Specifications Page 1 of 1
6a/ I -40D3 010
Sean Cowan /OM Sa. iwi
From: JWestfall @dowa.com
Sent: Wednesday, November 07, 2007 4:20 PM
To: S :- S.w -
Cc: dianek @mail.4uilstead.us, Matthew Dalla Corte
Subject: Art 1 -Hr wall
Attachments: " • a •:ch' ent 01.pdf; PR 02 attachment 02.pdf
Sean, here are the revised sketches. Please let me know if you can run a copy to the City or not. If you
cannot, I will try to make arrangements to do so, thanks.
John P. Westfall
Associate
Dull Olson Weekes Architects Inc.
319 SW Washington Street #200 I Portland, Oregon 97204
503.226 6950 I 503.273.9192 fax
jestfall@dowa.com I www.dowa.com
DISCLAIMER:
The information contained in this e-mail is intended only for the individual or entity to whom it is addressed. Its contents (including any attachments) are
confidential and may contain privileged information If you are not an intended recipient you must not use, disclose, disseminate, copy or print its
contents If you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.
11/8/2007
Al •
/8/07
EXISTING NEW
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1"1" Tigard - Tualatin School District
9000 SW Durham Rd Phone: (503) 431 -5400 RA -2.O
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Exterior Finish Replacement project# 07014
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9000 SW Durham Rd Phone: (503) 431 -5400 RA-1.0
319 SW WASHINGTON ST #200 r PORTLAND OR 97204 Tigard, OR 97224 -5539
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*C eFIVED
JUN I8 2007
PROJECT MANUAL OM' O1 ' 11 (jPRW
FOR BUTLDING DIVISION
TIGARD HIGH SCHOOL
AUDITORIUMIARTS BUILDINGS -
EXTERIOR FINISH REPLACEMENT
School DistrictTigard Tualatin School District
6960 Sandburg Road
Tigard, Oregon 97223
June 7, 2007
P2 - O
O 'FICE COPY
D U L L qoao f PVP
O L S O N W E E K E S
architects"
SET NO.
PROJECT MANUAL
FOR:
Tigard High School
Auditorium/Arts Building -
Exterior Finish Replacement
for
(OWNER)
Tigard- Tualatin School District
6960 Sandburg Road
Tigard, Oregon 97223
(ARCHITECT)
Dull Olson Weekes Architects
319 SW Washington St., No. 200
Portland, OR 97204
PH: 226 -6950 / FAX: 273 -9192
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June 7, 2007
TABLE OF CONTENTS
Table of Contents
DIVISION 0 - BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT
Document 00300 Bid/Tender Form
DIVISION 1 - GENERAL REQUIREMENTS
Section 01300 Submittals 4
01400 Quality Control 2
01500 Construction Facilities and Temporary Controls — Remodel Work 4
01700 Contract Closeout 3
DIVISION 2 - SITEWORK
Section 02072 Minor Demolition for Remodeling 3
DIVISION 3 - CONCRETE
DIVISION 4 - MASONRY
DIVISION 5 - METALS
DIVISION 6 - WOOD & PLASTIC
Section 06112 Framing and Sheathing 6
DIVISION 7 - THERMAL & MOISTURE PROTECTION
Section 07213 Batt and Blanket Insulation 3
07620 Sheet Metal Flashing and Trim 5
07900 Joint Sealers 8
DIVISION 8 - DOORS & WINDOWS
Section 08110 Metal Doors and Frames 5
08410 Aluminum Entrances and Storefront 6
08700 Door Hardware 7
08800 Glazing 7
DIVISION 9 - FINISHES
Section 09220 Portland Cement Plaster (Stucco) 8
09260 Gypsum Board Systems 5
09650 Resilient Flooring 4
09830 Elastomeric Coatings 4
09900 Painting 12
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J TOC -1
Pnmed 6/6/07
TABLE OF CONTENTS
DIVISION 10 - SPECIALTIES
DIVISION 11 - EQUIPMENT
DIVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15 - MECHANICAL
DIVISION 16 - ELECTRICAL
END OF TABLE OF CONTENTS
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J TOC -2
Pnnted 6/6/07
•
DOCUMENT 00300
BID FORM
PROPOSAL
FOR
TIGARD HIGH SCHOOL - AUDITORIUM /ARTS
EXTERIOR FINISH REPLACEMENT
Tigard - Tualatin School District 23J
Tigard, Oregon
Date: , 2007
TO:
Mr. Roy Burling, Chief Financial Officer
Tigard - Tualatin School District 23J
6960 Sandburg Road
Tigard, Oregon 97223
FROM:
Dear Sir:
Having carefully examined the Project Manual entitled "TIGARD HIGH SCHOOL AUDITORIUM /ARTS
BUILDINGS - EXTERIOR FINISH REPLACEMENT" to be located at Tigard High School in Tigard Oregon, and
the Drawings, similarly titled, as well as the premises and conditions affecting the work, the Undersigned states he
has the personnel and means to complete the work and proposes to furnish all labor and materials and to perform all
work required by and in strict accordance with the above named documents for the following sums:
1.01 BASE BID
For the Base Bid, as defined in the Project Manual and Drawings, the sum of:
DOLLARS($ )
1.02 TIME OF COMPLETION
The Undersigned agrees to complete the work within the number of calendar days as stipulated in the
Owner - Contractor Agreement and the Supplementary Conditions Section, if any.
The schedule below contains certain specific dates. These dates shall be adhered to and are the last
acceptable dates, unless modified by mutual agreement between Contractor and the Owner. All dates
indicated at midnight, unless otherwise stipulated. The only exceptions to this schedule are defined in the
General Conditions under 8.3 - Delays and Extensions of Time.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 00300 -1
DOCUMENT 00300
BID FORM
Construction Begins: On or About July 01, 2007
Final Completion: On or About August 20, 2007
1.03 CONTRACT & BONDS
Should the Undersigned be notified of the acceptance of this bid within 30 days after the time set for
opening bids, he agrees to execute a contract for the above work, for a compensation computed from the
above sums, and to furnish certificate of insurance and performance, labor and material payment and
maintenance bonds as required by the Project Manual.
1.04 BID GUARANTEES
The Undersigned further agrees that the check or bid bond accompanying this bid shall be left in escrow
with the Owner, that its amount or penal sum is the measure of damages which the Owner will sustain by the
failure of the Undersigned to execute said agreement, certificate and bonds; and that if the Undersigned fails
to deliver the said documents within 15 days after written notice of the award of the contract to him, then
the check shall become the property of the Owner or the bid bond shall remain in full effect. But if this bid
is not accepted within 30 days after the time set for opening bids, or if the Undersigned delivers said
contract, certificate and bonds, then the check shall be returned to him or the bid bond shall become void.
1.05 LIQUIDATED DAMAGES
Liquidated damages may be withheld by the Owner in accord with Paragraph 9.11 of AIA Document A201
— General Conditions to the Contract for Construction.
1.06 RESIDENCY
Pursuant to ORS 279C.370, bidder (check one) is /is not a resident bidder. If not, indicate
State of residency
1.10 ADDENDA
Receipt of the following Addenda to the Contract Documents is acknowledged.
Addendum No. Date Addendum No. Date
Addendum No. Date Addendum No. Date
Addendum No. Date Addendum No. Date _
Addendum No. Date Addendum No. Date
1.11 LEGAL STATUS OF BIDDER
(Signature of Bidder)
By (Name)
(Title)
(Legal name of person, firm or corporation)
(Business Address)
(Telephone Number)
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 00300 -2
DOCUMENT 00300
BID FORM
The names of the president, treasurer and manager of the bidding corporation, or the names and residences
of all persons and parties interested in this proposal as partners or principals are as follows:
State of Oregon Contractor's License No.
1.12 STATE PROVISIONS
Comply with the requirements of ORS 279C.370 and complete Document 00435 — First -Tier Subcontractor
Disclosure Form as stated in AIA Document A701 — Instructions to Bidders, subparagraph 4.3.6.
Document 00435 must be completed and submitted by 4:00 P.M. Pacific Daylight Time, June 25, 2007.
The undersigned specifically agrees to the provisions required by ORS 279C.800 -870 pertaining to the
Prevailing Wage Rates which are included in this Contract.
Respectfully submitted this date of , 2007
Firm Name:
Address:
Signature:
Name (type):
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 00300 -3
SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submittal Procedures.
B. Timing of Submittals.
C. Construction Progress Schedules.
D. Schedule of Values.
E. Shop Drawings.
F. Product Data.
G. Samples.
H. Manufacturer's Instructions.
I. Manufacturers' Certificates.
1.02 RELATED REQUIREMENTS
A. Section 01400 - Quality Control: Manufacturers' field service reports.
B. Section 01700 - Contract Closeout: Closeout Procedures.
1.03 SUBMITTAL PROCEDURES
A. Submit schedule of all shop drawings, product data and samples specified in each individual
section of the project manual. Include submittal and installation dates of each product and
assembly. Coordinate with construction schedule and allow ample time, but in no case less than 14
days, for Architect's review. Allow time for possible disapproval and resubmittal.
B. Deliver submittals to Architect at address listed on title sheet of Project Manual or as approved by
Architect.
C. Transmit each item under Architect - accepted form. Identify Project, Contractor, subcontractor,
major supplier; identify pertinent Drawing sheet and detail number, and Specification Section
number, as appropriate. Clearly identify deviations from Contract Documents. Provide space for
Contractor and Architect review stamps.
D. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products
required, field dimensions, adjacent construction Work, and coordination of information, is in
accordance with the requirements of the Work and Contract Documents.
E. Comply with construction schedule for submittals related to Work progress. Coordinate submittal
of related items.
F. After Architect review of submittal, revise and resubmit as required, identifying changes made
since previous submittal.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01300
SUBMITTALS
G. Do not fabricate products or begin work which requires submittals until return of submittal with
Architect acceptance.
H. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly
report any inability to comply with provisions.
1.04 TIMING OF SUBMITTALS
A. GENERAL
1. The listing of submittals hereinafter is set forth generally as a check list for the
Contractor's convenience and is general in nature.
2. The Architect reserves the right to add to this list in case of omissions of any submittals
specified in other Sections but not listed hereinafter.
B. SUBMITTALS — REQUIRED AFTER NOTICE OF AWARD CONTRACT
1. A designation of the Work to be performed by the Contractor by his own forces, within 7
days or Notice of Award.
2. List of Subcontractors and major material suppliers for principal portions of the Work
shall be submitted within 48 hours of Notice of Award.
C. SUBMITTALS, PRIOR TO NOTICE TO PROCEED
1. Executed Agreement
2. Performance and Labor & Material Payment Bonds per Oregon Law (ORS 279.029,
279.542, 701.430) with certified copy of Power of Attorney from Attorney -in -Fact
executing bonds.
3. Certified copies of Contractor's Liability Insurance Policies (AIA Doc. G705).
D. SUBMITTALS, WITHIN 7 DAYS AFTER NOTICE TO PROCEED AND PRIOR TO
FIRST PAYMENT APPLICATION
1. Schedule of values.
2. Schedule of submittals.
3. Copies of acquired building permit licenses etc. to complete the work of this contract.
4. Construction schedule.
E. SUBMITTALS, PRIOR TO EACH MONTH'S PAYMENT
1. Application and Certificate for Payment (AIA Document G702 and G703).
2. Notarized affidavit of payments to all subcontractors and major material suppliers (see
application for payment).
3. Updated construction schedule.
4. Public Works Contractor Wage Certification per Oregon Law.
F. SUBMITTALS, PRIOR TO SUBSTANTIAL COMPLETION
1. Notification to Architect that work of the Project is substantially complete, including a
listing of items of work to be completed or corrected, together with a certificate of
occupancy or occupancy permit issued by the Local Building Department for the entire
Project.
1.05 CONSTRUCTION PROGRESS SCHEDULE
A. Submit initial progress schedule in duplicate for Architect review.
B. Revise and resubmit as required.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01300
SUBMITTALS
C. Review revised schedules with each Application for Payment, identifying changes since previous
version.
D. Submit a horizontal bar chart or CPM with separate line for each major section of Work or
operation, identifying first work day of each week.
E. Show complete sequence of construction by activity, identifying Work of separate stages and other
logically grouped activities. Indicate the early and late start, early and late finish, float dates, and
duration.
F. Indicate estimated percentage of completion for each item of Work at each review.
G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery
dates, including those furnished by Owner and under Allowances.
1.06 SCHEDULE OF VALUES
A. Submit typed schedule on MA Form G703; Contractor's standard form or media -driven printout
will be considered on request.
B. Format: Table of Contents of this Project Manual. Identify each line item with number and title of
the major Specification Sections.
C. Revise schedule to list change orders, for each application for payment.
1.07 SUBMITTALS
A. Submit maximum two contractor copies, if necessary provide one reproducable at contractors
option, plus two copies of all general work and three copies of all structural, mechanical, electrical
and all other architectural consultants work which will be retained by the Architect. In addition
add additional copies as required for governing agency reviews.
B. Present in a clear and thorough manner. Title each drawing with Project name.
C. Identify field dimensions; show relation to adjacent or critical features or Work or products.
D. Contractor shall number submittals by submittal section number, followed by a number which
sequentially numbers submittals in order submitted to Architect; for example 07900 -1. If the
submittal must be resubmitted it shall be identified as 07900 -1 -R1 and subsequent resubmittals
shall be sequentially numbered in order as resubmitted.
1.08 PRODUCT DATA
A. Submit the number of copies which the Contractor requires plus two copies of all general work and
three copies of all structural, mechanical and electrical work which will be retained by the
Architect.
B. Submit only pages which are pertinent; mark each copy of standard printed data to identify
pertinent products, referenced to Specification Section and Article number.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 3
SECTION 01300
SUBMITTALS
C. Modify manufacturer's standard schematic drawings and diagrams to supplement standard
information and to provide information specifically applicable to the Work. Delete information not
applicable.
1.09 SAMPLES
A. Submit full range of manufacturer's standard finishes except when more restrictive requirements
are specified, indicating colors, textures, and patterns, for Architect selection.
B. Submit samples to illustrate functional characteristics of products, including parts and attachments.
C. Approved samples which may be used in the Work are indicated in the Specification section.
D. Label each sample with identification required for transmittal letter.
E. Submit the number of samples specified in individual specification sections. One of which will be
retained by the Architect.
F. Provide field samples of finishes at Project, at location acceptable to Architect, as required by
individual Specifications section. Install each sample complete and finished. Acceptable finishes
in place may be retained in completed work.
1.10 MANUFACTURER'S INSTRUCTIONS
A. Manufacturer's instructions for storage, preparation, assembly, installation, start-up, adjusting,
balancing, and finishing under provisions of Section 01400.
1.11 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification sections, submit manufacturers' certificate to
Architect/Engineer for review, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting
reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to
Architect.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 4
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Quality Assurance /Control of Installation.
B. Inspection and Testing Laboratory Services.
1.02 RELATED REQUIREMENTS
A. AIA Document A201 - General Conditions: Inspection and testing required by governing
authorities.
B. Section 01300 - Submittals: Submittal of Manufacturer's Instructions and Certificates.
1.03 QUALITY CONTROL, GENERAL
A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce work of specified quality.
B. Comply fully with manufacturers' instructions, including each step in sequence.
C. Should manufacturer's instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
D. Comply with industry standards except when more restrictive tolerances or specified requirements
indicate more rigid standards or more precise workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
F. Secure products in place with positive anchorage devices designed and sized to withstand stresses,
vibration, and racking.
G. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate,
that products meet or exceed specified requirements.
1.04 MANUFACTURERS' FIELD SERVICES
A. When specified in respective Specification Sections, require manufacturer to provide qualified
personnel to observe ' field conditions, conditions of surfaces and installation, quality of
workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to
make appropriate recommendations.
B. Representative shall submit written report within 7 days to Architect listing observations and
recommendations.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 231 1
SECTION 01400
QUALITY CONTROL
1.05 INSPECTION AND TESTING LABORATORY SERVICES
A. Unless noted otherwise in individual Specification Section, Owner will employ and pay for
services of an Independent Testing Laboratory to perform inspections, tests, and other services
required by individual Specification Sections.
B. Services will be performed in accordance with requirements of governing authorities and with
specified standards.
C. Reports will be submitted to Architect in duplicate giving observations and results of tests,
indicating compliance or non - compliance with specified standards and with Contract Documents.
D. Contractor shall cooperate with Testing Laboratory personnel; furnish tools, samples of materials,
design mix, equipment, storage and assistance as requested.
1. Notify Architect and Testing Laboratory 24 hours prior to expected time for operations
requiring testing services.
2. Make arrangements with Testing Laboratory and pay for additional samples and tests for
Contractor's convenience.
E. When tests or inspections indicate non - compliance with the Contract Documents, subsequent
retesting occasioned by such non - compliance shall be performed by the same personnel as
performed the initial tests or inspections. Cost for retesting will be charged to the Contractor by
deducting expenses from contract sum.
F. Remove and replace any work found defective or not in compliance with the Contact Documents at
no additional cost to Owner, and furnish notice for retesting as specified hereinbefore.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water and sanitary
facilities.
B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work and water control.
C. Construction Facilities: Access roads, parking, progress cleaning, and temporary buildings.
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Final cleaning.
1.03 TEMPORARY ELECTRICITY
A. Connect to existing power service. Power consumption shall not disrupt Owner's need for
continuous service.
B. Owner will pay cost of energy used unless usage exceeds capability of existing service. Exercise
measures to conserve energy. Contractor shall furnish and pay for any electrical power required
for the project over and above existing service capability.
C. Provide power outlets for construction operations, with branch wiring and distribution boxes
located as needed. Provide flexible power cords as required.
D. Permanent convenience receptacles may be utilized during construction.
1.04 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service and facsimile (FAX) on separate, dedicated line,
to field office at time of project mobilization.
B. Maintain services from mobilization through remodel substantial completion.
1.05 TEMPORARY WATER SERVICE
A. Connect to existing water source for construction operations.
B. Owner will pay cost of water used. Exercise measures to conserve water.
C. Extend branch piping with outlets located so water is available by hoses with threaded
connections. Provide temporary pipe insulation to prevent freezing.
1.06 TEMPORARY SANITARY FACILITIES
A. Provide and maintain adequate number of required facilities and enclosures for use of all persons
and trades employed on Work during construction period.
1. Toilet facilities.
2. Washing facilities.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
B. Existing facilities may not be used.
1.7 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner's use of
site, and to protect existing facilities and adjacent properties from damage from construction
operations and demolition.
B. Provide protection for plant Iife designated to remain. Replace damaged plant life.
C. Protect non -owned vehicular traffic, stored materials, site and structures from damage.
D. Provide barricades required by governing authorities for work in public rights of way.
1.8 TEMPORARY FENCING
A. Provide commercial grade chain link fencing. Locate around construction site, and around staging
area. Locate as approved by Owner's Representative. Larger area may be fenced if requested by
Contractor and approved. Equip with vehicular gates and locks.
B. Construction: 6 foot high minimum. Provide precast concrete block type foundation with 2 holes
per block; Provide "S" brace every 5 sections of fence minimum, or as required to adequately
support fence.
1.9 PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified in individual specification
Sections.
B. Provide temporary and removable protection for installed products. Control activity in immediate
work area to minimize damage.
C. Prohibit traffic from landscaped areas.
1.10 SECURITY
A. Provide security and facilities to protect Work, and existing facilities, and Owner's operations from
unauthorized entry, vandalism, or theft.
B. Coordinate with Owner's security program.
1.11 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove waste materials, debris, and rubbish from site periodically and dispose off -site.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
1.12 VEGETATION DAMAGE CONTROL
A. Protect all existing trees to remain on site from foliage, trunk, and root damage.
B. Provide barricades and maintain same around all trees, shrubs or other landscaped areas adjacent
to work of this Contract to protect such areas from damage of any nature caused by construction
operations.
C. Replace any plantings damaged or destroyed with plants of equivalent size, type and nature as
approved by Architect.
1.13 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to
Substantial Completion inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition. Restore permanent
facilities used during construction to specified condition.
1.14 POLLUTION CONTROL
A. Burning or burying of rubbish and waste materials on Site prohibited. Provide dump box for
collection of waste materials.
B. Disposal of volatile fluid wastes (such as mineral sprits, oil or paint thinner) in storm or sanitary
sewer systems is prohibited.
1.15 TEMPORARY FIRST AID FACILITIES
A. Provide adequate first aid facilities for construction personnel.
1.16 TEMPORARY FIRE PROTECTION
A. Take all precautions to prevent possibility of fire resulting from construction operations.
Particularly avoid hazardous accumulations of rubbish and unsecured, flammable materials.
B. Provide emergency fire extinguishing equipment of adequate type and quantity, readily available
and properly maintained.
1.17 DUST CONTROL
A. Periodically wet down Site as required to keep flying dust to minimum.
1.18 SITE ACCESS and TEMPORARY USE OF SITE ROADS
A. Coordinate staging, use of on -site parking, and on -site circulation of contractor vehicles with
Owner's Representative prior to commencing work.
B. Maintain access to public thoroughfares to serve construction area, as necessary.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 3
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
C. Relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow.
D. Provide and maintain access to fire hydrants, free of obstructions.
E. Provide means of removing mud from vehicle wheels before entering streets.
F. Provide barricades, warning signs, flag men or other traffic regulators which may become
necessary for protection of public, construction personnel and property.
