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PROJECT MANUAL
FOR:
Tigard High School
g �
Health Portable
Interior Remodel
� 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
October 12, 2007
•
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W
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I TABLE OF CONTENTS
I Table of Contents
•
DIVISION 0 - BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT
111 DIVISION 1 - GENERAL REQUIREMENTS
Section 01010 Summary of the Work 3
I 01025 Applications for Payment 2
_ 01028 Change Order Procedures 2
01040 Coordination and Meetings 2
I 01045 Cutting and Patching 2
01300 Submittals 4
01314 Certification of No Asbestos 1
I 01400 Quality Control 2
01500 Construction Facilities and Temporary Controls — Remodel Work 4
01600 Materials and Equipment 4
01700 Contract Closeout 3
DIVISION 2 - SITEWORK
Section 02072 Minor Demolition for Remodeling 3
DIVISION 3 - CONCRETE
I DIVISION 4 - MASONRY
01 DIVISION 5 - METALS
DIVISION 6 - WOOD & PLASTIC
I Section 06112 Framing and Sheathing 3
DIVISION 7 - THERMAL & MOISTURE PROTECTION
I Section 07213 Batt and Blanket Insulation 3
07620 Sheet Metal Flashing and Trim 5
07900 Joint Sealers 8
I DIVISION 8 - DOORS & WINDOWS
I Section 08110 Metal Doors and Frames 5
08700 Door Hardware 6
DIVISION 9 - FINISHES
Section 09260 Gypsum Board Systems 5
09511 Suspended Acoustical Ceilings 5
I 09650 Resilient Flooring 4
09900 Painting 12
I
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J TOC -1
Printed 10/16/07
,•, 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
•
1 END OF TABLE OF CONTENTS
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
1 Prated 10/16/07
TIGARD — TUALATIN SCHOOL DISTRICT 23J TOC -2
SECTION 01010
SUMMARY OF THE WORK
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
L A. General Requirements.
B. Work Covered by Contract Documents.
C. Contractor Use of Premises.
1.02 GENERAL REQUIREMENTS
A. TIME OF COMPLETION
The work of this Contract shall be commenced on the date of written notice to proceed and shall be
completed by dates established in the Agreement.
1 B. LIQUIDATED DAMAGES
The Contractor acknowledges and agrees to abide by all provisions of General Conditions of the
Contract regarding liquidated damages as it pertains to all work under this Contract.
C. SAFETY REQUIREMENTS
Associated General Contractors of America, Inc., "Manual of Accident Prevention in
Construction ", Workmen's Compensation Board "Safety Code for Construction Work ", Oregon
State Employment Act Safety Requirements, and Occupational Safety and Health Act (OSHA)
requirements, as applicable, apply to Work specified herein.
D. ASBESTOS FREE CERTIFICATION
Absolutely no materials containing asbestos are to be provided or installed as part of this Project.
The Contractor shall ensure that no subcontractor or any of Contractor's own forces installs any
materials containing asbestos. At final closeout of the Project, the Contractor shall provide to the
School District certification that no materials containing asbestos have been installed in the Project
and that the Project is asbestos free as required by the State of Oregon.
• E. SUPERVISION
The Contractor shall keep a competent and qualified Superintendent, with at least 10
years of construction supervision experience, on site at all times during which the work of
this contract is being performed. The Superintendent shall be familiar in all aspects of the
project and the contract documents and will be responsible for the supervision of the work
and its completion in a manner consistent with the terms of this agreement.
1.03 WORK COVERED BY CONTRACT DOCUMENTS
A. Work of this Contract includes the remodeling of an existing portable building. All work is to be
completed for the Tigard - Tualatin School District.
07033 TIGARD HIGH SCHOOL
HEALTH PORTABLE - INTERIOR REMODEL
OCT 07 TIGARD — TUALATIN SCHOOL DISTRICT 23J 01010 -1
Printed 10/10/07
SECTION 01010 L
SUMMARY OF THE WORK
1.04 CONTRACTOR USE OF PREMISES 1
A. Work Sequence
Perform Work in a manner that accommodates the District's access and use of premises during the
Contract Period. Coordinate Work schedules and operations with the District's use requirements.
The exact approach to completing the work, site access, and other matters such as storage and
location of jobsite trailer(s) will be coordinated with the District and the District's Representative.
B. Limitations on Use
1. Owner intends to occupy the existing school buildings during portions of the construction
period. The existing buildings during Owner occupancy are off - limits to the Contractor.
2. Complete and exclusive use of the site construction areas will be permitted from Notice to
Proceed until Final Completion, and may originate on one of the two school sites and then
proceed to the second site such that an orderly process to staging items of work can be
accomplished. The drawings depict a number of areas of work on each site. The
Contractor will propose and coordinate, in advance of commencing the project, a work
plan for the project with the District and District's Representative. ,11
3. During the Owner's occupancy there may be days (Down Days) during the Contract
Period when occupied areas will be closed. Contractor shall request from the District a
list of Down Days that may occur during the Contract Period. Contractor shall notify the
District at least 48 hours in advance of Down Days during which time the Contractor
intends to work.
C. Noninterference With Serving Utilities
Do not interrupt electric, gas, water or other services to ( existing Owner occupied structures without
prior notice to the District and then only at a definite time and for a definite duration approved by
the District.
Contractor shall schedule demolition and new construction to accommodate Owner's continued use
of existing and/or new mechanical, plumbing, and electrical services as required for Owner's
occupancy.
Consult with public and private utility companies for location and extent of all utilities before
commencing Work.
Provide all services required. Protect and maintain existing utilities, active electrical conductors,
sewers, pipes, and other active lines on school property.
D. Protections
Protect sidewalks, asphalt paving, concrete, shrubs and lawn areas at all times from spillage of
materials used in carrying out the Work. Exercise care to preclude materials from clogging catch
basins and yard drains. Leave all drainage items clean and in proper working condition.
Clean, repair, resurface or restore existing surfaces to their original condition, or completely
replace such surfaces to match existing, where damaged by construction operations.
Damage to property adjacent to District's property shall be restored to the satisfaction of respective
property owners.
E. Removal of Equipment and Materials
Clear the Site and surrounding street areas of all equipment, apparatus, appliances, tools, unused
materials and similar items as rapidly as they cease to be needed in carrying out the Work.
I
07033 TIGARD HIGH SCHOOL
HEALTH PORTABLE - INTERIOR REMODEL
OCT 07 TIGARD — TUALATIN SCHOOL DISTRICT 23J 01010 -2
Panted 10/10/07
SECTION 01010
SUMMARY OF THE WORK
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
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07033 TIGARD HIGH SCHOOL
HEALTH PORTABLE - INTERIOR REMODEL
1 OCT 07 TIGARD — TUALATIN SCHOOL DISTRICT 23J 01010-3
Printed 10/10/07
1 SECTION 01025
APPLICATIONS FOR PAYMENT
1 PART 1 GENERAL
I 1.01 REQUIREMENTS INCLUDED
A. Procedures for preparation and submittal of Applications for Payment.
111 1.02 RELATED REQUIREMENTS
A. AIA Document A201 - General Conditions of the Contract for Construction: Progress Payments,
and Final Payment and Progress Payments and Final Payment. `'
B. Section 01300 - Submittals: Submittal procedures.
C. Section 01300 - Submittals: Schedule of Values.
D. Section 01700 - Contract Closeout: Final Payment.
1.03 FORMAT
1 A. AIA G702 - Application and Certificate for Payment.
B. For continuation sheet, use format specified in Section 01300 for Schedule of Values.
I 1.04 PREPARATION OF APPLICATIONS
oi
A. Type required information or use media - driven printout.
B. Execute certification by signature of authorized officer.
I C. Use data on accepted Schedule of Values. Provide dollar value in each column for each line item
for portion of Work performed and for stored products.
