DACC Main Campus Roof Replacement – Various …...D. The contractor shall erect and maintain, as required by existing conditions and performance of the contract, reasonable safeguards

Project Manual for

DACC Main Campus Roof Replacement – Various Buildings

DACC Technical Trades Building DACC Classroom Building

DACC Learning Resources Building

NEW MEXICO STATE UNIVERSITY LAS CRUCES, NM

May 22, 2017

100% CONSTRUCTION DOCUMENTS

NINE DEGREES ARCHITECTURE

+ DESIGN, INC.

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DACC MAIN CAMPUS ROOF REPLACEMENT VARIOUS BUILDINGS DACC Technical Trades Building DACC Classroom Building DACC Learning Resources Building

NEW MEXICO STATE UNIVERSITY Las Cruces, NM BIDDING DOCUMENTS (BY NMSU) CONTRACT FORMS (BY NMSU) CONTRACT CONDITIONS (BY NMSU)

TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section 011000 – Summary Section 012200 – Unit Prices Section 012300 – Alternates Section 012500 – Substitution Procedures Section 012600 – Contract Modification Procedures Section 012900 – Payment Procedures Section 013100 – Project Management and Coordination Section 013200 – Construction Progress Documentation Section 013300 – Submittal Procedures Section 014000 – Quality Requirements Section 015000 – Temporary Facilities and Controls Section 016000 – Product Requirements Section 017300 – Execution

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Section 017700 – Closeout Procedures Section 017823 – Operation and Maintenance Data Section 017839 – Project Record Documents

DIVISION 5 - METALS Section 055000 – Metal Fabrications DIVISION 6 - WOOD AND PLASTICS Section 061053 – Miscellaneous Rough Carpentry DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 070150 – Preparation for Reroofing Section 072200 – Roof Deck and Insulation Section 072419 – Polymer Based Exterior Insulation and Finish System Section 077260 – Roof Hatch Safety Rail System Section 075423 – Thermoplastic Polyolefin (TPO) Roof Section 076200 – Sheet Metal Flashing and Trim Section 077100 – Manufactured Roof Specialties Section 079200 – Joint Sealants Section 086200 – Unit Skylights DIVISION 9 - FINISHES Section 092200 – Portland Cement Plaster Section 099000 – Painting END OF TABLE OF CONTENTS


SUMMARY 011000 - 1

SECTION 011000

SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Use of premises.

4. Owner's occupancy requirements.

5. Work restrictions.

6. Specification formats and conventions.

B. Related Sections include the following:

1. Division 01 Section "Temporary Facilities and Controls" for limitations and procedures

governing temporary use of Owner's facilities.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: DACC Main Campus Roof Replacement – Various Buildings

1. Project Location: Las Cruces, New Mexico

B. Owner: New Mexico State University

1. Owner's Representative: Leo Lucero, Project Manager

Facilities and Services Department

C. Architect: NINE DEGREES Architecture + Design, Inc.

D. Contractor: _________________________________________ has been engaged as Contractor

for this Project.

E. Construction Manager: N/A.

F. Project Manager: Leo Lucero


SUMMARY 011000 - 2

G. Work shall also include all HVAC and electrical, piping disconnect and re-connection.

Installation shall be as per NRCA, SMACNA, ANSI/SPRI, specifications, details and

manufacturer's guidelines.

1.4 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract for all four roofs in same time frame

from date of notice to proceed, to final completion.

1.5 USE OF PREMISES

A. General:

1. Contractor shall have full use of premises for construction operations, including use of

Project site, during construction period. Contractor's use of premises is limited only by

Owner's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of premises to exterior of buildings and roof. Do not disturb portions of

Project site beyond areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public.

2. Driveways and Entrances: Keep driveways and entrances serving premises clear and

available to Owner, Owner's employees, and emergency vehicles at all times. Do not use

these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of

materials and equipment on-site.

C. Use of Existing Buildings:

1. Maintain existing building in a weather-tight condition throughout roofing activities until

roofs have been accepted by Owner/Architect.

2. Repair damage caused to roofs, buildings, landscaping, sidewalks and asphalt roads by

construction operations. Protect existing facilities and its occupants during roofing

activities.

1.6 OWNER'S OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: Owner will occupy site and existing building during entire construction

period. Cooperate with Owner during construction operations to minimize conflicts and

facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day

operations. Maintain existing exits, unless otherwise indicated.

1. The Contractor is advised that the Owner will occupy the buildings at all times, and the

Contractor must provide all safeguards required to protect personnel and to keep noise

levels as low as reasonably possible for each operation.


SUMMARY 011000 - 3

2. Maintain access to existing walkways, corridors, and other adjacent occupied or used

facilities. Do not close or obstruct walkways, corridors, or other occupied or used

facilities without written permission from Owner and authorities having jurisdiction.

3. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's

operations.

4. The Contractor shall:

a. Coordinate work in such a manner as to not interfere with the normal operation of

the building.

b. Assume full responsibility for protection and safekeeping of products stored on

premises.

c. Agree to hold the Owner harmless in any and all liability of every nature and

description that may be suffered through bodily injuries, including death of any

persons by reason of negligence of the Contractor, agents, employees,

subcontractors and vendors.

d. The Contractor and all subcontractors shall take all necessary precautions to

prevent the use of alcoholic beverages and control substances on the Owner’s

premises.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed inside the existing building during

normal business working hours of 7:30 a.m. to 11 p.m., Monday through Friday, except

otherwise indicated.

1. Weekend Hours: 8 a.m. to 7 p.m.

2. Hours for Utility Shutdowns: coordinate with Owner.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or

others unless permitted under the following conditions and then only after arranging to provide

temporary utility services according to requirements indicated:

1. Notify Architect and Owner not less than two days in advance of proposed utility

interruptions.

2. Do not proceed with utility interruptions without Owner's written permission.

C. A Working Day: Is defined as a calendar day, not including Saturdays, Sundays, or legal holidays, in which weather or other conditions not under the control of the company will permit the performance of the principal units of work underway for a continuous period of not less than seven (7) hours between 7:00 A.M. and 6:00 P.M. For every Saturday on which the company chooses to work, one day will be charged against the working time when weather conditions will permit seven (7) hours of work as delineated above. A principal unit of work shall be that unit which controls the completion time of the agreement. Nothing in this item shall be construed as prohibiting the company from working on Saturdays if it so desires. If Sunday work is permitted by the Owner, working time will be charged on the same basis as weekdays.

1.8 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the

50-division format and CSI/CSC's "MasterFormat" numbering system.


SUMMARY 011000 - 4

1. Section Identification: The Specifications use Section numbers and titles to help cross-

referencing in the Contract Documents. Sections in the Project Manual are in numeric

sequence; however, the sequence is incomplete because all available Section numbers are

not used. Consult the table of contents at the beginning of the Project Manual to

determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in

the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and

the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words

shall be interpreted as plural and plural words shall be interpreted as singular where

applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for

clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by

others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context,

are implied where a colon (:) is used within a sentence or phrase.

1.9 PROTECTION OF PERSONS AND PROPERTY

A. Safety Precautions and Programs: The contractor shall be responsible for initiating,

maintaining and supervising all safety precautions and programs in connection with the

performance of the Contract.

B. Safety of Persons and Property: The contractor shall take reasonable precautions for

safety of, and shall provide reasonable protection to prevent damage, injury or loss to:

1. Employees on the work and other persons who may be affected thereby.

2. The work, materials and equipment to be incorporated therein, whether in stor-

age on or off the site, under care, custody or control of the contractor or

the contractor’s Subcontractors or Sub-subcontractors.

3. Other property at the site or adjacent thereto, such as trees, shrubs, lawns,

walks, pavements, roadways, structures and utilities not designated for re-

moval, relocation or replacement in the course of construction.

4. The Contractor and all Subcontractors shall take all necessary precautions to keep

the premises free of fire and safety hazards. The Contractor shall prevent all agents,

employees, licensees and invitees of the contractor from smoking on the Owner’s

premises.

5. The Contractor shall provide 6’ chainlink fence with gates as needed for staging

areas and office trailer.

C. The contractor shall give notices and comply with applicable laws, ordinances, rules,

regulations and lawful orders of public authorities bearing on safety of persons or property

or their protection from damage, injury or loss.


SUMMARY 011000 - 5

D. The contractor shall erect and maintain, as required by existing conditions and performance of

the contract, reasonable safeguards for safety and protection, including posting danger signs

and other warnings against hazards, promulgating safety regulations and notifying owners

and users of adjacent sites and utilities.

E. The contractor shall comply to all OSHA requirements and any other local, state or federal

regulations pertaining to protection and safety of persons or property. All equipment to be

used for this project shall comply with OSHA standards.

F. The contractor and all Subcontractors shall take all necessary precautions to keep the premises

free of fire and safety hazards. The contractor shall prevent all agents, employees,

licensees and invitees of the contractor from smoking on the Owner’s premises and from

operating or using any flame, sparks or explosion hazard producing devices anywhere on

or about the premises without the written approval of the Owner’s representative.

G. The contractor shall designate a responsible member of the contractor’s organization at

the site whose duty shall be the prevention of accidents. This person shall be the contractor’s

superintendent unless otherwise designated by the contractor in writing to the Owner’s

representative.

H. The contractor shall not load or permit any part of the construction or site to be loaded so

as to endanger its safety.

I. The contractor shall at all times keep the heating tar kettle secured with a 6’ high chainlink

fence with door size as required. Door shall be maintained closed at all times and locked after

hours of operation.

1.10 SAFETY

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000


UNIT PRICES 012200 - 1

SECTION 012200

UNIT PRICES

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices.


1. Division 01 Section "Contract Modification Procedures" for procedures for submitting

and handling Change Orders.

2. Division 01 Section "Quality Requirements" for general testing and inspecting

requirements.

1.3 DEFINITIONS

A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of

measurement for materials or services added to or deducted from the Contract Sum by

appropriate modification, if estimated quantities of Work required by the Contract Documents

are increased or decreased.

1.4 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance,

overhead, and profit.

B. Measurement and Payment: Refer to individual Specification Sections and this section for work

that requires establishment of unit prices. Methods of measurement and payment for unit prices

are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use

of established unit prices and to have this work measured, at Owner's expense, by an

independent surveyor acceptable to Contractor.

D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections referenced

in the schedule contain requirements for materials described under each unit price.




PART 3 - EXECUTION

A. Unit Price No. One (1) – Repair of existing Metal Deck Type “B”

1. Description: Contractor shall propose a Unit Price for the repair of the existing roof

metal deck. This item shall be utilized once the existing roofing system is removed and

the condition of the metal deck is exposed.

2. Unit of Measurement: Cost-per-square-foot.

3. Metal Deck Repair Procedures:

a. Field verify and document extent of damaged roof deck.

b. Remove damaged roof deck to nearest solid area of deck (min. 20 ga.) and nearest

roof joist.

c. Provide patch of same metal roof deck section, gauge and material as existing;

provide minimum 6” overlap on all sides between deck patch and existing roof

deck.

d. Attach metal roof deck patch to existing roof deck with zinc-coated tek 5 screws,

minimum one screw per deck rib.

___________ per square foot (Metal Deck Type B)

___________ per square 100 sq ft (Metal Deck Type B)

B. Unit Price No. Two (2) – Repair of existing Metal Deck Type “A”

1. Description: Contractor shall propose a Unit Price for the repair of the existing roof

metal deck. This item shall be utilized once the existing roofing system is removed and

the condition of the metal deck is exposed.


3. Metal Deck Repair Procedures:

a. Field verify and document extent of damaged roof deck.

b. Remove damaged roof deck to nearest solid area of deck (min. 22 ga.) and nearest

roof joist.

c. Provide patch of same metal roof deck section, gauge and material as existing;

provide minimum 6” overlap on all sides between deck patch and existing roof

deck.

d. Attach metal roof deck patch to existing roof deck with zinc-coated tek 5 screws,

minimum one screw per deck rib.

___________ per square foot (Metal Deck Type A)

___________ per square 100 sq ft (Metal Deck Type A)

C. Unit Price No. Three (3) – Repair of existing EIFS Insulation:

1. Description: Contractor shall propose a Unit Price for the repair of the existing EIFS.

This item shall be utilized once the existing roofing system is removed and the condition

of the insulation board is exposed.




3. Insulation Repair Procedures:

a. Field verify and document extent of damaged insulation and finish system.

b. Remove damaged insulation to nearest solid area of insulation.

c. Provide patch of EIFS Insulation. Cut 6” further of damaged area in square

position.

d. Attach insulation board into existing wall with zinc-coated plates and screws with

minimum of five per patch. One at each corner and one on center. Finish patch to

match adjacent system thickness, color, and texture.

___________ per square foot

___________ per square 100 sq ft

D. Unit Price No. Three (4) – Repair of existing 3-COAT Stucco Plaster System over gypsum

sheathing:

1. Description: Contractor shall propose a Unit Price for the repair of the existing stucco

plaster system. This item shall be utilized once the existing roofing system is removed

and the condition of the stucco plaster system is examined.


3. Plaster Replacement/ Repair Procedures:

a. Field verify and document extent of damaged stucco plaster system.

b. Remove damaged stucco plaster to nearest solid area of insulation.

c. Provide patch of 3-coat stucco system. Cut 6” further of damaged area in square

position.

___________ per square foot

___________ per square 100 sq ft



ALTERNATES 012300 - 1

SECTION 012300

ALTERNATES

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined

in the Bidding Requirements that may be added to or deducted from the Base Bid amount if

Owner decides to accept a corresponding change either in the amount of construction to be

completed or in the products, materials, equipment, systems, or installation methods described

in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract

Sum to incorporate alternate into the Work. No other adjustments are made to the

Contract Sum.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate

work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar

items incidental to or required for a complete installation whether or not indicated as part

of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in

writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or

deferred for later consideration. Include a complete description of negotiated modifications to

alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections

referenced in schedule contain requirements for materials necessary to achieve the work

described under each alternate.


ALTERNATES 012300 - 2


PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. One (1): Roof Replacement for Classroom Building as noted on plans. Include

removal and re-installation of equipment, extension of vents, extension of heat stacks,

installation of new metal coping and miscellaneous work. Refer to plans and specs for further

insight and clarification of scope of work included in this alternate.



SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500

SUBSTITUTION PROCEDURES

PART 1 - GENERAL




1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable

product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from

those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to

changed Project conditions, such as unavailability of product, regulatory changes, or

unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not

required in order to meet other Project requirements but may offer advantage to

Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product

or fabrication or installation method to be replaced. Include Specification Section number and

title, Drawing numbers and titles.

1. Substitution Request Form: Use CSI Form 13.1A.

2. Documentation: Show compliance with requirements for substitutions and the following,

as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be

provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other

parts of the Work and to construction performed by Owner and separate

contractors that will be necessary to accommodate proposed substitution.



c. Detailed comparison of significant qualities of proposed substitution with those of

the Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes such as performance, weight, size,

durability, visual effect, sustainable design characteristics, warranties, and specific

features and requirements indicated. Indicate deviations, if any, from the Work

specified.

d. Product Data, including drawings and descriptions of products and fabrication and

installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners.

h. Material test reports from a qualified testing agency indicating and interpreting test

results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project,

from International Building Code 2006.

j. Detailed comparison of Contractor's construction schedule using proposed

substitution with products specified for the Work, including effect on the overall

Contract Time. If specified product or method of construction cannot be provided

within the Contract Time, include letter from manufacturer, on manufacturer's

letterhead, stating date of receipt of purchase order, lack of availability, or delays

in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in

the Contract Documents except as indicated in substitution request, is compatible

with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently

become necessary because of failure of proposed substitution to produce indicated

results.

3. Architect's Action: If necessary, Architect will request additional information or

documentation for evaluation within seven days of receipt of a request for substitution.

Architect will notify Contractor of acceptance or rejection of proposed substitution within

fifteen days of receipt of request, or seven days of receipt of additional information or

documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or

Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed

substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed

substitution with related products and materials. Engage a qualified testing agency to perform

compatibility tests recommended by manufacturers.



1.6 PROCEDURES

A. Substitution request including all required documentation must be delivered to the

Owner's Representative's office no later than the date indicated in the specifications.

Requests submitted late will not be considered.

B. The Individual or Firm requesting a substitution must document that the requested

substitution is equal or superior to the specified product. Failure to provide clear,

accurate, and adequate documentation will be grounds for rejection.

C. Required documentation shall consist of applicable information which would aid

the Owner's Representative in making an informed decision. Include side by side

product comparisons, technical data, laboratory test results, product drawings, etc.

D. If use of the proposed product would result in changes to the design intent, the

submittal shall describe fully the changes required to the drawings or specifications.

Any cost differences resulting from modifications to the drawings and specifications

and the cost of making the changes shall not be borne by the Owner

PART 2 PRODUCTS

2.1 SUBSTITUTIONS

A. Review this article with Owner to confirm what is considered a substitution by Owner and to

coordinate Owner's role in approving substitutions. If substitution requests are restricted to

before bid opening, include requirements in the Instructions to Bidders.

B. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for

change, but not later than fifteen days prior to time required for preparation and review of

related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the

following conditions are satisfied. If the following conditions are not satisfied, Architect

will return requests without action, except to record noncompliance with these

requirements:

a. Requested substitution is consistent with the Contract Documents and will produce

indicated results.

b. Requested substitution provides sustainable design characteristics that specified

product provided.

c. Substitution request is fully documented and properly submitted.

d. Requested substitution will not adversely affect Contractor's construction schedule.

e. Requested substitution has received necessary approvals of authorities having

jurisdiction.

f. Requested substitution is compatible with other portions of the Work.

g. Requested substitution has been coordinated with other portions of the Work.

h. Requested substitution provides specified warranty.



i. If requested substitution involves more than one contractor, requested substitution

has been coordinated with other portions of the Work, is uniform and consistent, is

compatible with other products, and is acceptable to all contractors involved.




CONTRACT MODIFICATION PROCEDURES 012600 - 1

SECTION 012600

CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL




1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing

Contract modifications.


1. Division 01 Section "Unit Prices" for administrative requirements for using unit prices.

2. Division 01 Section "Product Requirements" for administrative procedures for handling

requests for substitutions made after Contract award.

1.3 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not

involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710,

"Architect's Supplemental Instructions."

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed

changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If

necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by Architect are for information only. Do not consider them

instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit a

quotation estimating cost adjustments to the Contract Sum and the Contract Time

necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with

total amount of purchases and credits to be made. If requested, furnish survey data

to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade

discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's Construction Schedule that indicates the effect of

the change, including, but not limited to, changes in activity duration, start and



finish times, and activity relationship. Use available total float before requesting

an extension of the Contract Time.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the

Contract, Contractor may propose changes by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the

Work. Provide a complete description of the proposed change. Indicate the effect of the

proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total

amount of purchases and credits to be made. If requested, furnish survey data to

substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade

discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's Construction Schedule that indicates the effect of the

change, including, but not limited to, changes in activity duration, start and finish times,

and activity relationship. Use available total float before requesting an extension of the

Contract Time.

6. Comply with requirements in Division 01 Section "Product Requirements" if the

proposed change requires substitution of one product or system for product or system

specified.

C. Proposal Request Form: Use AIA Document G709 for Proposal Requests.

1.5 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures

of Owner and Contractor on AIA Document G701.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Architect may issue a construction Change Directive on

AIA Document G714. Construction Change Directive instructs Contractor to proceed with a

change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It

also designates method to be followed to determine change in the Contract Sum or the

Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the

Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to

substantiate cost and time adjustments to the Contract.







PAYMENT PROCEDURES 012900 - 1

SECTION 012900

PAYMENT PROCEDURES

PART 1 - GENERAL




1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and

process Applications for Payment.


1. Division 01 Section "Contract Modification Procedures" for administrative procedures

for handling changes to the Contract.

2. Division 01 Section "Unit Prices" for administrative requirements governing use of unit

prices.

3. Division 01 Section "Construction Progress Documentation" for administrative

requirements governing preparation and submittal of Contractor's Construction Schedule

and Submittals Schedule.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract

Sum to various portions of the Work and used as the basis for reviewing Contractor's

Applications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of

Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms

and schedules, including the following:

a. Application for Payment forms with Continuation Sheets.

b. Submittal Register.

c. Contractor's Construction Schedule.

2. Submit the Schedule of Values to Architect at earliest possible date but no later than

seven days before the date scheduled for submittal of initial Applications for Payment.



3. Sub-schedules: Provide a separate schedule per roof building separately for phased

payments. Provide sub-schedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items

for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Submit draft of AIA Document G703 Continuation Sheets.

3. Arrange the Schedule of Values in tabular form with separate columns to indicate the

following for each item listed:

a. Related Specification Section or Division.

b. Description of the Work.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Reflect 5% retainage for each line item.

h. Dollar value.

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted

to total 100 percent.

4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued

evaluation of Applications for Payment and progress reports. Coordinate with the Project

Manual table of contents. Provide several line items for principal subcontract amounts,

where appropriate.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

6. Provide a separate line item in the Schedule of Values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricated

and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If specified,

include evidence of insurance or bonded warehousing.

7. Provide separate line items in the Schedule of Values for initial cost of materials, for each

subsequent stage of completion, and for total installed value of that part of the Work.

8. Allowances: Provide a separate line item in the Schedule of Values for each allowance.

Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by

measured quantity. Use information indicated in the Contract Documents to determine

quantities.

9. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.



a. Temporary facilities and other major cost items that are not direct cost of actual

work-in-place shall be shown as separate line item in the Schedule of Values from

general overhead expense.

10. Schedule Updating: Update and submit the Schedule of Values before the next

Applications for Payment when Change Orders or Construction Change Directives result

in a change in the Contract Sum.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as

certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial

Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement

between Owner and Contractor. The period of construction Work covered by each Application

for Payment is the period indicated in the Agreement.

C. Payment Application Times: Progress payments shall be submitted to Architect by the Twenty

Fifth day of the month. The period covered by each Application for Payment is one month,

ending on the last day of the month.

D. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation

Sheets as form for Applications for Payment.

E. (not used)

F. Application Preparation: Complete every entry on form. Notarize and execute by a person

authorized to sign legal documents on behalf of Contractor. Architect will return incomplete

applications without action.

1. Entries shall match data on the Schedule of Values and Contractor's Construction

Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued before last

day of construction period covered by application.

G. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to

Architect by a method ensuring receipt within 24 hours. Owner’s and Architect’s copy shall

include waivers of lien from all subcontractors and suppliers paid in previous Application for

Payment and other required attachments.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate

information about application.

H. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's

lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the

Contract and related to the Work covered by the payment.



1. Submit partial waivers on each item for amount requested in previous application, after

deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit

waivers.

4. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to

Owner.

I. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's

liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by

the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after

deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit

waivers.

4. Submit final Application for Payment with or preceded by final waivers from every entity

involved with performance of the Work covered by the application who is lawfully

entitled to a lien.

5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to

Owner.

J. Initial Application for Payment: Administrative actions and submittals that must precede or

coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of Values.

3. Contractor's Construction Schedule (preliminary if not final).

4. Products list.

5. Schedule of unit prices.

6. Submittals Register (preliminary if not final).

7. List of Contractor's staff assignments.

8. List of Contractor's principal consultants.

9. Copies of building permits.

10. Copies of authorizations and licenses from authorities having jurisdiction for

performance of the Work.

11. Initial progress report.

12. Report of preconstruction conference.

13. Certificates of insurance and insurance policies.

14. Performance and payment bonds.

15. Data needed to acquire Owner's insurance.

16. Initial settlement survey and damage report if required.

K. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial

Completion, submit an Application for Payment showing 100 percent completion for portion of

the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a

statement showing an accounting of changes to the Contract Sum.



2. This application shall reflect Certificates of Partial Substantial Completion issued

previously for Owner occupancy of designated portions of the Work.

L. Final Payment Application: Submit final Application for Payment with releases and supporting

documentation not previously submitted and accepted, including, but not limited, to the

following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof

that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of

date of Substantial Completion or when Owner took possession of and assumed

responsibility for corresponding elements of the Work.

9. Final, liquidated damages settlement statement.





PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. Coordination Drawings.

2. Administrative and supervisory personnel.

3. Project meetings.

4. Requests for Interpretation (RFIs).

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility

will be assigned to a specific contractor.

C. Related Sections include the following:

1. Division 01 Section "Construction Progress Documentation" for preparing and

submitting Contractor's Construction Schedule.

2. Division 01 Section "Execution" for procedures for coordinating general installation and

field-engineering services, including establishment of benchmarks and control points.

3. Division 01 Section "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract

Documents.

1.4 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate

construction operations, included in different Sections that depend on each other for proper

installation, connection, and operation.

B. Coordination: Each contractor shall coordinate its construction operations with those of other

contractors and entities to ensure efficient and orderly installation of each part of the Work.

Each contractor shall coordinate its operations with operations, included in different Sections,

that depend on each other for proper installation, connection, and operation.



1. Schedule construction operations in sequence required to obtain the best results where

installation of one part of the Work depends on installation of other components, before

or after its own installation.

2. Coordinate installation of different components with other contractors to ensure

maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to

ensure maximum performance and accessibility for required maintenance, service, and

repair of all components, including mechanical and electrical.

C. Prepare memoranda for distribution to each party involved, outlining special procedures

required for coordination. Include such items as required notices, reports, and list of attendees

at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their

Work is required.

D. Administrative Procedures: Coordinate scheduling and timing of required administrative

procedures with other construction activities and activities of other contractors to avoid conflicts

and to ensure orderly progress of the Work. Such administrative activities include, but are not

limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

9. Project closeout activities.

E. Conservation: Coordinate construction activities to ensure that operations are carried out with

consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually

incorporated into, the Work. Refer to other Sections for disposition of salvaged materials

that are designated as Owner's property.

1.5 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability

necessitates maximum utilization of space for efficient installation of different components or if

coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base

Coordination Drawings on reproductions of the Contract Documents or standard printed

data. Include the following information, as applicable:



a. Indicate functional and spatial relationships of components of architectural,

structural, civil, mechanical, and electrical systems.

b. Indicate required installation sequences.

c. Indicate dimensions shown on the Contract Drawings and make specific note of

dimensions that appear to be in conflict with submitted equipment and minimum

clearance requirements. Provide alternate sketches to Architect for resolution of

such conflicts. Minor dimension changes and difficult installations will not be

considered changes to the Contract.

2. Sheet Size: At least 11 by 17 inches (215 by 280 mm) but no larger than 30 by 40 inches

(750 by 1000 mm).

3. Number of Copies: Submit Three opaque copies of each submittal. Architect will return

one copy.

a. Submit five copies where Coordination Drawings are required for operation and

maintenance manuals. Architect will retain two copies; remainder will be

returned. Mark up and retain one returned copy as a Project Record Drawing.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those

Sections.

B. Key Personnel Names: Within Seven days of starting construction operations, submit a list of

key personnel assignments, including superintendent and other personnel in attendance at

Project site. Identify individuals and their duties and responsibilities; list addresses and

telephone numbers, including home and office telephone numbers. Provide names, addresses,

and telephone numbers of individuals assigned as standbys in the absence of individuals

assigned to Project.

1. Post copies of list in Project meeting room, in temporary field office, and by each

temporary telephone. Keep list current at all times.

1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to General Project Superintendent, provide other administrative and

supervisory personnel as required for proper performance of the Work per building.

1. Include special personnel required for coordination of operations with other contractors

for each building. All buildings shall have a superintendent on site at all times during

construction.

1.7 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise

indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is

required, of date and time of each meeting. Notify Owner and Architect of scheduled

meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.



3. Minutes: Record significant discussions and agreements achieved. Distribute the

meeting minutes to everyone concerned, including Owner and Architect, within two days

of the meeting.

B. Preconstruction Conference: Schedule a preconstruction conference before starting

construction, at a time convenient to Owner and Architect, but no later than five days after

execution of the Agreement. Hold the conference at Project site or another convenient location.

Conduct the meeting to review responsibilities and personnel assignments.

1. Attendees: Authorized representatives of Owner, Architect, and their consultants;

Contractor and its superintendent; major subcontractors; suppliers; and other concerned

parties shall attend the conference. All participants at the conference shall be familiar

with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the

following:

a. Tentative construction schedule.

b. Phasing.

c. Critical work sequencing and long-lead items.

d. Designation of key personnel and their duties.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of the Contract Documents.

j. Submittal procedures.

k. Preparation of Record Documents.

l. Use of the premises.

m. Work restrictions.

n. Owner's occupancy requirements.

o. Responsibility for temporary facilities and controls.

p. Construction waste management.

q. Parking availability.

r. Office, work, and storage areas.

s. Equipment deliveries and priorities.

t. First aid.

u. Security.

v. Progress cleaning.

w. Working hours.

x. Use of control substance and smoking on premises

3. Minutes: Record and distribute meeting minutes.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each

construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or

affected by the installation and its coordination or integration with other materials and

installations that have preceded or will follow, shall attend the meeting. Advise Architect

of scheduled meeting dates.



2. Agenda: Review progress of other construction activities and preparations for the

particular activity under consideration, including requirements for the following:

a. The Contract Documents.

b. Options.

c. Related RFIs.