G. Protect existing pavement and driveways from damage from construction equipment.
1.19 PARKING
A. Arrange for temporary parking areas to accommodate construction personnel and project visitors.
Coordinate with Owner's Representative.
1.20 FIELD OFFICES AND SHEDS
A. General: Furnish and install a field office building (s) adequate in size and accommodation for all
Contractor's offices, job site meetings, Superintendent's office, supply room and tool room.
B. Locate office and sheds as directed by Owner's Representative.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 4
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Prerequisites to Substantial Completion.
B. Prerequisites to Contract Closeout.
C. Reinspection Procedures.
D. Final Cleaning.
E. Adjusting.
F. Project Record Documents.
G. Operation and Maintenance Data.
H. Warranties.
1.02 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning.
1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION
A. In progress payment request coincident with or first following date claimed, show either 100%
completion for portion of work claimed as "substantially complete ", or list incomplete items, value
of incompletion, and reasons for being incomplete. Include supporting documentation for com-
pletion as indicated in these contract documents.
B. Submit statement showing accounting of changes to the Contract Sum.
C. Obtain and submit releases enabling Owner's full and unrestricted use of the work and access to
services and utilities, including (where required) occupancy permits, operating certificates, and
similar releases.
D. Deliver tools (purchased under this Contract for work in this Contract), spare parts, extra stocks of
materials, and similar physical items to Owner.
E. Complete fmal cleaning up requirements, including touch -up of marred surfaces.
F. Upon receipt of Contractor's written request for substantial completion inspection, Architect will
either proceed with inspection or advise Contractor of prerequisites not fulfilled.
G. Following initial inspection, Architect will either prepare certificate of substantial completion, or
advise Contractor of work which must be performed prior to issuance of certificate; and repeat
inspection when requested and assured that work has been substantially completed.
H. Results of completed inspection will form initial "punch list" for final acceptance.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01700
CONTRACT CLOSEOUT
1.04 PREREQUISITES TO CONTRACT CLOSEOUT
A. Letter referencing the Architect's last punch list by date, stating that all items listed have been
completed and requesting a contract completion inspection.
B. Submit final payment request with final releases and supporting documentation not previously
submitted and accepted. Include certificates of insurance for projects and completed operations
where required.
C. Submit updated final statement, accounting for additional (final) changes to Contract Stun.
D. Submit certified copy of Architect's final punch list of itemized work to be completed or corrected,
stating that each item has been completed or otherwise resolved for acceptance, endorsed and
dated by Architect.
E. Submit consent of surety.
F. Submit specific warranties, workmanship/ maintenance bonds, maintenance agreements, final
certification and similar documents, all complete in final form.
1.05 REINSPECTION PROCEDURES
A. Upon receipt of Contractor's notice that work has been completed, including punch list items
resulting from earlier inspections, and excepting incomplete items delayed because of acceptable
circumstances, Architect will reinspect work.
B. Upon completion of reinspection, Architect will either prepare certificate of final acceptance or
advise Contractor of work not completed obligations not fulfilled as required for final acceptance;
if necessary, procedure will be repeated.
C. Should additional reinspections (i.e., more than one reinspection for any item or portion of work)
be required before the Work is accepted, the cost for each additional reinspection will be charged
to the Owner at the Architect/Engineer's hourly rate. The Owner shall have the right to deduct
such charges from the contract amount as provided in the Conditions of the Contract.
1.06 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean debris from gutters and drainage systems.
C. Clean site; sweep paved areas, rake clean landscaped surfaces.
D. Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.07 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to the Work:
1. Contract Drawings.
2. Project Manual.
3. Addenda.
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01700
CONTRACT CLOSEOUT
B. Store Record Documents separate from documents used for construction.
C. Record information concurrent with construction progress.
D. Project Manual: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction
including:
1. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
2. Field changes of dimension and detail.
3. Details not on original Contract Drawings.
F. Submit record documents to Architect prior to final Application for Payment.
1.08 WARRANTIES
A. Provide notarized copies.
B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers.
C. Provide Table of Contents and assemble in Triplicate.
D. Submit prior to final Application for Payment.
E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal
within ten days after acceptance, listing date of acceptance as start of warranty period.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 3
SECTION 02072
MINOR DEMOLITION FOR REMODELING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 WORK INCLUDED
A. Remove designated building equipment and fixtures.
B. Remove designated partitions and components.
C. Remove designated finish materials as required for new finishes.
D. Temporary partitions to protect existing building.
E. Cap and identify utilities.
1.03 RELATED WORK
A. Section 01010 - Summary of Work: Precautions concerning asbestos and related work by District.
B. Section 01300 - Submittals: Project record documents.
C. Section 01500 - Temporary Facilities: Fences and Barricades.
D. Section 01500 - Temporary Facilities: Protection of existing buildings.
E. Section 01500 - Temporary Facilities: Cleaning during construction.
1.04 SUBMITTALS
A. Submit demolition and removal procedures and schedule under provisions of Section 01300.
B. Permits and notices authorizing demolition.
C. Certificates of severance of utility services.
D. Permit for transport and disposal of debris.
E. Submit record drawings under provisions of Section 01300.
1.05 EXISTING CONDITIONS
A. Conduct demolition to minimize interference with adjacent building areas. Maintain protected
egress and access at all times.
B. Provide, erect, and maintain temporary barriers and security devices.
C. Arrange and pay for disconnecting, removing, and capping utility services within areas of
demolition. Disconnect and stub off.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 02072 -1
Panted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 02072
MINOR DEMOLITION FOR REMODELING
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
3.01 PREPARATION
A. Provide bracing and shoring as needed.
B. Erect and maintain weatherproof closures for exterior openings.
C. Erect and maintain temporary partitions to prevent spread of dust, fumes and smoke, to other parts
of the existing building.
D. Protect existing items which are not indicated to be altered.
E. Mark location of disconnected utilities. Identify utility, indicate capping locations and distance
from finish floor on Project Record Documents.
F. The Owner will within seven days notice from Contractor transfer any undesignated and
freestanding furnishings and equipment out of the Work area.
3.02 EXECUTION
A. Noise Control: Maintain a reasonable degree of quietness throughout progress of the Work so as
to not disturb classes in session in adjoining rooms or buildings or annoy residents of the
neighborhood. Rotary machines and tools must operate below OSHA noise and fume standards.
Concrete sawing and jackhammering shall be performed after regular school hours up to 9:00 p.m.
B. Demolish in an orderly and careful manner. Provide temporary structural support where walls are
to be removed.
C. Except where noted otherwise, immediately remove demolished materials from site.
D. Items requiring demolition and removal include, but are not limited to, the following:
1. Exterior walls.
2. Metal flashing and accessories.
3. Electrical equipment.
4. Roofing
E. Salvaged Items:
1. Remove materials to be re- installed or retained in manner to prevent damage. Store and
protect under provisions of Section 01600.
F. Remove materials to be re- installed or retained in manner to prevent damage. Store and protect
under provisions of Section 01600.
G. Demolition Drawings are diagrammatic and are intended to assist the Contractor in establishing the
general scope of work. Include all demolition work required to complete the project whether or
not specifically shown on demolition Drawings.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 02072 -2
Pnnted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 02072
MINOR DEMOLITION FOR REMODELING
H. Remove and promptly properly dispose of contaminated, infested, or dangerous materials
encountered.
I. The Contractor shall employ a demolition foreman knowledgeable in identification of asbestos
•
containing materials and shall instruct workmen at the Site to be on the look -out for materials that
may contain asbestos fibers and to not disturb or attempt to remove such materials.
J. The Contractor shall carefully demolish walls, ceilings, etc., which contain concealed space to
allow visual inspection for any material which may be suspect of containing asbestos fibers prior to
total scheduled demolition.
K. Should the Contractor discover any material which he suspects of containing asbestos fibers, the
Contractor shall stop working immediately and shall not carry on any activities in that area that
could disturb such materials. The School District will evaluate the circumstances and instruct the
Contractor on how and when to proceed with the Work.
L. The Contractor shall take every precaution possible to prevent the spread of asbestos fibers
throughout the Work under this Contract. The Contractor shall not break up and attempt to
remove or actually remove from the Work area any material suspected of containing asbestos
fibers (i.e., pipe insulation, sprayed -on fireproofing).
M. Asbestos fibers carried around the Work area or into the existing structure due to the Contractor's
carelessness or failure to follow the procedures specified herein shall, at the Contractor's expense,
be cleaned up in accordance with E.P.A. requirements.
N. Do not burn or bury materials on site.
O. Remove demolished materials from site as work progresses. Upon completion of work, leave
areas of work in clean condition.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 02072 -3
Prmted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Wall and Miscellaneous Sheathing.
B. Preservative and fire treatment of wood.
C. Wood blocking and curbing.
D. Building paper.
1.03 RELATED SECTIONS
A. Section 09220 — Portland Cement Plaster (Stucco): Coordinate location of building paper with
Stucco Installer.
B. Section 09260 - Gypsum Board Systems. Solid Block at Wall Reveals.
1.04 REFERENCES
A. APA — Engineered Wood Association.
B. AWPA - American Wood Preservers' Association: Book of Standards.
C. NFPA - National Forest Products Association.
D. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for West Coast Lumber.
E. WWPA - Western Wood Products Association.
F. ASTM C79: Standard Specification for Gypsum Sheathing Board.
1.05 QUALITY ASSURANCE
A. Lumber Grading Agency: Certified by WCLIB.
B. Plywood Grading Agency: Certified by APA.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 06112 -1
Prmted06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
1.06 REGULATORY REQUIREMENTS
A. Conform to State of Oregon Structural Specialty and Fire and Life Safety Code, latest adopted
edition, for size and type of fastener requirements.
B. Conform to UL requirements to achieve rating indicated.
1.07 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide technical data on wood preservative and application instructions.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Store and protect products under provisions of Section 01600.
PART 2 PRODUCTS
2.01 LUMBER MATERIALS
A. Lumber: PS 20; Douglas Fir graded in accordance with WCLIB Grading Rules; maximum
moisture content of 19 percent; S4S; of following species and grades:
1. Structural Light Framing: No. 2 grade.
2. Non - structural Light Framing: Standard grade.
3. 2x4 non - structural Framing and Studs: Stud Grade.
4. 2x6 Studs: No. 2 grade.
5. Beams and Stringers: No. 1 grade.
6. Posts and Timbers: No. 1 grade.
7. Blocking and Furring: No. 3 grade.
B. Lumber shall be stamped "S -DRY" for "2x" members and "S -GRN" for "4x" and "6x" members.
2.02 SHEATHING MATERIALS
A. Roof Sheathing - Repair Work:
1. APA Grade C -D; exterior glue plywood
B. Wall Sheathing:
1. APA Structural 1; exterior glue plywood.
2.03 GYPSUM WALL SHEATHING
A. Fire Resistant:
1. ASTM C36, Type X, 5/8 inch thick, 4 by 8 foot sheets, square edge on long edges, non-
combustible water repellent core with glass mat faces on front and back for resistance to
rain heat or wind.
2. Sheathing shall have a manufacturer's limited 6 month exposure warranty.
3. Acceptable manufacturer's: Georgia Pacific "Dens -Glass Gold ".
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 06112 -2
Printed 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
2.04 ACCESSORIES -
A. Fasteners: Electro - galvanized steel for exterior, high humidity, and treated wood locations; plain
finish elsewhere; size and type to suit condition and as recommended by manufacturer.
B. Joist Hangers: Galvanized steel, sized to suit joists and framing conditions; manufactured by
Simpson or approved.
C. Anchors: Expansion shield and lag bolt type for anchorage to solid masonry or concrete.
D. Sill Gasket: 1/4 inch thick, plate width; closed cell polyethylene form from continuous rolls.
E. Building Paper (Type I): ASTM D226, Type II, No. 30 unperforated asphalt saturated felt.
(Contractor may substitute 2- layers No. 15 unperforated asphalt saturated felts.)
F. Building Paper (Type II): Dupont "Tyvek Housewrap "; sealed with 3M 8086 Contractor
Sheathing Tape.
G. Protective Membrane: Protecto Wrap Company's "Ice and Water Guard ". WR Grace and
Company's "Ice and Water Shield ".
H. Substitutions: In conformance with Section 01600.
2.05 WOOD TREATMENT
A. Wood Preservative Pressure Treatment: AWPA Treatment A2CA or ACQ using waterborne .
preservative with 0.25 percent retainage. No incising of material exposed to view. Provide
quality mark "M2"
B. Materials to be Treated: Wood plates set on concrete foundation walls, interior wall plates set on
concrete slabs, furring and blocking in direct contact with concrete, mechanical curbs, cants,
roofing curb backup and all other lumber noted on Drawings to be treated.
C. Fire Retardant Treatment Chemicals: Treat lumber in accordance with AWPA C20; meet the
requirements of ASTM E 84. Mark treated limber with Class I, Flame Spread 25 fire performance
rating, or U.L. FR -S rating. Dry fire treated lumber to maximum 19 percent moisture content after
treatment
1. Acceptable Fire Treatments: Dricon FRT by Koppers, Fyr -Gard by Niedermeyer, Flame
Proof LHC by Osmose.
2. Materials to be treated: All wood and plywood products installed in the Type II 1 -Hour
portion of the project.
D. Certificate of Treatment: Furnish from treatment plant a certificate that the material furnished has
been treated as specified or stamp each piece with appropriate mark certifying treatment in
accordance with AWPA Standards.
PART 3 EXECUTION
3.01 WORKMANSHIP
A. General: All rough carpentry shall produce joints true, tight, and well nailed, with all members
assembled in accordance with the Drawings and with all pertinent codes and regulations.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 06112 -3
Printed 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
B. Selection of lumber pieces:
1. Carefully select all members. Select individual pieces so that knots and obvious defects
will not interfere with placing bolts or proper nailing or making connections.
2. Cut out and discard all defects which will render a piece unable to serve its intended
function. Lumber may be rejected by the Architect, whether or not is has been installed,
for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper
cutting and fitting.
3.02 FRAMING
A. Erect wood framing members level and plumb.
B. Place horizontal members laid flat, crown side -up.
C. Construct framing members full length without splices.
D. Double members at openings over 1 s.f. Install cripple studs over and under opening at stud
spacing.
E. Construct double joist headers at roof openings. Frame rigidly into joists.
F. Bridge joists in excess of 8 foot span at mid -span members. Fit solid blocking at ends of members.
G. Place sill gasket directly under exterior wall sill plates.
H. Coordinate installation of glu -lam beams and plate wood joist.
3.03 FIELD QUALITY CONTROL
A. Lumber Moisture Content: Moisture content in framing lumber shall not exceed 14
percent prior to installation of gypsum wall board.
3.04 WOOD BLOCKING AND CURBS
A. Blocking: Provide wood blocking in walls and roof openings.
B. Curbs: Curb all roof openings except where prefabricated curbs are provided. Form corners by
lapping side members alternatively.
C. Coordinate work with installation of decking and support of decking at openings.
D. Install blocking as required behind all wall mounted equipment including but not limited to items
such as brackets for TV/VCR monitors, projection screens, and accessories. Install solid blocking
behind all wall reveal items.
E. Provide fire blocking as required by IBC.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 06112 -4
Pu nted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
3.05 SHEATHING
A. Roof Sheathing: Secure sheathing perpendicular to framing members with ends staggered. Secure
sheet edges over firm bearing. Utilize "finished plywood" with "good face" down or exposed at
open roof overhangs.
B. Wood Wall Sheathing:
1. Install sheathing panels either horizontal or vertical with end joints staggered.
2. Space sheathing panels as recommended by sheathing manufacturer.
3. Eliminate sheathing pieces less than 1 foot wide with adjustment in layout.
4. Install preservative treated sheathing at locations indicated on Drawings.
5. Install sheathing for attachment of flashings, trims and fascias where identified.
6. Provide 2" nominal blocking at all unsupported panel edges.
C. Provide space of 1/8 inch in all directions when installing sheathing.
D. Gypsum Wall Sheathing: Apply sheathing horizontally or perpendicular to wall studs as indicated
on drawings, with ends staggered.
3.06 BUILDING PAPER
A. Provide a 2 -ply installation of building paper over all surfaces horizontally without
' wrinkles or buckles, weatherlap joints. Provide supplemental self - adhering membrane
installed at all corners and other locations where indicated.
B. Installation (2 layers):
1. Install one layer of Building Paper Type I over sheathing. Weatherlap all side
laps a minimum of 4- inches, and end laps a minimum of 6- inches. Temporarily
secure to substrate.
2. Install one layer of Building Paper Type II over previous layer. Weatherlap all
side laps a minimum of 4- inches, and end laps a minimum of 6- inches. Stagger
joints in each layer minimum 24 inches. Temporarily secure to substrate
3. Install self adhering protective membrane at all openings, inside and outside
corners, around penetrations, and other horizontal to vertical transitions.
Weatherlap material a minimum of 3- inches.
C. Where sheathing abuts concrete walls, overlap concrete at least 6 inches and tape or bed in
dampproofing.
3.07 COMPLETION
A. Adjusting Defective Work: Remove and replace defective sheathing and underlayment panels with
edges split or damaged by fasteners.
B. Final Cleaning: Remove fasteners, gypsum dust, sawdust, and unused panel pieces from site.
3.08 MINIMUM FASTENING SCHEDULE
A. Wood Wall Sheathing: 6 inches on center at wall, soffit, and panel edges and 12 inches on center
in the field, except where indicated otherwise on Drawings.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 06112 -5
Pnrted 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
B. Gypsum Wall Sheathing: Fasten sheathing to framing at 6 inches on center at wall, soffit and
panel edges and 10 inches on center in the field, except where indicated otherwise on Drawings.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 06112 -6
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07213
BATT AND BLANKET INSULATION
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
Division 1- General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Batt insulation and vapor barrier in framed exterior walls.
B. Batt insulation for filling perimeter window and door shim spaces.
1.03 REFERENCES
A. FS HH -I -521 - Insulation Blankets, Thermal (Mineral Fiber, for Ambient Temperatures).
B. FS HH -I -1252 - Insulation Thermal, Reflective (Aluminum Foil).
C. FS HH- I -1030A - Insulation Loose (glass or mineral).
D. ASTM C553 — Mineral Fiber Blanket and Felt Insulation (Industrial Type).
1.04 SYSTEM DESCRIPTION
A. Materials of this Section shall provide a thermal, vapor and air barrier at building enclosure
elements and sound attenuation at interior elements. Vapor barrier shall be on warm side (winter)
of the insulation of walls. The vapor barrier shall have a perm rating of one or less.
1.05 SUBMITTALS
A. Submit product data and manufacturer's installation instructions under provisions of Section
01300.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Owens - Corning Fiberglass.
B. Manville.
C. Certainteed
D. Substitutions: Under provisions of Section 01600.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07213 -1
Prmted 06/06/07 TIGARD-TUALATIN SCHOOL DISTRICT 23J
SECTION 07213
BATT AND BLANKET INSULATION
2.02 MATERIALS
A. Glass or Mineral Fiber Thermal Insulation:
1. Concealed Applications:
a. FS HH -I -521; preformed glass or mineral fiber batt; Type I - without membrane
for sound insulation and insulation under acoustical ceilings. Type III - with
reflective covering one side for exterior wall insulation.
b. Exterior walls - Contractors Option: Type I insulation without membrane and
separate Vapor Retarder; Lamotite 2835M Foil/Scrim/Kraft Lamotite.
2. Exterior applications where vapor barrier exposed
a. Fed. Spec. HH- I -521F Type III, Class "A" flame resistant, polypropylene film
face, reinforced with #11 kraft faced insulation batts
b. Color: Black, unless otherwise noted.
3. Thickness required for resistance (R values) as shown
2.03 INSULATION VALUES
A. Exterior Walls: R -19.
B. Sound and acoustic batts 3 ' /�" thick batts to fill wall cavity
2.04 ACCESSORIES
A. Tape: Bright aluminum, self adhering type mesh reinforced 2 inches wide.
B. Nails, Staples and Steel Wire: Electroplated; type and size to suit application.
PART 3 EXECUTION
3.01 PREPARATION
A. Verify adjacent materials are dry and ready to receive installation.
B. Verify mechanical and electrical services within walls have been installed and tested.
3.02 INSTALLATION
A. Concealed Applications — Exterior Walls:
1. Install batt insulation with reflective barrier in accordance with manufacturer's
instructions. Insulation shall be fastened to room side, face of stud, with vapor barrier
flanges overlapping on framing members.
2. Install insulation in.exterior wall framing spaces separating heated from unheated space.
3. Install wall insulation with factory applied membrane facing warm side of building
spaces. Tape seal butt ends and lapped side flanges. Tape seal tears or cuts in membrane.
4. Install insulation at wall/roof transition into gaps and voids to provide continuous
insulation envelope.
5. Tightly pack insulation into shim spaces at perimeter of windows and doors.
B.
C. Exposed applications- Exterior walls with exposed vapor retarder:
1. Adhere insulation hangers at spacing recommended by manufacturer
2. Press on fiber insulation
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07213 -2
Printed 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07213
BATT AND BLANKET INSULATION
3. Attach self locking washers
4. Tape ALL penetrations
D. Trim insulation neatly to fit spaces. Use batts free of damage.
E. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within
the plane of insulation. Leave no gaps or voids.
