Report (39) RCEV ED
Permit Set MAY •- 8 2012
CITY( F TIGARD
P;I.IILDINC:i Irl\ ISIS}*x
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PROJECT MANUAL
JOB NO. 535-2700-1201-0101
LDS TIGARD SEMINARY
2012 RE-ROOF AND PARTIAL VOLUNTARY SEISMIC UPGRADE
TIGARD, OREGON
16055 SW 92ND AVENUE
TIGARD, OREGON
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OFFICE COPY
May 4th 2012 1 L ikki
Pi-- IJOHN A. STARK • 1 •
ARCHITECT
PO BOX 23215 PORTLAND, OR 1
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503.544.6840 - PHONE * •
503.213.6181 - FAX • ' OREGON
jsbellaopus@msn.com
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SPECIFICATIONS GROUP
IGENERAL REQUIREMENTS SUBGROUP
ID I Vt S I 0 N 01: GENERAL REQUIREMENTS
011000 SUMMARY
01 1200 MULTIPLE CONTRACT SUMMARY
II 01 1400 WORK RESTRICTIONS
01 3000 ADMINISTRATIVE REQUIREMENTS
01 3100 PROJECT MANAGEMENT AND COORDINATION
01 3300 SUBMITTAL PROCEDURES
101 4000 QUALITY REQUIREMENTS
01 4301 QUALITY ASSURANCE-QUALIFICATIONS
01 4523 TESTING AND INSPECTING SERVICES
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 6100 PRODUCT REQUIREMENTS
I01 6200 PRODUCT OPTIONS
01 6400 OWNER-FURNISHED PRODUCTS
01 6600 DELIVERY,STORAGE,AND HANDLING REQUIREMENTS
01 7000 EXECUTION REQUIREMENTS
I 01 7400 CLEANING AND WASTE MANAGEMENT
01 7800 CLOSEOUT SUBMITTALS
IFACILITY CONSTRUCTION SUBGROUP
DIVISION 06: WOOD, PLASTICS, AND COMPOSITES
4 060000 WOOD, PLASTICS, AND COMPOSITES
1 061000 ROUGH CARPENTRY
I 06 1011 WOOD FASTENINGS
06 1100 WOOD FRAMING
06 1636 WOOD PANEL PRODUCT SHEATHING
1 DIVISION 07: THERMAL AND MOISTURE O STURE PROTECTION
II072000 THERMAL PROTECTION
07 2116 BLANKET INSULATION
07 2719 PLASTIC SHEET AIR BARRIERS
' 073000 STEEP SLOPE ROOFING
07 3113 ASPHALT SHINGLES
II07 5113 BUILT-UP ASPHALT ROOFING
07 4000 ROOFING AND SIDING PANELS
II07 4623 WooD SIDING
076000 FLASHING AND SHEET METAL
I
076310 STEEP SLOPE ROOF FLASHING-ASPHALT TILE
ITable of Contents - 1 - 07 0000
I
077000 ROOF AND WALL SPECIALTIES AND ACCESSORIES
07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS
07 7226 ROOF VENTS
079000 JOINT PROTECTION '
07 9213 ELASTOMERIC JOINT SEALANTS
DIVISION 09: FINISHES
090000 FINISHES
092000 PLASTER AND GYPSUM BOARD
09 2900 GYPSUM BOARD
099000 PAINTS AND COATINGS
09 9001 COMMON PAINTING AND COATING REQUIREMENTS
09 9115 EXTERIOR PAINTED WOOD
09 9123 INTERIOR PAINTED GYPSUM BOARD,PLASTER
09 9413 INTERIOR TEXTURED FINISHING
DIVISION 22: PLUMBING
223000 PLUMBING EQUIPMENT
22 3430 RESIDENTIAL GAS DOMESTIC WATER HEATERS
DIVISION 23: HEATING, VENTILATING, AND
111
AIR - CONDITIONING
231000 FACILITY FUEL SYSTEMS
23 1123 FACILITY NATURAL GAS PIPING
END OF TABLE OF CONTENTS
1
Table of Contents -2- 07 0000
1 535-2700-1201-0101 May 4th, 2012 Tigard Seminary
DIVISION 01
' MAINTENANCE PROJECT
GENERAL REQUIREMENTS
01 1000 SUMMARY
01 1200 MULTIPLE CONTRACT SUMMARY
' 01 1400 WORK RESTRICTIONS
01 3000 ADMINISTRATIVE REQUIREMENTS
01 3100 PROJECT MANAGEMENT AND COORDINATION
01 3300 SUBMITTAL PROCEDURES
01 4000 QUALITY REQUIREMENTS
01 4301 QUALITY ASSURANCE—QUALIFICATIONS
01 4523 TESTING AND INSPECTING SERVICES
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 6100 PRODUCT REQUIREMENTS
01 6200 PRODUCT OPTIONS
01 6400 OWNER-FURNISHED PRODUCTS
01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
01 7000 EXECUTION REQUIREMENTS
01 7400 CLEANING AND WASTE MANAGEMENT
01 7800 CLOSEOUT SUBMITTALS
SECTION 01 1000 SUMMARY
A. Provisions contained in Division 01 apply to all other sections and divisions of Specifications. All instructions
contained in Specifications are directed to Contractor. Unless specifically provided otherwise, all obligations
set forth in Specifications are obligations of Contractor.
B. Comply with applicable laws and regulations.
C. Owner may provide furnishings and/or equipment for Project. Contractor will receive, store, and protect such
items on site until the date Owner accepts Project.
D. Work by Owner: Owner will furnish and install some portions of the Work with its own forces. Complete the
Work necessary to accommodate the Work to be performed by Owner before scheduled date for performance
of such Work.
SECTION 01 1200 MULTIPLE CONTRACT SUMMARY
A. Separate contracts may be issued by Owner for performance of certain construction operations at Project
site. Contractor will afford other contractors reasonable opportunity to place and store their materials and
' equipment on site and to perform their work and will properly connect and coordinate its work with theirs
where applicable.
SECTION 01 1400 WORK RESTRICTIONS
A. During construction period, Contractor will have use of premises for construction operations. Contractor will
ensure that Contractor, its employees, subcontractors, and employees comply with following requirements:
1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site
beyond Contract limits.
2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project Site.
3. Do not allow use of tobacco in any form on Project Site.
4. Do not allow pornographic or other indecent materials on site.
5. Do not allow work on Project Site on Sundays except for emergency work.
6. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing
The Work.
7. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious
clothing, while on Project Site.
111 General Requirements - 1 - Division 01
535-2700-1201-0101 May 4th, 2012 Tigard Seminary I
8. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music
within existing facilities.
9. Do not build fires on Project Site.
10. Do not allow weapons on Project Site, except those carried by law enforcement officers and/or other
uniformed security personnel who have been retained by Owner or Contractor to provide security
services.
B. Existing Facilities:
1. If Owner will occupy existing building, reasonably accommodate use of existing facilities by Owner.
SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS
A. Coordinate construction activities to ensure efficient and orderly installation of each part of the Work.
Coordinate construction operations that are dependent upon each other for proper installation, connection,
and operation. Coordinate construction activities to ensure that operations are carried out with consideration
given to conservation of energy, water, and materials.
SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION
A. Multiple Contract Coordination:
1. Contractor shall be responsible for coordination of Temporary Facilities and Controls, Construction Waste
Management and Disposal services, and Final Cleaning for entire Project unless directed otherwise by
Owner's Representative for those who perform work on Project from Notice to Proceed to date of
Substantial Completion.
B. Preconstruction Conference:
1. Attend preconstruction conference and organizational meeting scheduled by Architect or Owner
Representative at Project site or other convenient location.
2. Be prepared to discuss items of significance that could affect progress, including such topics as:
a. Construction schedule, equipment deliveries, general inspection of tests, preparation of record
documents and O&M manuals,anuals, project cleanup, security, shop drawings, samples, use of premises,
work restrictions, and working hours.
SECTION 01 3300 SUBMITTAL PROCEDURES I
A. Coordination preparation and processing of submittals with performance of construction activities. Transmit
each submittal sufficiently before performance of related construction activities to avoid delay.
B. Allow sufficient review time so installation will not be delayed by time required to process submittals.
C. Place permanent label or title block on each submittal for identification. Include name of entity that prepared111
each submittal on label or title block.
D. Package each submittal appropriately for transmittal and handling. I
SECTION 01 4000 QUALITY REQUIREMENTS
A. Testing and inspecting services are used to verify compliance with requirements specified or indicated.
These services do not relieve Contractor of responsibility for compliance with Contract Document
requirements.
B. Conflicting Requirements: If compliance with two or more standards is specified and standards establish I
different or conflicting requirements for minimum quantities or quality levels, comply with most stringent
requirement.
C. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be the minimum
provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it
may exceed minimum within reasonable limits.
General Requirements -2 - Division 01
' 535-2700-1201-0101 May 4th, 2012 Tigard Seminary
D. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the
Work to verify compliance and guard against defects and deficiencies and substantiate that proposed
construction will comply with requirements.
E. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of
the Work to evaluate that actual products incorporated into the Work and completed construction comply with
requirements performed by Contractor. They do not include inspections, tests or related actions performed by
Architect or Owner Representative, governing authorities or independent agencies hired by Owner or
Architect.
1. Where services are indicated as Contractor's responsibility, engage qualified Testing Agency to perform
these quality control services.
' a. Contractor will not employ same testing entity engaged by Owner, without Owner's written approval.
F. Notify Owner immediately if asbestos-containing materials or other hazardous materials are encountered
while performing the Work.
G. Submit to Owner permits, licenses, certifications, inspection reports, releases, jurisdictional settlements,
notices, receipts for fee payments, judgments, and similar documents, correspondence, and records
establishing compliance with standards and regulations bearing upon performance of the Work.
H. Repair And Protection:
1. On completion of testing, inspecting, sample taking, and similar services, repair damaged construction
and restore substrates and finishes.
2. Protect construction exposed by or for Quality Assurance and Quality Control activities.
3. Repair and protection are Contractor's responsibility, regardless of assignment of responsibility for Quality
Assurance and Quality Control Services.
SECTION 01 4301 QUALITY ASSURANCE - QUALIFICATIONS
A. Qualifications: Qualifications in this Section establish minimum qualification levels required; individual
Specification Sections specify additional requirements:
1. Fabricator/Supplier/ Installer Qualifications.
a. Firm experienced in producing products similar to those indicated for this Project and with record of
successful in-service performance, as well as sufficient production capacity to produce required units:
1) Where heading 1/MR (Value Managed Relationship) Suppliers/Installers' is used to identify list
of specified suppliers or installers, Owner has established relationships that extend beyond
requirements of this Project. No other suppliers/ installers will be acceptable. Follow specified
procedures to preserve relationships between Owner and specified suppliers/installers and
advantages that accrue to Owner from those relationships.
2) Where heading 'Acceptable or Approved Suppliers/Installers/Fabricators' is used to identify list
of specified suppliers/ installers/fabricators, use only one of listed suppliers/installers/
fabricators. No others will be acceptable.
2. Factory-Authorized Service Representative Qualifications:
a. Authorized representative of manufacturer who is trained and approved by manufacturer to inspect
installation of manufacturer's products that are similar in material, design, and extent to those
indicated for this Project.
3. Installer Qualifications:
a. Firm or individual experienced in installing, erecting, or assembling work similar in material, design,
and extent to that indicated for this Project, whose work has resulted in construction with record of
successful in-service performance.
' 4. Manufacturer Qualifications:
a. Firm experienced in manufacturing products or systems similar to those indicated for this Project and
with record of successful in-service performance, as well as sufficient production capacity to produce
required units.
5. Manufacturer's Field Services Qualifications:
a. Experienced authorized representative of manufacturer to inspect field-assembled components and
equipment installation, including service connections.
6. Professional Engineer Qualifications:
a. Professional engineer who is legally qualified to practice in jurisdiction where Project is located and
who is experienced in providing engineering services of kind indicated. Engineering services are
General Requirements - 3 - Division 01
535-2700-1201-0101 May 4th, 2012 Tigard Seminary I
defined as those performed for installations of system, assembly, or products that are similar to those
indicated for this Project in material, design, and extent.
7. Specialists:
a. Certain sections of Specifications require that specific construction activities will be performed by
entities who are recognized experts in those operations. Specialists will satisfy qualification
requirements indicated and will be engaged for activities indicated. Requirement for special will not
supersede building codes and regulations governing the Work.
8. Testing Agency Qualifications:
a. Independent Testing Agency with experience and capability to conduct testing and inspecting
indicated, as documented according to ASTM E329; and with additional qualifications specified in
individual Sections; and where required by authorities having jurisdiction, that is acceptable to
authorities.
b. Testing Laboratory:
1) AASHTO Materials Reference Laboratory (AMRL) Accreditation Program.
2) Cement and Concrete Reference Laboratory (CCRL).
3) Nationally Recognized Testing Laboratory (NRTL): Nationally recognized testing laboratory
according to 29 CFR 1910.7.
4) National Voluntary Laboratory (NVLAP): Testing Agency accredited according to National
Institute of Standards and Technology (NIST)Technology Administration, U. S. Department of
Commerce Accreditation Program. I
SECTION 01 4523 TESTING AND INSPECTION SERVICES
A. Submittals: '
1. Certificates: Testing Agency will submit certified written report of each inspection, test, or similar service.
2. Tests and Evaluation Reports:
a. Testing Agency or Agencies will prepare logs, test reports, and certificates applicable to specific tests
and inspections and deliver copies to Owner's Representative and to each of following if involved on
project: Architect, Consulting Engineers (Engineer of Record), General Contractor, Authorities
Having Jurisdiction (if required).
3. Testing Agency:
a. Qualifications of Testing Agency management, personnel, inspector and technicians designated to
project.
b. Provide procedures for non-destructive testing, equipment calibration records, personnel training
records, welding inspection, bolting inspection, shear connector stud inspection, and seismic
connection inspections.
B. Quality Assurance: I
1. Owner or Owner's designated representative(s)will perform quality assurance. Owner's quality
assurance procedures may include observations, inspections, testing, verification, monitoring and any
other procedures deemed necessary by Owner to verify compliance with Contract Documents.
2. Owner will employ independent Testing Agencies to perform certain specified testing, as Owner deems
necessary. Owner's employment of an independent Testing Agency does not relieve Contractor of
Contractor's obligation to perform the Work in strict accordance with requirements of Contract
Documents.
3. Certification:
a. Product producers and associations, which have instituted approved systems of quality control and
which have been approved by document approval agencies, are not required to have further testing.
b. Concrete mixing plants, plants producing fabricated concrete and wood or plywood products certified
by agency, lumber, plywood grade marked by approved associates, and materials or equipment
bearing underwriters' laboratory labels require no further testing and inspection.
4. Written Practice for Quality Assurance:
a. Testing Agency will maintain written practice for selection and administration of inspection personnel,
describing training, experience, and examination requirements for qualification and certification of
inspection personnel.
b. Written practice will describe testing agency procedures for determining acceptability of structure in
accordance with applicable codes, standards, and specifications.
c. Written practice will describe Testing Agency inspection procedures, including general inspection,
material controls, visual welding inspection, and bolting inspection.
General Requirements -4 - Division 01
1 535-2700-1201-0101 May 4th, 2012 Tigard Seminary
C. Quality Control:
1. Quality Control will be sole responsibility of Contractor. Contractor will be responsible for testing,
coordination, start-up, operational checkout, and commissioning of all items of the Work included in
Project. All costs for these services will be included in Contractor's cost of the Work:
a. Notify results of all Testing and Inspection performed by Contractor's independent Testing Agencies
to Architect and/or Owner's Representative within 24 hours of test or inspection having been
performed.
b. Testing Laboratory:
1) Testing and Inspection Reports will be distributed as follows:
a) 1 copy to Owner's Representative.
b) 1 copy to Architect.
c) 1 copy to Consulting Engineer(s) (Engineer of Record).
d) 1 copy to Authorities Having Jurisdiction (if required).
D. Tests And Inspections- General:
' 1. Testing specifically identified to be conducted by Owner, will be performed by an independent entity and
will be arranged and paid for by Owner.
2. Individual Sections in Division 01 through Division 50 indicate if Owner will provide testing and inspection
of the Work of that Section.
3. Owner may engage additional consultants for testing, air balancing, commissioning, or other special
services. Activities of any such Owner consultants are in addition to Contractor testing of materials or
systems necessary to prove that performance is in compliance with Contract requirements. Contractor
must cooperate with persons and firms engaged in these activities.
4. Tests include but not limited to those described in detail in 'Field Quality Control' in Part 3 of Individual
Sections in Divisions 01 through Division 50.
5. Taking Specimens:
a. Only testing laboratory shall secure, handle, transport, or store any samples and specimens for
testing
6. Scheduling Testing Agency:
1111 a. Contractor will coordinate the Work and facilitate timeliness of such testing and inspecting services so
as not to delay the Work:
b. Contractor will notify Testing Agency and Architect or Owner Representative to schedule tests and/
or inspections:
1 1) Architect will notify Owner's Representative before each test and/or inspection.
E. Architect's Responsibility:
1. Architect Duties:
a. Notify Owner's Representative before each test and/or inspection.
F. Contractor's Responsibility:
1. Owner's employment of an independent Testing Agency does not relieve Contractor of Contractor's
obligation to perform the Work in strict accordance with requirements of Contract Documents.
2. Tests and inspections that are not explicitly assigned to Owner are responsibility of Contractor.
3. Cooperate with Testing Agency(s) performing required inspections, tests, and similar services and
provide reasonable auxiliary services as requested. Notify Testing Agency before operations to allow
assignment of personnel. Auxiliary services required include but are not limited to:
a. Providing access to the Work and furnishing incidental labor, equipment, and facilities deemed
necessary by Testing Agency to facilitate inspections and tests at no additional cost to Owner.
b. Taking adequate quantities of representative samples of materials that require testing or helping
Testing Agency in taking samples.
c. Providing facilities for storage and curing of test samples, and delivery of samples to testing
laboratories.
d. Providing Testing Agency with preliminary design mix proposed for use for materials mixes that
require control by Testing Agency.
4. For any requested inspection, Contractor will complete prior inspections to ensure that items are ready for
inspection.
5. All Work is subject to testing and inspection and verification of correct operation.
6. Comply:
General Requirements - 5 - Division 01
535-2700-1201-0101 May 4th, 2012 Tigard Seminary ,
a. Upon completion of Testing Agency's inspection, testing, sample-taking, and similar services, repair
damaged construction and restore substrates and finishes to eliminate deficiencies, including
deficiencies in visual qualities of exposed finishes.
b. Comply with Contract Documents in making such repairs.
7. Data:
a. Furnish records, drawings, certificates, and similar data as may be required by testing and inspection
personnel to assure compliance with Contract Documents.
8. Defective Work (Non-Conforming Work): Non-conforming Work as covered in General Conditions applies,
but is not limited to following requirements:
a. Where results of inspections, tests, or similar services show that the Work does not comply with
Contract Document requirements, correct deficiencies in the Work promptly to avoid work delays.
b. Where testing personnel take cores or cut-outs to verify compliance, repair prior to acceptance.
c. Contractor will be responsible for any and all costs incurred resulting from inspection that was
scheduled prematurely or retesting due to failed tests.
d. Remove and replace any Work found defective or not complying with contract document
requirements at no additional cost to Owner. IIIe. Should test return unacceptable results, Contractor will bear all costs of retesting and re-inspection as
well as cost of all material consumed by testing, and replacement of unsatisfactory material and/or
workmanship.