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Review of mockups.

i. Possible conflicts.

j. Compatibility problems.

k. Time schedules.

l. Weather limitations.

m. Manufacturer's written recommendations.

n. Warranty requirements.

o. Compatibility of materials.

p. Acceptability of substrates.

q. Temporary facilities and controls.

r. Space and access limitations.

s. Regulations of authorities having jurisdiction.

t. Testing and inspecting requirements.

u. Installation procedures.

v. Coordination with other work.

w. Required performance results.

x. Protection of adjacent work.

y. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including

required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to parties who

should have been present.

5. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the

Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of

meetings with preparation of payment requests.

1. Attendees: In addition to representatives of Owner and Architect, each contractor,

subcontractor, supplier, and other entity concerned with current progress or involved in

planning, coordination, or performance of future activities shall be represented at these

meetings. All participants at the conference shall be familiar with Project and authorized

to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review

other items of significance that could affect progress. Include topics for discussion as

appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule,



in relation to Contractor's Construction Schedule. Determine how construction

behind schedule will be expedited; secure commitments from parties involved to

do so. Discuss whether schedule revisions are required to ensure that current and

subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Status of correction of deficient items.

14) Field observations.

15) RFIs.

16) Status of proposal requests.

17) Pending changes.

18) Status of Change Orders.

19) Pending claims and disputes.

20) Documentation of information for payment requests.

3. Minutes: Record the meeting minutes.

4. Reporting: Distribute minutes of the meeting to each party present and to parties who

should have been present.

a. Schedule Updating: Revise Contractor's Construction Schedule after each progress

meeting where revisions to the schedule have been made or recognized. Issue

revised schedule concurrently with the report of each meeting.

E. Coordination Meetings: Conduct Project coordination meetings at necessary intervals. Project

coordination meetings are in addition to specific meetings held for other purposes, such as

progress meetings and preinstallation conferences.

1. Attendees: In addition to representatives of Owner and Architect, each contractor,

subcontractor, supplier, and other entity concerned with current progress or involved in

planning, coordination, or performance of future activities shall be represented at these

meetings. All participants at the conference shall be familiar with Project and authorized

to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous coordination meeting.

Review other items of significance that could affect progress. Include topics for

discussion as appropriate to status of Project.



a. Combined Contractor's Construction Schedule: Review progress since the last

coordination meeting. Determine whether each contract is on time, ahead of

schedule, or behind schedule, in relation to Combined Contractor's Construction

Schedule. Determine how construction behind schedule will be expedited; secure

commitments from parties involved to do so. Discuss whether schedule revisions

are required to ensure that current and subsequent activities will be completed

within the Contract Time.

b. Schedule Updating: Revise Combined Contractor's Construction Schedule after

each coordination meeting where revisions to the schedule have been made or

recognized. Issue revised schedule concurrently with report of each meeting.

c. Review present and future needs of each contractor present, including the

following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Change Orders.

3. Reporting: Record meeting results and distribute copies to everyone in attendance and to

others affected by decisions or actions resulting from each meeting.

1.8 REQUESTS FOR INTERPRETATION (RFIs)

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents,

and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the

form specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor

will be returned with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's

work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and

the following:

1. Project name.

2. Date.

3. Name of Contractor.

4. Name of Architect .

5. RFI number, numbered sequentially.

6. Specification Section number and title and related paragraphs, as appropriate.



7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time

or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop

Drawings, and other information necessary to fully describe items needing interpretation.

a. Supplementary drawings prepared by Contractor shall include dimensions,

thicknesses, structural grid references, and details of affected materials,

assemblies, and attachments.

C. Hard-Copy RFIs: CSI Form 13.2A.

1. Identify each page of attachments with the RFI number and sequential page number.

D. Software-Generated RFIs: Software-generated form with substantially the same content as

indicated above.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

E. Architect's Action: Architect will review each RFI, determine action required, and return it.

Allow two working days for Architect's response for each RFI. RFIs received after 1:00 p.m.

will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for coordination information already indicated in the Contract

Documents.

d. Requests for adjustments in the Contract Time or the Contract Sum.

e. Requests for interpretation of Architect's actions on submittals.

f. Incomplete RFIs or RFIs with numerous errors.

2. Architect's action may include a request for additional information, in which case

Architect's time for response will start again.

3. Architect's action on RFIs that may result in a change to the Contract Time or the

Contract Sum may be eligible for Contractor to submit Change Proposal according to

Division 01 Section "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or

the Contract Sum, notify Architect in writing within five days of receipt of the RFI

response.

F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response

to affected parties. Review response and notify Architect within three days if Contractor

disagrees with response.

G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly. Use CSI Log Form 13.2B., Include the following:



1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect.

4. RFI number including RFIs that were dropped and not submitted.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.

9. Identification of related Field Order, Work Change Directive, and Proposal Request, as

appropriate.





CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress

of construction during performance of the Work, including the following:

1. Preliminary Construction Schedule.

2. Contractor's Construction Schedule.

3. Submittals Schedule.

4. Daily construction reports.

5. Material location reports.

6. Field condition reports.

7. Special reports.


1. Division 01 Section "Payment Procedures" for submitting the Schedule of Values.

2. Division 01 Section "Project Management and Coordination" for submitting and

distributing meeting and conference minutes.

3. Division 01 Section "Submittal Procedures" for submitting schedules and reports.

4. Division 01 Section "Quality Requirements" for submitting a schedule of tests and

inspections.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring,

and controlling the construction project. Activities included in a construction schedule consume

time and resources.

1. Critical activities are activities on the critical path. They must start and finish on the

planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as

scheduled. The sum of costs for all activities must equal the total Contract Sum, unless

otherwise approved by Architect.



C. CPM: Critical path method, which is a method of planning and scheduling a construction

project where activities are arranged based on activity relationships. Network calculations

determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network

schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a

jointly owned, expiring Project resource available to both parties as needed to meet

schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the

early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without

adversely affecting the planned Project completion date.

G. Fragment: A partial or fragmentary network that breaks down activities into smaller activities

for greater detail.

H. Major Area: A story of construction, a separate building, or a similar significant construction

element.

I. Milestone: A key or critical point in time for reference or measurement.

J. Network Diagram: A graphic diagram of a network schedule, showing activities and activity

relationships.

K. Resource Loading: The allocation of manpower and equipment necessary for the completion of

an activity as scheduled.

1.4 SUBMITTALS

A. Qualification Data: For scheduling consultant.

B. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a

tabular format:

1. Scheduled date for first submittal.

2. Specification Section number and title.

3. Submittal category (action or informational).

4. Name of subcontractor.

5. Description of the Work covered.

6. Scheduled date for Architect's final release or approval.

C. Preliminary Construction Schedule: Submit two opaque copies.



1. Approval of cost-loaded preliminary construction schedule will not constitute approval of

Schedule of Values for cost-loaded activities.

D. Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large

enough to show entire schedule for entire construction period.

1. Submit an electronic copy of schedule, using software indicated, on CD-R, and labeled to

comply with requirements for submittals. Include type of schedule (Initial or Updated)

and date on label.

E. Field Condition Reports: Submit two copies at time of discovery of differing conditions.

F. Special Reports: Submit two copies at time of unusual event.


A. Prescheduling Conference: Conduct conference at Project site to comply with requirements in

Division 01 Section "Project Management and Coordination." Review methods and procedures

related to the Preliminary Construction Schedule and Contractor's Construction Schedule,

including, but not limited to, the following:

1. Review software limitations and content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including phasing, work stages, area separations, interim milestones.

4. Review delivery dates for Owner-furnished products.

5. Review schedule for work of Owner's separate contracts.

6. Review time required for review of submittals and resubmittals.

7. Review requirements for tests and inspections by independent testing and inspecting

agencies.

8. Review time required for completion and startup procedures.

9. Review and finalize list of construction activities to be included in schedule.

10. Review submittal requirements and procedures.

11. Review procedures for updating schedule.

1.6 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of

construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of

subcontracts, Submittals Schedule, progress reports, payment requests, and other required

schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties

involved.

2. Coordinate each construction activity in the network with other activities and schedule

them in proper sequence.



PART 2 - PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required

by construction schedule. Include time required for review, resubmittal, ordering,

manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and

Contractor's Construction Schedule.

2. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Include

submittals required during the first 60 days of construction. List those required to

maintain orderly progress of the Work and those required early because of long lead time

for manufacture or fabrication.

a. At Contractor's option, show submittals on the Preliminary Construction Schedule,

instead of tabulating them separately.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's

Construction Schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Procedures: Comply with procedures contained in AGC's "Construction Planning &

Scheduling."

B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final

Completion in accordance to the phasing schedule for the project.

1. Contract completion date shall not be changed by submission of a schedule that shows an

early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each story or separate area as a separate numbered activity for each principal

element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless

specifically allowed by Architect.

2. Procurement Activities: Include procurement process activities for the following long

lead items and major items, requiring a cycle of more than 60 days, as separate activities

in schedule. Procurement cycle activities include, but are not limited to, submittals,

approvals, purchasing, fabrication, and delivery.

a. Insert list of major items or pieces of equipment.

3. Submittal Review Time: Include review and resubmittal times indicated in Division 01

Section "Submittal Procedures" in schedule. Coordinate submittal review times in

Contractor's Construction Schedule with Submittals Schedule.



4. Substantial Completion: Indicate completion in advance of date established for

Substantial Completion, and allow time for Architect's administrative procedures

necessary for certification of Substantial Completion.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but

not limited to, the Notice to Proceed, Substantial Completion, and Final CompletionFirst

paragraph below establishes progress measured in dollar volume of the Work.

E. Contract Modifications: For each proposed contract modification and concurrent with its

submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the

proposed change on the overall project schedule.

F. Computer Software: Prepare schedules using a program that has been developed specifically to

manage construction schedules.

G. Owner’s preferred scheduling method: It is the Owner’s preference, given the particulars of this

project, to utilize a Gantt Chart Schedule. Please refer to section 2.4.

2.3 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within

five days of date established for the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of

each week with a continuous vertical line. Outline significant construction activities for first

thirty days of construction. Include skeleton diagram for the remainder of the Work and a cash

requirement prediction based on indicated activities.

2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type,

Contractor's Construction Schedule within ten days of date established for the Notice to

Proceed. Base schedule on the Preliminary Construction Schedule and whatever updating and

feedback was received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of

each week with a continuous vertical line.

1. For construction activities that require 3 months or longer to complete, indicate an

estimated completion percentage in ten percent increments within time bar.

2.5 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following

information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.



3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events (refer to special reports).

10. Stoppages, delays, shortages, and losses.

11. Meter readings and similar recordings.

12. Emergency procedures.

13. Orders and requests of authorities having jurisdiction.

14. Change Orders received and implemented.

15. Construction Change Directives received and implemented.

16. Services connected and disconnected.

17. Equipment or system tests and startups.

18. Partial Completions and occupancies.

19. Substantial Completions authorized.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions

and the Contract Documents, prepare and submit a detailed report. Submit with a request for

interpretation on CSI Form 13.2A. Include a detailed description of the differing conditions,

together with recommendations for changing the Contract Documents.

2.6 SPECIAL REPORTS

A. General: Submit special reports directly to Owner within one day of an occurrence. Distribute

copies of report to parties affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at

Project site, whether or not related directly to the Work, prepare and submit a special report.

List chain of events, persons participating, response by Contractor's personnel, evaluation of

results or effects, and similar pertinent information. Advise Owner in advance when these

events are known or predictable.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect

actual construction progress and activities. Issue schedule one week before each regularly

scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have

been recognized or made. Issue updated schedule concurrently with the report of each

such meeting.

2. Include a report with updated schedule that indicates every change, including, but not

limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.



B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors,

testing and inspecting agencies, and other parties identified by Contractor with a need-to-know

schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the

same locations. Delete parties from distribution when they have completed their assigned

portion of the Work and are no longer involved in performance of construction activities.



SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300

SUBMITTAL PROCEDURES

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other submittals.


1. Division 01 Section "Payment Procedures" for submitting Applications for Payment and

the Schedule of Values.

2. Division 01 Section "Project Management and Coordination" for submitting and

distributing meeting and conference minutes and for submitting Coordination Drawings.

3. Division 01 Section "Construction Progress Documentation" for submitting schedules

and reports, including Contractor's Construction Schedule and the Submittals Schedule.

4. Division 01 Section "Quality Requirements" for submitting test and inspection reports.

5. Division 01 Section "Closeout Procedures" for submitting warranties.

6. Division 01 Section "Project Record Documents" for submitting Record Drawings,

Record Specifications, and Record Product Data.

7. Division 01 Section "Operation and Maintenance Data" for submitting operation and

maintenance manuals.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Architect's responsive action.

B. Informational Submittals: Written information that does not require Architect's responsive

action. Submittals may be rejected for not complying with requirements.

1.4 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by

Architect for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of

construction activities.



C. Submittals Register: Comply with requirements in Division 01 Section "Construction Progress

Documentation" for list of submittals and time requirements for scheduled performance of

related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for re-submittals, as

follows. Time for review shall commence on Architect's receipt of submittal. No extension of

the Contract Time will be authorized because of failure to transmit submittals enough in

advance of the Work to permit processing, including re-submittals.

1. Initial Review: Allow 7 days for initial review of each submittal. Allow additional time

if coordination with subsequent submittals is required. Architect will advise Contractor

when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner

as initial submittal.

3. Re-submittal Review: Allow 7 days for review of each re-submittal.

4. Sequential Review: Where sequential review of submittals by Architect's consultants,

Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

E. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Architect.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Architect.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a

decimal point and then a sequential number (e.g., 06100.01). Resubmittals

shall include an alphabetic suffix after another decimal point (e.g.,

06100.01.A).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

F. Deviations: Highlight or otherwise specifically identify deviations from the Contract

Documents on submittals.

G. Transmittal: Package each submittal individually and appropriately for transmittal and

handling. Transmit each submittal using a transmittal form. Architect will return submittals,

without review, received from sources other than Contractor.



H. Re-submittals: Make re-submittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of

revision.

3. Resubmit submittals until they are marked "Reviewed” or “Reviewed As Noted”.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,

fabricators, installers, authorities having jurisdiction, and others as necessary for performance of

construction activities. Show distribution on transmittal forms.

J. Use for Construction: Use only final submittals with mark indicating "Reviewed” or

“Reviewed As Noted” taken by Architect.

PART 2 - PRODUCTS


A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Submit electronic submittals directly to extranet specifically established for Project.

B. Product Data: Collect information into a single submittal for each element per building

construction and type of product.

1. If information must be specially prepared for submittal because standard printed data are

not suitable for use, submit as Shop Drawings, not as Product Data.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Standard product operation and maintenance manuals.

g. Compliance with specified referenced standards.

h. Testing by recognized testing agency.

i. Application of testing agency labels and seals.

3. Submit Product Data before or concurrent with Samples.

4. Number of Copies: Submit three copies of Product Data, unless otherwise indicated.

Architect will return two copies. Mark up and retain one returned copy as a Project

Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base

Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the

following information, as applicable:



a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Seal and signature of professional engineer if specified.

2. Approved applicator must submit a roof drawing which will be employed in the project

if proposed drawing differs from that included with this proposal package.

3. Shop Drawings and Product Data:

a. Manufacturer's Details: All termination details and other details normally

required by the membrane manufacturer's Technical Specifications, including

both standard details and special details, shall be furnished by the Contractor

and shall be approved in writing by the manufacturer, the company project

manager, and the Owner's representative prior to final installation.

b. Minimum drawing size shall be eleven inches by seventeen inches (11 x 17").

c. Submit sufficient copies of manufacturer's descriptive data including catalog

sheets for materials, equipment and fixtures, showing dimensions,

performance characteristics and capacities, diagrams and controls, schedules,

and other pertinent information required.

d. Submit brochures and other submittal data that cannot be reproduced

economically, in such quantities to allow the Owner to retain four copies of

each after review. Mark product data to show the name of project, Owner,

Contractor, originating Subcontractor, manufacturer or supplier, and separate

details if pertinent.

e. Product data shall completely identify specification sections and locations at

which materials or equipment are to be installed.

f. Accompany each submittal with a separate transmittal letter in duplicate,

containing date, project title and number, Contractor's name and address,

number of each shop drawing, product data and samples submitted, and

notification of deviations from Contract Documents.

4. Detailed project sequencing, staging, material loading, manpower plans, and detailed

project construction schedule for approval.

5. Sample of warranty that shall be part of submittal packages.

6. Submit list of all mechanical, electrical, rigging, sheet metal, and other

Subcontractors with evidence of Subcontractor's insurance coverage in compliance

with contract requirements.

7. Contractor shall submit written statement that their company or any Subcontractor

they may use is not employing workers classified as undocumented workers on this

project.

8. Samples of all materials not supplied or prior approved by the roofing membrane

manufacturer shall be submitted to the manufacturer for written approval prior to

installation start.

9. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop

Drawings on sheets half size scale drawings, but no larger than 30 by 40 inches.

10. Number of Copies: Submit three white copies of each submittal. Architect will return

one copy.

D. Samples:

1. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.



b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

2. Disposition: Maintain sets of approved Samples at Project site, available for quality-

control comparisons throughout the course of construction activity. Sample sets may be

used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual

Specification Sections. Such Samples must be in an undamaged condition at time

of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's

property, are the property of Contractor.

3. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or

sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set(s) of available choices where color,

pattern, texture, or similar characteristics are required to be selected from

manufacturer's product line. Architect will return submittal with options selected.

E. Submittals Schedule: Comply with requirements specified in Division 01 Section "Construction

Progress Documentation."

F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that

Installer complies with requirements in the Contract Documents and, where required, is

authorized by manufacturer for this specific Project.

G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying

that manufacturer complies with requirements in the Contract Documents. Include evidence of

manufacturing experience where required.

H. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that

product complies with requirements in the Contract Documents.

I. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that

material complies with requirements in the Contract Documents.

J. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's

standard form, indicating and interpreting test results of material for compliance with

requirements in the Contract Documents.

K. Product Test Reports: Prepare written reports indicating current product produced by

manufacturer complies with requirements in the Contract Documents. Base reports on

evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or

on comprehensive tests performed by a qualified testing agency.

L. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing

agency's standard form, indicating and interpreting results of compatibility tests performed

before installation of product. Include written recommendations for primers and substrate

preparation needed for adhesion.



M. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's

standard form, indicating and interpreting results of field tests performed either during

installation of product or after product is installed in its final location, for compliance with

requirements in the Contract Documents.

N. Maintenance Data: Prepare written and graphic instructions and procedures for operation and

normal maintenance of products and equipment. Comply with requirements specified in

Division 01 Section "Operation and Maintenance Data."

O. Design Data: Prepare written and graphic information, including, but not limited to,

performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for

calculations. Include page numbers.

P. Manufacturer's Instructions: Prepare written or published information that documents

manufacturer's recommendations, guidelines, and procedures for installing or operating a

product or equipment. Include name of product and name, address, and telephone number of

manufacturer. Include the following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

6. Recommendations for cleaning and protection.

Q. Manufacturer's Field Reports: Prepare written information documenting factory-authorized

service representative's tests and inspections. Include the following, as applicable:

1. Name, address, and telephone number of factory-authorized service representative

making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with

requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance

complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

R. Insurance Certificates and Bonds: Prepare written information indicating current status of

insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of

coverage, amounts of deductibles, if any, and term of the coverage.

S. Construction: Comply with requirements specified in Division 01 Section "Photographic

Documentation" If applicable.

T. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to

Architect, as required in "Action Submittals" Article.



1. Architect will not review submittals that include MSDSs and will return the entire

submittal for re-submittal.

2.2 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a

design professional are specifically required of Contractor by the Contract Documents, provide

products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit

a written request for additional information to Architect.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required

submittals, submit three copies of a statement, signed and sealed by the responsible design

professional, for each product and system specifically assigned to Contractor to be designed or

certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in the

Contract Documents. Include list of codes, loads, and other factors used in performing

these services.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for

compliance with the Contract Documents. Note corrections and field dimensions. Mark with

approval stamp before submitting to Architect.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name

and location, submittal number, Specification Section title and number, name of reviewer, date

of Contractor's approval, and statement certifying that submittal has been reviewed, checked,

and approved for compliance with the Contract Documents.

3.2 ARCHITECT'S ACTION

A. General: Architect will not review submittals that do not bear Contractor's approval stamp and

will return them without action.

B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or

modifications required, and return it. Architect will stamp each submittal with an action stamp

and will mark stamp appropriately to indicate action taken, as follows:

1. “Reviewed”, “Reviewed as noted”, “Revise and Resubmit”, “Rejected”.

C. Informational Submittals: Architect will review each submittal and will not return it, or will

return it if it does not comply with requirements. Architect will forward each submittal to

appropriate party.



D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned

without review.

E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.



QUALITY REQUIREMENTS 014000 - 1

SECTION 014000

QUALITY REQUIREMENTS

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and

quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or

indicated. These services do not relieve Contractor of responsibility for compliance with the

Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities

are specified in the Sections that specify those activities. Requirements in those Sections

may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-

assurance and -control procedures that facilitate compliance with the Contract Document

requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required

by Architect, Owner, or authorities having jurisdiction are not limited by provisions of

this Section.


1. Division 01 Section "Construction Progress Documentation" for developing a schedule of

required tests and inspections.

1.3 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during

execution of the Work to guard against defects and deficiencies and substantiate that proposed

construction will comply with requirements.

B. 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. Services do not include contract

enforcement activities performed by Architect.

C. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to

verify selections made under sample submittals, to demonstrate aesthetic effects and, where



indicated, qualities of materials and execution, and to review construction, coordination, testing,

or operation; they are not Samples. Approved mockups establish the standard by which the

Work will be judged.

D. Preconstruction Testing: Tests and inspections that are performed specifically for the Project

before products and materials are incorporated into the Work to verify performance or

compliance with specified criteria.

E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing

agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to

establish product performance and compliance with industry standards.

F. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e.,

plant, mill, factory, or shop.

G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation

of the Work and for completed Work.

H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing

laboratory shall mean the same as testing agency.

I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an

employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation,

including installation, erection, application, and similar operations.

1. Using a term such as "carpentry" does not imply that certain construction activities must

be performed by accredited or unionized individuals of a corresponding generic name,

such as "carpenter." It also does not imply that requirements specified apply exclusively

to tradespeople of the corresponding generic name.

J. Experienced: When used with an entity, "experienced" means having successfully completed a

minimum of five previous projects similar in size and scope to this Project; being familiar with

special requirements indicated; and having complied with requirements of authorities having

jurisdiction.

1.4 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish

different or conflicting requirements for minimum quantities or quality levels, comply with the

most stringent requirement. Refer uncertainties and requirements that are different, but

apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be

the minimum provided or performed. The actual installation may comply exactly with the

minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

To comply with these requirements, indicated numeric values are minimum or maximum, as

appropriate, for the context of requirements. Refer uncertainties to Architect for a decision

before proceeding.



1.5 SUBMITTALS

A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to

demonstrate their capabilities and experience. Include proof of qualifications in the form of a

recent report on the inspection of the testing agency by a recognized authority.

B. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,

certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee

payments, judgments, correspondence, records, and similar documents, established for

compliance with standards and regulations bearing on performance of the Work.


A. General: Qualifications paragraphs in this Article establish the minimum qualification levels

required; individual Specification Sections specify additional requirements.

B. 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 a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar

to those indicated for this Project and with a record of successful in-service performance, as

well as sufficient production capacity to produce required units.

D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated

for this Project and with a record of successful in-service performance, as well as sufficient

production capacity to produce required units.

E. 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 the kind indicated. Engineering services are defined as those performed

for installations of the system, assembly, or product that are similar to those indicated for this

Project in material, design, and extent.

F. Specialists: Certain sections of the Specifications require that specific construction activities

shall be performed by entities who are recognized experts in those operations. Specialists shall

satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and regulations governing

the Work.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the

experience and capability to conduct testing and inspecting indicated, as documented according

to ASTM E 548; and with additional qualifications specified in individual Sections; and where

required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.

2. NVLAP: A testing agency accredited according to NIST's National Voluntary

Laboratory Accreditation Program.



H. Factory-Authorized Service Representative Qualifications: An 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.

I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing

for compliance with specified requirements for performance and test methods, comply with the

following:

1. Contractor responsibilities include the following:

a. Provide test specimens representative of proposed products and construction.

b. Submit specimens in a timely manner with sufficient time for testing and analyzing

results to prevent delaying the Work.

c. Provide sizes and configurations of test assemblies, mockups, and laboratory

mockups to adequately demonstrate capability of products to comply with

performance requirements.

d. Build site-assembled test assemblies and mockups using installers who will

perform same tasks for Project.

e. Build laboratory mockups at testing facility using personnel, products, and

methods of construction indicated for the completed Work.

f. When testing is complete, remove test specimens, assemblies, mockups, and

laboratory mockups; do not reuse products on Project.

2. Testing Agency Responsibilities: Submit a certified written report of each test,

inspection, and similar quality-assurance service to Architect with copy to Contractor.

Interpret tests and inspections and state in each report whether tested and inspected work

complies with or deviates from the Contract Documents.

J. Mockups: Before installing portions of the Work requiring mockups, build mockups for each

form of construction and finish required to comply with the following requirements, using

materials indicated for the completed Work:

1. Build mockups in location and of size indicated or, if not indicated, as directed by

Architect .

2. Notify Architect five days in advance of dates and times when mockups will be

constructed.

3. Demonstrate the proposed range of aesthetic effects and workmanship.

4. Obtain Architect's approval of mockups before starting work, fabrication, or construction.

a. Allow five days for initial review and each re-review of each mockup.

5. Maintain mockups during construction in an undisturbed condition as a standard for

judging the completed Work.

6. Demolish and remove mockups when directed, unless otherwise indicated.

1.7 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility,

Owner will engage a qualified testing agency to perform these services.



1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing

agencies engaged and a description of types of testing and inspecting they are engaged to

perform.

2. Payment for these services will be made from testing and inspecting allowances, as

authorized by Change Orders.

3. Costs for retesting and re-inspecting construction that replaces or is necessitated by work

that failed to comply with the Contract Documents will be charged to Contractor and the

Contract Sum will be adjusted by Change Order.

B. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless

otherwise indicated, provide quality-control services specified and those required by authorities

having jurisdiction. Perform quality-control services required of Contractor by authorities

having jurisdiction, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing

agency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to in

writing by Owner.

2. Notify testing agencies at least 24 hours in advance of time when Work that requires

testing or inspecting will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit a

certified written report, in duplicate, of each quality-control service.

4. Testing and inspecting requested by Contractor and not required by the Contract

Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction,

when they so direct.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service

representative to inspect field-assembled components and equipment installation, including

service connections. Report results in writing as specified in Division 01 Section "Submittal

Procedures."

D. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's

responsibility, provide quality-control services, including retesting and reinspecting, for

construction that replaced Work that failed to comply with the Contract Documents.

E. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of

duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the

Work during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ tests

are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and

inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar

quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve

or accept any portion of the Work.



6. Do not perform any duties of Contractor.

F. Associated Services: Cooperate with agencies performing required tests, inspections, and

similar quality-control services, and provide reasonable auxiliary services as requested. Notify

agency sufficiently in advance of operations to permit assignment of personnel. Provide the

following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and

inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control by testing

agency.

7. Security and protection for samples and for testing and inspecting equipment at Project

site.

G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance

and -control services with a minimum of delay and to avoid necessity of removing and

replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

H. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-

control services required by the Contract Documents. Submit schedule within 15 days of date

established for the Notice to Proceed.

1. Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party

involved in performance of portions of the Work where tests and inspections are required.

1.8 SPECIAL TESTS AND INSPECTIONS

A. Special Tests and Inspections: Owner will engage a qualified testing agency and/ or special

inspector to conduct special tests and inspections required by authorities having jurisdiction as

the responsibility of Owner, and as follows:

B. Special Tests and Inspections: Conducted by a qualified testing agency and/ or special

inspector as required by authorities having jurisdiction, as indicated in individual Specification

Sections, and as follows:

1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures

and reviewing the completeness and adequacy of those procedures to perform the Work.

2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed

in the Work during performance of its services.

3. Submitting a certified written report of each test, inspection, and similar quality-control

service to Architect with copy to Contractor and to authorities having jurisdiction.

4. Submitting a final report of special tests and inspections at Substantial Completion,

which includes a list of unresolved deficiencies.



5. Interpreting tests and inspections and stating in each report whether tested and inspected

work complies with or deviates from the Contract Documents.

6. Retesting and reinspecting corrected work.


PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG

A. Prepare a record of tests and inspections. Include the following:

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.

4. Identification of testing agency or special 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 reference during normal working hours.

3.2 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair

damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other

Specification Sections. Restore patched areas and extend restoration into adjoining areas

with durable seams that are as invisible as possible.

2. Comply with the Contract Document requirements for Division 01 Section "Cutting and

Patching."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of

responsibility for quality-control services.



TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000

TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes requirements for temporary utilities, support facilities, and security and

protection facilities.


1. Division 01 Section "Summary" for limitations on utility interruptions and other work

restrictions.