END OF SECTION
•
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07213 -3
Printed 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07620
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Roof counterflashings.
B. Miscellaneous flashings.
C. Sheet metal fascias.
1.03 RELATED SECTIONS
A. Section 07900 - Joint Sealers.
1.04 REFERENCES
A. ASTM B32 - Solder Metal.
B. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process.
A. ASTM A653 - Standard Specification for Steel Sheet, Zinc - Coated (Galvanized) or Zinc -Iron
Alloy- Coated (Galvannealed) by the Hot -Dip Process.
C. ASTM D226 - Asphalt - Saturated Organic Felt Used in Roofing and Waterproofing.
D. FS O -F -506 - Flux, Soldering, Paste and Liquid.
E. FS QQ -S -571 - Solder, Tin Alloy.
F. FS SS -C -153 - Cement, Bituminous, Plastic.
G. SMACNA - Architectural Sheet Metal Manual.
1.05 SYSTEM DESCRIPTION
A. Work of this Section is to physically protect roofing, siding and base flashings from damage that
would permit water leakage to building interior and provide finished appearance for copings,
fascias and facing.
B. Sheet metal installation must be warrantable as a complete system with Section 07530 -
Membrane Roofing. Sheet metal installer must pre - qualified with roofing manufacturer prior to
bid date.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07620 -1
Printed 06 /06/07 TIGARD-TUALAT1N SCHOOL DISTRICT 23J
SECTION 07620
SHEET METAL FLASHING AND TRIM
1.06 SUBMITTALS
A. Submit shop drawings and product data under provisions of Section 01300.
B. Shop Drawings:
1. Submit shop drawings which indicate profile sections of sheet metal panels and flashings.
2. Indicate sheet metal dimensions, spacing of anchors, and joint construction.
C. Submit authorization letter from roofing manufacturer, Section 07530, approving installer
qualifications.
1.07 QUALITY ASSURANCE
A. Applicator: Company specializing in sheet metal flashing work with 5 years minimum experience
and approved by membrane roof manufacturer for installation and warranty coverage. Refer to
Section 07530 - Membrane Roofing.
B. Conform to the construction and recommendation set forth in the "Architectural Sheet Metal
Manual" of the Sheet Metal & Air Conditioning Contractors National Association, Inc., Current
Edition, hereinafter in this Section called "SMACNA Manual ".
C. Installer shall be approved by roofing manufacturer for the installation of all sheet metal.
1.08 WARRANTY
A. Installer's Warranty:
1. Provide installer's written warranty against defects in materials and labor for a period of
two years.
2. Installer shall repair leaks in the sheet metal flashing system which occur during the
warranty time period.
3. Work of this section must be covered by warranty of Roof Membrane manufacturer.
B. Manufacturer's Warranty:
1. Provide manufacturer's standard 10 year warranty on coil coated steel sheets.
PART 2 PRODUCTS
2.01 MATERIALS
A. Coil Coated Steel Sheet:
1. Industry Standard for Steel: ASTM A 653, Grade A, 33,000 psi.
2. Thickness: 24 gage.
3. Protective Coating: ASTM A 792, 45 percent zinc and 55 percent aluminum by weight
applied to 1.9 mil thickness or G90 coating in accordance with ASTM A 525.
4. Bond Coat: Mill phosphatized and zinc chromate coated.
5. Prime Coat: Epoxy, 0.2 mils.
6. Finish Coat: Coil coated with Fluoropolymer, Kynar 500 base, 70 percent polyvinylidene
fluoride, PVF2, 0.8 mils, AAMA 605.2.
7. Total Finish Coat Dry Film Thickness: 1.0 mils.
8. Back Coat: Manufacturers standard bond coat and prime coat.
9. Color: Custom color as selected by Architect.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07620 -2
- Pnnted06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07620
SHEET METAL FLASHING AND TRIM
B. Steel Sheets:
1. Industry Standard for Steel: ASTM A 240.
2. Thickness: 24 Gage.
3. Protective Coating: ASTM A 792, 45 percent zinc and 55 percent aluminum by weight
applied to 1.9 mil thickness or G90 coating in accordance with ASTM A 525.
4. Bond Coat: Mill phosphatized and zinc chromate coated.
5. Prime Coat: Epoxy, 0.2 mils.
6. Finish Coat: Coil coated with Fluoropolymer, Kynar 500 base, 70 percent polyvinylidene
fluoride, PVF2, 0.8 mils, AAMA 605.2.
7. Total Finish Coat Dry Film Thickness: 1.0 mils.
8. Back Coat: Manufacturers standard bond coat and prime coat.
9. Color: Custom color as selected by Architect.
C. Fastening Materials:
1. Clips: Same gage and type as metal covering, 2 inches wide.
2. Concealed Fasteners for Galvanized Steel: Hot -dip galvanized steel nails and cadmium
plated screws or Dril -Flex by Elco Industries, Inc.
3. Exposed Fasteners For Coil Coated Steel: Stainless steel or cadmium plated screws with
neoprene grommeted washers, exposed surfaces finished to match color of coil coated
sheet steel.
4. Color Matching Rivets: Stainless steel rivets with prefinished color to match adjacent
sheet metal.
5. Solder for Steel: ASTM B 32, 50 percent tin, 50 percent lead solder with rosin flux.
6. Epoxy Seam Sealer: 2 part noncorrosive metal seam cement compound for stationary
riveted joints.
D. Accessory Materials:
I . Paper Slip Sheet: 5 pounds per 100 square feet minimum weight, rosin sized building
paper.
2. Bituminous Felt Paper: ASTM D 226, 15 pound unperforated asphalt saturated felt.
3. Roofing Cement: ASTM D 2822, asphaltic.
4. Bituminous Coating: SSPC Paint 12, solvent bituminous mastic, nominally free of
sulfur, compounded for 15 mil dry film thickness.
5. Membrance Flashing: Protecto Wrap Company's "Jiffy Seal ".
6. Mastic Sealants: Nonhardening, nonskinning, nondrying, nonmigrating polyisobutylene
rubber caulk, Vulkum as manufactured by Mamimco.
7. Lead Penetration Flashing Sheets: Federal Specification QQ- L -201f, Lead Sheet, 4
pounds per square foot.
E. Reglets:
1. Reglet Material: Micro -zinc or stainless steel.
2. Reglet Design: Recess or surface mounting for concrete, masonry, and framed walls as
indicated on Drawings.
F. Elastomeric Sealants:
1. Industry Standard: ASTM C 920, Class 25, Grade NS, Type M.
2. Color: As selected by Architect.
3. Comply with requirements in Section 07900, Joint Sealers.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07620 -3
Printed 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07620
SHEET METAL FLASHING AND TRIM
2.02 FABRICATION
A. Shop Forming Requirements:
1. Conform to details and description in SMACNA Architectural Sheet Metal Manual,
current edition, for workmanship and methods employed in forming, anchoring, and
cleating of sheet metal work.
2. Size metal joints for thermal movement of sheet metal.
3. Break form metal flashing sheets to sharp and true angles with flat surfaces free from
wave, warp, and buckle.
4. Fold exposed edges of sheet metal flashing back to form 1/2 inch wide concealed hem.
5. Fabricate flashings in 12 foot maximum lengths, unless otherwise required.
6. Provide joints not more than 8 feet from external and internal corners.
7. Utilize prepainted galvanized steel sheets in all locations or as indicated on Drawings.
8. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form
drip.
B. Fabrication of Counter flashing:
1. Fabricate counter flashing to cover building substrates from coping to roof, wall reglet to
roof, and equipment flashing to roof.
2. Fabricate counter flashing to terminate 3 inches above roof cant.
3. Fabricate counter flashing with 6 inch wide backup plate at butt expansion joints at 30
feet at center.
4. Shop miter, seam, and seal joints at counter flashing corners.
5. Use "S" lock joints on all panels.
C. Fabrication of Copings:
1. Fabricate copings per requirements of SMACNA Manual, Figure 3-4A.
2. Provide one -piece corner units.
3. Provide "Double Lock Standing Seam" joints at maximum 8 feet on center on top of
coping.
4. Provide drip edge at coping edges and hem.
D. Fabrication of Wall Flashing:
1. Fabricate coil coated steel wall flashing as detailed on Drawings.
2. Hem exposed edges.
3. Fabricate flashings as indicated on Drawings.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips
and reglets in place, and nailing strips located.
B. Verify membrane termination and base flashings are in place, sealed, and secure.
C. Beginning of installation means acceptance of conditions.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07620 -4
Pnnted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07620
SHEET METAL FLASHING AND TRIM
3.02 INSTALLATION
A. Surface Preparation:
1. Cover substrate surfaces with bituminous felt paper, overlap joints 2 inches minimum.
2. Felts must be installed 2" from perimeter fascia and under all wall areas.
3. Turn bituminous felt paper up 6 inches minimum on abutting vertical surfaces.
4. Double lay bituminous felt paper in valleys, over hips and at ridges.
5. Nail, staple, or adhesive tape anchor bituminous felt paper at 6 inch centers on laps and
edges.
6. Remove debris from reglets prior to installing counterflashing.
7. Install a canted taper, back to the roof area, on a parapet walls.
B. Installation of Counterflashing.
1. Install counterflashing from wall, wall reglet, and equipment flashing to 6 inches above
roof cant.
2. Provide for thermal movement of counterflashing at corners and joints.
3. Fill exposed joints with elastomeric sealant and concealed joints with mastic sealant.
C. Installation of Reglets:
1. Install reglets in masonry/concrete wall joints 4" above metal counterflashing.
2. Install surface mounted reglets above counterflashing in areas indicated on Drawings.
3. Install recessed reglets above counterflashing in areas indicated on Drawings.
D. Installation of Wall Flashing:
1. Install wall flashing at door heads, window heads and sills, wall louver heads, veneer
lintel angles window wall edges and where indicated on the Drawings.
2. Apply joint sealer as recommended by flashing manufacturer.
3.03 COMPLETION
A. Adjusting Defective Work:
1. Replace or repair and touch -up defective, damaged and/or scratched sheet metal work
prior to Substantial Completion.
2. Fill openings in exposed joints with elastomeric sealants.
3. Repair joints which fail to remain water tight.
B. Final Cleaning:
1. Clean exposed sheet metal prior to Substantial Completion.
2. Remove excess elastomeric sealant from exposed surfaces.
C. Protection of Dissimilar Metals:
1. Provide galvanic protection in areas where dissimilar metals are adjacent to each other.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07620 -5
Pnnted 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Preparing sealant substrate surfaces.
B. Sealant and backing.
1.03 RELATED SECTIONS
A. Section 08110 -Metal Doors and Frames: Sealants used in conjunction with door frames
B. Section 08410 - Aluminum Entrances and Storefront: Sealants used in conjunction with Aluminum
Framing Materials
C. Section 08800 - Glazing: Sealants used in conjunction with glazing methods
D. Section 09260 - Gypsum Board Systems: Sealants used in conjunction with dissimilar materials and
preparation for painting
1.04 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product data:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove compliance with the
specified requirements;
3. Shop Drawings or catalog illustrations in sufficient detail to show installation and
interface of the work of this Section with the work of adjacent trades;
4. Manufacturer's current recommended installation procedures which, when approved by
the Architect, will become the basis for accepting or rejecting actual installation
procedures used on the Work.
5. Written documentation of applicator's qualifications, including reference projects of
similar scope and complexity, with current phone contacts of architects and owners for
verification.
6. Certification from sealant manufacturers that their products are suitable for the use
indicated and comply with specification requirements.
7. Report from sealant applicator summarizing results of preconstruction field adhesion
testing.
1.05 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary
crafts and completely familiar with the specified requirements and methods needed for proper
performance of the work of this Section.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -1
Premed 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
B. Applicator qualifications:
1. Applicator shall have at least three years experience in installing materials of types
specified and shall have successfully completed at least three projects of similar scope
and complexity.
2. Applicator shall designate a single individual as project foreman who shall be on site at
all times during installation.
C. Perform work in accord with ASTM C -1193 guidelines except where more stringent requirements
are indicated or specified.
D. Preconstruction compatibility and adhesion testing:
1. Submit to joint sealant manufacturer samples of actual materials that will contact or affect
their joint sealants in the Work for compatibility and adhesion testing.
2. This testing will not be required where sealant manufacturer is able to furnish data
acceptable to Architect based on previous testing for adhesion and compatibility to
materials matching those of the Work.
E. Preconstruction field adhesion testing:
1. In jobsite field samples prior to general installation, conduct field -tests for adhesion of
joint sealants to actual joint substrates using proposed joint preparation methods
recommended by manufacturer.
2. Conduct tests for each type of sealant and substrate.
3. Locate field -test joints where inconspicuous or as approved by Architect.
4. Include areas typical of those requiring removal of existing sealants and utilize methods
proposed for sealant removal that have been pre- approved by Architect.
5. Test method: Use manufacturer's standard field adhesion test methods and methods
proposed for joint preparation to verify proper priming and joint preparation techniques
required to obtain optimum adhesion of joint sealants to joint substrate.
6. Evaluate and report results of field adhesion testing.
7. Do not use joint preparation methods or sealants that produce less than satisfactory
adhesion to joint substrates during testing.
8. Standard of acceptance: Joints installed during preconstruction field adhesion testing that
are accepted by Architect shall be retained as standard of acceptability and incorporated
into Work of that area during general installation.
9. At least one such standard of minimum 5 feet in length shall be established for each type
of sealant and substrate.
F. Schedule applications of waterproofmg, water repellents and preservative finishes after sealant
installation unless sealant manufacturer approves otherwise in writing. Ensure that installed
sealant is allowed to cure sufficiently prior to subsequent applications.
1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver the materials to the job site in the manufacturer's unopened containers with all labels intact
and legible at time of use.
B. Store materials in accord with manufacturer's recommendations with proper precautions to ensure
fitness of material when installed.
C. Comply with pertinent provisions of Section 01600.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -2
Pnnted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
1.07 SUBSTRATE CONDITIONS
A. General:
1. Provide joints properly dimensioned to receive the approved sealant system.
2. Provide joint surfaces that are clean, dry, sound and free of voids, deformations,
protrusions and contaminants which may inhibit application or performance of the joint
sealant.
3. Where expansion joints having preformed joint fillers are scheduled to be sealed, provide
a reservoir to accept the sealant such as by a molded breakaway joint cap or a removable
block out.
1.08 WARRANTY
A. Deliver to the Architect signed copies of the following written warranties against adhesive and ,
cohesive failure of the sealant and against infiltration of water and air through the sealed joint for a
period of 3 years from date of completion.
1. Manufacturer's standard warranty covering sealant materials;
2. Applicator's standard warranty covering workmanship.
PART 2 PRODUCTS
2.01 GENERAL
A. Acceptable manufacturer:
1. TremcoNulkem by Mameco International, Inc., Cleveland, OH 1- 800 - 321 -6412.
2. Sika
3. Precora
B. Provide all sealants from one manufacturer to insure compatibility.
C. Compatibility:
1. Provide joint sealants, joint fillers and accessory joint materials that are compatible with
one another and with joint substrates under project conditions.
2. Install joint sealants, joint fillers and related joint materials that are nonstaining to visible
joint surfaces and surrounding substrate surfaces.
D. Provide colors selected by Architect from manufacturer's standard color range.
2.02 ELASTOMERIC SEALANTS
A. Sealant Type A:
1. For exterior joints in vertical surfaces and non-traffic horizontal surfaces such as, but not
limited to:
a. Control and expansion joints in cast -in -place concrete.
b. Joints between architectural precast concrete units.
c. Control and expansion joints in unit masonry.
d. Metal panel joints.
e. Joints between marble or granite.
f. Cross joints in all copings and cross joints in all projecting stone work.
g. Joints in exterior insulation and finish system.
h. Joints between different materials listed above.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -3
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
i. Perimeter joints between materials listed above and frames of doors, windows,
storefronts, louvers and similar openings.
j. Control and expansion joints in ceiling and overhead surfaces.
k. Under metal thresholds and saddles.
1. Bedding bead for sheet metal flashings and frames of metal or wood.
m. Between laps in fabrications of sheet metal.
n. Other joints as indicated.
2. Provide single- component or multi- component, low- modulus, non -sag polyurethane
sealant that is suitable for continuous immersion in water; comply with ASTM C920,
Type S or M, Grade NS, Class 25.
B. Sealant Type B:
1. For interior joints in vertical surfaces and non - traffic horizontal surfaces such as, but not
limited to:
a. Control and expansion joints on exposed interior surfaces of exterior walls.
b. Perimeter joints on exposed interior surfaces of exterior openings.
c. Joints on underside of precast beams and planks.
d. Perimeter joints between interior wall surfaces and frames of interior doors,
windows, storefronts, louvers, elevator entrances and similar openings.
e. Trim or finish joints subject to movement.
f. Between laps in fabrications of sheet metal.
g. Other joints as indicated.
2. Provide single- component or multi- component, non -sag polyurethane sealant having plus -
or -minus 25 percent joint movement capability that is suitable for continuous immersion
in water; comply with ASTM C920, Type S or M, Grade NS, Class 25.
C. Sealant Type C:
1. For exterior and interior joints in horizontal and sloped traffic surfaces such as, but not
limited to:
a. Control, expansion and isolation joints in cast -in -place concrete.
b. Control, expansion and isolation joints in structural precast concrete units.
c. Joints between architectural precast concrete paving units.
d. Tile control and expansion joints.
e. Joints between different materials listed above.
f. Other joints as indicated.
2. Provide single- component or multi- component polyurethane sealant having a Shore A
hardness of not less than 25 or more than 50 and plus -or -minus 25 percent joint
movement capability that is suitable for continuous immersion in water; comply with
ASTM C920, Type S or M, Grade P or NS, Class 25.
D. Sealant Type D:
1. For exterior and interior joints in vertical surfaces and non -traffic horizontal surfaces
requiring a virtually odor free sealant.
2. Provide single- component, no vapor, low- modulus, 100 percent solids polyurethane
sealant that is suitable for continuous immersion in water; comply with ASTM C920,
Type S, Grade NS, Class 25.
3. Provide sealant comperable to Vulkem 921; Mameco International, Inc.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -4
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
E. Sealant Type E:
1. For exterior and interior joints in horizontal and sloped surfaces up to 6 percent requiring
a virtually odor free sealant.
2. Provide single- component, no vapor, low- modulus, 100 percent solids polyurethane
sealant that is suitable for continuous immersion in water. ASTM C920, Type S, Grade
P, Class 25.
3. Provide sealant comperable Vulkem 300SSL; Mameco International, Inc.
F. Sealant Type F:
1. For interior joints in vertical and horizontal surfaces requiring pick - resistant security
sealant such as, but not limited to:
a. Control and expansion joints on exposed interior surfaces of exterior walls.
b. Perimeter joints on exposed interior surfaces of exterior openings.
c. Perimeter joints between concrete surfaces and frames of interior doors,
windows and elevator entrances.
d. Trim or finish joints subject to minimal movement.
e. Other joints as indicated.
2. Provide single- component or multi- component, non -sag polyurethane sealant having a
Shore A hardness of 55 minimum.
3. Provide sealant comperable to Vulkem 617; Mameco International, Inc.
G. Sealant Type G:
1. For exterior and interior joints in vertical and horizontal surfaces requiring USDA
approved sealant.
2. Provide single- component or multi- component polyurethane sealant approved by United
States Department of Agriculture for incidental food contact with the cured sealant;
comply with ASTM C920, Type S or M, Grade P or NS, Class 25; select color from
listing of those approved.
3. Provide sealant comperable to Vulkem 45/116/227/245/626 /921; Mameco International,
Inc.
H. Sealant Type H:
1. For applications at acoustical walls in exposed locations around doors, windows and
concealed spaces at the intersection of a continuous metal track and concrete floor
2. Acoustical Butyl Rubber Calking, ASTM C919, Non -sag, one component
3. Provide sealant comperable to USG Acoustical Sealant as manufactured by U.S. Gypsum.
Sealant Type I:
1. For applications in concealed spaces, such as under continuous metal track and concrete
floor.
2. Acoustical Tape Sealant: Medium density Polyvinyl chloride Foam Tape Sealants: SST
15, Sealant Specialist Tape by Tremco.
J. Sealant Type J:
1. For applications such as under thresholds.
2. Calking: US. TT -S- 001657, Type I, with +/- 5 percent joint movement range, single
componant.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -5
Printed 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
K. Sealant Type K:
1. For applications around interior doors and windows, casework and backsplashes.
2. Water Based Acrylic Latex Sealant: ASTM C834. Single component, fast setting with
minimal shrinkage.
L. Sealant Type L:
1. For applications at exposed interior prefmished locations
2. At restrooms, mop sink and classroom sinks provide fungus resistant properties.
3. Silicone Sealant: ASTM C920, Grade NS, Type S, Class 25.
M. Sealant Type M:
1. For applications in concealed spaces, such as under continuous metal track and concrete
floor.
2. Acoustical Tape Sealant: Medium density Polyvinyl chloride Foam Tape Sealants: 440
II Tape by Tremco.
2.03 ACCESSORIES
A. Joint cleaner: Cleaner as recommended by sealant manufacturer for substrates indicated.
B. Joint primer: As recommended by sealant manufacturer for substrates, conditions and exposures
indicated.
C. Bond breaker: Polyethylene tape or other adhesive faced tape as recommended by sealant
manufacturer to prevent sealant contact where it would be detrimental to sealant performance.
