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SECTION 07550MODIFIED BITUMINOUS MEMBRANE ROOFING

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Copyright 2018 ARCAT, Inc. - All rights reserved

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Cold Applied 2-Ply Asphalt Roofing (StressPly, OptiMax, or Versiply). (2.2.)(3.4)

B. Cold Applied 2-Ply Asphalt Roofing (BiFlex). (2.3)(3.4)

C. Cold Applied 2-Ply Coal Tar Roofing (Millennium) (2.4)(3.4)

D. Cold Applied 2-Ply Solvent Free Asphalt Roofing (StressPly, OptiMax, or Versiply). (2.5)(3.4)

E. Cold Applied 2-Ply Solvent Free Asphalt Roofing (BiFlex). (2.6)(3.4)

F. Cold Applied 2-Ply Solvent Free Asphalt Roofing (Millennium). (2.7)(3.4)

G. Cold Applied 3-Ply Asphalt Roofing (StressPly). (2.8)(3.4)

H. Hot Applied 2-Ply Asphalt Roofing (StressPly, OptiMax, or Versiply). (2.9) (3.5)

I. Hot Applied 2-Ply Asphalt Roofing (BiFlex). (2.10)(3.5)

J. Hot Applied 3-Ply Asphalt Roofing (StressPly, Versiply). (2.11)(3.5)

K. Hot/Cold Hybrid 3-Ply Asphalt Roofing (StressPly). (2.12)(3.6)

L. Hot Applied 2-Ply Millennium Coal Tar Roofing (Millennium). (2.13)(3.5)

M. Hot Applied 3-Ply Millennium Coal Tar Roofing (Millennium). (2.14)(3.5)

N. Self-Adhered 2 Ply Roofing (StressPly SA FR Mineral). (2.15)(3.7)

O. Torch Applied 2-Ply Asphalt Roofing (StressPly IV). (2.16)(3.8)

P. Cold Applied 2-Ply Thermoplastic Hybrid Roof System (KEE-Stone FB 60). (2.17)(3.4)

Q. Hot Applied 2-Ply Thermoplastic Hybrid Roof System (KEE-Stone FB 60). (2.18)(3.5)

R. Accessories. (2.19)

S. Edge Treatment and Roof Penetration Flashings. (2.20)(3.9)

1.2 RELATED SECTIONS

A. Section _______ - Roof Deck Substrate Preparation.

B. Section 05300 - Metal Roof Deck.

C. Section 06100 - Rough Carpentry.

D. Section 06114 - Wood Blocking and Curbing: Wood nailers and cant strips.

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E. Section 07220 - Insulation Board: Insulation and fastening.

F. Section 07620 - Sheet Metal Flashing and Trim: Weather protection for base flashings.

G. Section 07710 - Manufactured Roof Specialties: Counter flashing gravel stops, and fascia.

H. Section 07724 - Roof Hatches: Frame and integral curb; Counter flashing.

I. Section 08620 - Unit Skylights: Skylight frame and integral curb and counter flashing.

J. Section 08630 - Metal-Framed Skylights: Skylight frame and integral curb and counter flashing.

K. Section 08950 - Translucent Wall and Roof Assemblies: Counter flashing

L. Section 08960 - Sloped Glazing Assemblies: Counter flashing.

M. Section 15120 - Piping Specialties: Roof Drains, Sumps.

1.3 REFERENCES

A. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.

B. ASTM D 312 - Standard Specification for Asphalt used in Roofing.

C. ASTM D 451 - Standard Test Method for Sieve Analysis of Granular Mineral Surfacing for Asphalt Roofing Products.

D. ASTM D 1970 - Specification for Sheet Materials, Self-Adhering Polymer Modified Bituminous, Used as Steep Roofing Underlayment for Ice Dam Protection.

E. ASTM D 1079 Standard Terminology Relating to Roofing, Waterproofing and Bituminous Materials.

F. ASTM D 1227 Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing.

G. ASTM D 1863 Standard Specification for Mineral Aggregate Used as a Protective Coating for Roofing.

H. ASTM D 2178 Standard Specification for Asphalt Glass Felt Used in Roofing and Waterproofing.

I. ASTM D 2824 Standard Specification for Aluminum-Pigmented Asphalt Roof Coating.

J. ASTM D 4586 Standard Specification for Asphalt Roof Cement, Asbestos-Free.

K. ASTM D 4601 Standard Specification for Asphalt Coated Glass Fiber Base Sheet Used in Roofing.

L. ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials.

M. ASTM D 6162 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements.

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N. ASTM D 6163 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements.

O. ASTM D 6164 - Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements.

P. ASTM D 6754 - Standard Specification for Ketone Ethylene Ester (KEE) Sheet Roofing.

Q. ASTM D 6757 - Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing.

R. ASTM E 108 - Standard Test Methods for Fire Test of Roof Coverings

S. Factory Mutual Research (FM): Roof Assembly Classifications.

T. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual.

U. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual.

V. Underwriters Laboratories, Inc. (UL): Fire Hazard Classifications.

W. Warnock Hersey (WH): Fire Hazard Classifications.

X. ANSI-SPRI ES-1 Wind Design Standard for Edge Systems used with Low Slope Roofing Systems.

Y. ASCE 7, Minimum Design Loads for Buildings and Other Structures

Z. UL - Fire Resistance Directory.

AA. FM Approvals - Roof Coverings and/or RoofNav assembly database.

BB. FBC - Florida Building Code.

CC. Miami-Dade Building Code Compliance - N.O.A. (Notice of Acceptance).

DD. California Title 24 Energy Efficient Standards.