9. Protection:
a. Protect construction exposed by or for quality assurance and quality control service activities, and
protect repaired construction.
10. Scheduling: Contractor is responsible for scheduling times for inspections, tests, taking samples, and
similar activities:
a. Schedule testing and inspections in advance so as not to delay the Work and to eliminate any need to
uncover the Work for testing or inspection.
b. Notify Testing Agency and Architect or Owner as noted in Sections in Division 01 thru Division 50
prior to any time required for such services.
c. Incorporate adequate time for performance of all inspections and correction of noted deficiencies.
d. Schedule sequence of activities to accommodate required services with minimum of delay.
e. Schedule sequence of activities to avoid necessity of removing and replacing construction to
accommodate testing and inspections.
11. Test and Inspection Log:
a. Provide system of tracking all field reports, describing items noted, and resolution of each item.
Prepare record of tests and inspections. Include following requirements:
1) Date test or inspection was conducted.
2) Description of the Work tested or inspected.
3) Date test or inspection results were transmitted to Architect or Owner Representative.
4) Identification of Testing Agency or inspector conducting test or inspection.
b. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test
and inspection log for Architect's or Owner's reference during normal working hours. I
G. Testing Agency Services And Responsibility:
1. Testing Agency, including independent testing laboratories, will be licensed and authorized to operate in
jurisdiction in which Project is located.
a. Approved Testing Agency Qualifications: Requirements of Section 01 4301 apply.
2. Testing and Inspection Services:
a. Testing Agency will not release, revoke, alter, or increase Contract Document requirements or
approve or accept any portion of the Work.
b. Testing Agency will not give direction or instruction to Contractor.
c. Testing Agency will have full authority to see that the Work is performed in strict accordance with
requirements of Contract Documents and directions of Owner's Representative and/or Architect.
d. Testing Agency will not provide additional testing and inspection services beyond scope of the Work
without prior approval of Owner's Representative and/or Architect.
3. Testing Agency Duties:
a. Independent Testing Agency engaged to perform inspections, sampling, and testing of materials and
construction specified in individual specification Sections will cooperate with Architect or Owner
Representative and Contractor in performance of its duties and will provide qualified personnel to
perform required inspections and tests.
General Requirements -6 - Division 01
535-2700-1201-0101 May 4th, 2012 Tigard Seminary
b. Testing Agency will test or obtain certificates of tests of materials and methods of construction, as
described herein or elsewhere in technical specification.
c. Testing Agency will provide management, personnel, equipment, and services necessary to perform
testing functions as outlined in this section.
d. Testing Agency must have experience and capability to conduct testing and inspecting indicated by
ASTM standards and that specializes in types of tests and inspections to be performed.
e. Testing Agency will comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM
C1077, ASTM C1093, ASTM D3666, ASTM D3740, and other relevant ASTM standards.
f. Testing Agency must calibrate all testing equipment at reasonable intervals(minimum yearly)with
accuracy traceable to either National Bureau of Standards or accepted values of natural physical
constants.
1 g. Welding Procedure Review: Testing Agency will provide review and approval or rejection of all
welding procedures to be used and verify compliance with all reference standard requirements.
4. Testing and Inspection Reports:
a. Conduct and interpret tests and inspections and state in each report whether tested and inspected
' Work complies with or deviates from requirements.
b. Laboratory Reports: Testing Agency will furnish reports of materials and construction as required,
including:
1) Description of method of test.
2) Identification of sample and portion of the Work tested.
a) Description of location in the Work of sample.
b) Time and date when sample was obtained.
c) Weather and climatic conditions at time when sample was obtained.
3) Evaluation of results of tests including recommendations for action.
c. Inspection Reports: Testing Agency will furnish "Inspection at Site" reports for each site visit
documenting activities, observations, and inspections. Include notation of weather and climatic
conditions, time and date conditions and status of the Work, actions taken, and recommendations or
evaluation of the Work.
d. Reporting Testing and Inspection (Conforming Work):
1) Submit testing and inspection reports as required within twenty four (24) hours of test or
inspection having been performed.
e. Reporting Testing and Inspection Defective Work (Non-Conforming Work):
' 1) Testing Agency, upon determination of irregularities, deficiencies observed or test failure(s)
observed in the Work during performance of its services of test or inspection having been
performed, will:
a) Verbally notify results to Architect, Contractor, and Owner's Representative within one hour of
test or inspection having been performed (if Defective Work(Non-Conforming Work) is
incorporated into project).
b) Submit written inspection report and test results as required within twenty four(24) hours of
test or inspection having been performed.
f. Final Report:
1) Submit final report of tests and inspections at Substantial Completion, which identify unresolved
deficiencies.
H. Field Tests and Inspections requirements are described in 'Field Quality Control' in Division 01 thru Division
50 Sections.
SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS
A. Owner will provide electric power for construction activities within limits available at existing facility.
' B. Exercise caution to avoid fire damage. Do not build fires on site.
C. Permanent mechanical system may be operated upon following conditions:
1. Do not interfere with normal set-back temperature patterns except as approved by Project Manager.
2. Do not operate system when the Work causing airborne dust is occurring or when dust caused by such
Work is present without first installing temporary filtering system.
✓� D. Existing lighting system may be used by Contractor.
General Requirements -7 - Division 01
535-2700-1201-0101 May 4"', 2012 Tigard Seminary '
E. Contractor will use existing water supply for construction purposes to extent of existing facilities.
F. Existing restroom facilities may be used by Contractor. Clean restrooms and portions of existing building used I
in accessing restrooms daily. If existing facilities are not usable, provide and maintain temporary sanitary toi-
let.
G. Erect adequate barricades, warning signs, and lights necessary to protect persons from injury or harm.
H. Contractor is responsible for security of materials, tools, and equipment. Do not permit others to use building
keys provided by Owner. Safeguard building and contents while the Work is being performed and secure
building when the Work is finished for day.
I. Protect existing trees and plants. Remove and replace vegetation that dies or is damaged beyond repair due
to construction activities.
J. Provide temporary enclosures at exterior building openings for security and protection from weather, theft,
111
and vandalism. Erect and maintain dust-proof partitions and enclosures as required to prevent spread of dust
and fumes to occupied portions of building.
K. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that com-
ply with environmental regulations and reduce possibility that air, waterways, and subsoil might be contami-
nated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment that pro-
duce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints
from persons or firms near site. Protect the Work, materials, apparatus, and fixtures from injury due to weath-
er, theft, and vandalism.
SECTION 01 6100 PRODUCT REQUIREMENTS I
A. Provide products that comply with Contract Documents, are undamaged, and, unless otherwise indicated, are
new and unused at time of installation. Provide products complete with accessories, trim, finish, safety
111
guards, and other devices and details needed for complete installation and for intended use and effect:
SECTION 01 6200 PRODUCT OPTIONS
A. Product selection is governed by Contract Documents and governing regulations, not by previous Project ex-
perience. Procedures governing product selection include:
1. Substitutions And Equal Products:
a. Generally speaking, substitutions for specified products and systems, as defined in Uniform
Commercial Code, are not acceptable. However, equal products may be approved upon compliance
with Contract Document requirements.
b. Approved Products/ Manufacturers/Suppliers/ Installers:
1) Category One:
a) Owner has established 'Value Managed Relationships' that extend beyond requirements of
this Project. No substitutions or equal products will be allowed on this Project.
b) Follow specified procedures to preserve relationships between Owner and specified
manufacturers/ suppliers and advantages that accrue to Owner from those relationships.
2) Category Two:
a) Owner has established National Contracts that contain provisions extending beyond
requirements of this Project. No substitutions or equal products will be allowed on this
Project.
b) Follow specified procedures to preserve relationships between Owner and specified I
manufacturers/suppliers and advantages that accrue to Owner from those relationships.
3) Category Three:
a) Specified products are provided to Church Projects under a National Account Program. Use
these products to preserve advantages that accrue to Owner from those programs. No
substitutions or equal products will be allowed on this Project.
4) Category Four:
I
General Requirements -8- Division 01
1 535-2700-1201-0101 May 4th, 2012 Tigard Seminary
a) Provide only specified products available from manufacturers listed. No substitutions,
I private-labeled, or equal products, or mixing of manufacturers' products is allowed on this
Project.
b) In Sections where lists recapitulating Manufacturers previously mentioned in Section are
I included under heading 'Manufacturers' or'Approved Manufacturers', this is intended as
convenience to Contractor as listing of contact information only. It is not intended that all
manufacturers in list may provide products where specific products and manufacturers are
listed elsewhere in Section.
I c. Acceptable Products/Manufacturers/Suppliers/ Installers:
1) Type One: Use specified products/manufacturers unless approval to use other products/
manufacturers has been obtained from Architect or Owner Representative by Addendum.
I 2) Type Two: Use specified products/manufacturers unless approval to use other products and
manufacturers has been obtained from Architect or Owner Representative in writing before
installing or applying unlisted or private-labeled products.
3) Use 'Equal Product Approval Request Form' to request approval of equal products,
I manufacturers, or suppliers before bidding or before installation, as noted in individual Sections.
d. Quality/ Performance Standard Products/ Manufacturers:
1) Class One: Use specified product/ manufacturer or equal product from specified manufacturers
I only.
2) Class Two: Use specified product I manufacturer or equal product from any manufacturer.
3) Products/manufacturers used will conform to Contract Document requirements.
ISECTION 01 6400 OWNER-FURNISHED PRODUCTS
A. Install items furnished by Owner or receive and store in safe condition items purchased directly by Owner ac-
I cording to requirements of Contract Documents.
SECTION 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
j A. Deliver, store, and handle products according to manufacturer's recommendations, using means and meth-
ods that will prevent damage, deterioration, and loss, including theft.
B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable,' haz-
ardous, easily damaged, or sensitive to deterioration, theft, and other losses.
C. Deliver products to site in manufacturer's original sealed container or other packaging system, complete with
Ilabels and instructions for handling, storing, unpacking, protecting, and installing.
D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that products
Iare undamaged and properly protected.
E. Store products at site in manner that will simplify inspection and measurement of quantity or counting of units.
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F. Store heavy materials away from Project structure so supporting construction will not be endangered.
G. Store products subject to damage by elements above ground, under cover in weather tight enclosure, with
ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by
manufacturer's instructions.
SECTION 01 7000 EXECUTION REQUIREMENTS
1 A. Design, furnish, and install all shoring, bracing, and sheathing as required for safety and for proper execution
of the Work and, unless otherwise required, remove same when the Work is completed.
IB. Require installer of each major component to inspect both substrate and conditions under which the Work is
to be done. Notify Owner in writing of unsatisfactory conditions. Do not proceed until unsatisfactory conditions
have been corrected.
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C. Provide attachment and connection devices and methods necessary for securing the Work. Secure the Work
true to line and level. Allow for expansion and building movement.
D. Recheck measurements and dimensions before starting each installation.
E. Where mounting heights are not shown, install individual components at standard mounting heights recog-
nized within industry or local codes for that application. Refer questionable mounting height decisions to
Owner for final decision.
F. Cover and protect furniture, equipment, and fixtures from soiling and damage when demolition the Work is
performed in rooms and areas from which such items have not been removed.
G. Completion Inspection:
1. Upon 100 percent completion of Project, Contractor will request Substantial Completion Inspection.
2. Owner will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items
to be corrected.
3. Contractor will notify Owner in writing when items have been corrected.
SECTION 01 7400 CLEANING AND WASTE MANAGEMENT
A. Disposal Of Waste:
1. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from
Project site and legally dispose of them in landfill or incinerator acceptable to authorities having
jurisdiction:
a. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-
site
b. Remove and transport debris in manner that will prevent spillage on adjacent surfaces and areas.
2. Burning: Do not burn waste materials.
3. Disposal: Transport waste materials off Owner's property and legally dispose of them.
B. Progress Cleaning:
1. Keep premises broom-clean during progress of the Work.
2. During handling and installation, protect construction in progress and adjoining materials in place. Apply
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protective covering where required to ensure protection from soiling, damage, or deterioration until Sub-
stantial Completion.
3. Clean and maintain completed construction as frequently as necessary throughout construction period.
4. Remove waste materials and rubbish caused by employees, subcontractors, and contractors under sepa-
rate
contract with Owner and dispose of legally.
C. Final Cleaning:
1. Clean each surface or unit to condition expected in normal, commercial-building cleaning and mainte-
nance program. Comply with manufacturer's instructions. Remove all rubbish from under and about build-
ing and leave building clean and habitable.
2. In addition to general cleaning noted above, perform cleaning for all trades at completion of the Work in
areas where construction activities have occurred.
3. If Contractor fails to clean up, Owner may do so and charge cost to Contractor.
SECTION 01 7800 CLOSEOUT SUBMITTALS I
A. Operations And Maintenance Data:
1. Copy of complete Project Manual including Addenda, Modifications as defined in General Conditions, and
other interpretations issued during construction.
a. Mark these documents to show variations in actual Work performed in comparison with text of
specifications and Modifications. Show substitutions, selection of options, and similar information,
particularly on elements that are concealed or cannot otherwise be readily discerned later by direct
observation.
b. Note related record drawing information and Product Data.
2. Owner will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items
to be corrected.
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3. Certifications required by Contract Documents.
4. Copies of warranties required by Contract Documents.
B. Warranties:
' 1. When written guarantees beyond one year after substantial completion are required by Contract Docu-
ments, secure such guarantees and warranties properly addressed and signed in favor of Owner. Include
these documents in Operations & Maintenance Manuals specified above.
2. Delivery of guarantees and warranties will not relieve Contractor from obligations assumed under other
provisions of Contract Documents.
C. Project Record Documents:
1. Do not use record documents for construction purposes. Protect from deterioration and loss in secure,
fire-resistive location. Provide access to record documents for reference during normal Working hours.
2. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation varies
from the Work as originally shown. Give particular attention to concealed elements that would be difficult
' to measure and record at later date:
a. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in
separate categories of the Work.
lb. Mark new information that is important to Owner, but was not shown on Drawings.
c. Note related Change Order numbers where applicable.
END OF SECTION
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DIVISION 06: WOOD, PLASTICS, AND COMPOSITES
060000 WOOD, PLASTICS, AND COMPOSITES
061000 ROUGH CARPENTRY '
06 1011 WOOD FASTENINGS
06 1100 WOOD FRAMING
06 1636 WOOD PANEL PRODUCT SHEATHING
END OF TABLE OF CONTENTS ,
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SECTION 061011
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WOOD FASTENINGS
IPART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
I 1. Quality of wood fastening methods and materials used for Rough Carpentry unless specified
otherwise.
B. Related Requirements:
I 1. Section 03 1511: Quality of Anchors and Inserts.
2. Section 05 0523: Quality of bolts used for Rough Carpentry.
3. Furnishing and installing of other fasteners are specified in individual Sections where installed.
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1.2 REFERENCES
I A. Reference Standards;
1. APA-The Engineered Wood Association:
a. APA AFG-01: Adhesives for Field-Gluing Plywood to Wood Framing (September 1974).
I 2. ASTM International:
a. ASTM Al53/A153M-09, `Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware'.
illb. ASTM F1667-11a, `Standard Specification for Driven Fasteners: Nails, Spikes, and Staples'.
1.3 SUBMITTALS
IA. Action Submittals:
1. Product Data:
a. Manufacturer's literature on framing anchors and powder actuated fasteners.
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2. Shop Drawings:
a. Submit diameter and lengths of fasteners proposed for use on Project. If length or diameter
of proposed fasteners differ from specified fasteners, also include technical and engineering
I data for proposed fasteners including, but not limited to:
1) Adjusted fastener spacing where using proposed fasteners and,
2) Adjusted number of fasteners necessary to provide connection capacity equivalent to
specified fasteners.
I b. Show type, quantity, and installation location of framing anchors. Where necessary,
reference Drawing details, etc, for installation locations.
IPART 2 - PRODUCTS
I2.1 MANUFACTURED UNITS
A. Description:
I 1. Nail Terminology:
a. When following nail terms are used in relation to this Project, following lengths and
diameters will be understood. Refer to nails of other dimensions by actual length and
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diameter, not by one of listed terms: _ _
Nail Term Length Diameter Length Diameter
8d Box 2-1/2 inches 0.113 inch 63.5 mm 2.827 mm
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8d Common 2-1/2 inches 0.131 inch 63.5 mm 3.389 mm
10d Box 3 inches 0.128 inch 76.2 mm 3.251 mm
10d Common 3 inches 0.148 inch 76.2 mm 3.759 mm
16d Box 3-1/2 inches 0.135 inch 88.9 mm 3.411 mm
16d Sinker 3-1/4 inches 0.148 inch 82.6 mm 3.759 mm
16d Common 3-1/2 inches 0.162 inch 88.9 mm 4.115 mm
B. Materials:
1. Fasteners:
a. General:
1) Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronzed, or copper. Coating
weights for zinc-coated fasteners shall be in accordance with ASTM Al53/A153M.
b. Nails:
1) Meet requirements of ASTM F1667.
2) Unless noted otherwise, nails listed on Drawings or in Specifications shall be common
nail diameter, except 16d nails, which shall be box diameter.
c. Wood Screws:
1) SDS Screws:
a) Category Four Approved Products. See Section 01 6200 for definitions of
categories.
(1) SDS Screws by Simpson Strong Tie Co, Dublin, CA www.strongtie.com.
2) All Other: Standard type and make for job requirements.
2. Adhesives:
a. Construction Mastics:
1) Meet requirements of`APA-The Engineered Wood Association' Specification AFG-01 or
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ASTM D3498.
2) Use phenol-resorcinol type for use on pressure treated wood products.
3. Framing Anchors:
a. Framing anchors and associated fasteners in contact with preservative hot dipped zinc-
coated galvanized steel or stainless steel. Do not use stainless steel items with galvanized
items.
b. Type Two Acceptable Products:
1) KC Metals Inc, San Jose, CA www.kcmetals.com.
2) Simpson Strong Tie Co, Dublin, CA www.strongtie.com.
3) United Steel Products Co Inc(USP), Montgomery, MN www.uspconnectors.com.
4) Equals as approved by Architect through shop drawing submittal before installation.
See Section 01 6200.
PART 3 -EXECUTION I
3.1 ERECTION '
A. Secure one Manufacturer approved fastener in each hole of framing anchor that bears on framing
member unless approved otherwise in writing by Architect.
B. Provide washers with bolt heads and with nuts bearing on wood.
END OF SECTION 111
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iSECTION 061100
WOOD FRAMING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install wood framing and blocking as described in Contract Documents.
' B. Products Installed But Not Furnished Under This Section:
1. Miscellaneous structural steel elements.
2. Roof related blocking, wood nailers, and curbs.
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3. Wood panel product sheathing.
C. Related Requirements:
1. Section 06 1636: Furnishing of wood panel product sheathing.
1 2. Sections in Division 07: Roofing membranes for related blocking, wood nailers, and curbs.
' 1.2 REFERENCES
A. Reference Standards:
1. National Institute of Standards and Technology (NIST), Technology Administration, U. S.
Department of Commerce:
a. Voluntary Product Standard DOC PS 20-05, 'American Softwood Lumber Standard.'
1.3 ADMINISTRATIVE REQUIREMENTS
' A. Pre-Installation Conference:
1. Participate in pre-installation conference held jointly with Section 06 1636.
a. Schedule pre-installation conference immediately before beginning framing work.
b. In addition to agenda items specified in Section 01 3100, review following:
' 1) Equipment and gypsum board blocking in wood framed walls.
2) Rough opening.
3) Shear walls.
4) Nails and nailing requirements.
1 5) Connections.