D. Joint backer: Polyethylene, closed cell, foam rod or other compatible non - waxing, non - extruding,
non- staining resilient material in dimension 25 percent to 50 percent wider than joint width as
recommended by sealant manufacturer for conditions and exposures indicated.
E. Masking tape: Non - staining, non - absorbent tape product compatible with joint sealants and
adjacent joint surfaces that is suitable for masking.
F. Sand: Masons sand matching that used in Section 04300.
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper
installation, as selected by the Contractor and approved by the sealant manufacturer as compatible,
subject to the approval of the Architect.
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Coordinate as required with other trades to assure proper and adequate provision in the work of
those trades for interface with the work of this Section.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -6
Pnnted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
B. Applicator shall examine the areas and conditions under which work of this Section will be
performed.
1. Verify conformance with manufacturer's requirements;
2. Report unsatisfactory conditions in writing to the Architect;
3. Do not proceed until unsatisfactory conditions are corrected.
3.02 PREPARATION
A. Prepare surfaces to receive sealants in accord with sealant manufacturers instructions and
recommendations except where more stringent requirements are indicated.
B. Thoroughly clean joint surfaces using cleaners approved by sealant manufacturer whether primers
are required or not.
1. Remove all traces of previous sealant and joint backer by mechanical methods, such as by
cutting, grinding and wire brushing, in manner not damaging to surrounding surfaces.
2. Remove paints from joint surfaces except for permanent, protective coatings tested and
approved for sealant adhesion and compatibility by sealant manufacturer.
3. Remove wax, oil, grease, dirt film residues, temporary protective coatings and other
residues by wiping with cleaner recommended for that purpose. Use clean, white, lint -
free cloths and change cloths frequently.
4. Remove dust by blowing clean with oil -free, compressed air.
C. Provide joint backer material uniformly to depth required by sealant manufacturer for proper joint
design using a blunt instrument.
1. Fit securely by compressing backer material 25 percent to 50 percent so no displacement
occurs during tooling.
2. Avoid stretching or twisting joint backer.
D. Provide bond- breaker where indicated or recommended by sealant manufacturer, adhering strictly
to the manufacturers installation requirements.
E. Prime joint substrates where required.
1. Use and apply primer according to sealant manufacturers recommendations.
2. Confine primers to sealant bond surfaces; do not allow spillage or migration onto
adjoining surfaces.
F. Taping:
1. Use masking tape where required to prevent sealant or primer contact with adjoining
surfaces that would be permanently stained or otherwise damaged by such contact or the
cleaning methods required for removal.
2. Apply tape so as not to shift readily and remove tape immediately after tooling without
disturbing joint seal.
3.03 INSTALLATION
A. Provide the approved sealant system where shown on the Drawings, and in strict accord with the
manufacturer's recommendations as approved by the Architect.
B. Install sealants immediately after joint preparation.
C. Mix and apply multi- component sealants in accord with manufacturer's printed instructions.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -7
Printcd 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07900
JOINT SEALANTS
D. Install sealants to fill joints completely from the back, without voids or entrapped air, using proven
techniques, proper nozzles and sufficient force that result in sealants directly contacting and fully
wetting joint surfaces.
E. Install sealants to uniform cross - sectional shapes with depths relative to joint widths that allow
optimum sealant movement capability as recommended by sealant manufacturer.
F. Tool sealants in manner that forces sealant against back of joint, ensures firm, full contact at joint
interfaces and leaves a finish that is smooth, uniform and free of ridges, wrinkles, sags, air pockets
and embedded impurities.
1. Dry tooling is preferred; tooling liquids that are non - staining, non - damaging to adjacent
surfaces and approved by sealant manufacturer may be used if necessary when care is
taken to ensure that the liquid does not contact joint surfaces before the sealant.
2. Provide concave tooled joints unless otherwise indicated to provide flush tooling or
recessed tooling.
3. Provide recessed tooled joints where the outer face of substrate is irregular.
G. Remove sealant from adjacent surfaces in accord with sealant and substrate manufacturer
recommendations as work progresses.
H. "Sand" joints in masonry to match appearance of mortar joints.
I. Seal edges of wainscot(s) to door jambs.
J. Protect joint sealants from contact with contaminating substances and from damages. Cut out,
remove and replace contaminated or damaged sealants, immediately, so that they are without
contamination or damage at time of substantial completion.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 07900 -8
Pnnted 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08110
METAL DOORS AND FRAMES
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Rated and non -rated rolled steel doors, frames and relites.
1.03 RELATED SECTIONS
A. Section 07900 - Joint Sealers: Sealant materials and methods of installation.
B. Section 08700 - Door Hardware: Door hardware for swinging doors and manufacturer's
template's for door fabrication.
C. Section 08800 - Glazing: Door, window and relite glass and glazing sealants.
D. Section 09900 - Painting: Field painting of doors, frames and vision panels.
1.04 SUBMITTALS
A. Product Data:
1. Submit product information on doors and frames under provisions of Section 01300.
2. Indicate door core, frame profile, frame corner detail, hardware preparations, and details
of glazing, and door edges.
3. Indicate factory prime finish.
4. Submit manufacturer's installation instructions for "S" labeled doors. A copy shall be
sent to the Architect and a copy shall be kept at the jobsite.
•
B. Shop Drawings:
1. Submit shop drawings of door and frame work under provisions of Section 01300.
2. Include door schedule which indicates door, frame, and glazed opening size, and door
core materials.
3. Indicate profile and anchorage of glazing stops.
4. Indicate door and frame assembly fire rating and sound rating.
5. Indicate any conflicts between specifications, templates, door and frame fabrication.
C. Test Reports: Submit copies of manufacturer's test reports for fire rated, "S" labeled and sound
rated doors.
D. Templates: Submit letter to Architect certifying that Hardware Templates, from supplier of Door
Hardware — Section 08700, have been received and reviewed prior to fabrication of doors and
frames.
1.05 REFERENCES
A. DHI - Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames,
Insulated Steel Doors in Wood Frames and Builder's Hardware.
B. ADAAG - Americans with Disabilities Act Accessibility Guidelines.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -1
Punted 06/06/07
SECTION 08110
METAL DOORS AND FRAMES
C. NFPA 80 - Fire Doors and Windows.
D. UBC Standard 7 -2 — Positive Pressure Fire Test Method.
E. SDI -100 - Standard Steel Doors and Frames.
F. SDI -105 - Recommended Erection Instructions for Steel Frames.
G. UL 10B - Fire Tests of Door Assemblies.
H. UL 10C - Fire Tests of Door Assemblies.
I. ASTM A525 — General Requirements for Steel Sheet, Zinc - Coated (Galvanized) by the Hot Dip
Process.
J. ASTM A526 - General Requirements for Steel Sheet, Zinc - Coated (Galvanized) by the Hot Dip
Process, Commercial Quality.
K. ASTM A642 — Steel Sheet, Zinc- Coated (Galvanized) by the Hot -Dip Process, Drawing Quality,
Special Killed.
L. ASTM E283 Air Infiltration.
M. ANSI 224.1 - Modified Epoxy
1.06 QUALITY ASSURANCE
A. Conform to requirements of SDI -100.
B. Fire rated door and frame construction to conform to UL 10B and UL 10C.
C. Installed frame and door assembly to conform to NFPA 80 for fire rated class indicated in
Schedule.
D. "S" Labeled doors: Conform to UBC Standard 7 -2.
1.07 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire rated frames.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Acceptable Manufacturers:
1. Amweld
2. Ceco
3. Curries
4. Deansteel
5. Flemming
6. Republic
7. Steelcraft
8. Stiles Hollow Metal
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -2
Punted 06 /06/07
SECTION 08110
METAL DOORS AND FRAMES
B. Substitute Manufacturers:
1. Comply with requirements in Section 01600, Material and Equipment.
2.02 EXTERIOR DOOR FABRICATION
A. Fabrication of Standard Exterior Doors:
1. Industry Standard: ANSI/SDI 100, Grade II, Model 2, seamless.
2. Door Face Sheets: Minimum 18 gauge galvanized steel.
3. Door Edges: Seamless, continuous welded and ground smooth seam.
4. Door Top End Closure: Flush with steel channel, Tack weld in place, seams filled flush
to prevent water penetration.
5. Core: Steel stiffeners at 6 inches on center with fiberglass insulation.
6. Door Thickness: 1 -3/4 inches.
7. Finish:
a. Base metal: A60 galvanized finish
b. Primer: Manufacturer's standard polyamide epoxy primer, containing minimum
57 percent solids by volume. Comparable to Tnemec's N27 Typoxy.
c. Application Rate: 3 to 4 mils, dry film thickness.
d. Primer must be compatible with Industrial coating as specified in Section 09900.
2.03 FRAME FABRICATION
A. Fabrication of Exterior Door and Window Frames:
1. Industry Standard: ANSI/SDI 100.
2. Frame Metal: 16 gauge galvanized steel.
3. Frame Corners: Fully welded, all joints and corners shall have contact edges closed tight
and mitered. Provide watertight unit.
4. Frame Dimensions: 2 inch face or 4 inch face at masonry openings, 5/8 inch integral
stop, double rabbet with frame depth as shown on drawings.
5. Finish:
a. Base metal: A60 galvanized finish
b. Primer: Manufacturer's standard polyamide epoxy primer, containing minimum
57 percent solids by volume. Comparable to Tnemec's N27 Typoxy.
c. Application Rate: 3 to 4 mils, dry film thickness.
d. Primer must be compatible with Industrial coating as specified in Section 09900.
6. Fire Label: Furnish frames with fire label as indicated in door schedule and on Drawings.
7. Glass stops: Prepare window frame to receive glass stops on interior side of frame at
exterior window.
2.04 HARDWARE PREPARATION
A. Hardware Preparation:
1. Prepare doors and frames to receive door hardware, including cutouts, reinforcing,
drilling, and tapping.
2. Reinforce door frames with 3/16 inch by full width by 11 inch long steel plate reinforcing
welded to frame at hinge pockets, removable mullion heads, and closers.
3. Reinforce doors with 3/16 inch solid stock steel plate reinforcing welded to door at closer,
lock, exit device, pull handle, holder, and stop mounting locations, extending 2 inches
beyond hardware in each direction. Refer to manufacturer's template for recommended
reinforcing locations.
4. Prepare non -sound rated single interior door frames to receive three silencers on strike
jambs. Silencers provided by hardware supplier under Section 08700.
5. Prepare non -sound rated interior door frames for pairs of doors to receive four equally
spaced silencers on head. Silencers provided by hardware supplier under Section 08700.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -3
Printed 06/06/07
SECTION 08110
METAL DOORS AND FRAMES
6. Prepare fire rated doors and frames to meet requirements of NFPA 252, with
Underwriters Laboratories, Inc., Warnock - Hersey International, and CABO NER Report
for fire rating indicated on Door Schedule.
7. Furnish frames with 8 jamb anchors and 2 floor anchors, weld floor anchors to frame.
8. Prepare doors to receive hardware in compliance with ANSI A 115 and ADAAG
guidelines.
2.05 DOOR ACCESSORIES
A. Exterior Metal Louvers: Anemostat PLSL or Manufacturer's Standard meeting the following
requirements: "Inverted Splity" Slat, Non - Vision Louver Unit. Square edged, 18 gauge steel
frame, mitered corners and tamper resistant screws. Provide insect screen. Frame to match metal
window lites. Prime coated and compatible with Tnemec paint specified in Section 09900, ready
to receive field finish.
PART 3 EXECUTION
3.01 INSTALLATION
A. Installation of Door, Window, and Relite Frames:
1. Install steel frames and anchor frames to wall and floor in accordance with manufacturer's
instructions.
2. Apply 1/16 inch thick bituminous coating on inside of frame at all exterior door and
window frames.
3. Attach jamb anchors to adjacent walls as indicated in manufacturer's standard details.
4. Fill all exterior frames and selected interior frames with cement grout as indicated on
drawings.
5. Cover hardware openings in frames to prevent cement grout from entering the hardware
recess.
6. Install frames to plus or minus 1/16 inch for squareness, alignment, twist, and plumbness.
7. Install glazing as scheduled.
8. Seal joints of dissimilar materials with sealant as specified under Section 07900.
B. Installation of Doors:
1. Fit doors to frame providing clearances required by SDI 100.
2. Install door and frame hardware after site finishing doors and frames.
3. Install glazing as scheduled.
C. Installation of Fire Rated Assemblies:
1. Install fire rated door and frame assemblies in accordance with NFPA Standard No. 80.
2. Comply with fire rating requirements indicated on door schedule.
3. Install glazing as scheduled.
3.02 COMPLETION
A. Adjusting Defective Work:
1. Adjust clearances and hardware placement for smooth door operation.
2. Touch up scratched exterior doors and frames with Tnemec -Zinc at 2.5 to 3.0 mils dry
film thickness.
B. Final Cleaning:
1. Clean door, hardware, and frame surfaces prior to Substantial Completion.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -4
Punted 06 /06/07
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 WORK INCLUDED
A. Extruded Aluminum Entrance, Window Wall and Operable Vent Systems.
1.03 RELATED WORK
A. Section 07900 - Joint Sealers: Sealant work between metal frame and building.
B. Section 08000 - Door Schedule.
C. Section 08700 — Door Hardware.
D. Section 08800 - Glazing.
1.04 REFERENCES
A. ASTM 13209 - Aluminum and Aluminum -Alloy Sheet and Plate.
B. ANSUASTM B -221 - Aluminum - Alloy Extruded Bar, Rod, Wire, Shape and Tube.
C. ASTM E283 - Air Infiltration.
D. ANSUASTM E330 - Structural Performance of Exterior Windows, and Doors by Uniform Static
Air Pressure Difference.
E. ASTM E 331 - Water Penetration.
F. Structural Performance ASTM E 330, maximum deflection of 1/175 of the span.
G. ANSUAAMA 101 -85 - Voluntary Specifications for Aluminum Prime Windows and Sliding Glass
Doors.
1.05 QUALITY ASSURANCE
A. Subcontractor: Installation of door and window wall assemblies as specified herein shall be by and
under the supervision of the manufacturer's representative employing mechanics experienced in
aluminum door installations.
B. Door and frame to be supplied as a complete system, as any intermixing of either door or frame
would lessen the structural integrity of this product.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -1
Premed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
1.06 SUBMITTALS
A. Shop Drawings:
1. Submit, for approval in accordance with Section 01300.
2. Show scale elevations of each door and frame type, details of construction or each part of
the work and relationship of work adjacent thereto.
3. Details shall be submitted for each frame type shown on drawings, coordinated exactly
with project wall types. Details shall be furnished at minimum scale of 3" = 1' -0" for
review. Incomplete or incorrectly drawn submittal will not be reviewed and will be
returned for resubmittal.
4. Include methods of joining, fastening and sealing, field connections, metal finishes, other
pertinent information.
•
B. Samples:
1. Furnish, upon request, samples for approval, in accordance with Section 01300, of door
and frame sections and finishes.
2. Final work shall match samples as approved by Architect.
1.07 JOB CONDITIONS
A. Protection of exposed surfaces: Provide protection of exposed surfaces and hardware from damage
until substantial completion of the work.
1.08 PERFORMANCE REQUIREMENTS
A. Door Structural: Resistance to corner racking shall be tested by the Dual Moment Load test as
follows:
1. Test section shall consist of a standard top door corner assembly. Side rail section shall
be 24" long and top rail section shall be 12" long.
2. Anchor "top rail" positively to test bench so that corner protrudes 3" beyond bench edge.
3. Anchor a lever arm positively to "side rail" at a point 19" from inside edge of "top rail."
Attach weight support pad at a point 19" from inner edge of "side rail."
4. Test section shall withstand a load of 245 pounds on the lever arm before reaching the
point of failure, which shall be considered a rotation of the lever arm in excess of 45 °.
B. Entrance System Structural: Performance shall be based on maximum deflection of 1/175 of the
span and allowable stress with a safety factor of 1.65
1. The system shall perform to these criteria under a windload of:
a. 30.0 psf below 20 ft and within 10 feet of corner
b. 18.0 psf below 20 ft elsewhere
c. 34.0 psf above 20 ft and within 10 feet of corner
d. 20.0 psf above 20 ft elsewhere
C. Door air infiltration shall be tested in accordance with ASTM E 283. Infiltration shall not exceed
.50 CFM per square foot of perimeter crack.
D. Window Wall System:
1. Window Wall air infiltration shall be tested in accordance with ASTM E 283. Infiltration
shall not exceed .06 CFM per square foot of fixed area.
2. Window Wall water infiltration shall be tested in accordance with ASTM E 331. No
water penetration at a test pressure of 8 PSF.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -2
Pnnted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
E. Aluminum Operable Vent:
1. Window components to provide for expansion and contraction caused by a cycling
temperature range of 170 F degrees without causing detrimental effects to components.
2. Design and size members to withstand dead loads and live loads caused by pressure and
suction of wind as calculated in accordance with the Uniform Building Code.
3. Limit mullion deflection to 1/200 or flexure limit of glass with full recovery of glazing
materials, whichever is less.
4. Drain water entering joints, condensation occurring in glazing channels, or migrating
moisture occurring within system, to exterior.
5. Architectural Aluminum Manufacturers' Association (AAMA) certified. All windows to
bear the AAMA label."
6. Window system to conform to ANSI/AAMA 101 -85 performance class of 40.
1.09 WARRANTY
A. Provide warranties as discussed under Section 01700 — Project Closeout.
B. Provide manufacturer's Product Warranty as follows:
1. 2 years warranty labor and installation from date of Substantial Completion of
the project.
2. Provide manufacturer's limited warranty which begins 6 months from the date of
shipment of product to jobsite.
3. Provide limited lifetime warranty on welded corners of entrance doors for life of
the door under normal use.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS - ALUMINUM ENTRANCE SYSTEM
A. Kawneer Company Inc.: "500 Tuffline" (Wide Stile) with custom stiles and rails and "Tuffline
Entrance System ".
B. United States Aluminum Corp.: "Series 850 Door" with custom stiles and rails and "Durafront
Entrance System ".
C. EFCO: "Series D -518 Doors" with custom stiles and rails and "D -318 Entrance System"
D. Vista Wall: "Rugged MS Door "(Wide Stile) with custom stiles and rails and "Rugged Frame
System"
E. Substitutions: Under provision of Section 01600.
2.02 ACCEPTABLE MANUFACTURERS - ALUMINUM WINDOW WALL SYSTEM
A. Kawneer Company Inc.: "Tri-Fab VG 451T ".
B. United States Aluminum Corp.: "Series IT- 451 ".
C. EFCO: "S -402"
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -3
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
D. Vista Wall: "Series 3000S"
E. Substitutions: Under provision of Section 01600.
2.03 ACCEPTABLE MANUFACTURERS — ALUMINUM OPERABLE VENT
A. Kawneer Company, Inc: "Glassvent" Windows. Substitutions: Comply with requirements of
Section 01600. Drawings and specification are based on 451T and "Glassvent" Window Systems
by Kawneer Company.
B. Other Acceptable Manufacturer's subject to full compliance with these specifications:
1. United States Aluminum Corporation
2. EFCO.
3. Vista Wall.
2.04 MATERIALS - ENTRANCE AND WINDOW WALL SYSTEMS
A. Door, window wall frame and trim moldings shall be extruded of 6063 -T5 aluminum alloy and
temper (ASTM B221 alloy G.S. 10A -T5).
B. Glazing gaskets for doors and frames shall be EPDM extrusions.
C. All screws and miscellaneous fasteners shall be aluminum, stainless steel or zinc plated steel in
accordance with ASTM A164 -71. Perimeter anchors shall be aluminum or steel, providing the
steel is properly insulated from the aluminum.
D. Mullion configurations shall allow for pockets at the inside glazing face to receive fixed resilient
elastomeric glazing spline. All mullions and horizontals shall have flexible (PVC) thermal break
material located on exterior side of glass plane. Exterior glazing seal shall be synthetic polymer
tape secured by extended aluminum pressure plates fastened to main grid members. Provisions
shall be made at all sealed horizontals.
E. Provide aluminum closure piece at head and jamb of entrance and storefront extrusions where
system abutts wall framing.
F. Sill Flashing:
1. Provide manufacturer's extruded aluminum sill with screw applied and sealed end dams at
all window sills.
2. Provide extended aluminum sill flashing as detailed on the drawings in color to match
storefront.
3. Manufacturer: Provide Sill Flashing comparable to Kawneer's extruded aluminum "High
Performance Sill"
G. Provide tamper -proof screws or other secure fasteners for exterior glazing stops, or provide
tamper -proof stops, manufacturer's choice. Completed installation shall be secured from building
exterior against unauthorized access by removing stops.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -4
Pnuted 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
2.05 FABRICATION - ENTRANCE SYSTEM
A. Doors and frames shall be fabricated complete by the entrance manufacturer including the
preparation for all operating hardware.
B. Door stiles and rails shall be 2" in depth, and the sections shall have a minimum wall thickness of
3/16" in sidewalls enclosing the basic tube.
C. The door stile and rail face dimensions shall be:
Vertical Stile: 5"
Top Rail: 6'A"
Bottom Rail: 10"
D. Frame moldings for doors other than those in curtain wall to be 4 -1/2" inch in depth and 2" wide,
which provide structural support for the doors, shall be full tubular sections with minimum wall
thickness' of 3/16" at exposed faces and sides, 5/16" at recessed sidewalls receiving mortised or
concealed hardware.
