Project-Roof 14 Hot BUR Replacement .pdf

Manchester Community Schools Date of Issue (10/25/2023)

Riverside Intermediate School

Roof 14 Hot BUR Replacement

000110 - Page 1 of 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

011000 Summary

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

070150.19 Preparation for Re-Roofing

075113.11 Built-Up Asphalt Roofing, Hot-Applied

076200.02 Sheet Metal Flashing and Trim (Short Form)

000100 - Page 1 of 1

COPYRIGHT

COPYRIGHT: 2020 by The American Institute of Architects (AIA). Exclusively published and distributed by Del-tek, Inc., for the AIA. Tremco modifications were made with permission and Tremco CPG Inc. reserves all rights thereto.

DESIGN PROFESSIONAL: The attached PRODUCT MASTERSPEC section(s) are licensed by Deltek, Inc., for limited distribution by Tremco CPG Inc. and are prepared as a courtesy for use by design professional of record on a single project. Review and accept changes and modify according to project requirements and design professional's practice, who assumes responsibility for document contents consistent with licensing statutes of the Project state.

FACILITY OWNER: The attached PRODUCT MASTERSPEC section(s) are licensed by Deltek, Inc., for limited distribution by Tremco CPG Inc. and are prepared as a courtesy for use by facility owner on a single project.

For more information about Tremco roofing products, contact Tremco Roofing and Building Maintenance Division, Beachwood, OH 44122, (800) 562 - 2728, Web address: www.tremcoroofing.com http://www.tremcoroofing.com/

011000 - Page 1 of 4

SUMMARY

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and drawing conventions.

1.2 PROJECT INFORMATION

A. Facility Owner Information:

1. Owner Name: Manchester Community Schools.

B. Facility Information:

1. Building Name: Riverside Intermediate School.

2. Building Location: 710 E Main St Manchester, MI 48158.

C. Project Information:

1. Project Name: Roof 14 Hot BUR Replacement.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Roof Area 14::

a. Area of Roof(s): 6,155 sq. ft.

b. Slope of Existing Roof: 3 inches per ft.

c. Description of Work:

011000 - Page 2 of 4

1) Replacement roofing specified in Division 07 Section 075113.11 - Built-Up

Asphalt Roofing, Hot-Applied.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.4 ACCESS TO SITE

A. Use of Site, Limited: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

1. Use of Site: Limit use of Project site to work in areas indicated and as directed by Owner.

Do not disturb portions of Project site beyond areas in which the Work is indicated, including designated lay-down areas.

2. Driveways, Walkways and Entrances: Keep driveways, facility loading areas, 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 by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.5 COORDINATION WITH OCCUPANTS

A. Owner Occupancy: Owner will occupy site including existing and adjacent building(s) 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. 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 approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

1.6 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

011000 - Page 3 of 4

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of

6:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours: Coordinate with Manchester Community Schools.

2. Early Morning Hours: Coordinate with Manchester Community Schools.

3. Hours for Utility or Services Shutdowns: Coordinate with Manchester Community

Schools.

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

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than two days in advance of proposed disruptive operations.

E. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.

F. Nonsmoking Project: Use of tobacco products on the Project site is not permitted.

G. Controlled Substances: Use of other controlled substances on the Project site is not permitted.

H. Employee Identification: Provideidentification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

I. Employee Screening: Comply with Owner's requirements for drug and background screening of

Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.7 SPECIFICATION AND DRAWING CONVENTIONS

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

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

011000 - Page 4 of 4

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on

Drawings.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

070150.19 - Page 1 of 10

PREPARATION FOR RE-ROOFING

SECTION 070150.19 - PREPARATION FOR RE-ROOFING

1.1 SUMMARY

A. Section Includes:

1. Roof replacement preparation consisting of full roof tear-off of entire roof system.

2. Removal of flashings and counterflashings.

3. Temporary roofing.

4. Temporary roof drainage.

5. Removal and reinstallation of indicated components, accessories, and equipment.

6. Recycling of non-hazardous demolition and construction waste.

B. Related Information:

1. Division 01 Section "Summary" for use of the premises and phasing requirements, and for restrictions on use of the premises due to Owner or tenant occupancy.

2. Division 07 Section "Sheet Metal Flashing and Trim" for formed metal roof flashings and counterflashings and shop-formed expansion joints.

1.2 DESCRIPTION OF WORK

A. Re-roofing preparation Work consists of the following:

1. Preparation for Roof Area 14 7:

a. Preparation for: Roof replacement.

b. Existing Roof Type: Mechanically attached single ply.

c. Existing Deck Type: Metal deck.

d. Roof tear-off.

e. Salvaging of non-hazardous demolition and construction waste.

f. Recycling of non-hazardous demolition and construction waste.

g. Uplift securement.

070150.19 - Page 2 of 10

h. Removal of base flashings.

i. Temporary roof membrane.

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 D1079 "Standard Terminology Relating to Roofing and

Waterproofing" and glossary in applicable edition of NRCA's "The NRCA Roofing Manual:

Membrane Roof Systems" for definition of terms related to roofing work in this Section.