D. List each authorized Change Order as an extension on continuation sheet, listing Change Order
I number and dollar amount as for an original item of Work.
E. Prepare Application for Final Payment as specified in Section 01700.
1 1.05 SUBCONTRACTOR PAYMENT
A. No application for payment by the Contractor shall be processed unless accompanied by the
affidavit.
1.06 SUBMITTAL PROCEDURES
I A. Submit four copies of each Application for Payment at times stipulated in Agreement.
B. Submit under transmittal letter specified in Section 01300.
I
. I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01025
APPLICATIONS FOR PAYMENT
1.07 SUBSTANTIATING DATA
A. When Architect requires substantiating information, submit data justifying line item amounts in
question.
B. Provide one copy of data with cover letter for each copy of submittal. Show Application number
and date, and line item by number and description.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
I . SECTION 01028
CHANGE ORDER PROCEDURES
1 PART 1 GENERAL
I 1.01 REQUIREMENTS INCLUDED
A. Procedures for processing Change Orders. .
I 1.02 RELATED REQUIREMENTS
A. AIA Document A201 - General Conditions: Governing requirements for changes in the Work, in
I Contract Cost, and Contract Time.
B. Section 01025 - Applications for Payment.
I C. Section 01700 - Contract Closeout: Project Record Documents.
1.03 SUBMITTALS
I A. Submit name of the individual authorized to accept changes, and to be responsible for informing
others in Contractor's employ of changes in the Work.
B. Change Order Forms: AIA G701.
1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME
A. Maintain detailed records of work done on a time and material basis. Provide full information
III required for evaluation of proposed changes, and to substantiate costs of changes in the Work.
B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of
the quotation.
I C. On request, provide additional data to support computations:
1. Quantities of products, labor, and equipment.
2. Taxes, insurance and bonds.
I 3. Overhead and profit.
4. Justification for any change in Contract Time.
Credit for deletions from Contract, similarly documented.
I S.
D. Support each claim for additional costs, and for work done on a time and material basis, with
additional information:
I1.
2. Origin and date of claim.
Dates and times work was performed, and by whom.
3. Time records and wage rates paid.
4. Invoices and receipts for products, equipment, and subcontracts, similarly documented.
I 1.05 CHANGE PROCEDURES
I . Architect may submit a Proposal Request which includes: Detailed description of a proposed
change with supplementary or revised Drawings and Specifications, the projected time for
executing the change and the period of time during which the requested price will be considered
I valid. Contractor will prepare and submit a response within 14 days.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01028
CHANGE ORDER PROCEDURES
B. Contractor may initiate a change by submittal of a request to Architect describing the proposed
change with a statement of the reason for the change, the effect on Contract Sum and Contract
Time with full documentation. Document substitutions in accordance with Section 01600.
1.06 CONSTRUCTION CHANGE AUTHORIZATION
A. Architect may issue a directive, signed by Owner, instructing Contractor to proceed with a change •111
in the Work, for subsequent inclusion in a Change Order.
B. Directive will describe changes in the Work, and will designate method of determining any change '
in Contract Sum or Contract Time.
C. Promptly execute the change in Work. I
1.07 FIXED PRICE CHANGE ORDER
A. Will be based on Proposal Request and Contractor's fixed price quotation or Contractor's request
for Change Order as approved by Owner's Representative.
1.08 TIME AND MATERIAL CHANGE ORDER
A. Submit itemized account and supporting data after completion of change, within time limits in
Conditions of the Contract.
B. Architect and Owner's Representative will determine the change allowable in Contract Sum and
Contract Time as provided in Conditions of the Contract.
C. Maintain detailed records of work done on time and material basis.
1.9 EXECUTION OF CHANGE ORDERS
A. Owner's Representative will issue Change Orders for signatures of parties as provided in
Conditions of the Contract.
1.10 CORRELATION OF CONTRACTOR SUBMITTALS
A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized
Change Order as a separate line item and adjust the Contract Sum as shown on Change Order.
B. Promptly revise and resubmit Progress Schedules to reflect any change in Contract Time. '
C. Promptly enter changes in Project Record Documents.
PART 2 PRODUCTS I
Not Used.
PART 3 EXECUTION
Not Used. I
END OF SECTION
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
r SECTION 01040
COORDINATION AND MEETINGS
PART 1 GENERAL
I 1.01 SECTION INCLUDES
A. Coordination.
I B. Preconstruction conference.
C. Progress meetings.
I 1.02 RELATED SECTIONS
I A. Section 01045 - Cutting and Patching.
1.03 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of Specifications to assure
efficient and orderly sequence of installation of interdependent construction elements, with
provisions for accommodating items installed later.
I B. Coordinate completion and clean up of Work of separate sections in preparation for Final
Completion.
I C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and
Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
011 1.04 PRECONS T RUC TION CONFERENCE
A. Owner's Representative will schedule a conference prior to Contractor occupancy of the site.
B. Attendance Required: Contractor, Contractor's Superintendent, Major Subcontractors, Major
Suppliers when requested, others as appropriate.
I C. Agenda:
1. Review of Contract Documents.
2. Designation of personnel representing the parties in Contract, Owner, and the Architect.
I 3. Submission of list of Subcontractors, list of Products, schedule of values, and progress
schedule.
4. Procedures and processing of field decisions, submittals, substitutions, applications for
I 5. payments, proposal request, Change Orders and Contract closeout procedures.
Scheduling.
6. Owner's requirements.
. 7. Construction facilities and controls.
il 8. Security and housekeeping procedures.
9. Procedures for testing.
10. Procedures for maintaining record documents.
1 1.05 PROGRESS MEETINGS
' A. Schedule and administer meetings throughout progress of the Work at maximum weekly intervals.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
I TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01040
COORDINATION AND MEETINGS
B. Attendance Required: General Contractor, and Job Superintendent, major subcontractors and
suppliers, if appropriate to agenda topics for each meeting.
C. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Corrective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Coordination of projected progress.
10. Maintenance of quality and work standards.
11. Effect of proposed changes on progress schedule and coordination.
12. Review of Project Record Documents.
13. Other business relating to Work.
1.06 PREINSTALLATION CONFERENCES
A. When required in individual specification Section, convene a preinstallation conference at work
site prior to commencing work of the Section.
B. Require attendance of parties directly affecting, or affected by, work of the specific Section.
C. Notify Owner's Representative and Architect four days in advance of meeting date.
D. Review Contract Documents and submittals relating to Work.
E. Review conditions of installation, preparation and installation procedures, and coordination with
related work.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
I
END OF SECTION
p
1
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01045 `
CUTTING AND PATCHING
I PART 1 GENERAL
I 1.01 REQUIREMENTS INCLUDED
A. Requirements and limitations for cutting and patching of Work.
1.02 RELATED REQUIREMENTS
A. Section 01600 - Materials and Equipment: Substitutions.
B. Individual Specifications Sections:
1. Cutting and patching incidental to work of the Section.
I 2. Advance notification to other Sections of openings required in work of those Sections.
1.03 SUBMITTALS
I A. Submit written request in advance of cutting or alteration which affects:
1. Structural integrity of any element of Project.
2. Integrity of weather- exposed or moisture - resistant element.
I, 3.
4. Efficiency, maintenance, or safety of any operational element.
Visual qualities of elements exposed to view.
5. Work of Owner or separate contractor.
1 B. Include in request:
1. Identification of Project.
2. Location and description of affected work.
3. Necessity for cutting or alteration.
4. Description of proposed work, and products to be used.
5. Alternatives to cutting and patching.
/ . 6. Effect on work of Owner or separate contractor.
7. Written permission of affected separate contractor.
8. Date and time work will be executed.
1 PART 2 PRODUCTS
2.01 MATERIALS
1 A. Those required for original installation.
I B. For any change in materials, submit request for substitution under provisions of Section 01600.
