Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org.
a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014.
B. Definitions:
1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or
Premium Grade:
a. Economy Grade: The lowest acceptable grade in both material and workmanship
requirements, and is for work where price outweighs quality considerations.
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Common Finish Carpentry Requirements - 2 - 06 2001
b. Custom Grade: Typically specified for and adequately covers most high-quality architectural
woodwork, providing a well-defined degree of control over a project’s quality of materials,
workmanship, or installation.
c. Premium Grade: The highest Grade available in both material and workmanship where the
highest level of quality, materials, workmanship, and installation is required.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Manufacturers:
1. Manufacturer Contact List:
a. Blum Inc, Stanley, NC www.blum.com.
b. Bommer Industries, Landrum, SC www.bommer.com.
c. CompX National, Mauldin, SC www.nclnet.com.
d. Dow Chemical, Midland, MI www.dow.com.
e. Flynn & Enslow, San Francisco, CA www.flynnenslow.com.
f. Grass America Inc, Kernersville, NC www.grassusa.com.
g. Hafele America Co., Archdale, NC hafele.com.
h. Hillside Wire Cloth Co., Inc., Bloomfield, NJ www.hillsidewirecloth.com.
i. Ives, Indianapolis, IN www.iveshardware.com.
j. Knape & Vogt, Grand Rapids, MI www.knapeandvogt.com or Knape & Vogt Canada,
Mississaugua, ON (905) 676-8972.
k. Olympus Lock Co, Seattle, WA www.olympus-lock.com.
l. Owens Corning, Toledo, OH www.owens-corning.com.
m. Salice America Inc, Charlotte, NC www.saliceamerica.com.
n. SOSS Door Hardware (Division of Universal Industrial Products Company) Pioneer OH
www.soss.com.
o. Stanley, New Britain, CT www.stanleyhardware.com or Oakville, ON (800) 441-1759.
p. TWP Inc., Berkley, CA www.twpinc.com.
q. Wire Cloth Manufacturers Inc., Mine Hill, NJ www.wireclothman.com.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification Of Conditions:
1. Verify walls, ceilings, floors, and openings are plumb, straight, in-line, and square before installing
Architectural Woodwork.
2. Report conditions that are not in compliance to Architect before starting installation.
3.2 PREPARATION
A. Surface Preparation:
1. Install Architectural Woodwork after wall and ceiling painting is completed in areas where
Architectural Woodwork is to be installed.
B. Items Installed But Not Furnished Under This Section: Install in accordance with requirements
specified in Section furnishing item.
3.3 INSTALLATION
A. Special Techniques:
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Common Finish Carpentry Requirements - 3 - 06 2001
1. AWS Custom Grade is minimum acceptable standard, except where explicitly specified
otherwise, for installation of architectural woodwork.
B. General Architectural Woodwork Installation:
1. Fabricate work in accordance with measurements taken on Project site.
2. Scribe, miter, and join accurately and neatly to conform to details.
3. Exposed surfaces shall be machine sanded, ready for finishing.
4. Allow for free movement of panels.
5. Countersink nails. Countersink screws and plug those exposed to view.
6. Attach custom casework as specified in Sections under 06 4000 Heading: ‘Furnishing of
Architectural Woodwork’ to wall blocking with #10 x 3 inch (76 mm) minimum Cabinet Screws.
Attach wall cabinets with screws equally spaced horizontally not to exceed 12 inches (305 mm)
O.C. with 3 inch (76 mm) maximum spacing at cabinet edges.
END OF SECTION
B L A N K P A G E
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Common Architectural Woodwork Requirements - 1 - 06 4001
SECTION 06 4001
COMMON ARCHITECTURAL WOODWORK REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. General standards for materials and fabrication of Architectural Woodwork and for hardware
associated with Architectural Woodwork.
B. Related Requirements:
1. Section 06 1100: 'Wood Framing' for furring and blocking.
2. Section 06 2001: 'Common Finish Carpentry Requirements' for Installation.
3. Section 06 2210: ‘Miscellaneous Wood Trim’.
4. Section 06 4115: ‘Rostrum Casework’.
5. Section 06 4512: ‘Architectural Woodwork Wood Trim’.
6. Section 09 9324: ‘Interior Clear-Finished Hardwood’ for filling of nail holes and finishing.
1.2 REFERENCES
A. Association Publications:
1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada
/ Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org.
a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014.
B. Definitions:
1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or
Premium Grade:
a. Custom Grade: Typically specified for and adequately covers most high-quality architectural
woodwork, providing a well-defined degree of control over a project’s quality of materials,
workmanship, or installation.
1.3 SUBMITTALS
A. Action Submittals:
1. Product Data:
a. Manufacturer's literature for specialty items and hardware not manufactured by Architectural
Woodwork fabricator.
2. Shop Drawings:
a. Approved VMR Fabricator:
1) Fabricator First Submittal:
a) Provide 1/4 inch (or larger) scale building layout and/or description of required
room walls required for field dimension for Field Quality Control Submittal.
Provide submittal before rough framing is completed.
2) Fabricator Second Submittal:
a) Provide shop drawings for cabinet and casework that are included for project
showing details, casework locations and layout and required dimensions based on
Field Quality Control Submittals for compliance to Contract Drawings for approval
to Project Architect.
B. Informational Submittals:
1. Field Quality Control Submittals:
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Common Architectural Woodwork Requirements - 2 - 06 4001
a. Contractor First Submittal:
1) Provide verification field dimensions and updated Contract Drawings of all areas
requested from Fabricator First Submittal from Approved VMR Fabricator including but
limited to the following:
a) Field dimensions (finish wall dimensions) of all walls with casework.
2) Submit First Submittal to VMR Fabricator within three (3) days of completion of gypsum
board installation but before gypsum board finishing to allow VMR Fabricator necessary
time to complete casework.
b. Second Submittal:
1) Provide verification field dimensions and updated Contract Drawings after Rostrum floor
framing and gypsum board is installed in Rostrum area as requested from First
Submittal from Approved VMR Fabricator including the following:
a) Field dimensions (finish wall dimensions) of all walls in rostrum area if included on
project.
b) Field dimensions of rostrum floor framing.
2. Qualification Statement:
a. Fabricator:
1) VMR Approved Fabricators:
a) Provide Qualification documentation as part of VMR agreement process.
1.4 QUALITY ASSURANCE
A. Qualifications: Requirements of Section 01 4301 applies, but not limited to following:
1. Fabricator:
a. VMR Approved Fabricators:
1) Approval subject to VMR agreement process approval.
1.5 DELIVERY, HANDLING, AND STORAGE
A. Delivery And Acceptance Requirements:
1. Fabricator Responsibility:
a. Assemble architectural woodwork at Architectural Woodwork Fabricator's plant and deliver
ready for erection insofar as possible.
b. Protect architectural woodwork from moisture and damage while in transit to job site.
2. General Contractor Responsibility:
a. Report damaged materials received within two (2) days from delivery at project site.
B. Storage And Handling Requirements:
1. General Contractor Responsibility:
a. Unload and store in place where it will be protected from moisture and damage and
convenient to use.
1.6 WARRANTY
A. Manufacturer Extended Warranty:
1. Approved Fabricator’s written guarantee that all Goods and Services will be free from defects in
materials and workmanship for a period of five (5) years from date of substantial completion.
PART 2 - PRODUCTS
2.1 FABRICATORS
A. Approved Fabricators. See Section 01 4301 for Qualification Requirements.
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Common Architectural Woodwork Requirements - 3 - 06 4001
1. Category One VMR Approved Fabricators. See Section 01 6200 for definitions of Categories and
Section 01 4301 for Qualification Requirements.
a. Anderson Cabinet and Millwork, 198 North 4700 East, Rigby, ID 83442.
1) Contact Information: Matt Miller phone (208) 538-7415 cell (208) 317-7412 e-mail
matt@andersoncabinet.net.
b. Michael Seiter & Co., Inc., P.O. Box 315 Heber City, UT 84032.
1) Contact Information: Mark Seiter phone (435) 654-0601 fax (435) 654-0613 e-mail
mark@msandcoinc.com.
c. Thompson and Sons Cabinets, 11834 N. 3400 West, Deweyville, UT 84309.
1) Contact Information: David Thompson cell (435) 230-0876 office (435) 257-7152 e-mail
zcabinets@comcast.net.
2. Same Approved Fabricator shall furnish following Specification Sections:
a. Section 06 2210: ‘Miscellaneous Wood Trim’.
b. Section 06 4115: ‘Rostrum Casework’.
c. Section 06 4512: ‘Architectural Woodwork Wood Trim’.
2.2 ASSEMBLIES
A. Design Criteria:
1. General:
a. AWS Custom Grade is minimum acceptable standard, except where explicitly specified
otherwise, for materials, construction, and installation of architectural woodwork.
2. Materials:
a. Lumber:
1) Grade:
a) No defects in boards smaller than 600 sq in (3 871 sq cm).
b) One defect per additional 150 sq inches (968 sq cm) in larger boards.
c) Select pieces for uniformity of grain and color on exposed faces and edges.
d) No mineral grains accepted.
2) Allowable Defects:
a) Tight knots not exceeding 1/8 inch (3 mm) in diameter. No loose knots permitted.
b) Patches (dutchmen) not apparent after finishing when viewed beyond 18 inches
(450 mm).
c) Checks or splits not exceeding 1/32 inch by 3 inches (1 mm by 75 mm) and not
visible after finishing when viewed beyond 18 inches (450 mm).
d) Stains, pitch pockets, streaks, worm holes, and other defects not mentioned are
not permitted.
e) Normal grain variations, such as cats eye, bird's eye, burl, curl, and cross grain are
not considered defects.
3) Use maximum lengths possible, but not required to exceed 10 feet (3 meters) without
joints. No joints shall occur closer than 72 inches (1 800 mm) in straight runs
exceeding 18 feet (3 600 mm). Runs between 18 feet (3 600 mm) and 10 feet (3
meters) may have no more than one joint. No joints shall occur within 72 inches (1 800
mm) of outside corners nor within 18 inches (450 mm) of inside corners.
4) Moisture content shall be six (6) percent maximum at fabrication. No opening of joints
due to shrinkage is acceptable.