B. Existing Roofing System: Roofing system identified above, including roof covering/membrane, roof insulation, surfacing, and components and accessories between deck and roof covering/membrane.

C. Full Roof Tear-Off: Removal of existing membrane roofing system from deck.

D. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and reinstalled.

E. Existing to Remain: Existing items of construction that are not indicated to be removed.

F. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

G. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

H. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

1.5 PREINSTALLATION MEETINGS

A. Preliminary Roofing Conference: Before starting removal Work, conduct conference at Project site.

1. Coordinate with roofing preinstallation meetings specified in Division 07 roofing section(s).

2. Review methods and procedures related to roofing tear-off, including, but not limited to, the following:

a. Reroofing preparation, including roofing system manufacturer's written instructions.

070150.19 - Page 3 of 10

b. Temporary protection requirements for existing roofing system components that are to remain.

c. Existing roof drains and roof drainage during each stage of reroofing, and roof-drain plugging and plug removal.

d. Construction schedule and availability of materials, Installer's personnel, equipment, and facilities needed to avoid delays.

e. Existing roof deck conditions requiring Owner notification.

f. Existing roof deck removal procedures and Owner notifications.

g. Condition and acceptance of existing roof deck and base flashing substrate for reuse.

h. Structural loading limitations of roof deck during reroofing.

i. Base flashings, special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that affect reroofing.

j. HVAC shutdown and sealing of air intakes.

k. Shutdown of fire-suppression, -protection, and -alarm and -detection systems.

l. Governing regulations and requirements for insurance and certificates if applicable.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: Installer of new membrane roofing system.

B. Regulatory Requirements:

1. Comply with governing EPA notification regulations before beginning membrane roofing removal.

2. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.7 PROJECT / FIELD CONDITIONS

A. Owner will occupy portions of building immediately below reroofing area.

1. Conduct reroofing so Owner's operations will not be disrupted.

2. Provide Owner with not less than 48 hours' written notice of activities that may affect

Owner's operations.

070150.19 - Page 4 of 10

3. 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.

B. Protect building to be reroofed, 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. Limit construction loads on roof to rooftop equipment wheel loads and uniformly distributed loads not exceeding recommendations of Contractor's professional engineer based upon site inspection and analysis.

E. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building.

1. Remove only as much roofing in one day as can be made watertight in the same day.

F. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.

G. Hazardous Materials: It is not expected that hazardous materials such as asbestos-containing materials will be encountered in the Work.

PART 2 - PRODUCTS

2.1 TEMPORARY PROTECTION MATERIALS

A. EPS Insulation: Molded (expanded) polystyrene, ASTM C578.

B. Plywood: NIST DOC PS 1, Grade CD, Exposure 1.

C. Oriented Strand Board (OSB): NIST DOC PS 2, Exposure 1.

2.2 DECK REPAIR/REPLACEMENT MATERIALS

A. Metal Deck Repair Materials:

1. Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI

Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 31, and with the following:

a. Gage, rib depth, rib configuration to match existing; three span; lapped and stitched joints.

b. Sheet Steel: ASTM A653/A653M, Grade A structural quality; with G90 coating

(galvanized).

070150.19 - Page 5 of 10

2. Fasteners:

a. Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically driven carbon-steel fasteners; or self-drilling, self-threading screws.

b. Side-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drilling, carbon-steel screws, No. 10 (4.8 mm) minimum diameter.

3. Accessories: Provide manufacturer's standard accessory materials for deck that comply with requirements indicated.

2.3 ROOFING INFILL, PATCHING AND REPLACEMENT MATERIALS

A. Use roofing infill materials matching existing membrane roofing system materials unless otherwise indicated.

B. Fasteners: Factory-coated steel fasteners with metal or plastic plates listed in FM Approvals'

RoofNav, and acceptable to new roofing system manufacturer.

2.4 TEMPORARY ROOFING MATERIALS

A. Design and selection of materials for temporary roofing are responsibilities of Contractor.

2.5 TEMPORARY ROOF DRAINAGE

A. Design and selection of materials for temporary roof drainage are responsibilities of the

Contractor.

2.6 AUXILIARY RE-ROOFING 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 FM Approval'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, GENERAL

A. Protection of In-Place Conditions: Protect existing roofing system that is indicated not to be reroofed.

1. Loosely lay 1-inch- (25-mm-) minimum thick, molded expanded polystyrene (EPS) insulation over the roofing membrane in areas indicated.

070150.19 - Page 6 of 10

a. Loosely lay 15/32-inch (12-mm) plywood or OSB panels over EPS. Extend EPS past edges of plywood or OSB panels a minimum of 1 inch (25 mm).

2. Limit traffic and material storage to areas of existing roofing membrane that have been protected.

3. Maintain temporary protection and leave in place until replacement roofing has been completed. Remove temporary protection on completion of reroofing.