2. Division 01 Section "Submittal Procedures" for procedures for submitting copies of

implementation and termination schedule and utility reports.

3. Division 01 Section "Execution" for progress cleaning requirements.

1.3 DEFINITIONS

A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is

complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all

openings are closed with permanent construction or substantial temporary closures.

1.4 USE CHARGES

A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum.

Allow other entities to use temporary services and facilities without cost, including, but not

limited to,Architect,testing agencies, and authorities having jurisdiction.

B. Sewer Service: Pay sewer service use charges for sewer usage by all entities for construction

operations.

C. Water Service: Pay water service use charges for water used by all entities for construction

operations.

D. Electric Power Service: Pay electric power service use charges for electricity used by all

entities for construction operations.

E. Sewer, Water, and Electric Power Service: Use charges are specified in Division 01 Section

"Multiple Contract Summary."



F. Water Service: Water from Owner's existing water system is available for use without metering

and without payment of use charges. Provide connections and extensions of services as

required for construction operations.

G. Electric Power Service: Electric power from Owner's existing system is available for use

without metering and without payment of use charges. Provide connections and extensions of

services as required for construction operations.

1.5 SUBMITTALS

A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for

construction personnel.


A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary

electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each

temporary utility before use. Obtain required certifications and permits.

1.7 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume

responsibility for operation, maintenance, and protection of each permanent service during its

use as a construction facility before Owner's acceptance, regardless of previously assigned

responsibilities.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Pavement: N/A.

B. Chain-Link Fencing: Minimum 2-inch , 0.148-inch thick, galvanized steel, chain-link fabric

fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch- OD line

posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top rails.

C. Portable Chain-Link Fencing: Minimum 2-inch , 9-gage, galvanized steel, chain-link fabric

fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch- OD line

posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top and bottom rails.

Provide concrete or galvanized steel bases for supporting posts.

D. Wood Enclosure Fence: N/A.

E. Lumber and Plywood: Comply with requirements in Division 06 Section "Rough Carpentry,

Miscellaneous Rough Carpentry"



F. Gypsum Board: Minimum 1/2 inch thick by 48 inches wide by maximum available lengths;

regular-type panels with tapered edges. Comply with ASTM C 36/C 36M.

G. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool;

with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.

H. Paint: Comply with requirements in Division 09 painting Sections.

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature

controls, and foundations adequate for normal loading.

B. Common-Use Field Office: Of sufficient size to accommodate needs of construction personnel.

Keep office clean and orderly. Furnish and equip offices as follows:

1. Furniture required for Project-site documents including file cabinets, plan tables, plan

racks, and bookcases.

2. Conference room of sufficient size to accommodate meetings of 10 individuals. Provide

electrical power service and 120-V ac duplex receptacles, with not less than 1 receptacle

on each wall. Furnish room with conference table, chairs, and 4-foot- square tack board.

3. Drinking water and private toilet.

4. Coffee machine and supplies.

5. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68

to 72 deg F.

6. Lighting fixtures capable of maintaining average illumination of 20 fc at desk height.

C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate

materials and equipment for construction operations.

1. Store combustible materials apart and away from building.

2.3 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by

locations and classes of fire exposures.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference

with performance of the Work. Relocate and modify facilities as required by progress of the

Work.

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities

are no longer needed or are replaced by authorized use of completed permanent facilities.



3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be

interrupted, if necessary, to make connections for temporary services or reconnection of

existing mechanical units.

B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.

1. Connect temporary sewers to as directed by authorities having jurisdiction.

C. Water Service: Install water service and distribution piping in sizes and pressures adequate for

construction.

D. Water Service: Use of Owner's existing water service facilities will be permitted, as long as

facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial

Completion, restore these facilities to condition existing before initial use.

1. Where installations below an outlet might be damaged by spillage or leakage, provide a

drip pan of suitable size to minimize water damage. Drain accumulated water promptly

from pans.

E. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of

construction personnel. Comply with authorities having jurisdiction for type, number, location,

operation, and maintenance of fixtures and facilities.

1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are

cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,

restore these facilities to condition existing before initial use.

F. Heating and Cooling (as required): Provide temporary heating and cooling required by

construction activities for curing or drying of completed installations or for protecting installed

construction from adverse effects of low temperatures or high humidity. Select equipment that

will not have a harmful effect on completed installations or elements being installed.

G. Ventilation and Humidity Control (as required): Provide temporary ventilation required by

construction activities for curing or drying of completed installations or for protecting installed

construction from adverse effects of high humidity. Select equipment that will not have a

harmful effect on completed installations or elements being installed. Coordinate ventilation

requirements to produce ambient condition required and minimize energy consumption.

H. Electric Power Service: Use of Owner's existing electric power service will be permitted, as

long as equipment is maintained in a condition acceptable to Owner.

I. Electric Power Service (If required): Provide electric power service and distribution system of

sufficient size, capacity, and power characteristics required for construction operations.

1. Install electric power service overhead or underground, unless otherwise indicated.

2. Connect temporary service to Owner's existing power source, as directed by Owner.



J. Lighting (If required): Provide temporary lighting with local switching that provides adequate

illumination for construction operations, observations, inspections, and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirements

without operating entire system.

2. Install lighting for Project identification sign.

K. Telephone Service: Provide temporary telephone service in common-use facilities for use by all

construction personnel. Install one telephone line(s) for each field office.

1. Provide additional telephone lines for the following:

a. Provide a dedicated telephone line for each facsimile machine and computer in

each field office.

2. At each telephone, post a list of important telephone numbers.

a. Police and fire departments.

b. Ambulance service.

c. Contractor's home office.

d. Architect's office.

e. Engineers' offices.

f. Owner's office.

g. Principal subcontractors' field and home offices.

3. Provide superintendent with cellular telephone or portable two-way radio for use when

away from field office.

L. Electronic Communication Service: Provide temporary electronic communication service,

including electronic mail, in common-use facilities.

1. Provide internet service in primary field office.

3.3 SUPPORT FACILITIES INSTALLATION

A. General: Comply with the following:

1. Provide incombustible construction for offices, shops, and sheds located within

construction area or within 30 feet of building lines. Comply with NFPA 241.

2. Maintain support facilities until near Substantial Completion. Remove before Substantial

Completion. Personnel remaining after Substantial Completion will be permitted to use

permanent facilities, under conditions acceptable to Owner.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.



D. Project Identification and Temporary Signs: Provide Project identification and other signs as

directed by Owner (If required). Install signs where indicated to inform public and individuals

seeking entrance to Project. Unauthorized signs are not permitted.

1. Provide temporary, directional signs for construction personnel and visitors.

2. Maintain and touchup signs so they are legible at all times.

E. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and

equipment" and not temporary facilities.

F. Existing Access Hatch Usage: Use of Owner's existing access hatch will not be permitted.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct

construction in ways and by methods that comply with environmental regulations and that

minimize possible air, waterway, and subsoil contamination or pollution or other undesirable

effects.

1. Comply with work restrictions specified in Division 01 Section "Summary."

B. Site Enclosure Fence: Before contract operations begin, furnish and install site enclosure fence

in a manner that will prevent people and animals from easily entering site except by entrance

gates.

1. Extent of Fence: As required to enclose entire Project site or portion determined

sufficient to accommodate construction operations.

2. Maintain security by limiting number of keys and restricting distribution to authorized

personnel.

C. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having

jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

D. Covered Walkway: Erect structurally adequate, protective, covered walkway for passage of

individuals along adjacent public street(s). Coordinate with entrance gates, other facilities, and

obstructions. Comply with regulations of authorities having jurisdiction.

1. Construct covered walkways using scaffold or shoring framing to protect all existing

building entrances and exits.

2. Provide wood-plank overhead decking, protective plywood enclosure walls, handrails,

barricades, warning signs, lights, safe and well-drained walkways, and similar provisions

for protection and safe passage.

3. Extend back wall beyond the structure to complete enclosure fence.

4. Paint and maintain in a manner approved by Owner and Architect.

E. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types

needed to protect against reasonably predictable and controllable fire losses. Comply with

NFPA 241.



1. Prohibit smoking in construction areas.

2. Supervise welding operations, combustion-type temporary heating units, and similar

sources of fire ignition according to requirements of authorities having jurisdiction.

3. Develop and supervise an overall fire-prevention and -protection program for personnel

at Project site. Review needs with local fire department and establish procedures to be

followed. Instruct personnel in methods and procedures. Post warnings and information.

4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning

sign stating that hoses are for fire-protection purposes only and are not to be removed.

Match hose size with outlet size and equip with suitable nozzles.

3.5 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and

abuse, limit availability of temporary facilities to essential and intended uses.

B. Maintenance: Maintain facilities in good operating condition until removal.

1. Maintain operation of temporary enclosures, heating, cooling, humidity control,

ventilation, and similar facilities on a 24-hour basis where required to achieve indicated

results and to avoid possibility of damage.

C. Operate Project-identification-sign lighting daily from dusk until 12:00 midnight.

D. Temporary Facility Changeover: Do not change over from using temporary security and

protection facilities to permanent facilities until Substantial Completion.

E. Termination and Removal: Remove each temporary facility when need for its service has

ended, when it has been replaced by authorized use of a permanent facility, or no later than

Substantial Completion. Complete or, if necessary, restore permanent construction that may

have been delayed because of interference with temporary facility. Repair damaged Work,

clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of Contractor.

Owner reserves right to take possession of Project identification signs.

2. Remove temporary paving not intended for or acceptable for integration into permanent

paving. Where area is intended for landscape development, remove soil and aggregate

fill that do not comply with requirements for fill or subsoil. Remove materials

contaminated with road oil, asphalt and other petrochemical compounds, and other

substances that might impair growth of plant materials or lawns. Repair or replace street

paving, curbs, and sidewalks at temporary entrances, as required by authorities having

jurisdiction.

3. At Substantial Completion, clean and renovate permanent facilities used during

construction period. Comply with final cleaning requirements specified in Division 01

Section "Closeout Procedures."



PRODUCT REQUIREMENTS 016000 - 1

SECTION 016000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for selection of products for

use in Project; product delivery, storage, and handling; manufacturers' standard warranties on

products; special warranties; product substitutions; and comparable products.


1. Division 01 Section "References" for applicable industry standards for products

specified.

2. Division 01 Section "Closeout Procedures" for submitting warranties for Contract

closeout.

3. Divisions 02 through 49 Sections for specific requirements for warranties on products

and installations specified to be warranted.

1.3 DEFINITIONS

A. Products: Items purchased for incorporating into the Work, whether purchased for Project or

taken from previously purchased stock. The term "product" includes the terms "material,"

"equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or

model number or other designation shown or listed in manufacturer's published product

literature, that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or

facilityProducts salvaged or recycled from other projects are not considered new

products.

3. Comparable Product: Product that is demonstrated and approved through submittal

process, or where indicated as a product substitution, to have the indicated qualities

related to type, function, dimension, in-service performance, physical properties,

appearance, and other characteristics that equal or exceed those of specified product.

B. Substitutions: Changes in products, materials, equipment, and methods of construction from

those required by the Contract Documents and proposed by Contractor.

C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and

accompanied by the words "basis of design," including make or model number or other

designation, to establish the significant qualities related to type, function, dimension, in-service



performance, physical properties, appearance, and other characteristics for purposes of

evaluating comparable products of other named manufacturers.

1.4 SUBMITTALS

A. Product List: Submit a list, in tabular from, showing specified products. Include generic names

of products required. Include manufacturer's name and proprietary product names for each

product.

1. Coordinate product list with Contractor's Construction Schedule and the Submittals

Schedule.

2. Form: Tabulate information for each product under the following column headings:

a. Specification Section number and title.

b. Generic name used in the Contract Documents.

c. Proprietary name, model number, and similar designations.

d. Manufacturer's name and address.

e. Supplier's name and address.

f. Installer's name and address.

g. Projected delivery date or time span of delivery period.

h. Identification of items that require early submittal approval for scheduled delivery

date.

3. Initial Submittal: Within 10 days after date of commencement of the Work, submit 3

copies of initial product list. Include a written explanation for omissions of data and for

variations from Contract requirements.

a. At Contractor's option, initial submittal may be limited to product selections and

designations that must be established early in Contract period.

4. Completed List: Within 20 days after date of commencement of the Work, submit 3

copies of completed product list. Include a written explanation for omissions of data and

for variations from Contract requirements.

5. Architect's Action: Architect will respond in writing to Contractor within 10 days of

receipt of completed product list. Architect's response will include a list of unacceptable

product selections and a brief explanation of reasons for this action. Architect's response,

or lack of response, does not constitute a waiver of requirement to comply with the

Contract Documents.

B. Substitution Requests: Submit three copies of each request for consideration. Identify product

or fabrication or installation method to be replaced. Include Specification Section number and

title and Drawing numbers and titles.

1. Substitution Request Form: Use CSI Form 13.1A

2. Documentation: Show compliance with requirements for substitutions and the following,

as applicable:

a. Statement indicating why specified material or product cannot be provided.



b. Coordination information, including a list of changes or modifications needed to

other parts of the Work and to construction performed by Owner and separate

contractors, that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of

the Work specified. Significant qualities may include attributes such as

performance, weight, size, durability, visual effect, and specific features and

requirements indicated.

d. Product Data, including drawings and descriptions of products and fabrication and

installation procedures.

e. Samples, where applicable or requested.

f. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners.

g. Material test reports from a qualified testing agency indicating and interpreting test

results for compliance with requirements indicated.

h. Research/evaluation reports evidencing compliance with building code in effect for

Project, from a model code organization acceptable to authorities having

jurisdiction.

i. Detailed comparison of Contractor's Construction Schedule using proposed

substitution with products specified for the Work, including effect on the overall

Contract Time. If specified product or method of construction cannot be provided

within the Contract Time, include letter from manufacturer, on manufacturer's

letterhead, stating lack of availability or delays in delivery.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Contractor's certification that proposed substitution complies with requirements in

the Contract Documents and is appropriate for applications indicated.

l. Contractor's waiver of rights to additional payment or time that may subsequently

become necessary because of failure of proposed substitution to produce indicated

results.


documentation for evaluation within 7 days of receipt of a request for substitution.

Architect will notify Contractorof acceptance or rejection of proposed substitution within

15 days of receipt of request, or 7 days of receipt of additional information or

documentation, whichever is later.

a. Form of Acceptance: Change Order.

b. Use product specified if Architect cannot make a decision on use of a proposed

substitution within time allocated.

C. Comparable Product Requests: Submit three copies of each request for consideration. Identify

product or fabrication or installation method to be replaced. Include Specification Section

number and title and Drawing numbers and titles.


documentation for evaluation within one week of receipt of a comparable product

request. Architect will notify Contractor of approval or rejection of proposed comparable

product request within 15 days of receipt of request, or 7 days of receipt of additional

information or documentation, whichever is later.

a. Form of Approval: As specified in Division 01 Section "Submittal Procedures."



b. Use product specified if Architect cannot make a decision on use of a comparable

product request within time allocated.

D. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 01

Section "Submittal Procedures." Show compliance with requirements.


A. Compatibility of Options: If Contractor is given option of selecting between two or more

products for use on Project, product selected shall be compatible with products previously

selected, even if previously selected products were also options.

1. Each contractor is responsible for providing products and construction methods

compatible with products and construction methods of other contractors.

2. If a dispute arises between contractors over concurrently selectable but incompatible

products, Architect will determine which products shall be used.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products using means and methods that will prevent damage,

deterioration, and loss, including theft. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to prevent

overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that

are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other

losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original

sealed container or other packaging system, complete with labels and instructions for

handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to ensure compliance with the Contract Documents and to

ensure that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight

enclosure above ground, with ventilation adequate to prevent condensation.

4. Store cementitious products and materials on elevated platforms.

5. Store foam plastic from exposure to sunlight, except to extent necessary for period of

installation and concealment.

6. Comply with product manufacturer's written instructions for temperature, humidity,

ventilation, and weather-protection requirements for storage.

7. Protect stored products from damage and liquids from freezing.

8. Provide a secure location and enclosure at Project site for storage of materials and

equipment by Owner's construction forces. Coordinate location with Owner.



1.7 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other

warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on

product warranties do not relieve Contractor of obligations under requirements of the Contract

Documents.

1. Manufacturer's Warranty: Preprinted written warranty published by individual

manufacturer for a particular product and specifically endorsed by manufacturer to

Owner.

2. Special Warranty: Written warranty required by or incorporated into the Contract

Documents, either to extend time limit provided by manufacturer's warranty or to provide

more rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and

identification, ready for execution. Submit a draft for approval before final execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and

properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a

written document using appropriate form properly executed.

3. Refer to Divisions 02 through 49 Sections for specific content requirements and

particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Division 01 Section "Closeout Procedures."

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. General Product Requirements: Provide products that comply with the Contract Documents,

that are undamaged and, unless otherwise indicated, that are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items

needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are

specified, provide standard products of types that have been produced and used

successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties not in conflict with

requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make

selection.

5. Where products are accompanied by the term "match sample," sample to be matched is

Architect's.

6. Descriptive, performance, and reference standard requirements in the Specifications

establish "salient characteristics" of products.

7. Or Equal: Where products are specified by name and accompanied by the term "or

equal" or "or approved equal" or "or approved," comply with provisions in Part 2

"Comparable Products" Article to obtain approval for use of an unnamed product.



B. Product Selection Procedures:

1. Product: Where Specifications name a single product and manufacturer, provide the

named product that complies with requirements.

2. Manufacturer/Source: Where Specifications name a single manufacturer or source,

provide a product by the named manufacturer or source that complies with requirements.

3. Products: Where Specifications include a list of names of both products and

manufacturers, provide one of the products listed that complies with requirements.

4. Manufacturers: Where Specifications include a list of manufacturers' names, provide a

product by one of the manufacturers listed that complies with requirements.

5. Available Products: Where Specifications include a list of names of both products and

manufacturers, provide one of the products listed, or an unnamed product, that complies

with requirements. Comply with provisions in Part 2 "Comparable Products" Article for

consideration of an unnamed product.

6. Available Manufacturers: Where Specifications include a list of manufacturers, provide a

product by one of the manufacturers listed, or an unnamed manufacturer, that complies

with requirements. Comply with provisions in Part 2 "Comparable Products" Article for

consideration of an unnamed product.

7. Product Options: Where Specifications indicate that sizes, profiles, and dimensional

requirements on Drawings are based on a specific product or system, provide the

specified product or system. Comply with provisions in Part 2 "Product Substitutions"

Article for consideration of an unnamed product or system.

8. Basis-of-Design Product: Where Specifications name a product and include a list of

manufacturers, provide the specified product or a comparable product by one of the other

named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions,

and other characteristics that are based on the product named. Comply with provisions in

Part 2 "Comparable Products" Article for consideration of an unnamed product by the

other named manufacturers.

9. Visual Matching Specification: Where Specifications require matching an established

Sample, select a product that complies with requirements and matches Architect's sample.

Architect's decision will be final on whether a proposed product matches.

a. If no product available within specified category matches and complies with other

specified requirements, comply with provisions in Part 2 "Product Substitutions"

Article for proposal of product.

10. Visual Selection Specification: Where Specifications include the phrase "as selected

from manufacturer's colors, patterns, textures" or a similar phrase, select a product that

complies with other specified requirements.

a. Standard Range: Where Specifications include the phrase "standard range of

colors, patterns, textures" or similar phrase, Architect will select color, pattern,

density, or texture from manufacturer's product line that does not include premium

items.

b. Full Range: Where Specifications include the phrase "full range of colors,

patterns, textures" or similar phrase, Architect will select color, pattern, density, or

texture from manufacturer's product line that includes both standard and premium

items.



2.2 PRODUCT SUBSTITUTIONS

A. Timing: Architect will consider requests for substitution if received within 20 days after the

Notice to Proceed. Requests received after that time may be considered or rejected at discretion

of Architect.

B. Conditions: Architect will consider Contractor's request for substitution when the following

conditions are satisfied. If the following conditions are not satisfied, Architect will return

requests without action, except to record noncompliance with these requirements:

1. Requested substitution offers Owner a substantial advantage in cost, time, energy

conservation, or other considerations, after deducting additional responsibilities Owner

must assume. Owner's additional responsibilities may include compensation to Architect

for redesign and evaluation services, increased cost of other construction by Owner, and

similar considerations.

2. Requested substitution does not require extensive revisions to the Contract Documents.

3. Requested substitution is consistent with the Contract Documents and will produce

indicated results.

4. Substitution request is fully documented and properly submitted.

5. Requested substitution will not adversely affect Contractor's Construction Schedule.

6. Requested substitution has received necessary approvals of authorities having

jurisdiction.

7. Requested substitution is compatible with other portions of the Work.

8. Requested substitution has been coordinated with other portions of the Work.

9. Requested substitution provides specified warranty.

10. If requested substitution involves more than one contractor, requested substitution has

been coordinated with other portions of the Work, is uniform and consistent, is

compatible with other products, and is acceptable to all contractors involved.

2.3 COMPARABLE PRODUCTS

A. Conditions: Architect will consider Contractor's request for comparable product when the

following conditions are satisfied. If the following conditions are not satisfied, Architect will

return requests without action, except to record noncompliance with these requirements:

1. Evidence that the proposed product does not require extensive revisions to the Contract

Documents, that it is consistent with the Contract Documents and will produce the

indicated results, and that it is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those named in the

Specifications. Significant qualities include attributes such as performance, weight, size,

durability, visual effect, and specific features and requirements indicated.

3. Evidence that proposed product provides specified warranty.

4. List of similar installations for completed projects with project names and addresses and

names and addresses of architects and owners, if requested.

5. Samples, if requested.






EXECUTION 017300 - 1

SECTION 017300

EXECUTION

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes general procedural requirements governing execution of the Work


1. Progress cleaning.

2. Protection of installed construction.

3. Correction of the Work.


1. Division 01 Section "Project Management and Coordination" for procedures for

coordinating field engineering with other construction activities.

2. Division 01 Section "Submittal Procedures" for submitting surveys.

3. Division 01 Section "Closeout Procedures" for submitting final property survey with

Project Record Documents, recording of Owner-accepted deviations from indicated lines

and levels, and final cleaning.

1.3 SUBMITTALS

A. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept waste

disposal.



PART 3 - EXECUTION

3.1 EXAMINATION

A. Existing Conditions: The existence and location of site improvements, utilities, and other

construction indicated as existing are not guaranteed. Before beginning work, investigate and



verify the existence and location of mechanical and electrical systems and other construction

affecting the Work.

B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or

Applicator present where indicated, for compliance with requirements for installation tolerances

and other conditions affecting performance. Record observations.

1. Written Report: Where a written report listing conditions detrimental to performance of

the Work is required by other Sections, include the following:

a. Description of the Work.

b. List of detrimental conditions, including substrates.

c. List of unacceptable installation tolerances.

d. Recommended corrections.

2. Verify compatibility with and suitability of substrates.

3. Examine roofs for suitable conditions where products and systems are to be installed.

4. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck

measurements before installing each product. Where portions of the Work are indicated to fit to

other construction, verify dimensions of other construction by field measurements before

fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the

Work.

B. Space Requirements: Verify space requirements and dimensions of items shown

diagrammatically on Drawings.

C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for

clarification of the Contract Documents, submit a request for information to Architect. Include

a detailed description of problem encountered, together with recommendations for changing the

Contract Documents. Submit requests on CSI Form 13.2A, "Request for Interpretation."

3.3 INSTALLATION

A. Comply with manufacturer's written instructions and recommendations for installing products in

applications indicated.

B. Install products at the time and under conditions that will ensure the best possible results.

Maintain conditions required for product performance.

C. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

D. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component

securely in place, accurately located and aligned with other portions of the Work.



1. Mounting Heights: Where mounting heights are not indicated, mount components at

heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.

E. Hazardous Materials: Use products, cleaners, and installation materials that are not considered

hazardous.

3.4 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Coordinate

progress cleaning for joint-use areas where more than one installer has worked. Enforce

requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and

debris.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for

proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the

entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written

instructions of manufacturer or fabricator of product installed.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure

freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing

waste materials down sewers or into waterways will not be permitted.

H. Limiting Exposures: Supervise construction operations to assure that no part of the

construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise

deleterious exposure during the construction period.

3.5 STARTING AND ADJUSTING

A. Start equipment and operating components to confirm proper operation.

B. Adjust operating components for proper operation without binding. Adjust equipment for

proper operation.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.



3.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage

or deterioration at time of Substantial Completion.

3.7 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.



CLOSEOUT PROCEDURES 017700 - 1

SECTION 017700

CLOSEOUT PROCEDURES

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout,


1. Inspection procedures.

2. Warranties.

3. Final cleaning.


1. Division 01 Section "Execution" for progress cleaning of Project site.

2. Division 01 Section "Project Record Documents" for submitting Record Drawings,

Record Specifications, and Record Product Data.

3. Division 01 Section "Operation and Maintenance Data" for operation and maintenance

manual requirements.

4. Divisions 02 through 49 Sections for specific closeout and special cleaning requirements

for the Work in those Sections.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial

Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on

the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final

certifications, and similar documents.

4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to

services and utilities. Include occupancy permits, operating certificates, and similar

releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals,

damage or settlement surveys, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by

Owner. Label with manufacturer's name and model number where applicable.

7. Advise Owner's personnel of changeover in security provisions.

8. Complete startup testing of re-installed a/c systems.



9. Terminate and remove temporary facilities from Project site, along with mockups,

construction tools, and similar elements.

10. Complete final roof cleaning requirements.

11. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual

defects.

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of

request, Architect will either proceed with inspection or notify Contractor of unfulfilled

requirements. Architect will prepare the Certificate of Substantial Completion after inspection

or will notify Contractor of items, either on Contractor's list or additional items identified by

Architect, that must be completed or corrected before certificate will be issued.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections

as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final

Completion.

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final

Completion, complete the following:

1. Submit a final Application for Payment according to Division 01 Section "Payment

Procedures."

2. Submit certified copy of Architect's Substantial Completion inspection list of items to be

completed or corrected (punch list), endorsed and dated by Architect. The certified copy

of the list shall state that each item has been completed or otherwise resolved for

acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance

requirements.

4. Submit pest-control final inspection report and warranty.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,

equipment, and systems as applicable.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,

Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.

Architect will prepare a final Certificate for Payment after inspection or will notify Contractor

of construction that must be completed or corrected before certificate will be issued.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections

as incomplete is completed or corrected.

1.5 LIST OF INCOMPLETE ITEMS (ROOF PUNCH LIST)

A. Preparation: Submit list and include name of each roof per building.

1. Organize list of areas in sequential order

2. Organize items applying to each area by major element.

3. Include the following information at the top of each page:



a. Project name.

b. Date.

c. Name of Architect.

d. Name of Contractor.

e. Page number.

1.6 WARRANTIES

A. Submittal Time: Submit written warranties on request of Architect for designated portions of

the Work where commencement of warranties other than date of Substantial Completion is

indicated.

B. Organize warranty documents into an orderly sequence based on the table of contents of the

Project Manual.

1. Bind warranties and bonds in 3-ring, vinyl-covered, loose-leaf binders, thickness as

necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.

2. Provide dividers with plastic-covered tabs for each separate warranty. Mark tab to

identify the product or installation. Provide a typed description of the product or

installation, including the name of the product and the name, address, and telephone

number of Installer.

3. Identify each binder on the front and spine with the typed or printed title

"WARRANTIES," Project name, and name of Contractor.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS-NOT USED

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply

with local laws and ordinances and Federal and local environmental and antipollution

regulations.

B. Cleaning: Clean each roof to condition expected in an average commercial building cleaning

and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification

of Substantial Completion for entire Project or for a portion of Project:



a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,

including landscape development areas, of rubbish, waste material, litter, and other

foreign substances.

b. Sweep paved areas and staging areas broom clean.

c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface

to it’s original stage.

d. Remove tools, construction equipment, machinery, and surplus material from

Project site.

e. Clean exposed exterior landscaping to a dirt-free condition.

f. Clean debris from all roofs.

g. Leave Project clean and ready.

C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or

excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous

materials into drainage systems. Remove waste materials from Project site and dispose of

lawfully.



OPERATION AND MAINTENANCE DATA 017823 - 1

SECTION 017823

OPERATION AND MAINTENANCE DATA

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for preparing operation and

maintenance manuals, including the following:

1. Maintenance documentation directory.

2. Maintenance manuals for the care and maintenance of Roofing and associated systems.


1. Division 01 Section "Submittal Procedures" for submitting copies of submittals for

operation and maintenance manuals.

2. Division 01 Section "Closeout Procedures" for submitting operation and maintenance

manuals.

3. Division 01 Section "Project Record Documents" for preparing Record Drawings for

operation and maintenance manuals.

4. Divisions 02 through 49 Sections for specific operation and maintenance manual

requirements for the Work in those Sections.

1.3 DEFINITIONS

A. System: An organized collection of parts, equipment, or subsystems united by regular

interaction.