E. Weatherstripped aluminum moldings, fitted to each door and frame, shall form continuous
interlocks between the hinge and lock jambs and the closed door. Each door opening shall be
weatherstripped at jambs and head. Glazing moldings and trim inserts shall not be less than 1/16"
thick.
F. Corner construction shall consist of mechanical clip fastening, SIGMA deep penetration and fillet
welds. Glazing stops shall be snap -in type with EPDM glazing gaskets.
G. The meeting stiles on pairs of doors shall be equipped with an adjustable astragal.
H. Provide manufacturer's standard continuous hinge.
I. Provisions for Hardware: Make provisions as required in doors and frames to receive hardware,
operators and accessories provided by hardware supplier and which are specified in Section 08700,
including those for closing mechanisms; include reinforcements for hardware as specified in
Section 08700.
J. Provisions for Thermal Movement: Detail and install to provide for expansion and contraction of
entrance materials caused by ambient temperature range normal to the jobsite location without
causing harmful damage to the work.
K. Structural Properties: In deflection of any member carrying its full design load in a direction
parallel to entrance wall plane, do not exceed 75% of design clearance dimension between that
member and the glass, sash, panel, or other part immediately below.
L. Provide aluminum break metal shapes, as indicated on drawings, to match finish of storefront.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -5
Prmted06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
2.06 FABRICATION OPERABLE VENT SYSTEMS
A. Framing Systems:
1. Aluminum Extrusions: ASTM B 221, 6063 -T5 aluminum alloy and temper.
2. Fasteners: Aluminum, stainless steel, and zinc plated steel, ASTM B 633.
3. Tubular construction, joints shall be mitered and screw spline joined. Main frame corners
and intersections shall be sealed on outside with sealant meeting requirements of AAMA
803.3.
4. Operation: "Out - swinging" Casement
5. Hinges: Heavy duty 4 bar hinges conforming to AAMA 904.1. Hinges shall be stopped
allowing vent to open a maximum of 6 inches.
6. Locks: Manual, Stainless Steel lever.
7. Insect Screens: FS RR -W -865, woven aluminum mesh, 14/18 mesh size, fitted taught in
tubular aluminum frame. Miter and reinforce frame corners, provide with spring loaded
steel retainer pins.
2.07 ACCESSORIES
A. Glazing Sealants:
1. Glazing Gaskets: Manufacturer's standard fixed resilient elastomeric glazing spline.
2. Sealant Requirements: Comply with requirements in Section 08800, Glazing.
•
B. Framing Sealants:
1. Concealed Joints Between Framing Members and Adjacent Surfaces: butyl caulking.
2. Exposed Joints Between Framing Members and Adjacent Surfaces: polyurethane.
3. Small Exposed Joints Between Framing Members: small joint caulking.
4. Sealant Requirements: Comply with requirements in Section 07900, Joint Sealers.
2.08 FINISH SPECIFICATIONS
A. Fluoropolymer paint coating:
1. Conform to the requirements of AAMA 605.2
2. Color:.
B. Electrolytic Protection: Where aluminum abuts members with metals of different galvanic range or
abuts other materials, protect aluminum with approved bituminous paint or zinc chromate primer
or other industry- approved method.
PART 3 EXECUTION
3.01 INSPECTION
A. Structural Inspection:
1. Before starting installation of work, examine the parts of the building affecting work
under this Section.
2. If previous work prevents proper execution of work in this Section, have work corrected
by the trades responsible for the incorrect work.
3. Do not proceed with the work under this Section until all corrections have been made.
Beginning of installation means acceptance of existing conditions.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -6
Pnnted06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONT
3.02 INSTALLATION
A. General:
1. Install all work employing skilled mechanics especially trained in work covered by this
Section.
2. Erect all work plumb and true, in proper alignment and proper relationship to established
bench marks, lines and grades, weathertight, and in accordance with the approved shop
drawings.
B. Erection Tolerances:
1. Maximum deviation from true vertical or horizontal or designated position, 1/8 inch in 12
feet or length in only one member, 1/4 inch in any total run of members in any line.
2. Maximum offset from true alignment at joints between abutting members in line end -to-
end, 1/16 inch.
3. When moldings are joined, they shall be accurately fitted to result in a tightly closed joint.
C. Frames:
1. Erect frames, and their structural stiffeners where shown, to true vertical and horizontal
lines, corners square on angled as shown, in alignment with adjacent structure.
2. Firmly anchor to adjacent construction in methods shown on approved shop drawings.
D. Sealing Material: Seal all joints, exposed and concealed, with sealing compound or preformed
material of type specified hereinabove.
E. Cleaning/Protection;
1. Remove protective material and leave exposed work clean, free of scratches, abrasions
and other imperfections.
2. Adequately protect exposed portions of the aluminum entrance work from damage
including grinding and polishing compounds, plaster, lime, grout, acid, cement, and other
contaminants.
F. Doors and Hardware:
1. Install doors and hardware so as to be left in perfect operating condition; install hardware _
specified under Section 08700 and furnished by hardware supplier.
2. Make minor adjustments required for a period of one year after full completion without
additional cost to Owner.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08410 -7
Printed 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08700
DOOR HARDWARE
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Hardware for wood and hollow steel doors.
B. Thresholds.
C. Gasketing.
D. Hardware as scheduled on Drawings and end of this Section.
E. Installation of cylinders in cabinet locks.
F. Furnish templates to Section 08110for door and frame preparation.
1.03 RELATED SECTIONS
A. Section 08110 - Steel Doors and Frames: Hardware for doors.
1.04 REFERENCES
A. Americans with Disability Act Accessibility Guidelines(ADAAG) Federal Register - Rules and
Regulations.
B. ANSI/NFPA 80 - Fire Doors and Windows.
C. DHI - Door and Hardware Institute.
1.05 COORDINATION
A. Coordinate work of this Section with other directly affected Sections involving manufacturer of
any internal reinforcement for door hardware.
B. Wiring, junction boxes, conduit, etc., for electrically controlled and/or monitored hardware are to
be provided by other sections of this specification. Coordinate voltages, conductor requirements,
etc. with the affected sections.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications:
1. Obtain each type of hardware from only one manufacturer, except where indicated
otherwise in hardware schedule.
B. Supplier Qualifications:
1. Hardware supplier shall have furnished hardware in the same market area as the project
for a period of not less than 2 years.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -1
Printed 06/06/07
SECTION 08700
DOOR HARDWARE
■
2. Hardware supplier shall have in his employment an experienced Architectural Hardware
Consultant (AHC) who is available for project hardware consultation to the Owner,
Architect, and Contractor.
3. Hardware supplier shall review and approve Hardware Installer qualifications.
C. Installer Qualifications: Company shall have a minimum of 2 years experience in the installation
of commercial grade hardware.
D. Fire Door Labels:
1. Provide hardware for fire -rated openings in compliance with American Insurance
Association, NBFU Pamphlet No. 80 and NFPA Standard No. 80.
2. Provide hardware which has been tested and listed by an independent testing laboratory
for the types and sizes of doors required, and complies with requirements for door
assembly labels.
3. Where panic exit devices are required for fire -rated doors, provide fire label on exit
device indicating "Fire Exit Hardware."
E. Keying Meeting:
1. Upon receipt of final hardware schedules, hardware supplier - shall request Contractor to
arrange a keying meeting between hardware supplier and Owner's Representative.
2. From information obtained at this keying meeting, submit 3 copies of detailed keying
schedule.
1.07 REGULATORY REQUIREMENTS
A. Conform to NFPA Standard No. 80 and applicable codes for requirements applicable to fire rated
doors and frames. Hardware applied to doors with U.L. labels shall comply with requirements of
that label.
B. Conform to the requirements of ADAAG for making buildings accessible to and usable by
physically handicapped occupants.
1.08 RESPONSIBILITY
A. The types listed are to be used as a guide for quality and operation and are not to be construed as a
complete list. The detailing of the hardware requirements shall be the responsibility of this
Contractor.
1.09 SUBMITTALS
A. Submit schedule, shop drawings, and product data under provisions of Section 01300.
B. Indicate locations and mounting heights of each type of hardware.
C. List each opening, door size, door hand, door and frame material, door label, manufacturer's
number and finish.
D. Provide edited product data cut sheets on specified hardware. Clearly identify hardware items
represented within submittal. Submittals containing complete product line catalogues will be
rejected.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -2
Punted 06/06/07
SECTION 08700
DOOR HARDWARE
E. Submit a complete set of hardware templates to door suppliers, templates include (but is not
limited to) hinges, exit devices, surface mounted and concealed architectural door hardware
and thresholds to assure that door supplier provides the correct clearances for all door
components.
1.10 OPERATION AND MAINTENANCE DATA
A. Submit operation and maintenance data under provisions of Section 01700.
B. Include data on operating hardware, lubrication requirements, and inspection procedures related to
preventative maintenance.
1.11 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Package hardware items individually; label and identify package with door opening code to match
hardware schedule.
D. Protect hardware by storing in secure area.
1.12 WARRANTY
A. Provide one year warranty for general hardware, ten years for closers and three -year warranty for
exit devices under provisions of Section 01700.
1.13 MAINTENANCE MATERIALS
A. Provide special wrenches and tools applicable to each different or special hardware component.
B. Provide maintenance tools and accessories supplied by hardware component manufacturer.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Butts:
1. Hager.
2. Lawrence.
3. McKinney. *(MCK)
4. Stanley.
B. Continuous Hinges:
1. Markar *(MAR)
2. Hagar
3. McKinney
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -3
Prmted 06/06/07
SECTION 08700
DOOR HARDWARE
C. Latchset, Locksets:
1. Schlage. *(SCH)
2. Best.(BST)
3. Sargent. (SAR)
4. NT Falcon. (FAL)
D. Cylinders:
1. Exterior:
2. Interior:
E. Occupancy Indicators:
1. NT Falcon (FAL)
F. Surface Closers:
1. LCN - 4040 Series.*
2. Norton - 7500 Series
3. Sargent - 350 Series
G. Exit Devices and Mullions:
1. Von Duprin - 98 Series. *(VD)
2. Precision - Apex Series.
3. Sargent - 80 Series
H. Stops and Holders:
1. Builders Brass Works.
2. Glynn- Johnson.
3. Ives. *(IVE)
4. Quality.
5. Hagar
I. Push and Pull Plates:
1. Builders Brass Works.
2. Trimco.
3. Tice. *(TIC)
4. Quality.
5. Hagar.
J. Thresholds, Gaskets, and Weatherstripping:
1. National Guard.
2. Pemko. *(PEM)
3. Reese.
K. Astragals:
1. Pemko. *(PEM)
2. Reese.
3. National Guard
L. Automatic Door Bottoms:
1. Pemko. *(PEM)
2. Reese.
3. National Guard.
M. Overhead Stops and Holders:
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD - TUALATIN SCHOOL DISTRICT 23J 08700 -4
Prmted 06/06/07
SECTION 08700
DOOR HARDWARE
1. Glynn- Johnson. •
2. Rixson. *(RIX)
3. Sargent.
4. ABH
N. Flush Bolts, Dust Proof Strikes, and Coordinators:
1. Glynn Johnson.
2. Door Controls International. *(DCI)
O. Silencers:
1. Builders Brass Works.
2. Glynn Johnson.
3. Ives. *(IVE)
P. Other Manufacturers:
1. Submit substitution requests prior to Bid Date.
2. Comply with requirements in Section 01600, Material and Equipment.
3. * Manufacturers specified in hardware schedule at end of this Section.
2.02 LOCKSET/LATCHSET DESIGN
A. Design: Sparta, except where listed otherwise.
B. Strikes to have extended lip strike where required to protect trim, ANSI prep.
C. All locks to have 2 -3/4 inch backset.
2.03 KEYING
A. Permanent Door Locks: Designed to allow keying by hardware supplier. Master keyed and Grand
master keyed to Owner's existing keying system.
B. Supply all keys in the following quantities:
1. 2 keys per lock.
2. 6 master keys, per master key group.
3. 4 grand master keys.
C. Mark all keys "DO NOT DUPLICATE ". Do not stamp keys with door number or bitting. Serially
number all keys in accordance with Owner's instructions.
2.04 FASTENINGS
A. Furnish hardware with all necessary screws, bolts and other fastenings of suitable size and type to
securely anchor in position and harmonize with hardware material and finish.
2.05 FINISHES
A. Finishes are identified in the schedule at the end of this section.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -5
Printed 06/06/07
SECTION 08700
DOOR HARDWARE
PART 3 EXECUTION
3.01 INSTALLATION
A. Installation of Recessed Door Hardware:
1. Install recessed hardware, then remove and store recessed hardware in a secure place
during application of door and frame finish.
2. After finishing doors and frames, reinstall recessed hardware.
B. Installation of Surface Mounted Door Hardware:
1. Anchor kick plates with oval -head full- thread screws, spaced uniformly at a maximum of
5 inches on center at kick plate perimeter.
2. Anchor thresholds with a positive anchoring device or expansion shield and anchor bolts.
3. Set thresholds in full bed of grout, refer to Section 03600 - Grout.
C. Install cylinders in cabinet locks provided under Section 06410 — Custom Casework.
3.02 COMPLETION
A. Operating Hardware Adjustments:
1. Check and adjust operating hardware and each door operation to ensure smooth
operation.
2. Lubricate moving parts with type of lubrication recommended by manufacturer.
3. Use graphite or WD 40 if no other lubrication is recommended.
4. Replace hardware which cannot be adjusted and lubricated to operate correctly.
5. Adjust door closers to required opening force and closing speeds, per ADAAG. Door
closing speed shall be consistent through -out the building. Properly adjust backcheck on
closers per manufacturer's recommendations.
B. Contract Closeout Adjustments:
1. Where hardware installation is made more than one month prior to occupancy of a space
or area, return to the work not more than 7 days prior to occupancy, and make a final
check and adjustment of door hardware.
C. Re- adjust and inspect hardware for opening force and closing speeds, per requirements of
ADAAG, after final system balancing of Mechanical Systems.
3.03 HARDWARE SCHEDULE
A. Required Door Hardware:
1. Furnish the following hardware groups for each door as indicated on the Door Schedule,
and as required for a complete installation.
2. Include items listed and required for a complete installation regardless of omissions or
conflicts in Contract Documents.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -6
Punted 06/06/07
SECTION 08700
DOOR HARDWARE
QTY ITEM MFR NUMBER SIZE FINISH
3.04 SCHEDULE
11W -1 (Exterior Door at Compressor Shed)
3 ea. Butts MCK TA2714 — NRP at 4 '/z x 4 '/2 652
reverse bevel doors.
1 ea. Lockset SCH D7OPD Rhodes 626
1 ea. Door stop IVE WS406 630
3 ea. Silencers IVE 20
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -7
Pruned 06 /06/07
SECTION 08800
GLAZING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Glass and glazing for hollow metal work, windows, relites, sliding glass, and doors.
B. Ceramic Glass installed in hollow metal work, windows, relites and doors.
1.03 RELATED SECTIONS
A. Section 06410 — Custom Casework: Sliding glass tracks.
B. Section 07900 - Joint Sealers: Sealant and back -up materials.
C. Section 08110 - Steel Doors and Frames: Glazing in hollow metal frames and doors.
D. Section 08210 - Wood Doors: Glazing in wood doors.
E. Section 08380 — Acoustic Door and Relite Assemblies: Glazing for doors and relites.
F. Section 08410 — Aluminum Entrances and Storefront: Glazing for Doors and Storefront windows.
1.04 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM E119 Methods for Fire Tests of Building Construction and Materials.
2. ASTM E2074 -00 Methods of Fire Tests of Door Assemblies.
3. E2010 -01 Methods for Fire Tests of Window Assemblies.
B. National Fire Protection Association (NEPA):
1. NFPA 80: Fire Doors and Windows.
2. NFPA 251: Fire Tests of Building Construction and Materials.
3. NFPA 252: Fire Tests of Door Assemblies.
4. NFPA 257: Fire Tests of Window Assemblies.
C. Uniform Building Codes (UBC):
1. UBC -7 -1: Methods for Fire Tests of Building Construction and Materials.
2. UBC -7 -2: Methods for Fire Tests of Door Assemblies.
3. UBC -7-4: Methods for Fire Tests of Window Assemblies.
D. Underwriters Laboratories, Inc. (UL):
1. UL 9: Fire Tests of Door Assemblies.
2. UL 10 B: Fire Tests of Window Assemblies.
3. UL 263: Fire Tests of Building Construction and Materials.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -1
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SECTION 08800
GLAZING
E. American National Standards Institute (ANSI):
1. ANSI Z97.1: Standard for Safety Glazing Materials Used in Buildings.
F. Consumer Product Safety Commission (CPSC):
1. CPSC 16 CFR 1201: Safety Standard for Architectural Glazing Materials.
G. FS DD -G-451 - Glass, Float or Plate, Sheet, Figured (Flat, for Glazing, Mirrors and Other Uses).
H. FS DD -G -1403 - Glass, Plate (Float), Sheet, Figured, and Spandrel (Heat Strengthened and Fully
Tempered).
I. FS TT -S -227 - Sealer Compound: Rubber Base, Two Component (for Caulking, Sealing and
Glazing in Building Construction).
J. FS TT -S -1543 - Sealing Compound: Silicone Rubber Base (for Caulking, Sealing, and Glazing in
Buildings and Other Structures).
K. FS TT -S- 001657 - Sealing Compound: Single Component, Butyl Rubber Based Solvent Release
Type (for Buildings and Other Types of Construction).
L. FGMA - Glazing Manual.
M. SIGMA — Sealed Insulating Glass Manufacturers Association
1.05 SYSTEM DESCRIPTION
A. Performance Requirements: Provide fire rated glazing manufactured, fabricated and installed to
maintain performance criteria stated by manufacturer without defects, damage or failure.
1. Fire Rating: 45, 60, or 90 minutes as specified. See Door & Relite Schedule for location
of rated openings.
2. Window Certification: Window assemblies with ratings of less than 60 minutes shall be
tested in accordance with E2010 -01, NFPA 257, UBC 7-4, UL 9 Standard Test Methods.
3. Wall Certifications: Window /wall assemblies with ratings of 60 minutes shall be tested in
accordance with ASTM E119, NFPA 251, UBC 7 -1, UL 263, Standard Test Methods for
Fire Tests of Building Construction and Materials.
4. Door Certifications: Doors shall be tested in accordance with ASTM E2074 -00, NFPA
252, UBC 7 -2, UL 10b Standard Test Methods of Fire Tests of Door Assemblies.
5. Testing Laboratory: Fire test shall be conducted by an approved independent testing
laboratory, similar to Warnock Hersey International or Underwriter's Laboratories, Inc.
B. Listings and Labels:
1. Fire rated glazing shall be under current follow -up service by an approved independent
agency and maintain a current listing or certification. Assemblies shall be labeled in
accordance with limits of listings.
1.06 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide structural, physical and environmental characteristics, size limitations, special handling,
and installation requirements.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -2
Prmted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08800
GLAZING
C. Submit samples under provisions of Section 01300.
1.07 QUALITY ASSURANCE
A. Conform to Flat Glass Marketing Association (FGMA) Glazing Manual Glazing Sealing Systems
Manual for glazing installation methods.
B. Conform to Uniform Building Code for safety glazing locations and fire rating.
C. Applicable requirements of ANSI Z97.1
D. Each piece of safety glass shall have manufacturer's "stamp" etched on the glass and visible when
installed.
1.08 DELIVERY, STORAGE, AND PROTECTION
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
1.09 WARRANTY
A. Provide five year manufacturer's warranty under provisions of Section 01700.
PART 2 PRODUCTS
2.01 GLASS MANUFACTURERS
A. ASG Industries.
B. Ford Industries.
C. Libbey- Owens -Ford Glass Co.
D. PPG Industries, Inc.
E. Globe /Amenada.
F. Guardian Industries Corp.
G. Viracon.
H. Cardinal Glass
I. Oldcastle Glass
J. Substitutions: Under provisions of Section 01600.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -3
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08800
GLAZING
2.02 GLASS MANUFACTURERS — FIRE RATED GLASS
A. Basis of Specification: Safti Glass Products; San Francisco, CA; SuperLite II -XL in ratings as
specified.
B. Comparable Products by the following manufacturers:
1. Technical Glass Products (TGP); Kirkland, WA
C. Substitutions: Under provisions of Section 01600.
2.03 GLASS MATERIALS
A. Clear Tempered Safety Glass (Glass Type "T "): 1/4 inch thick clear tempered safety glass
conforming to FS DD -G -1403. For sliding window and shelving, round and polish exposed edges.
Grind approved finger pull into each sliding window prior to tempering. Size sliding windows
with one inch overlap where windows meet.
B. Fire Rated Glass (Glass Type "FR ") clear, fire and safety rated, optically clear and colorless,
tempered, polished both sides, cavity gel - filled; overall thickness varies with rating as follows: 45-
minutes - 3/4 inch thick; 60- minutes - 1 1/8 inch thick; 90- minutes - 1 1/2 inch thick. Fire rated
label permanently attached to each pane. Conforming to ANSI Z97.1 and NFPA 80; also meeting
the requirements of UBC -7 -2 "Methods for Fire Tests of Door Assemblies" and UBC -7-4 —
"Methods for Fire Tests of Window Assemblies ".