B. Seal or isolate windows that may be exposed to airborne substances created in removal of existing materials.

C. Shut off rooftop utilities and service piping before beginning the Work.

D. Test existing roof drains to verify that they are not blocked or restricted.

1. Immediately notify Owner of any blockages or restrictions.

E. Coordinate with Owner to shut down air-intake equipment in the vicinity of the Work.

1. Cover air-intake louvers before proceeding with reroofing work that could affect indoor air quality or activate smoke detectors in the ductwork.

F. Pollution Control: Comply with environmental regulations of authorities having jurisdiction.

Limit spread of dust and debris.

1. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

2. Remove debris from building roof by chute, hoist, or other device that will convey debris to grade level.

G. Temporary Weather Protection: During removal operations, have sufficient and suitable materials on-site to facilitate rapid installation of temporary protection in the event of unexpected rain.

H. Roof Drain Protection: Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.

1. If roof drains are 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.

2. Prevent debris from entering or blocking roof drains and conductors.

a. Use roof-drain plugs specifically designed for this purpose.

b. Remove roof-drain plugs at end of each workday, when no work is taking place, or when rain is forecast.

070150.19 - Page 7 of 10

3. If roof drains are 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.

a. Do not permit water to enter into or under existing membrane roofing system components that are to remain.

3.2 ROOF TEAR-OFF

A. Notify Owner each day of extent of roof tear-off proposed for that day.

B. Lower removed roofing materials to ground and onto lower roof levels, using dust-tight chutes or other acceptable means of removing materials from roof areas.

C. Remove protection mat and insulation from protected roofing membrane.

1. Discard extruded-polystyrene insulation that is wet and exceeds 8 lb/cu. ft. (128 kg/cu.

m).

2. Store extruded-polystyrene insulation for reuse and protect from physical damage.

3. Store ballast for reuse in manner not to exceed structural loading limitations of roof deck.

D. Roof Drainage: Remove roof drainage items indicated for removal.

E. Roof Tear-Off: Remove existing roofing membrane and other membrane roofing system components down to the deck.

1. Remove roof insulation.

2. Remove fasteners from deck.

F. Roof Edge Specialties:

1. New perimeter metal systems (fascia and coping) are specified in Division 07 Section

"Sheet Metal Flashing and Trim."

G. Inspect wood blocking, curbs, and nailers for deterioration and damage.

1. Replace existing wood components that exhibit signs of deterioration or other conditions detrimental to securement of roofing system components, including roof edge flashings.

2. Reuse of Existing Wood Nailers: Permitted where type, size and securement are in accordance with Factory Mutual Loss Prevention Data Bulletin 1-49; and existing wood nailers exhibit no signs of deterioration or other conditions detrimental to securement of new roofing system in conformance with specified requirements.

3.3 DECK PREPARATION

A. Inspect deck after tear-off of membrane roofing system.

070150.19 - Page 8 of 10

B. Verify that deck is sound and dry.

C. If broken or loose fasteners that secure deck panels to one another or to structure are observed or if deck appears or feels inadequately attached, immediately notify Owner. Do not proceed with installation until directed by Owner.

D. Unsuitable Deck: If deck surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify Owner. Do not proceed with installation until directed by Owner.

3.4 DECK REPAIR/REPLACEMENT

A. Repair existing deck to provide smooth working surface for installation of roof system.

1. Replace deck that cannot be repaired to sound condition.

B. Metal Deck Reattachment:

1. Mechanically reattach loose sections of deck to steel support members 12 inches (300

mm) on center (at every other rib) and 6 inches (150 mm) on center (at every rib) in roof corner and roof perimeter areas.

2. Side Laps: Mechanically fasten 18 inches (450 mm) on center.

3. Mechanically fasten steel deck to supporting member at each deck side lap, regardless of spacing.

4. Overlap steel deck end laps minimum 2 inches (50 mm); mechanically attach at the above listed factors.

C. Metal Deck Replacement:

1. Remove defective metal decking and examine supports; if supports are unsound, notify

Owner and obtain direction before proceeding with deck replacement.

2. Install new metal decking in accordance with SDI, Design Manual for Composite Decks, Form Decks, Roof Decks

3.5 ROOFING INFILL, PATCHING AND REPLACEMENT MATERIALS INSTALLATION

A. Immediately after removal of selected portions of existing membrane roofing system, and inspection and repair, if needed, of deck, fill in the tear-off areas to match existing membrane roofing system construction.

3.6 EQUIPMENT REMOVAL AND REINSTALLATION

A. General: Remove, store, protect and reinstall rooftop equipment as required to accommodate roof tear-off and subsequent roofing work.

070150.19 - Page 9 of 10

1. Raise roof curbs, equipment mountings and other roof penetration flashings as required to accommodate additional insulation thickness and maintain base flashing height of not less than 8 inches (200 mm), unless otherwise indicated.

a. Provide wood assemblies and additional support with miscellaneous galvanized steel angles, as required to rebuild or raise existing roof curbs.

b. Extend vent and soil stacks and other roof penetrations, using matching materials, as required to accommodate additional insulation thickness.