B. Subsystem: A portion of a system with characteristics similar to a system.

1.4 SUBMITTALS

A. Initial Submittal: Submit two draft copies of each manual at least 15 days before requesting

inspection for Substantial Completion. Include a complete operation and maintenance

directory. Architect will return one copy of draft and mark whether general scope and content

of manual are acceptable.

B. Final Submittal: Submit one copy of each manual in final form at least 15 days before final

inspection. Architect will return copy with comments within 15 days after final inspection.

1. Correct or modify each manual to comply with Architect's comments. Submit three

copies of each corrected manual within 15 days of receipt of Architect's comments.



1.5 COORDINATION

A. Where operation and maintenance documentation includes information on installations by more

than one factory-authorized service representative, assemble and coordinate information

furnished by representatives and prepare manuals.

PART 2 - PRODUCTS

2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY

A. Organization: Include a section in the directory for each of the following:

1. List of documents.

2. List of systems.

3. List of equipment.

4. Table of contents.

B. List of Systems and Subsystems: List systems alphabetically. Include references to operation

and maintenance manuals that contain information about each system.

C. List of Equipment: List equipment for each system, organized alphabetically by system. For

pieces of equipment not part of system, list alphabetically in separate list.

D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance

manual.

E. Identification: In the documentation directory and in each operation and maintenance manual,

identify each system, subsystem, and piece of equipment with same designation used in the

Contract Documents. If no designation exists, assign a designation according to

ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building

Systems."

2.2 MANUALS, GENERAL

A. Organization: Unless otherwise indicated, organize each manual into a separate section for each

system and subsystem, and a separate section for each piece of equipment not part of a system.

Each manual shall contain the following materials, in the order listed:

1. Title page.

2. Table of contents.

3. Manual contents.

B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:

1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Owner.

4. Date of submittal.

5. Name, address, and telephone number of Contractor.



6. Name and address of Architect.

7. Cross-reference to related systems in other operation and maintenance manuals.

C. Table of Contents: List each product included in manual, identified by product name, indexed

to the content of the volume, and cross-referenced to Specification Section number in Project

Manual.

1. If operation or maintenance documentation requires more than one volume to

accommodate data, include comprehensive table of contents for all volumes in each

volume of the set.

D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by

system, subsystem, and equipment. If possible, assemble instructions for subsystems,

equipment, and components of one system into a single binder.

1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to

accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on

spine to hold label describing contents and with pockets inside covers to hold folded

oversize sheets.

a. If two or more binders are necessary to accommodate data of a system, organize

data in each binder into groupings by subsystem and related components. Cross-

reference other binders if necessary to provide essential information for proper

operation or maintenance of equipment or system.

b. Identify each binder on front and spine, with printed title "OPERATION AND

MAINTENANCE MANUAL," Project title or name, and subject matter of

contents. Indicate volume number for multiple-volume sets.

2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each

tab to indicate contents. Include typed list of products and major components of

equipment included in the section on each divider, cross-referenced to Specification

Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic

software diskettes for computerized electronic equipment.

4. Supplementary Text: Prepared on 8-1/2-by-11-inch white bond paper.

5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.

a. If oversize drawings are necessary, fold drawings to same size as text pages and

use as foldouts.

b. If drawings are too large to be used as foldouts, fold and place drawings in labeled

envelopes and bind envelopes in rear of manual. At appropriate locations in

manual, insert typewritten pages indicating drawing titles, descriptions of contents,

and drawing locations.

2.3 PRODUCT MAINTENANCE MANUAL

A. Content: Organize manual into a separate section for each product, material, and finish.

Include source information, product information, maintenance procedures, repair materials and

sources, and warranties and bonds, as described below.



B. Source Information: List each product included in manual, identified by product name and

arranged to match manual's table of contents. For each product, list name, address, and

telephone number of Installer or supplier and maintenance service agent, and cross-reference

Specification Section number and title in Project Manual.

C. Product Information: Include the following, as applicable:

1. Product name and model number.

2. Manufacturer's name.

3. Color, pattern, and texture.

4. Material and chemical composition.

5. Reordering information for specially manufactured products.

D. Maintenance Procedures: Include manufacturer's written recommendations and the following:

1. Inspection procedures.

2. Types of cleaning agents to be used and methods of cleaning.

3. List of cleaning agents and methods of cleaning detrimental to product.

4. Schedule for routine cleaning and maintenance.

5. Repair instructions.

E. Repair Materials and Sources: Include lists of materials and local sources of materials and

related services.

F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and

conditions that would affect validity of warranties or bonds.

1. Include procedures to follow and required notifications for warranty claims.

2.4 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL

A. Comply with Division 01 Section "Closeout Procedures" for schedule for submitting operation

and maintenance documentation.



PROJECT RECORD DOCUMENTS 017839 - 1

SECTION 017839

PROJECT RECORD DOCUMENTS

PART 1 - GENERAL




1.2 SUMMARY

A. This Section includes administrative and procedural requirements for Project Record

Documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.


1. Division 01 Section "Closeout Procedures" for general closeout procedures.

2. Division 01 Section "Operation and Maintenance Data" for operation and maintenance

manual requirements.

3. Divisions 02 through 49 Sections for specific requirements for Project Record

Documents of the Work in those Sections.

1.3 SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set of marked-up Record Prints.

2. Number of Copies: Submit copies of Record Drawings as follows:

a. Initial Submittal: Submit one set of corrected Record Transparencies and one set

of marked-up Record Prints. Architect will initial and date each transparency and

mark whether general scope of changes, additional information recorded, and

quality of drafting are acceptable. Architect will return transparencies and prints

for organizing into sets, printing, binding, and final submittal.

b. Final Submittal: Submit one set of marked-up Record Prints, one set of Record

Transparencies, and three copies printed from Record Transparencies. Print each

Drawing, whether or not changes and additional information were recorded.

B. Record Specifications: Submit one copy of Project's Specifications, including addenda and

contract modifications.

C. Record Product Data: Submit one copy of each Product Data submittal.



1. Where Record Product Data is required as part of operation and maintenance manuals,

submit marked-up Product Data as an insert in manual instead of submittal as Record

Product Data.

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings

and Shop Drawings.

1. Preparation: Mark Record Prints to show the actual installation where installation varies

from that shown originally. Require individual or entity who obtained record data,

whether individual or entity is Installer, subcontractor, or similar entity, to prepare the

marked-up Record Prints.

a. Give particular attention to information on concealed elements that would be

difficult to identify or measure and record later.

b. Accurately record information in an understandable drawing technique.

c. Record data as soon as possible after obtaining it. Record and check the markup

before enclosing concealed installations.

2. Content: Types of items requiring marking include, but are not limited to, the following:

a. Dimensional changes to Drawings.

b. Revisions to details shown on Drawings.

c. Revisions to routing of piping and conduits.

d. Revisions to electrical circuitry.

e. Actual equipment locations.

f. Locations of concealed internal utilities.

g. Changes made by Change Order or Construction Change Directive.

h. Changes made following Architect's written orders.

i. Details not on the original Contract Drawings.

j. Field records for variable and concealed conditions.

k. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing

actual physical conditions, completely and accurately. If Shop Drawings are marked,

show cross-reference on the Contract Drawings.

4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish

between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted

from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order

numbers, and similar identification, where applicable.



2.2 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installation

varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that

cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and

equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to

provide a record of selections made.

4. For each principal product, indicate whether Record Product Data has been submitted in

operation and maintenance manuals instead of submitted as Record Product Data.

5. Note related Change Orders, Record Product Data and Record Drawings where

applicable.

2.3 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installation where installation

varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that

cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in

manufacturer's written instructions for installation.

3. Note related Change Orders, Record Specifications, and Record Drawings where

applicable.

2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous

record keeping and submittal in connection with actual performance of the Work. Bind or file

miscellaneous records and identify each, ready for continued use and reference.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for Project

Record Document purposes. Post changes and modifications to Project Record Documents as

they occur; do not wait until the end of Project.

B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the

field office apart from the Contract Documents used for construction. Do not use Project

Record Documents for construction purposes. Maintain Record Documents in good order and

in a clean, dry, legible condition, protected from deterioration and loss. Provide access to

Project Record Documents for Architect's reference during normal working hours.



METAL FABRICATIONS 055000 - 1

SECTION 055000

METAL FABRICATIONS

PART 1 - GENERAL



Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY


1. Steel framing and supports for mechanical and electrical equipment.

2. Steel framing and supports for applications where framing and supports are not specified

in other Sections.

3. Loose bearing and leveling plates.

4. Rain diverter angles.

5. Aluminum termination bars.

B. Products furnished, but not installed, under this Section include the following:

1. Anchor bolts, steel pipe sleeves, and wedge-type inserts indicated to be cast into concrete

or built into unit masonry.


1. Division 06 Section "Rough Carpentry” for metal framing anchors.

1.3 PERFORMANCE REQUIREMENTS

A. Structural Performance of Ladders: Provide ladders capable of withstanding the effects of loads

and stresses within limits and under conditions specified in ANSI A14.3.

B. Thermal Movements: Provide exterior metal fabrications that allow for thermal movements

resulting from the following maximum change (range) in ambient and surface temperatures by

preventing buckling, opening of joints, overstressing of components, failure of connections, and

other detrimental effects. Base engineering calculation on surface temperatures of materials due

to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.

1.4 SUBMITTALS

A. Shop Drawings: Show fabrication and installation details for metal fabrications.

1. Include plans, elevations, sections, and details of metal fabrications and their

connections. Show anchorage and accessory items.



2. Provide templates for anchors and bolts specified for installation under other Sections.

3. For installed products indicated to comply with design loads, include structural analysis

data signed and sealed by the qualified professional engineer responsible for their

preparation.

B. Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that products

furnished comply with requirements.

C. Welding certificates.

D. Qualification Data: For professional engineer.


A. Welding: Qualify procedures and personnel according to the following:

1. AWS D1.1, "Structural Welding Code--Steel."

2. AWS D1.2, "Structural Welding Code--Aluminum."

3. AWS D1.3, "Structural Welding Code--Sheet Steel."

4. AWS D1.6, "Structural Welding Code--Stainless Steel."


A. Field Measurements: Verify actual locations of walls and other construction contiguous with

metal fabrications by field measurements before fabrication and indicate measurements on Shop

Drawings.

1. Established Dimensions: Where field measurements cannot be made without delaying

the Work, establish dimensions and proceed with fabricating metal fabrications without

field measurements. Coordinate wall and other contiguous construction to ensure that

actual dimensions correspond to established dimensions.

2. Provide allowance for trimming and fitting at site.

1.7 COORDINATION

A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings,

templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor

bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver

such items to Project site in time for installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to

product selection:



1. Available Products: Subject to compliance with requirements, products that may be

incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products

specified.

3. Available Manufacturers: Subject to compliance with requirements, manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the

manufacturers specified.

2.2 METALS, GENERAL

A. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise

indicated. For metal fabrications exposed to view in the completed Work, provide materials

without seam marks, roller marks, rolled trade names, or blemishes.

2.3 FERROUS METALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304.

C. Stainless-Steel Bars and Shapes: ASTM A 276, Type 304.

D. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with

ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D.

E. Rolled-Stainless-Steel Floor Plate: ASTM A 793.

F. Steel Tubing: ASTM A 500, cold-formed steel tubing.

G. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is

indicated or required by structural loads.

H. Cast Iron: ASTM A 48/A 48M, Class 30, unless another class is indicated or required by

structural loads.

2.4 NONFERROUS METALS

A. Aluminum Plate and Sheet: ASTM B 209, Alloy 6061-T6.

B. Aluminum Extrusions: ASTM B 221, Alloy 6063-T6.

C. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M, Alloy 6061-T6.

D. Aluminum Castings: ASTM B 26/B 26M, Alloy 443.0-F.



2.5 FASTENERS

A. General: Unless otherwise indicated, provide Type 316 stainless-steel fasteners for exterior use

and zinc-plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at exterior

walls. Provide stainless-steel fasteners for fastening aluminum. Select fasteners for type, grade,

and class required.

B. Steel Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts,

ASTM A 563; and, where indicated, flat washers.

C. Stainless-Steel Bolts and Nuts: Regular hexagon-head annealed stainless-steel bolts, nuts and,

where indicated, flat washers; ASTM F 593 for bolts and ASTM F 594 for nuts, Alloy

Group A1.

D. Anchor Bolts: ASTM F 1554, Grade 36.

1. Provide hot-dip or mechanically deposited, zinc-coated anchor bolts where item being

fastened is indicated to be galvanized.

E. Eyebolts: ASTM A 489.

F. Machine Screws: ASME B18.6.3.

G. Lag Bolts: ASME B18.2.1.

H. Wood Screws: Flat head, ASME B18.6.1.

I. Plain Washers: Round, ASME B18.22.1 .

J. Lock Washers: Helical, spring type, ASME B18.21.1.

K. Expansion Anchors: Anchor bolt and sleeve assembly with capability to sustain, without

failure, a load equal to six times the load imposed when installed in unit masonry and four times

the load imposed when installed in concrete, as determined by testing according to

ASTM E 488, conducted by a qualified independent testing agency.

1. Material for Anchors in Interior Locations: Carbon-steel components zinc-plated to

comply with ASTM B 633, Class Fe/Zn 5.

2. Material for Anchors in Exterior Locations: Alloy Group A1 stainless-steel bolts

complying with ASTM F 593 and nuts complying with ASTM F 594.

2.6 MISCELLANEOUS MATERIALS

A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy

welded.

B. Shop Primers: Provide primers that comply with Division 09 painting Sections.

C. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer

complying with MPI#79.



1. Use primer with a VOC content of 420 g/L (3.5 lb/gal.) or less when calculated according

to 40 CFR 59, Subpart D (EPA Method 24).

2. Use primer containing pigments that make it easily distinguishable from zinc-rich primer.

D. Zinc-Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with

topcoat.

1. Use primer with a VOC content of 420 g/L (3.5 lb/gal.) or less when calculated according

to 40 CFR 59, Subpart D (EPA Method 24).

2. Products:

a. Benjamin Moore & Co.; Epoxy Zinc-Rich Primer CM18/19.

b. Carboline Company; Carbozinc 621.

c. ICI Devoe Coatings; Catha-Coat 313.

d. International Coatings Limited; Interzinc 315 Epoxy Zinc-Rich Primer.

e. PPG Architectural Finishes, Inc.; Aquapon Zinc-Rich Primer 97-670.

f. Sherwin-Williams Company (The); Corothane I GalvaPac Zinc Primer.

g. Tnemec Company, Inc.; Tneme-Zinc 90-97.

E. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel,

complying with SSPC-Paint 20.

F. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.

G. Nonshrink, Metallic Grout: Factory-packaged, ferrous-aggregate grout complying with

ASTM C 1107, specifically recommended by manufacturer for heavy-duty loading applications.

H. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout

complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for

interior and exterior applications.

I. Concrete Materials and Properties: Comply with requirements in Division 03 Section "Cast-in-

Place Concrete" for normal-weight, air-entrained, ready-mix concrete with a minimum 28-day

compressive strength of 3000 psi, unless otherwise indicated.

2.7 FABRICATION, GENERAL

A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units

only as necessary for shipping and handling limitations. Use connections that maintain

structural value of joined pieces. Clearly mark units for reassembly and coordinated

installation.

B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of

approximately 1/32 inch, unless otherwise indicated. Remove sharp or rough areas on exposed

surfaces.

C. Form bent-metal corners to smallest radius possible without causing grain separation or

otherwise impairing work.

D. Form exposed work true to line and level with accurate angles and surfaces and straight edges.



E. Weld corners and seams continuously to comply with the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion

resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing and contour of welded surface matches that of adjacent

surface.

F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners

where possible. Where exposed fasteners are required, use Phillips flat-head (countersunk)

screws or bolts, unless otherwise indicated. Locate joints where least conspicuous.

G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude

water. Provide weep holes where water may accumulate.

H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws,

and similar items.

I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring

devices to secure metal fabrications rigidly in place and to support indicated loads.

1. Where units are indicated to be cast into concrete or built into masonry, equip with

integrally welded steel strap anchors, 1/8 by 1-1/2 inches, with a minimum 6-inch

embedment and 2-inch hook, not less than 8 inches (200 mm) from ends and corners of

units and 24 inches o.c., unless otherwise indicated.

2.8 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports not specified in other Sections as needed to

complete the Work.

B. Fabricate units from steel shapes, plates, and bars of welded construction, unless otherwise

indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent

construction retained by framing and supports. Cut, drill, and tap units to receive hardware,

hangers, and similar items.

1. Fabricate units from slotted channel framing where indicated.

2. Furnish inserts if units are installed after concrete is placed.

C. Galvanize miscellaneous framing and supports where indicated.

D. Prime miscellaneous framing and supports with zinc-rich primer where indicated.

2.9 Aluminum Termination Bars

A. Termination bar minimum dimensions shall be 3/8" thick x 2" width x 12' long. Coordinate

other bar requirements with roofing system manufacturer.



2.10 MISCELLANEOUS STEEL TRIM

A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown

with continuously welded joints and smooth exposed edges. Miter corners and use concealed

field splices where possible.

B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with

other work.

1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry

construction.

C. Galvanize exterior miscellaneous steel trim.

2.11 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for applying and designating finishes.

B. Finish metal fabrications after assembly.

2.12 STEEL AND IRON FINISHES

A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard listed

below:

1. ASTM A 123/A 123M, for galvanizing steel and iron products.

2. ASTM A 153/A 153M, for galvanizing steel and iron hardware.

B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with

minimum requirements indicated below for SSPC surface preparation specifications and

environmental exposure conditions of installed metal fabrications:

1. Exteriors (SSPC Zone 1B) : SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

2. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning."

C. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with

galvanized finishes and those to be embedded in concrete, sprayed-on fireproofing, or masonry,

unless otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification No. 1:

Shop, Field, and Maintenance Painting of Steel," for shop painting.

1. Stripe paint corners, crevices, bolts, welds, and sharp edges.



PART 3 - EXECUTION


A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing

metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with

edges and surfaces level, plumb, true, and free of rack; and measured from established lines and

levels.

B. Fit exposed connections accurately together to form hairline joints. Weld connections that are

not to be left as exposed joints but cannot be shop welded because of shipping size limitations.

Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after

fabrication and are for bolted or screwed field connections.

C. Field Welding: Comply with the following requirements:

1. Use materials and methods that minimize distortion and develop strength and corrosion

resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing and contour of welded surface matches that of adjacent

surface.

D. Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal

fabrications are required to be fastened to in-place construction. Provide threaded fasteners for

use with concrete and masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and

other connectors.

E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,

masonry, or similar construction.

F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with

grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint.

3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Install framing and supports to comply with requirements of items being supported,

including manufacturers' written instructions and requirements indicated on Shop Drawings.

B. Anchor supports for operable partitions securely to and rigidly brace from building structure.

C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders

with anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of

pipe columns.

1. Where grout space under bearing plates is indicated for girders supported on concrete or

masonry, install as specified in "Installing Bearing and Leveling Plates" Article.



D. Install pipe columns on concrete footings with grouted baseplates. Position and grout column

baseplates as specified in "Installing Bearing and Leveling Plates" Article.

1. Grout baseplates of columns supporting steel girders after girders are installed and

leveled.

3.3 Termination Bar Installation

A. Install in accordance with roof system manufacturer.

3.4 ADJUSTING AND CLEANING

A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and

abraded areas. Paint uncoated and abraded areas with the same material as used for shop

painting to comply with SSPC-PA 1 for touching up shop-painted surfaces.

1. Apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film thickness.

B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and

abraded areas of shop paint are specified in Division 09 painting Sections.

C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair

galvanizing to comply with ASTM A 780.



MISCELLANEOUS ROUGH CARPENTRY 061053 - 1

SECTION 061053

MISCELLANEOUS ROUGH CARPENTRY

PART 1 - GENERAL




1.2 SUMMARY


1. Rooftop equipment bases and support curbs.

2. Wood blocking, cants, and nailers.

1.3 DEFINITIONS

A. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in

least dimension.

B. Lumber grading agencies, and the abbreviations used to reference them, include the following:

1. NeLMA: Northeastern Lumber Manufacturers' Association.

2. NHLA: National Hardwood Lumber Association.

3. NLGA: National Lumber Grades Authority.

4. SPIB: The Southern Pine Inspection Bureau.

5. WCLIB: West Coast Lumber Inspection Bureau.

6. WWPA: Western Wood Products Association.

1.4 SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate component

materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufacturer and

certification by treating plant that treated materials comply with requirements. Indicate

type of preservative used and net amount of preservative retained.

2. Include data for fire-retardant treatment from chemical treatment manufacturer and

certification by treating plant that treated materials comply with requirements. Include

physical properties of treated materials based on testing by a qualified independent

testing agency.

3. For fire-retardant treatments specified to be High-Temperature (HT) type include

physical properties of treated lumber both before and after exposure to elevated

temperatures, based on testing by a qualified independent testing agency according to

ASTM D 5664.



4. For products receiving a waterborne treatment, include statement that moisture content of

treated materials was reduced to levels specified before shipment to Project site.

5. Include copies of warranties from chemical treatment manufacturers for each type of

treatment.

B. Research/Evaluation Reports: For the following, showing compliance with building code in

effect for Project:

1. Preservative-treated wood.

2. Fire-retardant-treated wood.

3. Power-driven fasteners.

4. Powder-actuated fasteners.

5. Expansion anchors.

6. Metal framing anchors.


A. Forest Certification: For the following wood products, provide materials produced from wood

obtained from forests certified by an FSC-accredited certification body to comply with FSC 1.2,

"Principles and Criteria":

1. Dimension lumber framing.

2. Miscellaneous lumber.

3. Interior wood trim.

4. Shelving and clothes rods.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air

circulation around stacks and under coverings.

B. Deliver interior wood materials that are to be exposed to view only after building is enclosed

and weatherproof, wet work other than painting is dry, and HVAC system is operating and

maintaining temperature and humidity at occupancy levels.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency

is indicated, provide lumber that complies with the applicable rules of any rules-writing agency

certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the

ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on

end or back of each piece.



3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for

moisture content specified. Where actual sizes are indicated, they are minimum dressed

sizes for dry lumber.

4. Provide dressed lumber, S4S, unless otherwise indicated.

2.2 WOOD-PRESERVATIVE-TREATED MATERIALS

A. Preservative Treatment by Pressure Process: AWPA C2, except that lumber that is not in

contact with the ground and is continuously protected from liquid water may be treated

according to AWPA C31 with inorganic boron (SBX).

1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no

arsenic or chromium.

2. For exposed items indicated to receive a stained or natural finish, use chemical

formulations that do not require incising, contain colorants, bleed through, or otherwise

adversely affect finishes.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use

material that is warped or does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board

of Review.

D. Application: Treat all miscellaneous carpentry, unless otherwise indicated:

1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar

members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry

or concrete.

3. Wood framing and furring attached directly to the interior of below-grade exterior

masonry or concrete walls.

4. Wood framing members that are less than 18 inches above the ground in crawl spaces or

unexcavated areas.

5. Wood floor plates that are installed over concrete slabs-on-grade.

2.3 FIRE-RETARDANT-TREATED MATERIALS

A. General: Comply with performance requirements in AWPA C20 (lumber).

1. Use treatment that does not promote corrosion of metal fasteners.

2. Use Exterior type for exterior locations and where indicated.

3. Use Interior Type A, High Temperature (HT) for enclosed roof framing, framing in attic

spaces, and where indicated.

4. Use Interior Type A, unless otherwise indicated.

B. Identify fire-retardant-treated wood with appropriate classification marking of testing and

inspecting agency acceptable to authorities having jurisdiction.



C. Application: Treat all miscellaneous carpentry, and items indicated on Drawings, and the

following:

1. Concealed blocking.

2. Roof construction.

2.4 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other

construction, including the following:

1. Blocking.

2. Nailers.

3. Rooftop equipment bases and support curbs.

4. Cants.

5. Furring.

6. Grounds.

7. Utility shelving.

B. For blocking not used for attachment of other construction Utility, Stud, or No. 3 grade lumber

of any species may be used provided that it is cut and selected to eliminate defects that will

interfere with its attachment and purpose.

C. For blocking and nailers used for attachment of other construction, select and cut lumber to

eliminate knots and other defects that will interfere with attachment of other work.

2.5 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified

in this Article for material and manufacture.

1. Where carpentry is exposed to weather, in ground contact, pressure-preservative treated,

or in area of high relative humidity, provide fasteners with hot-dip zinc coating

complying with ASTM A 153/A 153M.

B. Nails, Brads, and Staples: ASTM F 1667.

C. Power-Driven Fasteners: NES NER-272.

D. Wood Screws: ASME B18.6.1.

E. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer heads

and reamer wings, length as recommended by screw manufacturer for material being fastened.

F. Lag Bolts: ASME B18.2.1.

G. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and,

where indicated, flat washers.



H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with

capability to sustain, without failure, a load equal to 6 times the load imposed when installed in

unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as

determined by testing per ASTM E 488 conducted by a qualified independent testing and

inspecting agency.

1. Material: Carbon-steel components, zinc plated to comply with ASTM B 633,

Class Fe/Zn 5.

2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and

ASTM F 594, Alloy Group 1 or 2

PART 3 - EXECUTION


A. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit

carpentry to other construction; scribe and cope as needed for accurate fit. Locate , nailers,

blocking, , and similar supports to comply with requirements for attaching other construction.

B. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame

Construction," unless otherwise indicated.

C. Metal Framing Anchors: Install metal framing to comply with manufacturer's written

instructions.

D. Do not splice structural members between supports, unless otherwise indicated.

E. Provide blocking and framing as indicated and as required to support facing materials, fixtures,

specialty items, and trim.

1. Provide metal clips for fastening gypsum board or lath at corners and intersections where

framing or blocking does not provide a surface for fastening edges of panels. Space clips

not more than 16 inches o.c.

F. Sort and select lumber so that natural characteristics will not interfere with installation or with

fastening other materials to lumber. Do not use materials with defects that interfere with

function of member or pieces that are too small to use with minimum number of joints or

optimum joint arrangement.

G. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated

lumber.

1. Use inorganic boron for items that are continuously protected from liquid water.

2. Use copper naphthenate for items not continuously protected from liquid water.

H. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying

with the following:

1. NES NER-272 for power-driven fasteners.



2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.

3. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof

Sheathing Nailing Schedule," in ICBO's Uniform Building Code.

4. Table 2305.2, "Fastening Schedule," in BOCA's BOCA National Building Code.

5. Table 2306.1, "Fastening Schedule," in SBCCI's Standard Building Code.

6. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),

"Alternate Attachments," in ICC's International Residential Code for One- and Two-

Family Dwellings.

7. Table 602.3(1), "Fastener Schedule for Structural Members," and Table 602.3(2),

"Alternate Attachments," in ICC's International One- and Two-Family Dwelling Code.

I. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully

penetrate members where opposite side will be exposed to view or will receive finish materials.

Make tight connections between members. Install fasteners without splitting wood; do not

countersink nail heads, unless otherwise indicated.

3.2 WOOD BLOCKING, AND NAILER INSTALLATION

A. Install where indicated and where required for attaching other work. Form to shapes indicated

and cut as required for true line and level of attached work. Coordinate locations with other

work involved.

B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces,

unless otherwise indicated.

C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not

less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness

of finish material. Remove temporary grounds when no longer required.

3.3 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite

protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment.

Apply borate solution by spraying to comply with EPA-registered label.

B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet,

apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-

registered label.



PREPARATION FOR RE-ROOFING 070150 - 1

SECTION 070150

PREPARATION FOR RE-ROOFING

PART 1 - GENERAL




1.2 SUMMARY


1. Roof system and Base Flashing tear-off.

2. Temporary roofing membrane.

3. Roof re-cover preparation.

4. Removal of base flashings.

5. Protection of existing roofing system that is not re-roofed.


1. Division 01 Section "Summary" for restrictions on use of the premises due to Owner or

tenant occupancy.

2. Division 01 Section "Temporary Facilities and Controls" for temporary construction and

environmental-protection measures for reroofing preparation.

3. Division 06 Section “Miscellaneous Rough Carpentry" for wood nailers, cants, curbs, and

blocking.

4. Division 07 Section "Sheet Metal Flashing and Trim" for roof penetration flashings,

flashings, and counterflashings.

C. Unit Prices: Refer to Division 01 Section "Unit Prices" for description of Work in this Section

affected by unit prices.

1.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to

remain Owner's property, demolished materials shall become Contractor's property and shall be

removed from Project site.

1.4 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D 1079 and glossary in NRCA's "The NRCA Roofing

and Waterproofing Manual" for definition of terms related to roofing work in this Section.

B. Existing Membrane Roofing System: Single ply roofing membrane, surfacing, and components

and accessories between deck and roofing membrane.



C. Substrate Board: Rigid board or panel products placed over the roof deck that serve as thermal

barriers, provide a smooth substrate, or serve as a component of a fire-resistance-rated roofing

system.

D. Roof Re-Cover Preparation: Existing roofing membrane that is to remain and be prepared for

reuse.

E. Roof Tear-Off: Removal of existing membrane roofing system from deck.

F. Partial Roof Tear-Off: Removal of a portion of existing membrane roofing system from deck or

removal of selected components and accessories from existing membrane roofing system.