B. Fabrication:
1. Follow Architectural Woodwork Standards (AWS) for fabrication of Architectural Woodwork.
2. Tolerances:
a. No planer marks (KCPI) allowed. Sand wood members and surfaces with 100 grit or finer.
b. Maximum Gap: None allowed.
c. Flushness Variation: 0.015 inch (0.4 mm) maximum.
d. Sanding Cross Scratches: 1/4 inch (6 mm) maximum.
e. Plug screw holes. Screw locations not to be visible beyond 18 inches (450 mm).
3. Fabricate work in accordance with measurements taken on job site.
4. 'Ease' sharp corners and edges of exposed members to promote finishing and protect users from
slivers. Radius of 'easing' shall be uniform throughout Project and between 1/32 and 1/16 of an
inch (0.8 and 1.6 of a millimeter).
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Common Architectural Woodwork Requirements - 4 - 06 4001
5. Fabricate so veneer grain is vertical.
6. Joints:
a. Use lumber pieces with similar grain pattern when joining end to end.
b. Compatibility of grain and color from lumber to panel products is required.
7. Install hardware in accordance with Manufacturer's directions. Leave operating hardware
operating smoothly and quietly.
8. Remove or repair damaged surface of or defects in exposed finished surfaces of architectural
woodwork to match adjacent similar undamaged surface.
PART 3 - EXECUTION: Not Used
END OF SECTION
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Rostrum Casework - 1 - 06 4115
SECTION 06 4115
ROSTRUM CASEWORK
PART 1 - GENERAL
1.1 SUMMARY
A. Products Furnished But Not Installed Under This Section:
1. Rostrum casework as described in Contract Documents consisting of the following:
a. Modesty Rail.
b. Ramp Sidewall.
c. Wood Handrails and Handrail Brackets.
B. Related Requirements:
1. Section 06 1100: 'Wood Framing' for wall blocking required for Rostrum Casework.
2. Section 06 2001: ‘Common Finish Carpentry Requirements’:
a. Installation of Rostrum Casework.
3. Section 06 4001: 'Common Architectural Woodwork Requirements':
a. Approved Fabricators.
b. General standards for materials and fabrication of Architectural Woodwork.
c. Action Submittals for shop drawings from Fabricator.
d. Field Quality Control Submittals for field dimensions provided to Fabricator from Contractor.
4. Section 09 9324: ‘Interior Clear-Finished Hardwood’.
1.2 REFERENCES
A. Association Publications:
1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada
/ Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org.
a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014.
B. Definitions:
1. Butcher Block (also known as Edge Grain Construction or Face Glued): Resembling that used
for a butcher's chopping block, formed by bonding or gluing together thick laminated strips of
wood.
2. Face Veneer: The outermost exposed wood veneer surface of a veneered wood door, panel, or
other component exposed to view when the project is completed.
3. Flitch: A hewn or sawn log made ready for veneer production or the actual veneer slices of one
half log, kept in order, and used for the production of fine plywood panels.
4. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or
Premium Grade:
a. Custom Grade: Typically specified for and adequately covers most high-quality architectural
woodwork, providing a well-defined degree of control over a project’s quality of materials,
workmanship, or installation.
5. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual
growth rings. It appears as U-shaped or straight markings in the board’s face.
6. Plain Slicing: Most commonly used for hardwood plywood. The log is cut in half, and one half is
placed onto a carriage and moved up and down past a fixed knife to produce the veneers. Veneer
is sliced parallel to the pith of the log and approximately tangent to the growth rings to achieve
flat-cut veneer. Each piece is generally placed in a stack and kept in order. One half log, sliced
this way, is called a “flitch.”
7. Running Match: Each panel face is assembled from as many veneer leaves as necessary. Any
portion left over from one panel may be used to start the next.
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Rostrum Casework - 2 - 06 4115
8. Stile-and-Rail Construction: A technique often used in the making of doors, wainscoting, and
other decorative features for cabinets and furniture. The basic concept is to capture a panel
within a frame, and in its most basic form it consists of five members: the panel and the four
members that make up the frame. The vertical members of the frame are called stiles, while the
horizontal members are known as rails.
C. Reference Standards:
1. International Electrotechnical Commission (IEC):
a. IEC 60529 (ed. 2.1 b:2001), ‘Degrees of protection provided by enclosures (IP Code).
2. International Organization for Standards (ISO):
a. ISO 3746:2010, ‘Acoustics - Determination of sound power levels and sound energy levels
of noise sources using sound pressure - Survey method using an enveloping measurement
surface over a reflecting plane’.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate the efforts of the various trades affected by the Work of this Section.
2. Coordinate completion of 2x6 (50mm x 100mm) wall blocking for rostrum casework.
3. Coordinate completion of electrical and audio video wiring with rostrum casework.
4. Coordinate completion of rostrum casework.
B. Sequencing:
1. Install rostrum casework after following as been completed:
a. Adjacent millwork.
b. Adjacent walls and ceilings are finished.
1.4 SUBMITTALS
A. Action Submittals:
1. Shop Drawings:
a. As specified in as specified in Action Submittals in Section 06 4001 ‘Common Architectural
Woodwork Requirements’.
2. Samples:
a. Interior Hardwood for Transparent Finish:
1) Before performing work of this Section, prepare Control Sample, to match sample
available from Owner, to be used as finishing standard for interior clear finished
hardwood as specified in Section 09 9324.
2) Design Criteria:
a) Provide 8 inch by 10 inch (200 mm by 255 mm) sample of Red Oak to match
Owner provided stain color selected for Project.
b) Control Sample will be used as performance standard for evaluating finish
provided.
B. Informational Submittals:
1. Source Quality Control Submittals:
a. Samples:
1) Interior Hardwood for Transparent Finish:
a) Owner will provide Control Sample from project for finish.
2. Field Quality Control Submittals:
a. Field dimensions:
1) Contractor Responsibility:
a) Provide field dimensions of Rostrum area to Approved Fabricator as specified in
Field Quality Control Submittal in Section 06 4001 ‘Common Architectural
Woodwork Requirements’.
C. Closeout Submittals:
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1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Warranty Documentation:
1) Final, executed copy of Warranty.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Assemble Rostrum Casework at Architectural Woodwork Fabricator's plant and deliver ready for
erection insofar as possible.
2. Protect Rostrum Casework from moisture and damage while in transit to job site.
3. Report damaged materials received.
B. Storage And Handling Requirements:
1. Unload and store in secure place where it will be protected from moisture and damage and
convenient to use.
1.6 WARRANTY
A. Manufacturer Extended Warranty:
1. Approved Fabricator’s written guarantee that all Goods and Services will be free from defects in
materials and workmanship for a period of five (5) years from date of substantial completion.
PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Description:
1. Rostrum casework consists:
a. Modesty Rail.
b. Ramp Sidewall.
c. Wood Handrails and Handrail Brackets.
B. Design Criteria:
1. AWS Custom Grade is minimum acceptable standard for materials, construction, and installation
of architectural woodwork.
2. Interior Hardwood for Transparent Finish. Furnish factory-finish matching Owner selected sample
for Rostrum Casework:
a. Design Criteria:
1) Factory-finish to match Owner selected sample as specified in Section 09 9324.
b. Match existing Project Color Scheme:
1) Control Sample provided by Owner:
a) Control Sample will be existing wood item from Project.
C. Materials:
1. Rostrum Casework as described in Contract Documents.
a. Material:
1) Solid Wood: Plain sawn Red Oak.
2) Paneling: Panel Product with plain sliced Red Oak veneer.
b. Rostrum Rail:
1) Running match construction.
2) Fabricator Option:
a) Option A: One (1) 3/4 inch (19 mm) 'A' face veneer panel product both sides.
b) Option B: Two (2) 1/2 inch (12.7 mm) 'A' face veneer one side panel product
laminated together.
c. End (Wing) Supports:
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1) No butcher block (edge grain construction) permitted.
2. Wood handrails and brackets.
D. Fabrication:
1. Following Architectural Woodwork Standards (AWS) for fabrication of Rostrum casework.
2.2 SOURCE QUALITY CONTROL
A. Inspections:
1. Clear Finished Hardwood:
a. Color matches Owner provided sample specified in Section 09 9324.
PART 3 - EXECUTION: Not Used
END OF SECTION
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Flush Wood Paneling: Custom Grade - 1 - 06 4216
SECTION 06 4216
FLUSH WOOD PANELING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality requirements for AWS custom grade hardwood veneer paneling.
B. Related Requirements:
1. Section 06 4001: Common Architectural Woodwork Requirements.
1.2 REFERENCES
A. Association Publications:
1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada,
46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org.
a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014.
B. Definitions:
1. Balanced-Match: A common term in book-matching that uses two or more leaves of uniform width
on the face of a panel, wherein the two outermost leaves in a panel or face are of the same width.
2. Book-Match: Matching between adjacent veneer leaves on one panel face. Every other piece of
veneer is turned over so that the adjacent leaves are “opened” as two pages in a book. The fibers
of the wood, slanting in opposite directions in the adjacent leaves, create a characteristic light and
dark effect when the surface is seen from an angle.
3. Face Veneer: The outermost exposed wood veneer surface of a veneered wood door, panel, or
other component exposed to view when the project is completed.
4. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or
Premium Grade:
a. Custom Grade: Typically specified for and adequately covers most high-quality architectural
woodwork, providing a well-defined degree of control over a project’s quality of materials,
workmanship, or installation.
5. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual
growth rings. It appears as U-shaped or straight markings in the board’s face.
PART 2 - PRODUCTS
2.1 MATERIALS
A. AWS Custom Grade Hardwood Panels:
1. Panel Product 3/8 inch (9.5 mm) thick.
2. For Transparent Finishes:
a. Face Veneer: Plain sliced Red Oak meeting requirements of AWS Grade A, 1/50 inch (0.5
mm) thick minimum immediately before finishing.
b. Balancing Backer Veneer: Any compatible veneer.
c. Matching of veneer leaves: Bookmatch.
d. Veneer matching within panel face: Center and balanced matched.
e. Veneer matching from panel to panel: Sequence match.
3. For Opaque Finishes:
a. Face Veneer: 1/16 inch (1.6 mm) thick Birch or Poplar, or MDO.
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b. Balancing Backer Veneer: Any compatible veneer.