2. Extend existing ductwork inside existing roof curbs to accommodate extension of curb.

a. Use materials matching existing ductwork; minimum of 20 ga. (0.9 mm) galvanized duct with Pittsburgh folded seam slip joints-typical.

B. Rooftop Equipment, Electrical: Engage a qualified electrician to perform electrical disconnection and reconnection.

1. Disconnect, reroute, extend and reconnect existing power feeders and control circuits

(conduit and wiring) feeding the existing roof mounted equipment which is indicated to be raised and/or relocated to a new elevation/location and as required by the Contract.

2. Provide weatherproof exterior junction boxes, when required.

3. Make connections to mechanical equipment by using a maximum 18-inch (450-mm) length of liquid-tight flexible steel conduit.

a. Rigid connections to mechanical equipment are not permitted.

4. Relocate and reconnect existing disconnect switches presently installed on existing roof mounted equipment indicated to be raised and/or relocated.

C. Reinstall designated equipment.

1. Make electrical reconnections in accordance with applicable code and authorities having jurisdiction.

2. Recharge HVAC equipment with refrigerant required by equipment manufacturer.

3. Coordinate with Owner to test equipment and verify proper operation.

4. Notify Owner to have lightning protection system inspected and recertified after reinstallation.

3.7 BASE FLASHING REMOVAL

A. Remove existing base flashings around parapets, curbs, walls, and penetrations.

1. Clean substrates of contaminants, such as asphalt, sheet materials, dirt, and debris.

070150.19 - Page 10 of 10

B. Do not damage metal counterflashings that are to remain.

1. Replace metal counterflashings damaged during removal with counterflashings specified in Division 07 Section "Sheet Metal Flashing and Trim."

3.8 DISPOSAL

A. Collect demolished materials and place in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

1. Storage or sale of demolished items or materials on-site is not permitted.

B. Transport and legally dispose of demolished materials off Owner's property.

3.9 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by preparation for re-roofing operations. Return adjacent areas to condition existing before operations began.

END OF SECTION 070150.19

075113.11 - Page 1 of 19

BUILT-UP ASPHALT ROOFING, HOT-APPLIED

SECTION 075113.11 - BUILT-UP ASPHALT ROOFING, HOT-APPLIED

1.1 SUMMARY

A. Section Includes:

1. Hot-applied built-up asphalt roofing system on metal deck, including:

a. Roof insulation.

b. Roof insulation cover board.

c. Roof membrane base-ply sheet.

d. Roof membrane ply sheets.

e. Roofing membrane cap sheet.

f. Base flashings.

g. Roof surfacing consisting of aggregate surfacing.

B. Related Sections:

1. Division 07 Section "Preparation for Re-Roofing" for recover board beneath new membrane roofing.

2. Division 07 Section "Sheet Metal Flashing and Trim" for shop- formed sheet metal items including roof drainage system items, roof penetration flashings, roof drainage systems, counterflashings and reglets and formed copings and roof edge metal items.

1.2 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D1079 "Standard Terminology Relating to Roofing and

Waterproofing" and glossary in applicable edition of NRCA's "The NRCA Roofing Manual:

Membrane Roof Systems" for definition of terms related to roofing work in this Section.

B. Hot Roofing Asphalt: Roofing asphalt heated to its equiviscous temperature, the temperature at which its viscosity is 125 centipoise for mop-applied roofing asphalt and 75 centipoise for mechanical spreader-applied roofing asphalt, within a range of plus or minus 25 deg. F (14 deg.

C), measured at the mop cart or mechanical spreader immediately before application.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Roofing Conference: Conduct conference at Project site.

075113.11 - Page 2 of 19

1. Meet with Owner, Owner's insurer if applicable,, roofing Installer, roofing system manufacturer's representative, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment.

2. Review drawings and specifications.

3. Review methods and procedures related to roofing installation, including manufacturer's written instructions.

4. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

5. Examine substrate conditions and finishes for compliance with requirements, including flatness and fastening.

6. Review structural loading limitations of roof deck during and after roofing.

7. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system.

8. Review governing regulations and requirements for insurance and certificates if applicable.

9. Review temporary protection requirements for roofing system during and after installation.

10. Review roof observation and repair procedures after roofing installation.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer, Manufacturer, and Roofing Inspector.

B. Warranties: Unexecuted sample copies of warranties.

C. Field Quality Control Reports: Reports of Roofing Inspector. Include weather conditions, description of work performed, tests performed, defective work observed, and Contractor's corrective actions taken to correct defective work.

1. Submit reports within 48 hours after inspection.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: To include in maintenance manuals.

B. Warranties: Executed copies of warranties.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full-time on-site supervisor with a minimum of five years' experience installing

075113.11 - Page 3 of 19 products comparable to those specified, able to communicate verbally with Contractor,, and employees, and qualified by the roofing system manufacturer to install manufacturer's product and furnish warranty of type specified.