1.4 DESIGN / PERFORMANCE REQUIREMENTS

A. Perform work in accordance with all federal, state and local codes.

B. Exterior Fire Test Exposure: Roof system shall achieve a UL, FM or WH Class rating for roof slopes indicated on the Drawings as follows:1. Factory Mutual Class A Rating.2. Underwriters Laboratory Class A Rating.3. Warnock Hersey Class A Rating.

C. Design Requirements:1. Uniform Wind Uplift Load Capacity

a. Installed roof system shall withstand negative (uplift) design wind loading pressures complying with the following criteria.1) Design Code: ASCE 7, Method 2 for Components and Cladding.2) Importance Category:

a) I.b) II.c) III.

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d) IV3) Importance Factor of:

a) 0.77b) 1.0c) 1.15d) 2.0

4) Wind Speed: ___ mph5) Ultimate Pullout Value: ___ pounds per each of the fastener6) Exposure Category:

a) B.b) C.c) D.

7) Design Roof Height: ___ feet.8) Minimum Building Width: ___ feet.9) Roof Pitch: ___ :12.10) Roof Area Design Uplift Pressure:

a) Zone 1 - Field of roof ___ psfb) Zone 2 - Eaves, ridges, hips and rakes ___ psfc) Zone 3 - Corners ___ psf

2. Snow Load: ___ psf.3. Live Load: 20 psf, or not to exceed original building design.4. Dead Load:

a. Installation of new roofing materials shall not exceed the dead load capacity of the existing roof structure.

D. Energy Star: Roof System shall comply with the initial and aged reflectivity required by the U.S. Federal Government's Energy Star program.

E. LEED: Roof system shall meet the reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.

F. Roof System membranes containing recycled or bio-based materials shall be third party certified through UL Environment.

G. Roof system shall have been tested in compliance with the following codes and test requirements:1. Florida FBC (For use outside Miami-Dade and Broward Counties):

a. Membrane Systems FL____b. Roofing Underlayments FL_____c. Roofing Cements and Coatings FL____

2. Miami-Dade County:a. Self-Adhered Membrane Systems Over:

1) Concrete Decks N.O.A.2) Lightweight Concrete Decks N.O.A.3) Recover Decks N.O.A.4) Steel Decks N.O.A.5) Wood Decks N.O.A.

b. Torch and Mop Membrane Systems Over1) Concrete Decks N.O.A.2) Lightweight Concrete Decks N.O.A.3) Recover Decks N.O.A.4) Steel Decks N.O.A.5) Wood Decks N.O.A.

c. Roofing Underlayments1) Garland Underlayments N.O.A.

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d. Roofing Cements and Coatings1) Garland Coatings and Mastics N.O.A.

3. Cool Roof Rating Council:a. CRRC Directory CRRC ____

4. International Code Council Evaluation Service (ICC-ES):a. Membrane Systems

1) ESR-_____b. Roofing Underlayments

1) Garland Underlayments ESR-_____2) Surfacing UDL ESR-_____

5. Texas Department of Insurance:a. Product Evaluation RC-___

6. Underwriters Laboratories:a. Certification TGFU.R________

7. Warnock Herseya. ITS Directory of Listed Products

8. FM Approvals:a. RoofNav Website

1.5 SUBMITTALS

A. Submit under provisions of Section 01300.

B. Product Data: Manufacturer's data sheets on each product to be used, including:1. Preparation instructions and recommendations.2. Storage and handling requirements and recommendations.3. Installation instructions.

C. Shop Drawings: Submit shop drawings including installation details of roofing, flashing, fastening, insulation and vapor barrier, including notation of roof slopes and fastening patterns of insulation and base modified bitumen membrane, prior to job start.

D. Design Pressure Calculations: Submit design pressure calculations for the roof area in accordance with ASCE 7 and local Building Code requirements. Include a roof system attachment analysis report, certifying the system's compliance with applicable wind load requirements before Work begins. Report shall be signed and sealed by a Professional Engineer registered in the State of the Project who has provided roof system attachment analysis for not less than 5 consecutive years.

E. LEED Submittals: Provide documentation of how the requirements of Credit will be met:1. List of proposed materials with recycled content. Indicate post-consumer recycled

content and pre-consumer recycled content for each product having recycled content.2. Product data and certification letter indicating percentages by weight of post-

consumer and pre-consumer recycled content for products having recycled content.3. Product reflectivity and emissivity criteria to qualify for one point under the LEED

credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.

F. Recycled or Bio-Based Materials: Provide third party certification through UL Environment of roof System membranes containing recycled or bio based materials.

G. Verification Samples: For each modified bituminous membrane ply product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.

H. Manufacturer's Certificates: Provide to certify products meet or exceed specified requirements.

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I. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147. Testing must be performed at 77 deg. F. Tests at 0 deg. F will not be considered.

J. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147.

K. Manufacturer's Fire Compliance Certificate: Certify that the roof system furnished is approved by Factory Mutual (FM), Underwritters Laboratories (UL), Warnock Hersey (WH) or approved third party testing facility in accordance with ASTM E108, Class A for external fire and meets local or nationally recognized building codes.

L. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic inspection and maintenance of all completed roofing work. Provide product warranty executed by the manufacturer. Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on roofing and associated work.

1.6 QUALITY ASSURANCE

A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual.

B. Manufacturer Qualifications: Company specializing in manufacturing products specified with documented ISO 9001 certification and minimum of twelve years of documented experience and must not have been in Chapter 11 bankruptcy during the last five years.

C. Installer Qualifications: Company specializing in performing Work of this section with minimum five years documented experience and a certified Pre-Approved Garland Contractor.

D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all phases of roofing work while roofing work is in progress.