B. Solid trim shall be plain sawn wood to match face veneer.
PART 3 - EXECUTION: Not Used
END OF SECTION
512-4549 October 2019 Rexburg 6, 10 Wards Rostrum Ramp
Architectural Woodwork Wood Trim - 1 - 06 4512
SECTION 06 4512
ARCHITECTURAL WOODWORK WOOD TRIM
PART 1 - GENERAL
1.1 SUMMARY
A. Products Furnished But Not Installed Under This Section:
1. Handrails.
2. Hardwood base.
3. Hardwood handrail at Rostrum Ramp.
4. Hardwood trim.
B. Related Requirements:
1. Section 06 1100: 'Wood Framing' for wall blocking required for Wood Trim.
2. Section 06 2001: ‘Common Finish Carpentry Requirements’:
a. Installation of Wood Trim.
3. Section 06 2210: Remaining Wood Trim.
4. Section 06 4001: 'Common Architectural Woodwork Requirements':
a. Approved Fabricators.
b. General standards for materials and fabrication of Architectural Woodwork.
5. Section 09 9324: ‘Interior Clear-Finished Hardwood’.
1.2 REFERENCES
A. Association Publications:
1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada
/ Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org.
a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014.
B. Definitions:
1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or
Premium Grade.
a. Custom Grade: Typically specified for and adequately covers most high-quality architectural
woodwork, providing a well-defined degree of control over a project’s quality of materials,
workmanship, or installation.
2. Plain Slicing: Most commonly used for hardwood plywood. The log is cut in half, and one half is
placed onto a carriage and moved up and down past a fixed knife to produce the veneers. Veneer
is sliced parallel to the pith of the log and approximately tangent to the growth rings to achieve
flat-cut veneer. Each piece is generally placed in a stack and kept in order. One half log, sliced
this way, is called a “flitch".
3. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual
growth rings. It appears as U-shaped or straight markings in the board’s face.
4. Running Trim: Generally combined in the term “standing and running trim” and refers to random,
longer length trims delivered to the jobsite (e.g., baseboard, chair rail, crown molding).
1.3 SUBMITTALS
A. Action Submittals:
1. Shop Drawings:
a. Include materials used, standing and running trim profiles, joint details, and hardware.
2. Samples:
a. Interior Hardwood for Transparent Finish:
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Architectural Woodwork Wood Trim - 2 - 06 4512
1) Before performing work of this Section, prepare Control Sample, to match sample
available from Owner, to be used as finishing standard for interior clear finished
hardwood as specified in Section 09 9324.
2) Design Criteria:
a) Provide 8 inch by 10 inch (200 mm by 255 mm) sample of Red Oak to match
Owner provided stain color selected for Project.
b) Control Sample will be used as performance standard for evaluating finish
provided.
1.4 WARRANTY
A. Manufacturer Extended Warranty:
1. Approved Fabricator’s written guarantee that all Goods and Services will be free from defects in
materials and workmanship for a period of five (5) years from date of substantial completion.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Manufacturers:
1. Approved Fabricators. See Section 06 4001 for Approved Fabricators.
B. Performance / Design Criteria: Conform to requirements of Section 06 4001 ‘Common Architectural
Woodwork Requirements’.
1. Glue: Waterproof and of best quality.
2. Factory-finish to match Owner selected sample as specified in Section 09 9324.
C. Architectural Woodwork Wood Trim:
1. Interior Hardwood For Transparent Finish:
a. Design Criteria:
1) Solid wood shall be plain sawn Red Oak.
2) Paneling shall be panel product with plain sliced Red Oak veneer.
3) Finish to match Owner selected sample as specified in Section 09 9324.
b. Match existing Project Color Scheme:
1) Control Sample provided by Owner:
a) Control Sample will be existing wood item from Project.
2.2 SOURCE QUALITY CONTROL
A. Inspections:
1. Clear Finished Hardwood:
a. Color matches Owner provided sample specified in Section 09 9324.
PART 3 - EXECUTION Not Used
END OF SECTION
Table of Contents - 1 - 07 0000
D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N
07 9000 J O I N T P R O T E C T I O N
07 9213 ELASTOMERIC JOINT SEALANTS
END OF TABLE OF CONTENTS
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Elastomeric Joint Sealants - 1 - 07 9213
SECTION 07 9213
ELASTOMERIC JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install sealants not specified to be furnished and installed under other Sections.
2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material,
and installation requirements.
B. Related Requirements:
1. Removing existing sealants specified in Sections where work required.
2. Furnishing and installing of sealants is specified in Sections specifying work to receive new
sealants.
1.2 REFERENCES
A. Association Publications:
1. American Architectural Manufacturers Association (AAMA):
a. 'Voluntary Specifications and Test Methods for Sealants'.
2. ASM International:
a. 'Adhesives and Sealants', Volume 3, ASM International Handbook Committee, (May 1999).
b. Committee C24 on Building Seals and Sealants for various Specifications, Guides, Test
Methods, and Practices related to sealant specifying and application.
c. Committee E6 on Building Performance for various Specifications, Guides, Test Methods,
and Practices related to sealant use with air barriers, vapor retarders, and exterior enclosure
systems and materials.
3. The Adhesive and Sealing Council, Inc. (ASC) / Sealant, Waterproofing & Restoration Institute
(SWR Institute):
a. 'Sealants: The Professional’s Guide'.
b. 'Joint Sealants, Whole Building Design Guide'.
B. Definitions:
1. Adhere: To cause two surfaces to be held together by adhesion.
2. Adhesive: An adhesive, as defined by The American Society for Testing and Materials (ASTM),
is 'a substance capable of holding materials together by surface attachment'.
3. Caulk: Caulks have variety of definitions but are generally recognized as materials used in
applications where only minor elastomeric properties are needed.
4. Elastomer: Rubbery material which returns to approximately its original dimensions in short time
after relatively large amount of deformation.
5. Flow: Movement of adhesive during bonding process before adhesive is set.
6. Joint: Location at which two substrates are held together with layer of adhesive.
7. Primer: Coating applied to surface, prior to application of an adhesive, to improve performance of
the bond.
8. Sealant. Sealants are generally used in applications where elastic properties are needed while
adhesives are generally used in applications where bonding strength and rigidity are needed.
With technology advancements both sealants and adhesives can be used interchangeably
depending on applications performance requirements.
9. Sealant Types and Classifications:
a. ASTM Specifications:
1) Type:
a) Type S: Single-component sealant.
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Elastomeric Joint Sealants - 2 - 07 9213
b) Type M: Multi-component sealant.
2) Grade:
a) Grade P: Pourable or self-leveling sealant used for horizontal traffic joints.
b) Grade NS: Non-sag or gunnable sealant used for vertical and non-traffic joints.
3) Classes: Represent movement capability in percent of joint width.
a) Class 100/50: Sealant that, when tested for adhesion or cohesion under cyclic
movement shall withstand of at least 100 percent increase and decrease of at least
50 percent of joint width as measured at time of application.
b) Class 50: Sealant that, when tested for adhesion or cohesion under cyclic
movement shall withstand increase and decrease of at least 50 percent of joint
width as measured at time of application.
c) Class 25: Sealant that, when tested for adhesion or cohesion under cyclic
movement shall withstand increase and decrease of at least 25 percent of joint
width as measured at time of application.
d) Class 12: Sealant that, when tested for adhesion and cohesion under cyclic
movement shall withstand increase and decrease of at least 12 percent of joint
width as measured at time of application.
4) Use:
a) T (Traffic): Sealant designed for use in joints in pedestrian and vehicular traffic
areas such as walkways, plazas, decks and parking garages.
b) NT (Non-Traffic): Sealant designed for use in joints in non-traffic areas.
c) I (Immersion): Sealant that meets bond requirements when tested by immersion
(Immersion rated sealant applications require primer).
d) M (Mortar): Sealant that meets bond requirements when tested on mortar
specimens.
e) G (Glass): Sealant that meets bond requirements when tested on glass
specimens.
f) A (Aluminum): Sealant that meets bond requirements when tested on aluminum
specimens.
g) O (Other): Sealant that meets bond requirements when tested on substrates
other than standard substrates, being glass, aluminum, mortar.
b. Federal Specifications:
1) Type:
a) Type I: Self-leveling, pour grade.
(1) Compound which has sufficient flow to give smooth level surface when
applied in horizontal joint at 40 deg F (4.4 deg C).
b) Type II: Non-sag, gun grade
(1) Compound which permits application in joints on vertical surfaces without sagging
(slumping) at temperatures 40 deg F (4.4 deg C) and 122 deg. F (50 deg. C).
c) Type NS: Non-sag, gun grade.
(1)Non-sag shall be a compound which permits application in joints on vertical
surfaces without sagging (slumping) at temperatures between -20 deg F and 122
deg. F (- 29 and 50 deg. C).
2) Class:
a) Class A: Compounds resistant to 50 percent total joint movement (includes Type I
and Type II).
(1) Capable of resisting compression-extension cycling of plus and minus 25
percent of nominal half inch width.
b) Class B: Compounds resistant to 25 percent total joint movement (includes Type I
and Type II).
(1) Capable of resisting compression-extension cycling of plus and minus12 1/2
percent of nominal half inch width.
10. Shelf Life: Period of time, usually beginning with date of manufacture, during which stored
adhesive will remain effective or useful.
11. Silicone: Any member of family of polymeric products whose molecular backbone is made up of
alternating silicon and oxygen atoms and which has pendant hydrocarbon groups attached to
silicon atoms. Used primarily as a sealant. Offers excellent resistance to water and large
variations in temperature (minus 100 deg F to + 600 deg F) (minus 73.3 deg C to + 316 deg C).
12. Stability: Ability of material to remain unchanged.
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Elastomeric Joint Sealants - 3 - 07 9213
13. Storage Life: Period of time during which packaged adhesive can be stored under specified
temperature conditions and remain suitable for use.
14. Substrate: Material upon surface of which an adhesive-containing substance is spread for any
purpose, such as bonding or coating.
15. Surface Preparation: Physical and /or chemical preparation of substrate to render it suitable for
adhesive joining. Same as substrate preparation or pre-bond preparation.
16. Toxicity: Material shall have no adverse effect on health of personnel when used for its intended
purpose.
C. Reference Standards:
1. American Association of State and Highway Transportation Officials:
a. AASHTO T 132-87(2013), ‘Standard Method of Test for Tensile Strength of Hydraulic
Cement Mortars’.