1.4 SUBMITTALS
A. Informational Submittals:
1. Test And Evaluation Reports:
' a. Technical and engineering data on nails to be set by nailing guns for Architect's approval of
types proposed to be used as equivalents to specified hand set nails and adjusted number
and spacing of pneumatically-driven nails to provide equivalent connection capacity.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Protect lumber and plywood and keep under cover in transit and at job site.
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2. Do not deliver material unduly long before it is required.
B. Storage And Handling Requirements: 1
1. Store lumber and plywood on level racks and keep free of ground to avoid warping.
2. Stack to insure proper ventilation and drainage.
PART 2 - PRODUCTS
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2.1 MATERIALS
A. Dimension Lumber:
1. Meet requirements of PS 20 and National Grading Rules for softwood dimension lumber.
2. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber
Standards Committee identifying species of lumber by grade mark or by Certificate of Inspection.
3. Lumber 2 inches (50 mm) or less in nominal thickness shall not exceed 19 percent in moisture
content at time of fabrication and installation and be stamped 'S-DRY', 'K-D', or'MC15.'
4. Lumber shall be S4S.
B. See drawings for additional requirements.
2.2 ACCESSORIES
A. Blocking:
1. Sound lumber without splits, warps, wane, loose knots, or knots larger than 1/2 inch (13 mm).
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1. Use preservative treated wood for wood members in contact with concrete, including wall and sill,
, door subframes and bucks, etc. ,
B. Interface With Other Work:
1. Coordinate with other Sections for location of blocking required for installation of equipment and
building specialties. Do not allow installation of gypsum board until required blocking is in place.
2. Where manufactured items are to be installed in framing, provide rough openings of dimensions
within tolerances required by manufacturers of such items. Confirm dimensions where not shown
on Drawings.
3. Nailing:
a. Stud to plate:
2 by 4 inch nominal 38 by 89 mm End nail, two 16d OR toe nail, four 8d
2 by 6 inch nominal 38 by 140 mm End nail, three 16d OR toe nail, four 8d
2 by 8 inch nominal 38 by 184 mm End nail, four 16d OR toe nail, six 8d
b. Backing And Blocking: Three 8d, each end.
C. Roof Framing:
1. Place with crown side up at 16 inches (400 mm) on center unless noted otherwise.
2. Install structural blocking and bridging as necessary and as described in Contract Documents.
3. Special Requirements:
a. Roof Joists: Lap joists 4 inches (100 mm) minimum and secure with code approved framing
anchors.
b. Roof Rafters: '
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1) Cut level at wall plate and provide at least 2-1/2 inches (64 mm) bearing where
' applicable. Spike securely to plate with three 10d nails.
D. Accessory/ Equipment Mounting And Gypsum Board Back Blocking (nailers):
1. Furnish and install blocking in wood framing required for hardware, specialties, equipment,
accessories, and mechanical and electrical items, etc.
2. Furnish and install back blocking in wood framing required for joints in gypsum wallboard.
END OF SECTION
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SECTION 061636
WOOD PANEL PRODUCT SHEATHING '
PART 1 -GENERAL I
1.1 SUMMARY ,
A. Includes But Not Limited To:
1. Furnish and install wood panel product sheathing required for walls and roofs as described in
Contract Documents.
B. Related Requirements:
1. Section 01 0000: 'General Requirements':
a. Section 01 1200: Multiple contracts.
b. Section 01 3100: 'Project Management and Coordination' for pre-installation conference.
c. Section 01 4000: 'Quality Requirements' for administrative and procedural requirements for
quality assurance and quality control.
d. Section 01 4301: 'Quality Assurance—Qualifications' establishes minimum qualification
levels required.
e. Section 01 4523: 'Testing and Inspecting Services'for testing and inspection, and testing
laboratory services for materials, products, and construction methods.
f. Section 01 6200: Administrative and procedural requirements for product options.
g. Section 01 7800: 'Closeout Submittals'.
2. Section 06 1100: 'Wood Framing':
a. Pre-installation conference held jointly with Section 06 1636.
1.2 REFERENCES
A. Association Publications:
1. Council of American Structural Engineers. CASE Form 101: Statement of Special Inspections.
Washington, DC: CASE, 2001. (c/o American Council of Engineering Companies, 1015 15th St.,
NW, Washington, DC 20005; 202-347-7474; www.acec.org).
2. International Code Council (IBC):
a. IBC Chapter 17, 'Structural Tests and Special Inspections'.
B. Definitions:
1. Field Quality Control: Testing, Inspections, Special Testing and Special Inspections to assure
compliance to Contract Documents.
2. Inspection/Special Inspection: Inspection of materials, installation, fabrication, erection or
placement of components and connections requiring special expertise to ensure compliance with
approved construction documents and referenced standards:
a. Inspection: Not required by code provisions but may be required by Contract Documents.
b. Special Inspection: Required by code provisions and by Contract Documents.
c. Inspection-Continuous: Full-time observation of the Work requiring inspection by approved
inspector who is present in area where the Work is being performed.
d. Inspection-Periodic: Part-time or intermittent observation of the Work requiring inspection by
approved inspector who is present in area where the Work has been or is being performed
and at completion of the Work.
3. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee,
Subcontractor, or Sub-subcontractor, to perform particular construction operation, including
installation, erection, application, and similar operations.
4. Observation: Visual observation of building/site elements or structural system by registered
design professional for general conformance to approved construction documents at significant
construction stages and at completion. Observation does not include or waive responsibility for
performing inspections or special inspections.
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5. Owner's Representative: Owner's Designated Representative (Project Manager or Facilities
Manager)who will have express authority to bind Owner with respect to all matters requiring
Owner's approval or authorization.
6. Product Testing: Tests and inspections that are performed by testing agency qualified to conduct
product testing and acceptable to authorities having jurisdiction, to establish product performance
and compliance with industry standards.
7. Quality Assurance: Testing, Inspections, Special Testing and Special Inspections provided for by
Owner.
8. Quality Control: Testing, Inspections, Special Testing and Special Inspections provided for by
Contractor.
9. Special Inspection: See Inspection.
10. Testing Agency: Entity engaged to perform specific tests, inspections, or both.
11. Verification: Act of reviewing, inspecting, testing, etc. to establish and document that product,
service, or system meets regulatory, standard, or specification requirements.
' C. Reference Standards:
1. National Institute of Standards and Technology (NIST), Technology Administration, U. S.
Department of Commerce:
a. Voluntary Product Standard DOC PS 1-07. `Structural Plywood.'
111 b. Voluntary Product Standard DOC PS 2-04, `Performance Standard for Wood-based
Structural-Use Panels.'
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conference:
' 1. Participate in pre-installation conference as specified in Section 06 1100.
2. In addition to agenda items specified in Section 01 3100 and Section 06 1100, review following:
a. Review Section 01 4523 for Testing and Inspection administrative requirements and
responsibilities and Field Quality Control inspection required of this section.
B. Scheduling:
1. Notify Testing Agency and Architect twenty four(24) hours minimum before placing sheathing.
1.4 SUBMITTALS
A. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Record Documentation:
1) Testing and Inspection Reports:
a) Testing Agency Inspection Reports of sheathing.
1.5 QUALITY ASSURANCE
' A. Testing and Inspection.
1. Owner will provide Testing and Inspection for inspection of sheathing:
a. See Section 01 1200: "Multiple Contract Summary".
1.6 DELIVERY, STORAGE, AND HANDLING
' A. Delivery And Acceptance Requirements:
1. Do not deliver material unduly long before it is required.
2. Protect sheathing and keep under cover in transit and at job site.
' B. Storage And Handling Requirements:
1. Store sheathing on level racks and keep free of ground.
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2. Stack to insure proper ventilation and drainage.
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PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Performance:
1. Design Criteria:
a. Meet requirements of PS 1, PS 2, PRP-108 (APA), or PRP-133 (TECO). Except where
plywood is specifically indicated on Drawings, oriented strand board (OSB) is acceptable.
B. Materials:
1. Sheathing:
a. Sheathing shall bear grade stamp from American Plywood Association (APA) or equal
grading organization.
b. Sheathing shall not exceed 18 percent moisture content when fabricated or more than 19
percent when installed in Project.
c. Sheathing 23/32 inch (18.3 mm) thick and thicker used for single-layer subflooring shall be
tongue and groove.
d. Sheathing used for same purpose shall be of same thickness. In all cases, thickness
specified is minimum required regardless of span rating.
e. Minimum span ratings for given thicknesses shall be as follows:
Thickness Span Rating
15/32 inch actual 11.9 mm actual 32/ 16
1/2 inch nominal 12.5 mm nominal 32/ 16
19/32 inch actual 15.1 mm actual 40/20
5/8 inch nominal 15.9 mm nominal 40/20
2.2 ACCESSORIES
A. Nails: 1
1. As indicated on Drawings.
PART 3 - EXECUTION
3.1 INSTALLATION I
A. General:
1. Top of nail heads shall be flush with sheathing surface.
2. Use of edge clips to provide spacing between sheathing panels is acceptable.
B. Wall Sheathing:
1. Spacing:
a. Provide 1/8 inch (3 mm) space between sheets at end and edge joints.
2. Edge Bearing And Blocking:
a. Panel edges shall bear on framing members and butt along their center lines.
b. Back block panel edges, which do not bear on framing members, with 2 inch nominal (45
mm) framing.
3. Nail Spacing:
a. As indicated on Drawings.
b. Place nails not less than 3/8 inch (9.5 mm) in from edge.
4. Thickness:
a. As indicated on Drawings. '
Wood Panel Product Sheathing -3- 06 1636
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DIVISION 07: THERMAL AND MOISTURE PROTECTION
072000 THERMAL PROTECTION
07 2116 BLANKET INSULATION
I07 2719 PLASTIC SHEET AIR BARRIERS
073000 STEEP SLOPE ROOFING
I 07 3113 ASPHALT SHINGLES
07 5113 BUILT-UP ASPHALT ROOFING
07 4000 ROOFING AND SIDING PANELS
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07 4623 WOOD SIDING
I076000 FLASHING AND SHEET METAL
07 6310 STEEP SLOPE ROOF FLASHING-ASPHALT TILE
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077000 ROOF AND WALL SPECIALTIES AND ACCESSORIES
07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS
I07 7226 ROOF VENTS
079000 JOINT PROTECTION
07 9213 ELASTOMERIC JOINT SEALANTS
END OF TABLE OF CONTENTS
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5. Do not install any piece of wall sheathing with shortest dimension of less than 12 inches (300
mm). '
C. Roof Sheathing:
1. Placing:
a. Lay face grain at right angles to supports. Provide blocking for support if framing turns at
roof overhang.
b. Provide 1/8 inch (3 mm) space between sheets at end and side joints.
c. Stagger panel end joints.
d. Sheathing shall be continuous of two spans minimum.
2. Nail Spacing:
a. As indicated on Drawings.
b. Place nails at least 3/8 inch (9.5 mm) in from edge.
3. Thickness:
a. As indicated on Drawings.
4. Do not install any piece of roof sheathing with shortest dimension of less than 24 inches (600
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mm) unless support is provided under all edges.
3.2 FIELD QUALITY CONTROL
1
A. Field Inspections:
1. Wood Sheathing:
a. For walls and roof areas where nail spacing is 4 inches (100 mm) and less on center, the
inspector shall verify wood panel sheathing, grade, thickness and nominal size of framing
members, adjoining panel edges, nail size and spacing, bolting and other fastening of other '
components.
3.3 PROTECTION I
A. Protect roof sheathing from moisture until roofing is installed.
END OF SECTION
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SECTION 07 2116
BLANKET INSULATION
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install faced thermal insulation as described in Contract Documents.
2. Furnish and install unfaced thermal insulation in ceilings as described in Contract Documents.
B. Related Requirements:
1.2 REFERENCES
' A. Reference Standards:
1. ASTM International:
a. ASTM C665-06, 'Standard Specification for Mineral-Fiber Blanket Thermal Insulation for
Light Frame Construction and Manufactured Housing.'
' 1.3 QUALITY ASSURANCE
A. Regulatory Agency Sustainability Approvals:
' 1. Insulation shall be manufactured to be in compliance with International Code Council (IBC) or
other applicable building codes.
PART 2 - PRODUCTS
2.1 SYSTEMS
A. Manufacturers:
1. Insulation:
' a. Type One Acceptable Manufacturers:
1) Certainteed Corp, Valley Forge, PA www.certainteed.com.
2) FiberTEK, Salt Lake City, UT www.fibertekinsulation.com.
3) Guardian Fiberglass, Greer, SC www.guardianbp.com.
4) Knauf Fiber Glass, Shelbyville, IN www.knaufusa.com.
5) Owens-Corning Fiberglass Corporation, Toledo, OH www.owens-corning.com.
6) Johns Manville, Denver, CO www.jm.com.
7) Thermafiber, Wabash, IL www.thermafiber.com.
b. Equal as approved by Architect before bidding. See Section 01 6200.
B. Materials:
1. Thermal And Acoustic Insulation:
a. Faced Insulation:
1) Kraft faced meeting requirements of ASTM C665, Type II, Class C.
' b. Order insulation by'R' factor rather than 'U' factor, rating, or thickness, either 16 or 24 inches
wide according to framing spacing.
c. 'R' Factor Required:
I1) Wood Wall Stud Framing:
R11 3-1/2 inches deep
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PART 3 - EXECUTION
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3.1 INSTALLATION
A. General:
1. Leave no gaps in insulation envelope.
2. If two layers of insulation are used to attain required'R' factor, only layer towards interior of
building shall have facing.
3. Provide minimum clearance around recessed lighting fixtures as approved by local code.
B. In Framing:
1. Install insulation behind plumbing and wiring, around duct and vent line penetrations, and in
similar places.
2. Fit ends of batts snug against top and bottom plates.
3. Fit batts snug against stud framing at each side.
4. Where insulation is not enclosed by structure or drywall, support in place with wire or other
suitable material and use only foil-faced insulation.
5. Install baffles between trusses and rafters at ventilation spaces if necessary to prevent insulation
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END OF SECTION
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SECTION 07 2719
UPLASTIC SHEET AIR BARRIERS
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install air infiltration barriers on exterior side of exterior wall sheathing as described in
Contract Documents.
1.2 REFERENCES
A. Reference Standards:
1. ASTM International:
a. ASTM E1677-05, 'Standard Specification for an Air Barrier(AB) Material or System for Low-
Rise Framed Building Walls.'
1.3 SUBMITTALS
A. Informational Submittals:
1. Test And Evaluation Reports: Copy of test results showing performance characteristics.
B. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Warranty Documentation:
1) Final, executed copy of Warranty (if available from Manufacturer).
1.4 QUALITY ASSURANCE
A. Qualifications: Requirements of Section 01 4301 applies, but is not limited to following:
1. Manufacturer Qualifications:
a. Provide single source for all products of system.
1.5 WARRANTY
A. Manufacturer Warranty:
Y
1. Manufacturer's limited warranty(if available on product).
PART 2 - PRODUCTS
2.1 ASSEMBLIES
A. Manufacturers:
' 1. Category Four Approved Products. See Section 01 6200 for definitions of Categories:
a. Styrofoam Weathermate Plus by Dow, Chemical Co, Midland, MI www.dow.com
b. Tyvek HomeWrap by Du Pont Company, Wilmington, DE www.dupont.com
c. DriShield Housewrap by Protecto Wrap, Denver, CO www.protectowrap.com
d. Fortress Pro by Raven Industries, Sioux Falls, SD www.ravenind.com
e. Typar Housewrap by Fiberweb, Old Hickory, TN www.typar.com.
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B. Materials:
1. Air Retarder:
a. Non-woven.
b. Meet requirements of ASTM E1677, Type I.
2. Sealing Tape:
a. Type Two Acceptable Products:
1) DuPont Contractor Tape.
2) Fortress Pro Seaming Tape.
3) Typar Construction Tape.
4) 3M Contractor Sheathing Tape.
5) Protecto Wrap BT25 XL Window Sealing Tape.
6) As recommended in writing by Air Retarder Manufacturer.
3. Fasteners:
a. Category Four Approved Products. See Section 01 6200 for definitions of Categories:
1) Wood Framing: Corrosion resistant roofing nails with 3/4 inch long shank minimum and
one inch diameter plastic head or Tyvek Wrap Caps. Staples are only allowed to aid in
installation with permanent fasteners installed immediately thereafter.
2) Metal Framing: Corrosion resistant, self-tapping screws and plastic washers or Tyvek
Wrap Caps. Screws to be 3/4 inch long minimum and washers one inch diameter.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install over exterior wall sheathing.
1. Apply specified fasteners along stud lines at 18 inches maximum on center. Lap horizontal joints
6 inches minimum, with upper layer placed over lower layer. Lap vertical seams 16 or 24 inches
as necessary to match framing spacing. Seal joints and penetrations through air infiltration barrier
with specified tape before installation of finish material. Air infiltration barrier shall be air tight and
free from holes, tears, and punctures.
END OF SECTION
I
II!
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SECTION 07 3113
ASPHALT SHINGLES
' PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
' 1. Furnish and install roofing system as described in Contract Documents.
B. Products Installed But Not Furnished Under This Section:
' 1. Roof flashing.
2. Roof louver.
C. Related Requirements:
1. Section 07 6310: Roof flashing, pipe jacks and drip edge.
2. Section 07 7226: Roof louver.
1.2 REFERENCES
A. Definitions:
' 1. Algae: Rooftop fungus that can leave dark stains on roofing.
2. Base Flashing: That portion of flashing attached to or resting on roof deck to direct flow of water
onto the roof covering.
3. Blind Nailing (also back nailing): Nailing roofing material so that fastener is shielded from
' weather by next course of material being installed.
4. Cap Flashing: Material used to cover top edge of base fiashings or other fiashings to prevent
water seepage behind base flashing. Cap flashing overlaps base flashing.
' 5. Chalk Line: Line made on roof by snapping taut string or cord dusted with chalk. Used for
alignment purposes.
6. Collar: Pre-formed flange placed over vent pipe to seal roof around vent pipe opening. Also
' called vent sleeve.
7. Corrosion: When rust, rot or age negatively affect roofing metals.
8. Course: Row of shingles running length of roof.
9. Deck: Structural component of roof of building which provides substrate to which roofing system
' is applied.
10. Drip Edge: Non-corrosive, non-staining material used along eaves and rakes to allow water run-
off to drip clear of underlying building.
11. Eaves: Horizontal, lower edge of sloped roof.
' 12. Felt: Fibrous material saturated with asphalt and used as an underlayment or sheathing paper.
13. Flame Spread Classification: Categories as per ASTM E84/UL 723 or CAN/ULC-S102-10:
a. Class A: Highest fire-resistance rating for roofing as per ASTM E108. Indicated roofing is
' able to withstand severe exposure to fire exposure to fire originating from sources outside
building.
b. Class B: Fire-resistance rating indicating roofing materials are able to withstand moderate
exposure to fire originating from sources outside of building.
c. Class C: Fire-resistance rating indicating roofing materials are able to withstand light
exposure to fire originating from sources outside of building.
14. Flange: Metal pan extending up and down roof slope around flashing pieces. Usually at
' plumbing vents.
15. Flashing: Components used to prevent seepage of water into a building around any intersection
or projection in a roof such as vent pipes, chimneys, adjoining walls, dormers and valleys.
16. Hip Roof: Roof that rises by inclined planes on all sides of building. Line where two adjacent
tsloping sides of roof meet is called the Hip.
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17. Ice Dam: Condition formed at lower roof edge by thawing and re-freezing of melted snow on roof
overhang. Ice dams force water to 'back up' under shingles potentially causing leakage.