B. Manufacturer Qualifications: Approved manufacturer with UL listed roofing systems comparable to those specified for this Project, with minimum five years' experience in manufacture of comparable products in successful use in similar applications, and able to furnish warranty with provisions matching specified requirements.

C. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection specified in Field Quality

Control Article, to determine Installer's compliance with the requirements of this Project, and approved by the manufacturer to issue warranty certification. The Roofing Inspector shall be one of the following:

1. An authorized full-time technical employee of the manufacturer.

2. An independent party certified as a Registered Roof Observer by the International

Institute of Building Enclosure Consultants (formerly the Roof Consultants Institute) retained by the Contractor or the Manufacturer and approved by the Manufacturer.

D. Manufacturer's Installation Instructions: Obtain and maintain on-site access to manufacturer's written recommendations and instructions for installation of products.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing manufacturer. Protect stored liquid material from direct sunlight.

1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.

C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.

D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck.

1.8 PROJECT / FIELD CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements.

075113.11 - Page 4 of 19

B. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.

1. Provide tie-offs at end of each day's work to cover exposed roofing and insulation with a course of roofing sheet securely in place with joints and edges sealed.

2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing.

3. Remove temporary plugs from roof drains at end of each day.

4. Remove and discard temporary seals before beginning work on adjoining roofing.

1.9 WARRANTY

A. Manufacturer's Warranty: Roof System Manufacturer's standard form in which Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within warranty period, as follows.

1. Form of Warranty: Manufacturer's standard warranty form.

2. Scope of Warranty: Work of this Section and including sheet metal details and termination details installed by the roof system Installer and approved by the Roof

System Manufacturer.

3. Warranty Period: 20 years from date of completion.

B. Manufacturer Inspection Services: By manufacturer's technical representative, to report maintenance responsibilities to Owner necessary for preservation of Owner's warranty rights.

The cost of manufacturer's inspections is included in the Contract Sum.

1. Inspections to occur in following years: 2, 5, 10, 15 following completion.

C. Installer Warranty: Installer's warranty signed by Installer, as follows.

1. Form of Warranty: Form acceptable to Roofing Manufacturer and Owner.

2. Scope of Warranty: Work of this Section.

3. Warranty Period: 2 years from date of completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis of Design: The roof system specified in this Section is based upon products of Tremco

CPG Inc, Beachwood, OH, (800) 562-2728, www.tremcoroofing.com that are named in other

Part 2 articles. Provide specified products.

075113.11 - Page 5 of 19

B. Source Limitations: Obtain components for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight.

1. Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested according to ASTM G152, ASTM G154, or ASTM G155.

2. Impact Resistance: Roof membrane shall resist impact damage when tested according to

ASTM D3746/D3746M, ASTM D4272/D4272M, or the "Resistance to Foot Traffic

Test" in FM Approvals 4470.

B. Flashings and Fastening: Provide base flashings, perimeter flashings, detail flashings and component materials and installation techniques that comply with requirements and recommendations of the following:

1. FM Global 1-49: Loss Prevention Data Sheet for Perimeter Flashings.

2. FM Global 1-29: Loss Prevention Data Sheet for Above Deck Roof Components.

3. NRCA's "The NRCA Roofing Manual: Membrane Roof Systems" for construction details and recommendations.

4. SMACNA Architectural Sheet Metal Manual for construction details.

5. Comply with requirements of Division 07 Section "Sheet Metal Flashing and Trim".

2.3 MATERIALS, GENERAL

A. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof membrane manufacturer based on testing and field experience.

2.4 BASE SHEET MATERIALS

2.5 ROOF MEMBRANE MATERIALS

A. Base-Ply Sheet:

1. SBS-modified asphalt coated composite polyester / fiberglass/fiberglass mat reinforced high tensile strength base sheet, ASTM D4601 Type II.

a. Basis of design product: Tremco, BURmastic Composite Ply HT.

075113.11 - Page 6 of 19

b. Tensile Strength at 77 deg. F (25 deg. C), minimum, ASTM D5147: Machine direction, 165 lbf/in (725 N); Cross machine direction, 150 lbf/in (660 N).

c. Tear Strength at 77 deg. F (25 deg. C), minimum, ASTM D5147: Machine direction, 260 lbf (1150 N); Cross machine direction, 230 lbf ( 1120 N).

d. Thickness, minimum, ASTM D5147: 0.060 inch (1.5 mm).

B. Ply Sheets:

1. Asphalt and glass-fiber roofing ply sheet for hot-applied built-up roofing systems, ASTM

D2178 Type IV.

a. Basis of design product: Tremco, THERMglass Type IV.

b. Net Dry Mass of asphalt impregnated glass felt, ASTM D146: 7.5 lb/100 sq ft (360 g/ sq m).

c. Breaking Strength, ASTM D146: 44 lbf/in (7.70 kN/m).

d. Pliability, 1/2 inch (13 mm), ASTM D146: Pass.