G. Remove: Detach items from existing construction and legally dispose of them off-site unless

indicated to be removed and reinstalled.

H. Existing to Remain: Existing items of construction that are not indicated to be removed.

1.5 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Temporary Roofing: Include Product Data and description of temporary roofing system. If

temporary roof will remain in place, submit surface preparation requirements needed to receive

permanent roof, and submit a letter from roofing membrane manufacturer stating acceptance of

the temporary membrane, and that its inclusion will not adversely affect the roofing system's

resistance to fire and wind or its FMG rating.

C. Fastener pull-out test report. Contractor to provide a pull test on the existing light weight

concrete deck. Tests shall be in alignment with ANSI SPRI FX-1. The results of the pull test

will determine if the existing Lightweight concrete deck can provide the pull-out values to meet

FM 1-90.

D. Photographs or Videotape: Show existing conditions of adjoining construction and site

improvements, including exterior and interior finish surfaces, that might be misconstrued as

having been damaged by reroofing operations. Submit before Work begins.

E. Landfill Records: Indicate receipt and acceptance of hazardous wastes, such as asbestos-

containing material, by a landfill facility licensed to accept hazardous wastes.

F. Qualification Data: For Installer approved by warrantor of proposed roofing system.


A. Installer Qualifications: Installer of new membrane roofing system.

B. Regulatory Requirements: Comply with governing EPA notification regulations before

beginning membrane roofing removal. Comply with hauling and disposal regulations of

authorities having jurisdiction.



C. Reroofing Conference: Conduct conference at Project site to comply with requirements in

Division 01 Section "Project Management and Coordination." Review methods and procedures

related to roofing system including, but not limited to, the following:

1. Meet with Owner; Architect; Owner's insurer if applicable; testing and inspecting agency

representative; roofing system manufacturer's representative; deck Installer; roofing

Installer including project manager, superintendent, and foreman; and installers whose

work interfaces with or affects reroofing including installers of roof accessories and roof-

mounted equipment.

2. Review methods and procedures related to reroofing preparation, including membrane

roofing system manufacturer's written instructions.

3. Review temporary protection requirements for existing roofing system that is to remain,

during and after installation.

4. Review roof drainage during each stage of reroofing and review roof drain plugging and

plug removal procedures.

5. Review and finalize construction schedule, and verify availability of materials, Installer's

personnel, equipment, and facilities needed to make progress and avoid delays.

6. Review existing deck removal procedures and Owner notifications.

7. Review procedures to determine condition and acceptance of existing deck for reuse.

8. Review structural loading limitations of deck during reroofing.

9. Review base flashings, special roofing details, drainage, penetrations, equipment curbs,

and condition of other construction that will affect reroofing.

10. Review HVAC shutdown and sealing of air intakes.

11. Review shutdown of fire-suppression, -protection, and -alarm and -detection systems.

12. Review procedures for asbestos removal or unexpected discovery of asbestos-containing

materials.

13. Review governing regulations and requirements for insurance and certificates if

applicable.

14. Review existing conditions that may require notification of Architect before proceeding.


A. Owner will occupy portions of building immediately below reroofing area. Conduct reroofing

so Owner's operations will not be disrupted. Provide Owner with not less than 72 hours' notice

of activities that may affect Owner's operations.

1. Coordinate work activities daily with Owner so Owner can place protective dust or water

leakage covers over sensitive equipment or furnishings, shut down HVAC and fire-alarm

or -detection equipment if needed, and evacuate occupants from below the work area if

desired.

2. Before working over structurally impaired areas of deck, notify Owner to evacuate

occupants from below the affected area. Verify that occupants below the work area have

been evacuated prior to proceeding with work over the impaired deck area.

B. Protect building to be re-roofed, adjacent buildings, walkways, site improvements, exterior

plantings, and landscaping from damage or soiling from reroofing operations.

C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

D. Owner assumes no responsibility for condition of areas to be reroofed.



1. Conditions existing at time of inspection for bidding will be maintained by Owner as far

as practical.

E. Limit construction loads on roof to rooftop equipment wheel loads.

F. The results of an analysis of test cores from existing membrane roofing system are available for

Contractor's reference.

G. Construction Drawings for existing roofing system are provided for Contractor's reference.

Contractor is responsible for conclusions derived from existing documents.

H. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted

weather conditions permit Work to proceed without water entering into existing roofing system

or building.

I. Hazardous Materials: It is not expected that hazardous materials such as asbestos-containing

materials will be encountered in the Work.

1. Hazardous materials will be removed by Owner before start of the Work. Existing roof

will be left no less watertight than before removal.

2. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Hazardous materials will be removed by

Owner under a separate contract.

PART 2 - PRODUCTS

2.1 TEMPORARY ROOFING MATERIALS

A. Selection of materials and design of temporary roofing is responsibility of Contractor.

B. Sheathing Paper: Red-rosin type, minimum 3 lb/100 sq. ft..

C. Base Sheet: ASTM D 4601, Type II, nonperforated, asphalt-impregnated and -coated, glass-

fiber sheet.

D. Glass-Fiber Felts: ASTM D 2178, Type IV, asphalt-impregnated, glass-fiber felt.

E. Asphalt Primer: ASTM D 41.

F. Roofing Asphalt: ASTM D 312, Type III or IV.

2.2 RECOVER BOARDS

A. Recover Board: ASTM C 208, Type II, Grade 1 or 2, cellulosic-fiber insulation board; 1/2 inch

thick.

B. Recover Board: ASTM C 728, perlite board; 1 inch thick.



C. Fasteners: Factory-coated steel fasteners, No. 12 or 14, and metal or plastic plates listed in

FMG's "Approval Guide," designed for fastening recover boards to appropriate deck material.

2.3 AUXILIARY REROOFING MATERIALS

A. General: Auxiliary reroofing preparation materials recommended by roofing system

manufacturer for intended use and compatible with components of new membrane roofing

system.

B. Base Sheet Fasteners: Capped head, factory-coated steel fasteners, listed in FMG's "Approval

Guide."

C. Metal Flashing Sheet: Metal flashing sheet is specified in Division 07 Section "Sheet Metal

Flashing and Trim."

PART 3 - EXECUTION

3.1 PREPARATION

A. Coordinate with Owner to shut down air intake equipment in the vicinity of the Work. Cover

air intake louvers before proceeding with reroofing work that could affect indoor air quality or

activate smoke detectors in the ductwork.

B. During removal operations, have sufficient and suitable materials on-site to facilitate rapid

installation of temporary protection in the event of unexpected rain.

C. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.

Prevent debris from entering or blocking roof drains and conductors. Use roof-drain plugs

specifically designed for this purpose. Remove roof-drain plugs at end of each workday, when

no work is taking place, or when rain is forecast.

1. If roof drains will be temporarily blocked or unserviceable due to roofing system removal

or partial installation of new membrane roofing system, provide alternative drainage

method to remove water and eliminate ponding. Do not permit water to enter into or

under existing membrane roofing system components that are to remain.

D. Verify that rooftop utilities and service piping have been shut off before commencing Work.

E. Fastener pull-out test report. Contractor to provide a pull test on the existing light weight

concrete deck. Tests shall be in alignment with ANSI SPRI FX-1. The results of the pull test

will determine if the existing Lightweight concrete deck can provide the pull-out values to meet

FM 1-90.

3.2 ROOF SYSTEM AND BASE FLASHING TEAR-OFF

A. General: Notify Owner each day of extent of roof tear-off proposed.



B. Remove existing roof system down to steel deck. Return ballast to Owner by taking ballast to

Owner’s preferred location.

3.3 TEMPORARY ROOFING MEMBRANE

A. Install approved temporary roofing membrane over area to be reroofed.

B. Install temporary roofing membrane over area to be reroofed.

C. Remove temporary roofing membrane before installing new roofing membrane.

3.4 EXISTING BASE FLASHINGS

A. Remove existing base flashings around parapets, curbs, walls, and penetrations.

1. Clean substrates of contaminants such as asphalt, sheet materials, dirt, and debris.

B. Do not damage metal counterflashings that are to remain. Replace metal counterflashings

damaged during removal with counterflashings of same metal, weight or thickness, and finish.

3.5 DISPOSAL

A. Collect and place demolished materials in containers. Promptly dispose of demolished materials

in a legal manner. Do not allow demolished materials to accumulate on-site.

1. Storage or sale of demolished items or materials on-site will not be permitted.

B. Transport demolished materials off Owner's property and legally dispose of them on a daily

basis.

END OF SECTION


ROOF AND DECK INSULATION 072200 - 1

SECTION 072200

ROOF AND DECK INSULATION

PART 1 – GENERAL


A. Drawings and general provisions of the Contract, including the Conditions of the Contract

and Division 01 Specification Sections apply to this section.

1.2 SUMMARY

A. Section includes roof insulation over the properly prepared deck substrate.

B. Related Sections:

1. Section 07 52 00 – Modified Bituminous Membrane Roofing.

2. Section 07 62 00 – SBS Sheet Metal Flashing and Trim.

1.3 REFERENCES

A. American Society for Testing and materials (ASTM)

B. Cast Iron Soil Pipe Institute, Washington, D.C. (CISPI)

C. Factory Mutual Research (FM):

1. Roof Assembly Classifications.

D. National Roofing Contractors Association (NRCA):

1. Roofing and Waterproofing Manual.

E. Underwriters Laboratories, Inc. (UL):

1. Fire Hazard Classifications.

F. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

G. Steel Deck Institute, St. Louis, Missouri (SDI)

H. Southern Pine Inspection Bureau, Pensacola, Florida (SPIB)

I. Insulation Board, Polyisocyanurate (FS HH-I-1972)

J. Insulation Board, Thermal (Fiberboard) (FS LLL-1-535B)

1.4 SUBMITTALS

A. Product Data: Provide manufacturer’s specification data sheets for each product in accord-

ance with Division 01 Section Submittal Procedures. 01 13 00.

B. Provide a sample of each insulation type.

C. Provide a set of full tapered insulation shop drawings illustrating layout on actual existing

conditions drawing.




A. Fire Classification, ASTM E-108.

B. Manufacturer’s Certificate: Certify that roof system furnished is approved by Factory Mutual,

or Underwriters Laboratories in accordance with ASTM E108, Class A for external fire and

meets local or nationally recognized building codes.

C. Manufacturer’s Certificate: Certify that the roof system is adhered properly to meet or exceed

the requirements of FM 1-90.

D. Pre-installation meeting: Refer to Division 07 roofing specifications for pre-installation meet-

ing requirements.

1.6 DELIVERY, STORAGE AND HANDLING

A. Deliver products to site with seals and labels intact, in manufacturer’s original containers, dry

and undamaged.

B. Store all insulation materials in a manner to protect them from the wind, sun and moisture

damage prior to and during installation. Any insulation that has been exposed to any mois-

ture shall be removed from the project site.

C. Keep materials enclosed in a watertight, ventilated enclosure (i.e. tarpaulins).

D. Store materials off the ground. Any warped, broken or wet insulation boards shall be re-

moved from the site.

PART 2 – PRODUCTS

1.1 PRODUCTS, GENERAL

A. Basis of Design: Materials, manufacturer’s product designations, and/or manufacturer’s

names specified herein shall be regarded as the minimum standard of quality required for

work of this Section. Comply with all manufacturer and contractor/fabricator quality and

performance criteria specified in Part 1.

B. Substitutions: Products proposed as equal to the products specified in this Section shall be

submitted in accordance with Bidding Requirements and Division 01 provisions.

1. Proposals shall be accompanied by a copy of the manufacturer’s standard specification

section. That specification section shall be signed and sealed by a professional engi-

neer licensed in the state in which the installation is to take place. Substitution re-

quests containing specifications without licensed engineer certification shall be reject-

ed for non-conformance.

2. Include a list of three (3) projects of similar type and extent, located within a one hundred

mile radius from the location of the project. In addition, the three projects must be at

least five (5) years old and be available for inspection by the Architect, Owner or

Owner’s Representative.



3. Equivalency of performance criteria, warranty terms, submittal procedures, and contrac-

tual terms will constitute the basis of acceptance.

4. The Owner’s decision regarding substitutions will be considered final. Unauthorized

substitutions will be rejected.

1.2 INSULATION MATERIALS

A. Thermal Insulation Properties and Approved Insulation Boards.

1. Rigid Polyisocyanurate Roof Insulation; ASTM C1289:

a. Qualities: Rigid, closed cell polyisocyanurate foam core bonded to heavy duty

glass fiber mat facers.

b. Thickness: Minimum 3.0.

c. R-Value: Minimum 18.0.

d. Compliances: FM listed under Roofing Systems

Federal Specification HH-I-1972, Class 1.

2. Tapered Polyisocyanurate Roof Insulation; ASTM C1289:

a. Qualities: Factory Tapered, closed cell polyisocyanurate foam core bonded to

heavy duty glass fiber mat facers.

b. Thickness: Minimum ¼”

c. Tapered Slope: Doubled the slope of the roof

d. Compliances: FM listed under Roofing Systems Federal Specification HH-I-

1972, Class 1

3. High Density Fiberboard Roof insulation; ASTM C208

a. Qualities: Rigid, composed of interlocking fibers factory blended treated with as-

phalt on all six (6) sides.

b. Board Size: Four feet by four feet (4’ x 4’)

c. Thickness: Minimum 25/32”

d. Compliances: FM listed under Roofing Systems. Federal Specification LLL-I-

535-B.

1.3 RELATED MATERIALS

A. Fasteners: Corrosion resistant screw fastener as recommended by roof membrane manufac-

turer.

1. Factory Mutual Tested and Approved with three (3) inches coated disc for I-90 rating,

length required to penetrate metal deck one inch. To be used to mechanically fasten

the polyisocyanurate through a metal deck.

2. Standard round wire, zinc-coated steel or aluminum; min 12 gauge, smooth, barbed or de-

formed shank, with 1 inch round plastic caps. Length must be sufficient to penetrate

into solid wood at least 3/4 inch. To be used to mechanically fasten a Type II Base

Sheet through a plywood deck.

3. Locking Impact nailed designed to attach a vented base sheet to an existing light weight

concrete deck. Contractor to ensure that the existing light weight concrete deck can

meet the pull out values necessary to meet the local code for wind uplifts.

PART 3 – EXECUTION

3.1 INSPECTION OF SURFACES

A. Roofing contractor shall be responsible for preparing an adequate substrate to receive insula-

tion.



1. Verify that work which penetrates roof deck has been completed.

2. Verify that wood nailers are properly and securely installed.

3. Examine surfaces for defects, rough spots, ridges, depressions, foreign material, moisture,

and unevenness.

4. Do not proceed until defects are corrected.

5. Do not apply insulation until substrate is sufficiently dry.

6. Broom clean substrate immediately prior to application.

7. Use additional insulation to fill depressions and low spots that would otherwise cause

ponding water.

8. Verify that temporary roof has been completed.

3.2 INSTALLATION

A. Attachment with Mechanical Fasteners

1. Approved insulation board shall be fully attached to the deck with an approved mechani-

cal fastening system. As a minimum, the amount of fasteners shall be in accordance

with manufacturer’s recommendation for FM I-90 system. Otherwise, a minimum of

one fastener per two square feet shall be installed.

2. Filler pieces of insulation require at least two fasteners per piece if size of insulation is

less than four square feet.

3. Spacing pattern of fasteners shall be as per manufacturer’s recommendations to meet the

FM requirements. Placement of any fastener from edge of insulation board shall be a

minimum of three inches, and a maximum of six (6) inches.

4. Minimum penetration into deck shall be as recommended by the fastener manufacturer.

There is a one (1) inch minimum for metal decks.

5. Fully adhere subsequent layers of rigid and tapered rigid insulation in areas of roof ex-

ceeding available fastener depth. Coordinate adhesive with roof system manufactur-

er’s recommendation/ requirement for this adhesive.

3.3 CLEANING

A. Remove debris and cartons from roof deck. Leave insulation clean and dry, ready to receive

roofing membrane.

3.4 CONSTRUCTION WASTE MANAGEMENT

A. Remove and properly dispose of waste products generated during installation. Comply with

requirements of authorities having jurisdiction.

END OF SECTION




POLYMER BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 072419 - 1

SECTION 072419

POLYMER BASED EXTERIOR INSULATION FINISH SYSTEM (EIFS)

PART 1 - GENERAL




1.2 SUMMARY

A. Section includes water-drainage exterior insulation and finish system (EIFS) applied over

water-resistive coating over glass mat faced gypsum sheathing.


1. Not Used

1.3 SYSTEM DESCRIPTION

A. Class PB EIFS: A non-load-bearing, exterior wall cladding system that consists of an insulation

board attached adhesively, mechanically, or both to the substrate; an integrally reinforced base

coat; and a textured protective finish coat.

B. Water-Drainage EIFS: EIFS with a means that allows water entering into an EIFS assembly to

drain to the exterior.


A. EIFS Performance: Comply with the following:

1. Bond Integrity: Free from bond failure within EIFS components or between system and

supporting wall construction, resulting from exposure to fire, wind loads, weather, or

other in-service conditions.

2. Weathertightness: Resistant to water penetration from exterior into water-drainage EIFS

and assemblies behind it or through them into interior of building that results in

deterioration of thermal-insulating effectiveness or other degradation of EIFS and

assemblies behind it, including substrates, supporting wall construction, and interior

finish, and including a means that allows water entering into an EIFS assembly to drain to

the exterior.

B. Class PB EIFS: Provide EIFS having physical properties and structural performance that

comply with the following:



1. Abrasion Resistance: Sample consisting of 1-inch thick EIFS mounted on 1/2-inch thick

gypsum board; cured for a minimum of 28 days; and showing no cracking, checking, or

loss of film integrity after exposure to 528 quarts of sand when tested per ASTM D 968,

Method A.

2. Absorption-Freeze Resistance: No visible deleterious effects and negligible weight loss

after 60 cycles per EIMA 101.01.

3. Accelerated Weathering: Five samples per ICC-ES AC235 showing no cracking,

checking, crazing, erosion, rusting, blistering, peeling, delamination, or other

characteristics that might affect performance as a wall cladding after testing for 2000

hours when viewed under 5 times magnification per ASTM G 153 or ASTM G 15.

4. Freeze-Thaw: No surface changes, cracking, checking, crazing, erosion, rusting,

blistering, peeling, or delamination, or indications of delamination between components

when viewed under 5 times magnification after 60 cycles per EIMA 101.01.

5. Mildew Resistance of Finish Coat: Sample applied to 2-by-2-inch clean glass substrate,

cured for 28 days, and showing no growth when tested per ASTM D 3273 and evaluated

according to ASTM D 3274.

6. Salt-Spray Resistance: No deleterious affects when tested according to ICC-ES AC235.

7. Tensile Adhesion: No failure in the EIFS, adhesive, base coat, or finish coat when tested

per EIMA 101.03.

8. Water Penetration: Sample consisting of 1-inch thick EIFS mounted on 1/2-inch- thick

gypsum board, cured for 28 days, and showing no water penetration into the plane of the

base coat to expanded polystyrene board interface of the test specimen after 15 minutes at

6.24 lbf/sq. ft. of air pressure difference or 20 percent of positive design wind pressure,

whichever is greater, across the specimen during a test period when tested per

EIMA 101.02.

9. Water Resistance: Three samples, each consisting of 1-inch thick EIFS mounted on 1/2-

inch- thick gypsum board; cured for 28 days; and showing no cracking, checking,

crazing, erosion, rusting, blistering, peeling, or delamination after testing for 14 days per

ASTM D 2247.

10. Impact Resistance: Sample consisting of 1-inch thick EIFS when constructed,

conditioned, and tested per EIMA 101.86; and meeting or exceeding the following:

a. Standard Impact Resistance: 25 to 49 inch-lb.

b. High Impact Resistance: 90 to 150 inch-lb .

11. Drainage: According to ICC-ES AC24.

12. Structural Performance Testing: EIFS assembly and components shall comply with ICC-

ES AC235 when tested per ASTM E 330.

1.5 SUBMITTALS

A. Product Data: For each type and component of EIFS indicated.

B. Shop Drawings: For EIFS. Include plans, elevations, sections, details of components, details of

penetration and termination, flashing details, joint locations and configurations, fastening and

anchorage details including mechanical fasteners, and connections and attachments to other

work.

C. Samples for Initial Selection: For each type of finish-coat color and texture indicated.



1. Include similar Samples of joint sealants and exposed accessories involving color

selection.

D. Samples for Verification: 24-inch square panels for each type of finish-coat color and texture

indicated, prepared using same tools and techniques intended for actual work including custom

trim, each profile, an aesthetic reveal, a typical control joint filled with sealant of color selected.

1. Include sealants and exposed accessory Samples to verify color selected.

E. Qualification Data: For Installer and testing agency.

F. Manufacturer Certificates: Signed by manufacturers certifying that EIFS and joint sealants

comply with requirements.

G. Material or Product Certificates: For cementitious materials and aggregates and for each

insulation and joint sealant, from manufacturer.

H. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified

testing agency, for each water-/weather-resistive barrier, insulation, reinforcing mesh, joint

sealant, and coating.

I. Compatibility and Adhesion Test Reports: For joint sealants from sealant manufacturer

indicating the following:

1. Materials forming joint substrates and joint-sealant backings have been tested for

compatibility and adhesion with joint sealants.

2. Interpretation of test results and written recommendations for primers and substrate

preparation needed for adhesion.

J. Field quality-control reports.

K. Evaluation Reports: For exterior cement-board sheathing fasteners water-resistive coating

adhesive membrane flashing and EIFS (including insulation), from International Code Council.

L. Maintenance Data: For EIFS to include in maintenance manuals.


A. Installer Qualifications: An installer who is certified in writing by EIFS manufacturer as

qualified to install manufacturer's system using trained workers.

B. Source Limitations: Obtain EIFS from single source from single EIFS manufacturer and from

sources approved by EIFS manufacturer as compatible with system components.

C. Fire-Test-Response Characteristics: Provide EIFS and system components with the following

fire-test-response characteristics as determined by testing identical EIFS and system

components per test method indicated below by UL or another testing and inspecting agency

acceptable to authorities having jurisdiction. Identify products with appropriate markings of

applicable testing agency.



1. Fire-Resistance Characteristics: Provide materials and construction tested for fire

resistance per ASTM E 119.

2. Radiant Heat Exposure: No ignition of EIFS when tested according to NFPA 268.

3. Potential Heat: Acceptable level when tested according to NFPA 259.

4. Surface-Burning Characteristics: Provide insulation board, adhesives, base coats, and

finish coats with flame-spread index of 25 or less and smoke-developed index of 450 or

less, per ASTM E 84.

D. Mockups: Build mockups to verify selections made under sample submittals and to

demonstrate aesthetic effects and set quality standards for materials and execution and set

quality standards for fabrication and installation.

1. Approved mockups may become part of the completed Work if undisturbed at time of

Substantial Completion.


A. Deliver materials in original, unopened packages with manufacturers' labels intact and clearly

identifying products.

B. Store materials inside and under cover; keep them dry and protected from weather, direct

sunlight, surface contamination, aging, corrosion, damaging temperatures, construction traffic,

and other causes.

1. Stack insulation board flat and off the ground.

2. Protect plastic insulation against ignition at all times. Do not deliver plastic insulating

materials to Project site before installation time.

3. Complete installation and concealment of plastic materials as rapidly as possible in each

area of construction.


A. Weather Limitations: Maintain ambient temperatures above 40 deg F for a minimum of 24

hours before, during, and after adhesives or coatings are applied. Do not apply EIFS adhesives

or coatings during rainfall. Proceed with installation only when existing and forecasted weather

conditions and ambient outdoor air, humidity, and substrate temperatures permit EIFS to be

applied, dried, and cured according to manufacturers' written instructions and warranty

requirements.

1.9 COORDINATION

A. Coordinate installation of EIFS with related Work specified in other Sections to ensure that wall

assemblies, including sheathing, weather-resistant sheathing paper, flashing, trim, joint sealants,

windows, and doors, are protected against damage from the effects of weather, age, corrosion,

moisture, and other causes. Do not allow water to penetrate behind flashing and drainage plane

that is behind water-drainage EIFS.



PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis of Design:

1. Sto Corp., StoTherm® Classic NExT (with StoGuard Moisture Protection System)

2. Dryvit.

2.2 MATERIALS

A. Compatibility: Provide water-resistive coating, adhesive, fasteners, board insulation,

reinforcing meshes, base- and finish-coat systems, sealants, and accessories that are compatible

with one another and with substrates and approved for use by EIFS manufacturer for Project.

B. Exterior Glass Mat gypsum sheathing: Not less than 5/8-inch thick, glass mat gypsum

sheathing complying with ASTM C 1177, for exterior applications.

1. Fasteners: Wafer-head or flat-head steel drill screws complying with ASTM C 954, with

an organic-polymer coating or other corrosion-protective coating having a salt-spray

resistance of more than 500 hours per ASTM B 117.

a. Size and Length: As recommended by sheathing manufacturer for type and

thickness of sheathing board to be attached.

C. Water-Resistive Coatings: EIFS manufacturer's standard formulation and accessories for use as

water/weather-resistive barriers, compatible with substrate, and complying with physical and

performance criteria of ICC-ES AC209.

1. Sheathing Joint Tape: Type recommended by EIFS manufacturer for sealing joints

between and penetrations through sheathing.

D. Primer/Sealer: EIFS manufacturer's standard substrate conditioner designed to seal substrates

from moisture penetration and to improve the bond between substrate of type indicated and

adhesive used for application of insulation.

E. Flexible-Membrane Flashing: Cold-applied, fully self-adhering, self-healing, rubberized-

asphalt and polyethylene-film composite sheet or tape and primer; EIFS manufacturer's standard

or product recommended in writing by EIFS manufacturer.

F. Insulation Adhesive: EIFS manufacturer's standard formulation designed for indicated use,

compatible with substrate, and complying with one of the following:

1. Factory-mixed noncementitious formulation designed for adhesive attachment of

insulation to substrates of type indicated, as recommended by EIFS manufacturer.

G. Molded, Rigid Cellular Polystyrene Board Insulation: Comply with ASTM C 578, Type I;

EIFS manufacturer's requirements; and EIMA's "EIMA Guideline Specification for Expanded

Polystyrene (EPS) Insulation Board" for most stringent requirements for material performance

and qualities of insulation, including dimensions and permissible variations, and the following:



1. Aging: Before cutting and shipping, age insulation in block form by air drying for not

less than six weeks or by another method approved by EIMA that produces equivalent

results.

2. Flame-Spread and Smoke-Developed Indexes: 25 and 450 or less, respectively, per

ASTM E 84.

3. Dimensions: Provide insulation boards not more than 24 by 48 inches and in thickness

indicated but not more than 4 inches thick or less than thickness allowed by

ASTM C 1397.

4. Channeled Board Insulation: EIFS manufacturer's standard factory-fabricated profile

with linear, vertical drainage channels, slots, or waves on the back side of board.

5. Board Insulation Closure Blocks: EIFS manufacturer's standard density, size, and

configuration.

H. Reinforcing Mesh: Balanced, alkali-resistant, open-weave, glass-fiber mesh treated for

compatibility with other EIFS materials, made from continuous multiend strands with retained

mesh tensile strength of not less than 120 lbf/in. per ASTM E 2098; complying with

ASTM D 578 and the following:

1. Standard-Impact Reinforcing Mesh: Not less than 4.0 oz./sq. yd.

2. High-Impact Reinforcing Mesh: Not less than 15 oz./sq. yd.

3. Strip Reinforcing Mesh: Not less than 3.75 oz./sq. yd.

4. Detail Reinforcing Mesh: Not less than 4.0 oz./sq. yd.

5. Corner Reinforcing Mesh: Not less than 7.2 oz./sq. yd.

I. Base-Coat Materials: EIFS manufacturer's standard mixture complying with one of the

following requirements:

1. Factory-blended dry formulation of portland cement, dry polymer admixture, and inert

fillers to which only water is added at Project site.

J. Waterproof Adhesive/Base-Coat Materials: EIFS manufacturer's standard waterproof

formulation complying with one of the following:

1. Job-combined formulation of manufacturer's standard polymer-emulsion adhesive and

manufacturer's standard dry mix containing portland cement.

K. Primer: EIFS manufacturer's standard factory-mixed, elastomeric-polymer primer for preparing

base-coat surface for application of finish coat.

L. Finish-Coat Materials: EIFS manufacturer's standard acrylic-based coating complying with the

following:

1. Factory-mixed formulation of polymer-emulsion binder, colorfast mineral pigments,

sound stone particles, and fillers.

2. Sealer: Manufacturer's waterproof, clear acrylic-based sealer for protecting finish coat.

3. Colors: As selected by Architect from manufacturer's full range.

M. Water: Potable.

N. Mechanical Fasteners: EIFS manufacturer's standard corrosion-resistant fasteners consisting of

thermal cap, standard washer and shaft attachments, and fastener indicated below; selected for

properties of pullout, tensile, and shear strength required to resist design loads of application



indicated; capable of pulling fastener head below surface of insulation board; and of the

following description:

1. For attachment to steel studs from 0.033 to 0.112 inch in thickness, provide steel drill

screws complying with ASTM C 954.