18. Lap: Part of roofing material that overlaps section of adjacent material.
19. Louver: Slanted opening for ventilation.
20. Organic Felt: Asphalt roofing base material manufactured from cellulose fibers.
21. Overhang: That portion of roof structure that extends beyond exterior walls of building.
22. Metal Flashing: Roof components made from sheet metal that are used to terminate roofing
membrane or other material alongside roof perimeters as well as at roof penetrations.
23. Nailing Pattern: Refers to specific method or pattern at which nails are applied.
24. Penetration: Any object that pierces surface of roof.
25. Pipe Boot: Prefabricated flashing piece used to flash around circular pipe penetrations. Also
known as a Roof Jack.
26. Rake: Inclined edge of sloped roof over a wall from eave to the ridge.
27. Ridge: Line where two planes of roof intersect, forming highest point on roof that runs entire
length of roof.
28. Ridge Shingles: Shingles used to cover horizontal external angle formed by intersection of two
sloping roof planes.
29. Roof Assembly: System of interacting roof components (including roof deck) designed to
weatherproof, and normally, to insulate building's top surface.
30. Roof Jack: Term used to describe a Pipe Boot or Flashing Collar.
31. Shiner: Incorrectly placed nail which isn't covered by subsequent course of shingles.
32. Starter Course: Row or course of shingle that is installed under initial course of shingle at lowest
point of roof.
33. Tab: Exposed portion of shingle defined by cutouts.
34. Tear-Off: Removal of existing roof components down to structural deck, followed by installation
of completely new roof system.
35. UL Label: Label displayed on packaging to indicate level of fire and/or wind resistance of asphalt
roofing.
36. Underlayment:
a. Primary Underlayment: Asphalt saturated and coated organic felt base sheet installed under
roofing material to serve as added protection meeting requirements of ASTM D2626.
b. Secondary Underlayment (Ice and Water Shield): Rubberized asphalt membrane with peel
off backing that adheres to roof deck creating waterproof seal installed under roofing
material meeting requirements of ASTM D1970/D1970M. Degrades with exposure to UV
light. Due to its consistency, seals around roofing nails.
37. Valley: Internal angle formed by intersection of two sloping roof planes to provide water runoff.
38. Vent: Any outlet for air that protrudes through roof deck such as pipe or stack. Any device
installed on roof, gable or soffit for purpose of ventilating underside of roof deck.
39. Vent Sleeve: See collar.
40. Wind Uplift: Wind-induced forces on roof system or components in roof system. Wind uplift
generally includes negative pressure component caused by wind being deflected around and
across surfaces of building and positive pressure component from air flow beneath roof deck.
B. Reference Standards:
1. ASTM International:
a. ASTM D226-09/D226M-09, 'Standard Specification for Asphalt-Saturated Organic Felt Used
in Roofing and Waterproofing'.
b. ASTM D1970/D1970M-11, 'Standard Specification for Self-Adhering Polymer Modified
Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection'.
c. ASTM D2626-04, 'Standard Specification for Asphalt-Saturated and Coated Organic Felt
Base Sheet Used in Roofing'.
d. ASTM 03018-10a/D3018M-10a, 'Standard Specification for Class A Asphalt Shingles
Surfaced with Mineral Granules'.
e. ASTM D3161-09, 'Standard Test Method for Wind-Resistance of Asphalt Shingles(Fan-
Induced Method)'.
f. ASTM D3462-10a/D3462M-10a, 'Standard Specification for Asphalt Shingles Made from
Glass Felt and Surfaced with Mineral Granules'.
g. ASTM D4869-05e1, 'Standard Specification for Asphalt-Saturated Organic Felt
Underlayment Used in Steep Slope Roofing'.
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h. ASTM D6757-07, 'Standard Specification for Underlayment Felt Containing Inorganic Fibers
Used in Steep-Slope Roofing'.
i. ASTM D7158-11/D7158M-11, 'Standard Test Method for Wind Resistance of Asphalt
Shingles (Uplift Force/Uplift Resistance Method)'.
111 j. ASTM E84-12, `Standard Test Method for Surface Burning Characteristics of Building
Materials'.
k. ASTM E108-11, 'Standard Test Methods for Fire Tests of Roof Coverings'.
I. ASTM F1667-11a, `Standard Specification for Driven Fasteners: Nails, Spikes, and Staples'.
2. International Building Code (IBC):
a. Chapter 15, 'Roof Assemblies And Rooftop Structures':
1) Section 1507, 'Requirements for Roof Coverings':
a) 1507.2, `Asphalt Shingles':
(1) 1507.2.1, 'Deck Requirements'.
(2) 1507.2.3, 'Underlayment'.
(3) 1507.2.5, 'Asphalt Shingles'.
(4) 1507.2.6, 'Fasteners'.
(5) 1507.2.7, 'Attachment'.
(6) 1507.2.8, 'Underlayment Application'.
(7) 1507.2.9, 'Flashing'.
3. International Code Council Evaluation Services (ICC-ES):
a. AC48, 'Acceptance Criteria For Roof Underlayment for Use in Severe Climate Areas' (July
2009).
b. AC127, 'Acceptance Criteria For Roofing Systems With Asphalt Shingles Made with Glass
Felt' (July 1999).
c. AC188, 'Acceptance Criteria For Roof Underlayments' (July 2007).
d. ICC/ESR-1322 (Reissued January 1, 2011 subject to renewal in two years), 'Weather
Watch, Leak Barrier and Stormguard Leak Barrier'.
e. ICC/ESR-1492 (Reissued January 1, 2012 subject to renewal in two years), `Certainteed
Winterguard Series Roof Underlayment: Winterguard Granular, Winterguard HT and
Winterguard Sand'.
4 Underwriters Laboratories (UL):
a. UL 580: 'Tests for Uplift Resistance of Roof Assemblies' (5th Edition).
b. UL 723, `Tests for Safety Test for Surface Burning Characteristics of Building Materials'
(10th Edition).
c. UL 790, 'Standard Test Methods for Fire Tests of Roof Coverings' (8th Edition).
d. UL 2390, 'Standard for Tests for Wind Resistant Asphalt Shingles with Sealed Tabs'
' (Revision 2).
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conference:
1. Participate in mandatory pre-installation conference:
a. Roofing Installer's Foreman and those responsible for installation of roofing to be in
attendance. Include Shingle Manufacturer's Representative if available.
2. Schedule pre-installation conference at project site after completion of the installation of roof
sheathing but before installation of any roofing system component.
3. In addition to agenda items specified in Section 01 3100, review following:
a. Review if Project is in high wind area.
b. Review if Project could have ice dam problems.
c. Review if Project could have fungus-algae resistance problems.
d. Review Shingle Manufacturer's attic ventilation requirements.
e. Review Shingle Manufacturer's Ambient Conditions requirements.
f. Review existing roof conditions including moisture on deck, protruding deck fasteners,
specified gaps between sheathing, and other items affecting issuance of roofing warranty.
g. Review proper valley, flashing, penetrations, secondary underlayment, sealants, and nailing
requirements.
l h. Review ridge vent installation requirements and roof deck cutout requirements.
i. Review Cleaning and Disposal requirements.
j. Review safety issues.
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1.4 SUBMITTALS
A. Action Submittals:
1. Product Data:
a. Color and style selection.
2. Samples:
a. Full size shingle.
B. Informational Submittals:
1. Certificates:
a. Installers:
1) Provide current Certification for completion of certified training from Shingle
Manufacturer.
2) Installer's signed certificate stating roofing system complies with Contract Documents
performance requirements and work only performed by trained and authorized
personnel in those procedures.
2. Manufacturers' Instructions:
a. Shingle Manufacturer's installation instructions and details for installation of secondary
underlayment at penetrations, dormers, eaves, rakes, etc, to fit environmental conditions at
Project.
3. Qualification Statement:
a. Installer:
1) Provide Qualification documentation if requested by Architect. I
C. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Warranty Documentation:
1) Final, executed copy of Warranty including wind speed coverage.
b. Record Documentation:
1) Manufacturers Documentation:
a) Manufacturer's literature.
b) Color selections.
c) Test and evaluation reports.
2) Roofing Inspection Documentation:
a) Include copy of roof inspection report.
D. Maintenance Material Submittals:
1. Extra Stock Materials:
a. Provide one (1) square minimum of bundled shingles.
1.5 QUALITY ASSURANCE
A. Regulatory Agency Sustainability Approvals:
1. Building Codes:
a. Meet requirements for NFPA 101 Class A roof assembly.
b. Roof system will meet requirements of all federal, state, and local codes having jurisdiction.
2. Fire Characteristics:
a. Provide shingles and related roofing materials with fire-test-response characteristics
indicated, as determined by testing identical products per test method indicated below by UL
/ ULC or another testing and inspecting agency acceptable to authorities having jurisdiction.
Identify materials with appropriate markings of applicable testing and inspecting agency:
1) Exterior Fire-Test Exposure: Class A; UL 790 or ASTM E108, for application and roof
slopes indicated.
a) Materials shall be identified with appropriate markings of applicable testing agency.
3. Impact Resistance:
a. Meet UL 2218 impact resistant testing.
b. Meet UL 2218 Class 4 impact resistant rating for hail.
4. Wind Resistance:
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a. Meet UL 997 and ASTM D3161 for wind resistance.
5. Wind Speed:
a. As required to meet local codes having jurisdiction.
6. Wind Uplift Resistance:
a. Meet UL 580 wind uplift of roof assemblies.
b. Meet UL 1897 uplift test for roof covering systems.
c. Meet ASTM D7158 for wind resistance for uplift force/uplift resistance.
B. Qualifications:
1. Manufacturer:
a. Asphalt Shingles:
1) Asphalt shingles are required to be produced under quality control program
administered by an inspection agency currently accredited by ICBG ES or recognized
by the National Evaluation Service, Inc. Quality control manual developed in
consultation with the approved agency, and complying with ICBG ES Acceptance
Criteria for Quality Control Manuals (AC10), must be submitted.
b. Underlayments:
1) Underlayments are required to be manufactured under an approved quality control
program with inspections by an inspection agency accredited by the International
Accreditation Service (IAS) or otherwise acceptable to ICC-ES.
2) Quality documentation complying with the ICC-ES Acceptance Criteria for Quality
Documentation (AC10) shall be submitted for the roof underlayment.
2. Roof Installer Foreman Qualifications:
a. Requirements of Section 01 4301 applies but not limited to the following:
1) Provide documentation if requested by Architect.
a) Approved and authorized by Roofing Manufacturer to install Manufacturer's
product and eligible to receive Manufacturer's warranty before bid.
b) Completed Shingle Manufacturer's certified trained.
c) Have thorough knowledge of installing asphalt shingle roofing and have minimum
of five (5) years roofing experience.
(1) Current license for the city, county, and state where project is located and license
for specific type of roofing work to be preformed.
e) Roofing Installer's foreman shall be skilled in his trade and qualified to lay out and
supervise the Work.
f) Flashing installation shall be performed by personnel trained and authorized by
Roofing Manufacturer.
I
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Make no deliveries to Project until installation is about to commence, or until approved storage
area is provided.
2. Deliver products job site in original unopened containers or wrappings bearing all seals and
approvals.
3. Deliver materials in sufficient quantities to allow continuity of work.
4. Remove any material not approved from job site.
B. Storage And Handling Requirements:
1. Storage Requirements:
a. General:
1) Follow Manufacturer's instructions and precautions for storage of materials.
b. Protection:
1) Protect roof materials from physical damage, moisture, soiling, and other sources in a
clean, dry, protected location.
c. Stacking:
1) Underlayment: Do not double-stack pallets. Stack rolls upright until installation.
d. Temperature:
1) Underlayment: Store in area with temperature between 40 deg F and 100 deg F
e. Unacceptable Material:
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1) Remove from job site materials that are determined to be damaged by Architect or by
Roofing Manufacturer and replace at no additional cost to Owner.
2. Handling Requirements:
a. Handle rolled goods so as to prevent damage to edge or ends.
1.7 FIELD CONDITIONS
A. Ambient Conditions:
1. General:
a. Proceed with installation only when existing and forecasted weather conditions permit
roofing to be performed according to manufacturer's written instructions and warranty
requirements. 111
2. Shingles:
a. Do not install shingles at lower temperatures than allowed by Shingle Manufacturer for
application.
3. Underlayment:
a. Install self-adhering sheet underlayment within range of ambient and substrate temperatures
recommended by manufacturer.
1.8 WARRANTY
A. Special Warranty: I
1. Shingle Manufacturer's special forty (40) year minimum labor and material warranty written for
VMR program, including but not limited to:
a. CertainTeed:
1) First ten (10) years minimum of warranty will provide for full replacement cost, including
tear-off and disposal, for any failure, including material defects and workmanship.
Remaining thirty (30) years of warranty will provide for pro-rated replacement cost.
b. GAF:
1) First ten (10) years minimum of warranty will provide for full replacement cost, including
tear-off and disposal, for any failure, including material defects and workmanship.
Remaining thirty (30) years of warranty will provide for pro-rated replacement cost.
c. Roofing system will resist blow-offs in winds up to 110 mph (177 kph) for ten (10) years
when installed as specified below.
1) Meet requirements of ASTM D3161 UL Class D.
d. Algae resistance for fifteen (15) years.
2. Roof Installer Workmanship Warranty:
a. Provide ten-year workmanship warranty on roofing system and related components,
including flashings, and responsible for all repairs to roofing system and related components
due to roof installer's own negligence or faulty workmanship.
1) In the event that, during ten-year period following installation, Roof Installer defaults or
fails to fulfill its obligation in relation to workmanship warranty as specified in
Manufacturer's Agreement, Manufacturer will assume that obligation for remainder of
ten-year period following original installation and Owner shall have no obligation to
make or pay for repairs to or materials for roofing system that are necessary due to
Roof Installer's negligence or faulty installation during that period.
PART 2 - PRODUCTS
2.1 SYSTEM
A. Manufacturers:
1. Manufacturer Contact List:
a. CertainTeed Roofing Products, Valley Forge, PA www.certainteed.com.
1) Contact information: Jay Butch, cell (484) 437-0180.
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b. GAF Materials Corp., Wayne, NJ www.gaf.com.
1) Contact information: Jana Barnbrook (888) 532-5767.
B. Components:
1. Shingles And Underlayment:
a. Fiberglass mat shingles meeting or exceeding requirements of ASTM D3018/D3018M, Type
I and UL Class A. Meet requirements of ASTM D3462/D3462M where required by local
codes.
1) Integral algae resistance:
a) Use compatible flashing and trim materials to avoid electrolysis problem with
material used in algae shingles.
2) Color as selected by Architect from Shingle Manufacturer's full color line.
b. Category One VMR Products And Manufacturers. See Section 01 6200 for definitions of
Categories.
1) CertainTeed:
a) Shingles:
(1) Standard Wind: Hatteras/ Landmark Premium.
(2) Hip And Ridge Shingles: Shadow Ridge or Laminate Accessory.
b) Primary Underlayment Under Shingles:
(1) CertainTeed 30 lb felt, Roofers' Select, or UL approved product meeting re-
quirements of ASTM D226/D226M.
or
(2) Synthetic Underlayment: Diamond Deck meeting requirements of ASTM
D226/D226M and ASTM D4869.
c) Secondary Underlayment Under Shingles meeting the requirements of ASTM
D1970: WinterGuard Granular, WinterGuard Sand, or WinterGuard High
Tack/High Temperature.
2) GAF:
a) Shingles:
(1) Standard Wind: Timberline Ultra HD.
(2) Hip And Ridge Shingles: TimberTex or Ridglass as required by GAF for
shingle used.
b) Primary Underlayment Under Shingles:
(1) Shingle-Mate UL approved meeting requirements of ASTM D226/D226M and
ASTM D4869 and requirements of 30 lb felt.
or
(2) Synthetic Underlayment: Tiger Paw meeting requirements of ASTM
D226/D226M and ASTM D4869.
c) Secondary Underlayment Under Shingles meeting requirements of ASTM D1970:
Weatherwatch or StormGuard.
2.2 ACCESSORIES
A. Fasteners:
1. Primary Underlayment:
• a. Corrosion resistant roofing nails with one inch (25 mm) diameter head and 3/4 inch (19 mm)
11 long shank minimum.
1) If shingles applied as underlayment is laid, use metal or plastic head Simplex nails or
one inch (25 mm) long shingle roofing nails.
2) If shingles not applied as underlayment is laid, use plastic head only.
b. Staples not permitted.
2. Shingles:
a. Eleven gauge hot-dipped galvanized roofing nails with 3/8 inch (9.5 mm) nominal diameter
head and of sufficient length to penetrate through roof sheathing 1/4 inch (6 mm) or 3/4 inch
(19 mm) minimum into solid wood decking.
b. Coil type non-corrosive gun-driven nails of same size as hand-driven nails are acceptable.
c. Staples not permitted.
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B. Elastomeric Roofing Sealant: Any Manufacturer's product meeting requirements of ASTM D412 and
acceptable to Shingle Manufacturer.
1. Quality Standard:
a. Flintbond SBS Modified Bitumen Caulk by CertainTeed.
PART 3 - EXECUTION
3.1 INSTALLERS
A. VMR Manufacture's Approved Roofing Installers: See Section 01 4301.
1. Approved Installers:
a. CertainTeed:
1) TBD
2) TBD111
3) TBD
b. GAF:
1) TBD
TBD
TBD
3.2 EXAMINATION
A. Verification Of Conditions:
1. Examine deck to determine if it is satisfactory for installation of roofing system. Conditions
include, but are not limited to, moisture on deck, protruding deck fasteners, specified gaps
between sheathing, and other items affecting issuance of roofing warranty.
2. Report unsatisfactory conditions in writing to Architect.
3. Commencement of Work by installer is considered acceptance of substrate.
3.3 PREPARATION I
A. Protection Of In-Place Conditions:
1. Install only as much roofing as can be made weathertight each day, including flashing and detail
work.
B. Surface Preparation:
1. Remove existing Roofing, Sheathing, Skip Sheathing, Flashing, Roof Accessories as required to
perform work.
2. Clean and remove dirt, shingle nails, and debris, before installation of underlayment.
3. Protect attic and exposed areas from dirt and debris.
3.4 INSTALLATION
A. General:
1. Schedule and execute work without exposing interior building areas to effects of inclement
weather. Protect existing building and its contents against all risks.
B. Underlayment:
1. General:
a. Do not use permanent underlayment installation as temporary roof. If temporary roof is
used, remove completely before installation of permanent underlayment.
b. Follow Shingle Manufacturer's recommendations for installation of primary and secondary
underlayment, particularly at eaves, rakes, and penetrations, unless specified installation
procedures and Contract Drawing details are more stringent.
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c. Weather conditions:
1) Do not leave underlayment exposed to weather more than fourteen (14) days after
beginning of underlayment installation.
2) If underlayment is exposed for more than fourteen (14) days after beginning of
I underlayment installation, treat as temporary roof under first paragraph above.
3) If synthetic Underlayment is used, do not leave underlayment exposed to weather more
than fourteen (14) days even thou manufacture allows longer period of time.
4) If moisture is deposited on exposed underlayment, obtain written approval from Shingle
Manufacturer's Representative before installing shingles.
d. Install valley secondary underlayment, valley primary underlayment, and valley metal after
installation of general secondary underlayment, but before installation of general primary
I underlayment.
2. Primary Underlayment:
a. Apply 36 inch wide courses over complete deck, including areas covered with secondary
underlayment unless specified otherwise.