C. Insulated Clear Tempered Safety Glass Units: (Glass Type "CIT "): SIGMA No. 64 -7 -2 double
pane with glass to elastomer edge seal. Inboard pane: '/4 inch thick; clear tempered float glass
Low -E coating (coated surface #3), similar to Cardinal Clear #2. Outboard pane '/ inch thickness
clear tempered float glass, conforming to Fed. Spec. DD- G- 1403B. Winter U Value of no greater
than .29 and a shading coefficient of no more than .44. Argon filled cavity, conforming to Fed.
Spec. DD- G -1403B with total unit thickness of one inch.
D. Laminated safety (Glass Type "LSG "): One layer 3/8" and one layer 1/4" clear tempered safety
glass, laminated with inner layer of .060 Polyvinyl Butryral, 5/8 inch total thickness FS -DD -G-
1403.
E. Clear Insulated Acoustic Glass (Glass Type "IAG "):
1. Doors: 2 panes of glass per assembly. One outer pane consisting of 2 layers of 1/8" thick
glass laminated with inner layer of .030 Polyvinyl Butryral, 1/4 inch total thickness. One
inner pane consisting of 2 layers of glass, one layer 1/4" thick glass and one layer of 1/8
inch thick glass laminated with inner layer of .030 Polyvinyl Butryral, 3/8 inch total
thickness. At fire rated acoustical doors provide Glass Type "FR" above in rating
matching Door and Relite Schedule.
2. Relites: 2 panes of glass per assembly. One outer pane consisting of 2 layers of 1/8"
thick glass laminated with inner layer of .030 Polyvinyl Butryral, 1/4 inch total thickness.
One inner pane consisting of 2 layers of 1 /8" thick glass laminated with inner layer of
.030 Polyvinyl Butryral, 1/4 inch total thickness.
F. Insulated Tempered Safety Skylight Glass Units: (Glass Type "GL -7 "): SIGMA No. 64 -7 -2
double pane with dual Silicone seal; Inboard pane: laminated float glass 7/32 inch thickness with
.030 inner layer PVB Monsanto Dupont, clear, heat strengthened. Outboard pane '/4 inch thickness,
Low -E coating(coated surface #3), Winter U Value of no greater than .24 and a shading coefficient
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -4
Pnnted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08800
GLAZING
of no more than .57. Argon filled cavity.
G. Mirror Glass: Unframed Mirror Glass, quality q3, opaque alloy coating, 1/4 inch thick laminated
glass, smooth and polished edges. Industry Standard - ASTM C1048.
2.04 ACCEPTABLE GLAZING COMPOUND MANUFACTURERS
A. Tremco.
B. Dow Corning Corp.
C. General Electric Co.
D. Morton Thiokol Inc.
E. Pecora Corp.
F. Substitutions: Under provisions of Section 01600.
2.05 GLAZING COMPOUNDS
A. Glazing Compound: FS TT -G -410; Black color.
B. Butyl Sealant: FS TT -S- 001657; Shore A hardness of 10- 20; black color; non - skinning.
C. Polysulphide Sealant: FS TT -S -227; Class A, Type 2; two component; cured Shore A hardness of
15 -25; color selected by Architect/Engineer.
D. Silicone Sealant: FS TT -S -1543; Class A; single component; chemical curing; capable of water
immersion without loss of properties; cured Shore A hardness of 15 -25; clear color.
2.06 GLAZING ACCESSORIES
A. Setting Blocks: Neoprene or EPDM, Shore A durometer hardness.
B. Spacer Shims: Neoprene; Shore A durometer hardness.
C. Glazing Splines: Resilient polyvinylchloride extruded shape to suit glazing channel retaining slot;
black color.
D. Sealant Tape: 100 percent solid, crosslinked butyl, preformed sealant. Density, 1/5 grams per cc
(plus or minus 0.05 grams per cc.). Tremco — 440 — H Tape.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify surfaces of glazing channels or recesses are clean, free of obstructions, and ready for work
of this Section.
B. Beginning of installation means acceptance of substrate.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -5
Plmled 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 08800
GLAZING
3.02 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Seal porous glazing channels or recesses.
C. Prime surfaces scheduled to receive sealant.
3.03 EXTERIOR WINDOW GLAZING - INSTALLATION
A. Use dry method, glazing tape inside, snap -in aluminum glazing bead outside.
B. Cut glazing tape to length, do not stretch; install on permanent metal stop projecting 1/16" out
from sightline. Seal corners by butting tape and dabbing with butyl sealant.
C. Place setting blocks at 1/4 points.
D. Rest glass on setting blocks and push glass against tape with sufficient pressure to attain full
contact at perimeter of pane.
E. Seal edges of glass with heal bead of glazing sealant.
F. Install snap -in glazing beads. Make sure glazing beads exert for full continuous contact
with glass.
G. Trim extruded tape edge with slight slope for drainage and to eliminate dirt and moisture pockets.
H. Exterior Door Lites: Seal all edges of door lite kits on exterior face of door with sealant tape.
Place a continuous strip of sealant tape between metal door skin and flange of lite kit, all four
sides. Trim excess tape.
I. Exterior Fire Rated Glazing: Installation shall be in strict accordance with the fire resistant glazing
material manufacturer's specifications. Field cutting or tampering is strictly prohibited.
3.04 INTERIOR GLAZING - INSTALLATION
A. Use dry method (tape on both sides of glass) for glazing interior hollow metal doors and relites.
B. Cut glazing tape to length, do not stretch; install on permanent stops, projecting 1/16" out from
sightline.
C. Place setting blocks at 1/4 points.
D. Rest glass on setting blocks and push glass against tape for full contact at perimeter of pane.
E. Place glazing tape on free perimeter of glass pane in same manner described above.
F. Install removable stop without displacement of tape. Exert pressure on tape for full continuous
contact.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -6.
Punted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 08800
GLAZING
G. Knife trim protruding tape so as to eliminate dirt and moisture pockets.
H. Fire Rated Glazing: Installation shall be in strict accordance with the fire resistant glazing material
manufacturer's specifications. Field cutting or tampering is strictly prohibited.
I. Installation of Acoustic Glazing: Install acoustic glazing in strict accordance with door
manufacturer's instructions to maintain sound transmission rating of door assembly.
3.05 PROTECTION
A. Protect glazing work until Final Completion.
B. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways
during construction period, including natural causes, accidents and vandalism
3.06 CLEANING
A. After installation, mark pane with an "X" by using plastic tape or removable paste.
B. Remove glazing materials from finish surfaces.
C. Remove labels after work is completed.
D. Wash and polish glass on both sides not more than 4 days prior to date scheduled for substantial
completion.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 08800 -7
Printed 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Metal framing and furring.
B. Metal lath and accessories.
C. Underlayment systems.
D. Portland cement plaster system with stucco finish.
1.03 RELATED SECTIONS
A. Section 06112 - Framing and Sheathing: Structural support, wall substrate surface and application
of Building Paper.
B. Section 07620 — Sheet Metal Flashing and Trim.
C. Section 07900 - Joint Sealers.
1.04 REFERENCES
A. ASTM C91 - Masonry Cement.
B. ASTM C150 - Portland Cement.
C. ASTM C206 - Finishing Hydrated Lime.
D. ASTM C207 - Hydrated Lime for Masonry Purposes.
E. ASTM C631 - Bonding Compounds for Interior Plastering.
F. ASTM C897 - Aggregate for Job -Mixed Portland Cement -Based Plasters.
G. ASTM C926 - Application of Portland Cement -Based Plaster.
H. ASTM C -1063 - Lath
I. FS HH -I -521 - Insulation Blankets, Thermal (Mineral Fiber, for Ambient Temperatures).
J. PCA (Portland Cement Associations) - Plaster (Stucco) Manual.
K. NWCB (Northwest Wall and Ceiling Bureau) — Stucco Resource Guide, Third Edition.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -1
Prmted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
1.05 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide product data on plaster materials, characteristics and limitations of products specified.
C. Submit 2 x 2 foot sample of each texture and color for approval of Architect.
D. Submit samples of furring materials, underlayment components, stucco termination components,
corner beads, and extrusions.
E. Material Certificates: Submit certificate signed by manufacturer for each kind of plaster aggregate
certifying that materials comply with requirements.
F. Submit inspection reports to Architect as outlined under Part 3 - Execution.
1.06 QUALITY ASSURANCE
A. Applicator: Company specializing in cement plaster work with 5 years experience, using properly
trained personnel.
B. Apply cement plaster in accordance with ASTM C926.
1.07 REGULATORY REQUIREMENTS
A. Fire Test Response Characteristics: Where fire - resistance rated Portland cement plaster
assemblies are indicated, provide materials and construction identical to those of assemblies tested
for fire resistance per ASM E 119 by an independent testing and inspecting agency acceptable to
authorities having jurisdiction.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Do not apply plaster when substrate or ambient air temperature is less than 40 degrees Fahrenheit
nor more than 80 degrees Fahrenheit.
B. Comply with requirements of referenced plaster application standards and recommendations of
plaster manufacturer for environmental conditions before, during, and after plaster application.
C. Protect plaster against freezing when ambient temperature is below 40 degrees F by heating
materials and providing temporary protection and heat as required by ACI 306R.
D. Protect contiguous work from soiling and moisture deterioration caused by plastering. Provide
temporary covering and other provisions necessary to minimize harmful spattering of plaster on
other work.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -2
Primed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
1.09 MOCK -UP PANEL
A. Provide a sample of the entire cement plaster stucco system, in place, located on the existing
building. Sample to be a minimum of 10 -feet wide by the entire height of the existing wall.
Sample to be located at one of the existing exterior classroom entrances at the curved -roof section
and shall include all flashings, reveals, and plaster moldings as detailed on the drawings.
B. Sample will include the selected surface finish texture and color.
C. Sample must be approved by the Owner's independent inspector and the Architect prior to
commencement of work on the remainder of the building.
D. Once approved, the sample will become the standard for the entire project.
E. Approved sample may be left in place as finished work.
PART 2 PRODUCTS
2.01 PLASTER BASE COAT MATERIALS
A. Cement: ASTM C150, Normal - Type I regular Portland.
B. Lime: ASTM C206, Type S.
C. Aggregate: Well graded and in accordance with ASTM C897.
D. Water: Clean, fresh, potable and free of mineral or organic matter which can affect plaster.
E. Plaster Mix Reinforcement: Nylon or Polypropylene fibers, 1/2 inch nominal length, alkali
resistant.
2.02 CEMENT PLASTER MIXES
A. Mix and proportion cement plaster in accordance with ASTM C926 and per Northwest Wall and
Ceiling Bureau.
B. Basecoat and Brown Coat: One part portland cement, 1/2 to 3/4 parts lime, 3 to 4 parts sand, 2
pounds 1 /2 inch chopped fiberglass strands.
C. Acrylic Finish Coat: Factory-mixed formulation of acrylic emulsion, colorfast mineral pigments,
and fine aggregates specifically recommended by acrylic -based finish manufacturer for use over
Portland cement plaster base coats.
1. Mix factory prepared materials with high speed mixer until mix is uniform in consistency.
2. Clean water may be added to improve workability.
3. Mix primer materials including portland cement and synthetic plaster manufacturer's
primer in proportions recommended by manufacturer.
4. Mix finish coat materials in accordance with synthetic plaster manufacturer's instructions.
5. Color: As selected by Architect from standard color line.
D. Fiber Content: Add fiber to mixes after ingredients have mixed at least 2 minutes. Comply with
fiber manufacturer's written instructions, but do not exceed 1 lb /cu. ft. of cementitious materials.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -3
Printed 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
E. Three -coat work over Metal Lath: Portland cement plaster per UBC table 25 -F.
F. Mix only as much plaster as can be used in one hour.
G. Mix materials dry, to uniform color and consistency, before adding water.
Protect mixtures from frost, contamination, and evaporation.
I. Do not retemper mixes after initial set has occurred.
2.03 METAL FRAMING AND FURRING
A. Provide steel materials complying with the following requirements:
1. ASTM A 653, G60, hot - dipped galvanized coating.
2. Thickness: Capable of carrying the following transverse design loads, where indicated,
without exceeding the allowable stress of steel or the following allowable design
deflection:
a) Design Wind Load: 30 lbf/sq. ft (1436 Pa) inward and outward.
b) Allowable Design Deflection: L/360.
3. Profile: Roll- formed 18 ga "Z" channels 1 -inch depth; widths as required to support and
carry loads of cement plaster system.
B. Fasteners: Steel drill screws, galvanized, of sufficient length to adequately secure "Z" channels to
structure, with minimum penetration into sheathing 3 A -inch.
2.04 LATH
A. Expanded Metal Lath: Comply with ASTM C 1063 for material, type, configuration, and other
characteristics indicated below:
1. Lath shall be 1 -inch 20 gage stucco netting
2.05 ACCESSORY MATERIALS
A. General: Comply with material provisions of ASTM C 1063 and the requirements indicated
below; coordinate depth of accessories with thicknesses and number of plaster coats required..
1. Galvanized Steel Components: Fabricated from zinc - coated (galvanized) steel sheet
complying with ASTM A 653, G40 (ASTM A 653, Z90) minimum coating designation.
2. Zinc -alloy Components: ASTM B 69, 99 percent pure zinc.
B. Corner Beads: "Cornerlite" -apply over a layer of protective membrane at building corners
C. Casing Beads: Square -edged style, with expanded metal flanges of the following material:.
1. Zinc AIloy: Minimum 0.0207 -inch thick.
2. Galvanized Steel: Minimum 0.0172 -inch thick.
D. Weep Screeds: Manufacturer's standard profile designed for use at sill plate line to form plaster
stop and prevent plaster from contacting damp earth or other ground materials, fabricated from
zinc - coated (galvanized) steel sheet, profile as shown on the drawings.
E. Control Joint Accessories: Formed steel; minimum 26 gauge; positive key with return lip, 2 inch
expanded metal flanges each side; galvanized finish,.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -4
Pnnted 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
F. Anchorages: Screws, or other approved metal supports, of type and size to suit application,
galvanized to rigidly secure lath and associated metal accessories in place.
1. Steel drill screws complying with ASTM C 1002 for fastening metal lath to steel members
less than 0.033 -inch thick.
2. Steel drill screws complying with ASTM C 954 for fastening metal lath to steel members
0.033 -inch to 0.122 -inch thick.
G. Channel Screeds: Aluminum alloy 6063T, sizes and configurations as shown on Drawings.
Provide custom intersections where reveals intersect. Screeds as manufactured by Fry Reglet.
H. Water for mixing and finishing plaster: Potable.
I. Building Paper: Provided under Section 06112 — Framing and Sheathing.
J. Lightweight cementitious backer board: Shall be ' /2" thick Permabase as manufactured by National
Gypsum or approved equal
K. Substitutions: Prior to bid date, must comply with requirements in Section 01600 - Materials and
Equipment.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and site conditions are ready to receive work.
B. Grounds and Blocking: Verify items within walls for other Sections of work have been installed.
C. Mechanical and Electrical: Verify services within walls have been tested and approved.
D. Beginning of installation means acceptance of conditions.
3.02 PREPARATION
A. Protect surfaces near the work of this Section from damage or disfiguration.
3.03 FIELD QUALITY CONTROL
A. Inspections:
1. Contractor shall pay for and arrange a minimum total of two inspections during
application of stucco system.
2. Arrange with a representative of the (NWCB) Northwest Wall and Ceiling Bureau, (800)
524 -4215, to visit site on separate occasions. First shall be prior to application of the
base coat and after completion of installation of lath and accessory materials. The second
inspection shall be prior to the application of the finish coat.
3. Attendees at inspections shall be General Contractor, Architect, Sub - Contractor and
Northwest Wall and Ceiling Bureau Representative.
4. Northwest Wall and Ceiling Bureau Representative shall provide a written report stating
condition of stucco system noting any inadequate conditions of installation and
corrections that should be made prior to application of stucco system. All corrections
shall be made at sub - contractor's expense, prior to proceeding with subsequent stucco
layers.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -5
Printed 06 /06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
3.04 INSTALLATION - METAL FRAMING AND FURRING
A. Standards: Comply with ML/SFA 920, "Guide Specifications for Metal Lathing and Furring"
UBC Chapter 25, and with requirements of ASTM C 1063.
B. Install furring members vertically oriented over underlayment assembly, at a minimum of 16"
O.C..
C. Install supplementary framing, blocking, and bracing at terminations in work and for support of
fixtures, equipment services, heavy trim, grab bars, handrails, furnishings, and similar work to
comply with details indicated, or, if not otherwise indicated, comply with applicable written
instructions of lath and furring manufacturer.
D. Isolation: Where lathing and metal support system abuts building structure horizontally and where
partition or wall abuts overhead structure, sufficiently isolate from structural movement to prevent
transfer of loading from building structure. Install slip- or cushion -type joints to absorb deflections
but maintain lateral support.
E. Frame both sides of control joints independently and do not ridge joints with furring and lathing
accessories.
F. Install additional framing, furring, runners, lath, and beads as required to form openings and
frames for other work as indicated. Coordinate support systems for proper support of framed work
that is not indicated to be supported independently of metal furring and lathing system.
G. Install Iightweight cementitious backer board over "Z" channels with 1 1/4 "steel screws minimum
8" O.C.
3.05 INSTALLATION - LATHING MATERIALS
A. Apply self - furring reinforcement with self - furring ribs perpendicular to supports.
B. Lap ends minimum one inch. Secure end laps with tie wire where they occur between supports.
C. Lap sides of lath minimum 1 -1/2 inches. Nest outside ribs of rib lath together.
D. Continuously reinforce internal angles with corner mesh, except where the metal lath returns 3
inches from corner to form the angle reinforcement. Fasten at perimeter edges only.
E. Place strip mesh diagonally at corners of lathed openings. Secure rigidly in place.
F. Place 4 inch wide strips of metal lath centered over junctions of dissimilar backing materials.
Secure rigidly in place.
G. Place casing beads at terminations of plaster finish. Butt and align ends. Secure rigidly in place.
H. Provide sealant at adjoining sections of stucco accessories (Lath, control joint intersections, etc.)
I. Install accessories to lines and levels.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -6
Pnnted 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
3.06 CONTROL, REVEAL AND EXPANSION JOINTS
A. Establish control, reveal and expansion joints with specified joint device.
B. Location and Shape:
1. Panel joints shall be as shown on drawings and shall be relatively square, but shall not
exceed 144 square feet. Length of panel shall not exceed 2 '/2 times its width.
2. Provide minimum of'/ inch separation between dissimilar materials for application of
Joint Sealant as specified under Section 07900.
3. Provide joints at structural columns, beams and where load bearing and non -load bearing
wall intersect.
4. Provide control joints, with the approval of the architect, in larger areas where cold joints
or scaffold marks could potentially occur.
3.07 PLASTERING
A. Apply plaster in accordance with ASTM C926.
B. Scratch and Base Coats — Application:
1. Apply scratch coat to a nominal thickness of 1/2 inch. Scratch coat shall be completely
embedded in lath.
2. Apply brown coat to a nominal thickness of 1/2 inch. Apply brown coat as soon as
scratch coat is rigid enough to accept brown coat. Brown coat shall be applied over damp
scratch coat.
3. Moisture cure base coat as recommended by the NWCB, minimum period of 48 hours.
4. Allow Base coat to cure a minimum of seven days prior to application of Finish Coat.
C. Finish Coat: Application of synthetic plaster finish:
1. Apply finish coat to a nominal thickness of 1/8 inch.
2. With stainless steel trowel apply synthetic plaster finish coat.
3. Trowel plaster finish coat and apply texture to match acceptable product and field
samples.
4. Texture: Knockdown Dash.
5. Final finish thickness shall not exceed diameter of largest aggregate in synthetic plaster.
6. Do not apply finish coat mix which has exceeded the manufacturer's recommended pot
life.
3.08 TOLERANCES
A. Maximum Variation from True Flatness: 1/8 inch in 10 feet.
3.09 CUTTING AND PATCHING
A. Cut, patch, replace, repair, and point up plaster as necessary to accommodate other work. Repair
cracks and indented surfaces. Point up finish plaster surfaces around items that are built into or
penetrate plaster surfaces. Repair or replace work to eliminate blisters, buckles, cracking, dry outs,
efflorescence, excessive pinholes, and similar defects.
(pow TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -7
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
•
SECTION 09220
PORTLAND CEMENT PLASTER (STUCCO)
3.10 CLEANING AND PROTECTING
A. Remove temporary covering and other provisions made to minimize spattering of plaster on other
work. Promptly remove plaster from window and door frames, and other surfaces not intended to
receive plaster work. Repair surfaces that are stained, marred, or otherwise damaged during
plastering work. When plastering work is completed, remove unused materials, containers,
equipment, and plaster debris.
B. Provide final protection and maintain conditions, in a manner acceptable to the manufacturer and
installer that ensures plaster work is without damage and deterioration at the time of Substantial
Completion.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09220 -8
Printed 06/06!07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 09260
GYPSUM BOARD SYSTEMS
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Gypsum board.