2. For attachment to light-gage steel framing members not less than 0.0179 inch in

thickness, provide steel drill screws complying with ASTM C 1002.

3. For attachment to masonry and concrete substrates, provide sheathing dowel in form of a

plastic wing-tipped fastener with thermal cap, sized to fit insulation thickness indicated

and to penetrate substrate to depth required to secure anchorage.

4. For attachment, provide manufacturer's standard fasteners suitable for substrate.

O. Trim Accessories: Type as designated or required to suit conditions indicated and to comply

with EIFS manufacturer's written instructions; manufactured from UV-stabilized PVC; and

complying with ASTM D 1784, manufacturer's standard Cell Class for use intended, and

ASTM C 1063.

1. Casing Bead: Prefabricated, one-piece type for attachment behind insulation, of depth

required to suit thickness of coating and insulation, with face leg perforated for bonding

to coating and back leg.

2. Drip Screed/Track: Prefabricated, one-piece type for attachment behind insulation with

face leg extended to form a drip, of depth required to suit thickness of coating and

insulation, with face leg perforated for bonding to coating and back leg.

3. Weep Screed/Track: Prefabricated, one-piece type for attachment behind insulation with

perforated face leg extended to form a drip and weep holes in track bottom, of depth

required to suit thickness of coating and insulation, with face leg perforated for bonding

to coating and back leg; designed to drain incidental moisture that gets into wall

construction to the exterior at terminations of EIFS with drainage.

4. Expansion Joint: Prefabricated, one-piece V profile; designed to relieve stress of

movement.

5. Window Sill Flashing: Prefabricated type for both flashing and sloping sill over framing

beneath windows; with end and back dams; designed to direct water to exterior.

6. Parapet Cap Flashing: Type for both flashing and covering parapet top with design

complying with ASTM C 1397.

2.3 ELASTOMERIC SEALANTS

A. Elastomeric Sealant Products: Provide EIFS manufacturer's listed and recommended

chemically curing, elastomeric sealant that is compatible with joint fillers, joint substrates, and

other related materials, and complies with requirements for products and testing indicated in

ASTM C 1481 and with requirements in Division 07 Section "Joint Sealants" for products

corresponding to description indicated below:

1. Single-component, nonsag, neutral-curing silicone sealant.

2. Dow Corning 790.

3. Sealant with a VOC content of 250 g/L or less when calculated according to 40 CFR 59,

Subpart D (EPA Method 24).

B. Sealant Color: As selected by Architect from manufacturer's full range.



2.4 MIXING

A. General: Comply with EIFS manufacturer's requirements for combining and mixing materials.

Do not introduce admixtures, water, or other materials except as recommended by EIFS

manufacturer. Mix materials in clean containers. Use materials within time period specified by

EIFS manufacturer or discard.

2.5 FOAM MOLDINGS AND ACCENT BANDS

A. NOT USED

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with

requirements for installation tolerances and other conditions affecting performance of EIFS.

B. Examine roof edges, wall framing, flashings, openings, substrates, and junctures at other

construction for suitable conditions where EIFS will be installed.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

1. Begin coating application only after surfaces are dry.

2. Application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Protect contiguous work from moisture deterioration and soiling caused by application of EIFS.

Provide temporary covering and other protection needed to prevent spattering of exterior finish

coats on other work.

B. Protect EIFS, substrates, and wall construction behind them from inclement weather during

installation. Prevent penetration of moisture behind drainage plane of EIFS and deterioration of

substrates.

C. Prepare and clean substrates to comply with EIFS manufacturer's written instructions to obtain

optimum bond between substrate and adhesive for insulation.

3.3 EXTERIOR GLASS MAT FACED GYPSUM SHEATHING INSTALLATION

A. Exterior Glass Mat Faced Sheathing: Install on metal framing to comply with manufacturer's

written instructions and evaluation report acceptable to authorities having jurisdiction.



3.4 EIFS INSTALLATION, GENERAL

A. Comply with EIFS manufacturer's written instructions for installation of EIFS as applicable to

each type of substrate indicated.

3.5 SUBSTRATE PROTECTION APPLICATION

A. Primer/Sealer: Apply over gypsum sheathing substrates to protect substrates from degradation

and where required by EIFS manufacturer for improving adhesion of insulation to substrate.

B. Water-Resistive Coatings: Apply over substrates to protect substrates from degradation and to

provide water-/weather-resistive barrier.

1. Tape and seal joints, exposed edges, terminations, and inside and outside corners of

sheathing unless otherwise indicated by EIFS manufacturer's written instructions.

C. Flexible-Membrane Flashing: Install over weather-resistive barrier, applied and lapped to shed

water; seal at openings, penetrations, terminations, and where indicated by EIFS manufacturer's

written instructions to protect wall assembly from degradation. Prime substrates, if required,

and install flashing to comply with EIFS manufacturer's written instructions and details.

3.6 INSULATION INSTALLATION

A. Board Insulation: Adhesively attach insulation to substrate in compliance with ASTM C 1397,

EIFS manufacturer's written instructions, and the following:

1. Apply adhesive to ridges on back of insulation by notched-trowel method in a manner

that results in full adhesive contact over the entire surface of ridges, leaving channels free

of adhesive once insulation is adhered to substrate.

2. Press and slide insulation into place. Apply pressure over the entire surface of insulation

to accomplish uniform contact, high initial grab, and overall level surface.

3. Allow adhered insulation to remain undisturbed for period recommended by EIFS

manufacturer, but not less than 24 hours, before beginning rasping and sanding

insulation, or applying base coat and reinforcing mesh.

4. Begin first course of insulation from a level base line and work upward.

5. Stagger vertical joints of insulation boards in successive courses to produce running bond

pattern. Locate joints so no piece of insulation is less than 12 inches wide or 6 inches

high. Offset joints not less than 6 inches from corners of window and door openings and

not less than 4 inches from aesthetic reveals.

a. Adhesive Attachment: Offset joints of insulation not less than 6 inches from

horizontal and 4 inches from vertical joints in sheathing.

6. Interlock ends at internal and external corners.

7. Abut insulation tightly at joints within and between each course to produce flush,

continuously even surfaces without gaps or raised edges between boards. If gaps greater

than 1/16 inch occur, fill with insulation cut to fit gaps exactly; insert insulation without

using adhesive or other material.

8. Cut insulation to fit openings, corners, and projections precisely and to produce edges

and shapes complying with details indicated.



9. Rasp or sand flush entire surface of insulation to remove irregularities projecting more

than 1/32 inch 1/16 inch from surface of insulation and to remove yellowed areas due to

sun exposure; do not create depressions deeper than 1/16 inch

10. Cut aesthetic reveals in outside face of insulation with high-speed router and bit

configured to produce grooves, rabbets, and other features that comply with profiles and

locations indicated. Do not reduce insulation thickness at aesthetic reveals to less than

3/4 inch

11. Interrupt insulation for expansion joints where indicated.

12. Install insulation closure blocks using ribbon-and-dab method to create air zones where

indicated.

13. Form joints for sealant application with back-to-back casing beads for joints within EIFS

and with perimeter casing beads at dissimilar adjoining surfaces. Make gaps between

casing beads and between perimeter casing beads and adjoining surfaces of width

indicated.

14. After installing insulation and before applying field-applied reinforcing mesh, fully wrap

board edges. Cover edges of board and extend encapsulating mesh not less than 2-1/2

inches over front and back face unless otherwise indicated on Drawings.

15. Treat exposed edges of insulation as follows:

a. Except for edges forming substrates of sealant joints, encapsulate with base coat,

reinforcing mesh, and finish coat.

b. Encapsulate edges forming substrates of sealant joints within EIFS or between

EIFS and other work with base coat and reinforcing mesh.

c. At edges trimmed by accessories, extend base coat, reinforcing mesh, and finish

coat over face leg of accessories.

16. Coordinate installation of flashing and insulation to produce wall assembly that does not

allow water to penetrate behind flashing and water-/weather-resistive barrier.

B. Expansion Joints: Install at locations indicated, where required by EIFS manufacturer, and as

follows:

1. At expansion joints in substrates behind EIFS.

2. Where EIFS adjoin dissimilar substrates, materials, and construction, including other

EIFS.

3. At floor lines in multilevel wood-framed construction.

4. Where wall height or building shape changes.

5. Where EIFS manufacturer requires joints in long continuous elevations.

3.7 BASE-COAT INSTALLATION

A. Base Coat: Apply to exposed surfaces of insulation in minimum thickness recommended in

writing by EIFS manufacturer, but not less than 1/16-inch dry-coat thickness.

B. Reinforcing Mesh: Embed type indicated below in wet base coat to produce wrinkle-free

installation with mesh continuous at corners and overlapped not less than 2-1/2 inches or

otherwise treated at joints to comply with ASTM C 1397 and EIFS manufacturer's written

instructions. Do not lap reinforcing mesh within 8 inches of corners. Completely embed mesh,

applying additional base-coat material if necessary, so reinforcing-mesh color and pattern are

not visible.



1. Standard-impact reinforcing mesh location as depicted in drawings.

2. High-impact reinforcing mesh location as depicted in drawings.

C. Additional Reinforcing Mesh: Apply strip reinforcing mesh around openings extending 4

inches beyond perimeter. Apply additional 9-by-12-inch strip reinforcing mesh diagonally at

corners of openings (re-entrant corners). Apply 8-inch wide strip reinforcing mesh at both

inside and outside corners unless base layer of mesh is lapped not less than 4 inches on each

side of corners.

1. At aesthetic reveals, apply strip reinforcing mesh not less than 8 inches wide.

2. Embed strip reinforcing mesh in base coat before applying first layer of reinforcing mesh.

3.8 FINISH-COAT INSTALLATION

A. Primer: Apply over dry base coat according to EIFS manufacturer's written instructions.

B. Finish Coat: Apply over dry primed base coat, maintaining a wet edge at all times for uniform

appearance, in thickness required by EIFS manufacturer to produce a uniform finish of color

and texture matching approved sample and free of cold joints, shadow lines, and texture

variations.

1. Texture: As selected by Architect from manufacturer's full range.

2. Embed aggregate in finish coat according to EIFS manufacturer's written instructions to

produce a uniform applied-aggregate finish of color and texture matching approved

sample.

C. Sealer Coat: Apply over dry finish coat, in number of coats and thickness required by EIFS

manufacturer.

3.9 INSTALLATION OF JOINT SEALANTS

A. Prepare joints and apply sealants, of type and at locations indicated, to comply with applicable

requirements in Division 07 Section "Joint Sealants" and in ASTM C 1481.

1. Apply joint sealants after base coat has cured but before applying finish coat.

2. Clean surfaces to receive sealants to comply with indicated requirements and EIFS

manufacturer's written instructions.

3. Apply primer recommended in writing by sealant manufacturer for surfaces to be sealed.

4. Install sealant backing to control depth and configuration of sealant joint and to prevent

sealant from adhering to back of joint.

5. Apply masking tape to protect areas adjacent to sealant joints. Remove tape immediately

after tooling joints, without disturbing joint seal.

6. Recess sealant sufficiently from surface of EIFS so an additional sealant application,

including cylindrical sealant backing, can be installed without protruding beyond EIFS

surface.



3.10 CLEANING AND PROTECTION

A. Remove temporary covering and protection of other work. Promptly remove coating materials

from window and door frames and other surfaces outside areas indicated to receive EIFS

coatings.



THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 075423 - 1

SECTION 075423

FULLY ADHERED THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

PART 1 - GENERAL

1.1 GENERAL NOTES

A. Preceding job start up, contractor shall decide to his satisfaction that all specifications contained

herein are workable and achievable. Any questions shall be submitted during bid period.

B. Contractor will perform all work by competent, trained, and properly equipped personnel in

strict accordance with good roofing practices, applicable industry standards and roofing

manufacturer's recommendations.

C. Contractor will observe all published safety prevention policies and practices relating to

application of roofing system and related work. All federal, state, and local codes shall be

followed.

D. Contractor will follow application, safety, etc. information as published in the most current

edition of the Firestone ULTRAPLY TPO Roofing System Technical Specification.

E. Contractor will dispose of all materials properly. Any material removal shall comply with state

and local codes and requirements and shall be disposed of in a legal manner.

1.2 SUMMARY

Section Includes:

A. The removal of the existing roof system down to the deck. All asbestos removal shall comply

with state and local codes and requirements and shall be disposed of in a legal manner. Prepare

deck/ substrate for new roof system.

B. The installation of a new Adhered ULTRAPLY TPO roofing system with a 20 year NDL. In

addition, contractor shall include all related items of work as noted herein or indicated on the

drawings or otherwise required to complete the specified elements of work and provide the

necessary warranties for this work.

C. Roof insulation.

D. Wood Nailer Installation.

E. Field Membrane and Flashing Membrane Installation.

1.3 RELATED SECTIONS

A. Selective Demolition

B. Rough Carpentry

C. Roof Insulation

D. Sheet Metal Flashing and Trim

E. Roofing Specialties and Accessories.

F. Skylights

G. Joint Sealers



1.4 DEFINITIONS

A. Roofing Terminology: Definitions in ASTM D 1079 and glossary in NRCA's "The NRCA

Roofing and Waterproofing Manual" apply to work of this Section.

1.5 PREINSTALLATION MEETINGS

A. Before start of roofing work, convene and manage a conference to discuss the proper installation

of materials. Attendees shall include all parties directly affecting work of this Section.


A. Product Data: For each type of product.

B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, tapered insulation

system and attachments to other work. Provide a set of full tapered insulation shop drawings

illustrating layout on actual existing conditions drawing as to make the submittal project specific.

C. Samples for Verification: For the following products:

1. Sheet roofing, of color required.

2. Roof paver, full sized, in each color and texture required.

3. Dens Deck, 5/8” sample.

1.7 INFORMATIONAL SUBMITTALS

A. Research/Evaluation Reports: For components of roofing system, from ICC-ES.

B. Sample Warranties: For manufacturer's special warranties.

1.8 CLOSEOUT SUBMITTALS

A. Maintenance Data: For roofing system to include in maintenance manuals.

1.9 QUALITY ASSURANCE/ OBSERVATION

A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing

system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's

special warranty.

1. Experience: Minimum 10 documented installations of fully adhered and/or mechanically

attached scrim reinforced TPO roofs.



2. Maintain crew of workmen skilled and experienced in TPO roof installations with documented

training credentials from the manufacturer.

3. Staffing: Properly staff the project at all times with sufficient workmen to execute the project.

Additionally, provide a project superintendent on-site full-time for the duration of the contract.

B. Inspection by Manufacturer for each building: Provide a pre-installation, after demolition, two

during installation and one final inspection of the roofing system by a Technical

Representative employed by roofing system manufacturer.

C. Contractor to employ a third party testing agency to conduct a fastener field pull test on each roof

area’s roof deck utilizing the anticipated project fastener. Results to be reviewed and approved by

the roof system manufacturer for compliance with their warranty requirements. A written test

report shall be submitted for information purposes.

1.10 WARRANTY

A. Provide 20 year Firestone Red Shield Roofing System NDL Warranty (Red Shield NDL

Warranty). Warranty shall include membrane, roof insulation, (and membrane accessories or

membrane accessories, and metal edging and coping.)

1. Red Shield Warranty:

a. Limit of liability: No Dollar Limitation

b. Scope of coverage:

Repair any leak in the Firestone TPO Roofing System caused by the ordinary wear and

tear of the elements, manufacturing defect in Firestone brand materials, and the work-

manship used to install these materials.

2. Insulation Warranty:

a. Limit of liability: No Dollar Limitation

b. Scope of coverage:

Provide replacement ISO 95+ insulation which warps, bows, or destabilizes to the point

of causing a roof leak as a result of any manufacturing defect.

B. Provide a separate Firestone ISO 95+ Insulation Warranty (Insulation Warranty). Warranty term

shall coincide with Red Shield NDL Warranty.

C. Installers Warranty: Roof system installer shall guarantee the entire roofing system inclusive of

metal accessories for a period of two (2) years from date of substantial completion.

1.11 SYSTEM DESCRIPTION



A. Reinforced THERMOPLASTIC OLEFIN sheet roofing, that is adhered to its substrate with

UltraPly TPO bonding adhesive.

1.12 QUALIFICATIONS

A. Manufacturer:

1. Company providing a no dollar limit, single source roof system warranty covering all mem-

branes, flashings, metal roofing accessories and metal parapet caps that is backed by corpo-

rate assests in excess of one billion dollars.

2. System supplier must have ISO 9002 certification

3. Manufacturer must be able to provide the project with the membrane and Isocyanurate insula-

tion that is produced in their facilities.

B. Applicator:

1. Shall be a Firestone Red Shield Licensed Contractor.

2. Shall have a fully staffed office within 175 miles of the job site.

3. Shall have at least five years experience in installing heat welded system.

1.13 REGULATORY REQUIREMENTS

A. Conform to applicable local building code requirements.

B. Underwriters Laboratories, Inc. (UL): Class A Fire Hazard Classification.

C. Factory Mutual Corporation (FM): Roof Assembly Classification, FM Construction Bulletin 1-

28, meeting minimum requirements of FM 1-90

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, may be incorporated into the Work

include, but are not limited to, the following (other manufacturers may be considered as prior

approvals during the bid period):

1. Firestone Building Products (basis of design product).

2. GAF Materials Corporation.

3. Johns Mansville Roofing Systems.


A. Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested

according to ASTM G 152, ASTM G 154, or ASTM G 155.

B. Impact Resistance: Roofing system shall resist impact damage when tested according to

ASTM D 3746 and ASTM D 4272.

C. Roofing System Design: Tested by a qualified testing agency to resist the following uplift

pressures as calculated per FM 1-90.



D. Exterior Fire-Test Exposure: ASTM E 108 Class A; for application and roof slopes indicated;

testing by a qualified testing agency. Identify products with appropriate markings of applicable

testing agency.

E. Fire-Resistance Ratings: Comply with fire-resistance-rated assembly designs indicated. Identify

products with appropriate markings of applicable testing agency.

2.3 TPO ROOFING

A. Fabric-Reinforced Ultra-Ply TPO Sheet 60 mills thick: ASTM D 6878, scrim-reinforced, uniform,

flexible TPO sheet.

1. Thickness: 60 mils, nominal.

2. Exposed Face Color: White.

2.4 AUXILIARY ROOFING MATERIALS

A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and

compatible with roofing.

1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having

jurisdiction.

2. Adhesives and sealants that are not on the exterior side of weather barrier shall comply

with the following limits for VOC content:

a. Plastic Foam Adhesives: 50 g/L.

b. Gypsum Board and Panel Adhesives: 50 g/L.

c. Multipurpose Construction Adhesives: 70 g/L.

d. Fiberglass Adhesives: 80 g/L.

e. Single-Ply Roof Membrane Adhesives: 250 g/L.

f. Single-Ply Roof Membrane Sealants: 450 g/L.

g. Nonmembrane Roof Sealants: 300 g/L.

h. Sealant Primers for Nonporous Substrates: 250 g/L.

i. Sealant Primers for Porous Substrates: 775 g/L.

j. Other Adhesives and Sealants: 250 g/L.

3. Adhesives and sealants that are not on the exterior side of weather barrier shall comply

with the testing and product requirements of the California Department of Public Health's

(formerly, the California Department of Health Services') "Standard Method for the

Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources

Using Environmental Chambers."

B. Sheet Flashing: Manufacturer's standard unreinforced TPO sheet flashing, 60 mils thick,

minimum, of same color as TPO sheet.

C. Slip Sheet: If required by Manufacturer for this application, it shall be of thickness required for

application.



D. Miscellaneous Accessories: Provide metal termination bars, metal battens, pourable sealers,

preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T-

joint covers, lap sealants, termination reglets, and other accessories.

E. Roof Flashing

1. Description: .060 ULTRAPLY TPO membrane

F. ULTRAPLY TPO Flashing project data

1. Description: Non-reinforced, TPO, single-ply flashing composed of Thermoplastic Polyolefin

polymer, and Ethylene Propylene Rubber.

a. Nominal Thickness: .060 inch

G. Bonding Adhesive:

1. Description: SBR-based, formulated for compatibility with the ULTRAPLY TPO membrane

& a wide variety of substrate materials, including masonry, wood, and insulation facings.

2. Product/Producer:

a. ULTRAPLY TPO Bonding Adhesive by Firestone and primer as required by manufac-

turer for proper adhesion to substrate found in field.

H. Pourable Sealer:

1. Description: 2-Part urethane , 2-color for reliable mixing.

I. Seam Plates:

1. Description: Steel with barbs and a Galvalume coating.

2. Reference Standard: Corrosion-resistant to meet FM-4470 criteria.

J. Termination Bar:

1. Description: 1.3" X 0.10" thick aluminum bar with integral caulk ledge.


a. Firestone Termination Bar by Firestone

K. Membrane Fasteners

1. Description: Standard duty threaded fastener with fluorocarbon polymer coating and drill

point tip capable of penetrating 20 gauge steel. Length shall be sufficient to penetrate deck a

minimum of 1/2" for steel and 1" for wood and concrete. Structural concrete decks must be

pre-drilled with a 3/16" carbide drill bit to a depth 1/2" deeper than the fastener engagement.

2. Reference Standard: SAE 1022, Heat Treated


a. All Purpose (AP) fasteners by Firestone.

L. UltraPly TPO Cut Edge Sealant

1. Polymeric sealant for use where exposed reinforcement is encountered.

2. Product/Producer;

a. Firestone UltarPly TPO Cut Edge Sealant by Firestone

M. Firestone UltraPly TPO General Purpose Sealant

1. Polymeric one part general purpose sealant

2. Product/Producer,

a. Firestone UltraPly TPO General Purpose Sealant by Firestone

N. Firestone UltraPly TPO Coated Metal

1. Galvanized Steel with Manufacturers bonded TPO Coating.


a. Firestone UltraPly TPO Coated Metal by Firestone

O. Firestone UltraPly TPO Molded Flashing Accessories

1. Unreinforced UltraPly TPO membrane Pre-Molded for a variety of flashing details (i.e. Pipe

Boots, Inside-Outside corners, etc.)


a. Firestone UltraPly TPO Pre-molded Flashing Accessories by Firestone



2.5 SHEET METAL

A. Metal Coping Cap, Splice Plates and Edge Metal: 24 gauge Kynar Finished Sheet Metal, Firestone

Edgegard.

B. Cleat: 22 gauge Galvanized Sheet Metal.

C. Fasteners: #10 Fasteners with neoprene washers, to be spaced every 8” o.c.

2.6 ROOF INSULATION

A. Expanded-Polystyrene Board Insulation ( Base Layer): 1.75" thickness (2 layers) R-20, 48 inch X

96 inch, ASTM C 578, Type IV, 1.6-lb/cu. ft., minimum density, square edged.

B. Tapered Insulation (Intermediate Layer): Provide factory-tapered insulation boards fabricated to

slope noted on plans, 48 inch X 48 inch unless otherwise indicated.

C. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where

indicated for sloping to drain. Fabricate to slopes indicated.

D. High Density Polyisocyanurate Cover Board (Top Layer): Non-combustible, water resistant high

density, closed cell polyisocyanurate core with coated glass mat facers, complying with ASTM D

1623, and with the following additional characteristics:

1. Size: 48 inches (1220 mm) by 96 inches (2440 mm), nominal.

a. Exception: Board to be attached using adhesive or asphalt may be no larger than 48

inches (1220 mm) by 48 inches (1220 mm), nominal.

2. Thickness: 0.5 inch (12.7mm).

3. R-Value: 2.5 R based on ASTM tests C158 and C177.

4. Surface Water Absorption: <3%, maximum, when tested in accordance with ASTM C 209.

5. Compressive Strength: 120psi, when tested in accordance with ASTM 1621.

6. Density: 5pcf, when tested in accordance with ASTM 1622.

7. Factory Mutual approved for use with FM 1-60 and 1-90 rated roofing assemblies.

8. Mold Growth Resistance: Passed, when tested in accordance with ASTM D 3273.

Acceptable Product: ISOGARD HD Cover Board by Firestone.

E. INSULATION FASTENERS AND INSULATION ADHESIVES

1. Description: Heavy duty threaded fastener with 3-coat waterborne fluorocarbon polymer

coating and drill point tip capable of penetrating 20 gauge steel. Fastener shall meet mini-

mum thread size of .260” and a 13 threads per inch. Length shall be sufficient to penetrate

deck a minimum of ¾” for steel and 1” for wood and concrete. Structural concrete decks

must be pre-drilled with a 7/32” carbide drill bit to a depth ½” deeper than the fastener en-

gagement.

2. Reference Standard: SAE 1022, Heat Treated


Heavy Duty (HD) fasteners by Firestone.

4. Adhesive for insulation attachment at areas of roof exceeding available fastener depth. Adhe-

sive is two-component low rise polyurethane engineered to adhere multiple layers of insula-



tion. Type as required by roof membrane manufacturer for roofing system and warranty to be

provided; use only adhesives furnished by roof membrane manufacturer to comply with spec-

ified wind uplift requirements.

2.7 NAILERS FOR FLANGES AND ROOF ACCESSORIES

A. Description: Structural Grade No. 2 or better Southern Pine, Douglas Fir, or Exterior Grade plywood.

All wood shall be pressure treated for rot resistance.

1. Nailer width: Minimum 3 ½ in. (nominal) wide or as wide as the nailing flange of each roof

accessory.

2. Nailer thickness: Thickness of roof insulation.

B. Reference Standards:

1. Southern Pines: PS 20; SPIB Grading Rules.

2. Western Woods: PS 20; WWPA Grading Rules.

3. Plywood: PS 1; APA Grade Stamps.

4. Pressure preservative treatment: AWPB LP2. 2.8 ROOF WALKWAY PADS, PIPE BOOTS, MOLDED CORNERS

A. Roof Walkway Pads:

1. Description: Reinforced ULTRAPLY TPO Walkway Pads, .130" X 30" X 50' with Patterned traf-

fic bearing surface.

B. ULTRAPLY TPO molded inside corners

C. ULTRAPLY TPO molded outside corners

D. ULTRAPLY TPO molded pipe boots

PART 3 - EXECUTION

3.1 ROOFING INSTALLATION, GENERAL

A. Install roofing system according to roofing system manufacturer's written instructions.

B. Complete terminations and base flashings and provide temporary seals to prevent water from

entering completed sections of roofing system at the end of the workday or when rain is forecast.

Remove and discard temporary seals before beginning work on adjoining roofing.

C. Install roofing and auxiliary materials to tie in to existing roofing to maintain weathertightness of

transition.

D. Examine roof deck to determine that it is sufficiently rigid to support roofers and their mechanical

equipment and that deflection will not strain or rupture roof components or deform deck.

E. Verify that surfaces and site conditions are ready to receive work. Correct defects in the substrate

before commencing with roofing work.

F. Examine roof substrate to verify that it is properly sloped to drains.



G. Start work with sealants and adhesives at 60° - 80° F.

H. Fumes from adhesive solvents may be drawn into the building during installation through rooftop

intakes. Appropriate measures must be taken to assure that fumes from adhesive solvents are not drawn

into the building through air intakes.

I. Remove existing roof system components as specified

J. The surface must be clean, dry, smooth, free of sharp edges, fins, loose or foreign materials, oil,

grease and other materials which may damage the membrane. All roughened surfaces which could cause

damage shall be properly repaired before proceeding.

K. All surface voids of the immediate substrate greater than 1/4" wide must be properly filled with an

acceptable insulation or suitable fill material.

3.2 INSULATION INSTALLATION

A. Coordinate installing roofing system components so insulation is not exposed to precipitation or

left exposed at the end of the workday.

B. Install new base layer and tapered insulation over existing metal deck to conform to slopes

indicated using manufacturer available metal fasteners of recommended length complying with the

manufacturer’s requirements and the appropriate wind uplift fastening patterns directed by the

manufacturer. Fully adhere all other insulation layers and cover baord with insulation adhesive as

per manufacturer’s recommendations.

C. Fully adhere cover board over tapered insulation with long joints in continuous straight lines with

end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches in

each direction, butt cover boards together.

E. Install only as much insulation as can be covered with the completed roofing system before the

end of the day's work or before the onset of inclement weather.

F. Seal deck joints, where needed, to prevent water and moisture infiltration.

G. Lay roof insulation in courses parallel to roof edges.

H. Neatly fit insulation to all penetrations, projections, and nailers. Insulation shall be fit tightly,

with gaps not greater than ¼”. All gaps greater that ¼” shall be filled with acceptable insulation.

Under no circumstances shall the roofing membrane be left unsupported over a space greater than



¼”. Tapered insulation shall be installed around roof drains and scuppers so as to provide proper

slope for drainage. Miter roof insulation edges at ridge, valley and other similar non-planar

conditions.

I. When installing multiple layers of insulation, all joints between layers shall be staggered at least 6

in.

J. Installation of intermediate insulation layer by Using the Firestone Heavy Duty fasteners and

Firestone insulation plate engage fastener through insulation into Steel Deck at the depth

specified by the Firestone Technical Manual. Pattern and rate as determined by Factory Mutual

Document 1-28. Fully adhere all other insulation layers.