PART 3 EXECUTION
1 3.01 GENERAL
A. Execute cutting, fitting, patching and finishing including excavation and fill, to complete Work,
I and to:
1. Fit the several parts together, to integrate with other work.
2. Uncover work to install ill -timed work.
l 3.
4. Remove and replace defective and non - conforming work.
Remove samples of installed work for testing.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01045
CUTTING AND PATCHING
5. Provide finished appearance of surfaces and to match adjacent surfaces (unless otherwise
noted) affected by the Work.
3.02 INSPECTION
A. Inspect existing conditions, including elements subject to damage or movement during cutting and
patching.
B. After uncovering, inspect conditions affecting performance of work.
C. Beginning of cutting or patching means acceptance of existing conditions.
3.03 PREPARATION
111
A. Provide supports to assure structural integrity of surroundings; devices and methods to protect
other portions of Project from damage.
B. Provide protection from elements for areas which may be exposed by uncovering work; maintain
excavations free of water.
3.04 PERFORMANCE
A. Execute work by methods to avoid damage to other work, and which will provide proper surfaces
to receive patching and finishing.
B. Employ original installer to perform cutting and patching for weather - exposed and moisture -
resistant elements, and surfaces exposed to view.
C. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
D. Restore work with new products in accordance with requirements of Contract Documents.
E. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection; for an assembly, refinish entire unit.
END OF SECTION
1
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07033 - TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01300
SUBMITTALS
I PART 1 GENERAL
I 1.01 REQUIREMENTS INCLUDED
A. Submittal Procedures.
' B. Timing of Submittals.
C. Construction Progress Schedules.
D. Schedule of Values.
I E. Shop Drawings.
F. Product Data.
1 G. Samples.
H. Manufacturer's Instructions.
I. Manufacturers' Certificates.
I 1.02 RELATED REQUIREMENTS
A. Section 01400 - Quality Control: Manufacturers' field service reports.
B. Section 01700 - Contract Closeout: Closeout Procedures.
1.03 SUBMITTAL PROCEDURES
I 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
1 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,
I 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.
I 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.
I E. Comply with construction schedule for submittals related to Work progress. Coordinate submittal
of related items.
I F. After Architect review of submittal, revise and resubmit as required, identifying changes made
since previous submittal.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01300 1
SUBMITTALS
G. Do not fabricate products or begin work which requires submittals until return of submittal with
1
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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01300
SUBMITTALS
i
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 AIA 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
I 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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
1 TIGARD — TUALATIN SCHOOL DISTRICT 23J 3
SECTION 01300
SUBMITTALS
1
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. I
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 I
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. I
PART 3 EXECUTION
Not Used.
END OF SECTION
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 4
SECTION 01314
CERTIFICATION OF NO ASBESTOS
TO BE COMPLETED BY THE GENERAL CONTRACTOR
' No final payment shall be made until the Contractor files with the Owner, prior to acceptance of the Work, a
notarized Certification of Compliance in the following form:
'
"TO THE BEST OF MY KNOWLEDGE, NO ASBESTOS MATERIAL IS USED IN THE CONSTRUCTION OF
THIS PROJECT. MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED AS REQUESTED BY THE
OWNER FOR ALL MATERIALS WHICH MAY BE QUESTIONED IN THE FUTURE'
In WITNESS WHEREOF, the undersigned has signed and sealed this instrument this day
of ,20
I
Firm Name
Signature
Title
•
i
I
Attest
seal
As determined necessary, evidence of compliance may be required to be submitted with and made a part of this
Certificate.
I
1 END OF SECTION
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
i 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
1 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.
I
1 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
1 TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01400
QUALITY CONTROL
1
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 I
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. 1
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 0
PART 3 EXECUTION
Not Used '
END OF SECTION
I
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
I SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1 1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water and sanitary
facilities.
I B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work and water control.
I C. Construction Facilities: Access roads, parking, progress cleaning, and temporary buildings.
1.02 RELATED SECTIONS
I A. Section 01700 - Contract Closeout: Final cleaning.
1.03 TEMPORARY ELECTRICITY
I A. Connect to existing power service. Power consumption shall not disrupt Owner's need for
continuous service.
I 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
I 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.
I 1.04 TELEPHONE SERVICE '
A. Provide, maintain and pay for telephone service and facsimile (FAX) on separate, dedicated line,
field office at time of project mobilization.
I to
B. Maintain services from mobilization through remodel substantial completion.
I 1.05 TEMPORARY WATER SERVICE
A. Connect to existing water source for construction operations.
I 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
I connections. Provide temporary pipe insulation to prevent freezing.
1.06 TEMPORARY SANITARY FACILITIES
I A. Provide and maintain adequate number of required facilities and enclosures for use of all persons
and trades employed on Work during construction period.
I 1.
2. Toilet facilities.
Washing facilities.
I 07033
Oct 07 TIGARD HIGH SCHOOL
HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
B. Existing facilities may not be used.
g Y
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 life 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. I
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. I
1.11 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly 1
condition.
B. Remove waste materials, debris, and rubbish from site periodically and dispose off -site.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
I
I SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
I
1.12 VEGETATION DAMAGE CONTROL
I 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
I to work of this Contract to protect such areas from damage of any nature caused by construction
operations.
I 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
I A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to
Substantial Completion inspection.
I B. Clean and repair damage caused by installation or use of temporary work.
I C. Restore existing facilities used during construction to original condition. Restore permanent
facilities used during construction to specified condition.
- 1.14 POLLUTION CONTROL
I
A. Burning or burying of rubbish and waste materials on Site prohibited. Provide dump box for
Oil 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.
I 1.16 TEMPORARY FIRE PROTECTION
I A. Take all precautions to prevent possibility of fire resulting from construction operations.
Particularly avoid hazardous accumulations of rubbish and unsecured, flammable materials.
I B. Provide emergency fire extinguishing equipment of adequate type and quantity, readily available
and properly maintained.
1.17 DUST CONTROL
I A. Periodically wet down Site as required to keep flying dust to minimum.
I 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
I B. Owner's Representative prior to commencing work.
Maintain access to public thoroughfares to serve construction area, as necessary.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
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. 1
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. I
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 1
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.
1
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
i
1
1
1
07033 TIGARD HIGH SCHOOL
111
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 4
1
I SECTION 01600
MATERIAL AND EQUIPMENT
I PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Products.
I B. Transportation and Handling.
C. Storage and Protection.
D. Product Options.
I E. Substitutions.
F. Starting Systems.
G. Demonstration and instructions.
1.02 RELATED REQUIREMENTS
I A. AIA Document A701 - Instructions to Bidders: Product options and substitution procedures.
B. Section 01400 - Quality Control: Product quality monitoring.
I C. Section 01700 - Contract Closeout: Operation and maintenance data.
IIII Section 01700 - Contract Closeout: Warranties and Bonds.
1.03 PRODUC
I A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming
the Work. Does not include machinery and equipment used for preparation, fabrication, conveying
and erection of the Work. Products may also include existing materials or components required
1
for reuse.
B. Comply with Specifications and referenced standards as minimum requirements.
I C. Components required to be supplied in quantity within a Specification section shall be the same,
and shall be interchangeable.
I D. Do not use materials and equipment removed from existing structure, except as specifically
required, or allowed, by Contract Documents.
0 1.04 TRANSPORTATION AND HANDLING
A. Transport products by methods to avoid product damage; deliver in undamaged condition in
I manufacturer's unopened containers or packaging, dry.
B. Provide equipment and personnel to handle products by methods to prevent soiling or damage.
I C. Promptly inspect shipments to assure that products comply with requirements, quantities are
correct, and products are undamaged.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
1 TIGARD — TUALATIN SCHOOL DISTRICT 23J 1
SECTION 01600
MATERIAL AND EQUIPMENT
1
1.05 STORAGE AND PROTECTION
A. Store products in accordance with manufacturer's instructions, with seals and labels intact and
legible. Store sensitive products in weather -tight enclosures; maintain within temperature and
humidity ranges required by manufacturer's instructions.