2. ASTM International:
a. ASTM C639-01(2011), 'Standard Test Method for Rheological (Flow) Properties of
Elastomeric Sealants'.
b. ASTM C661-15, 'Standard Test Method for Indentation Hardness of Elastomeric-Type
Sealants by Means of a Durometer'.
c. ASTM C679-03(2009), ‘Standard Test Method for Tack-Free Time of Elastomeric Sealants’.
d. ASTM C719-14, ‘Standard Test Method for Adhesion and Cohesion of Elastomeric Joint
Sealants Under Cyclic Movement (Hockman Cycle)’.
e. ASTM C793-05(2010), 'Standard Test Method for Effects of Laboratory Accelerated
Weathering on Elastomeric Joint Sealants’.
f. ASTM C794-15a, 'Standard Test Method for Adhesion-in-Peel of Elastomeric Joint
Sealants'.
g. ASTM C920-14a, ‘Standard Specification for Elastomeric Joint Sealants’.
h. ASTM C1135-00(2011), 'Standard Test Method for Determining Tensile Adhesion Properties
of Structural Sealants'.
i. ASTM C1184-14, 'Standard Specification for Structural Silicone Sealants'.
j. ASTM C1193-13, ‘Standard Guide for Use of Joint Sealants’.
k. ASTM C1248-08(2012), 'Standard Test Method for Staining of Porous Substrate by Joint
Sealants'.
l. ASTM C1330-02(2013), ‘Standard Specification for Cylindrical Sealant Backing for Use with
Cold Liquid Applied Sealants’.
m. ASTM C1481-12 'Standard Guide for Use of Joint Sealants with Exterior Insulation & Finish
Systems (EIFS)'.
n. ASTM D412-06(2013), ‘Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension’.
o. ASTM D2202-00(2014), 'Standard Test Method for Slump of Sealants'.
p. ASTM D2240-05(2010), ‘Standard Test Method for Rubber Property-Durometer Hardness’.
q. ASTM D5893-10, ‘Standard Specification for Cold Applied, Single Component, Chemically
Curing Silicone Joint Sealant for Portland Cement Concrete Pavements’.
r. ASTM E119-14, ‘Standard Test Methods for Fire Tests of Building Construction and
Materials’.
3. Federal Specifications:
a. Federal Specification TT-S-001543A (CON-NBS), 'Sealing Compound: Silicone Rubber
Base (for Calking, Sealing & Glazing in Buildings and Other Structures)' (9 Jun 1971).
b. TT-S-00230C (CON-NBS), ‘Sealing compound: Elastomeric Type, Single Component (For
Calking, Sealing, And Glazing In Buildings And Other Structures.’ (2 Feb 1970).
4. Government Services Administration (GSA), Commercial Item Descriptions (CID):
a. GSA CID A-A-272A, ‘Sealing Compound: Silicone Rubber Base (For Caulking, Sealing, and
Glazing in Buildings and Other Structures)’.
b. GSA CID A-A-1556, ‘Sealing Compound Elastomeric Type, Single Component (For
Caulking, Sealing, and Glazing in Buildings and Other Structures)’.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Scheduling:
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1. Schedule work so waterproofing, water repellents and preservative finishes are installed after
sealants, unless sealant manufacturer approves otherwise in writing.
2. Ensure sealants are cured before covering with other materials.
1.4 SUBMITTALS
A. Action Submittals:
1. Product Data:
a. Manufacturer's specifications and other data needed to prove compliance with the specified
requirements.
b. Manufacturer's literature for each Product.
c. Schedule showing joints requiring sealants. Show also backing and primer to be used.
B. Informational Submittals:
1. Certificates:
a. Manufacturer's Certificate:
1) Certify products are suitable for intended use and products meet or exceed specified
requirements.
2) Certificate from Manufacturer indicating date of manufacture.
2. Manufacturers’ Instructions:
a. Manufacturer's installation recommendations for each Product.
b. Manufacturer's installation for completing sealant intersections when different materials are
joined.
c. Manufacturer's installation for removing existing sealants and preparing joints for new
sealant.
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum ten (10) years documented experience.
2. Applicator Qualifications:
a. Company specializing in performing work of this section.
b. Provide if requested, reference of projects with minimum three (3) years documented
experience, minimum three (3) successfully completed projects of similar scope and
complexity, and approved by manufacturer.
c. Designate one (1) individual as project foreman who shall be on site at all times during
installation.
B. Preconstruction Testing:
1. Pre-construction testing is not required when sealant manufacturer can furnish data acceptable to
Architect based on previous testing for materials matching those of the Work.
C. Mockups:
1. Provide mockups including sealant and joint accessories to illustrate installation quality and color
if requested by Architect or Project Manager.
a. Incorporate accepted mockup as part of Work.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery and Acceptance Requirements:
1. Deliver and keep in original containers until ready for use.
2. Inspect for damage or deteriorated materials.
B. Storage and Handling Requirements:
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1. Handle, store, and apply materials in compliance with applicable regulations and material safety
data sheets (MSDS).
2. Handle to prevent inclusion of foreign matter, damage by water, or breakage.
3. Store in a cool dry location, but never under 40 deg F (4 deg C) or subjected to sustained
temperatures exceeding 90 deg F (32 deg C) or as per Manufacturer's written recommendations.
4. Do use sealants that have exceeded shelf life of product.
1.7 FIELD CONDITIONS
A. Ambient Conditions:
1. Do not install sealant during inclement weather or when such conditions are expected. Allow wet
surfaces to dry.
2. Follow Manufacturer’s temperature recommendations for installing sealants.
1.8 WARRANTY
A. Manufacturer Warranty:
1. Signed warranties against adhesive and cohesive failure of sealant and against infiltration of
water and air through sealed joint for period of three (3) years from date of Substantial
Completion.
a. Manufacturer's standard warranty covering sealant materials.
b. Applicator’s standard warranty covering workmanship.
PART 2 - PRODUCTS
2.1 SYSTEMS
A. Manufacturers:
1. Manufacturer Contact List:
a. Dow Corning Corp., Midland, MI www.dowcorning.com.
b. Franklin International, Inc. Columbus, OH www.titebond.com.
c. GE Sealants & Adhesives (see Momentive Performance Materials Inc.).
d. Laticrete International Inc., Bethany, CT www.laticrete.com.
e. Momentive Performance Materials Inc. (formally GE Sealants & Adhesives), Huntersville,
NC www.ge.com/silicones.
f. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com.
g. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com or Sika Canada Inc, Pointe
Claire, QC www.sika.ca.
h. Tremco, Beachwood, OH www.tremcosealants.com or Tremco Ltd, Toronto, ON (800) 363-
3213.
B. Materials:
1. Design Criteria:
a. Compliance: Meet or exceed requirements of these standards:
1) ASTM C920: Elastomeric joint sealant performance standard.
2) ASTM C639 or ASTM D2202: Flow (sag or slump).
3) ASTM C661 or ASTM D2240: Durometer hardness (shore A).
4) ASTM C679 or ASTM C794: Tack free time (peel strength).
5) ASTM C719: Joint movement capability.
6) ASTM 793: Effects of accelerated weathering.
7) ASTM C1135 or ASTM D412: Tensile adhesion strength.
8) ASTM C1184: Structural silicone sealants.
9) ASTM C1248: Staining.
10) ASTM D412: Modulus.
11) ASTM D5893: Silicone Joint Sealant for Concrete Pavements.
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12) Federal Specification TT-S-001543A.
13) Federal Specification TT-S-00230C.
14) GSA CID A-A-272A.
15) GSA CID A-A-1556.
b. Comply with Manufacturer’s ambient condition requirements.
c. Sealants must meet Manufacturer's shelf-life requirements.
d. Sealants must adhere to and be compatible with specified substrates.
e. Sealants shall be stable when exposed to UV, joint movements, and particular environment
prevailing at project location.
f. Primers (Concrete, stone, masonry, and other nonporous surfaces typically do not require a
primer. Aluminum and other nonporous surfaces except glass require use of a primer.
Installer Option to use Adhesion Test to determine if primer is required or use primer called
out in related sections):
1) Adhesion Test:
a) Apply silicone sealant to small area and perform adhesion test to determine if
primer is required to achieve adequate adhesion. If necessary, apply primer at
rate and in accordance with Manufacturer’s instructions. See ‘Field Quality
Control’ in Part 3 of this specification for Adhesive Test.
2) If Primer required, shall not stain and shall be compatible with substrates.
3) Allow primer to dry before applying sealant.
2. General Interior Sealants:
a. General:
1) Inside jambs and heads of exterior door frames.
2) Both sides of interior door frames.
3) Inside perimeters of windows.
4) Miscellaneous gaps between substrates.
b. Design Criteria:
1) Meet ASTM C920, Type S, Grade NS, NT, and Class 25 test requirements.
2) 100 percent silicone sealant.
c. Non-Paintable Sealant (Installer Option A):
1) Category Four Approved Product. See Section 01 6200 for definitions of Categories:
a) Dow Corning: Tub, Tile, And Ceramic Silicone Sealant.
b) Laticrete: Latasil Silicone Sealant.
c) Momentive Performance Materials (formerly, GE Sealants & Adhesives): GE
SCS2800 SilGlaze II Silicone Sealant.
d) Sherwin Williams: White Lightning Silicone Ultra Low Odor Window and Door
Sealant.
e) Tremco: Tremsil 200 Silicone Sealant.
f) Franklin International: Titebond 2601 (White) 2611 (Clear) 100% Silicone Sealant.
d. Paintable Sealant (Installer Option B):
1) Category Four Approved Product. See Section 01 6200 for definitions of Categories:
a) Momentive Performance Materials (formerly, GE Sealants & Adhesives): GE
SCS7000 Paintable Silicone Sealant.
3. Sealants For Interior Joints:
a. General:
1) Countertops and backsplash to wall.
2) Sinks and lavatories to countertops.
3) Joints between plumbing fixtures and other substrates
b. Interior Ceramic Tile Joints are furnished in Section 07 9213 and installed in Section 09 3013
'Ceramic Tiling' including the following:
1) Ceramic tile inside corners.
2) Ceramic tile and paver tile joints.
c. Description:
1) One-part acetoxy cure silicone sealant with fungicides to resist mold and mildew.
d. Design Criteria:
1) Meet ASTM C920, Type S, Grade NS, NT, and Class 25 test requirements.