I 1) Maintain end laps of 8 inches and side laps of 19 inches.
2) Stop primary underlayment between 3 and 6 inches of inside edge of strip of secondary
underlayment installed over edge of formed valley metal.
I 3) If synthetic Underlayment is used, follow Manufacturer's lapping and sealant
recommendations.
b. Nailing Underlayment:
1) Secure primary underlayment to deck with roofing nails one inch if from edge and 18
I inches on center.
2) Do not nail through metal flashing, except drip edge, when installing primary
underlayment.
3) Nails must be driven properly. Improperly driven fasteners such as over-driving, under-
I driving and nails driven at an angle are not permitted.
3. Secondary Underlayment:
a. Under Shingles:
1 1) Lap end joints 6 inches and side joints 3 inch minimum.
2) Apply continuous 12 inches wide strip at edge of eaves and rakes before installing drip
edge.
I 4. Valley Underlayment:
a. Apply three continuous 36 inch wide sheets of secondary underlayment in valley lapped so
as to provide 102 inch wide covered area centered over valley.
b. Install one continuous 36 inch wide strip of primary underlayment atop secondary
I underlayment and centered over valley.
c. Install formed valley metal over strip of primary underlayment.
1) Nail top of each section and lap 8 inches in direction of flow.
2) Seal laps with continuous bead of elastomeric roofing sealant.
3) Secure edges of valley metal with fasteners spaced at 12 inches maximum on center
and approximately 1/2 inch in from edge of metal.
d. Install 12 inches wide strips of secondary underlayment lapping nailed edge of formed valley
Imetal 3 inches.
C. Shingles:
1. Before installing shingles, inspect underlayment and metal installation with Architect and Owner.
Correct improperly installed and damaged material before beginning shingle installation.
2. Starter shingles:
a. Manufacturer's starter shingles are required for Warranty.
b. Install shingles at eve and rakes in accordance with Shingle Manufacturer's instructions.
I c. Cut shingles in accordance with Shingle Manufacturer's instructions, or use approved starter
course.
d. Nail to eave granule side up in continuous mastic bed with cut edge down-slope and edge
overhanging eave 3/8 inch so sealing tabs are at edge of eave.
e. Install shingles with maximum exposure recommended by Shingle Manufacturer.
f. Lay first course directly over starter strip with ends flush with starter strip at eaves and so
I joints in starter strip are offset 4 inches minimum from joints in first course.
3. Lay shingles so end joints are offset in accordance with Shingle Manufacturer's installation
procedures.
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4. Insure alignment by snapping chalk line at least each fifth course to control horizontal and vertical
alignment.
5. Run courses true to line with end joints properly placed. Leave shingles flat without wave and
properly placed.
6. Hip and ridge shingles:
a. Manufacturer's hip and ridge shingles are required for Warranty.
b. Install specified hip and ridge shingles in accordance with Shingle Manufacturer's
instructions.
c. Run ridge shingles as directed by Architect.
7. Nailing:
a. General:
1) Six Nail Pattern as recommended by Shingle Manufacturer in each shingle.
2) Place in relation to top edge of shingle as required by Shingle Manufacturer.
3) Place nails one inch from each end of shingle and remainder evenly spaced between.
4) Should any nail fail to penetrate sheathing by 1/4 inch minimum, drive additional nail
nearby.
b. Nailing guns:
1) Nails must be driven properly. Improperly driven fasteners such as over-driving, under-
driving and nails driven at an angle are not permitted.
2) Adjust nail gun pressure for nailing flush and tight to deck without cutting shingle
surface.
3) Drive nails perpendicular to shingle surface so nail head is flat against shingle.
4) Should any nail fail to penetrate sheathing by 1/4 inch minimum, drive additional nail
nearby.
8. Hand-Sealing:
a. If ambient temperature or exposure to sun will not be sufficient to secure adhesive strip to
under-lying shingle within one week, hand seal shingles with elastomeric roofing sealant.
9. Over valley metal:
a. Do not drive nails through valley metal.
b. Run chalk line so valley metal will be exposed 6 inches wide at top and diverge 3/32 inch per
ft down to eaves.
c. Neatly trim shingles to this line.
d. Seal trimmed shingle edges to valley metal with continuous bead of elastomeric roofing
sealant applied within one inch of shingle edge.
10. Vent pipe sleeve flange:
a. Vent pipe sleeve flange minimum width 6 inches.
b. Fit shingles under lower edge and over sides and upper edge.
c. Set vent pipe flange in elastomeric roofing sealant.
d. Embed shingles in elastomeric roofing sealant where they overlap flange.
e. Apply bead of elastomeric roofing sealant at junction of vent pipe and vent flashing.
D. Roof Louvers:
1. Follow Manufacturer's installation instructions.
3.5 FIELD QUALITY CONTROL
A. Non-Conforming Work:
1. Correct any work found defective or not complying with Contract Document requirements at no
additional cost to the Owner.
3.6 CLEANING I
A. General: I
1. All tools and unused materials must be collected at end of each workday and stored properly off
finished roof surface and protected from exposure to elements.
2. Leave metals clean and free of defects, stains, and damaged finish.
a. Replace fascia metal that is scratched through finish to base metal.
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3. Properly clean finished roof surface after completion.
4. Verify drains and gutters are not clogged.
5. Clean shingles and building of soiling caused by this installation.
6. Clean and restore all damaged surfaces to their original condition.
B. Waste Management:
1. Disposal:
a. All work areas are to be kept clean, clear and free of debris at all times.
b. Do not allow trash, waste, or debris to collect on roof. These items shall be removed from
roof on a daily basis.
c. Remove debris resulting from work of this Section from roof and site. Dispose of or recycle
all trash and excess material in manner conforming to current EPA regulations and local
laws.
END OF SECTION
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SECTION 07 4623
WOOD SIDING
PART 1 -GENERAL '
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install exterior wood siding as described in Contract Documents.
PART 2 - PRODUCTS
1
2.1 MATERIALS
A. Wood: I
1. Cedar, clear grade.
2.2 ACCESSORIES
A. Nails: Non-corrosive, hot-dipped galvanized, or aluminum 8d casing. I
PART 3 - EXECUTION
3.1 INSTALLATION
A. Nail twice at every bearing. Nails shall be well set.
B. Fit siding tightly and neatly against trim and moldings.
C. When no corner boards are used, neatly miter corners.
END OF SECTION
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SECTION 07 5200
MODIFIED BITUMINOUS MEMBRANE ROOFING
PART 1 -GENERAL
I
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install complete three-ply roofing system as described in Contract Documents.
B. Related Requirements:
1. Section 07 6210 or Section 07 6220: Scuppers, gravel stops, and sheet metal work.
1.2 REFERENCES
A. Reference Standards:
1. ASTM International:
a. ASTM C1177 /C1177M-08, 'Standard Specification for Glass Mat Gypsum Substrate for
Use as Sheathing.'
b. ASTM D41-05, 'Standard Specification for Asphalt Primer Used in Roofing, Dampproofing,
and Waterproofing.'
c. ASTM D312-00(2006), 'Standard Specification for Asphalt Used in Roofing.'
111 1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conference:
1. Schedule paving pre-installation conference after installation of roof deck but before application of
roofing system.
2. In addition to agenda items specified in Section 01 3100, review following:
' a. Review safety issues.
1.4 SUBMITTALS
A. Action Submittals:
' 1. Product Data:
a. Manufacturer's literature or cut sheet for each component of system.
B. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Warranty Documentation:
1) Final, executed copy of Warranties.
b. Record Documentation:
1) Manufacturers documentation:
a) Manufacturer's literature or cut sheet.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements:
1. Deliver materials in Manufacturer's original unopened containers and rolls with labels intact and
legible.
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B. Storage And Handling Requirements:
1. Handle rolled goods so as to prevent damage to edge or ends.
2. Store rolled goods on end.
3. Select and operate materials handling equipment so as not to damage existing construction or
applied roofing.
4. Store materials on clean, raised platforms or pallets with weather-protective covering.
5. Provide continuous protection of materials against wetting and moisture absorption. Remove wet
materials from site.
I
1.6 WARRANTY
A. Manufacturer Warranty: I
1. Membrane Manufacturer's 20-year NDL Full System Warranty in favor of Owner for replacement
cost.
B. Special Warranty:
1. Installer's written 2-year warranty, countersigned by Contractor as a joint warrantor. Warranty
shall cover workmanship and materials and repairs or replacement of work at no cost to Owner.
PART 2 - PRODUCTS
2.1 SYSTEM
A. Manufacturers: 1
1. Category Four Approved System Manufacturers. See Section 01 6200 for definitions of
Categories.
a. GAF Materials Corp, Wayne, NJ www.gaf.com.
b. Certainteed Roofing Products Co Inc, Valley Forge, PA www.certainteed.com.
c. Malarkey Roofing Products, Portland, OR www.malarkey-rfg.com.
d. Tamko Asphalt Products, Joplin, MO www.tamko.com.
B. Performance:
1. Design Criteria:
a. Roofing system shall be UL Class A minimum. '
C. Materials:
1. Membranes:
a. Category Four Approved Products. See Section 01 6200 for definitions of Categories.
1) GAF Materials Corp.
a) Base Ply: Modified Base Sheet.
b) Inner Ply: Ruberoid 20.
c) Cap Sheet: Ruberoid MOP FR.
2) Certainteed Roofing Products.
a) Base Ply: Flintlastic FR Base.
b) Inner Ply: Flintlastic FR Base.
c) Cap Sheet: Flintlastic FRP.
3) Malarkey Roofing Products.
a) Base Ply: No. 501 Base Sheet.
b) Inner Ply: No. 603 Sheet.
c) Cap Sheet: No. 625 Paragon SBS Mineral Surfaced Cap Sheet.
4) Tamko Asphalt Products.
a) Base Ply: N-Ply.
b) Inner Ply: Versa-Smooth.
c) Cap Sheet: Versa-Cap FR.
2. Mopping Asphalt:
a. High melt point shall meet requirements of ASTM D312, Type IV.
Modified Bituminous Membrane Roofing -2- 07 5200
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01 0101 May 2012 Tigard Seminary
1) For solid mopping to receive roof insulation Type IV: 50 lbs. (22.7 kg).
2) For mopping base ply to insulation Type IV: 25 lbs. (11.3 kg).
3) For mopping between plies Type IV: 25 lbs. (11.3 kg).
b. Asphalt used shall be labeled as follows:
1) Identification of Manufacturer and Type_
2) Finish blowing temperature. Degrees F (Degrees C).
3) Equiviscous temperature. Degrees F (Degrees C.
4) Flash point. Degrees F (Degrees C).
3. Flashing, Fastening, And Miscellaneous Materials:
a. Primer: Meet requirements of ASTM D41.
b. Flashing: Membrane roof flashing recommended and approved by Membrane Manufacturer.
c. Cant Strips: Perlite.
111 d. Nails:
1) Roofing Nails: One inch head, ring-shank.
2) Concrete or Masonry Nails: Case hardened.
e. Tin Discs: 24 ga (0.61 mm), one inch (25 mm) minimum diameter.
f. Mechanical Fasteners For Insulation (Factory Mutual Approved): As recommended by
Membrane Manufacturer.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Verification Of Conditions:
1. Examine decks for adequacy before commencing work. Requirements shall include:
a. Designed slope.
b. Location of roof drains.
1 c. Smoothness.
d. Moisture conditions.
e. Other conditions incompatible with good roofing practice.
2. Notify Architect in writing of conditions that would limit warranty on part of Manufacturer or
Applicator.
' 3.2 INSTALLATION
A. Interface With Other Work:
1. Coordinate with Sections whose work penetrates roof deck or require men and equipment to
traverse roof deck.
B. General:
I1. Apply roofing only in dry weather.
2. Provide sufficient work force to meet completion requirements specified. Roofing foreman shall
be skilled in his trade and qualified to lay out and supervise the work. He shall be present at
times while work is in progress.
3. Kettles used for heating bitumen shall be equipped with accurate and clearly visible
thermometers. Temperature at mop shall be equiviscous temperature plus or minus 25 deg F
(minus 4 deg C). Temperature shall never reach flash point or be maintained at or above finish
blowing temperature for more than four hours.
4. Do not allow felt machines, high-boys, mop-buckets, tractors, trailers, graveling equipment, etc,
having hard wheels on roof membrane. Do not use equipment that is not approved by Membrane
Manufacturer. Situate equipment and materials in such a manner as to preclude danger,
disturbance, or interference to public safety and traffic, and to not constitute a fire hazard.
C. Wood Deck:
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1. Solid mop base sheet, starting at low points. Lap 3 inches (75 mm) on sides and 6 inches (150
mm) on ends. Roll and broom into place. Turn up layers and trim to top of cant strip on vertical
surfaces. Mop base to cant strips.
2. Mop inner ply and cap sheet to base sheet in same manner with joints staggered.
3. Prevent bitumen, felt, or other debris from entering roof drains or conductors. Bear cost of
cleaning drains found to be clogged from this debris.
4. No phase construction shall be allowed, for example, applying base sheet and later applying
other sheets.
5. Broom plies of felt thoroughly into hot, tacky bitumen full felt width. Roofing having voids is
subject to rejection.
6. Cut out and repair fishmouths, wrinkles, buckles or tears.
7. Install projection flashings for vent pipes.
3.3 CLEAN-UP
A. Remove from job site debris resulting from or incidental to this work. Clean or repair bitumen spills
and damage to Owner's satisfaction.
END OF SECTION
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SECTION 07 6310
1 STEEP SLOPE ROOF FLASHING
1 PART 1 -GENERAL
I1.1 SUMMARY
A. Products Furnished But Not Installed Under This Section:
I 1. Formed Valley Metal.
2. Pipe flashing for vent piping and flues.
3. Saddles and curb flashings.
I B. Related Requirements:
1. Section 07 3113: Installation.
2. Section 07 9213: Quality of sealants.
I 3. Division 22: Plumbing vent piping.
4. Division 23: HVAC flues and air piping.
1.2 REFERENCES
ii
A. Definitions:
1. Base Flashing: That portion of flashing attached to or resting on roof deck to direct flow of water
onto the roof covering.
2. Cap Flashing: Material used to cover top edge of base flashings or other flashings to prevent
water seepage behind base flashing. Cap flashing overlaps base flashing.
3. Collar: Pre-formed flange placed over vent pipe to seal roof around vent pipe opening. Also
called vent sleeve.
4. Drip Edge: Non-corrosive, non-staining material used along eaves and rakes to allow water run-
I off to drip clear of underlying building.
5. Flange: Metal pan extending up and down roof slope around flashing pieces. Usually at
plumbing vents.
6. Flashing: Components used to prevent seepage of water into a building around any intersection
I or projection in a roof such as vent pipes, adjoining walls, and valleys.
7. Metal Flashing: Roof components made from sheet metal that are used to terminate roofing
membrane or other material alongside roof perimeters as well as at roof penetrations.
I 8. Penetration: Any object that pierces surface of roof.
9. Pipe Boot: Prefabricated flashing piece used to flash around circular pipe penetrations. Also
known as a Roof Jack.
10. Roof Jack: Term used to describe a Pipe Boot or Flashing Collar.
I 11. Valley: Internal angle formed by intersection of two sloping roof planes to provide water runoff.
12. Vent: Any outlet for air that protrudes through roof deck such as pipe or stack. Any device
installed on roof, gable or soffit for purpose of ventilating underside of roof deck.
I13. Vent Sleeve: See collar.
B. Reference Standards:
1. ASTM International:
I a. ASTM A653/A653M-11, `Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)
or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process'.
b. ASTM A792/A792M-10, 'Standard Specification for Steel Sheet, 55 % Aluminum-Zinc Alloy-
Coated by the Hot-Dip Process'.
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535-2700-1201-0101 May 4'h, 2012 Tigard Seminary
PART 2 - PRODUCTS
2.1 MATERIALS
A. Manufacturers: '
1. Type Two Acceptable Manufacturers:
a. CMG —Coated Metals Group, Denver, CO www.cmgmetals.com.
b. Englert Inc, Perth Amboy, NJ www.englertinc.com.
c. Drexel Metals, LLC, Ivyland, PA www.drexmet.com.
d. Fabral, Lancaster, PA www.fabral.com.
e. Firestone Metal Products, Anoka, MN www.unaclad.com.
f. MBCI, Houston, TX www.mbci.com.
g. Metal Sales Manufacturing Corp, Sellersburg, IN www.mtlsales.com.
h. Petersen Aluminum Corp, Elk Grove, IL www.pac-clad.com.
i. Ryerson, Chicago, IL www.ryerson.com.
j. Equal as approved by Architect before installation. See Section 01 6200.
B. Formed Valley Metal And Drip Edge:
1. Metal:
a. Steel: Minimum 24 ga, hot-dipped galvanized to meet requirements of ASTM A653/A653M,
1.25 oz/sq ft. or galvalume meeting requirements of ASTM A792/A792M AZ50, 50 ksi.
C. Fabrication: I
1. Valley-ribbed flashing:
a. Form accurately to details. Provide formed valley metal in 10 foot lengths with one inch V
crimp and break in center to match roof slopes.
2. Profiles, bends, and intersections shall be even and true to line.
D. Finishes:
1. Face coating poly vinyledei e Fluoride (PVF2) Resin-base finish (Kynar 500 or Hylar 5000)for coil lk,
coating components containing seventy(70) percent minimum PVF2 in resin portion of formula.
Thermo-cured two coat system consisting of corrosion inhibiting epoxy primer and top coat
factory applied over properly pre-treated metal.
2. Reverse side coating of steel flashings to be thermo-cured system consisting of corrosion
inhibiting epoxy primer applied over properly pre-treated metal.
3. Color as selected by Architect from Manufacturer's standard colors. I
2.2 ACCESSORIES
A. Pipe Flashing For Plumbing Vent Lines and HVAC Air Piping:
1. 24 ga Galvanized steel base with non-fading, sealing, elastomer collar.
2. Flashing base shall be at least 18 by 18 inches. I
3. Category Four Approved System Manufacturers. See Section 01 6200 for definitions of
Categories:
a. IPS Corp, Collierville, TN www.ipscorp.com.
b. Oatey, Cleveland, OH www.oatey.com.
B. Roof Jacks For Metal Flues: Factory-made galvanized steel.
1
PART 3 - EXECUTION
3.1 INSTALLATION
A. Interface With Other Work:
1. Coordinate with pipe installers for proper size of roof jacks and pipe flashing.
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END OF SECTION
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SECTION 07 7123
MANUFACTURED GUTTERS AND DOWNSPOUTS
PART 1 -GENERAL '
1.1 SUMMARY ,
A. Includes But Not Limited To:
1. Furnish and install gutters and downspouts as described in Contract Documents.
1
B. Related Requirements:
1. Section 07 9213: Quality of sealants for joints.
1.2 REFERENCES
A. Reference Standard: I
1. Sheet Metal &Air Conditioning Contractors National Association Inc:
a. SMACNA Architectural Sheet Metal Manual, 6th edition 2003.
1.3 SUBMITTALS
A. Action Submittals:
1. Shop Drawings: Show gutter cross-section, mounting method, gauge of metal, expansion joint
design and locations, and downspout locations minimum.