E. Product Certification: Provide manufacturer's certification that materials are manufactured in the United States and conform to requirements specified herein, are chemically and physically compatible with each other, and are suitable for inclusion within the total roof system specified herein.

F. Source Limitations: Obtain all components of roof system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer. Upon request of the Architect or Owner, submit Manufacturer's written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.

1.7 PRE-INSTALLATION MEETINGS

A. Convene minimum two weeks prior to commencing Work of this section.

B. Review installation procedures and coordination required with related Work.

C. Inspect and make notes of job conditions prior to installation:1. Record minutes of the conference and provide copies to all parties present.2. Identify all outstanding issues in writing designating the responsible party for follow-up

action and the timetable for completion.3. Installation of roofing system shall not begin until all outstanding issues are resolved

to the satisfaction of the Architect.

1.8 DELIVERY, STORAGE, AND HANDLING

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A. Deliver and store products in manufacturer's unopened packaging with labels intact until ready for installation.

B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct exposure to the elements until time of application. Store materials at least 4 inches above ground level and covered with "breathable" tarpaulins.

C. Stored in accordance with the instructions of the manufacturer prior to their application or installation. Store roll goods on end on a clean flat surface except store KEE-Stone FB 60 rolls flat on a clean flat surface. No wet or damaged materials will be used in the application.

D. Store at room temperature wherever possible, until immediately prior to installing the roll. During winter, store materials in a heated location with a 50 degree F (10 degree C) minimum temperature, removed only as needed for immediate use. Keep materials away from open flame or welding sparks.

E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the Architect/Engineer.

F. Adhesive storage shall be between the range of above 50 degree F (10 degree C) and below 80 degree F (27 degree C). Area of storage shall be constructed for flammable storage.

1.9 COORDINATION

A. Coordinate Work with installing associated metal flashings as work of this section proceeds.

1.10 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.11 WARRANTY

A. Upon completion of the work, provide the Manufacturer's written and signed Limited Warranty, warranting that, if a leak develops in the roof during the term of this warranty, due to defective material, the manufacturer shall provide the Owner, at the Manufacturer's expense, with the labor and material necessary to return the defective area to a watertight condition.1. Warranty Period:

a. 5 years from date of acceptance.b. 10 years from date of acceptance.c. 20 years from date of acceptance.d. 30 years from date of acceptance.e. 15 + 15 years from date of acceptance. Requires mid period inspection.

B. Upon completion of the work, provide the Manufacturer's written and signed NDL Warranty, warranting that, if a leak develops in the roof during the term of this warranty, due either to defective material or defective workmanship by the installing contractor, the manufacturer shall provide the Owner, at the Manufacturer's expense, with the labor and material necessary to return the defective area to a watertight condition.1. Warranty Period:

a. 15 years from date of acceptance.b. 20 years from date of acceptance.c. 25 years from date of acceptance.d. 30 years from date of acceptance.

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e. 15 + 15 years from date of acceptance. Requires mid period inspection.f. 20 + 10 years from date of acceptance. Requires mid period inspection.g. 25 + 5 years from date of acceptance. Requires mid period inspection.

C. Upon completion of the work, provide the Manufacturer's written and signed Edge-To-Edge NDL System Warranty, warranting that, if a leak develops in the roof during the term of this warranty, due either to defective material or defective workmanship by the installer, the manufacturer shall provide the Owner, at the Manufacturer's expense, with the labor and material necessary to return the defective area to a watertight condition including Garland Metal Components.1. Warranty Period:

a. 30 years from date of acceptance.b. 25 years from date of acceptance.c. 20 years from date of acceptance.d. 25 + 15 years from date of acceptance. Requires mid period inspection.e. 30 + 10 years from date of acceptance. Requires mid period inspection.

D. Installer is to guarantee all work against defects in materials and workmanship for a period indicated following final acceptance of the Work.1. Warranty Period:

a. 2 years from date of acceptance.b. 3 years from date of acceptance.c. 4 years from date of acceptance.d. 5 years from date of acceptance.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Garland Company, Inc. (The); 3800 E. 91st St., Cleveland, OH 44105. ASD. Toll Free: 800-321-9336. Phone: 216-641-7500. Fax: 216-641-0633. Web Site: www.garlandco.com.

B. Substitutions: Not permitted.

C. Requests for substitutions will be considered in accordance with provisions of Section 01600.

D. The Products specified are intended and the Standard of Quality for the products required for this project. If other products are proposed the bidder must disclose in the bid the manufacturer and the products that they intend to use on the Project. If no manufacturer and products are listed, the bid may be accepted only with the use of products specified.1. Bidder will not be allowed to change materials after the bid opening date.2. If alternate products are included in the bid, the products must be equal to or exceed

the products specified. Supporting technical data shall be submitted to the Architect/ Owner for approval prior to acceptance.

3. In making a request for substitution, the Bidder/Roofing Contractor represents that it has:a. Personally investigated the proposed product or method, and determined that it

is equal or superior in all respects to that specified.b. Will provide the same guarantee for substitution as for the product and method

specified.c. Will coordinate installation of accepted substitution in work, making such

changes as may be required for work to be completed in all respects.d. Will waive all claims for additional cost related to substitution, which

consequently become apparent.

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e. Cost data is complete and includes all related cost under his/her contract or other contracts, which may be affected by the substitution.

f. Will reimburse the Owner for all redesign cost by the Architect for accommodation of the substitution.

4. Architect/ Owner reserves the right to be the final authority on the acceptance or rejection of any or all bids, proposed alternate roofing systems or materials that has met ALL specified requirement criteria.