B. For exterior storage of fabricated products, place on sloped supports above ground. Cover
products subject to deterioration with impervious sheet covering; provide ventilation to avoid
condensation.
C. Provide off -site storage and protection when site does not permit on -site storage or protection.
D. Store loose granular materials on solid surfaces in a well - drained area; prevent mixing with foreign
matter.
E. Arrange storage to provide access for inspection. Periodically inspect to assure products are
undamaged, and are maintained under required conditions.
1.06 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any product meeting those
standards or description.
B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not specifically named.
C. Products Specified by Naming Several Manufacturers: Products of named manufacturers meeting
specifications: No options, no substitutions allowed.
D. Products Specified by Naming Only One Manufacturer: No options, no substitutions allowed.
1.07 LIMITATIONS ON SUBSTITUTIONS
A. Submit requests for substitution of products as outlined under AIA Document A701 — Instructions
to Bidders. Requests received after that time will not be considered except as specified below
under "Substitutions After Award of Contract ".
B. Substitute products shall conform with all requirements of product specified including, but not
limited to function, appearance, quality, performance, and fire and life safety and other code
111
requirements.
C. Substitutions will not be considered when indicated on shop drawings or product data submittals
without separate formal request when requested directly by subcontractor or supplier, or when
acceptance will require substantial revision of Contract Documents.
D. Substitute products shall not be ordered or installed without written acceptance. ,
E. Architect will determine acceptability of substitutions.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 2
SECTION 01600
MATERIAL AND EQUIPMENT
1.08 REQUESTS FOR SUBSTITUTIONS
A. Submit requests for substitutions under provisions of AIA Document A701 - Instructions to
Bidders.
' B. Submit separate request for each substitution. Document each request with complete data
substantiating compliance of proposed substitution with requirements of Contract Documents.
l C. Identify product by Specifications section and Article numbers. Provide manufacturer's name and
address, trade name of product, and model or catalog number. List fabricators and suppliers as
appropriate.
D. Attach product data as specified in Section 01300.
E. List similar projects using product, dates of installation, and names or Architect and Owner.
F. Give itemized comparison of proposed substitution with specified product, listing variations, and
reference to Specifications section and Article numbers.
G. Give quality and performance comparison between proposed substitution and the specified
product.
H. Give cost data comparing proposed substitution with specified product, and amount of net change
to Contract Sum.
I. List availability of maintenance services and replacement materials.
J. State effect of substitution on construction schedule, and changes required in other work or
products.
1.09 SUBSTITUTIONS REQUESTED AFTER AWARD OF CONTRACT
' A. Substitutions will normally not be considered after date listed in MA Document A701 —
Instructions to Bidders, except when required due to unforeseen circumstances. Within a period of
30 days after date of Contract, the Owner may, at his option, consider formal written requests for
' substitution of products in place of those specified when submitted in accord with the requirements
stipulated herein. To receive consideration, one or more of the following conditions must be
documented in any such request:
' 1. The substitution is required for compliance with final interpretation of Code requirements
or insurance regulations.
2. The substitution is required due to unavailability of a specified product, through no fault
of the Contractor.
3. The substitution is required because subsequent information disclosed the inability of the
specified product to perform properly or to fit in the designated space.
4. The substitution is required because it has become clearly evident, in the judgment of the
' Owner and/or Architect that substitution would be substantially in the best interest of the
Owner in terms of cost, time, or other considerations.
' B. Submit with each request all submittals required under Paragraph 1.08 "Requests for
Substitutions ".
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 3
SECTION 01600
MATERIAL AND EQUIPMENT
1
1.10 SUBSTITUTION REQUEST FORM 1
A. Requests for approval of unspecified items will be considered only if submitted on the Substitution
Request Form bound in the Project Manual (Document 00111) or a duplicate copy thereof. A
separate form shall be submitted for each item upon which approval is requested, with the
exception of groups of items (e.g., electrical fixtures, plumbing fixtures, etc.) for which and
itemized listing may be attached.
B. Requests related to Mechanical and/or Electrical Work may be submitted directly to each
respective Consulting Engineer, with duplicate copy to the Architect.
1.11 CONTRACTOR REPRESENTATION
A. Request for substitution constitutes a representation that Contractor:
1. Has investigated proposed Product and determined that it meets or exceeds the quality
level of the specified Product.
2. Will provide the same warranty for the Substitution as for the specified Product.
3. Will coordinate installation and make changes to other Work which may be required for
the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension which may subsequently become
apparent.
5. Will reimburse Owner for review or redesign services associated with re- approval by
authorities.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
1
I
i
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 4
I SECTION 01700
CONTRACT CLOSEOUT
I PART 1 GENERAL ,
1.01 SECTION INCLUDES
I A. Prerequisites to Substantial Completion.
B. Prerequisites to Contract Closeout.
I C. Reinspection Procedures.
1 D. Final Cleaning.
E. Adjusting.
I F. Project Record Documents.
G. Operation and Maintenance Data.
I H. Warranties.
I 1.02 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning.
I 1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION
III 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.
I 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.
I D. Deliver tools (purchased under this Contract for work in this Contract), spare parts, extra stocks of
materials, and similar physical items to Owner.
I E. Complete final 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.
I 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
1 inspection when requested and assured that work has been substantially completed.
H. Results of completed inspection will form initial "punch list" for final acceptance.
1
1 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
I 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 fmal 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 (fmal) changes to Contract Sum.
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, fmal
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 fmal cleaning prior to final inspection.
1
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. I
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
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,
1
2. referenced to permanent surface improvements.
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
1
END OF SECTION
a
1
1
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
1 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.
01 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
1 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.
1
07033 TIGARD HIGH SCHOOL
' Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 02072 -1
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 02072
MINOR DEMOLITION FOR REMODELING
1
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.
I
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 02072 -2
Printed 10 /10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 02072
MINOR DEMOLITION FOR REMODELING
H. Remove and promptly properly dispose of contaminated, infested, or dangerous materials
encountered.
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,
111 be cleaned up in accordance with E.P.A. requirements.
01 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
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07033 TIGARD HIGH SCHOOL
' Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 02072 -3
Pnnted 10/10/07 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
I other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTION INCLUDES
' A. Wall and Miscellaneous Sheathing.
B. Building paper. '
1.03 RELATED SECTIONS
A. Section 09260 - Gypsum Board Systems.
1.04 REFERENCES
A. ASTM C79: Standard Specification for Gypsum Sheathing Board.
1.05 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.
1.06 SUBMITTALS
t A. Submit product data under provisions of Section 01300.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Store and protect products under provisions of Section 01600.
PART 2 PRODUCTS
2.01 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 ".
1
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 06112 -1
Printed 10 /10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
1
2.02 ACCESSORIES
A. Fasteners: Electro-galvanized steel for exterior, high humidity, and treated wood locations; plain
g g tY � P
finish elsewhere; size and type to suit condition and as recommended by manufacturer.
B. Building Paper: Dupont "Tyvek Stucco wrap "; sealed with 3M 8086 Contractor Sheathing Tape.
C. Protective Membrane: Protecto Wrap Company's "Ice and Water Guard ". WR Grace and
Company's "Ice and Water Shield ".
D. Substitutions: In conformance with Section 01600.
PART 3 EXECUTION
C
3.01 SHEATHING
A. Gypsum Wall Sheathing: Apply sheathing horizontally or perpendicular to wall studs as indicated
on drawings, with ends staggered.
3.02 BUILDING PAPER
A. Provide installation of building paper over all surfaces horizontally without wrinkles or
buckles, weather lap 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 over sheathing. Weather lap all side laps a
minimum of 4- inches, and end laps a minimum of 6- inches. Temporarily secure
to substrate. ,
2. Install self adhering protective membrane at all openings, inside and outside
corners, around penetrations, and other horizontal to vertical transitions.