2) 100 percent silicone sealant.
e. Color: As selected by Architect from Manufacturer's standard colors.
f. Category Four Approved Products. See Section 01 6200 for definitions of Categories:
1) Dow Corning: Tub, Tile, And Ceramic Silicone Sealant.
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2) Laticrete: Latasil Tile and Stone Silicone Sealant.
3) Momentive Performance Materials (formerly, GE Sealants & Adhesives): GE SCS1700
Sanitary Silicone Sealant.
4) Tremco: Tremsil 200 Silicone Sealant.
2.2 ACCESSORIES
A. Bond Breaker Tape:
1. Pressure sensitive tape as by Sealant Manufacturer to suit application.
2. Provide tape to prevent adhesion to joint fillers or joint surfaces at back of joint and allow sealant
movement.
B. Joint Backing:
1. Comply with ASTM C1330.
2. Flexible closed cell, non-gassing polyurethane or polyolefin rod or bond breaker tape as
recommended by Sealant Manufacturer for joints being sealed.
3. Oversized 25 to 50 percent larger than joint width.
C. Joint Cleaner:
1. Non-corrosive and non-staining type as recommended by Sealant Manufacturer, compatible with
joint forming materials.
D. Masking Tape:
1. Non-staining, non-absorbent tape product compatible with joint sealants and adjacent joint
surfaces.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification Of Conditions:
1. Examine substrate surfaces and joint openings are ready to receive Work.
a. Verify each sealant is compatible for use with joint substrates.
b. Verify joint surfaces are clean and dry.
c. Ensure concrete surfaces are fully cured.
2. Sealants provided shall meet Manufacturer's shelf-life requirements.
3. Notify Architect of unsuitable conditions in writing.
a. Do not proceed until unsatisfactory conditions are corrected.
4. Commencement of Work by installer is considered acceptance of substrate.
3.2 PREPARATION
A. Surface Preparation:
1. Remove existing joint sealant materials where specified.
a. Clean joint surfaces of residual sealant and other contaminates capable of affecting sealant
bond to joint surface using manufacturer’s recommended joint preparation methods.
b. Repair deteriorated or damaged substrates as recommended by Sealant Manufacturer to
provide suitable substrate. Allow patching materials to cure.
2. Surfaces shall be clean, dry, free of dust, oil, grease, dew, frost or incompatible sealers, paints or
coatings that may interfere with adhesion. Prepare substrates in accordance with Manufacturer’s
instructions:
a. Porous surfaces: Clean by mechanical methods to expose sound surface free of
contamination and laitance followed by blasting with oil-free compressed air.
b. Nonporous surfaces: Use two-cloth solvent wipe in accordance with ASTM C1193. Allow
solvent to evaporate prior to sealant application.
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c. Primers:
1) Primers enhance adhesion ability.
2) Use of primers is not a substitution for poor joint preparation.
3) Primers should be used always in horizontal application where there is ponding water.
3. Field test joints in inconspicuous location.
a. Verify joint preparation and primer required to obtain optimum adhesion of sealants to joint
substrate.
b. When test indicates sealant adhesion failure, modify joint preparation primer, or both and
retest until joint passes sealant adhesion test.
4. Masking: Apply masking tape as required to protect adjacent surfaces and to ensure straight
bead line and facilitate cleaning.
B. Joints:
1. Prepare joints in accordance with ASTM C1193.
a. Clean joint surfaces of contaminates capable of affecting sealant bond to joint surface using
Manufacturer’s recommended instructions for joint preparation methods.
b. Remove dirt, dust, oils, wax, paints, and contamination capable of affecting primer and
sealant bond.
c. Clean concrete joint surfaces to remove curing agents and form release agents.
C. Protection:
1. Protect elements surrounding the Work of this section from damage or disfiguration.
3.3 APPLICATION
A. General:
1. Apply silicone sealant in accordance with Manufacturer’s instructions.
2. Do not use damaged or deteriorated materials.
3. Install primer and sealants in accordance with ASTM C1193 and Manufacturer’s instructions.
4. Apply primer where required for sealant adhesion.
5. Install sealants immediately after joint preparation.
6. Do not use silicone sealant as per the following:
a. Apply caulking/sealant at temperatures below 40 deg F (4 deg C).
b. Below-grade applications.
c. Brass and copper surfaces.
d. Materials bleeding oils, plasticizers, and solvents.
e. Structural glazing and adhesive.
f. Surfaces to be immersed in water for prolonged time.
B. Joint Backing:
1. Install joint backing to maintain sealant joint ratios recommended by Manufacturer.
2. Install without gaps, twisting, stretching, or puncturing backing material. Use gage to ensure
uniform depth to achieve correct profile, coverage, and performance.
3. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid
backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch (9.5 mm)
deep.
C. Bond Breaker:
1. Install bond breaker where joint backing is not used or where backing is not feasible.
a. Apply bond-breaker tape in shallow joints as recommended by Sealant Manufacturer.
D. Sealant:
1. Apply sealant with hand-caulking gun with nozzle of proper size to fit joints. Use sufficient
pressure to insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical
joints from bottom to top.
2. Fill joint opening to full and proper configuration.
3. Apply in continuous operation.
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4. Tool joints immediately after application of sealant if required to achieve full bedding to substrate
or to achieve smooth sealant surface. Tool joints in opposite direction from application direction,
i.e., in vertical joints, from the top down. Do not 'wet tool' sealants.
5. Depth of sealant bite shall be 1/4 inch (6 mm) minimum and 1/2 inch (12.7 mm) maximum, but
never more than one half or less than one fourth joint width.
E. Caulk gaps between painted or coated substrates and unfinished or pre-finished substrates. Caulk
gaps larger than 3/16 inch (5 mm) between painted or coated substrates.
3.4 TOLERANCES
A. Provide joint tolerances in accordance with Manufacturer’s printed instructions.
3.5 FIELD QUALITY CONTROL
A. Adhesion Test (Installer Option to use adhesion test to determine if primer is required).
1. Perform adhesion tests in accordance with Manufacturer’s instructions and ASTM C1193, Method
A, Field-Applied Sealant joint Hand-Pull Tab:
a. Perform five (5) tests for first 1,000 linear feet (300 meters) of applied silicone sealant and
one (1) test for each 1,000 linear feet (300 meters) seal thereafter or perform one (1) test per
floor per building elevation minimum.
b. For sealants applied between dissimilar materials, test both sides of joints.
2. Sealants failing adhesion test shall be removed, substrates cleaned, sealants re-installed, and re-
testing performed.
3. Maintain test log and submit report to Architect indicating tests, locations, dates, results, and
remedial actions.
3.6 CLEANING
A. Remove masking tape and excess sealant.
B. Clean adjacent materials, which have been soiled, immediately (before setting) as recommended by
Manufacturer.
C. Waste Management: Dispose of products in accordance with manufacturer’s recommendation.
END OF SECTION
B L A N K P A G E
Table of Contents - 1 - Document 09 0000
D I V I S I O N 09: F I N I S H E S
09 6000 F L O O R I N G
09 6816 SHEET CARPET: BACK CUSHION, DIRECT GLUE
09 9000 P A I N T S A N D C O A T I N G S
09 9001 COMMON PAINTING AND COATING REQUIREMENTS
09 9324 INTERIOR CLEAR-FINISHED HARDWOOD
END OF TABLE OF CONTENTS
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SECTION 09 6816
SHEET CARPETING: Back Cushion, Direct Glue
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes But Is Not Limited To:
1. Coordination, sequencing, and scheduling for installation of Owner-Furnished carpet, carpet
base, carpet accessories, leveling compounds as described in Contract Documents and including
following:
a. Pre-Installation Conference.
b. Maintain Building Ambient Conditions including normal levels of humidity, lighting, heating,
and air conditioning for acceptability for beginning floor preparation and carpet installation.
c. Protection of carpet after installation of carpeting as required.
B. Related Requirements:
1. Section 01 0000: ‘General Requirements’:
a. Section 01 1200: Owner will furnish and install carpet and carpet base. This Section
establishes quality of materials and installation for information of Contractor, Architect, and
Owner's Representatives.
b. Section 01 3100: 'Project Management and Control'.
c. Section 01 4000: 'Quality Requirements' for administrative and procedural requirements for
quality assurance and quality control.
d. Section 01 4301: 'Quality Assurance – Qualifications' for minimum qualification levels
required.
e. Section 01 4523: 'Testing and Inspecting Services' for testing and inspection, and testing
laboratory services for materials, products, and construction methods.
f. Section 01 7800: ‘Closeout Submittals’.
1.2 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate completion of carpet installation with other trades.
B. Pre-Installation Conference:
1. Participate in pre-installation conference.
2. Schedule pre-installation conference before installation of flooring system.
3. Conference may be held at project site or other convenient site. Participants may also attend by
video or audio conference if approved by Project Manager.
4. Schedule conference after substrate preparation and ONE (1) week before installation of flooring
system.
5. In addition to agenda items specified Section 01 3100 and Section 09 0503, review following:
a. Review Owner’s Representative schedule for furnishing and installation carpet.
b. Review Flooring Manufacturer's installation conditions verification procedure and
requirements.
c. Review Building Ambient Conditions including normal levels of humidity, lighting, heating,
and air conditioning for acceptability for beginning floor preparation and carpet installation.
d. Review cleaning and disposal requirements.
e. Review protection requirements of carpet after installation of carpeting.
C. Scheduling:
1. Notify Flooring Installer when Building Ambient Conditions requirements are met before
installation of flooring system.
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2. Notify Owner’s Representative to coordinate installation of carpet.
1.3 DELIVERY, STORAGE, AND HANDLING
A. General:
1. Comply with instructions and recommendations of Manufacturer for special delivery, storage, and
handling requirements.
B. Delivery And Acceptance Requirements:
1. Deliver materials and accessories necessary for completion of carpet installation to site before
beginning installation of carpet.
2. Do not deliver materials before date scheduled for installation.
3. Transport carpet in manner that prevents damage and distortion. Bending or folding individual
carpet rolls or cuts from rolls is not recommended. When bending or folding is unavoidable for
delivery purposes, carpet is required to be unrolled and allowed to lie flat immediately upon arrival
at installation site.