5. Failure to submit substitution package, or any portion thereof requested, will result in immediate disqualification and consideration for that particular contractors request for manufacturer substitution.

2.2 COLD APPLIED 2-PLY ROOF SYSTEM - STRESSPLY, OPTIMAX, OR VERSIPLY

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. HPR Glasbase2. HPR Premium Glasbase3. HPR Tri-Base Premium4. Garland approved generic Type II base sheet

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. Viking CIF-2HM Base Sheet (80 mil):7. Viking CIF-3HM Base Sheet (120 mil):

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:

D. Interply Adhesive: (1 and 2)1. Weatherking :2. Weatherking Plus WC:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive:1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. Viking CIF-2HM Base Sheet (80 mil):8. Viking CIF-3HM Base Sheet (120 mil):

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9. VersiPly 40:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:

G. Flashing Ply Adhesive:1. Weatherking Flashing Adhesive:2. Flashing Bond:

H. Surfacing: Requires 30 day wait before applying.1. Flood Coat/Aggregate:

a. Weatherscreen:b. Black-Knight/Black-Stallion Cold:c. White-Star with All-Knight Primer:

2. Surface Coatings:a. Garla-Brite:b. Silver-Shield:c. Pyramic:d. Solex:

2.3 COLD APPLIED 2-PLY ROOF SYSTEM - BIFLEX

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. HPR Glasbase:2. HPR Premium Glasbase:3. HPR Tri-Base Premium:4. Garland approved generic Type II base sheet:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. BiFlex:2. BiFlex Mineral:

D. Interply Adhesive: (1 and 2)1. Weatherking:2. Weatherking Plus WC:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive:1. HPR Tri-Base Premium:2. FlexBase 80:

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3. FlexBase Plus 80:4. FlexBase E 80:5. VersiPly 40:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. OptiMax:2. OptiMax FR Mineral:3. BiFlex:4. BiFlex Mineral:5. FlexBase 80:6. VersiPly 80:7. VersiPly Mineral:8. StressPly:9. StressPly FR Mineral:10. StressPly Plus:11. StressPly Plus FR Mineral:12. StressPly E (Environmental):13. StressPly E FR Mineral (Environmental):14. StressPly EUV:15. StressPly EUV FR Mineral:16. StressPly Max:17. StressPly Max FR Mineral:

G. Flashing Ply Adhesive:1. Weatherking Flashing Adhesive.2. Flashing Bond.

H. Surfacing: Requires 30 days wait before applying.1. Flood Coat/Aggregate:


2. Surface Coatings:a. Garla-Brite;b. Silver-Shield;c. Pyramic;d. Solex;

2.4 COLD APPLIED 2-PLY COAL TAR ROOFING - MILLENNIUM

A. Nailable Base Sheet: Loose laid layer of kraft paper laid over the deck the one ply fastened to the deck per wind uplift calculations.1. Millennium Base:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. Millennium Base:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interply adhesive.1. Millennium:2. Millennium Mineral:3. Millennium FR Mineral:

D. Interply Adhesive: (1 and 2)1. Black-Knight/Black-Stallion Cold:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive:1. Millennium Base:

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2. HPR Tri-Base Premium:3. FlexBase 80:4. FlexBase Plus 80:5. FlexBase E 80:6. StressBase 80:7. StressBase 120:8. VersiPly 40:9. Viking CIF-2HM Base Sheet (80 mil):10. Viking CIF-3HM Base Sheet (120 mil):

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. Millennium:2. Millennium Mineral:3. Millennium FR Mineral:4. OptiMax:5. OptiMax FR Mineral:6. VersiPly 80:7. VersiPly Mineral:8. StressPly:9. StressPly FR Mineral:10. StressPly Plus:11. StressPly Plus FR Mineral:12. StressPly E (Environmental):13. StressPly E FR Mineral (Environmental):14. StressPly EUV:15. StressPly EUV FR Mineral:16. StressPly Max:17. StressPly Max FR Mineral:

G. Flashing Ply Adhesive:1. Black-Knight/Black-Stallion Mastic:2. Flashing Bond:3. Weatherking Flashing Adhesive:4. Green-Lock Flashing Adhesive:

H. Surfacing: Must wait 30 days prior to application.1. Aggregate/Flood Coat

a. Black-Knight/Black-Stallion Cold:

2.5 COLD APPLIED 2-PLY SOLVENT FREE ASPHALT ROOFING - STRESSPLY, OPTIMAX, OR VERSIPLY

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. VersiPly 40:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. Viking CIF-2HM Base Sheet (80 mil):7. Viking CIF-3HM Base Sheet (120 mil):

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interplay adhesive.1. OptiMax:2. OptiMax FR Mineral:

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3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:

D. Interply Adhesive: (Layer 1 and 2)1. Green-Lock Membrane Adhesive:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. VersiPly 40:7. Viking CIF-2HM Base Sheet (80 mil):8. Viking CIF-3HM Base Sheet (120 mil):9. HPR Torchbase:10. CI Ultra-Shield Torchbase:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.1. KEE-Stone FB 60 Flashing:2. OptiMax:3. OptiMax FR Mineral:4. VersiPly 80:5. VersiPly Mineral:6. StressPly:7. StressPly FR Mineral:8. StressPly Plus:9. StressPly Plus FR Mineral:10. StressPly E (Environmental):11. StressPly E FR Mineral (Environmental):12. StressPly EUV:13. StressPly EUV FR Mineral:14. StressPly Max:15. StressPly Max FR Mineral:16. StressPly IV Mineral:17. StressPly IV UV Mineral:18. StressPly IV Plus Mineral:19. StressPly IV Plus (UV) Mineral:

G. Flashing Ply Adhesive:1. Green-Lock Flashing Adhesive:2. KEE-Lock Foam (for KEE-Stone FB 60 Flashing only):3. None (for torch sheets only):

H. Surfacing: Requires 30 days wait before applying.

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1. Aggregate/Flood Coata. Green-Lock Membrane Adhesive:b. White-Star with All-Knight Primer:

2. Surface Coatingsa. Garla-Brite:b. Silver-Shield:c. Pyramic:d. Solex:

2.6 COLD APPLIED 2-PLY SOLVENT FREE ASPHALT ROOFING - BIFLEX


B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply adhesive.1. BiFlex:2. BiFlex Mineral:

D. Interply Adhesive: (Layer 1 and 2)1. Green-Lock Membrane Adhesive:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive except torch sheet.1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. VersiPly 40:8. HPR Torchbase:9. CI Ultra-Shield Torchbase:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.1. KEE-Stone FB 60 Flashing:2. OptiMax:3. OptiMax FR Mineral:4. BiFlex:5. BiFlex Mineral:6. VersiPly 80:7. VersiPly Mineral:8. StressPly:9. StressPly FR Mineral:10. StressPly Plus:11. StressPly Plus FR Mineral:12. StressPly E (Environmental):13. StressPly E FR Mineral (Environmental):14. StressPly EUV:15. StressPly EUV FR Mineral:16. StressPly Max:17. StressPly Max FR Mineral:

07550-14

18. StressPly IV Mineral:19. StressPly IV UV Mineral:20. StressPly IV Plus Mineral:21. StressPly IV Plus (UV) Mineral:

G. Flashing Ply Adhesive:1. Green-Lock Flashing Adhesive:2. KEE-Lock Foam (for KEE-Stone FB 60 Flashing only):3. None (for torch sheets only):

H. Surfacing: Requires 30 days wait before applying.1. Aggregate/Flood Coat

a. Green-Lock Membrane Adhesive:b. White-Star with All-Knight Primer:


2.7 COLD APPLIED 2-PLY MILLENNIUM SOLVENT FREE ASPHALT ROOFING


B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. Millennium Base:7. Viking CIF-2HM Base Sheet (80 mil):8. Viking CIF-3HM Base Sheet (120 mil):

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interply Adhesive.1. Millennium:2. Millennium Mineral:3. Millennium FR Mineral:

D. Interply Adhesive: (1 and 2)1. Green-Lock Membrane Adhesive:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive:1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. Millennium Base:8. VersiPly 40:9. Viking CIF-2HM Base Sheet (80 mil):10. Viking CIF-3HM Base Sheet (120 mil):.

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. KEE-Stone FB 60 Flashing:

07550-15

2. Millennium:3. Millennium Mineral:4. Millennium FR Mineral:5. OptiMax:6. OptiMax FR Mineral:7. VersiPly 80:8. VersiPly Mineral:9. StressPly:10. StressPly FR Mineral:11. StressPly Plus:12. StressPly Plus FR Mineral:13. StressPly E (Environmental)::14. StressPly E FR Mineral (Environmental):15. StressPly EUV:16. StressPly EUV FR Mineral:17. StressPly Max:18. StressPly Max FR Mineral:

G. Flashing Ply Adhesive:1. Green-Lock Flashing Adhesive:2. KEE-Lock Foam (for KEE-Stone FB 60 Flashing only):

H. Surfacing:1. Aggregate/Flood Coat

a. Green-Lock Membrane Adhesive:

2.8 COLD APPLIED 3-PLY ASPHALT ROOFING

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. HPR Glasbase:2. HPR Premium Glasbase:3. HPR Tri-Base Premium:4. Garland approved generic Type II base sheet:5. VersiPly 40:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. HPR Tri-Base Premium:2. HPR Glasbase:3. HPR Premium Glasbase:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interply Adhesive.1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:

D. Interply Adhesive: (1 and 2)

07550-16

1. Weatherking:2. Weatherking Plus WC

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.1. HPR Tri-Base Premium:2. HPR Glasbase:3. HPR Premium Glasbase:4. VersiPly 40:5. FlexBase 80:6. FlexBase Plus 80:7. FlexBase E 80:8. StressBase 80:9. StressBase 120:10. Viking CIF-2HM Base Sheet (80 mil):11. Viking CIF-3HM Base Sheet (120 mil):

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:.

G. Flashing Ply Adhesive:1. Flashing Bond:2. Weatherking Flashing Adhesive:

H. Surfacing: Requires 30 days wait before applying.1. Aggregate/Flood Coat



2.9 HOT APPLIED 2-PLY ASPHALT ROOFING - STRESSPLY, OPTIMAX, OR VERSIPLY


07550-17

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:.4. StressBase 80:5. StressBase 120:6. Viking CIF-2HM Base Sheet (80 mil):7. Viking CIF-3HM Base Sheet (120 mil):

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive.1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:15. Flexbase 80:

D. Interply Adhesive: (1 and 2)1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:7. None (Layer 1 only)

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. VersiPly 40:8. Viking CIF-2HM Base Sheet (80 mil):9. Viking CIF-3HM Base Sheet (120 mil):10. HPR Torchbase:11. CI Ultra-Shield Torchbase:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.1. KEE-Stone FB 60 Flashing:2. OptiMax:3. OptiMax FR Mineral:4. VersiPly 80:5. VersiPly Mineral:

07550-18

6. StressPly:7. StressPly FR Mineral:8. StressPly Plus:9. StressPly Plus FR Mineral:10. StressPly E (Environmental):11. StressPly E FR Mineral (Environmental):12. StressPly EUV:13. StressPly EUV FR Mineral:14. StressPly Max:15. StressPly Max FR Mineral:16. StressPly IV Mineral:17. StressPly IV UV Mineral:18. StressPly IV Plus Mineral:19. StressPly IV Plus (UV) Mineral:

G. Flashing Ply Adhesive:1. Flashing Bond (not for use with KEE-Stone FB 60 Flashing):2. Weatherking Flashing Adhesive (not for use with KEE-Stone FB 60 Flashing):3. Generic Type III Asphalt::4. Generic Type IV Asphalt:5. HPR All-Temp Asphalt:6. Garlastic KM Plus:7. Viking Type III Asphalt:8. Viking SEBS Modified Asphalt:9. None for torch sheets only.


a. Generic Type III Asphalt:b. Generic Type IV Asphalt:c. HPR All-Temp Asphalt:d. Garlastic KM Plus:e. Viking Type III Asphalt:f. Viking SEBS Modified Asphalt:g. Weatherscreen:h. Black-Knight/Black-Stallion Cold:i. Green-Lock Membrane Adhesive:j. White-Star with All-Knight Primer:k. Viking CTP:l. Generic Type I Coal Tar:m. Black-Knight/ Black-Stallion LV


2.10 HOT APPLIED 2-PLY ASPHALT ROOFING - BIFLEX


B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:

07550-19

1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. BiFlex:2. BiFlex Mineral:

D. Interply Adhesive: (1 and 2)1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:7. None (Layer 1 only)

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive except for torch applied:1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. Viking CIF-2HM Base Sheet (80 mil):6. Viking CIF-3HM Base Sheet (120 mil):7. VersiPly 40:8. HPR Torchbase9. CI Ultra-Shield Torchbase:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive except for torch applied:1. KEE-Stone FB 60 Flashing:2. OptiMax:3. OptiMax FR Mineral:4. BiFlex:5. BiFlex Mineral:6. FlexBase 80:7. VersiPly 80:8. VersiPly Mineral:9. StressPly:10. StressPly FR Mineral:11. StressPly Plus:12. StressPly Plus FR Mineral:13. StressPly E (Environmental):14. StressPly E FR Mineral (Environmental):15. StressPly EUV:16. StressPly EUV FR Mineral:17. StressPly Max:18. StressPly Max FR Mineral:19. StressPly IV Mineral:20. StressPly IV UV Mineral:21. StressPly IV Plus Mineral:22. StressPly IV Plus (UV) Mineral:

G. Flashing Ply Adhesive:1. Flashing Bond (not for use with KEE-Stone Fb 60 Flashing):2. Weatherking Flashing Adhesive(not for use with KEE-Stone FB 60 Flashing):

07550-20

3. Generic Type III Asphalt:4. Generic Type IV Asphalt:5. HPR All-Temp Asphalt:6. Garlastic KM Plus:7. Viking Type III Asphalt:8. Viking SEBS Modified Asphalt:9. None for torch sheets only.


a. Generic Type III Asphalt:b. Generic Type IV Asphalt:c. HPR All-Temp Asphalt:d. Garlastic KM Plus:e. Viking Type III Asphalt:f. Viking SEBS Modified Asphalt:g. Weatherscreen:h. Black-Knight/Black-Stallion Cold:i. Green-Lock Membrane Adhesive:j. White-Star with All-Knight Primer:k. Viking CTP:l. Generic Type I Coal Tar:m. Black-Knight/ Black-Stallion LV


2.11 HOT APPLIED 3-PLY ASPHALT ROOFING - STRESSPLY, OPTIMAX, AND VERSIPLY


B. Base (Ply) Sheet: Two plies bonded to the prepared substrate with Interply Adhesive:1. HPR Glasfelt:2. HPR Premium Glasfelt:3. HPR PolyScrim Plus:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interply Adhesive.1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:

07550-21

14. StressPly Max FR Mineral:.

D. Interply Adhesive: (1, 2 and 3)1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:7. None (Layer 1 only)

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive except for torch applied:1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:.5. StressBase 80:6. StressBase 120:7. VersiPly 40:8. Viking CIF-2HM Base Sheet (80 mil):9. Viking CIF-3HM Base Sheet (120 mil): 110. HPR Torchbase:11. CI Ultra-Shield Torchbase:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive except for torch applied:1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental)::10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:15. StressPly IV Mineral:16. StressPly IV UV Mineral:17. StressPly IV Plus Mineral:18. StressPly IV Plus (UV) Mineral:

G. Flashing Ply Adhesive:1. Flashing Bond:2. Weatherking Flashing Adhesive:3. Generic Type III Asphalt:4. Generic Type IV Asphalt:5. HPR All-Temp Asphalt:6. Garlastic KM Plus:7. Viking Type III Asphalt:8. Viking SEBS Modified Asphalt:9. None for torch sheets only.