Weather lap material a minimum of 3- inches.
C. Where sheathing abuts concrete walls, overlap concrete at least 6 inches and tape or bed in
dampproofing.
3.03 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. ,
3.04 MINIMUM FASTENING SCHEDULE
A. 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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL • 06112 -2
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 06112
FRAMING AND SHEATHING
END OF SECTION
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 06112 -3
Pruned 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
1
' 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.
I 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).
1 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
e lements 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.
I 1.05 SUBMIT
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.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07213 -1
Printed 1 0/1 0/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07213
BATT AND BLANKET INSULATION
I
2.02 MATERIALS
A. Glass or Mineral Fiber Thermal Insulation:
1. Concealed Applications:
a. FS 1-111-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 -52IF 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 baits 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 I
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
3. Attach self locking washers
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07213 -2
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07213
BATT AND BLANKET INSULATION
4. Tape ALL penetrations
D. Trim insulation neatly to fit spaces. Use batts free of damage.
r 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
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07213 -3
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
I SECTION 07620
SHEET METAL FLASHING AND TRIM
i 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.
a
1.02 SECTIO INCLUDES
A. Roof counterflashings.
B. Miscellaneous flashings.
i C. Sheet metal fascias.
1.03 RELATED SECTIONS
,I A. Section 07900 - Joint Sealers.
1.04 REFERENCES
I
A. ASTM B32 - Solder Metal.
B. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process.
t
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.
I F. FS SS -C -153 - Cement, Bituminous, Plastic.
G. SMACNA - Architectural Sheet Metal Manual.
i 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 -
I Membrane Roofing. Sheet metal installer must pre - qualified with roofing manufacturer prior to
bid date.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07620 -1
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07620
SHEET METAL FLASHING AND TRIM
I
1.06 SUBMITTALS ,1
A. Submit shop drawings and product data under provisions of Section 01300.
B. Shop Drawings: I
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. 1
B. Manufacturer's Warranty: i
1. Provide manufacturer's standard 10 year warranty on coil coated steel sheets.
PART 2 PRODUCTS 1
2.01 MATERIALS
A. Coil Coated Steel Sheet: 1
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 IS
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.
07033 TIGARD HIGH SCHOOL S
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07620 -2
Punted 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J i
in
SECTION 07620
SHEET METAL FLASHING AND TRIM
1
B. Steel Sheets:
ii, 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.
I , 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.
it 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.
0/ D. Accessory Materials:
1. 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 -201 f, Lead Sheet, 4
I, pounds per square foot.
E. Reglets:
1 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.
1 F. Elastomeric Sealants:
1. Industry Standard: ASTM C 920, Class 25, Grade NS, Type M.
• 2. Color: As selected by Architect.
II 3. Comply with requirements in Section 07900, Joint Sealers.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07620 -3
Printed 10/10/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
I
SECTION 07620 l
SHEET METAL FLASHING AND TRIM
1
2.02 FABRICATION 11
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 in
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. ,I
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. II
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.
I 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. 1,
PART 3 EXECUTION `I
3.01 INSPECTION
A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips I:
and reglets in place, and nailing strips located.
B. Verify membrane termination and base flashings are in place, sealed, and secure. I
C. Beginning of installation means acceptance of conditions.
I
07033 TIGARD HIGH SCHOO
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07620 -4
Printed 1 0/1 0/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J i
SECTION 07620
SHEET METAL FLASHING AND TRIM
.I
3.02 INSTALLATION
I 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.
t 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.
1 B. Installation of Counterflashing.
1. Install counterflashing from wall, wall reglet, and equipment flashing to 6 inches above
roof cant. -
I 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:
I 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.
I , D. Installation of Wall Flashing:
1. Install wall flashing at door heads, window heads and sills, wall louver heads, veneer
Pt lintel angles window wall edges and where indicated on the Drawings.
2. Apply joint sealer as recommended by flashing manufacturer.
3.03 COMPLETION
I 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:
,r, 1. Clean exposed sheet metal prior to Substantial Completion.
2. Remove excess elastomeric sealant from exposed surfaces.
I C. Protection of Dissimilar Metals:
1. Provide galvanic protection in areas where dissimilar metals are adjacent to each other.
I END OF SECTION
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I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07620 -5
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
I
SECTION 07900
JOINT SEALANTS
PART 1 G ENERAL
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
1 A. Preparing sealant substrate surfaces.
B. Sealant and backing.
1 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
t 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.
I 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
1 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.
I 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.
I,
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -1
I PMUd 10/10/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
SECTION 07900 111
JOINT SEALANTS
.1
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 -1 -193 guidelines except where more stringent requirements A
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 waterproofing, 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 .1 '
and legible at time of use.
B. Store materials in accord with manufacturer's recommendations with proper precautions to ensure I
fitness of material when installed.
C. Comply with pertinent provisions of Section 01600.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -2
Prmted 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
I SECTION 07900
JOINT SEALANTS
.1 .
1.07 SUBSTRATE CONDITIONS
I .
A. General:
1. Provide joints properly dimensioned to receive the approved sealant system.
II 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.
I 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
I 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
IIII A. Acceptable manufacturer:
1. TremcoNulkem by Mameco International, Inc., Cleveland, OH 1- 800 - 321 -6412.
2. Sika
3. Precora
I B. Provide all sealants from one manufacturer to insure compatibility.
C. Compatibility:
i 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.
e. g
1 2.02 ELASTOMERIC SEALANTS '
A. Sealant Type A:
II. 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.
I c. Control and expansion joints in unit masonry.
d. Metal panel joints.
e. Joints between marble or granite.
i 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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -3
Printed 10 /10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07900 1
JOINT SEALANTS
•
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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 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: I
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.
I
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -4
Printed 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
'I 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.
I. 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
component.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -5
Printed 10/10/07 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 prefinished 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. I
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 I
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.
1
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -6
Panted 10/10/07 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 manufacturer's 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.
�I 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.
I
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -7
Pnnted 10/10/07 TIGARD - TUALATIN SCHOOL DISTRICT 23J
SECTION 07900 I
JOINT SEALANTS
I
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 r"
wetting joint surfaces.
E. Install sealants to uniform cross - sectional shapes with depths relative to joint widths that allow i
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. 1
H. "Sand" joints in masonry to match appearance of mortar joints.
I. Seal edges of wainscot(s) to door jambs. I
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. II
END OF SECTION
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL 07900 -8
Printed 10/10/07 TIGARD- TUALATIN SCHOOL DISTRICT 23J
I SECTION 08110
METAL DOORS AND FRAMES
, 1 PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
I 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.
III 1.02 SECTION INCLUDES
A. Rated and non -rated rolled steel doors, frames and relites.
I 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.
1 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.
Oil 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.
I 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.
1 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
I Hardware — Section 08700, have been received and reviewed prior to fabrication of doors and
frames.
III 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.
I B. ADAAG - Americans with Disabilities Act Accessibility Guidelines.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
1 TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -1
Printed 10 /10/07
SECTION 08110
METAL DOORS AND FRAMES
C. NFPA 80 - Fire Doors and Windows. �r
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. I
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 I
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
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
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -2
Printed 10/10/07
SECTION 08110
METAL DOORS AND FRAMES
B. Substitute Manufacturers:
1. Comply with requirements in Section 01600, Material and Equipment.
11 2.02 EXTERIOR DOOR FABRICATION
A. Fabrication of Standard Exterior Doors:
1. Industry Standard: ANSUSDI 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.
B. Fabrication of interior door frames: Knock down frames shall be allowed.
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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -3
Printed 10 /10/07
SECTION 08110
METAL DOORS AND FRAMES
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.