C. Storage And Handling Requirements:
1. Store carpet and related materials in a climate-controlled, dry space.
2. Protect carpet from soil, dust, moisture and other contaminants and store on a flat surface.
3. Stacking heavy objects on top of carpet rolls or stacking more than three rolls is prohibited.
1.4 FIELD CONDITIONS
A. Ambient Conditions:
1. Building Conditions:
a. Conditions inside building shall be brought to levels to be normal at occupancy of building.
Conditions include normal levels of humidity, lighting, heating, and air conditioning. (HVAC
must be in operation thru out carpet installation):
1) Carpet installation is not to begin until HVAC system is operational and following
conditions are maintained for at least forty eight (48) hours before, during and seventy
two (72) hours after completion:
a) Carpet is to be installed when indoor temperature is between 65º - 95º F (18º - 35º
C) with maximum relative humidity of 65%.
b) Substrate surface temperature should not be less than 65º F (18º C) at time of
installation.
c) Do not allow temperature of indoor carpeted areas to fall below 50º F (10º C),
regardless of age of installation.
2) Maintain fresh air ventilation after installation for seventy two (72) hours minimum or
until lingering odors are gone.
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS
A. Category One VMR Manufacturers. See Section 01 6200 for definitions of Categories:
1. Materials supplied for carpet installation shall be complete package to match existing carpet and
carpet base.
B. Materials:
1. Carpet:
a. Match existing.
2. Carpet Base:
a.4-1/2 inch (115 mm) wide base made of same carpet from Manufacturer as used in each
room, but without cushion backing. Top edge of base serged with 1-1/4 inch (32 mm)
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polyester binding fabric to coordinate with Owner's color scheme. Roll edges of binding
fabric under and sew along top edge of carpet cove base.
2.2 ACCESSORIES
A. Carpet Accessories: Snap-in vinyl reducer strips and vinyl track.
B. Floor Leveling Compound, Floor Patching Compound, And Latex Underlayment: As recommended
and approved by Carpet Manufacturer.
C. Floor Stoning:
1. Provide at bottom of Rostrum Ramp.
2. Provide at base plate for Rostrum Riser when located at Rostrum platform framing.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Evaluation And Assessment:
1. Carpet Areas:
a. Variation In Grade:
1) Plus or minus 1/8 inch (3 mm) in any 10 foot (3 meter) of floor slab and distance
between high point and low point of slab of 1/2 inch (13 mm).
b. Testing Procedure:
1) Place ends of straightedge on 3/8 inch (10 mm) high shims.
2) Floor is satisfactory if 1/4 inch (6 mm) diameter steel rod rolled under straightedge will
not touch anywhere along 10 foot (3 meter) length and 1/2 inch (13 mm) diameter steel
rod will not fit under straightedge anywhere along 10 foot (3 meter) length.
c. Notify Owner’s Representative in writing if floor surface is not acceptable to install carpet:
1) Do not lay carpet over unsuitable surface. Commencing installation constitutes
acceptance of floor and approval of existing conditions.
3.2 PREPARATION
A. Carpet Areas:
1. Flooring Preparation:
a. Owner-Furnished Product Supplier’s Responsibility:
1) Prepare floor substrate in accordance with ‘CRI Carpet Installation Standard’ best
practices to receive carpet installation and to provide installation that meets warranty
requirements.
2) Verify concrete surface cured, clean, dry, and free of foreign substances that will
compromise carpet and/or installation.
b. Concrete floor slab patching:
1) Cracks, chips and joints must be properly patched or repaired.
c. Concrete surface cured, clean, dry, and free of foreign substances that will compromise
carpet and/or other flooring installations:
1) Removal of curing compounds.
2) Remove paint, sealer, grease, oil, silicone sealants, and other materials incompatible
with flooring adhesives.
3) Removal of overspray from painted walls (essential so glue will stick).
d. Moisture vapor emission tests and alkalinity test of concrete slab has been preformed.
e. Vacuum and damp mop floor areas to receive flooring before flooring installation.
2. Relaxing / Conditioning Carpet:
a. Highly recommended that carpet be unrolled and allowed to relax in installation area for time
period that conforms to requirements of manufacturer of product being installed:
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b. Protect carpet adequately from soil, dust, moisture and other contaminants.
c. Sundry items, such as adhesives, should also be conditioned.
3. Carpet Accessories:
a. Owner-Furnished Product’s Responsibility:
1) Sundry items, such as adhesives, shall be conditioned to building ambient conditions
before use.
3.3 INSTALLATION
A. Carpet:
1. General:
a. Install carpet and carpet base in accordance with ‘CRI Carpet Installation Standard’ and
Manufacturer’s written instructions supplied with product.
b. Adhesion of carpet cushion (or secondary backing) to floor substrate and adhesion of carpet
primary and secondary backings shall be continuous on floor surface so there are no
bubble, ridges, or any separation of carpet from backings or backing from floor substrate
caused by failure of carpet, backings or cushion, and adhesives as a system.
c. Install carpet under edge of metal thresholds where possible. Use specified carpet
accessories at exposed edges.
d. Generally, install carpet on Rostrum first, Chapel second.
2. Seaming Requirements:
a. Seal seams in accordance with Carpet Manufacturer's instructions and according to CRI
Carpet Installation Standard (2009) as applicable. Seam carpet base only at inside corners.
b. No seam separation in carpet and no more observable seams from any standing position
than that which is unavoidable using best seaming materials and practices available at time
of installation.
c. Lay rooms parallel to respective Corridors. Seam to permit best use of available carpet.
d. Quarter turning allowed only at cross-Corridors longer than 24 feet (7.315 m).
e. Use single or double seams at doorways (single seams preferred). Run nap of pieced
carpet in same direction.
f. Lay carpet lengthwise in Chapel.
g. Lay carpet lengthwise on Rostrum, parallel to Rostrum seating.
h. Carpet over Stairs must be laid in Manufactured roll sequence to coordinate with
surrounding carpet on floors. Double fill and end seams should be avoided whenever
possible.
B. Carpet Base:
1. Precut base so seams occur only at inside corners.
2. Scribe base to floor.
3. Spread adhesive over back side of base up to bottom of serging on edge or apply three 3/16 inch
(4.76 mm).minimum diameter beads of adhesive placed one inch apart on back of base with top
bead placed 2 inch (50 mm) down from serged edge of base and spread adhesive over back
surface of base up to bottom edge of serging.
a. Bird’s mouth finish should only be required when door frame is flush with wall.
b. If bird’s mouth is required, terminate at door frames or vertical trim with 45 degree angle,
bird mouth cut so serged edge turns down to contact frame or trim.
4. Do not allow adhesive beyond edge of base. Remove excess adhesive.
5. Do not use staples, nails, screws or other mechanical fasteners.
6. Set carpet base on brick walls at height either above or below horizontal mortar joint line.
3.4 ACCESSORIES
A. Floor Stoning:
1. Rostrum:
a. Apply as recommended to bottom of Rostrum Ramp and/or Rostrum Riser base plate if
shown on Rostrum platform framing when included on project.
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3.5 FIELD QUALITY CONTROL
A. Field Inspections:
1. Carpeting:
a. Unacceptable carpet after installation shall include but not be limited to:
1) Delaminating carpet from backings.
2) Fiber loss less than specified.
3) Edge raveling.
4) Fuzzing of carpet fibers.
5) Pilling of carpet fibers.
6) Appearance retention less than control samples attached to Agreement.
7) Dye bleeding.
8) Zippering fibers in carpet.
9) Color streaking.
10) Irregular tufts of fiber.
b. Unacceptable workmanship shall include but not be limited to:
1) Improper floor preparation before installation.
2) Failure of adhesive to completely adhere carpet to floor resulting in bubbles, ridges, or
ripples where carpet has separated from floor.
3) Seams that do not comply with specified requirements:
a) Raveled or untrimmed seams.
b) Seams not sealed, level, straight, or even.
c) Open seams.
d) Seams visibly open when viewed by Project Manager from standing position.
4) Sequence rolls, commercial match issues created by rolls being installed out of
sequence will require correction or replacement.
5) Failure to properly install carpet next to walls and door frames to eliminate gaps or
puckering of carpet.
6) Use of unspecified carpet.
7) Carpet base ends not finished to terminate at door frames or vertical trim shall have 45
degree angle 'birdsmouth' finish.
8) Adhesive exposed on carpet, on carpet base, beyond edges of carpet base, and on
other surfaces of building.
9) Carpet base that is not scribed to fit against floor with no gaps.
10) Carpet base attached by means other than acceptable carpet base adhesive.
B. Non-Conforming Work:
1. Carpeting:
a. Basis of Acceptable Carpeting: Source Quality Control Testing:
1) Carpet products not meeting Design Criteria and Source Quality Control Testing of this
specification will be considered unacceptable carpeting.
b. Unacceptable Carpeting:
1) Unacceptable carpeting will be rejected and shall be repaired or replaced at no
additional cost to Owner. Owner’s Representative will determine reasonable location of
acceptable transition points for removal of unacceptable carpet. Minimum replacement
size shall be:
a) Between nearest existing seams.
b) Between natural transition points or 12 feet (3.6 meters) of running length.
3.6 CLEANING
A. General:
1. Carpeting:
a. Carpet Installer’s Responsibility:
1) Remove any soiling and/or staining from carpet.
2) Remove excessive adhesive with manufacturer recommended adhesive removers.
b. Stair Treads:
1) Carpet Installer’s Responsibility:
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Sheet Carpeting: Back Cushion, Direct Glue - 6 - 09 6816
a) Clean all exposed surfaces of stair treads of adhesive spatter before it sets in
accordance with Manufacturer’s cleaning instructions.
B. Damage to building:
1. Carpeting:
a. Carpet Installer’s Responsibility:
1) Carpet Installer responsible for cleaning and repair of all damaged surfaces to their
original condition from carpet installation.
C. Waste Management:
1. Contractor’s Responsibility:
a. Provide adequate waste receptacles (dumpsters) and dispose of Owner Furnished materials
from building and property as specified in Section 01 7400.
2. Carpet Installer’s Responsibility:
a. All work areas are to be kept clean, clear and free of debris at all times.
b. Disposal of rubbish, wrapping paper, scraps, and trimmings in provided dumpster(s).