07550-22


a. Weatherscreen:b. Black-Knight/Black-Stallion Cold:c. Green-Lock Membrane Adhesive:d. White-Star with All-Knight Primer:e. Generic Type III Asphalt:f. Generic Type IV Asphalt:g. HPR All-Temp Asphalt:h. Garlastic KM Plus:i. Viking Type III Asphalt:j. Viking SEBS Modified Asphalt:k. Generic Type I Coal Tar:l. Black-Knight/Black-Stallion LV:m. Viking CTP:


2.12 HOT/COLD HYBRID 3-PLY ASPHALT ROOFING


B. Base (Ply) Sheet: Two plies bonded to the prepared substrate with Interply Adhesive:1. HPR Glasfelt:2. HPR Premium Glasfelt:3. HPR PolyScrim Plus:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with cold Interply Adhesive.1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:

D. Interply Adhesive: (1 and 2)1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:

07550-23

5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:

E. Interply Adhesive: (3)1. Weatherking:2. Weatherking Plus WC:

F. Flashing Base Ply: One ply bonded to the prepared substrate with cold Interply Adhesive:1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. VersiPly 40:8. Viking CIF-2HM Base Sheet (80 mil):9. Viking CIF-3HM Base Sheet (120 mil):

G. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with cold Interply Adhesive.1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:

H. Flashing Ply Adhesive:1. Flashing Bond:2. Weatherking Flashing Adhesive:

I. Surfacing: Requires 30 days wait prior to surfacing.1. Aggregate/Flood Coat



2.13 HOT APPLIED 2-PLY MILLENNIUM COAL TAR ROOFING

A. Envelop Base Sheet: One ply set in hot asphalt left long to wrap envelop the coal tar system.1. HPR Glasbase:2. HPR Premium Glasbase:3. HPR Tri-Base Premium:4. Garland approved generic Type II base sheet:

07550-24

5. VersiPly 40:

B. Interply Adhesive:1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:

C. Base (Ply) Sheet: Two plies bonded to the prepared substrate with hot Interply Adhesive.1. Millennium Base:

D. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive.1. Millennium:2. Millennium Mineral:3. Millennium FR Mineral:

E. Interply Adhesive: (1, 2 and 3)1. Generic Type I Coal Tar:2. Black-Knight/Black-Stallion LV:3. Viking CTP:

F. Flashing Base Ply: One ply bonded to the prepared substrate with Interply adhesive except for torch applied:1. Millennium Base:2. HPR Tri-Base Premium:3. FlexBase 80:4. FlexBase Plus 80:5. FlexBase E 80:6. StressBase 80:7. StressBase 120:8. VersiPly 40:9. Viking CIF-2HM Base Sheet (80 mil):10. Viking CIF-3HM Base Sheet (120 mil):11. HPR Torchbase:12. Ultra-Shield Torchbase:

G. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply adhesive except for torch applied:1. Millennium Mineral:2. Millennium FR Mineral:3. OptiMax:4. OptiMax FR Mineral:5. VersiPly 80:6. VersiPly Mineral:7. StressPly:8. StressPly FR Mineral:9. StressPly Plus:10. StressPly Plus FR Mineral:11. StressPly E (Environmental):12. StressPly E FR Mineral (Environmental):13. StressPly EUV:14. StressPly EUV FR Mineral:15. StressPly Max:16. StressPly Max FR Mineral:17. StressPly IV Mineral:

07550-25

18. StressPly IV UV Mineral:19. StressPly IV Plus Mineral:20. StressPly IV Plus (UV) Mineral:

H. Flashing Ply Adhesive: One ply bonded to the prepared substrate with Interply adhesive except for torch applied:1. Black-Knight/Black-Stallion Mastic: For use with Millennium sheets only.2. Flashing Bond:3. Weatherking Flashing Adhesive:4. Generic Type III Asphalt:5. Generic Type IV Asphalt:6. HPR All-Temp Asphalt:7. Garlastic KM Plus:8. Viking Type III Asphalt:9. Viking SEBS Modified Asphalt:10. None for torch sheets only.

I. Surfacing:1. Aggregate/Flood Coat

a. Generic Type I Coal Tar:b. Black-Knight/Black-Stallion LV:c. Black-Knight/Black-Stallion Cold:d. Viking CTP: Hot Surfacing Bitumen:

2.14 HOT APPLIED 3-PLY MILLENNIUM COAL TAR ROOFING

A. Envelop Base Sheet: One ply set in hot asphalt left long to wrap envelop the coal tar system.1. HPR Glasbase:2. HPR Premium Glasbase:3. HPR Tri-Base Premium:4. Garland approved generic Type II base sheet:5. VersiPly 40:

B. Interply Adhesive:1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:

C. Base (Ply) Sheet: Two plies bonded to the prepared substrate with hot Interply Adhesive.1. HPR PolyScrim Plus:2. Viking TG IV:3. Viking TG VI:

D. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive.1. Millennium:2. Millennium Mineral:3. Millennium FR Mineral:

E. Interply Adhesive: (1, 2 and 3)1. Generic Type I Coal Tar:2. Black-Knight/Black-Stallion LV:3. Viking CTP:

F. Flashing Base Ply: One ply bonded to the prepared substrate with Interply adhesive except

07550-26

for torch applied:1. Millennium Base:2. HPR Tri-Base Premium:3. FlexBase 80:4. FlexBase Plus 80:5. FlexBase E 80:6. StressBase 80:7. StressBase 120:8. VersiPly 40:9. Viking CIF-2HM Base Sheet (80 mil):10. Viking CIF-3HM Base Sheet (120 mil):11. HPR Torchbase:12. Ultra-Shield Torchbase:

G. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply adhesive except for torch applied:1. Millennium Mineral:2. Millennium FR Mineral:3. OptiMax:4. OptiMax FR Mineral:5. VersiPly 80:6. VersiPly Mineral:7. StressPly:8. StressPly FR Mineral:9. StressPly Plus:10. StressPly Plus FR Mineral:11. StressPly E (Environmental):12. StressPly E FR Mineral (Environmental):13. StressPly EUV:14. StressPly EUV FR Mineral:15. StressPly Max:16. StressPly Max FR Mineral:17. StressPly IV Mineral:18. StressPly IV UV Mineral:19. StressPly IV Plus Mineral:20. StressPly IV Plus (UV) Mineral:

H. Flashing Ply Adhesive: One ply bonded to the prepared substrate with Interply adhesive except for torch applied:1. Black-Knight/Black-Stallion Mastic: For use with Millennium sheets only.2. Flashing Bond:3. Weatherking Flashing Adhesive:4. Generic Type III Asphalt:5. Generic Type IV Asphalt:6. HPR All-Temp Asphalt:7. Garlastic KM Plus:8. Viking Type III Asphalt:9. Viking SEBS Modified Asphalt:10. None for torch sheets only.