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 I
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. 1
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
1. Clean door, hardware, and frame surfaces prior to Substantial Completion.
.1
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD - TUALATIN SCHOOL DISTRICT 23J 08110 -4
Printed 10/10/07
•
SECTION 08110
METAL DOORS AND FRAMES
END OF SECTION
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11 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08110 -5
Pnnted 10/10/07
SECTION 08700
DOOR HARDWARE
� A
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 I
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 l
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
1.09 SUBMITTALS
A. Submit schedule, shop drawings, and product data under provisions of Section 01300. 1
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. I
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -2
Pnnted 10/10/07
1 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
I and thresholds to assure that door supplier provides the correct clearances for all door
components.
I 1.10 OPERATION AND MAINTENANCE DATA
A. Submit operation and maintenance data under provisions of Section 01700.
I B. Include data on operating hardware, lubrication requirements, and inspection procedures related to
preventative maintenance.
I 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.
I 1.12 WARRANTY
illi 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
I 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
1 2.01 ACCEPTABLE MANUFACTURERS
IA. Butts:
1. Hager.
2. Lawrence.
3. McKinney. *(MCK)
1 4. Stanley.
B. Continuous Hinges:
1. Markar *(MAR)
2. Hagar
3. McKinney
`1,
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -3
Printed 10/10/07
SECTION 08700 I
DOOR HARDWARE
.1
C. Latchset, Locksets:
1. Schlage. *(SCH)
2. Best.(BST) ,
3. Sargent. (SAR)
4. NT Falcon. (FAL)
D. Cylinders: -'
1. Exterior: .
2. Interior: i
E. Occupancy Indicators:
1. NT Falcon (FAL)
F. Surface Closers: I
1. LCN - 4040 Series.*
2. Norton - 7500 Series .in
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: ,li
1. Builders Brass Works.
2. Trimco.
3. Tice. *(TIC)
4. Quality.
5. Hagar.
J. Thresholds, Gaskets, and Weatherstripping: 1
1. National Guard.
2. Pemko. *(PEM)
3. Reese. 1
K. Astragals:
1. Pemko. *(PEM)
II
2. Reese.
3. National Guard
L. Automatic Door Bottoms: I
1. Pemko. *(PEM)
2. Reese.
3. National Guard. I
M. Overhead Stops and Holders:
07033 TIGARD HIGH SCHOOL I
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD - TUALATIN SCHOOL DISTRICT 23J 08700 -4
Printed 10/10/07
I SECTION 08700
DOOR HARDWARE
III 1. Glynn- Johnson.
2. Rixson. *(RIX)
I 3. Sargent.
4. ABH
N. Flush Bolts, Dust Proof Strikes, and Coordinators:
1. Glynn Johnson.
2. Door Controls International. *(DCI)
I O. Silencers:
1. Builders Brass Works.
2. Glynn Johnson.
3. Ives. *(IVE)
I P. Other Manufacturers:
1. Submit substitution requests prior to Bid Date.
I 2. Comply with requirements in Section 01600, Material and Equipment.
3. * Manufacturers specified in hardware schedule at end of this Section.
I — 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.
III C. All locks to have 2 -3/4 inch backset.
2.03 KEYING
I 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.
I 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
.i number all keys in accordance with Owner's instructions.
2.04 FASTENINGS
I 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
1 A. Finishes are identified in the schedule at the end of this section.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
I 4 Printed 10/10/07 TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -5
SECTION 08700
DOOR HARDWARE
11,
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. I
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. I
3.03 HARDWARE SCHEDULE
A. Required Door Hardware:
1. Furnish the following hardware groups for each door as required for a complete
installation.
2. Include items listed and required for a complete installation regardless of omissions or
conflicts in Contract Documents.
END OF SECTION
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 08700 -6
Printed 10/16/07
SECTION 09260
GYPSUM BOARD SYSTEMS
I PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
I
other Division 1 - General Requirements sections, apply to the work specified in this Section.
1.02 SECTIO INCLUDES
I A. Gypsum board.
B. Taped and sanded joint treatment.
1 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.
I C. Section 07213 - Batt and Blanket Insulation: Thermal and sound insulation.
III D. Section 07900 — Joint Sealants: Sealants used in conjunction sealing joints of dissimilar materials.
E. Section 09900 - Painting: Surface finish.
I 1.05 REFERENCES
A. ASTM C475 - Joint Treatment Materials for Gypsum Wallboard Construction.
I B. ASTM C514 - Nails for the Application of Gypsum Wallboard.
C. ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring
I Channels for Screw Application of Gypsum Board.
D. ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsum Wallboard,
,I Backing Board, or Water Resistant Backing Board.
E. ASTM C1396 — Standard Specification for Gypsum Board.
I F. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board.
G. Gypsum Construction Handbook - Current Edition: by United States Gypsum Company.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
I TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -1
Printed 10/10/07
SECTION 09260
GYPSUM BOARD SYSTEMS
1.06 QUALITY ASSURANCE
A. Applicator: Company specializing in gypsum board systems work approved by manufacturer. I
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. I
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: ANSUASTM C36; 1/2 inch thick.
B. Fire Rated Gypsum Board: ANSUASTM 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: ANSUASTM 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. I
D. Exterior Soffit Board: ANSUASTM 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. I
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -2
Printed 10/10/07
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:
I 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.
1 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 finish. 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.
a 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.
I 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.
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -3
Printed 10/10/07
SECTION 09260 1
GYPSUM BOARD SYSTEMS
I
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): .11
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
III
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 ends and edges occurring over
firm bearing. I
D. Use screws when fastening gypsum board to metal framing.
E. Double Layer Applications: Secure second layer to first with fasteners.
I II
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. I
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 i
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 I
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 I
Section 07900 — Joint Sealants.
07033 TIGARD HIGH SCHOOL II
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -4
Printed 10/10/07
SECTION 09260
GYPSUM BOARD SYSTEMS
I
3.03 JOINT TREATMENT (At Locations Scheduled to Receive Paint Finish)
A. Provide levels of gypsum board fmish 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 fmish
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
I
3. tool marks and ridges.
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
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09260 -5
Printed 10/10/07
' SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS
I PART 1 GENERAL
I 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 SECTIO INCLUDES
I A. Non -rated suspended metal grid ceiling system.
B. Acoustical ceiling tiles.
1 C. Pyramidal Ceiling Diffusers.
1.03 RELATED SECTIONS
I A. Section 09001 — Interior Finish Legend.
B. Section 09260 - Gypsum Board Systems.
C. Division 15 - Grilles, Registers and Diffusers: Air diffusion devices in ceiling system.
I D. Division 16 - Interior Lighting Fixtures: Light fixtures in ceiling system.
Oil
1.04 REFERENCES
A. ASTM C423 - Standard Test Method of Sound Absorption Coefficients by the Reverberation
Room Method.
I B. ASTM E90 - Standard Method of Laboratory Measurement of Airborne Sound Transmission Loss
of Building Partitions.
C. ASTM E413 - Classification for Determination of Sound Transmission Class.
ASTM E795 - Standard Practices for Mounting Test Specimens During Sound Absorption Tests.
I D.
E. ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay -in Panel Ceilings.
-I F. ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -in
Panels.
1.05 QUALITY ASSURANCE .
I A. Manufacturer: Company specializing in manufacture of ceiling suspension system and ceiling tile
with three years minimum-experience.
I B. Installer: Company with three years minimum experience and approved by manufacturer.
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i 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
I TIGARD — TUALATIN SCHOOL DISTRICT 23J 09511 -1
Panted 10ti22007
SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS
1
1.06 REGULATORY REQUIREMENTS
• A. Conform to 1997 Uniform Building Code Standards with Oregon Amendments and seismic zone 3
requirements for lateral bracing.