PART 2 - PRODUCTS
2.1 ASSEMBLIES
A. Manufacturers: I
1. Type Two Acceptable Manufacturers of Metal:
a. CMG — Coated Metals Group, Denver, CO www.cmgmetals.com.
b. Englert Inc, Perth Amboy, NJ www.englertinc.com.
c. Fabral, Jackson, GA www.fabral.com.
d. Firestone Metal Products, Anoka, MN www.unaclad.com.
e. MBCI, Houston, TX www.mbci.com.
f. Metal Sales Manufacturing Corp, Sellersburg, IN www.mtlsales.com.
g. Petersen Aluminum Corp, Elk Grove, IL www.pac-clad.com.
h. Reynolds Metals Company, Richmond, VA www.rmc.com.
i. Ryerson, Chicago, IL www.ryerson.com.
j. Equal as approved by Architect before installation. See Section 01 6200.
B. Materials
1. Steel:
a. Downspouts: Rectangular, 26 ga (0.0217 inches) galvanized steel including necessary
elbows.
b. Gutters: 24 ga (0.0276 inches) galvanized steel.
c. Brackets: 22 ga (0.0336 inches) galvanized steel or 26 ga (0.0217 inches) double-hemmed
minimum.
C. Fabrication: I
Manufactured Gutters And Downspouts - 1 - 07 7123
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1. Fabricate in accordance with SMACNA Architectural Manual recommendations, where
applicable.
2. Cross-sectional configuration of gutter shall be Style A, (Page 1.13 6th Edition) of SMACNA
Architectural Manual.
3. Form accurately to details.
4. Profiles, bends, and intersections shall be even and true to line.
D. Finishes:
I1. Metal exposed to view shall have face coating of polyvinyledene Fluoride(PVF2) Resin-base
finish (Kynar 500 or Hylar 5000) containing seventy (70) percent minimum PVF2 in resin portion
of formula.
a. Thermo-cured two (2) coat system consisting of corrosion inhibiting epoxy primer and top
coat factory applied over properly pre-treated metal.
b. Reverse side coating shall be thermo-cured system consisting of corrosion inhibiting epoxy
primer applied over properly pre-treated metal.
2. Color as selected by Architect from Manufacturer's standard colors.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protection Of In-Place Conditions:
1. Before starting work, verify governing dimensions at building. Inspect for conditions that would
prevent installation of specified system. Do not install over improper conditions.
2. Insulate work from fascia as necessary to prevent electrolytic action.
3.2 INSTALLATION
A. Allow no more than 40 feet between downspouts. Lap joints in downspouts 1-1/2 inches minimum in
direction of water flow.
B. Furnish and install outlet tubes and gutter ends where required. Furnish and install expansion joints in
runs exceeding 50 feet and in runs that are restrained at both ends. Lap other joints in gutter one inch
minimum, apply sealant in lap, and stainless steel rivet one inch on center maximum.
3.3 FIELD QUALITY CONTROL
A. Field Tests:
1. At completion of this work, block downspouts and flood gutters.
2. Notify Architect two (2) working days before testing.
3. Repair leaks and adjust for proper drainage.
3.4 CLEANING
A. Leave metals clean and free of defects, stains, and damaged finish.
END OF SECTION
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SECTION 07 7226
ROOF VENTS I
PART 1 - GENERAL
I
1.1 SUMMARY I
A. Products Furnished But Not Installed Under This Section:
1. Roof louvers. I
B. Related Requirements:
1. Section 07 3113: Installation on Asphalt Shingle roofing.
I
1.2 REFERENCES
A. Definitions: 1
1. Balanced System: Equal amounts of intake net free area ventilation low at roof's edge or in soffit
and exhaust net free area ventilation at or near the ridge.
2. Bernoulli Effect: Phenomenon whereby low pressure resulting from wind passing over a structure
or object creates pulling or lifting action.
3. Exhaust Vent: Outlet or opening installed high on roof near ridge or in gable for purpose of
ventilating underside of roof deck(attic space).
4. External Wind Baffle: Built-in wing or lip on ridge vent that deflects wind up and over vent
creating Bernoulli Effect that enhances airflow performance by pulling or lifting the air out of attic.
It also deflects weather elements over vent away from attic.
5. Intake Vent: Inlet or opening installed low at roof's edge or in soffit or undereave area for
purpose of ventilating underside of roof deck (attic space).
6. Net Free Area (NFA): Total unobstructed area (adjusted for insect screen, louvers and weather
coverings)through which air can pass through a vent; generally measured in square inches. All
non-powered vents have a Net Free Area rating.
7. Stainless Steel: Stainless steels are alloys of iron to which at least 10 percent chromium has
been added to increase corrosion resistance and will not rust when exposed to weather. To
obtaingreater corrosion resistance, more nickel and chromium are added to the alloy. Along with
iron and chromium, all stainless steels contain some carbon to make it stronger.
a. Austenitic Stainless Steel: Most popular of the stainless steels because of their ductility,
ease of working and good corrosion resistance.
8. Vent: Any device installed in a roof, gable or soffit for purpose of ventilating underside of roof
deck. Any outlet for air that protrudes through roof deck such as pipe or stack.
B. Reference Standards: I
1. International Building Code (IBC):
a. Chapter 12, 'Interior Environment':
1) Section 1203, 'Ventilation':
a) 1203.2, 'Attic Spaces'. 111
2. International Code Council Evaluation Services (ICC-ES):
a. AC132, 'Acceptance Criteria For Attic Vents' (February 2010).
3. Underwriters Laboratories (UL): II
a. UL 790, 'Standard Test Methods for Fire Tests of Roof Coverings' (8th Edition).
1.3 ADMINISTRATIVE REQUIREMENTS 1
A. Pre-Installation Conference:
1. Participate in pre-installation conference held jointly with Section 07 3113.
2. In addition to agenda items specified in Section 01 3100, review following:
Roof Vents - 1 07 7226 I
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535-2700-1201-0101 May 4th, 2012 Tigard Seminary
a. Review Roof Louver Manufacturers net free area requirements for correct number of roof
I louvers required for ventilation requirements for project.
b. Review Roof Louver Manufacturers roof louver installation instructions for location
requirements.
1 1.4 SUBMITTALS
I A. Informational Submittals:
1. Manufacturer Instructions:
a. Design details.
I b. Published installation instructions.
c. Storage and handling requirements.
d. Environmental condition requirements.
1.5 QUALITY ASSURANCE
I A. Certifications:
1. Manufacturer's Certificates of compliance.
IPART 2 - PRODUCTS
I2.1 ASSEMBLIES
A. Roof Louvers:
101 1. Heavy duty galvanized steel construction -low profile.
2. Color: Selected by Architect from Manufacturers standard colors to match shingles.
3. Net free area: 50 sq in.
a. Provide required number to provide ventilation required by code.
I 4. Acceptable Product:
a. Model 750-G by Lomanco, Inc. Jacksonville AR www.lomanco.com.
1) Heavy duty galvanized steel construction.
b. Equal as approved by Architect before bidding. See Section 01 6200.
II
B. Soffit Vents:
1. Heavy duty galvanized steel construction -low profile.
I 2. Color: Selected by Architect from Manufacturers standard colors to match shingles.
3. Net free area: 65 sq in.
a. Provide required number to provide ventilation required by code.
4. Acceptable Product:
I a. Model C816 by Lomanco, Inc. Jacksonville AR www.lomanco.com.
1) All-aluminum construction.
b. Equal as approved by Architect before bidding. See Section 01 6200.
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PART 3 - EXECUTION Not Used:
IEND OF SECTION
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SECTION 07 9213
ELASTOMERIC JOINT SEALANTS
PART 1 -GENERAL I
1.1 SUMMARY I
A. Includes But Not Limited To:
1. Furnish and install sealants not specified to be furnished and installed under other Sections.
2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material,
and installation requirements.
B. Related Requirements:
1. Furnishing and installing of sealants is specified in Sections specifying work to receive new
sealants.
1.2 REFERENCES
A. Association Publications:
1. American Architectural Manufacturers Association (AAMA):
a. 'Voluntary Specifications and Test Methods for Sealants'.
2. ASM International:
a. 'Adhesives and Sealants', Volume 3, ASM International Handbook Committee, (May 1999).
b. Committee C24 on Building Seals and Sealants for various Specifications, Guides, Test
Methods, and Practices related to sealant specifying and application.
c. Committee E6 on Building Performance for various Specifications, Guides, Test Methods, 11
and Practices related to sealant use with air barriers, vapor retarders, and exterior enclosure
systems and materials.
3. The Adhesive and Sealing Council, Inc. (ASC) /Sealant, Waterproofing & Restoration Institute
(SWR Institute):
a. 'Sealants: The Professional's Guide'.
b. 'Joint Sealants, Whole Building Design Guide'.
B. Definitions:
1. Adhere: To cause two surfaces to be held together by adhesion.
2. Adhesive: An adhesive, as defined by The American Society for Testing and Materials (ASTM), '
is 'a substance capable of holding materials together by surface attachment'.
3. Caulk: Caulks have variety of definitions but are generally recognized as materials used in
applications where only minor elastomeric properties are needed.
4. Elastomer: Rubbery material which returns to approximately its original dimensions in short time
after relatively large amount of deformation.
5. Flow: Movement of adhesive during bonding process before adhesive is set.
6. Joint: Location at which two substrates are held together with layer of adhesive.
7. Primer: Coating applied to surface, prior to application of an adhesive, to improve performance of
the bond.
8. Sealant. Sealants are generally used in applications where elastic properties are needed while
adhesives are generally used in applications where bonding strength and rigidity are needed.
With technology advancements both sealants and adhesives can be used interchangeably
depending on applications performance requirements.
9. Sealant Types and Classifications:
a. ASTM Specifications:
1) Type:
a) Type S: Single-component sealant.
b) Type M: Multi-component sealant.
2) Grade:
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a) Grade P: Pourable or self-leveling sealant used for horizontal traffic joints.
Sb) Grade NS: Non-sag or gunnable sealant used for vertical and non-traffic joints.
3) Classes: Represent movement capability in percent of joint width.
a) Class 100/50: Sealant that, when tested for adhesion or cohesion under cyclic
' movement shall withstand of at least 100 percent increase and decrease of at least
50 percent of joint width as measured at time of application.
b) Class 50: Sealant that, when tested for adhesion or cohesion under cyclic
movement shall withstand increase and decrease of at least 50 percent of joint
width as measured at time of application.
c) Class 25: Sealant that, when tested for adhesion or cohesion under cyclic
movement shall withstand increase and decrease of at least 25 percent of joint
' width as measured at time of application.
d) Class 12: Sealant that, when tested for adhesion and cohesion under cyclic
movement shall withstand increase and decrease of at least 12 percent of joint
width as measured at time of application.
4) Use:
a) T (Traffic): Sealant designed for use in joints in pedestrian and vehicular traffic
areas such as walkways, plazas, decks and parking garages.
b) NT (Non-Traffic): Sealant designed for use in joints in non-traffic areas.
c) I (Immersion): Sealant that meets bond requirements when tested by immersion
(Immersion rated sealant applications require primer).
d) M (Mortar): Sealant that meets bond requirements when tested on mortar
specimens.
e) G (Glass): Sealant that meets bond requirements when tested on glass
specimens.
f) A (Aluminum): Sealant that meets bond requirements when tested on aluminum
specimens.
g) 0 (Other): Sealant that meets bond requirements when tested on substrates
other than standard substrates, being glass, aluminum, mortar.
b. Federal Specifications:
1) Tvpe:
a) Type I: Self-leveling, pour grade.
(1) Compound which has sufficient flow to give smooth level surface when
applied in horizontal joint at 40 deg F.
b) Type II: Non-sag, gun grade
(1) Compound which permits application in joints on vertical surfaces without
sagging (slumping) at temperatures 40 deg F and 122 deg. F.
c) Type NS: Non-sag, gun grade.
(1) Non-sag shall be a compound which permits application in joints on vertical
surfaces without sagging (slumping) at temperatures between -20 deg F and
122 deg. F.
2) Class:
a) Class A: Compounds resistant to 50 percent total joint movement (includes Type I
and Type II).
(1) Capable of resisting compression-extension cycling of plus and minus 25
percent of nominal half inch width.
b) Class B: Compounds resistant to 25 percent total joint movement (includes Type I
and Type II).
(1) Capable of resisting compression-extension cycling of plus and minus12 1/2
percent of nominal half inch width.
10. Shelf Life: Period of time, usually beginning with date of manufacture, during which stored
adhesive will remain effective or useful.
11. Silicone: Any member of family of polymeric products whose molecular backbone is made up of
alternating silicon and oxygen atoms and which has pendant hydrocarbon groups attached to
silicon atoms. Used primarily as a sealant. Offers excellent resistance to water and large
variations in temperature (minus 100 deg F to+ 600 deg F).
12. Stability: Ability of material to remain unchanged.
13. Storage Life: Period of time during which packaged adhesive can be stored under specified
temperature conditions and remain suitable for use.
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14. Substrate: Material upon surface of which an adhesive-containing substance is spread for any
purpose, such as bonding or coating.
15. Surface Preparation: Physical and /or chemical preparation of substrate to render it suitable for
adhesive joining. Same as substrate preparation or pre-bond preparation.
16. Toxicity: Material shall have no adverse effect on health of personnel when used for its intended
purpose.
C. Reference Standards:
1. ASTM International:
a. ASTM C639-01(2011), 'Standard Test Method for Rheological (Flow) Properties of
Elastomeric Sealants.'
b. ASTM C661-06(2011), 'Standard Test Method for Indentation Hardness of Elastomeric-Type
Sealants by Means of a Durometer'.
c. ASTM C679-03(2009)e1, 'Standard Test Method for Tack-Free Time of Elastomeric
Sealants'.
d. ASTM C719-93(2010), 'Standard Test Method for Adhesion and Cohesion of Elastomeric
Joint Sealants Under Cyclic Movement (Hockman Cycle)'.
e. ASTM C794-10, 'Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants'.
f. ASTM C920-11, 'Standard Specification for Elastomeric Joint Sealants'. 111g. ASTM C1135-00(2011), 'Standard Test Method for Determining Tensile Adhesion Properties
of Structural Sealants'.
h. ASTM C1184-05, 'Standard Specification for Structural Silicone Sealants'.
i. ASTM C1193-09, 'Standard Guide for Use of Joint Sealants'.
j. ASTM C1248-08, 'Standard Test Method for Staining of Porous Substrate by Joint Sealants'.
k. ASTM C1330-02(2007), 'Standard Specification for Cylindrical Sealant Backing for Use with
Cold Liquid Applied Sealants'.
I. ASTM C1481 Standard Guide for Use of Joint Sealants with Exterior Insulation & Finish
Systems (EIFS).
m. ASTM D412-06ae2, 'Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension'.
n. ASTM D2202-00(2010), 'Standard Test Method for Sump of Sealants'.
o. ASTM D2240-05(2010), 'Standard Test Method for Rubber Property-Durometer Hardness'.
2. Federal Specifications:
a. Federal Specification TT-S-001543A (CON-NBS), 'Sealing Compound: Silicone Rubber
Base (for Calking, Sealing & Glazing in Buildings and Other Structures)' (9 Jun 1971).
b. TT-S-00230C (CON-NBS), 'Sealing compound: Elastomeric Type, Single Component (For
Calking, Sealing, And Glazing In Buildings And Other Structures.' (2 Feb 1970).
3. Government Services Administration (GSA), Commercial Item Descriptions (CID):
a. GSA CID A-A-272A, 'Sealing Compound: Silicone Rubber Base (For Caulking, Sealing, and
Glazing in Buildings and Other Structures)'.
b. GSA CID A-A-1556, 'Sealing Compound Elastomeric Type, Single Component (For
Caulking, Sealing, and Glazing in Buildings and Other Structures)'.
1.3 ADMINISTRATIVE REQUIREMENTS I
A. Scheduling:
1. Schedule work so waterproofing, water repellents and preservative finishes are installed after
sealants, unless sealant manufacturer approves otherwise in writing.
2. Ensure sealants are cured before covering with other materials.
1.4 SUBMITTALS I
A. Action Submittals:
1. Product Data:
a. Manufacturer's specifications and other data needed to prove compliance with the specified
requirements.
b. Manufacturer's literature for each Product.
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c. Schedule showing joints requiring sealants. Show also backing and primer to be used.
B. Informational Submittals:
1. Certificates:
a. Manufacturer's Certificate:
1) Certify products are suitable for intended use and products meet or exceed specified
requirements.
2) Certificate from Manufacturer indicating date of manufacture.
2. Manufacturers' Instructions:
a. Manufacturer's installation recommendations for each Product.
b. Manufacturer's installation for completing sealant intersections when different materials are
Ijoined.
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum ten (10) years documented experience.
2. Applicator Qualifications:
a. Company specializing in performing work of this section.
b. Provide if requested, reference of projects with minimum three (3) years documented
experience, minimum three (3) successfully completed projects of similar scope and
complexity, and approved by manufacturer.
c. Designate one (1) individual as project foreman who shall be on site at all times during
installation.
B. Preconstruction Testing:
1. Pre-construction testing is not required when sealant manufacturer can furnish data acceptable to
Architect based on previous testing for materials matching those of the Work.
C. Mockups:
I1. Provide mockups including sealant and joint accessories to illustrate installation quality and color
if requested by Architect or Project Manager.
a. Incorporate accepted mockup as part of Work.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery and Acceptance Requirements:
1. Deliver and keep in original containers until ready for use.
2. Inspect for damage or deteriorated materials.
B. Storage and Handling Requirements:
1. Handle, store, and apply materials in compliance with applicable regulations and material safety
data sheets (MSDS).
' 2. Handle toprevent inclusion of foreign matter, damage by water, or breakage.
3. Store in a cool dry location, but never under 40 deg F or subjected to sustained temperatures
exceeding 90 deg F or as per Manufacturer's written recommendations.
4. Do use sealants that have exceeded shelf life of product.
1.7 FIELD CONDITIONS
' A. Ambient Conditions:
1. Do not install sealant during inclement weather or when such conditions are expected. Allow wet
surfaces to dry.
2. Follow Manufacturer's temperature recommendations for installing sealants.
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1.8 WARRANTY
A. Manufacturer Warranty:
1. Signed warranties against adhesive and cohesive failure of sealant and against infiltration of
water and air through sealed joint for period of three (3) years from date of Substantial
Completion.
a. Manufacturer's standard warranty covering sealant materials.
b. Applicator's standard warranty covering workmanship.
PART 2 - PRODUCTS
2.1 SYSTEMS I
A. Manufacturers:
1. Manufacturer Contact List:
a. Dow Corning Corp., Midland, MI www.dowcorning.com.
b. Franklin International, Inc. Columbus, OH www.titebond.com.
c. GE Sealants &Adhesives (see Momentive Performance Materials Inc.).
d. Laticrete International Inc., Bethany, CT www.laticrete.com.
e. Momentive Performance Materials Inc. (formally GE Sealants &Adhesives), Huntersville,
NC www.siliconeforbuilding.com.
f. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com.
g. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com or Sika Canada Inc, Pointe
Claire, QC www.sika.ca.
h. Tremco, Beachwood, OH www.tremcosealants.com or Tremco Ltd, Toronto, ON (800) 363-
3213.
B. Materials:
1. Design Criteria:
a. Compliance: Meet or exceed requirements of these standards:
1) ASTM C920: Elastomeric joint sealant performance standard.
2) ASTM C639 or ASTM D2202: Flow(sag or slump).
3) ASTM C661 or ASTM D2240: Durometer hardness (shore A).
4) ASTM C679 or ASTM C794: Tack free time.
5) ASTM C719: Joint movement capability.
6) ASTM C1135 or ASTM D412: Tensile adhesion strength.
7) ASTM C1184: Structural silicone sealants.
8) ASTM C1248: Staining.
9) Federal Specification TT-S-001543A.
10) Federal Specification TT-S-00230C.
11) GSA CID A-A-272A.