C. Membrane Flashing Backer Sheet:

1. SBS-modified asphalt coated composite polyester / fiberglass/fiberglass mat reinforced high tensile strength base sheet, ASTM D4601 Type II.

a. Basis of design product: Tremco, BURmastic Composite Ply HT.

b. Tensile Strength at 77 deg. F (25 deg. C), minimum, ASTM D5147: Machine direction, 165 lbf/in (725 N); Cross machine direction, 150 lbf/in (660 N).

c. Tear Strength at 77 deg. F (25 deg. C), minimum, ASTM D5147: Machine direction, 260 lbf (1150 N); Cross machine direction, 230 lbf ( 1120 N).

d. Thickness, minimum, ASTM D5147: 0.060 inch (1.5 mm).

D. Membrane Flashing Sheets:

1. Flashing Sheet, Thermoset: Elastomeric polyester reinforced sheet with EPDM and SBR elastomers.

a. Basis of design product: Tremco, TRA Elastomeric Sheeting.

b. Breaking Strength, minimum, ASTM D751: Machine direction 350 lbf (1550 N);

Cross machine direction 300 lbf (1330 N).

c. Tear Strength, minimum, ASTM D751: Machine direction 77 lbf (342 N); Cross machine direction 77 lbf (342 N).

075113.11 - Page 7 of 19

d. Elongation at Failure, minimum, ASTM D751: Machine direction 30 percent;

Cross-machine direction 35 percent.

e. Low Temperature Flexibility, minimum, ASTM D2136: -40 deg. F (-40 deg. C).

f. Thickness, minimum, ASTM D751: 0.045 inch (1.1 mm).

g. Color: Black.

E. Detailing Fabric:

1. Woven Glass Fiber Mesh, Vinyl-Coated: Non-shrinking, non-rotting, vinyl-coated woven glass mesh for reinforcing flashing seams, membrane laps, and other roof system detailing.

a. Basis of design product: Tremco, BURmesh.

b. Tensile strength, 70 deg. F, min ASTM D146: Warp, 65 lbf/in (285 N); fill, 75 lbf/in (310 N).

c. Color: Aqua green.

2.6 ASPHALT MATERIALS

A. Asphalt primer, low-odor, solvent-based.

1. Basis of design product: Tremco, TREMprime QD Low Odor.

2. Flash Point, minimum, ASTM D3278: 100 deg. F (38 deg. C).

3. Non-Volatile Content, ASTM D1644 : 52 percent.

B. Hot-melt asphalt adhesive, ASTM D312 Type III .

1. Basis of design product: Tremco, Premium III Adhesive.

2. Softening Point, min/max, ASTM D36: 195 – 205 deg. F (90 – 96 deg. C).

3. Ductility at 77 deg. F (25 deg. C), minimum, ASTM D113: 2.5 cm.

4. Penetration at 77 deg. F (25 deg. C), min/max, ASTM D5: 15–30 dmm.

C. Hot-melt asphalt adhesive, SEBS-modified elastomeric, ASTM D6152 .

1. Basis of design product: Tremco, THERMastic 80 Adhesive.

2. Softening Point, min/max, ASTM D36: 195-205 deg. F (90-95 deg. C).

3. Flash point, minimum, ASTM D92: 525 deg. F (274 deg. C).

075113.11 - Page 8 of 19

4. Low Temperature Flexibility, maximum, ASTM D3111: 18 deg. F (-8 deg. C).

5. Elongation at 77 deg. F (25 deg. C), minimum, ASTM D412: 800 percent.

6. Elastic Recovery, minimum, ASTM D412: 95 percent.

2.7 AUXILIARY MEMBRANE ROOFING MATERIALS

A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with roofing membrane.

1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction.

B. Asphalt Roofing Cement / Mastic:

1. Roofing Mastic, Low-Volatile: Modified asphalt elastomeric roof mastic, one-part, trowel-grade, formulated for compatibility and use with specified roofing membranes and flashings.

a. Basis of design product: Tremco, POLYroof LV.

b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 300 g/L.

c. Elongation at -30 deg. F (-34 deg. C), minimum, ASTM D412: 100 percent.

d. Tensile strength at 77 deg F (25 deg C), ASTM D412: 30 psi (207 kPa).

e. Flexibility at -40 deg. F (-40 deg. C), ASTM D3111: No cracking.

f. Nonvolatile matter, ASTM D4586 : 70 percent.

2. Bonding and Flashing Adhesive, SEBS/SIS modified asphalt, for elastomeric flashing membranes.

a. Basis of design product: Tremco, Sheeting Bond.

b. VOC, maximum, ASTM D3960: 250 g/L.

c. Adhesion in peel, minimum, ASTM D1876: 3 lbf/in (0.5 N/mm).

d. Lap shear adhesion, minimum, ASTM D816: 18 psi (124 kPa).

e. Color: Black.

C. Elastomeric Mastic:

1. Roofing Mastic, Low-Volatile: Modified asphalt elastomeric roof mastic, one-part, trowel-grade, formulated for compatibility and use with specified roofing membranes and flashings.