B. Taped and sanded joint treatment.
1.03 SYSTEM DESCRIPTION
A. Load Bearing Requirements: Steel framing systems maximum deflection of L/240 for design loads.
1.04 RELATED SECTIONS
A. Section 05400 - Cold Formed Metal Framing: Wall Framing — Solid blocking at reveal joints.
B. Section 06112 — Framing and Sheathing: Wall Framing — Solid blocking at reveal joints.
C. Section 07213 - Batt and Blanket Insulation: Thermal and sound insulation.
D. Section 07900 — Joint Sealants: Sealants used in conjunction sealing joints of dissimilar materials.
E. Section 09900 - Painting: Surface finish.
1.05 REFERENCES
A. ASTM C475 - Joint Treatment Materials for Gypsum Wallboard Construction.
B. ASTM C514 - Nails for the Application of Gypsum Wallboard.
C. ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring
Channels for Screw Application of Gypsum Board.
D. ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsum Wallboard,
Backing Board, or Water Resistant Backing Board.
E. ASTM C1396 — Standard Specification for Gypsum Board.
F. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board.
G. Gypsum Construction Handbook - Current Edition: by United States Gypsum Company.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -1
Pnnted 06/06/07
SECTION 09260
GYPSUM BOARD SYSTEMS
L06 QUALITY ASSURANCE
A. Applicator: Company specializing in gypsum board systems work approved by manufacturer.
B. Conform to Underwriter Laboratory for fire rating.
C. Provide control joints and venting per United States Gypsum Company's Construction Handbook,
current edition.
1.07 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Submit manufacturer's installation instructions under provisions of Section 01300.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD SYSTEM
A. United States Gypsum.
B. National Gypsum Company.
C. G -P Gypsum Corporation
D. James Hardie Building Products - Hardirock
E. Substitutions: Under provisions of Section 01600.
2.02 GYPSUM BOARD MATERIALS
A. Gypsum Board: ANSI/ASTM C36; 1/2 inch thick.
B. Fire Rated Gypsum Board: ANSI /ASTM C36; Type 'X' fire resistive, UL rated, 5/8 inch thick;
Ultracode (1P x3) 3/4 inch thick, maximum permissible length; ends square cut, tapered and
beveled edges.
C. Moisture Resistant Gypsum Board: ANSI/ASTM C630; Type 'X' fire and moisture resistive type
in locations shown on Drawings, 5/8 or 1/2 inch thick as indicated on drawings, maximum
permissible length; ends square cut, tapered and beveled edges.
D. Exterior Soffit Board: ANSI/ASTM C36; Type 'X' fire resistive, UL rated, 5/8 inch thick;
maximum permissible length; ends square cut, tapered and beveled edges. Must meet the
requirements of ASTM C931.
2.03 ACCESSORIES
A. Corner Beads: All metal, galvanized.
B. Edge Trim: GA 201 and GA 216; type L bead primed metal galvanized.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -2
Pnnted 06/06/07
SECTION 09260
GYPSUM BOARD SYSTEMS
C. Joint Materials: Must meet the requirements of ANSI/ASTM C475 and GA 216. Provide
reinforcing tape, joint compound, adhesive, water, and fasteners as recommended by gypsum
board manufacturer.
D. Control joints:
1. Interior joints: Roll- formed zinc with tape protected opening 7/16 inch depth, metal
perforated flanges each side.
2. Exterior joints: Roll- formed galvanized all metal control joint with perforated flanges
each side.
E. Interior Reveal joints: Roll- formed zinc, depth as indicated on drawings, metal perforated flanges
each side refer to drawings for specific manufacturer's.
F. Reveal joints: Extruded Aluminum alloy 6063 -T5, clear anodized fmish. Manufacturer: Fry
Reglet Corporation.
G. Resilient Channels: Galvanized steel channels, RC -1 as manufactured by U.S. Gypsum Company.
H. Venting: Provide continuous venting at exterior soffits as shown on drawings. Provide Fry- Reglet
vented aluminum moldings as indicated on drawings.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on
shop drawings.
B. Verify that moisture content in framing lumber does not exceed 14 percent.
C. Beginning of installation means acceptance of existing surfaces and substrate.
3.02 GYPSUM BOARD INSTALLATION
A. Install gypsum board in accordance with GA 216 and UL requirements.
B. Interior Gypsum Board — Refer to Schedule below for locations of different Levels of Finish:
1. Prefill:
a) Use setting -type joint compound. Mix joint compound according to
manufacturer's directions.
b) Fill joints between boards flush to top of eased or beveled edge.
c) Fill. joints of gypsum board above suspended ceilings in fire -rated partitions.
d) Wipe off excess compound and allow compound to harden.]
2. Taping (Level 1):
a) Butter taping compound into inside corners and joints.
b) Center tape over joints and press down into fresh compound.
c) Remove excess compound.
d) Tape joints of gypsum board above suspended ceilings.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -3
Prmtcd 06/06/07
SECTION 09260
GYPSUM BOARD SYSTEMS
3. First coat (Level 2):
a) Use taping or all- purpose drying -type compound.
b) Immediately after bedding tape, apply skim coat of compound and allow to dry
completely in accordance with manufacturer's instructions.
c) Apply first coat of compound over flanges of trim and accessories, and over
exposed fastener heads and finish level with board surface.
4. Second coat (Level 3): After first coat treatment is dried, apply second coat of compound
over tape and trim, feathering compound 2 inches beyond edge of first coat.
5. Third coat (Level 4):
a) After second coat has dried, sand surface lightly and apply thin finish coat to
joints, fasteners and trim, feathering compound 2 inches beyond edge of second
coat.
b) Allow third coat to dry. Apply additional compound, and touch -up and sand, to
provide surface free of visual defects, tool marks, and ridges, and ready for
application of finish.
6. Skim coat (Level 5):
a) Apply skim coat of topping or all- purpose drying -type compound over exposed
surfaces of gypsum board.
b) After skim coat has dried, touch -up and sand to provide surface free of visual
defects, tool marks, and ridges, and ready for application of finish.]
C. Erect single layer gypsum board in most economical direction, with en ds and edges occurring over
firm bearing.
D. Use screws when fastening gypsum board to metal framing.
E. Double Layer Applications: Secure second layer to first with fasteners.
F. Treat cut edges and holes in moisture resistant gypsum board with sealant.
G. Place corner beads at all external corners unless indicated otherwise. Use longest practical length.
Place edge trim where gypsum board abuts dissimilar materials.
H. Place control joints floor to ceiling in long partition runs, in ceilings and soffits from fascia to wall
or relite at not over 30 feet on center consistent with lines of building spaces, and from each corner
of door or relite header to ceiling unless noted otherwise on the Drawings.
I. Place control joints at ceilings so that areas do not to exceed 900 square feet, maximum distance
between control joints shall be 30 feet, and consistent with lines of building spaces.
J. Erect shaft wall liner studs and panels in conformance with UL listing and as detailed.
K. Treat cut edges and holes in moisture resistant gypsum board and exterior gypsum soffit board
with sealant.
L. Attach resilient channels to stud framing using fasteners as recommended by manufacturer. Studs
shall be spaced at maximum 24 inches on center. Space resilient channels maximum 24 inches on
center to framing members. Install channels and apply acoustical sealant per recommendations of
US Gypsum Company's SA924.
M. Joint Sealants: Seal all exposed joints of dissimilar materials with Sealant as outlined under
Section 07900 — Joint Sealants.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -4
Printed 06/06/07
SECTION 09260
GYPSUM BOARD SYSTEMS
3.03 JOINT TREATMENT (At Locations Scheduled to Receive Paint Finish)
A. Provide levels of gypsum board finish for locations as follows, in accordance with Gypsum
Association GA 214, "Recommended Specification: Levels of Gypsum Board Finish" and GA 216
"Application and Finishing of Gypsum Board ".
1. Level 1: Ceiling plenum areas and concealed areas, except provide higher level of finish
as required to comply with fire resistance ratings and acoustical ratings.
2. Level 2: Gypsum board substrate at surfaces scheduled to receive tile, except remove
tool marks and ridges.
3. Level 4: Gypsum board surfaces in all Janitors Closets, Electrical Closets and Storage
Rooms and exterior soffit board.
4. Level 5: Gypsum board surfaces in all areas except as noted above.
3.04 TOLERANCES
A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction.
3.05 FINISH
A. Smooth finish, ready for paint provided under Section 09900.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -5
Printcd 06/06/07
SECTION 09650
RESILIENT FLOORING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Resilient Base.
B. Resilient Vinyl Composition Tile Flooring.
C. Accessories.
1.03 RELATED SECTIONS
A. Section 01400 — Quality Control: Testing of slabs for content of moisture and alkalinity.
1.04 REFERENCES
A. ASTM E84 - Surface Burning Characteristics of Building Materials.
B. FS L -F-475 - Floor Covering, vinyl Surface (Tile and Roll), with backing.
C. FS SS -T -312 - Tile, Floor: Asphalt, Rubber, Vinyl, Vinyl Composition.
D. FS SS -W-40 - Wall Base: Rubber.
E. Meet Requirements of Resilient Floor Covering Institute.
1.05 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Samples:
1. Submit two box samples or chain sets for each floor material specified.
2. Submit two chain sets of base color for color selection specified by Architect.
Product Data: Submit manufacturer's product literature and installation instructions.
1.06 QUALITY ASSURANCE
A. Manufacturer: Provide each type of resilient flooring product as produced by a single
manufacturer, including recommended primers, adhesives, sealants, edge strips and other
accessories as required.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09650 -1
Printed 06/06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 09650
RESILIENT FLOORING
B. Subcontractor: Subcontract the Work of this Section to a firm specializing in resilient flooring
Work, which is acceptable to the manufacturers of the products involved, and which can
demonstrate at least 5 years prior experience in successful installations similar to the Work
required herein.
1.07 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame/fuel/smoke rating requirements in accordance with
ASTM E84.
1.08 OPERATION AND MAINTENANCE DATA
A. Submit cleaning and maintenance data under provisions of Section 01300.
B. Include maintenance procedures, recommended maintenance materials, and suggested schedule for
cleaning, stripping, and re- waxing.
1.09 ENVIRONMENTAL REQUIREMENTS
A. Store materials for three days prior to installation in area of installation to achieve temperature
stability.
B. Maintain ambient temperature required by adhesive manufacturer three days prior to, during, and
24 hours after installation of materials.
1.10 EXTRA MATERIALS
A. Provide extra stock of flooring and base equal to 5 percent of total installed for each type color on
job.
PART 2 PRODUCTS
2.01 RESILIENT VINYL COMPOSITION TILE FLOORING (VCT)
A. Manufacturers:
1. Mannington Designer Essentials
2. Comparable products by the following Manufacturer's — must match color selected.
a) Armstrong World Industries.
3. Substitutions: Under provisions of Section 01600.
B. Materials - Vinyl Composition Tile: FS SS -T -312, Type IV. Industry Standards: ASTM F1066
Composition 1, Class 2. Fire Test: ASTM E648 Critical Radiant Flux 0.045 Watts /cm Smoke
Test: ASTM E62, 450 or less. Composition 1: 12 x 12 inch size, 1/8 inch thick. All tile from one
batch, excessive color variation will not be accepted.
C. Color: To be determined from manufacturer's full line of colors.
2.02 BASE
A. Manufacturers:
1. "Wallflowers" by Flexco Company.
2. "Pinnacle SBR" by Roppe.
3. "RubberMyte" by Burke/Mercer Products Co., Inc.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09650 -2
Printed 06/06/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 09650
RESILIENT FLOORING
4. "Color Integrated Wall Base" by Armstrong.
5. Subituti Under provisions ion 10.
B. Rubber Base Materials: st or ASTM prov FI 861 isio —Type of Sect TS 0
, Thermo Vulcanized Rubber; continuous, 4
inch high; 1/8 inch thick; top set coved. Provide factory molded corners.
C. Color: To be determined from manufacturer's full line of colors
2.03 ACCESSORIES
A. Subfloor Filler: White premix latex; type recommended by flooring material manufacturer.
B. Primers and Adhesives: Waterproof, low solvent and low "VOC's "; types recommended by
flooring manufacturer to suit material and substrate conditions.
C. Reducer Strips: As manufactured by Flexco Company, or approved, color as selected by Architect
from full color line:
1. VCT to Carpet: "No. 64" tile and carpet joiner.
2. Carpet to Ceramic Tile or Sheet Vinyl: "No. 64" tile and carpet joiner.
3. VCT to Concrete:. "No. 81" vinyl edge guard.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft, and are ready
to receive Work.
B. Verify compatibility of resilient flooring adhesive to substrate.
C. Testing of concrete slab moisture: Shall be done under Section 09605 — Concrete Floor Vapor
Emission Sealer.
D. Beginning of installation means acceptance of existing substrate and site conditions.
3.02 PREPARATION
A. Prepare the substrate according to the material manufacturer's installation instructions. Remove
subfloor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor
filler.
B. Apply, trowel, and float filler to leave a smooth, flat, hard surface.
C. Prohibit traffic from area until filler is cured.
D. Vacuum clean substrate.
E. Apply primer to substrate surfaces in accordance with manufacturer's recommendations.
3.03 INSTALLATION - TILE FLOORING
A. Install in accordance with manufacturer's instructions.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09650 -3
Pnnted 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 09650
RESILIENT FLOORING
B. Match tiles for color and pattern by using tile from cartons in same sequence as manufactured and
packaged. Broken, cracked, chipped or deformed tiles are not acceptable.
C. Spread only enough adhesive to permit installation of materials before initial set.
D. Set flooring in place, press with heavy roller to attain full adhesion.
E. Install tile to square grid pattern with all joints aligned, with pattern grain parallel for all units and
parallel to length of room. Allow minimum 1/2 full size tile width at room or area perimeter.
F. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar.
Install edge strips at unprotected or exposed edges, and where flooring terminates.
G. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight
joints.
3.04 INSTALLATION - BASE
A. Determine base types from Section 09000 Interior Finish Legend, and scheduled locations from
Interior Elevation Drawings.
B. Fit joints tight and vertical. Maintain minimum measurement of 18 inches between joints. Install
as long lengths as practicable.
C. Miter internal corners.
D. Install base on solid backing. Bond tight to wall and floor surfaces. Apply to all permanent
fixtures in room on areas where base is scheduled.
E. Scribe and fit to door frames and other interruptions.
3.05 PROTECTION
A. Prohibit traffic on floor finish for 48 hours after installation.
3.06 CLEANING
A. Remove excess adhesive from base, and wall surfaces without damage.
B. Clean, seal, and wax floor and base surfaces in accordance with manufacturer's instructions.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT 09650 -4
Pnnted 06 /06/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 09830
ELASTOMERIC COATINGS
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Application of fluid applied elastomeric waterproofing system, at a minimum of 18 to 20 mils dry
film thickness, over Exterior Plaster Finish System, Concrete Tilt -up Walls and Concrete Masonry
Units.
1.03 RELATED SECTIONS
A. Section 01400 — Quality Control: Testing of coating thickness by independent testing laboratory.
1.04 QUALITY ASSURANCE
A. Membrane Manufacturer: Company specializing in liquid waterproofing membrane systems with
three years minimum experience.
B. Applicator: Company specializing in application of specified waterproofing approved by
manufacturer.
1.05 REGULATORY REQUIREMENTS
A. ASTM D4138 — Standard Test Method for Measurement of dry film thickness of Protective
Coating Systems by destructive means.
1.06 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Submit product data for liquid membrane compound, joint and crack sealants, with temperature
range for application of waterproofing membrane.
C. Submit manufacturer's installation instructions under provisions of Section 01300.
D. Color Samples: Submit two 8"x10" draw -downs of actual material for Architect's review, of each
finish color and texture, prior to pre - application meeting.
E. Submit dry film thickness report from independent testing laboratory.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Do not apply waterproofing during inclement weather or when air temperature is below 50 degrees
Fahrenheit.
1.08 DELIVERY, STORAGE AND HANDLING
A. Deliver products to site and protect under provisions of Section 01600.
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SECTION 09830
ELASTOMERIC COATINGS
B. Container Label Requirements:
1. Manufacturers name.
2. Stock number.
3. Type of waterproofing.
4. Instructions for reducing (where required).
1.09 WARRANTY
A. General Contractor, applicator and materials manufacturer to provide [WARRANTY PERIOD]
year warranty under provisions of Section 01700.
B. Warranty: Include coverage of materials and installation from failure of installation to resist
penetration of moisture.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Thoro System Products - "Thorolastic."
B. Sonneborn - "Color Flex."
C. Rodda - "9020 - Super Roflex Elastomeric Coating"
D. Dow Coming - "Allguard" Waterprood Coating.
E. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Elastomeric high- build, acrylic polymer. Custom colors as selected by Architect.
B. Accessories:
1. Block filler: Sprayable, as recommended by elastomeric coating manufacturer.
2. Primer: Sprayable, as recommended by elastomeric coating manufacturer.
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
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Printed 6/6/2007
SECTION 09830
ELASTOMERIC COATINGS
PART 3 EXECUTION
3.01 INSPECTION
A. Installation Meeting: Contractor to arrange pre - installation meeting per Section 01600, minimum
seven (7) days prior to starting work. Contractor, applicator, Architect and representative of
coatings manufacturer.
B. Verify surfaces are solid, free of frozen matter, loose particles, cracks, pits, rough projections, and
foreign matter detrimental to adhesion and application of waterproofing.
C. Applicator to notify Contractor of any corrective work required to make substrate acceptable.
D. Do not apply waterproofing to damp, frozen, dirty, dusty, or deck surfaces unacceptable to
manufacturer. Surface moisture not to exceed 30 %, or damp to touch and does not transfer water.
Alkalinity 5 -10.
E. Verify items, which penetrate surfaces to receive waterproofing, are securely installed.
F. Beginning of installation means acceptance of substrate.
3.02 PREPARATION
A. Clean and prepare surfaces to receive waterproofing, in accordance with manufacturer's written
instructions.
B. Concrete Tilt -up walls: Remove bond breakers, form release agents and other substances which
would be detrimental to adhesion of coating. Contact manufacturer for recommendations.
C. Concrete Unit Masonry: Apply block filler as recommended by elastomeric coating manufacturer.
Apply until product is pin -hole free.
D. Existing Stucco Walls: Apply sealant to all cracks in existing wall. Sealant must be compatible
with elastomeric coating. Comply with the requirements of Section 07900 — Joint Sealants.
E. Apply mastic to seal penetrations.
F. Remove fittings and fixtures to provide coatings to semi - concealed surfaces.
G. Protect adjacent surfaces not designated to receive coating.
H. Remove materials from adjacent surfaces not scheduled to receive coating.
3.03 APPLICATION
A. Apply membrane in accordance with manufacturer's instructions.
B. Apply base coat uniformly over entire surface at minimum rate of 80 to 100 square feet per gallon
as recommended by manufacturer. Application strokes shall be either horizontal or vertical.
C. Apply additional coats at minimum rate of 60 to 90 square feet per gallon as recommended by
manufacturer. Application strokes shall be perpendicular to the base coat application.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
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SECTION 09830
ELASTOMERIC COATINGS
D. Total minimum of 18 to 20 mils dry film thickness additional dry film thickness pin hole free.
E. Seal items projecting through membrane.
3.04 FIELD QUALITY CONTROL
A. Film Thickness Test:
1. By independent testing laboratory, approved by Owner, refer to Section 01400 — Quality
Control.
2. Provide one dry film thickness test per 100 square feet of surface area, with locations as
determined by testing agency, upon completion of application of coating
3. Testing Instrument: Tooke Inspection Gage.
4. Test Method: ASTM D4138 — Standard Test Method for Measurement of Dry Film
Thickness of Protective Coating Systems by Destructive Means.
5. Report: Measure and evaluate coating application and submit report to Architect and
Contractor stating readings taken and locations and heights of test areas.
B. Re -test areas not conforming to specifications, after re- coating, as stated above. Cost of re- testing
shall be the responsibility of the Contractor.
3.05 ADJUSTING AND CLEANING
A. After testing is complete, re -coat any work measuring less than that specified.
B. Repair and touch -up test surfaces to match adjacent surfaces.
C. Remove and clean any surfaces not scheduled to receive coating as a result of over spray.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09830 -4
Prmtcd 6/6/2007
SECTION 09900
PAINTING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
A. Surface preparation.
B. Surface finish schedule.
1.03 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Controls: Temporary heating and lighting.
B. Section 03201 - Concrete: Slabs on grade and concrete walls.
C. Section 07900 — Joint Sealants: Sealants used in conjunction with preparation of painted surface.
D. Section 08110 - Steel Doors and Frames: Shop primed items.
E. Section 09260 - Gypsum Board Systems: Wall and ceiling surfaces.
1.04 REFERENCES
A. Painting and Decorating Contractors of America (PDCA) Manual.
B. Painting and Decorating Contractors of America (PDCA) Standard P3 for designation of Paint
Colors.
1.05 DEFINITIONS
A. Conform to ASTM D16 for interpretation of terms used in this Section.
1.06 QUALITY ASSURANCE
A. Applicator: Company specializing in commercial painting special coatings and finishing with five
years experience.
B. Conform to recommendations of the PDCA and SSPC manuals.
1.07 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame /fuel/smoke rating requirements for fmishes.
B. Coatings must comply with Oregon State Department of Environmental Quality "VOC Area
Source" Rules.
•
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -1
Pnntcd 6/6/07
SECTION 09900
PAINTING
1.08 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide product data for each step or process described in 09900, Part 3 - Schedule: Exterior
Surfaces and Interior Surfaces.