12) GSA CID A-A-1556.
b. Comply with Manufacturer's ambient condition requirements.
c. Sealants must meet Manufacturer's shelf-life requirements.
d. Sealants must adhere to and be compatible with specified substrates.
e. Sealants shall be stable when exposed to UV,joint movements, and particular environment
prevailing at project location.
f. Primers (Concrete, stone, masonry, and other nonporous surfaces typically do not require a
primer. Aluminum and other nonporous surfaces except glass require use of a primer.
Installer Option to use Adhesion Test to determine if primer is required or use primer called
out in related sections):
1) Adhesion Test:
a) Apply silicone sealant to small area and perform adhesion test to determine if
primer is required to achieve adequate adhesion. If necessary, apply primer at
rate and in accordance with Manufacturer's instructions. See `Field Quality
Control' in Part 3 of this specification for Adhesive Test.
2) If Primer required, shall not stain and shall be compatible with substrates.
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3) Allow primer to dry before applying sealant.
2. Sealants At Exterior Sheet Metal And Miscellaneous:
a. Description:
1) Weathersealing expansion, contraction, perimeter, and other movement joints which
may include all or part of the following for project:
a) Flashings.
b) Gutters.
c) Penetrations in soffits and fascias.
d) Roof vents and flues.
b. Design Criteria:
1) Meet following standards for Sealant:
a) ASTM C920: Type S Grade NS, Class 25 (min) Use A.
c. Category Four Approved Products. See Section 01 6200 for definitions of Categories:
1) Dow Corning: 790 Silicone Building Sealant.
2) Tremco: Tremsil 600 Silicone Sealant.
t
2.2 ACCESSORIES
' A. Bond Breaker Tape:
1. Pressure sensitive tape as by Sealant Manufacturer to suit application.
2. Provide tape to prevent adhesion to joint fillers or joint surfaces at back of joint and allow sealant
movement.
B. Joint Backing:
1. Comply with ASTM C1330.
2. Flexible closed cell, non-gassing polyurethane or polyolefin rod or bond breaker tape as
recommended by Sealant Manufacturer for joints being sealed.
3. Oversized 25 to 50 percent larger than joint width.
C. Joint Cleaner:
1. Non-corrosive and non-staining type as recommended by Sealant Manufacturer, compatible with
' joint forming materials.
D. Masking Tape:
1. Non-staining, non-absorbent tape product compatible with joint sealants and adjacent joint
1 surfaces.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification Of Conditions:
1. Examine substrate surfaces and joint openings are ready to receive Work.
1 a. Verify each sealant is compatible for use with joint substrates.
b. Verify joint surfaces are clean and dry.
c. Ensure concrete surfaces are fully cured.
2. Sealants provided shall meet Manufacturer's shelf-life requirements.
3. Notify Architect of unsuitable conditions in writing.
a. Do not proceed until unsatisfactory conditions are corrected.
4. Commencement of Work by installer is considered acceptance of substrate.
3.2PREPARATION
RE ARATION
A. Surface Preparation:
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B. Joints:
1. Prepare joints in accordance with ASTM C1193.
a. Clean joint surfaces of contaminates capable of affecting sealant bond to joint surface using
Manufacturer's recommended instructions for joint preparation methods.
b. Remove dirt, dust, oils, wax, paints, and contamination capable of affecting primer and
sealant bond.
c. Clean concrete joint surfaces to remove curing agents and form release agents.
C. Protection:
1. Protect elements surrounding the Work of this section from damage or disfiguration.
3.3 APPLICATION I
A. General:
1. Apply silicone sealant in accordance with Manufacturer's instructions.
2. Do not use damaged or deteriorated materials.
3. Install primer and sealants in accordance with ASTM C1193 and Manufacturer's instructions.
4. Apply primer where required for sealant adhesion.
5. Install sealants immediately after joint preparation.
6. Do not use silicone sealant as per the following:
a. Apply caulking/sealant at temperatures below 40 deg F (4 deg C).
b. Below-grade applications.
c. Brass and copper surfaces.
d. Materials bleeding oils, plasticizers, and solvents.
e. Structural glazing and adhesive.
f. Surfaces to be immersed in water for prolonged time.
B. Joint Backing:
1. Install joint backing to maintain sealant joint ratios recommended by Manufacturer.
2. install without gaps, twisting, stretching, or puncturing backing material. Use gage to ensure
uniform depth to achieve correct profile, coverage, and performance.
3. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid
backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch (9 5 mm)
deep.
C. Bond Breaker:
1. Install bond breaker where joint backing is not used or where backing is not feasible. 111
a. Apply bond-breaker tape in shallow joints as recommended by Sealant Manufacturer.
D. Sealant: I
1. Apply sealant with hand-caulking gun with nozzle of proper size to fit joints. Use sufficient
pressure to insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical
joints from bottom to top.
2. Fill joint opening to full and proper configuration.
3. Apply in continuous operation.
4. Tool joints immediately after application of sealant if required to achieve full bedding to substrate
or to achieve smooth sealant surface. Tool joints in opposite direction from application direction,
i.e., in vertical joints, from the top down. Do not'wet tool' sealants.
5. Depth of sealant bite shall be 1/4 inch (6 mm) minimum and 1/2 inch (12.7 mm) maximum, but
never more than one half or less than one fourth joint width.
E. Caulk gaps betweenpainted or coated substrates and unfinished or re-finished substrates. Caulk
9 P P
gaps larger than 3/16 inch (5 mm) between painted or coated substrates.
3.4 TOLERANCES
A. Provide joint tolerances in accordance with Manufacturer's printed instructions. I
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3.5 FIELD QUALITY CONTROL
A. Adhesion Test (Installer Option to use adhesion test to determine if primer is required).
1. Perform adhesion tests in accordance with Manufacturer's instructions and ASTM C1193, Method
A, Field-Applied Sealant joint Hand-Pull Tab:
a. Perform five (5)tests for first 1,000 linear feet (300 meters) of applied silicone sealant and
one (1) test for each 1,000 linear feet(300 meters) seal thereafter or perform one (1) test per
floor per building elevation minimum.
b. For sealants applied between dissimilar materials, test both sides of joints.
2. Sealants failing adhesion test shall be removed, substrates cleaned, sealants re-installed, and re-
testing performed.
3. Maintain test log and submit report to Architect indicating tests, locations, dates, results, and
remedial actions.
3.6 CLEANING
A. Remove masking tape and excess sealant.
B. Clean adjacent materials, which have been soiled, immediately (before setting) as recommended by
Manufacturer.
C. Waste Management: Dispose of products in accordance with manufacturer's recommendation.
END OF SECTION
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DIVISION 09: FINISHES
090000 FINISHES I
092000 PLASTER AND GYPSUM BOARD 1
09 2900 GYPSUM BOARD
099000 PAINTS AND COATINGS I
09 9001 COMMON PAINTING AND COATING REQUIREMENTS
09 9115 EXTERIOR PAINTED WOOD
09 9123 INTERIOR PAINTED GYPSUM BOARD,PLASTER
09 9413 INTERIOR TEXTURED FINISHING
END OF TABLE OF CONTENTS I
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Table of Contents - 1 - Document 09 0000
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SECTION 09 2900
GYPSUM BOARD
PART 1 -GENERAL
I
1.1 SUMMARY
' A. Includes But Not Limited To:
1. Furnish and install gypsum board as described in Contract Documents, except behind ceramic
tile.
1 2. Furnish and install acoustical sealants as described in Contract Documents.
B. Related Requirements:
1. Section 09 9413: Textured finishing.
1.2 REFERENCES
A. Definitions:
1. Accessories: Metal or plastic beads, trim, or moulding used to protect or conceal corners, edges,
' or abutments of the gypsum board construction.
2. Drywall Primer: Paint material specifically formulated to fill the pores and equalize the suction
difference between gypsum board surface paper and the compound used on finished joints,
angles, fastener heads, and accessories and over skim coatings.
3. Skim Coat: Either a thin coat of joint compound trowel applied, or a material manufactured
especially for this purpose and applied in accordance with manufacturer's recommendations,
over the entire surface.
4. Texturing: Regular or irregular patterns typically produced by applying a mixture of joint
compound and water, or proprietary texture materials including latex base texture paint, to a
gypsum board surface previously coated with drywall primer.
B. Reference Standards:
1. ASTM International:
a. ASTM C11-10, 'Standard Terminology Relating to Gypsum and Related Building Materials
' and Systems.'
b. ASTM C475/C475M-02(2007), 'Standard Specification for Joint Compound and Joint Tape
for Finishing Gypsum Board.'
c. ASTM C840-08, 'Standard Specification for Application and Finishing of Gypsum Board.'
d. ASTM C1002-07, 'Standard Specification for Steel Self-Piercing Tapping Screws for the
Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel
Studs.'
e. ASTM C1047-10, 'Standard Specification for Accessories for Gypsum Wallboard and
Gypsum Veneer Base.'
f. ASTM C1178/C1178M-08, 'Standard Specification for Coated Glass Mat Water-Resistant
Gypsum Backing Panel.'
' g. ASTM C1396/C1396M-09a, 'Standard Specification for Gypsum Board.'
h. ASTM E84-10, 'Standard Test Method for Surface Burning Characteristics of Building
Materials.'
ASTM E119-10a, 'Standard Test Method for Fire Tests of Building Construction and
Materials.'
2. Gypsum Association:
a. GA-214-07e, 'Recommended Levels of Gypsum Board Finish.'
b. GA-216-07: 'Application and Finishing of Gypsum Panel Products.'
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c. GA-600-09, 'Fire Reference Design Manual.'
d. GA-801-07, 'Handling and Storage of Gypsum Panel Products: A Guide for Distributors,
Retailers, and Contractors.'
3. Underwriters Laboratories, Inc.
a. UL 263: 'Test Method for Fire Tests of Building Construction and Materials.'
b. UL 723: 'Standard for Safety Test for Surface Burning Characteristics of Building Materials; 1111
Tenth Edition September 10 2008.'
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conference:
1. Schedule pre-installation conference immediately before installation of gypsum wallboard.
1.4 SUBMITTALS I
A. Informational Submittals:
1. Test And Evaluation Reports: 111a. Fire test results or assembly diagrams and numbers confirming products used will provide
required fire ratings with installation configurations used.
1.5 DELIVERY, STORAGE, AND HANDLING
A. General:
1. Following recommendations of GA-801 Guide for Handling and Storage of Gypsum Panel
Products unless local, state or federal laws or agency rules differing from the recommendations
shall take precedence.
B. Delivery And Acceptance Requirements:
1. Deliver materials in original packages, containers, or bundles bearing brand name, applicable
standard designation, and Manufacturer's name.
C. Storage And Handling Requirements:
1. Store material under roof and keep dry and protected against damage from weather,
condensation, direct sunlight, construction traffic, and other causes. Stack gypsum board flat to
prevent sagging.
1.6 FIELD CONDITIONS ,
A. Ambient Conditions:
1. Comply with ASTM C840 or GA-216 requirements, whichever are more stringent:
a. Do not install interior products until installation areas are enclosed and conditioned.
1) Temperature shall be 50 deg F and 95 deg F maximum day and night during entire joint
operation and until execution of Certificate of Substantial Completion.
2) Provide ventilation to eliminate excessive moisture.
3) Avoid hot air drafts that will cause too rapid drying.
b. Do not install panels that are wet, those that are moisture damaged, and those that are mold
damaged. '
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B. Materials: Tigard Seminary
PART 2 -PRODUCTS
I
2.1 MATERIALS
IA. Manufacturers:
1. Manufacturer Contact List:
a. American Gypsum, Dallas, TX www.americangypsum.com.
b. CertainTeed Gypsum, Inc; Tampa, FL www.certainteed.com.
c. Georgia Pacific, Atlanta, GA www.gp.com.
d. National Gypsum, Charlotte, NC www.nationalgypsum.com.
e. Pabco Gypsum, Newark, CA www.pabcogypsum.com.
f. United States Gypsum Co, Chicago, IL www.usg.com.
I
1. Interior Gypsum Board:
a. General:
1) Size:
I
a) Provide maximum lengths and widths available that will minimize joints in each
area and that correspond with support system indicated.
2) Class Two Quality Standard:
I a) Surface paper: Face paper suitable for painting.
b) Long edges: Tapered edge.
c) Overall thickness: 1/2 inch (15.9 mm).
2.2 ACCESSORIES
A. Manufacturers:
1. Manufacturer Contact List:
a. Kinetics Noise Control, Dublin, OH www.kineticsnoise.com.
b. Magnum Products, Lenaxa, KS www.levelcoat.com.
I c. National Gypsum, Charlotte, NC www.nationalgypsum.com.
d. Soundproofing Co, San Marcos, CA www.soundproofing.org.
e. United States Gypsum Co, Chicago, IL www.usg.com.
f. Westpac Materials Inc, Orange, CA www.westpacmaterials.com.
g. Wm. Zinsser&Co, Somerset, NJ www.zinsser.com.
2. Joint Compound:
a. Best grade or type recommended by Board Manufacturer and meeting requirements of
1 ASTM C475/C475M.
1) Use Taping Compound for first coat to embed tape and accessories.
2) Use Taping Compound or All-Purpose Compound for subsequent coats except final
coat.
3) Use Finishing Compound for final coat and for skim coat.
3. Joint Reinforcing:
a. Paper reinforcing tape acceptable to Gypsum Board Manufacturer.
I 4. Fasteners:
a. Bugle head screws meeting requirements of ASTM C1002:
1) Gypsum Board:
a) Type W: For fastening gypsum board to wood members, of length to penetrate
Iwood framing 5/8 inch minimum.
B. Primer/Surfacer On Surfaces To Receive Texturing:
I 1. Type Two Acceptable Products:
a. Sheetrock First Coat by USG.
b. Prep Coat by Westpac Materials.
c. Level Coat by Magnum Products.
111 d. Equal as approved by Architect before bidding. See Section 01 6200.
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PART 3 -EXECUTION
3.1 EXAMINATION
A. Verification Of Conditions: 111
1. Examine substrate and verify framing is suitable for installation of gypsum board.
2. Examine gypsum board before installation. Reject panels that are wet, moisture damaged, and
mold damaged.
3. Notify Architect of unsuitable conditions in writing.
a. Do not install board over unsuitable conditions.
4. Commencement of Work by installer is considered acceptance of substrate.
3.2 INSTALLATION
A. Interface With Other Work: I
1. Coordinate with Division 06 for location of backblocking for edges and ends of gypsum board and
for blocking required for installation of equipment and building specialties.
2. Do not install gypsum board until required blocking is in place.
B. General: Install and finish as recommended in ASTM C840 or GA-216 unless specified otherwise in
this Section. 1
C. Interior Gypsum Board:
1. General:
a. Install so trim and reinforcing tape are fully backed by gypsum board. No hollow spaces
between pieces of gypsum board over 1/8 inch wide before taping are acceptable.
b. Rout out backside of gypsum board to accommodate items that extend beyond face of
framing, but do not penetrate face of gypsum board, such as metal door frame mounting
brackets, etc.
2. Single Layer Application:
a. Use board of length to give minimum number of joints.
b. Butt edges in moderate contact. Do not force in place. Shim to level.
c. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling
surfaces level.
d. Install board tight against support with joints even and true. Tighten loose screws.
3. Fastening:
a. Apply from center of board towards ends and edges.
b. Apply screws 3/8 inch minimum from ends and edges, one inch maximum from edges, and
1/2 inch maximum from ends.
c. Spacing:
1) Ends: Screws not over 7 inches on center at edges where blocking or framing occurs.
2) Wood Framed Walls And Ceilings: Screws 7 inches on center in panel field.
d. Set screw heads 1/32 inch below plane of board, but do not break face paper. If face is
accidentally broken, apply additional screw 2 inches away.
e. Screws on adjacent ends or edges shall be opposite each other.
f. Drive screws with shank perpendicular to face of board.
4. Finishing:
a. General:
1) Tape and finish joints to correspond with final finish material to be applied to gypsum
board. When sanding, do not raise nap of gypsum board face paper or paper-faced
trim.
2) First Coat:
a) Apply tape over center of joint in complete, uniform bed of specified taping
compound and wipe with a joint knife leaving a thin coating of joint compound. If
metal corner bead is used, apply reinforcing tape over flange of metal corner bead
and trim so half of tape width is on flange and half is on gypsum board.
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b) Completely fill gouges, dents, and fastener dimples.
c) Allow to dry and sand lightly if necessary to eliminate high spots or excessive
compound.
3) Second Coat:
a) Apply coat of specified joint compound over embedded tape extending 3-1/2
inches on both sides of joint center. Use finishing compound only if applied coat is
intended as final coat.
b) Re-coat gouges, dents, and fastener dimples.
c) Allow to dry and sand lightly to eliminate high spots or excessive compound.
4) Third Coat: Apply same as second coat except extend application 6 inches on both
sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp
sponge.
5) Fourth Coat: Apply same as second coat except extend application 9 inches on both
sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp
sponge.
l 6) Gypsum Board Surfaces to Receive Vinyl Wall Covering, Acoustic Wall Carpeting,
Multi-Color Coating System, and Painted Texturing, and Smooth Gypsum Board
Surfaces:
a) GA-214-07e Level 4: 'All and interior angles shall have tape embedded in joint
compound and two separate coats of joint compound applied over all flat joints and
one separate coat of joint compound applied over interior angles. Fastener heads
and accessories shall be covered with three separate coats of joint compound. All
joint compound shall be smooth and free of tool marks and ridges. Coat prepared
surface with specified primer.'
3.3 FIELD QUALITY CONTROL
A. Non-Conforming Work:
1. Remove and replace panels that are wet, moisture damaged, and mold damaged.
a. Indications that panels are wet or moisture damaged include, but are not limited to
discoloration, sagging, or irregular shape.
b. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy
surface contamination and discoloration.
3.4 CLEANING
A. Remove from site debris resulting from work of this Section including taping compound spills.
END OF SECTION
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535-2700-1201-0101 May 4th, 2012 Tigard Seminary '
SECTION 09 9001
COMMON PAINTING AND COATING REQUIREMENTS ,
PART 1 -GENERAL i
1.1 SUMMARY I
A. Includes But Not Limited To:
1. Common procedures and requirements for field-applied painting and coating.
B. Related Requirements:
1. Section 07 9213: Quality of Elastomeric Joint Sealants.
2. Sections under 09 9000 heading 'Paints and Coatings'.
a. Pre-Installation conferences held jointly with Section 09 9001.
1.2 REFERENCES r
A. Definitions:
1. Damage Caused By Others: Damage caused by individuals other than those under direct control
of Painting Applicator(MPI(a), PDCA P1.92).
2. Properly Painted Surface:
a. Surface that is uniform in appearance, color, and sheen and free of foreign material, lumps,
skins, runs, sags, holidays, misses, strike-through, and insufficient coverage. Surface free
of drips, spatters, spills, and overspray caused by Paint Applicator. Compliance will be
determined when viewed without magnification at a distance of 5 feet minimum under
normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92).
3. Latent Damage: Damage or conditions beyond control of Painting Applicator caused by
conditions not apparent at time of initial painting or coating work.
B. Reference Standards:
1. The latest edition of the following reference standard shall govern all painting work:
a. MPI(a), 'Architectural Painting Specification Manual' by Master Painters Institute (MPI), as
issued by local MPI Accredited Quality Assurance Association having jurisdiction.
b. MPI(r), 'Maintenance Repainting Manual' by Master Painters Institute (MPI), as issued by
local MPI Accredited Quality Assurance Association having jurisdiction.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-Installation Conferences: I
1. Schedule painting pre-installation conference after delivery of paint or coatings and before or at
same time as application of field samples.
a. Coordinate pre-installation conferences of all related painting and coating Sections under 09
9000 heading 'Paints and Coatings'.
b. Schedule conference before preparation of control samples as specified in Sections under
09 9000 heading 'Paints and Coatings'.
c. Conference to be held at same time as Section 09 2900 to review gypsum board finish
preparation.