3.7 PROTECTION
A. Protection of Carpeting:
1. Contractor’s Responsibility:
a. No traffic of any kind on newly installed carpet for minimum of twenty four (24) hours after
installation is completed.
b. No wheeled traffic of any kind placement of furniture or equipment on carpet for minimum of
forty eight (48) hours after completion of carpet installation.
c. Protect carpet adequately from soil, dust, moisture and other contaminants after carpet
installation.
d. Protect carpet from abuse, vandalism, or damage occurring after installation is complete.
END OF SECTION
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Common Painting And Coating Requirements - 1 - 09 9001
SECTION 09 9001
COMMON PAINTING AND COATING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Common procedures and requirements for field-applied painting and coating.
B. Related Requirements:
1. Section 07 9213: 'Elastomeric Joint Sealants' for quality of Elastomeric Joint Sealants.
2. Sections under 09 9000 heading ‘Paints and Coatings’.
a. Pre-Installation conferences held jointly with Section 09 9001.
1.2 REFERENCES
A. Definitions:
1. Damage Caused By Others: Damage caused by individuals other than those under direct control
of Painting Applicator (MPI(a), PDCA P1.92).
2. Gloss Levels:
a. Specified paint gloss level shall be defined as sheen rating of applied paint, in accordance
with following terms and values, unless specified otherwise for a specific paint system.
Gloss Level ‘1’Traditional matte finish -
flat
0 to 5 units at 60 degrees to 10 units
maximum at 85 degrees.
Gloss Level ‘2’High side sheen flat -
'velvet-like' finish
10 units maximum at 60 degrees and 10 to
35 units at 85 degrees.
Gloss Level ‘3’Traditional 'eggshell-like
finish
10 to 25 units at 60 degrees and 10 to 35
units at 85 degrees.
Gloss Level ‘4’'Satin-like' finish 20 to 35 units at 60 degrees and 35 units
minimum at 85 degrees.
Gloss Level ‘5’Traditional semi-gloss 35 to 70 units at 60 degrees.
Gloss Level ‘6’Traditional gloss 70 to 85 units at 60 degrees.
Gloss Level “7’High gloss More than 85 units at 60 degrees.
3. Properly Painted Surface:
a. Surface that is uniform in appearance, color, and sheen and free of foreign material, lumps,
skins, runs, sags, holidays, misses, strike-through, and insufficient coverage. Surface free
of drips, spatters, spills, and overspray caused by Paint Applicator. Compliance will be
determined when viewed without magnification at a distance of 5 feet (1.50 m) minimum
under normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92).
4. Latent Damage: Damage or conditions beyond control of Painting Applicator caused by
conditions not apparent at time of initial painting or coating work.
B. Reference Standards:
1. The latest edition of the following reference standard shall govern all painting work:
a. MPI(a), 'Architectural Painting Specification Manual' by Master Painters Institute (MPI), as
issued by local MPI Accredited Quality Assurance Association having jurisdiction.
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Common Painting And Coating Requirements - 2 - 09 9001
b. MPI(r), 'Maintenance Repainting Manual' by Master Painters Institute (MPI), as issued by
local MPI Accredited Quality Assurance Association having jurisdiction.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conferences:
1. Schedule painting pre-installation conference after delivery of paint or coatings and before or at
same time as application of field samples.
a. Coordinate pre-installation conferences of all related painting and coating Sections under 09
9000 heading ‘Paints and Coatings’.
b. Schedule conference before preparation of control samples as specified in Sections under
09 9000 heading ‘Paints and Coatings’.
c. Conference to be held at same time as Section 09 2900 to review gypsum board finish
preparation.
2. In addition to agenda items specified in Section 01 3100, review following:
a. Review Quality Assurance for Approval requirements.
b. Review Quality Assurance Field Sample requirements.
c. Review Submittal requirements for compliance for MPI Approved Products.
d. Review Design Criteria requirements.
e. Review Cleaning requirements.
f. Review painting schedule.
g. Review safety issues.
3. Review additional agenda items from Sections under 09 9000 heading ‘Paints and Coatings’.
1.4 SUBMITTALS
A. Action Submittals:
1. Product Data:
a. Include following information for each painting product, arranged in same order as in Project
Manual.
1) Manufacturer's cut sheet for each product indicating ingredients and percentages by
weight and by volume, environmental restrictions for application, and film thicknesses
and spread rates.
2) Provide one (1) copy of ‘MPI Approved Products List’ showing compliance for each MPI
product specified.
a) MPI Information is available from MPI Approved Products List using the following
link: http://www.paintinfo.com/mpi/approved/index.shtml.
3) Confirmation of colors selected and that each area to be painted or coated has color
selected for it.
2. Samples: Provide two 4 inch by 6 inch (100 mm by 150 mm) minimum draw-down cards for each
paint or coating color selected for this Project.
B. Informational Submittals:
1. Manufacturer Instructions:
a. Manufacturer's substrate preparation instructions and application instruction for each
painting system used on Project.
2. Qualification Statement:
a. Applicator:
1) Provide Qualification documentation if requested by Architect or Owner.
C. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Record Documentation:
1) Manufacturer’s documentation:
a) Manufacturer's cut sheet for each component of each system.
b) Schedule showing rooms and surfaces where each system was used.
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Common Painting And Coating Requirements - 3 - 09 9001
1.5 QUALITY ASSURANCE
A. Regulatory Agency Sustainability Approval:
1. Conform to work place safety regulations and requirements of those authorities having jurisdiction
for storage, mixing, application and disposal of all paint and related hazardous materials.
2. Paint and painting materials shall be free of lead and mercury, and have VOC levels acceptable
to local jurisdiction.
3. Master Painters Institute (MPI) Standards:
a. Products: Comply with MPI standards indicated and listed in ‘MPI Approved Products List’.
b. Preparation and Workmanship: Comply with requirements in ‘MPI Architectural Painting
Specification Manual’ for products and coatings indicated.
B. Qualifications:
1. Applicator: Requirements of Section 01 4301 applies, but not limited to following:
a. Minimum five (5) years experience in painting installations.
b. Minimum five (5) satisfactorily completed projects of comparable quality, similar size, and
complexity in past three (3) years before bidding.
c. Maintain qualified crew of painters throughout duration of the Work.
d. Upon request, submit documentation.
C. Field Samples:
1. Before application of any paint system, meet on Project site with Architect, Owner's
representative, and Manufacturer's representative. Architect may select one (1) surface for
application of each paint system specified. This process will include establishing acceptable
substrate conditions required for Project before application of paints and coatings.
2. Apply paint systems to surfaces indicated by Architect following procedures outlined in Contract
Documents and Product Data submission specified above.
3. After approval of samples, proceed with application of paint system throughout Project. Approved
samples will serve as standard of acceptability.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Deliver specified products in sealed, original containers with Manufacturer's original labels intact
on each container.
2. Deliver amount of materials necessary to meet Project requirements in single shipment.
3. Notify Architect two working days before delivery of coatings.
B. Storage And Handling Requirements:
1. Store materials in single place.
2. Keep storage area clean and rectify any damage to area at completion of work of this Section.
3. Maintain storage area at 55 deg F (13 deg C) minimum.
1.7 FIELD CONDITIONS
A. Ambient Conditions:
1. Perform painting operations at temperature and humidity conditions recommended by
Manufacturer for each operation and for each product for both interior and exterior work.
2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on surfaces to be
painted.
a. Inspection of painting work shall take place under same lighting conditions as application.
b. If painting and coating work is applied under temporary lighting, deficiencies discovered
upon installation of permanent lighting will be considered latent damage as defined in MPI
Manual, PDCA P1-92.
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Common Painting And Coating Requirements - 4 - 09 9001
PART 2 - PRODUCTS
2.1 SYSTEMS
A. Performance:
1. Design Criteria:
a. Provide materials for use within each coating system that are compatible with one another
and substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
b. All materials, preparation and workmanship shall conform to requirements of ‘Architectural
Painting Specification Manual’ by Master Painters Institute (MPI).
c. All paint manufacturers and products used shall be as listed under Approved Product List
section of MPI Painting Manual.
d. Provide Premium Grade systems (2 top coats) as defined in MPI Architectural Painting
Specification Manual, except as otherwise indicated.
e. Where specified paint system does not have Premium Grade, provide Budget Grade.
f. Provide products of same manufacturer for each coat in coating system.
g. Where required to meet LEED (Leadership in Energy and Environmental Design) program
requirements, use only MPI listed materials having an “L” rating designation.
h. Color Levels:
1) Color Level II:
a) Number and placement of interior and exterior paint colors and gloss levels shall
be as defined by Color Level II from MPI Manual, PDCA P3-93 as modified in
following paragraph.
b) No more than one paint color or gloss level will be selected for same substrate
within designated interior rooms or exterior areas.
2) Color Level III:
a) Number and placement of interior and exterior paint colors and gloss levels shall
be Color Level III from MPI Manual, PDCA P3-93 as modified in following
paragraph.
b) Several paint colors or gloss levels will be selected for same substrate within
designated interior rooms or exterior areas.
B. Materials:
1. Materials used for any painting system shall be from single manufacturer unless approved
otherwise in writing by painting system manufacturers and by Architect. Include manufacturer
approvals in Product Data submittal.
2. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with
other coating materials, bear identifying labels on containers, and be of highest quality of an
approved manufacturer listed in MPI manuals. Tinting color shall be best grade of type
recommended by Manufacturer of paint or stain used on Project.
PART 3 - EXECUTION
3.1 APPLICATORS
A. Approved Applicators:
1. Meet Quality Assurance Applicator Qualifications as specified in Part 1 of this specification.
3.2 EXAMINATION
A. Verification Of Conditions:
1. Directing applicator to begin painting and coating work will indicate that substrates to receive
painting and coating materials have been previously inspected as part of work of other Sections
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Common Painting And Coating Requirements - 5 - 09 9001
and are complete and ready for application of painting and coating systems as specified in those
Sections.
B. Pre-Installation Testing:
1. Before beginning work of this Section, examine, and test surfaces to be painted or coated for
adhesion of painting and coating systems.
2. Report in writing to Architect of conditions that will adversely affect adhesion of painting and
coating work.
3. Do not apply painting and coating systems until party responsible for adverse condition has
corrected adverse condition.
C. Evaluation And Assessment:
1. Report defects in substrates that become apparent after application of primer or first finish coat to
Architect in writing and do not proceed with further work on defective substrate until such defects
are corrected by party responsible for defect.