C. Submit samples under provisions of Section 01300.
D. Submit two "draw downs" 8 x 8 inch in size for each color and finishing product scheduled, for
Architects approval. Do no work until submittals have been reviewed and approved.
E. Submit manufacturer's application instructions under provisions of Section 01300.
1.09 FIELD SAMPLES
A. Locate where directed by Architect.
B. Apply 100 square feet of each coating and each paint at location on project directed by Architect.
C. Accepted sample will demonstrate minimum standard for work, and may remain as part of the
Work.
D. Simulate finished lighting conditions for review of field samples.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Deliver products to site in sealed and labeled containers; inspect to verify acceptance.
D. Container labeling to include manufacturer's name, type of paint, brand name, manufacturer's batch
number, brand code, coverage, surface preparation, drying time, cleanup, color designation, and
instructions for mixing and reducing.
E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F, in well ventilated area, unless required otherwise by manufacturer's instructions.
F. Take precautionary measures to prevent fire hazards and spontaneous combustion.
G. Confine the storage of paints and allied materials to a space particularly assigned, and keep such
space neat and clean at all times.
H. Open containers only as needed, and keep partially filled containers tightly closed when not in use.
1.11 ENVIRONMENTAL REQUIREMENTS
A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures
above 45 degrees Fahrenheit for 24 hours before, during, and 48 hours after application of finishes,
unless required otherwise by manufacturer's instructions.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
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Printed 6/6/07
SECTION 09900
PAINTING
B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 85 percent,
or to damaged or wet surfaces unless required otherwise by manufacturer's instructions.
C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees
Fahrenheit for exterior; unless required otherwise by manufacturer's instructions.
D. Provide lighting level of 80 ft candles measured mid - height at substrate surface.
1.12 COLORS
A. Colors of paints and shades of stain shall match approved control samples.
B. Deep tone colors will be limited to approximately 35 percent of total interior paint surface.
C. The number of paint colors shall be as listed and are further defined on the Drawings.
1. Building Exterior: Color Level IV according to PDCA P3.
2. All interior rooms: Color Level III according to PDCA P3.
1.13 EXTRA STOCK
A. Provide one gallon in unopened, original container of each color and surface texture to Owner,
minimum.
B. Label each container with color, color mix formula, texture and room locations, in addition to the
manufacturer's label.
PART 2 PRODUCTS
2.01 GENERAL
A. Products for each general purpose must be of same manufacturer.
B. Do not use products of different manufacturers over one another, except for shop prime coats
specified in other Sections.
2.02 ACCEPTABLE MANUFACTURERS - PAINT
A. Benjamin Moore.
B. ICI / Fuller O'Brien.
C. Kelly Moore.
D. Miller Paint.
E. Rodda Paint Co.
F. Sherwin Williams.
G. PPG
07014 TIGARD HIGH SCHOOL AUDITORIUM/ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -3
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SECTION 09900
PAINTING
H. Parker Paint
I. Substitutions: Under provisions of Section 01600.
2.03 ACCEPTABLE MANUFACTURERS — INDUSTRIAL GRADE COATINGS
A. Tnemec
B. Amneron
C. Carboline
D. ICI / DeVoe Coatings
E. Pittsburgh Paints, Industrial Maintenance High Performance Coatings.
F. Sherwin Williams Industrial and Marine Coatings.
G. Substitutions: Under provisions of Section 01600.
2.04 ACCEPTABLE MANUFACTURERS — MULTI -COLOR COATINGS
A. Polomyx — Waterbase.
B. Zolotone — Waterbase.
C. Substitutions: Under provisions of Section 01600.
2.05 MATERIALS
A. Provide the best quality grade of the various types of coatings as regularly manufactured by
approved paint materials manufacturers.
B. Coatings:
1. Ready mixed, except field catalyzed coatings. Process pigments to a soft paste
consistency, capable of being readily and uniformly dispersed to a homogeneous coating.
2. Good flow and brushing properties; capable of drying or curing free of streaks or sags.
C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not
specifically indicated but required to achieve the finishes specified, of commercial quality.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition
that may potentially affect proper application.
C. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
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Printed 6/6/07
SECTION 09900
PAINTING
1. Gypsum Wallboard: 12 percent.
2. Interior Located Wood: 15 percent, measure in accordance with ASTM D2016.
3. Exterior Located Wood: 15 percent, measured in accordance with ASTM D2016.
D. Beginning of installation means acceptance of existing surfaces.
3.02 MATERIALS TO BE FINISHED
A. The following receives no finish except as indicated:
1. Metals such as: Brass, bronze, copper, plated metals, stainless steel.
2. Plastic Laminate surfacing.
3. Glass, unless otherwise noted.
4. Materials having complete factory finish, such as electrical switchplates, lighting fixtures,
finish hardware, and the like.
B. All other surfaces are to be finished except as listed above or otherwise scheduled or noted.
3.03 PREPARATION
A. Previously painted galvanized and primed steel surfaces: Remove rust and prepare surfaces in
accordance with PCDA Manual. Feather edges of existing paint and prime surfaces with
compatible primer.
B. Previously painted or stained wood surfaces: Remove all oil, grease, silicone, wax and other
foreign matter. Moisture meter reading shall be no more than 12 percent, sand surfaces and feather
edges between paint layers or between paint and wood. Remove all dust and grit with tack rag.
Prime bare wood surfaces.
C. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or
finishing.
D. Correct minor defects and clean surfaces which affect work of this Section.
E. Shellac and seal marks which may bleed through surface finishes.
F. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair.
G. Galvanized Surfaces: Prepare in accordance with SSPC -SP1 Solvent cleaning.
H. Impervious Surfaces: Remove mildew by scrubbing with solution of tri- sodium phosphate and
bleach. Rinse with clean water and allow surface to dry.
I. Previously painted Masonry Surfaces: Pressure wash surface to remove loose paint prior to re-
painting.
J. Previously painted Concrete Masonry Surfaces and impervious surfaces: Remove mildew by
scrubbing with solution of tri- sodium phosphate and bleach. Rinse with clean water and allow
surface to dry. Scrape as required to remove blistered or peeling paint. Feather edges of old paint.
Prepare in accordance with PCDA requirements.
K. Uncoated Steel and Iron Surfaces: Prepare in accordance with SSPC -SP3 Power tool cleaning.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -5
Prmted 6/6/07
SECTION 09900
PAINTING
L. Shop Primed Steel Surfaces: Prepare in accordance with SSPC -SP2 or SP3 Hand tool cleaning.
Feather edges to make touch -up patches inconspicuous. Clean surfaces in accordance with SSPC-
SP1 Solvent Cleaning. Prime bare steel surfaces.
M. Interior Wood Items - Painted: Wipe off dust and grit prior to priming. Seal knots, pitch streaks,
and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between
coats. Back prime all wood surfaces which will be in contact with moist or damp areas.
N. Glue- Laminated Beams, wood chord metal joists and plywood web joist scheduled to be left
exposed: Use cleaning solution of mixed 10 parts water to 1 part oxalic acid to remove water
stains.
O. Metal Doors: Seal top and bottom edges with primer.
P. Joint Sealants: Seal all exposed joints of dissimilar materials with Sealant as recommended by
paint manufacturer and as outlined under Section 07900 —Joint Sealants.
Q. Preparation of Acoustical Tile Ceilings scheduled to be painted: Spot prime all stains with White
Pigmented Shellac.
3.04 PROTECTION
A. Protect elements surrounding the work of this Section from damage or disfiguration.
B. Repair damage to other surfaces caused by work of this Section.
C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring
other surfaces.
D. Remove empty paint containers from site.
3.05 MIXING AND TINTING
A. Deliver paints and enamels ready -mixed to jobsite.
B. Job -mix and job -tint only when acceptable to Architect.
C. Mix only in clean, rust resistant containers.
D. Use tinting colors recommended by manufacturer for specific type of finish.
3.06 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
B. Do not apply finishes to surfaces that are not dry.
C. Apply each coat to uniform finish.
D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved.
E. Sand lightly between coats to achieve required finish.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -6
Prmted 6/6/07
SECTION 09900
PAINTING
F. Allow applied coat to dry before next coat is applied.
G. Prime back surfaces and edges of interior woodwork with primer paint according to type of
scheduled finish.
H. Adequately ventilate areas following manufacturer's recommendations. Utilize forced ventilation
if necessary.
I. At existing walls scheduled to be repainted, walls shall be painted from nearest inside or outside
corner to nearest inside or outside corner and from floor to ceiling.
3.07 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A. Refer to appropriate Sections in Division 15 and 16 for schedule of color coding and identification
banding of equipment, ductwork, piping, and conduit.
B. Paint shop primed equipment.
C. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
D. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers,
brackets, collars and supports, and except where items are prefinished.
E. Replace identification markings on mechanical or electrical equipment when painted accidentally.
F. Paint interior surfaces of air ducts, and convector and heating cabinets that are visible through
grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers exposed
behind louvers, grilles, and convector and heating cabinets to match face panels.
G. Paint exposed conduit and electrical equipment occurring in finished areas.
H. Paint both sides and edges of plywood backboards for electrical before installing equipment.
I. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing.
J. Paint exterior and interior exposed mechanical ductwork.
3.09 CLEANING
A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered.
B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment,
surplus materials, and debris.
C. Collect waste, cloths, and material which may constitute a fire hazard, place in closed metal
containers and remove daily from site.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -7
Prmted 6/6/07
SECTION 09900
PAINTING
3.10 SCHEDULE - EXTERIOR SURFACES
A. Steel - Shop Primed - All New Hollow Metal Frames, Misc. Steel, and downspouts etc:
1. One coat - Industrial Grade Coating: Tnemec N27 "Typoxy" at 2.0 -3.0 mils dry film
thickness.
2. One coat - Industrial Grade Coating: Aliphatic polyurethane enamel, Tnemec "Series
73" Endura - Shield at 3.0 to 4.0 mils dry film thickness.
B. Steel - Galvanized:
1. One coat- Industrial Grade Coating: Tnemec N27 "Typoxy" at 2.0 -3.0 mils dry film
thickness.
2. One coat - Industrial Grade Coating: Aliphatic polyurethane enamel, Tnemec "Series
73" Endura- Shield at 3.0 to 4.0 mils dry film thickness.
C. Steel - Shop Primed - All New Hollow Metal Frames, Misc. Steel, and downspouts etc:
1. First Coat: Epoxy Bonding Sealer Benjamin Moore M35.
2. Second and Third Coat: Aliphatic Acrylic Urethane, Benjamin Moore CLF40/DM75,
Semigloss Enamel.
D. Gypsum Board Soffits:
1. One coat exterior latex primer.
2. Two coats, exterior 100 percent acrylic latex.
3. Minimum dry thickness 3.9 mils each coat.
E. Wood Siding - Painted:
1. One coat exterior 100 percent Acrylic Latex Primer.
2. Two Coats exterior 100 percent Acrylic Latex Paint.
F. Wood (Cedar and Redwood) - Painted:
1. One coat exterior Zehrung "Zprimeplus ".
2. Two Coats exterior 100 percent Acrylic Latex Paint.
G. Wood (Exterior plywood decking at handicap ramps) - painted:
1. Two coats "Ply- Coat" as manufactured by Rodda.
H. Wood: Exposed Glue Laminated Structural Units.
1. One (1) coat Alkyd Semi Transparent Stain
2. Comparable to Benjamin Moore and Co. Moorwood Alkyd Semi - Transparent Deck and
Siding Stain.
I. Wood (Transparent finish):
1. Two coats (2) satin finish marine grade varnish.
3.11 SCHEDULE - INTERIOR SURFACES
A. Steel- Shop Primed
1. Touch up with original primer.
2. Two coats alkyd enamel semi- gloss.
3. Minimum dry thickness: 4.1 mils total.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD - TUALATIN SCHOOL DISTRICT 23J 09900 -8
Printed 6/6/07
SECTION 09900
PAINTING
B. Concrete Masonry Walls Semi- gloss:
1. Filler Coat: Latex Block Filler.
2. Two coats 100 percent Acrylic Semigloss Latex.
C. Concrete Masonry Walls (Showers /Toilets):
1. Filler: One coat - Industrial Grade Coating: Waterborne cementitious acrylic, Tnemec
Series 130 Envirofill 68 percent solids by volume.
2. Prime coat, one coat - Industrial Grade Coating: Waterborne acrylic epoxy, Tnemec
Series 113 Tneme Tufcoat at 4.0 - 6.0 dry mils.
3. Finish Coat, one coat - Industrial Grade Coating: Waterborne acrylic epoxy, Tnemec
Series 113 Tneme Tufcoat at 4.0 - 6.0 dry mils.
D. Concrete Walls Semi- gloss:
1. Prime Coat: Latex Primer Sealer.
2. Two Coats 100 percent Acrylic Semigloss Latex.
E. Gypsum Board: Paint
1. One coat polyvinyl- acetate primer sealer.
2. Two coats interior latex enamel semi - gloss, apply final coat with roller.
3. Minimum dry thickness: 3.3 mils each co at.
F. Gypsum Board (Restrooms and Kitchen):
1. Sealer, one coat - Industrial Grade Coating: Vinyl - acrylic latex sealer, Tnemec series
51 -792 PVA Sealer at 1.5 dry mils (28 percent solids by volume).
2. Prime coat, one coat - Industrial Grade Coating: Polyamidoamine epoxy, Tnemec Series
113 Tneme Tufcoat at 4.0 - 6.0 dry mils.
3. Finish Coat, one coat - Industrial Grade Coating: Polyamidoamine epoxy, Tnemec Series
113 Tneme Tufcoat at 4.0 - 6.0 dry mils.
G. Wood - Painted
1. One coat alkyd primer sealer.
2. Filler compound as needed.
3. Fine sand to provide clean, smooth base.
4. Two coats alkyd enamel, semi- gloss.
H. Wood; stained (includes wood doors), Catalyzed Lacquer (CL):
1. Fine sand to provide clean smooth base.
2. One (1) coat nitrocellulose lacquer, polyurethane or oleoresinous type stain, compatible
with lacquer system, color to match existing.
3. One (1) coat nitrocellulose lacquer sealer, sandable, non - stearated typed for catalyzed
lacquer system.
4. Sand with 220 grit stearated paper.
5. Two (2) coats clear modified alkyd nitrocellulose high solids catalyzed lacquer, 20
percent solids by volume minimum; semi -gloss finish.
Wood: Transparent ( Misc Exposed woodwork)
1. One (1) coat nitrocellulose lacquer sealer, sandable, non - stearated typed for catalyzed
lacquer system.
2. Sand with 220 grit stearated paper.
3. Two (2) coats clear modified alkyd nitrocellulose high solids catalyzed lacquer, 20
percent solid by volume minimum; semi -gloss finish.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD - TUALATIN SCHOOL DISTRICT 23J 09900 -9
Pointed 6/6/07
SECTION 09900
PAINTING
J. Ceiling Insulation, Flat Black (Behind acoustical metal panel ceilings)
1. Two Coats Latex enamel.
K. Acoustical Tile Ceilings:
1. Spot prime as directed in "Preparation" paragraph above.
2. One coat Non - bridging Latex Paint.
L. Steel Handrails, Semigloss:
1. First Coat: Epoxy Polymide Primer.
2. Second and Third Coat: Aliphatic Polyurethane Semigloss Enamel.
M. Wood Stage Flooring:
1. One (1) coat exterior wood primer - all sides of wood flooring.
2. Two (2) coats Alkyd -flat non -slip floor paint.
N. Steel - Shop Primed - Ceiling Areas, Exposed ductwork, Exposed trusses:
1. One coat water -based fmish, Tnemec Series 115 Uni -Bond (57 percent solids by volume.)
2. 2.5 to 3.0 dry mils
O. Hardboard and Veneer Plaster/Multi -Color Coating:
1. Basecoat: Apply as many coats as necessary to produce a uniform substrate appearance.
Do not exceed manufacturer's recommended coverage rate. Allow to dry prior to
application of subsequent coats. Polymyx "No. 208 ".
2. Sand: Sand base coat with 100 grit or finer sandpaper. Remove dust.
3. Multi -color Finish: Apply in two steps.
4. First Step: Apply high pressure spray caot to completely cover basecoat and achieve a
continuous uniform film. Comply with manufacturer's instructions for application rate.
Polomyx "6000 ".
5. Second Step: Apply low pressure spray coat adjusted to produce uniform pattern and
texture matching approved sample. Slight variations in pattern and color blend are
acceptable. Polomyx "6000 ".
P. Hardboard / Waterbase Multi -Color Coating:
1. Primer:
a. Ferrous Metals, Aluminum: Polomyx No. 210 alkyd base. Apply as
recommended by manufacturer.
b. Wood: 2 coats Polomyx SPII Eco -Block
c. Apply as many coats as necessary to produce a uniform substrate appearance.
Do not exceed manufacturer's recommended coverage rate. Allow to dry prior
to application of subsequent coats.
2. Sand: Sand base coat with 100 grit or finer sandpaper. Remove dust.
3. Multi -color Finish: Apply in two steps.
4. First Step: Apply high pressure spray coat to completely cover primer and achieve a
continuous uniform film. Comply with manufacturer's instructions for application rate.
Polymyx Waterbase seamless liquid multicolor coating..
5. Second Step: Apply low pressure spray coat adjusted to produce uniform pattern and
texture matching approved sample. Slight variations in pattern and color blend are
acceptable. Polymyx Waterbase seamless liquid multicolor coating..
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -10
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SECTION 09900
PAINTING
Q. Particleboard - Stained.
1. Sand with 120 grit stearated paper.
2. One coat Sherwin Williams Wiping Stain, S99XXY59, spray on stain and wipe off
excess.
3. One coat Sherwin Williams vinyl sealer T67F3- catalyze 2 percent with V66V26.
4. Sand with 220 grit stearated paper.
5. One coat Sherwin Williams Kem-Var Conversion Varnish - catalyze 3 percent with
V66V21, thin 33 percent with Xylene.
6. Sand with 220 grit stearated paper.
7. One coat Sherwin Williams Kem -Var Conversion Varnish - catalyze 3 percent with
V66V21, thin 33 percent with Xylene.
R. Concrete Floors (Sealer - Opaque)
1. One (1) coat - Industrial Grade Coating: Pigmented sealer, Tnemec Series 280 Tneme-
Glaze 6.0 to 8.0 mils dry film thickness.
2. At areas scheduled to receive floor fmish KCB add the following to the concrete sealer.
a. Provide sample of sand fmish for Architect's review prior to starting application.
b. Broadcast 40/60 grit sand, prior to first coat drying, at a rate of 3 pounds per
gallon.
c. Add one (1) additional coat - Industrial Grade Coating: Tnemec Series 280
"Tneme - Glaze" 4.0 to 6.0 mils dry film thickness after first coat has dried.
3. Color: As selected by Architect from manufacturer's full color line.
4. Buff gloss off final coat for matte fmish, except when sand is added.
S. Concrete Floors (Sealer - Clear)
1. One (1) coat clear sealer. Tnemec Series 201 Epoxoprime 8.0 - 10.0 dry mils.
T. Court Striping:
1. One (1) coat enamel, "All Purpose Equipment Enamel" No. 2134, as manufactured by
Rodda Paint Company.
U. Sprinkler Piping
1. Red Oxide, rust resistant primer.
2. 2 coats alkyd - flat.
V. Wood: Transparent ( Misc Exposed woodwork, exposed laminated beams, web joists, pressboard
(short nap roller applied), etc.)
1. One (1) coat Benwood Stays Clear Acrylic Polyurethane #423.
2. Sand with 220 grit stearated paper.
3. Two (2) coats Benwood Stays Clear Acrylic Polyurethane #423; semi -gloss finish.
W. Exposed Stained Particleboard: Gresham ES)
1. Fine sand to provide clean smooth base.
2. One (1) coat wiping stain, as manufactured by Sherwin Williams #S99XXW 164.
3. One (1) coat vinyl sealer 24 percent solids as manufactured by Sherwin Williams
#T67F3. Catalyzed 2 percent with Catalyst V66V26 and shaded to specific color.
4. Two (2) coats Sherwood Kem Var Conversion Varnish, V84F61, bright rubbed effect.
Catalyze 3 percent with Catalyst V66V21.
5. Do not sand shaded T67F3 due to pigment added to the sealer.
6. Provide 24 by 24 inch mock -up of each color to be approved by Architect. Mock -up will
be the basis for approving finished fiberboard in the field.
7. Apply components to front and all edges of panels.
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD - TUALATIN SCHOOL DISTRICT 23J 09900-11
Ptmted 6/6/07
SECTION 09900
PAINTING
8. Reveals between particleboard panels: Paint flat black.
X. Concrete Floors (Sealer - Clear)
1. Two (2) coats clear sealer. Benjamin Moore Moisture Tolerant Epoxy M68/M69,
minimum 6.0 dry mils for 2 coats.
Y. Concrete Floors (Sealer - Clear)
1. Two (2) coats clear sealer. Water -based penetrating sealer; "Jon -Stone Water Based
Penetrating Sealer" by Johnson Diversiey. Available through AmSan — West 503 -288-
5051.
END OF SECTION
07014 TIGARD HIGH SCHOOL AUDITORIUM /ART BUILDINGS
June 07 EXTERIOR FINISH REPLACEMENT
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -12
Pnnted 6/6/07