3.3 MEMBRANE INSTALLATION

A. Place membrane panel, over the substrate in its final position.

B. After making sure the sheet is placed in its final position allowing for a 3” lap, fold it back even-

ly onto itself so as to expose the underside.

a. Where UltraPly TPO Membrane has been cut to expose reinforcing membrane, Fire-

stone's UltraPly TPO Cut Edge Sealant or UltarPly TPO General Purpose Sealant must

be used to encapsulate exposed edge. C. Sweep the mating surface of the membrane with a stiff broom to remove any dirt that may have

accumulated.

D. Apply UltraPly TPO bonding adhesive at about the same time to both the exposed underside of

the sheet and the substrate to which it will be adhered so as to allow approximately the same dry-

ing time.

E. Do not apply bonding adhesive over an area that is to be later heat welded to another sheet or

flashing.

F. Allow bonding adhesive to flash off until tacky. Touch the bonding adhesive surface with a

clean, dry finger to be certain that the adhesive film is dry to the touch and there is no wet adhe-

sive beneath the top adhesive film. If either motion exposes wet or stringy adhesive when the fin-

ger is lifted, then it is not ready for mating. Flash off time will vary depending on ambient air

conditions.

G. Starting at the fold, roll the previously coated portion of the sheet into the coated substrate slowly

and evenly so as to minimize wrinkles.

H. To ensure proper contact, compress the bonded half of the sheet to the substrate with a stiff push

broom.

I. Fold the unadhered half of the membrane sheet back onto itself, and repeat the procedure to com-

plete the bonding of the sheet.

3.4 MEMBRANE LAP SPLICING

A. Lap splice areas that have been contaminated must be wiped down with a dry or damp (water on-

ly) clean cloth prior to heat welding and allow to completely dry.

B. All field and flashing splices on the horizontal surface shall be completed using an automatic heat

welder which has been designed for hot air welding of thermoplastic membranes.

C. Hand held welders are only to be used on vertical welds or where an automatic welder is not prac-

tical or cannot be used.



D. Seams made with the automatic welder shall be a minimum of 1-1/2" wide. Seams made with

hand welders shall be a minimum of 2" wide. Use 2" wide silicone or silicone coated steel hand

rollers to assure proper mating of surfaces as hand heat welding proceeds.

E. Probe all completed welds using a slotted screwdriver or cotter pin puller type tool to verify seam

integrity. Do not probe welds until they have had time to cool to ambient conditions. Any welds

found to be insufficiently welded need to be repaired on a daily basis.

3.5 MEMBRANE SECUREMENT

A. Secure membrane at all locations where the membrane terminates or goes through an angle

change greater than 1" in 12" except for round pipe

B. penetrations less than 18" in diameter and square penetrations less than 4" square.

3.6 BASE FLASHING INSTALLATION AND FLASHING OF PENETRATIONS

A. Install sheet flashings and preformed flashing accessories, and adhere to substrates according to

roofing system manufacturer's written instructions.

B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate, and allow to

partially dry. Do not apply to seam area of flashing.

C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet

flashing.

D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and

end laps to ensure a watertight seam installation.

E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination

bars.

F. General:

1. If project is a Retrofit or Tear-Off remove all existing flashings (i.e. lead, asphalt, mastic,

etc.).

2. Flash all penetrations passing through the membrane.

3. The flashing seal must be made directly to the penetration.

G. Pipes, Round Supports, etc.

1. Flash with Firestone Pre-Molded UltraPly Pipe Flashings where practical.

2. Flash using UltraPly membrane when Pre-Molded Flashing is not practical.

H. Structural Steel Tubing

1. Use a field fabricated pipe flashing detail provided that the minimum corner radius is greater

than 1/4" and the longest side of the tube does not exceed 12". When the tube exceeds 12"

use a standard curb detail.

I. Roof Drains

1. Remove all existing flashings, drain leads, roofing materials and cement from the existing

drain in preparation for membrane and Water Block Seal.

2. Provide a clean even finish on the mating surfaces between the clamping ring and the drain

bowl.

3. Taper insulation around the drain to provide a smooth transition from the roof surface to the

drain. Use pre-manufactured tapered insulation with facer or suitable bonding surface to

achieve slope. Slope shall not exceed Firestone recommendations.



4. Position the UltraPly TPO membrane, then cut a hole for the roof drain to allow 1/2" -3/4" of

membrane extending inside the clamping ring past the drain bolts.

5. Make round holes in the UltraPly TPO membrane to align with clamping bolts. Do not cut

the membrane back to the bolt holes.

6. Place Water Block Seal on top of drain bowl where the clamping ring seats below the mem-

brane

7. Install the roof drain clamping ring and clamping bolts. Tighten the clamping bolts to

achieve constant compression.

J. Pipe Clusters and Unusual Shaped Penetrations

1. Fabricate penetration pockets to allow a minimum clearance of 1" between the penetration

and all sides.

2. Secure penetration pockets per Firestone Details

3. Fill penetration pockets with Pourable Sealer, so as to shed water. Pourable Sealer shall be a

minimum of 2" deep.

K. Hot Pipes

1. Protect the UltraPly TPO components from direct contact with steam or heat sources when

the in-service temperature is in excess of 140º F. In all such cases flash to an intermediate in-

sulated "cool" sleeve per Firestone details.

L. Flexible Penetrations

1. Provide a weathertight gooseneck set in Water Block Seal and secured to the deck.

2. Flash in accordance with Firestone Details

M. Scuppers

1. Remove existing scupper and provide a new welded watertight scupper or clean the existing

scupper for reuse.

2. Set welded watertight scupper in Water Block Seal and secure to the structure.

3. Flash in accordance with Firestone Details.

N. Expansion Joints

1. Install as shown on roof drawings in accordance with Firestone details.

3.7 FLASHING- WALLS, PARAPETS, MECHANICAL EQUIPMENT CURBS,

SKYLIGHTS, ETC.

A. General:

Using the longest pieces practical, flash all walls, parapets, curbs, etc., a minimum of 8” high per

Firestone Details.

B. Evaluate Substrate:

Evaluate the substrate and overlay per Firestone specifications as necessary.

C. If project is a Retrofit or Tear-Off remove all flashings.

D. Remove excessive asphalt to provide a smooth, sound surface for new flashings.

E. Apply UltraPly TPO Bonding Adhesive at about the same time to both the membrane flashing

and the surface to which it is being bonded so as to allow approximately the same drying time.

Apply TPO Bonding Adhesive by rolling the adhesive on to the mating surfaces evenly, avoiding

globs or puddles.

F. Allow TPO Bonding Adhesive to flash off until tacky. Touch the TPO Bonding Adhesive surface

with a clean, dry finger to be certain that the adhesive does not stick or string. As you are touch-

ing the adhesive, pushing straight down to check for stringing, also push forward on the adhesive

at an angle to ensure that the adhesive is ready throughout its thickness. If either motion exposes

wet or stringy adhesive when the finger is lifted, then it is not ready for mating. Flash off time

will vary depending on ambient air conditions.

G. Roll the flashing into the adhesive evenly and carefully so as to minimize wrinkles.

H. To ensure proper contact, compress the flashing to the substrate with a stiff push broom.



I. Complete the splice between membrane flashing and the main roof sheet by hot air welding.

Provide lap splices in accordance with Firestone details.

J. Provide termination directly to the vertical substrate as shown in Firestone Details.

K. Install TPO-Joint covers at field and flashing splice intersections as required by Firestone.

L. Install intermediate flashing attachment as required by Firestone Specifications and Details

3.8 TEMPORARY CLOSURE

Temporary closures which ensure that moisture does not damage any completed section of the new

roofing system are the responsibility of the roofing contractor. Completion of flashings, termina-

tions, and temporary closures shall be completed as required to provide a watertight condition.

3.9 PROTECTING AND CLEANING

A. Protect roofing system from damage and wear during remainder of construction period. When

remaining construction does not affect or endanger roofing, inspect roofing for deterioration and

damage, describing its nature and extent in a written report, with copies to Architect and Owner.

B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair

substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at

time of Substantial Completion and according to warranty requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures

recommended by manufacturer of affected construction.

3.10 MATERIAL STORAGE AND HANDLING

A. Keep all adhesives, sealants, primers and cleaning materials away from all sources of ignition.

B. Consult container labels and Material Safety Data Sheets (MSDS) for specific safety instructions.

C. Deliver materials to job site in their original containers as labeled by the manufacturer.

3.11 WOOD NAILER LOCATION AND INSTALLATION

A. Total wood nailer height shall match the total thickness of insulation being used and shall be in-

stalled with a 1/8" gap between each length and at each change of direction.

B. Wood nailers shall be firmly fastened to the deck. Mechanically fasten wood nailers to resist a

force of 200 lbs. per lineal foot.

3.12 SHEET METAL WORK

A. Install sheet metal as shown on roof drawings.

B. Follow current industry guidelines for installation or Firestone requirements, whichever is more

stringent.

3.13 ROOF WALKWAY PADS

A. Install and adhere pads to membrane by creating a continuous walk path from the roof access

hatch to all parapet crossover ladders, roof-mounted mechanical equipment, all roof-mounted

fans and forced air vents requiring maintenance. Submit a layout shop drawing for this work for

owner review and approval.



SHEET METAL FLASHING AND TRIM 076200 - 1

SECTION 076200

SHEET METAL FLASHING AND TRIM

PART 1 – GENERAL


A. Drawings and general provisions of the Contract, including the Conditions of the

Contract and Division 01 Specification Sections apply to this section.

1.2 SUMMARY

A. Provide all labor, equipment, and materials to fabricate and install the following.

1. Metal Coping Cap.

2. Counterflashing.

3. Scuppers and Escutheon Plates.

4. Pitch Pans and Metal Bonnets.


1. Division 07 Section Common Work Results for Thermal and Moisture

Protection.

C. Related Work Specified Elsewhere:

1. Division 06 Section Rough Carpentry

2. Division 07 Section SBS Modified Bituminous Membrane Roofing

D. American Society for Testing and Materials (ASTM)

1. American National Standards Institute and Single Ply Roofing Institute (ANSI/SPRI)

1. ANSI/SPRI ES-1 Testing and Certification Listing of Shop Fabricated Edge

Metal.

2. Factory Mutual Research Corporation (FMRC)

3. Underwriters Laboratories (UL)

4. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

1. 1993 Edition Architectural Sheet Metal Manual

5. National Roofing Contractors Association (NRCA)

1. Roofing and Waterproofing Manual

6. American Society of Civil Engineers (ASCE)

1. ASCE 7-05 Minimum Design Loads for Buildings and Other Structures.

1.4 SUBMITTALS FOR REVIEW

A. Product Data:

1. Provide manufacturer’s specification data sheets for each product.

2. Metal material characteristics and installation recommendations.

3. Submit color chart prior to material ordering and/or fabrication so that equivalent



colors to t hose specified can be approved.

B. Shop Drawings

1. For manufactured and ANSI/SPRI approved shop fabricated gravel stops, fascia,

scuppers, and all other sheet metal fabrications.

2. Indicate material profile, jointing pattern, jointing details, fastening methods,

flashing, terminations, and installation details.

3. Indicate type, gauge and finish of metal.

C. Specimen Warranty: Provide an unexecuted copy of the warranty specified for this

Project, identifying the terms and conditions required of the Manufacturer and the

Owner.

1.5 SUBMITTALS FOR INFORMATION

A. Design Loads: Any material submitted as equal to the specified material must be

accompanied by a report signed and sealed by a professional engineer licensed in the

state in which the installation is to take place. This report shall show that the

submitted equal meets the wind uplift and perimeter attachment requirements

according to ASCE 7-05 and ANSI/SPRI ES-1. Substitution requests submitted

without licensed engineer approval will be rejected for non-conformance.

B. Factory Mutual Research Corporation’s (FMRC) wind uplift resistance

classification: The roof perimeter flashing shall conform to the requirements as

defined by the FMRC Loss Prevention Data Sheet 1-49.

C. A letter from an officer of the manufacturing company certifying that the materials

furnished for this project are the same as represented in tests and supporting data.

D. Mill production reports certifying that the steel thickness are within allowable

tolerances of the nominal or minimum thickness or gauge specified.

E. Certification of work progress inspection. Refer to Quality Assurance Article

below.

F. Certifications:

1. Submit roof manufacturer’s certification that metal fasteners furnished are

acceptable to roof manufacturer.

2. Submit roof manufacturer’s certification that metal furnished is acceptable to

roofing manufacturer as a component of roofing system and is eligible for

roof manufacturer’s system warranty.

1.6 CONTRACT CLOSEOUT SUBMITTALS

A. General: Comply with Requirements of Section 01 78 00 – Closeout Submittals.

B. Special Project Warranty: Provide specified warranty for the Project, executed by

the authorized agent of the Manufacturer.

C. Roofing Maintenance Instructions. Provide a manual of manufacturer’s

recommendations for maintenance of installed roofing systems.




A. Engage an experienced roofing contractor specializing in sheet metal flashing work

with a minimum of five (5) years experience.

B. Maintain a full-time supervisor/foreman who is on the job-site at all times during

installation. Foreman must have a minimum of five (5) years experience with the

installation of similar system to that specified.

C. Source Limitation: Obtain components from a single manufacturer. Secondary

products which cannot be supplied by the specified manufacturer shall be approved

in writing by the primary manufacturer prior to bidding.

D. Upon request fabricator/installer shall submit work experience and evidence of

financial responsibility. The Owner’s representative reserves the right to inspect

fabrication facilities in determining qualifications.


A. Deliver materials in manufacturer’s original, unopened containers or packages with

labels intact and legible.

B. Stack pre-formed and pre-finished material to prevent twisting, bending, or abrasion,

and to provide ventilation. Slope metal sheets to ensure drainage.

C. Prevent contact with materials which may cause discoloration or staining.


A. Determine that work of other trades will not hamper or conflict with necessary

fabrication and storage requirements for pre-formed metal edge system.

1.10 DESIGN AND PERFORMANCE CRITERIA

A. Thermal expansion and contraction:

1. Completed metal edge flashing system shall be capable of withstanding

expansion and contraction of components caused by changes in temperature

without buckling, producing excess on structure, anchors or fasteners, or

reducing performance ability.

1.11 WARRANTIES

A. Owner shall receive one (1) warranty from manufacturer of roofing materials

covering all of the following criteria. Multiple warranties are not acceptable.

1. Pre-finished metal material shall require a written thirty (30) - year non-prorated

warranty covering fade, chalking and film integrity. The material shall not

show a color change greater than 5 NBS color units per ASTM D2244 or

chalking excess of 8 units per ASTM D659. If either occurs material shall be

replaced per warranty, at no cost to the Owner.

2. Changes: Changes or alterations in the edge metal system without prior written

consent from the manufacturer shall render the system unacceptable for a

warranty.



3. The Contractor shall provide the Owner with a notarized written warranty

assuring that all sheet metal work including caulking and fasteners to be

watertight and secure for a period of two years from the date of final

acceptance of the building. Warranty shall include all materials and

workmanship required to repair any leaks that develop, and make good any

damage to other work or equipment caused by such leaks or the repairs

thereof.

4. Installing roofing contractor shall be responsible for the installation of the edge

metal system in general accordance with the membrane manufacturer’s

recommendations.

5. Installing contractor shall certify that the edge metal system has been installed

per the manufacturer’s printed details and specifications.

6. One manufacturer shall provide a single warranty for all accessory metal for

flashings, metal copings and any transitions between two different material

types.

PART 2 – PRODUCTS

2.1 PRODUCTS, GENERAL

A. Basis of Design: Materials, manufacturer’s product designations, and/or

manufacturer’s names specified herein shall be regarded as the minimum standard of

quality required for work of this Section. Comply with all manufacturer and

contractor/fabricator quality and performance criteria specified in Part 1.

B. Substitutions: Products proposed as equal to the products specified in this Section

shall be submitted in accordance with Bidding Requirements and Division 01

provisions.

1. Proposals shall be accompanied by a copy of the manufacturer’s standard

specification section. That specification section shall be signed and sealed by

a professional engineer licensed in the state in which the installation is to take

place. Substitution requests containing specifications without licensed

engineer certification shall be rejected for non-conformance.

2. Include a list of three (3) projects of similar type and extent, located within a one

hundred mile radius from the location of the project. In addition, the three

projects must be at least five (5) years old and be available for inspection by

the Architect, Owner or Owner’s Representative.

3. Equivalency of performance criteria, warranty terms, submittal procedures, and

contractual terms will constitute the basis of acceptance.

4. The Owner’s decision regarding substitutions will be considered final.

Unauthorized substitutions will be rejected.

2.2 MATERIALS

A. Escutheon Plates: 24 ga. Kynar Finish Metal.

B. Metal Coping Cap: ANSI SPRI ES-1 Certified. Minimum: 24 ga. Kynar Finish

steel.



C. Pitch Pans and Bonnets: 24 ga. Galvanized sheet metal.

D. Counter Flashing and Through Wall and Overflow Scuppers: 24 ga. Kynar Finish

Sheet Metal.

E. Lead pipe flashing: ASTM B69-98a.

1. Thickness: 0.04”

2. Pipe flashing: interior coated, exterior preprimed.

F. Lead solder: SN 100C, Aim Solder.

G. Flux for lead: #17 or #70.

H. Underlayment for all metal coping to be Grace Ultra-Ice and Water Shield and as

noted on drawings.


3.1 EXECUTION, GENERAL

A. Isolate metal products from dissimilar metals, masonry or concrete with bituminous

paint, tape, or slip sheet. Use gasketed fasteners where required to prevent corrosive

reactions.

3.2 GENERAL

A. Secure fascia to wood nailers at bottom edge with a continuous cleat.

B. Fastening of metal to walls and wood blocking shall comply with building code

standards.

C. All accessories or other items essential to the completeness of sheet metal

installation, whether specifically indicated or not, shall be provided and of the same

material as item to which applied.

D. Allow sufficient clearances for expansion and contraction of linear metal

components. Secure metal using fasteners as required by the system. Exposed face

fastening will be rejected.

3.3 INSPECTION

A. Verify that curbs are solidly set and nailing strips located.

B. Perform field measurements prior to fabrication.

C. Coordinate work with work of other trades.

D. Verify that substrate is dry, clean and free of foreign matter.

E. Commencement of installation shall be considered acceptance of existing

conditions.

3.4 MANUFACTURED SHEET METAL SYSTEMS

A. Furnish and install manufactured fascia and coping cap systems in strict accordance

with manufacturer’s printed instructions.



B. Provide factory-fabricated accessories including, but not limited to, fascia extenders,

miters, scuppers, joint covers, etc. Refer to Source limitation provision in Part 1.

3.5 SHOP-FABRICATED SHEET METAL

A. Metal work shall be shop fabricated to configurations and forms in accordance with

recognized sheet metal practices.

B. Hem exposed edges.

C. Angle bottom edges of exposed vertical surfaces to form drip.

D. Lap corners with adjoining pieces fastened and set in sealant.

E. Form joints for gravel stop fascia system, coping cap with a 3/8” opening between

sections. Back the opening with an internal drainage plate formed to the profile of

fascia piece.

F. Install sheet metal to comply with referenced ANSI/SPRI, SMACNA and NRCA

standards.

3.6 CLEANING

A. Clean installed work in accordance with the manufacturer’s instructions.

B. Replace damaged work than cannot be restored by normal cleaning methods.

3.7 CONSTRUCTION WASTE MANAGEMENT

A. Remove and properly dispose of waste products generated. Comply with

requirements of authorities having jurisdiction.

3.8 FINAL INSPECTION

A. At completion of installation and associated work, meet with Contractor, Architect,

installer, installer of associated work, Owner, roofing system manufacturer’s

representative, and other representatives directly concerned with performance of

roofing system.

B. Inspect work and flashing of roof penetrations, walls, curbs and other equipment.

List all items requiring correction or completion and furnish a copy of list to each

party in attendance.

C. Repair or replace deteriorated or defective work found at time above inspection as

required to a produce an installation which is free of damage and deterioration at

time of Substantial Completion and according to warranty requirements.

D. Notify the Contractor and Architect upon completion of corrections.

E. Following the final inspection, provide written notice of acceptance of the

installation from the roofing system manufacturer.

F. Immediately correct roof leakage during construction. If the Contractor does not

respond within twenty-four (24) hours, the Owner will exercise rights to correct the

Work under the terms of the Conditions of the Contract.

END OF SECTION


MANUFACTURED ROOF SPECIALTIES 077100 - 1

SECTION 077100

MANUFACTURED ROOF SPECIALTIES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Roof mounted pipe supports.

1.2 RELATED SECTIONS

A. Section 076200 – Sheet Metal Flashing and Trim

1.3 REFERENCES

A. SMACNA (ASMM) – Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning

Contractors’ National Association; 1993, Fifth Edition.

1.4 SUBMITTALS

A. Product Data: Provide data on shape of components, materials and finishes, anchor types and

locations.

B. Manufacturer’s Installation Instructions: Indicate special procedures and perimeter conditions

requiring special attention.


1. Perform work in accordance with SMACNA Architectural Sheet Metal Manual details.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Roof mounted pipe supports

1. Copper B-Line

2. Mapa Products


MANUFACTURED ROOF SPECIALTIES 077100 - 2

PART 3 - EXECUTION

3.1 EXAMINATION

1. Verify that deck, curbs, roof membrane, base flashing, and other items affecting work of

this Section are in place and positioned correctly.

3.2 INSTALLATION

A. Install components in accordance with manufacturer’s instructions.

B. Coordinate installation of components of this section with installation of roofing membrane and

base flashings.

C. Coordinate installation of sealants and roofing cement with work of this section to ensure water

tightness.

D. Set splash block under down spout.



ROOF HATCH SAFETY RAIL SYSTEM 077260 - 1

SECTION 07 72 60

ROOF HATCH SAFETY RAIL SYSTEM

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Factory fabricated roof hatch fall protection safety rail and ladder extension system installed on

[existing] roof hatches.

1.02 RELATED REQUIREMENTS

A. Selective Demolition

B. Rough Carpentry.

1.03 REFERENCE STANDARDS

A. ASTM A 500/A 500M - Standard Specification for Hot-Formed Welded and Seamless Carbon

Steel Structural Tubing in Rounds and Shapes; 2007.

B. California Occupational Safety & Health Administration (CAL OSHA): 3209 - Standard

Guardrails.

C. California Occupational Safety & Health Administration (CAL OSHA): 3212 - Floor Openings,

Floor Holes and Roofs.

D. Occupational Safety & Health Administration (OSHA): 29 CFR 1910.29 - Guarding Floor and

Wall Openings and Holes.

E. Occupational Safety & Health Administration (OSHA): 29 CFR 1910.23 - Fixed Ladders.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordination: Coordinate installation of roof hatch safety rail and ladder extension system with

raising and re-installation of roof hatch and roof flashing.

B. Sequencing: Ensure that roof hatches and related flashings are complete prior to proceeding

with installation of safety rail and ladder extension system.

1.05 SUBMITTALS

A. See submittal procedures in Division 1.

B. Product Data: Provide manufacturer's product data for complete safety rail system, including

finishes.

C. Shop Drawings: Indicate profiles, accessories, location, quantities and dimensions.

D. Certificate: Certify that products of this section meet or exceed specified requirements.

E. Manufacturer's Instructions: Indicate complete instructions for proper installation of safety rail

system.

F. Warranty: Submit manufacturer warranty and ensure that forms have been completed in



Owner's name and registered with manufacturer.


A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this

section, with not less than 2 years of documented experience.

B. [Installer Qualifications: Manufacturer's certified installer.]


A. Deliver products to project site in manufacturer's original packaging.

B. Store products under cover, dry and elevated above grade.

1.08 FIELD CONDITIONS

A. Existing Conditions: Verify that existing roof hatches are suitable to receive proper installation

of safety rail and ladder extension system. Notify Architect of conditions that would prevent

proper installation.

1.09 WARRANTY

A. See Closeout Submittals, for additional warranty requirements.

B. Materials shall be free of defects in material and workmanship for a period of twenty(20) years

from the date of purchase. Powder coat finish has 3 year limited warranty. Within this period,

manufacturer shall replace defective components at no charge to Owner.

PART 2 PRODUCTS

2.01 MANUFACTURER

A. SafePro L.P., 1355 N. Walton Walker, Dallas, TX 75211; Phone: 1-877-723-3570; Fax: 214-

330-5435; Website: www.safeprosafety.com or equal.

B. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 ROOF HATCH FALL PROTECTION SAFETY RAIL AND LADDER EXTENSION

SYSTEM

A. Basis of Design: Roof Hatch Fall Protection Safety Rail Model No. [SP-3036][SP-3636] and as

appropriate for field verified hatch sizes.

B. Description: Steel tube railing system mounted on roof hatch providing an ergonomically

correct power grip in a safe upright egress and ingress through roof hatches in addition to

protection from accidental falls through roof opening while roof hatch is open. Includes top and

mid-rail and wrap around self-closing gravity gate mounted with heavy duty hinges acting as a

ladder extension.

1. Steel Tubing: 1-1/2 inch hot rolled electric welded steel tubing, ASTM A500, Grade B,

hot formed.

2. Size: Formed to fit roof hatch size of 30 x 36 [36 x 36] and as appropriate for field verified

hatch sizes.

3. Height: 42 inch above roof surface when mounted on standard roof hatch cap flashing.

4. Mounting System: Integrated stanchions of rail system through bolted to extended cap

flashing of roof hatch using 3/8 inch bolts.

5. Gate System: Gravity self-closing, non-collapsible full wrap around steel tubing grab hold,

welded construction. Heavy duty hinges with 5/8 inch hinge pin with built in pinch-less

http://www.safeprosafety.com/



gate stop and pull up full open positioning.

6. Fasteners: Stainless steel 316 Grade Hex head bolts, 3/8 inch x 2 inch, Nylon locking Hex

nut and flat washers.

7. Labels: Furnish with manufacturer's standard labels containing SafePro Patent Number,

and SafePro Logo.

C. Performance:

1. Meets and exceeds OSHA Standard CFR 29 1910.23 and CFR 29 1910.29.

2. Meet and exceeds Cal-OSHA §3212. Floor Openings, Floor Holes and Roofs and §3209.

Standard Guardrails.

D. Fabrication: Factory formed and fully welded construction, free of sharp edges and snag points.

E. Finish: Factory finished with powder coating.

1. Powder Coat Finish: Manufacturer's standard super durable powder coating; color: Safety

Yellow.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verification of Conditions: Verify that roof hatch is suitable to receive proper installation of

safety rail and ladder extension system. Report unsatisfactory conditions to Architect [Owner].

3.02 INSTALLATION

A. Install safety rail and ladder extension system in accordance with manufacturer's instructions

using bolts furnished by railing manufacturer.

B. [Install safety rail and ladder extension system in accordance with manufacturer's instructions

utilizing manufacturer's Certified Installers.]

C. Install safety rail and ladder extension system by through-bolting to integral curb flashing of

roof hatch, avoiding penetration of roof base flashing.

3.03 ADJUSTING

A. Adjust gate for smooth operation, free of binding.

END OF SECTION


JOINT SEALANTS AND CAULKING 07920 - 1

SECTION 079200

JOINT SEALANTS

PART 1 – GENERAL

1.1 DESCRIPTION

A. Work includes:

1. Throughout the Work, seal and caulk joints where shown on the Drawings and/or as re-

quired by the Project Manager to provide and maintain watertight and airtight continuous

seals.

2. This section includes, but is not limited to, providing joint sealants to be in the

following areas:

a) Parapet cap copings and counterflashings at roofing conditions

b) All other joints as directed by the Project Manager


A. Use adequate numbers of skilled workmen who have successfully completed a minimum of

three projects in the last five years of similar type and scope as the project herein. The work-

men shall be thoroughly trained and experienced in joint sealant applications and completely

familiar with the specified requirements and methods needed for the proper performance of

the work of this section.

B. Joint sealer products shall be obtained from a single manufacturer for each product re-

quired.

C. Job Site Testing

1. All joint sealants shall be field tested for proper adhesion to the joint substrates prior to

installation. Do not proceed with the work until job site tests have been approved by the

Project Manager.

2. Locate and provide test joints for each type of joint sealant, and substrate as directed by

the Project Manager.

3. Acceptable test joints will be used as the standard for all joint sealant work on the

project.

4. Sealants which fail to adhere to the substrates shall be removed and replaced at no extra

cost to the Owner.

1.3 SUBMITTALS

A. Product Data: Within 15 calendar days after the Contractor has received the Owner's

Notice to Proceed, submit:

1. Materials list of items proposed to be provided under this Section; and in compliance

with Section 01330 Submittals and Substitutions.

2. Manufacturer's specifications and other data needed to prove compliance with the

specified requirements;

3. Manufacturer's recommended installation procedures which, when approved by the Pro-

ject Manager, will become the basis for accepting or rejecting actual installation proce-

dures used on the Work.



B. Samples: Accompanying the submittal described above, submit samples of each sealant, each

backing material, each primer, and each bond breaker proposed to be used. Include color sam-

ples of full standard product color range.

1.4 PRODUCT HANDLING

A. Do not retain at the job site material which has exceeded the shelf life recommended by its

manufacturer.

B. Store products on site in compliance with the manufacturer's recommendations and as nec-

essary to prevent damage or deterioration to the materials.