2. In addition to agenda items specified in Section 01 3100, review following:
a. Review Quality Assurance for Approval requirements.
b. Review Quality Assurance Field Sample requirements.
c. Review Submittal requirements for compliance for MPI Approved Products.
d. Review Design Criteria requirements.
e. Review Cleaning requirements.
Common Painting And Coating Requirements - 1 - 09 9001111
1 535-2700-1201-0101 May 4th, 2012 Tigard Seminary
f. Review painting schedule.
g. Review safety issues.
3. Review additional agenda items from Sections under 09 9000 heading `Paints and Coatings'.
1.4 SUBMITTALS
A. Action Submittals:
1. Product Data:
a. Include following information for each painting product, arranged in same order as in Project
Manual.
1) Manufacturer's cut sheet for each product indicating ingredients and percentages by
weight and by volume, environmental restrictions for application, and film thicknesses
and spread rates.
2) Provide one (1) copy of'MPI Approved Products List' showing compliance for each MPI
product specified.
a) MPI Information is available from MPI Approved Products List using the following
link: http://www.paintinfo.com/mpi/approved/index.shtml.
3) Confirmation of colors selected and that each area to be painted or coated has color
selected for it.
2. Samples: Provide two 4 inch by 6 inch minimum draw-down cards for each paint or coating color
selected for this Project.
B. Informational Submittals:
1. Manufacturer Instructions:
a. Manufacturer's substrate preparation instructions and application instruction for each
painting system used on Project.
2. Qualification Statement:
a. Applicator:
1111 1) Provide Qualification documentation if requested by Architect or Owner.
C. Closeout Submittals:
1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Record Documentation:
1) Manufacturer's documentation:
a) Manufacturer's cut sheet for each component of each system.
b) Schedule showing rooms and surfaces where each system was used.
1.5 QUALITY ASSURANCE
A. Regulatory Agency Sustainability Approval:
1. Conform to work place safety regulations and requirements of those authorities having jurisdiction
for storage, mixing, application and disposal of all paint and related hazardous materials.
2. Paint and painting materials shall be free of lead and mercury, and have VOC levels acceptable
to local jurisdiction.
3. Master Painters Institute (MPI) Standards:
a. Products: Comply with MPI standards indicated and listed in 'MPI Approved Products List'.
b. Preparation and Workmanship: Comply with requirements in `MPI Architectural Painting
Specification Manual' for products and coatings indicated.
B. Qualifications:
1. Applicator: Requirements of Section 01 4301 applies, but not limited to following:
a. Minimum five (5) years experience in painting installations.
b. Minimum five (5) satisfactorily completed projects of comparable quality, similar size, and
complexity in past three (3) years before bidding.
c. Maintain qualified crew of painters throughout duration of the Work.
d. Upon request, submit documentation.
Common Painting And Coating Requirements -2 - 09 9001
535-2700-1201-0101 May 4th, 2012 Tigard Seminary ,
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements: ,
1. Deliver specified products in sealed, original containers with Manufacturer's original labels intact
on each container.
2. Deliver amount of materials necessary to meet Project requirements in single shipment.
B. Storage And Handling Requirements:
1. Store materials in single place.
2. Keep storage area clean and rectify any damage to area at completion of work of this Section.
3. Maintain storage area at 55 deg F minimum.
1.7 FIELD CONDITIONS
A. Ambient Conditions:
1. Perform painting operations at temperature and humidity conditions recommended by
Manufacturer for each operation and for each product for both interior and exterior work.
2. Apply painting systems at lighting level of 540 Lux(50 foot candles) minimum on surfaces to be
painted.
a. Inspection of painting work shall take place under same lighting conditions as application.
b. If painting and coating work is applied under temporary lighting, deficiencies discovered
upon installation of permanent lighting will be considered latent damage as defined in MPI
Manual, PDCA P1-92.
PART 2 - PRODUCTS
2.1 SYSTEMS11
A. Performance:
1. Design Criteria:
a. Provide materials for use within each coating system that are compatible with one another
and substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
b. All materials, preparation and workmanship shall conform to requirements of'Architectural
Painting Specification Manual' by Master Painters Institute (MPI).
c. All paint manufacturers and products used shall be as listed under Approved Product List
section of MPI Painting Manual.
d. Provide products of same manufacturer for each coat in coating system.
B. Materials:
1. Materials used for any painting system shall be from single manufacturer unless approved
otherwise in writing by painting system manufacturers and by Architect. Include manufacturer
approvals in Product Data submittal.
2. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with
other coating materials, bear identifying labels on containers, and be of highest quality of an
approved manufacturer listed in MPI manuals. Tinting color shall be best grade of type
recommended by Manufacturer of paint or stain used on Project.
PART 3 - EXECUTION
3.1
APPLICATORS
A. Approved Applicators:
1. Meet Quality Assurance Applicator Qualifications as specified in Part 1 of this specification.
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3.2 EXAMINATION
A. Verification Of Conditions:
1. Directing applicator to begin painting and coating work will indicate that substrates to receive
I painting and coating materials have been previously inspected as part of work of other Sections
and are complete and ready for application of painting and coating systems as specified in those
Sections.
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B. Pre-Installation Testing:
1. Before beginning work of this Section, examine, and test surfaces to be painted or coated for
adhesion of painting and coating systems.
I 2. Report in writing to Architect of conditions that will adversely affect adhesion of painting and
coating work.
3. Do not apply painting and coating systems until party responsible for adverse condition has
corrected adverse condition.
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C. Evaluation And Assessment:
1. Report defects in substrates that become apparent after application of primer or first finish coat to
I Architect in writing and do not proceed with further work on defective substrate until such defects
are corrected by party responsible for defect.
I3.3 PREPARATION
A. Protection Of In-Place Conditions:
I 1. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint
surfaces not intended to be painted. These items will not be spelled out in detail but pay special
attention to the following:
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a. Do not paint finish copper, bronze, chromium plate, nickel, stainless steel, anodized
aluminum, or monel metal except as explicitly specified.
b. Keep cones of ceiling speakers completely free of paint. in ail cases where painting of metal
speaker grilles is required, paint without grilles mounted to speakers and without grilles on
I ceiling.
c. On existing work where ceiling is to be painted, speakers and grilles are already installed,
and ceiling color is not being changed, mask off metal grilles installed on ceiling speakers. If
ceiling color is being changed, remove metal grilles and paint, and mask off ceiling
Ispeakers.
B. Surface Preparation:
II 1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for
each painting system specified, unless instructed differently in Contract Documents. Bring
conflicts to attention of Architect in writing.
2. Fill minor holes and cracks in wood surfaces to receive paint or stain.
3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces before
painting or finishing.
4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor during
I rainy or frosty weather. Interior surfaces shall be dry before painting. Moisture content of
materials to be painted shall be within tolerances acceptable to Paint Manufacturer.
5. Sand woodwork smooth in direction of grain leaving no sanding marks. Clean surfaces before
proceeding with stain or first coat application.
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3.4 APPLICATION
IA. Interface With Other Work:
1. Coordinate with other trades for materials and systems that require painting before installation.
I 2. Schedule painting and coating work to begin when work upon which painting and coating work is
dependent has been completed. Schedule installation of pre-finished and non-painted items,
which are to be installed on painted surfaces, after application of final finishes.
ICommon Painting And Coating Requirements -4 - 09 9001
535-2700-1201-0101 May 4th, 2012 Tigard Seminary ,
B. Paint or finish complete all surfaces to be painted or coated as described in Contract Documents,
including but not limited to following items.
1. Paint mechanical, electrical, and audio/visual items that require field painting as indicated in
Contract Documents. These include but are not limited to:
a. Gas pipe from gas meter into building.
b. Mechanical flues and pipes penetrating roof.
C. Apply sealant in gaps 3/16 inch and smaller between two substrates that are both to be painted or
coated. Sealants in other gaps furnished and installed under Section 07 9213. 1
D. Spread materials smoothly and evenly. Apply coats to not less than wet and dry film thicknesses and
at spreading rates for specified products as recommended by Manufacturer.
E. Touch up suction spots after application of first finish coat.
F. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats. '
G. Use fine sandpaper between coats as necessary to produce even, smooth surfaces.
H. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping. t
I. Finished work shall be a 'Properly Painted Surface' as defined in this Section.
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3.5 FIELD QUALITY CONTROL
A. Non-Conforming Work: ,
1. Correct deficiencies in workmanship as required to leave surfaces in conformance with 'Properly
Painted Surface,' as defined in this Section.
2. Correction of'Latent Damage' and 'Damage Caused By Others,' as defined in this Section, is not
included in work of this Section.
3.6 CLEANING I
A. General:
1. As work proceeds and upon completion of work of any painting Section, remove paint spots from
floors, walls, glass, or other surfaces and leave work clean, orderly, and in acceptable condition.
B. Waste Management:
1. Remove rags and waste used in painting operations from building each night. Take every
precaution to avoid danger of fire.
2. Paint, stain and wood preservative finishes and related materials (thinners, solvents, caulking,
empty paint cans, cleaning rags, etc.) shall be disposed of subject to regulations of applicable
authorities having jurisdiction.
3. Remove debris caused by work of paint Sections from premises and properly dispose.
4. Retain cleaning water and filter out and properly dispose of sediments.
END OF SECTION
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Common Painting And Coating Requirements -5- 09 9001
1 535-2700-1201-0101 May 4th, 2012 Tigard Seminary
SECTION 09 9115
EXTERIOR PAINTED WOOD
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Preparing and painting new exterior wood surfaces as described in Contract Documents.
2. Preparing and painting existing exterior wood surfaces listed below as described in Contract
Documents:
a. Existing Siding as shown on Drawings.
B. Related Requirements:
1. Section 09 9001: 'Common Painting And Coating Requirements':
a. Pre-installation conference for Sections under 09 9000 heading `Paints and Coatings'.
1.2 ADMINISTRATIVE REQUIREMENTS
' A. Pre-Installation Conferences:
1. Participate in pre-installation conference as specified in Section 09 9001.
PART 2 - PRODUCTS
' 2.1 SYSTEM
A. Manufacturers:
1. Category Four Approved Products and Manufacturers. See Section 01 6200 for definitions of
Categories:
a. Products listed in edition of MPI Approved Product List current at time of bidding and later
are approved, providing they meet VOC requirements in force where Project is located.
B. Description:
1. New Surfaces: Use MPI(a) EXT 6.3A or 6.3L Latex Finish systems.
2. Previously Finished Surfaces: Use MPI(r) REX 6.3A of 6.3L Latex Finish system.
C. Performance:
1. Design Criteria:
' a. New Surfaces: MPI Premium Grade finish requirements.
b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements.
c. Sound Existing Surfaces: MPI Custom Grade finish requirements.
' d. Gloss/ Sheen Level Required: Gloss Level 5.
D. Materials:
1. Primers:
a. Alkyd Primer: MPI Product 5: 'Primer, Alkyd/Oil for Exterior Wood'.
b. Latex Primer: MPI Product 6: 'Primer, Latex for Exterior Wood'.
2. Finish Coats: MPI Product 11: `Latex, Exterior Semi-Gloss (MPI Gloss Level 5)'.
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535-2700-1201-0101 May 4th, 2012 Tigard Seminary ,
EXECUTION
2.2 APPLICATION
A. General: See appropriate paragraphs of Section 09 9001. '
B. New Surfaces: Prime and finish coat exterior woodwork within two weeks of installation, or prime
exterior woodwork before installation if application of complete paint system cannot be accomplished
within two weeks of installation of woodwork.
C. Existing Painted Surfaces:
1. Remove deteriorated and chalked existing paint down to sound substrate by scraping and
sanding. Feather edges of existing paint by sanding to be smooth with adjacent surfaces. Spot
prime bare wood areas.
2. Remove loose and split existing caulking and putty. Spot prime these areas and replace caulking
and putty.
3. Clean existing sound painted surfaces as well as scraped and sanded existing painted surfaces
as recommended by Paint Manufacturer.
4. Prime scraped and sanded areas.
5. Apply specified finish coats.
END OF SECTION
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I535-2700-1201-0101 May 4th, 2012 Tigard Seminary
SECTION 09 9123
IINTERIOR PAINTED GYPSUM BOARD, PLASTER
IPART 1 -GENERAL
I1.1 SUMMARY
A. Includes But Not Limited To:
I 1. Preparing, priming, and finish painting new interior gypsum board and plaster surfaces as
described in Contract Documents.
2. Preparing and painting following existing interior gypsum board and plaster surfaces as described
in Contract Documents:
Ia. Interior Wall shown on drawings adjacent to infill.
B. Related Requirements:
1 1. Section 09 9001: 'Common Painting And Coating Requirements':
a. Pre-installation conference for Sections under 09 9000 heading 'Paints and Coatings'.
2. Section 09 9413: Textured finishes.
1.2 ADMINISTRATIVE REQUIREMENTS
IA. Pre-installation Conferences:
1. Participate in pre-installation conference as specified in Section 09 2900.
a. In addition to agenda items specified in Section 01 3100 and Section 09 2900, review
following:
III1) Review finish level requirements of gypsum wallboard as specified in Section 09 2900.
2. Participate in pre-installation conference as specified in Section 09 9001.
IPART 2 - PRODUCTS
2.1 SYSTEM
A. Manufacturers:
I1. Category Four Approved Manufacturers and Products. See Section 01 6200 for definitions of
Categories.
a. Products listed in edition of MPI Approved Product List current at time of bidding and later
are approved, providing they meet VOC requirements in force where Project is located.
I
B. Description:
1. Surfaces:
I a. New Surfaces: Use MPI(a) INT 9.2B Latex Finish system.
b. Previously Finished Work: Use MPI(r) RIN 9.2B Latex Finish system.
C. Performance:
1 1. Design Criteria:
a. New Surfaces: MPI Premium Grade finish requirements.
b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements.
I c. Sound Existing Surfaces: MPI Custom Grade requirements.
d. Gloss/Sheen Required:
1) To Match Existing adjacent wall surface.
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D. Materials:
1. Primers:
a. MPI Product 50, 'Primer Sealer, Latex, Interior'.
2. Finish Coats:
a. Remaining Painted Surfaces:
1) MPI Product 141, 'Latex, Interior, High Performance Architectural, Semi-Gloss (to
match existing)'.
PART 3 - EXECUTION
3.1 APPLICATION '
A. General: See appropriate paragraphs of Section 09 9001.
B. New Surfaces:
1. Primer: Apply primer to be covered with other paint coats with roller only, or with spray gun and
back-rolled.
C. Existing Painted Surfaces:
1. Remove deteriorated existing paint down to sound substrate by scraping or sanding. Feather
edges of existing paint by sanding to be smooth with adjacent surfaces.
2. Clean surface with mild soap and water, or with tri-sodium phosphate (TSP). Wash surfaces that
have been defaced with marking pens, crayons, lipstick, etc, with solvent recommended by Paint
Manufacturer. Spot prime such surfaces.
3. Spackle and tape cracks. Sand to smooth finish and spot prime.
4. Sand or chemically etch existing painted surface as required to prepare surface to accept new
paint.
5. Re-clean surface.
11
S. Apply primer coat.
7. Apply finish coats.
END OF SECTION
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Interior Painted Gypsum Board, Plaster -2 - 09 9123
535-2700-1201-0101 May 4th, 2012 Tigard Seminary
SECTION 09 9413
' INTERIOR TEXTURED FINISHING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and apply texturing on walls and ceilings as described in Contract Documents.
B. Related Requirements:
1. Section 09 2900: Priming.
' 2. Section 09 9001: 'Common Painting And Coating Requirements':
a. Pre-installation conference for Sections under 09 9000 heading `Paints and Coatings'.
3. Section 09 9123: Finish painting.
1.2 REFERENCES
A. Definitions:
1. Drywall Texture: Compound sprayed onto sheetrock after taping and floating of joints is
complete. Uses same material as joint compound, but thinned down with water and applied to
wall surface:
a. Orange Peel: Sprayed texture leaves light to heavy splatter on walls. Resembles peel of
orange. If done with fine spray, can be one of the lightest, least noticeable of the texture
styles.
b. Smooth - Smooth application of texture over sheetrock wall that feathers out sheetrock
joints, and creates even, non-textured wall.
PART 2 - PRODUCTS
2.1 SYSTEM
A. Manufacturers:
' 1. Manufacturer Contact List:
a. National Gypsum, Charlotte, NC www.nationalgypsum.com.
b. U S Gypsum Co, Chicago, IL www.usg.com.
B. Performance:
1. Design Criteria:
a. Match existing adjacent wall.
C. Materials:
1. Class Two Quality Standards: See Section 01 6200.
a. ProForm Perfect Spray EM/HF by National Gypsum.
b. Sheetrock Wall & Ceiling Texture by U S Gypsum.
PART 3 - EXECUTION
' 3.1 APPLICATION
A. Location:
Interior Textured Finishing - 1 - 09 9413
535-2700-1201-0101 May 4th, 2012 Tigard Seminary ,
1. As shown on drawings. If any question, contact Architect for direction.
B. After gypsum board is taped, sanded, and primed, apply texture. ,
END OF SECTION '
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Interior Textured Finishing -2 - 09 9413
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DIVISION 22: PLUMBING
223000 PLUMBING EQUIPMENT
22 3430 RESIDENTIAL GAS DOMESTIC WATER HEATERS
END OF TABLE OF CONTENTS
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535-2700-1201-0101 May 4th, 2012 Tigard Seminary '
SECTION 22 3430
RESIDENTIAL GAS DOMESTIC WATER HEATERS ,
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install storage type water heater Anchoring Components as described in Contract
Documents.
PART 2 - PRODUCTS
2.1 ACCESSORIES
A. Anchoring Components:
1. One inch by 18 ga (25 by 1.2 mm) galvanized steel straps.
2. No. 10 by 2-1/2 inch (64 mm) screws. I
PART 3 - EXECUTION
3.1 INSTALLATION
1111 A. Anchor water heaters to wall using two anchoring straps and specified screws.
END OF SECTION 1
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Residential Gas Domestic Water Heaters - 1 - 22 3430
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DIVISION 23: HEATING, VENTILATING, AND
AIR - CONDITIONING
231000 FACILITY FUEL SYSTEMS
23 1123 FACILITY NATURAL GAS PIPING
END OF TABLE OF CONTENTS
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535-2700-1201-0101 May 4th, 2012 Tigard Seminary
SECTION 231123
FACILITY NATURAL-GAS PIPING ,
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install gas piping and fittings as described in Contract Documents.
PART 2 -PRODUCTS
2.1 SYSTEM
A. Materials:
1. Flexible Connector:
a. Type 304 stainless steel corrugated tube coated for corrosion protection.
b. Category Four Approved Products. See Section 01 6200 for definitions of Categories:
1) Dormont Supr-Safe.
2) BrassCraft Procoat.
2.2 FIELD QUALITY CONTROL
A. Field tests: le
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1. Subject all portions of gas piping system, in sections or in entirety, to air pressure of 75 psig and 1
prove airtight for 4 hours.
2. Disconnect equipment not suitable for 75 psig pressure from piping system during test period.
END OF SECTION
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Facility Natural-Gas Piping - 1 - 23 1123