3.3 PREPARATION
A. Protection Of In-Place Conditions:
1. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint
surfaces not intended to be painted. These items will not be spelled out in detail but pay special
attention to the following:
a. Do not paint finish copper, bronze, chromium plate, nickel, stainless steel, anodized
aluminum, or monel metal except as explicitly specified.
b. Keep cones of ceiling speakers completely free of paint. In all cases where painting of metal
speaker grilles is required, paint without grilles mounted to speakers and without grilles on
ceiling.
c. On existing work where ceiling is to be painted, speakers and grilles are already installed,
and ceiling color is not being changed, mask off metal grilles installed on ceiling speakers. If
ceiling color is being changed, remove metal grilles and paint, and mask off ceiling
speakers.
B. Surface Preparation:
1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for
each painting system specified, unless instructed differently in Contract Documents. Bring
conflicts to attention of Architect in writing.
2. Fill minor holes and cracks in wood surfaces to receive paint or stain.
3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces before
painting or finishing.
4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor during
rainy or frosty weather. Interior surfaces shall be dry before painting. Moisture content of
materials to be painted shall be within tolerances acceptable to Paint Manufacturer.
5. Sand woodwork smooth in direction of grain leaving no sanding marks. Clean surfaces before
proceeding with stain or first coat application.
3.4 APPLICATION
A. Interface With Other Work:
1. Coordinate with other trades for materials and systems that require painting before installation.
2. Schedule painting and coating work to begin when work upon which painting and coating work is
dependent has been completed. Schedule installation of pre-finished and non-painted items,
which are to be installed on painted surfaces, after application of final finishes.
B. Paint or finish complete all surfaces to be painted or coated as described in Contract Documents,
including but not limited to following items.
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Common Painting And Coating Requirements - 6 - 09 9001
1. Finish casework and wood trims that are specified to be installed under Section 06 2001 and that
are not called out to be factory-or shop-finished. Back prime wood elements to be installed
against concrete or masonry or that may be subjected to moisture.
2. Metal reveals at ceiling access doors.
C. Apply sealant in gaps 3/16 inch (5 mm) and smaller between two substrates that are both to be
painted or coated. Sealants in other gaps furnished and installed under Section 07 9213.
D. On wood to receive a transparent finish, putty nail holes in wood after application of stain using natural
colored type to match wood stain color. Bring putty flush with adjoining surfaces.
E. In multiple coat paint work, tint each succeeding coat with slightly lighter color, but approximating
shade of final coat, so it is possible to check application of specified number of coats. Tint final coat to
required color.
F. Spread materials smoothly and evenly. Apply coats to not less than wet and dry film thicknesses and
at spreading rates for specified products as recommended by Manufacturer.
G. Touch up suction spots after application of first finish coat.
H. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats.
I. Use fine sandpaper between coats as necessary to produce even, smooth surfaces.
J. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping.
K. Finished work shall be a 'Properly Painted Surface' as defined in this Section.
3.5 FIELD QUALITY CONTROL
A. Non-Conforming Work:
1. Correct deficiencies in workmanship as required to leave surfaces in conformance with 'Properly
Painted Surface,' as defined in this Section.
2. Correction of 'Latent Damage' and 'Damage Caused By Others,' as defined in this Section, is not
included in work of this Section.
3.6 CLEANING
A. General:
1. As work proceeds and upon completion of work of any painting Section, remove paint spots from
floors, walls, glass, or other surfaces and leave work clean, orderly, and in acceptable condition.
B. Waste Management:
1. Remove rags and waste used in painting operations from building each night. Take every
precaution to avoid danger of fire.
2. Paint, stain and wood preservative finishes and related materials (thinners, solvents, caulking,
empty paint cans, cleaning rags, etc.) shall be disposed of subject to regulations of applicable
authorities having jurisdiction.
3. Remove debris caused by work of paint Sections from premises and properly dispose.
4. Retain cleaning water and filter out and properly dispose of sediments.
END OF SECTION
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Interior Painted CMU - 1 - 09 9122
SECTION 09 9122
INTERIOR PAINTED CMU
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Preparing and painting unfinished interior CMU walls as described in Contract Documents.
2. Preparing and painting existing interior CMU surfaces listed below as described in Contract
Documents:
B. Related Requirements:
1. Section 09 9001: 'Common Painting And Coating Requirements':
a. Pre-installation conference for Sections under 09 9000 heading ‘Paints and Coatings’.
1.2 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conferences:
1. Participate in pre-installation conference as specified in Section 09 9001.
a. 'Attachment: Paint Color Schedule' for O&M / R&I Projects.
PART 2 - PRODUCTS
2.1 SYSTEM
A. Manufacturer:
1. Category Four Approved Products and Manufacturers. See Section 01 6200 for definitions of
Categories:
a. Products listed in edition of MPI Approved Product List current at time of bidding and later
are approved, providing they meet VOC requirements in force where Project is located.
B. Description:
1. New Surfaces: Use MPI(a) INT 4.2D Latex Finish system.
2. Previously Finished Surfaces: Use MPI(r) REX 4.2H Latex Finish system.
C. Performance:
1. Design Criteria:
a. New Surfaces: MPI Premium Grade finish requirements.
b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements.
c. Sound Existing Surfaces: MPI Custom Grade finish requirements.
d. Gloss / Sheen Level Required: Gloss Level 5.
D. Materials:
1. Block Filler, Over unfinished Masonry Only: MPI Product 4: ‘Block Filler, Latex, Interior/Exterior’.
2. Finish Coats: MPI Product 141: ‘Latex, Interior, High Performance Architectural, Semi-Gloss
(MPI Gloss Level 5)’.
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Interior Painted CMU - 2 - 09 9122
PART 3 - EXECUTION
3.1 APPLICATION
A. General: See appropriate paragraphs of Section 09 9001.
B. Existing Painted Surfaces:
1. Remove deteriorated existing paint by scraping or sanding. Wash surfaces that have been
defaced with marking pens, crayons, lipstick, etc, with solvent recommended by Paint
Manufacturer. Spot prime such surfaces.
2. Sand areas of existing sound paint if necessary for bonding of new paint system. Clean existing
painted surfaces, sanded or not, with mild soap and water, or with tri-sodium phosphate (TSP).
3. Fill large holes with patching and small holes and cracks with spackle.
4. Apply one coat primer to scraped and sanded areas.
5. Apply one finish coat. Completely cover voids in masonry block but do not fill.
END OF SECTION
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Interior Clear-Finished Hardwood - 1 - 09 9324
SECTION 09 9324
INTERIOR CLEAR-FINISHED HARDWOOD
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Preparing and finishing of new interior clear finished hardwood as described in Contract
Documents.
B. Related Requirements:
1. Section 06 2210: ‘Miscellaneous Wood Trim’.
2. Section 06 4115: ‘Rostrum Casework’.
3. Section 06 4512: ‘Architectural Woodwork Wood Trim’.
4. Section 09 9001: 'Common Painting And Coating Requirements':
a. Pre-installation conference for Sections under 09 9000 heading ‘Paints and Coatings’.
1.2 REFERENCES
A. Association Publications:
1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada,
46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org.
a. Architectural Woodwork Standards (AWS), 1st Edition, 2009.
B. Reference Standards:
1. Kitchen Cabinet Manufacturers Association / American National Standards Institute:
a. ANSI/KCMA A161.1-2000 (R2005) 23-Jan-2001 ‘Recommended Performance and
Construction Standards for Kitchen and Vanity Cabinets.’
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conferences:
1. Participate in pre-installation conference as specified in Section 09 9001.
2. In addition to agenda items specified in Section 01 3100 and Section 09 9001, review following:
a. Review control sample.
1.4 SUBMITTALS
A. Action Submittals:
1. Samples:
a. Interior Hardwood for Transparent Finish:
1) Requirements for samples are specified in Related Requirement Sections listed above.
b. Design Criteria:
1) Sample will be used as performance standard for evaluating finish provided.
B. Informational Submittals:
1. Test And Evaluation Reports:
a. Before beginning finish work, submit Finish Manufacturer's literature or certification that
finish material meets requirements of ANSI / KCMA A161.1.
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Interior Clear-Finished Hardwood - 2 - 09 9324
PART 2 - PRODUCTS
2.1 SYSTEM
A. Materials:
1. Stain: MPI 90, 'Stain, Semi-Transparent, for Interior Wood'.
2. Clear Finish Coats:
a. Field Finished:
1) Chemcraft International Inc:
a) First, Second, And Third Coats: 20 Sheen Opticlear Pre-Catalyzed Lacquer.
2) ICI Dulux / Trinity:
a) First Coat: ICE Vinyl Sanding Sealer.
b) Second And Third Coats: ICI Pre-Catalyzed Lacquer.
3) Lilly / Valspar:
a) First, Second, And Third Coats: 20 Sheen Pre-Catalyzed Lacquer 587E208.
4) Sherwin-Williams:
a) First Coat: T67F3 Vinyl Sealer.
b) Second And Third Coats: T77F38 Sherwood Pre-Catalyzed Lacquer DRE.
b. Mill Finished: Architectural Woodwork finished in a mill may use one (1) coat of Vinyl Sealer
and two (2) coats of Conversion Varnish or three (3) coats of Conversion Varnish from one
(1) of the approved Finish Manufacturers, as recommended by Finish Manufacturer.
c. Products meeting testing requirements for finishes of ANSI / KCMA A161.1 may be used
upon approval of submission by Architect before use. See Section 01 6200.
3. Color:
a. Design Criteria:
1) Finish to match Owner selected sample.
b. Approved Finish:
1) Performance standard: Owner provided sample of existing wood item from existing
project to be used as Control Sample.
B. Performance:
1. Design Criteria: General: See appropriate paragraphs of Section 09 9001.
PART 3 - EXECUTION
3.1 APPLICATION
A. General:
1. See appropriate paragraphs of Section 09 9001.
2. Sand entire exposed surface of item to be finished lightly with 120 to 150 non-stearated
sandpaper and clean before applying dye or stain.
3. Apply stain in accordance with Manufacturer's recommendations and as necessary to attain
correct color.
4. Scuff sand with 220 non-stearated sandpaper between application of application stain and first
finish coat.
5. If wood is finished before installation, finish cut ends and other unfinished, exposed surfaces
same as previously finished surfaces after installation of wood.
B. Where back-priming is required, apply one coat of finish material.
END OF SECTION