075113.11 - Page 9 of 19

a. Basis of design product: Tremco, POLYroof LV.

b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 300 g/L.

c. Elongation at -30 deg. F (-34 deg. C), minimum, ASTM D412: 100 percent.

d. Tensile strength at 77 deg F (25 deg C), ASTM D412: 30 psi (207 kPa).

e. Flexibility at -40 deg. F (-40 deg. C), ASTM D3111: No cracking.

f. Nonvolatile matter, ASTM D4586 : 70 percent.

D. Joint Sealant: Elastomeric joint sealant compatible with roofing materials, with movement capability appropriate for application.

1. Joint Sealant, Polyurethane: ASTM C920, Type S, Grade NS, Class 50 single-component moisture curing sealant, formulated for compatibility and use in dynamic and static joints; paintable.

a. Basis of design product: Tremco, TremSEAL Pro.

b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 40 g/L.

c. Hardness, Shore A, ASTM C661: 40.

d. Adhesion to Concrete, ASTM C794: 35 pli.

e. Tensile Strength, ASTM D412: 350 psi (2410 kPa).

f. Color: Aluminum Stone.

E. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening built up roofing components to substrate, tested by manufacturer for required pullout strength, and acceptable to roofing manufacturer.

F. Metal Flashing Sheet: Metal flashing sheet is specified in Division 07 Section "Sheet Metal

Flashing and Trim."

G. Miscellaneous Accessories: Provide miscellaneous accessories recommended by built-up roofing manufacturer.

2.8 ROOF INSULATION MATERIALS

A. Roof Insulation, General: Preformed roof insulation boards manufactured or approved by roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated.

1. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated.

075113.11 - Page 10 of 19

B. Roof Insulation:

1. Board Insulation, Polyisocyanurate: CFC- and HCFC- free, with recycled content glass-fiber mat facer on both major surfaces, ASTM C1289 Type II Class 1.

a. Basis of design product: Tremco, Trisotech Insulation.

b. Compressive Strength, ASTM D1621: Grade 3: 25 psi (172 kPa).

c. Conditioned Thermal Resistance at 75 deg. F (24 deg. C): 14.4 at 2.5 inches (50.8

mm) thick.

2.9 INSULATION ACCESSORIES

A. Roof Insulation Cover Board:

1. Gypsum panel, cellulosic fiber reinforced, water-resistant, ASTM C1278/C1278M.

a. Basis of design product: Tremco/USG Securock.

b. Thickness: 1/2 inch (13 mm).

B. Roof Insulation Adhesive:

1. Hot-melt asphalt adhesive, ASTM D312 Type III .

a. Basis of design product: Tremco, Premium III Adhesive.

b. Softening Point, min/max, ASTM D36: 195 – 205 deg. F (90 – 96 deg. C).

c. Ductility at 77 deg. F (25 deg. C), minimum, ASTM D113: 2.5 cm.

d. Penetration at 77 deg. F (25 deg. C), min/max, ASTM D5: 15–30 dmm.

C. Insulation Cant Strips: ASTM C208, Type II, Grade 1, cellulosic-fiber insulation board.

D. Tapered Edge Strips: ASTM C208, Type II, Grade 1, cellulosic-fiber insulation board.

E. Substrate Joint Tape: 6- or 8-inch- (150- or 200-mm-) wide, coated, glass-fiber joint tape.

F. Insulation Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening roof insulation to substrate, and acceptable to roofing system manufacturer.

2.10 SURFACING MATERIALS

A. Hot-applied Surfacing Adhesive:

1. Hot-melt asphalt adhesive, SEBS-modified elastomeric, ASTM D6152 .

075113.11 - Page 11 of 19

a. Basis of design product: Tremco, THERMastic 80 Adhesive.

b. Softening Point, min/max, ASTM D36: 195-205 deg. F (90-95 deg. C).

c. Flash point, minimum, ASTM D92: 525 deg. F (274 deg. C).

d. Low Temperature Flexibility, maximum, ASTM D3111: 18 deg. F (-8 deg. C).

e. Elongation at 77 deg. F (25 deg. C), minimum, ASTM D412: 800 percent.

f. Elastic Recovery, minimum, ASTM D412: 95 percent.

B. Aggregate Surfacing Material:

1. Aggregate Stone Surfacing: Clean, dry, opaque, water-worn or crushed stone, free of sharp edges.

a. Basis of design product: Aggregate Stone Surfacing.

b. Size, ASTM D 1863: No. 6 or 67.

c. Aggregate application rate, average: 400 lb/100 sq ft (19.5 k/m2).

C. Aluminized Flashing Coating Material:

1. Cold-Applied Reflective Aluminum Roof Coating: ASTM D2824 Type III metallic-pigmented, fibrated asphalt-based roof coating.

a. Basis of design product: Tremco, Alumanation 301.

b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 400 g/L.

c. Reflectance, minimum, ASTM C1549: Initial - 0.66, 3 Yr Aged - 0.49.

d. Solids, percent by volume: 47.