1.07 SUBMITTALS 1
A. Submit product data under provisions of Section 01300. ,
B. Provide product data on metal grid system components and acoustic units.
C. Submit samples under provisions of Section 01300. 1
D. Submit one sample 12x12 inch in size, illustrating material and finish of acoustic units.
E. Submit one sample each, 24 inches long, of suspension system main runner, cross runner and edge ,
trim.
F. Submit manufacturer's installation instructions under provisions of Section 01300.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Maintain uniform temperature of minimum 60 degrees F, and humidity of 20 to 40 percent prior to,
during, and after installation.
1.09 SEQUENCING /SCHEDULING . 11111
A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust
generating activities have terminated, and overhead work is completed, tested, and approved. I
B. Schedule installation of acoustic units after interior wet work is dry.
1.10 EXTRA STOCK ,
A. Provide extra quantity of acoustic units equal to 5 percent of total installed for each type of job.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM I
A. Donn Products Inc.
B. Chicago Metallic Corp.
C. Armstrong Contract Interiors. I
D. - Celotex.
E. Substitutions: Under provisions of Section 01600.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09511 -2
Printed 10/12/2007
I SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS .
I
2.02 SUSPENSION SYSTEM MATERIALS
I A. Grid: ASTM C635, intermediate non -rated assembly exposed T; components die cut and
interlocking.
I B. Accessories: Stabilizer bars, clips, splices, edge moldings and holddown clips required for
suspended grid system. .
I C. Grid Materials and Finish: Commercial quality cold rolled steel with galvanized coating. Color:
White.
I D. Face Dimension: Provide 15/16 inch wide grid similar to "DX" by Donn Products, Inc.
E. Support Channels and Hangers: Galvanized steel; size and type to suit application, to rigidly
secure acoustic ceiling system including integral mechanical and electrical components with
I maximum deflection of 1/360. Conform to applicable code requirements for lateral bracing of grid
and light fixtures.
2.03 MANUFACTURERS - ACOUSTIC UNITS
I A. Armstrong Contract Interiors.
B. USG Corporation.
Oil C. Celotex
D. Substitutions: Conform to Section 01600.
2.04 ACOUSTIC UNIT MATERIALS -
A. Acoustical Panels, Non - Rated, (ACT -1):
1. Size: 24 x 48 inches.
2. Thickness: 5/8 inch.
3. Composition: Mineral fiber.
I 4. Light Reflectance: LR -1.
5. NRC Range: 0.55 to 0.65.
6. STC Range: 35 to 39.
I 7. Fire Hazard Classification: 0 -25 Flame spread rating.
8. Edge: Square.
9. Surface Color: White.
10. Pattern: "Radar No. 2310" by USG, "Cortega" #769 by Armstrong, "Boroque"# BET
I 197 by Celotex.
11.
B. Substitutions, prior to bid date and under provisions of Section 01640.
I
2.05 MANUFACTURED UNITS
I A. Diffuser Type E -150.
i 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
I TIGARD — TUALATIN SCHOOL DISTRICT 23J 09511 -3
Panted 10/12/2007
SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS
B. Diffuser Panels: Manufacturer's standard construction of fiberglass reinforced molded
resin panels.
C. Finishes: Manufacturer's standard white gel -coat, "lemon- peel" texture.
PART 3 EXECUTION ,
•
3.01 INSPECTION
A. Verify that existing conditions are ready to receive work. ,
B. Verify that layout of hangers will not interfere with other work.
C. Beginning of installation means acceptance of existing conditions.
3.02 INSTALLATION I
A. Install system in accordance with ASTM C636 and as supplemented in this Section.
B. Install system capable of supporting imposed loads to a deflection of 1/360 maximum. I
C. Install after major above ceiling work is complete. Coordinate the location of hangers with other
work. I
D. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members
are spliced, avoid visible displacement of face plane of adjacent members.
E. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest
affected hangers and related carrying channels to span the extra distance.
F. Locate system on room axis according to reflected plan.
G. Do not support components on main runners or cross runners if weight causes total dead load to
exceed deflection capability. Support fixture loads by supplementary hangers located where
required.
H. Do not eccentrically load system, or produce rotation of runners. -'
I. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths.
Miter corners. Provide edge moldings at junctions with other interruptions.
J. Laterally brace entire suspension system per seismic requirements of the UBC.
K. Fit acoustic units and acoustic panels in place, free from damaged edges or other defects
detrimental to appearance and function.
L. Install acoustic units level and acoustic panels, in uniform plane, and free from damage, twist, I
warp and dents.
3.03 TOLERANCES
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09511 -4
•
Pnnted 10/12/2007
SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS
' A. Variation from Flat and Level Surface: 1/8 inch in 10 ft.
END OF SECTION
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09511 -5
Printed 10/12/2007
I SECTION 09650
RESILIENT FLOORING
I PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
I 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.
I 1.02 SECTION INCLUDES
A. Resilient Base.
I B. Resilient Vinyl Composition Tile Flooring.
C. Sheet vinyl flooring.
D. Accessories.
1.03 RELATED SECTIONS
A. Section 01400 — Quality Control: Testing of slabs for content of moisture and alkalinity.
I B. Section 03201 - Reinforcing and Concrete: Floor Substrate.
C. Section 09001- Finish Legend
I D. Section 09311 - Ceramic Floor Tile: Transitions between materials.
10 c
E. Section 09605 — Concrete Floor Vapor Emission Sealer: Preparation of concrete slab prior to
installation of Resilient Flooring.
F. Section 09680 - Carpeting: Transitions between materials.
G. Section 14245 Hydraulic Elevators — Passenger: Provide Vinyl Composition Tile in Cab.
I 1.04 REFERENCES
A. ASTM E84 - Surface Burning Characteristics of Building Materials.
I 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.
I D. FS SS -W -40 - Wall Base: Rubber.
I E. Meet Requirements of Resilient Floor Covering Institute.
1.05 SUBMITTALS
I A. Submit under provisions of Section 01300.
B. Samples:
I1. 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.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09650 -1
Pnnted 10/10/07
SECTION 09650
RESILIENT FLOORING •
C. 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. ,
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 I
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. 1
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. 1
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07033 TIGARD HIGH SCHOOL 1
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09650 -2
Printed 10/10/07
SECTION 09650
RESILIENT FLOORING
•
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: Refer to Section 09001 — Interior Finish Legend.
2.02 BASE
A. Manufacturers:
I 1.
2. "Wallflowers" by Flexco Company.
"Pinnacle SBR" by Roppe.
3. "RubberMyte" by Burke/Mercer Products Co., Inc.
4. "Color Integrated Wall Base" by Armstrong.
5. Substitutions: Under provisions of Section 01600.
B. Rubber Base Materials: ASTM F1861 — Type TS, Thermoset Vulcanized Rubber; continuous, 4
inch high; 1/8 inch thick; top set coved. Provide factory molded corners.
C. Color: Refer to Section 09001 — Interior Finish Legend.
2.03 SHEET VINYL, (SV)
A. Manufacturers:
1. "Fine Fields" by Mannington.
2. Comparable products by the following Manufacturer's — must match color selected.
a) Armstrong World Industries.
' 3. Substitutions: Under provisions of Section 01600. Substitutions only to be accepted
pending approval of submitted color line.
' B. Materials - Sheet Vinyl: FS L- F-475, Type II; total thickness of 0.080 to 0.085 inches.
C. Color: Refer to Section 09001 — Interior Finish Legend.
2.04 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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09650 -3
Printed 10/10/07
SECTION 09650
RESILIENT FLOORING
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.
D. Cove Base:
1. Integral Cove backing strip: As recommended by Manufacturer.
2. Edge Strip: Extruded Aluminum.
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. I
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. I
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.