1.5 WARRANTY

A. All sealants and caulking shall be provided with a five year manufacturer's warranty.

PART 2 – PRODUCTS

2.1 SEALANTS AND CAULK

A. Except as specifically otherwise approved by the Project Manager, use only the types of seal-

ants described in this Section. Polysulfide sealants require manufacturer's corporate seal.

B. Vertical surfaces and non-traffic bearing horizontal surfaces:

1. One-part Urethane Sealant: Sealant for use at coping joints, reglet joints, etc., shall be a

one-component urethane non-sag, gun grade sealant designed for use in active exterior

joints, and shall meet or exceed Federal Specification No. 1 TT-S-00230C, Type II, Class

A, ASTM C 920. Where joint surfaces are contained or are contaminated with bitumi-

nous materials, provide manufacturer's modified-type sealant (modified with coal-tar or

asphalt as required), as manufactured by Sonneborn (RC-708), or approved equal.

2. Silyl-terminated Polyether Sealant: To seal the leading edge of the CTEM mem-

brane, to bond CTEM at terminations with metal, and for open CTEM seam repair,

sealant shall be a thermosetting, solvent free, non-slump, self-fixturing, multipurpose

structural sealant which shall meet the following physical and performance proper-

ties, M-1 as manufactured by Chem Link, Inc., or approved equal.

Properties

Specific Gravity 1.62 (13.5 lbs./gallon)

Viscosity 800,000 cps Brookfield RTV, TF spindle, 4 rpm 70

degrees F. Shear Strength (ASTM D-1002) 300 psi+ (7 day

ambient cure) Elongation @ break (ASTM D-412) 300% (7

day ambient cure) Hardness Shore A (ASTM C-661) 50 –

55 (14 day ambient cure) Tack free time (ASTM C-679)

35 minutes

Low temperature flex Minus 20 degrees F: PASS

Slump (sag) (ASTM C-639) Zero slump

Shrinkage (ASTM D-2453) No measurable shrinkage (14 cay

cure) Service temperature -40 degrees F to 200 degrees F



C. Colors

1. Colors for each sealant installation will be selected by the Project Manager from

standard colors normally available from the specified manufacturers.

2. Should such standard color not be available from the approved manufacturer except at

additional charge, provide such colors at no additional cost to the Owner.

2.2 PRIMERS

A. Use only those primers which are non-staining, have been tested for durability on the sur-

faces to be sealed, and are specifically recommended for this installation by the manufac-

turer of the sealant used.

2.3 BACKUP MATERIALS

A. Use only those backup materials which are specifically recommended for this installation by

the manufacturer of the sealant used, which are non-absorbent, and which are non- staining.

B. Acceptable types include:

1. Closed-cell resilient urethane or polyvinyl-chloride foam;

2. Closed-cell polyethylene foam;

C. Preformed support strips for ceramic tile control joint and expansion joint work: Use

polyisobutylene or polychloroprene rubber.

2.4 BOND-BREAKER TAPE

A. Polyethylene tape or other plastic tape as recommended by sealant manufacturer for prevent-

ing sealant from adhering to rigid, inflexible joint filler materials or joint surfaces at back of

joint where such adhesion would result in sealant failure. Provide self-adhesive tape where

applicable.

2.5 MASKING TAPE

A. For masking around joints, provide masking tape complying with Fed Spec UU-T-I06c.

2.6 JOINT PRIMER/SEALER

A. Provide type of joint primer/sealer recommended by sealant manufacturer for joint

surfaces to be primed or sealed.


3.1 SURFACE CONDITIONS

A. Examine the areas and conditions under which work of this Section will be performed.

Correct conditions detrimental to timely and proper completion of the work. Do not pro-

ceed until unsatisfactory conditions are corrected.



3.2 PREPARATION

A. Concrete surfaces

Install only on surfaces which are dry, sound, and well brushed, wiping free from dust.

1. At open joints, remove dust by mechanically blown compressed air if so required.

2. Use solvent to remove oil and grease, wiping the surfaces with clean rags.

3. Where surfaces have been treated, remove the surface treatment by sandblasting or wire

brushing.

4. Remove laitance and mortar from joint cavities.

5. Where backstop is required, insert the approved backup material into the joint cavity to

the depth needed.

B. Steel surfaces

1. Steel surfaces in contact with sealant:

Sandblast as required to achieve acceptable surface for bond.

a) If sandblasting is not practical, or would damage adjacent finish, scrape the metal or

wire brush to remove mill scale.

b) Use solvent to remove oil and grease, wiping the surfaces with clean rags.

2. Remove protective coatings on steel by sandblasting or by using a solvent which

leaves no residue.

C. Aluminum surfaces

1. Aluminum surfaces in contact with sealant:

Remove temporary protective coatings, dirt, oil, and grease.

When masking tape is used for protective cover, remove the tape just prior to applying

the sealant.

2. Use only such solvents to remove protective coatings as are recommended for that pur-

pose by the manufacturer of the aluminum work, and which are non-staining.

3.3 INSTALLATION OF BACKUP MATERIAL

A. Use only the backup material recommended by the manufacturer of the sealant used, and ap-

proved by the Project Manager for the particular installation, compressing the backup material

25 to 50 percent to achieve a positive and secure fit.

B. When using backup of tube rod stock, avoid lengthwise stretching of the material. Do not

twist or braid hose or rod backup stock.

3.4 PRIMING

A. Use only the primer recommended by the manufacturer of the sealant, and approved by the

Project Manager for the particular installation, applying in strict accordance with the manu-

facturer's recommendations as approved by the Project Manager.

3.5 BOND-BREAKER INSTALLATION

A. Provide an approved bond-breaker where recommended by the manufacturer of the sealant for

preventing the sealant to adhering to rigid, inflexible joint filler materials or to joint surfaces at

back of joint where such adhesion would result in sealant failure. Adhere strictly to the instal-

lation recommendations as approved by the Project Manager.

JOINT SEALANTS 079200 - 5

3.6 INSTALLATION OF SEALANTS

A. Prior to start of installation in each joint, verify the joint type according to details

on the Drawings, or as otherwise directed by the Project Manager, and verify

that the required proportion of width of joint to depth of joint has been secured.

B. Comply with ASTM C1193 for application of joint sealants.

C. Equipment:

1. Apply sealant under pressure with power-actuated or hand gun, or by

other appropriate means.

2. Use guns with nozzle of proper size, and providing sufficient pressure to

completely fill the joints as designed.

D. Thoroughly and completely mask joints where the appearance of sealant on ad-

jacent surfaces would be objectionable.

E. Install the sealant in strict accordance with the manufacturer's recommendations

as approved by the Project Manager, thoroughly filling joints to the recom-

mended depth.

F. Tool joints to the profile shown on the Drawings, or as otherwise required if such

profiles are not shown on the Drawings.

G. Do not install sealant when air temperature is under 40 degrees F. Sealant tempera-

ture to be at least 50 degrees F; controlled warming permitted to ease installation.

H. Cleaning up:

1. Remove masking tape immediately after joints have been tooled.

2. Clean adjacent surfaces free from sealant as the installation progresses, us-

ing solvent or cleaning agent recommended by the manufacturer of the

sealant used.

END OF SECTION

079200


UNIT SKYLIGHTS 086200 - 1

SECTION 086200 UNIT SKYLIGHTS

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Self-flashing unit skylights.


1. Division 06 Section " Miscellaneous Rough Carpentry" for wood framing and blocking at unit skylights.

2. Division 07 Section "Sheet Metal Flashing and Trim" for flashing at unit skylights. 3. Division 08 Section "Structured-Polycarbonate-Panel Assemblies" for metal-framed

skylights glazed with translucent insulating panels.


A. AAMA/WDMA Performance Designation: Provide unit skylights capable of complying with performance requirements indicated, based on testing manufacturer's unit skylights that are representative of those specified and that are of minimum test size indicated below:

1. Size required by AAMA/WDMA 101/I.S.2/NAFS for gateway performance for both gateway performance and optional performance grade.

2. Size: 6’-9” X 6’-9” Science Hall – Field Verify 4’X5’ Fire Station – Field Verify

B. Test Performance Criteria: Provide unit skylights capable of complying with performance requirements indicated, based on testing manufacturer's unit skylights that are representative of those specified.

1. Structural Performance: Provide unit skylights, including glazing and anchorage, capable of withstanding the effects of the following design loads:

a. Positive Pressure or Inward Load: <60psf>. b. Negative Pressure or Uplift Load: <60psf>.



2. Air Infiltration: Provide unit skylights with maximum air leakage through assembly of 0.3 cfm/sq. ft. (1.5 L/s per sq. m) when tested according to ASTM E 283 at a minimum static-air-pressure difference of 6.24 lbf/sq. ft. (300 Pa) .

3. Water Penetration: Provide unit skylights that do not evidence water penetration through assembly when tested according to ASTM E 331 at a zero static-air-pressure difference across unit.

C. Windborne-Debris-Impact-Resistance Performance: Provide unit skylights that pass missile-impact and cyclic-pressure tests when tested according to ASTM E 1886 and testing information in ASTM E 1996.

1. Small-Missile Impact: For unit skylights located more than 30 feet (9.1 m) above grade.

1.4 SUBMITTALS

A. Product Data: For each type of unit skylight indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for unit skylights.

B. Samples for Initial Selection: For unit skylights with factory-applied color finishes.

C. Product Test Reports: Based on evaluation of comprehensive tests performed within the last four years by a qualified testing agency for each type, performance class, performance grade, and size of unit skylight. Test results based on use of downsized test units will not be accepted.

D. Maintenance Data: For unit skylights to include in maintenance manuals.

E. Warranty: Sample of special warranty.


A. Manufacturer Qualifications: A manufacturer capable of fabricating unit skylights that meet or exceed performance requirements indicated and of documenting this performance by inclusion in lists and by labels, test reports, and calculations.

B. Installer Qualifications: An installer acceptable to unit skylight manufacturer for installation of units required for this Project.

C. Source Limitations: Obtain unit skylights from single source from single manufacturer.

D. Surface-Burning Characteristics of Plastic Glazing: Provide plastic glazing sheets identical to those tested for fire-exposure behavior per test method indicated below by a testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

1. Self-Ignition Temperature: 650 deg F (343 deg C) or more for plastic sheets in thickness indicated when tested per ASTM D 1929.

2. Smoke-Production Characteristics: Comply with either requirement below:

a. Smoke-Developed Index: 450 or less when tested per ASTM E 84 on plastic sheets in manner indicated for use.



b. Smoke Density: 75 or less when tested per ASTM D 2843 on plastic sheets in thickness indicated for use.

3. Burning Characteristics: Tested per ASTM D 635. a. Polycarbonate-Insulating-Panel Glazing: Class CC2, burning rate of 2-1/2 inches

(64 mm) per minute or less for nominal thickness of 0.060 inch (1.5 mm) or thickness indicated for use.

1.6 COORDINATION

A. Coordinate unit skylight flashing requirements with roofing system.

B. Provide anchors and inserts to be placed in adjacent construction in proper sequence so as not to delay the Work.

1.7 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of unit skylights that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Uncontrolled water leakage. b. Deterioration of metals, metal finishes, and other materials beyond normal

weathering. c. Breakage of polycarbonate glazing.

2. Warranty Period: Two years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. American Skylites. 2. APC Dayliter; C/S Group. 3. Auburn Skylights; Major Industries, Inc. 4. Bristolite Skylights. 5. CPI International. 6. Dur-Red Products. 7. Exarc Skylights, Inc. 8. Fiore Skylights, Inc. 9. Fox Lite, Inc.; Skymaster Skylights. 10. GE Polymer Shapes; General Electric Company. 11. Glazed Structures Inc.



12. Hi Pro International, Inc. 13. Kalwall Corporation. 14. Lane-Aire Manufacturing Corp. 15. Naturalite Skylight Systems; Vistawall Group (The). 16. Plasteco, Inc. 17. Plastic Engineering Company of Tulsa, Inc. 18. Skyline Sky-Lites, LLC. 19. Solar Industries, Inc. 20. Sunglo Skylight Products. 21. VELUX America. 22. Wasco Products, Inc.

2.2 MATERIALS

A. Aluminum Components:

1. Sheets: ASTM B 209 (ASTM B 209M), alloy and temper to suit forming operations and finish requirements but with not less than the strength and durability of alclad Alloy 3005-H25.

2. Extruded Shapes: ASTM B 221 (ASTM B 221M), alloy and temper to suit structural and finish requirements but with not less than the strength and durability of Alloy 6063-T52. Match existing configuration.

B. Fasteners: Same metal as metal being fastened, nonmagnetic stainless steel, or other noncorrosive metal as recommended by manufacturer. Finish exposed fasteners to match material being fastened.

1. Where removal of exterior exposed fasteners might allow access to building, provide nonremovable fastener heads.

2.3 GLAZING

A. Polycarbonate Glazing: Thermoformable, extruded monolithic sheets, UV resistant, burglar-resistance rated per UL 972, and with average impact strength of 12 to 16 ft-lb/in. (640 to 854 J/m) of width when tested per ASTM D 256, Test Method A (Izod).

1. Double-Glazing Profile: Dome, 25 percent rise. Match existing profile.

a. Thicknesses: Not less than thicknesses required to exceed performance requirements.

b. Inner Glazing Color: White. c. Outer Glazing Color: Clear.

B. Glazing Gaskets: Manufacturer's standard .



2.4 INSTALLATION MATERIALS

A. Bituminous Coating: SSPC-Paint 12, solvent-type, bituminous mastic, nominally free of sulfur and containing no asbestos fibers, formulated for 15-mil (0.4-mm) dry film thickness per coating.

B. Joint Sealants: As specified in Division 07 Section "Joint Sealants."

C. Roofing Cement: ASTM D 4586, asbestos free, designed for trowel application or other adhesive compatible with roofing system.

2.5 UNIT SKYLIGHTS WITH INTEGRAL DOMED FALL PROTECTION

A. General: Provide factory-assembled unit skylights that include glazing, extruded-aluminum glazing retainers, gaskets, and inner frames and that are capable of withstanding performance requirements indicated.

B. Unit Shape and Size: As indicated – Match existing characteristics.

C. Condensation Control: Fabricate unit skylights with integral internal gutters and non-clogging weeps to collect and drain condensation to the exterior.

D. Thermal Break: Fabricate unit skylights with thermal barrier separating exterior and interior metal framing.

E. Provide domed, galvanized steel mesh fall protection system with skylight unit by skylight manufacturer or company recommended and approved by skylight manufacturer.

2.6 GENERAL FINISH REQUIREMENTS

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.7 ALUMINUM FINISHES

A. Clear Anodic Finish: AAMA 611, AA-M12C22A41, Class I, 0.018 mm or thicker.



PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Proceed with unit skylight installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Coordinate installation of unit skylight with installation of substrates, vapor retarders, roof insulation, roofing membrane, and flashing as required to ensure that each element of the Work performs properly and that combined elements are waterproof and weathertight.

B. Comply with recommendations in AAMA 1607 and with manufacturer's written instructions for installing unit skylights.

C. Install unit skylights level, plumb, and true to line, without distortion.

D. Anchor unit skylights securely to supporting substrates.

E. Where metal surfaces of unit skylights will contact incompatible metal or corrosive substrates, including preservative-treated wood, apply bituminous coating on concealed metal surfaces, or provide other permanent separation recommended in writing by unit skylight manufacturer.

F. Set unit skylight flanges in thick bed of roofing cement to form a seal unless otherwise indicated.

G. Where cap flashing is indicated, install to produce waterproof overlap with roofing or roof flashing. Seal with thick bead of mastic sealant except where overlap is indicated to be left open for ventilation.

3.3 CLEANING

A. Clean exposed unit skylight surfaces according to manufacturer's written instructions. Touch up damaged metal coatings and finishes.

B. Remove excess sealants, glazing materials, dirt, and other substances.

C. Remove and replace glazing that has been broken, chipped, cracked, abraded, or damaged during construction period.

D. Protect unit skylight surfaces from contact with contaminating substances resulting from construction operations.

END OF SECTION


PORTLAND CEMENT PLASTER 092200 - 1

SECTION 092200 PORTLAND CEMENT PLASTER

PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions

and Division 1 specification sections, apply to work of this section. 1.02 SECTION INCLUDES A. Metal lathing. B. Sheathing. C. Portland cement plaster, 3 coat system. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawing: Submit layout of expansion and control joints. C. Product Data: Provide data on plaster materials, characteristics and limitations of products

specified. D. Samples: Submit two samples, 12 x 12 inch in size illustrating finish color and texture. 1.04 QUALITY ASSURANCE A. Perform Work in accordance with ASTM C926. 1.05 QUALIFICATIONS A. Applicator: Company specializing in performing the work of this section with minimum three

years documented experience. 1.06 MOCKUP A. Provide mockup of plaster system with accessories. B. Construct mockup, 8 feet long by 8 feet high, illustrating surface finish and color. C. Locate where directed by Architect. D. Mockup may remain as part of the Work upon approval.



1.07 ENVIRONMENTAL REQUIREMENTS A. Do not apply plaster when substrate or ambient air temperature is less than 50 degrees F (10

degrees C) nor more than 80 degrees F (27 degrees C). PART 2 - PRODUCTS 2.01 PLASTER MATERIALS A. Cement: ASTM C150, Type I Portland. B. Lime: ASTM C206, Type S. C. Aggregate: In accordance with ASTM C897. D. Water: Clean, fresh, potable and free of mineral or organic matter which can affect plaster. E. Bonding Agent: ASTM C631; type recommended for bonding plaster to masonry surfaces. F. Finish: Manufacturer's elastomeric premixed finish coat, color to be selected from full range of

colors. G. Masonry Primer: Manufacturer’s masonry filler/ primer to prevent telegraphing of masonry

joints through system. 2.02 PLASTER FINISH MATERIALS A. Elastomeric Coating. B. Color: Final color selected by Architect from field samples, preliminary color is desert tan. 2.03 FURRING AND LATHING A. Metal Lath: ASTM C847; self furring mesh 2.5 lb/sq ft of weight to suit application. B. Exterior grade, 1/2 inch asphalt impregnated wood fiber board sheathing. C. Underlayment: Tyvek Stucco Wrap. D. Casing Bead: Formed zinc, minimum 26 gage thick; depth governed by plaster thickness;

maximum possible lengths; expanded metal flanges, with bullnosed edges. E. Corner Bead: Formed zinc, minimum 26 gage thick; depth governed by plaster thickness;

maximum possible lengths; expanded metal flanges, with radiused edge. F. Corner Mesh: Formed zinc, minimum 26 gage thick; expanded flanges shaped to permit

complete embedding in plaster; minimum 2 inches wide; galvanized finish. G. Control and Expansion Joint Accessories: Formed zinc, minimum 26 gage thick; accordion

profile, 2 inch expanded metal flanges each side; galvanized finish.



H. Anchorage Methods: Nails, staples, or other approved metal supports, of type and size to suit

application, galvanized to rigidly secure lath and associated metal accessories in place. 2.04 CEMENT PLASTER MIXES A. Mix and proportion cement plaster in accordance with ASTM C926, Type C. B. Finish Coat: Premixed, elastomeric, integrally colored, pebble finish as manufactured by El Rey

Stucco, or equal. C. Mix only as much plaster as can be used prior to initial set. D. Protect mixtures from freezing, frost, contamination, and evaporation. E. Do not retemper mixes after initial set has occurred. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify surfaces and site conditions under provisions of Section 01039. B. Masonry: Verify joints are cut flush and surface is ready to receive work of this Section. Verify

no bituminous or water repellent coatings exist on masonry surface. 3.02 PREPARATION A. Dampen masonry surfaces to reduce excessive suction. B. Clean concrete surfaces of foreign matter. Clean surfaces using acid solutions, solvents, or

detergents. Wash surfaces with clean water. C. Roughen smooth concrete surfaces and apply bonding agent. Apply in accordance with

manufacturer's instructions. 3.03 INSTALLATION - LATHING MATERIALS A. Apply one ply of felt underlayment over substrate; weather lap edges 4 inches (100 mm)

minimum. Fasten in place. B. Apply self furring reinforcement with self furring ribs perpendicular to supports. C. Lap ends minimum 1 inch. Secure end laps with tie wire where they occur between supports. D. Lap sides of diamond mesh lath minimum 1-1/2 inches.



3.04 INSTALLATION - ACCESSORIES A. Continuously reinforce internal angles with corner mesh, return metal lath 3 inches from corner to

form the angle reinforcement; fasten at perimeter edges only. B. Place corner bead at external wall corners; fasten at outer edges of lath only. C. Place strip mesh diagonally at corners of lathed openings. Secure rigidly in place. D. Place 4 inch wide strips of metal lath centered over junctions of dissimilar backing materials.

Secure rigidly in place. E. Place casing beads at terminations of plaster finish. Butt and align ends. Secure rigidly in place. 3.05 CONTROL AND EXPANSION JOINTS A. In soffits locate exterior control and expansion joints every 12 feet maximum in each direction or

as indicated. B. Coordinate joint placement with other related work. 3.06 PLASTERING A. Apply plaster in accordance with ASTM C926. B. Apply scratch coat to a nominal thickness of 3/8 inch, brown coat to a nominal thickness of 3/8

inch, and a finish coat to a nominal thickness of 1/8 inch over metal lathed surfaces. C. Moist cure scratch and brown coats. Apply brown coat immediately following initial set of

scratch coat. D. After curing, dampen base coat prior to applying finish coat. E. Apply finish coat per manufacturer’s recommendation. 3.07 FINISH TEXTURE A. Evenly distributed sand finish. B. Do not leave trowel marks. C. Utilize elastomeric, integrally colored finish color coat with fine pebble texture. 3.08 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet. END OF SECTION


PAINTING 099000 - 1

SECTION 099000

PAINTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and

Division 1 specification section, apply to work of this section. 1.02 SECTION INCLUDES A. Surface preparation and field application of paints and coatings. B. Paint exterior mechanical items as scheduled. 1.03 SURFACES TO BE PAINTED A. All exposed surfaces whether or not colors are designated in "schedules". B. All exposed structural steel and metal deck. C. Exposed bare and covered pipe and ducts and hangers. D. All interior concrete floors unless noted otherwise. E. Exposed steel and iron work. F. Tops and bottom of all wood doors. G. Primed metal surfaces of equipment installed under mechanical and electrical work including distribution

cabinets. H. Surfaces, cables, piping visible through grille work. I. All exterior concrete surfaces except concrete walks, ramps and curbs. Surfaces include stem, walls or

foundation walls. J. All exposed to view portions of control joints. 1.04 SURFACES NOT TO BE PAINTED A. Natural finish of material where specifically noted not to be painted. B. Pre-finished items including finished electrical equipment, including light fixtures and switch gear. C. Finished metal surfaces such as anodized aluminum, stainless steel, and chromium plate. D. Code required labels. 1.05 SUBMITTALS A. Submit under provisions of Section 01300.


PAINTING 099000 - 2

B. Product Data: Provide data on all finishing products. C. Samples: Submit two sets of paint samples, 4 x 5 inch in size illustrating colors scheduled. Submit color

fan when requested by Architect. 1.06 SINGLE SOURCE RESPONSIBILITY A. Provide primers and other undercoat paint produced by same manufacturer as finish coats. 1.07 REGULATORY REQUIREMENTS A. Conform to applicable code for flame and smoke rating requirements for finishes. 1.08 FIELD SAMPLES A. Provide field sample of paint under provisions of Section 01400. B. Provide two field sample panels, 2 feet long by 8 inches depicting texture, and finish. Provide samples a

minimum of 1 week prior to scheduled start of painting work. C. Locate where directed by architect. D. Architect may change or adjust color based on review of field sample, final acceptance of all colors

will be from field samples. 1.09 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. C. Container label to include manufacturer's name, type of paint, brand name, lot number, brand code,

coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

D. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F in

ventilated area, and as required by manufacture's instructions. 1.10 ENVIRONMENTAL REQUIREMENTS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required

by the paint product manufacturer. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity

ranges required by the paint product manufacturer. B. Mimimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior

unless required otherwise by manufacturer’s instructions. PART 2 - PRODUCTS 2.01 MANUFACTURERS


PAINTING 099000 - 3

A. Manufacturers 1. Benjamin Moore and Co. (BM) 2. PPG Industries, Pittsburgh Paints (PPG) 3. Sherwin - Williams Co. (SW) 4. Hanley Paint Manufacturing Co. Inc. (Hanley) 5. Wellborn (Wellborn) 6. Valspar B. Manufacturers / Concrete Stain 1. Lithochrome Chemstain by L.M. Scofield Company 2. Stain-Crete by Increte Systems 3. Kemiko Stone Tone Stain by Kemiko Concrete Products 2.02 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a softpaste consistency,

capable of being readily and uniformly dispersed to a homogeneous coating; good flow and brushing properties; capable of drying or curing free of streaks or sags.

B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically

indicated but required to achieve the finishes specified, of commercial quality. C. Stain (concrete): Ready to use, penetrating, reactive stain that chemically combines with cured concrete. D. Granite, Faux Collection, Signature Color with Granite Crystals, paint system by Valspar. 2.03 FINISHES A. Refer to schedule at end of section for surface finish schedule. Refer to drawings for color selection. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that surfaces are ready to receive work as instructed by the product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that

may potentially affect proper application. Beginning of work means acceptance of existing conditions. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless

moisture content of surfaces are below the following maximums: 1. Plaster and Gypsum Wallboard: 12 percent. 2. Concrete: 12 percent. 3. Concrete Floors: 8 percent. E. Concrete that is to be stained must be fully cured and should not be applied prior to 60 days within pour. 3.02 PREPARATION


PAINTING 099000 - 4

A. Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing.

B. Correct defects and clean surfaces which affect work of this section. Remove existing coatings that exhibit

loose surface defects. C. Insulated Coverings: Remove dirt, grease and oil from canvas and cotton. D. Concrete Floors: Remove contamination, acid etch and rinse floors with clear water. Verify required acid-

alkali balance is achieved. Allow to dry. E. Gypsum Board Surfaces: Fill minor defects with filler compound. Spot prime defects after repair. F. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of

etching primer. G. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scale,

salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry.

H. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make

touchup patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. I. Interior Wood Items Scheduled to Receive Paint Finish: Wipe off dust and grit prior to priming. Seal

knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats.

J. Interior wood items scheduled to receive transparent finish: Wipe off dust and grit prior to sealing, seal

knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats.

K. Doors Scheduled for Painting: Seal top and bottom edges with primer. Apply 2 coats paint or stain to all

edges to match face. J. Concrete Surfaces Scheduled to Receive Stain Finish: Immediately prior to chemically staining, the

concrete must be thoroughly cleaned. The surface should be swept, then pressure washed or scrubbed using a rotary floor machine. Use of a suitable, high-quality commercial detergent will facilitate cleaning. The surface must be rinsed after cleaning until the rinse water is completely clean. Use of acid cleaners is prohibited.

M. Remove existing paint down to bare metal on all existing steel items scheduled for painting. Apply new

paint system as scheduled. 3.03 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe

excess from surface.


PAINTING 099000 - 5

E. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. F. Sand wood and metal lightly between coats to achieve required finish. G. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next coat. H. Allow applied coat to dry before next coat is applied. I. Prime concealed surfaces of all woodwork with primer paint. J. Pavement marking shall have crisp edges. Provide additional coat if edges are not crisp and if substrate

shows through. 3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Refer to Mechanical and Electrical Sections for schedule of color coding and identification banding of

equipment, duct work, piping, and conduit. B. Paint shop primed equipment. C. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components

and paint separately. D. Prime and paint exposed items: insulated and non-insulated exposed pipes, conduit, boxes, insulated and

non-insulated exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. E. Paint interior surfaces of air ducts that are visible through grilles and louvers with one coat of flat black

paint, to visible surfaces. Paint dampers exposed behind louvers and grilles. F. Paint exposed items occurring in finished areas. G. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing

equipment. H. Color code equipment, piping, conduit, and exposed duct work. Color band and identify with flow arrows

names and numbering. I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to

finishing. 3.05 CLEANING A. Clean work under provisions of 01700. B. Collect waste material which may constitute a fire hazard, place in closed metal containers and remove

daily from site. 3.06 SCHEDULE - EXTERIOR SURFACES A. Pavement Markings: 1. One coat paint, white, TT - P - 115, 2.5 mils total dry thickness. B. Concrete, Concrete Block:


PAINTING 099000 - 6

1. One coat of block primer. 2. Two coats vinyl acrylic masonry paint, flat, thin 1st coat per manufacturer's

recommendations, TT - P - 19 C. C. Concrete Block: 1. Three coats of OKON W-2 water repellent sealer (modified acrylic emulsion). Transparent. D. Steel - Shop Primed and Existing Painted: 1. Touch-up with primer or reprime. 2. Two coats of alkyd enamel, semi-gloss. E. Steel - Galvanized: 1. One coat galvanize primer. 2. Two coats of alkyd enamel, semi-gloss. F. Steel - Galvanized Deck: 1. One coat galvanize primer. 2. 3 mil DFT thick minimum topcoat 3. Two coats of alkyd enamel, semi-gloss. END OF SECTION 099000