2.11 WALKWAYS

A. Walkway Material:

1. Walkway pads, ceramic-granule-surfaced reinforced asphaltic composition slip-resisting pads, manufactured as a traffic pad for foot traffic, 1/2 inch (13 mm) thick minimum.

a. Basis of design product: Tremco, Trem-Tred.

b. Flexural Strength at max. load, minimum, ASTM C203: 218 psi (1.5 kPa).

c. Granule adhesion (weight loss), maximum, ASTM D4977: 1.1 gram.

d. Impact Resistance at 77 deg. F (25 deg. C), ASTM D3746: No Damage to Roof.

075113.11 - Page 12 of 19

e. Pad Size: 36 by 48 inch (914 by 1220 mm).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system:

1. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place.

2. Verify that, wood cants, blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation.

3. Existing Prepared Roof Substrate: Verify that existing insulation and substrate is sound and dry. Refer to requirements of Division 07 Section "Preparation for Re-Roofing."

4. Steel Roof Deck:

a. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch (1.6 mm) out of plane relative to adjoining deck.

3.2 PREPARATION

A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections.

B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast.

3.3 INSTALLATION, GENERAL

A. Install roofing system in accordance with manufacturer’s written instructions, approved shop drawings, and Contract Documents.

B. Install wood cants, blocking, curbs, and nailers in accordance with requirements of Division 06

Section "Miscellaneous Rough Carpentry."

C. 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.

3.4 ROOFING INSTALLATION DETAILS

A. NRCA Installation Details: Install roofing system in accordance with applicable NRCA Manual

Plates and NRCA recommendations; modify as required to comply with manufacturer's approved details.

075113.11 - Page 13 of 19

B. NRCA Installation Details: Install roofing system in accordance with the following NRCA

Manual Plates and NRCA recommendations; modify as required to comply with manufacturer's approved details:

1. Metal Parapet Cap (Coping) and Base Flashing: Plates BUR-1 and BUR-1S.

2. Surface-Mounted Counterflashing for Concrete Walls (at Parapet Wall): Plates BUR-4 and BUR-4S.

3. Base Flashing for Wall-supported Deck: Plates BUR-5 and BUR-5S.

4. Base Flashing for Non-wall-supported deck (Movement Joint): Plates BUR-6 and BUR-

6S.

5. Base and Surface-mounted Counterflashing: Plates BUR-4 and BUR-4S.

6. Base Flashing for Vented Base Sheet: Plates BUR-5A and BUR-5AS.

7. Raised Perimeter Edge with Metal Flashing (Fascia Cap): Plates BUR-2 and BUR-2S.

8. Embedded Edge Metal Flashing Edge (Gravel-stop): Plates BUR-3 and BUR-3S.

9. Scupper Through Raised Perimeter Edge: Plates BUR-21 and BUR-21S.

10. Gutter at Draining Edge: Plates BUR-22 and BUR-22S.

11. Expansion Joint with Metal Cover: Plates BUR-7 and BUR-7S.

12. Expansion Joint with Premanufactured Cover: Plates BUR-7A and BUR-7AS.

13. Area Divider in Roof System: Plates BUR-8 and BUR-8S.

14. Equipment Support Curb: Plates BUR-9 and BUR-9S.

15. Equipment Support Stand: Plates BUR-10.

16. Equipment Support Stand and Typical Rain Collar Penetration Detail: Plates BUR-11 and

BUR-11S.

17. Raised Curb Detail at Rooftop HVAC Units, Premanufactured: Plates BUR-12 and BUR-

12S.

18. Raised Curb Detail at Rooftop HVAC Units (Job site constructed wood curb): Plates

BUR-13 and BUR-13S.

19. Skylight, Scuttle (Roof Hatch), and Smoke Vents: Plates BUR-14 and BUR-14S.

20. Penetration, Structural Member through Roof Deck: Plates BUR-15 and BUR-15S.

075113.11 - Page 14 of 19

21. Penetration, Sheet Metal Enclosure for Piping Through Roof Deck: Plates BUR-16 and

BUR-16S.

22. Penetration, Isolated Stack Flashing: Plates BUR-17 and BUR-17S.

23. Penetration, Isolated Stack Flashing: Plates BUR-17A and BUR-17AS.

24. Penetration, Plumbing Vent: Plates BUR-18 and BUR-18S.

25. Penetration, Pocket: Plates BUR-19 and BUR-19S.

26. Roof Drain: Plates BUR-20 and BUR-20S.

27. Roof Drain: Plates BUR-20A and BUR-20AS.

28. Guide for Clearances between Pipes / Walls / Curbs - Table 4

29. Guide for Crickets and Saddles - Table 5

30. Guide for Edge Scuppers with Tapered Saddles - Table 6

3.5 INSULATION INSTALLATION

A. Comply with built-up roofing manufacturer's written instructions for installing roof insulation.

B. Coordinate installing membrane roofing system components, so insulation is not exposed to precipitation or…