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. 1
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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09650 -4
Printed 10/10/07
•
SECTION 09650
RESILIENT FLOORING
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 — SHEET VINYL
A. Install over substrate as recommended by floor covering manufacturer.
B. Use only adhesive and seam sealer which are warranted by the manufacturer.
' C. Place sheets abutted tightly to vertical surfaces, thresholds, nosings and edgings. Scribe as
necessary around obstructions and to produce neat joints, laid tight, even and in straight, parallel
lines. Extend flooring into toe spaces, door reveals, and into closet and similar openings.
D. Rout seams and heat weld joints of slip resistant sheet vinyl together with coordinated colored
compound in accordance with resilient flooring manufacturer's recommendations.
E. Install edge strips at unprotected or exposed edges and where flooring terminates.
3.05 INSTALLATION - BASE
A. Determine base types from Section 09000 Interior Finish Legend, and scheduled locations from
Interior Elevation Drawings.
01 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. .
3.06 INSTALLATION - COVE BASE MATERIAL
A. Cove up to form 6" high base where scheduled. Form base integrally with floor over cove backing
strip, and with metal trim at top. Cement base to cove strip and wall.
B. Install edge strips at unprotected or exposed edges and where flooring terminates.
3.07 PROTECTION
A. Prohibit traffic on floor finish for 48 hours after installation.
3.08 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
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE - INTERIOR REMODEL
' TIGARD — TUALATIN SCHOOL DISTRICT 23J 09650 -5
Printed [0/10/07
' SECTION 09900
PAINTING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and other Conditions and
D ivision 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 finishes.
B. Coatings must comply with Oregon State Department of Environmental Quality "VOC Area
Source" Rules.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
' TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -1
Prmted 10/10/07
SECTION 09900
PAINTING
1.0 8 SUBMITTALS
A. Submit product data under provisions of Section 01300.
1
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
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.
1
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 111
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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -2
Printed 10/10/07
' SECTION 09900
PAINTING
111 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
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -3
Printed 10/10/07
SECTION 09900
PAINTING
1
H. Parker Paint
I. Substitutions: Under provisions of Section 01600.
I
2.03 ACCEPTABLE MANUFACTURERS — INDUSTRIAL GRADE COATINGS
A. Tnemec I
B. Amneron '
C. Carboline
D. ICI / DeVoe Coatings I
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.
1
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:
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -4
Printed 10/10/07
I SECTION 09900
PAINTING
1. Gypsum Wallboard: 12 percent.
2. Interior Located Wood: 15 percent, measure in accordance with ASTM D2016.
I 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.
I 4. Materials having complete factory finish, such as electrical switchplates, lighting fixtures,
finish hardware, and the like.
I B. All other surfaces are to be finished except as listed above or otherwise scheduled or noted.
3.03 PREPARATION %
I 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.
I 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
IIII 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
I finishing.
D. Correct minor defects and clean surfaces which affect work of this Section.
I E. Shellac and seal marks which may bleed through surface finishes.
Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair.
I F.
G. Galvanized Surfaces: Prepare in accordance with SSPC -SP1 Solvent cleaning.
I H. Impervious Surfaces: Remove mildew by scrubbing with solution of tri- sodium phosphate and
bleach. Rinse with clean water and allow surface to dry.
' 1. 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
I 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.
I K. Uncoated Steel and Iron Surfaces: Prepare in accordance with SSPC -SP3 Power tool cleaning.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
I TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -5
Printed 10/10/07
SECTION 09900
PAINTING
1
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-
SP 1 Solvent Cleaning. Prime bare steel surfaces. 1
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. „ 1
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.
1
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.
1
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.
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
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Punted 10/10/07
I SECTION 09900
PAINTING
I
F. Allow applied coat to dry before next coat is applied.
I G. Prime back surfaces and edges of interior woodwork with primer paint according to type of
scheduled finish.
I 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.
I 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.
I B. Paint shop primed equipment.
I 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.
IIII 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
I behind louvers, grilles, and convector and heating cabinets to match face panels.
G. Paint exposed conduit and electrical equipment occurring in finished areas.
I 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.
I 3.09 CLEANING
A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered.
I B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment,
surplus materials, and debris.
I C. Collect waste, cloths, and material which may constitute a fire hazard, place in closed metal
containers and remove daily from site.
I
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
I TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -7
Printed 10/10/07
SECTION 09900 1
PAINTING
3.10 SCHEDULE - EXTERIOR SURFACES
I
A. Steel Shop Primed - All New Hollow Metal Frames, Misc. Steel, and downspouts etc: f '
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:
I 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. I
C. Steel - Shop Primed - All New Hollow Metal Frames, Misc. Steel, and downspouts etc:
1. First Coat: Epoxy Bonding Sealer Benjamin Moore M35. I
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 ".
I
2. Two Coats exterior 100 percent Acrylic Latex Paint.
G. Wood (Exterior plywood decking at handicap ramps) - painted:
I
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 fmish):
1. Two coats (2) satin fmish marine grade varnish.
3.11 SCHEDULE - INTERIOR SURFACES I
A. Steel- Shop Primed
I
1. Touch up with original primer.
2. Two coats alkyd enamel semi - gloss.
3. Minimum dry thickness: 4.1 mils total.
07033 TIGARD HIGH SCHOOL I
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD - TUALATIN SCHOOL DISTRICT 23J 09900 -8
I
erred 10/10/07
SECTION 09900
PAINTING
II B. Concrete Masonry Walls Semi - gloss:
1. Filler Coat: Latex Block Filler.
I 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.
I 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.
I E. Gypsum Board: Paint
1. One coat polyvinyl- acetate primer sealer.
2. Two coats interior latex enamel semi - gloss, apply final coat with roller.
I 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
III 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.
I G. Wood - Painted
1. One coat alkyd primer sealer.
2. ' Filler compound as needed.
3. Fine sand to provide clean, smooth base.
I
4. Two coats alkyd enamel, semi - gloss.
H. Wood; stained (includes wood doors), Catalyzed Lacquer (CL):
I 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.
I 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
I percent solids by volume minimum; semi -gloss finish.
I. 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.
I 3. Two (2) coats clear modified alkyd nitrocellulose high solids catalyzed lacquer, 20
percent solid by volume minimum; semi -gloss finish.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
I TIGARD - TUALATIN SCHOOL DISTRICT 23J 09900 -9
Pnn[ed 10/10/07
SECTION 09900
PAINTING
1
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 finish, 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..
07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -10
Printed 10/10/07
I SECTION 09900
PAINTING
, ' Q. Particleboard - Stained.
1. Sand with 120 grit stearated paper.
I 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.
I 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.
I 7. One coat Sherwin Williams Kern-Var Conversion Varnish - catalyze 3 percent with
V66V21, thin 33 percent with Xylene.
I 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 finish R add the following to the concrete sealer.
I a. Provide sample of sand finish 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.
I 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 finish, except when sand is added.
I S. Concrete Floors (Sealer - Clear)
01 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.
1
2. 2 coats alkyd - flat.
V. Wood: Transparent ( Misc Exposed woodwork, exposed laminated beams, web joists, pressboard
I (short nap roller applied), etc.)
1. One (1) coat Benwood Stays Clear Acrylic Polyurethane #423.
2. Sand with 220 grit stearated paper.
I 3. Two (2) coats Benwood Stays Clear Acrylic Polyurethane #423; semi -gloss finish.
W. Exposed Stained Particleboard: Gresham ES)
Fine sand to provide clean smooth base.
I 1.
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.
I 4. Two (2) coats Sherwood Kern 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.
I 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.
I 07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD - TUALATIN SCHOOL DISTRICT 23J 09900 -11
I Prmted 10/10/07
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 Diveisiey. Available through AmSan — West 503 -288-
5051.
END OF SECTION
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07033 TIGARD HIGH SCHOOL
Oct 07 HEALTH PORTABLE -- INTERIOR REMODEL
TIGARD — TUALATIN SCHOOL DISTRICT 23J 09900 -12
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