I. Surfacing:1. Aggregate/Flood Coat

a. Generic Type I Coal Tar:b. Black-Knight/Black-Stallion LV:c. Black-Knight/Black-Stallion Cold:d. Viking CTP: Hot Surfacing Bitumen:

07550-27

2.15 SELF ADHERED ROOF SYSTEM

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. HPR SA FR Base Sheet:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with self-adhesive.1. HPR SA FR Base Sheet:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with self-adhesive.1. StressPly SA FR Mineral:

D. Interply Adhesive: Use over approved cover boards or wood decks for base sheet only1. SA Primer:

E. Flashing Base Ply: One ply bonded to the prepared substrate.1. HPR SA FR Base Sheet:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate.1. StressPly SA FR Mineral:2. OptiMax:3. OptiMax FR Mineral:4. VersiPly 80:5. VersiPly Mineral:6. StressPly:7. StressPly FR Mineral:8. StressPly Plus:9. StressPly Plus FR Mineral:10. StressPly E (Environmental):11. StressPly E FR Mineral (Environmental):12. StressPly EUV:13. StressPly EUV FR Mineral:14. StressPly Max:15. StressPly Max FR Mineral:

G. Flashing Ply Adhesive:1. SA Primer: Over approved cover boards only.2. Flashing Bond:3. Weatherking Flashing Adhesive:


a. Weatherscreen:b. Green-Lock Membrane Adhesive:c. White-Star with All-Knight Primer:


2.16 TORCH APPLIED 2-PLY ASPHALT ROOFING

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. HPR Glasbase2. HPR Premium Glasbase3. HPR Tri-Base Premium4. Garland approved generic Type II base sheet

07550-28

5. VersiPly 40:

B. Base (Ply) Sheet:1. HPR Torch Base:2. Ultra-Shield Torchbase:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interplay adhesive.1. StressPly IV:2. StressPly IV Mineral:3. StressPly IV UV Mineral:4. StressPly IV Plus:5. StressPly IV Plus Mineral:6. StressPly IV Plus UV Mineral:

D. Interply Adhesive:1. NA

E. Flashing Base Ply:1. Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. Viking CIF-2HM Base Sheet (80 mil):8. Viking CIF-3HM Base Sheet (120 mil):9. HPR Torch Base:10. CI Ultra-Shield Torchbase:

F. Flashing Cap (Ply) Sheet1. OptiMax:2. OptiMax FR Mineral:3. VersiPly 80:4. VersiPly Mineral:5. StressPly:6. StressPly FR Mineral:7. StressPly Plus:8. StressPly Plus FR Mineral:9. StressPly E (Environmental):10. StressPly E FR Mineral (Environmental):11. StressPly EUV:12. StressPly EUV FR Mineral:13. StressPly Max:14. StressPly Max FR Mineral:15. StressPly IV Mineral:16. StressPly IV UV Mineral:17. StressPly IV Plus Mineral:18. StressPly IV Plus UV Mineral:

G. Flashing Ply Adhesive:1. Flashing Bond:2. Weatherking Flashing Adhesive:3. None for torch sheets only.


a. Black-Knight/Black-Stallion Cold:

07550-29

b. Weatherscreen:c. Green-Lock Membrane Adhesive:d. White-Star with All-Knight Primer:


2.17 COLD APPLIED 2-PLY THERMOPLASTIC HYBRID ROOF SYSTEM - KEE-Stone FB 60


B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. Viking CIF-2HM Base Sheet (80 mil):7. Viking CIF-3HM Base Sheet (120 mil):8. HPR Torch Base:9. CI Ultra-Shield Torchbase:

C. Thermoplastic Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive (2):1. KEE-Stone FB 60:

D. Interply Adhesive: (1)1. Green-Lock Membrane Adhesive.2. None for torch sheets only.

E. Interply Adhesive: (2)1. KEE-Lock Foam

F. Flashing Base Ply: One ply bonded to the prepared substrate with Flashing Ply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. Viking CIF-2HM Base Sheet (80 mil):7. Viking CIF-3HM Base Sheet (120 mil):8. VersiPly 40:9. HPR Torch Base:10. CI Ultra-Shield Torchbase:

G. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Flashing Ply Adhesive:1. KEE-Stone FB 60 Flashing.

H. Flashing Ply Adhesive (1):1. Green-Lock Flashing Adhesive.2. None for torch sheets only.

I. Flashing Ply Adhesive (2):

07550-30

1. KEE-Lock Foam

2.18 HOT APPLIED 2-PLY THERMOPLASTIC HYBRID ROOF SYSTEM - KEE-Stone FB 60

A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.1. HPR Glasbase:2. HPR Premium Glasbase:3. HPR Tri-Base Premium:4. Garland approved generic Type II base sheet:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:1. FlexBase 80:2. FlexBase Plus 80:3. FlexBase E 80:4. StressBase 80:5. StressBase 120:6. Viking CIF-2HM Base Sheet (80 mil):7. Viking CIF-3HM Base Sheet (120 mil):8. HPR Torch Base:9. CI Ultra-Shield Torchbase:

C. Thermoplastic Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive (2).1. KEE-Stone FB 60:

D. Interply Adhesive: (1)1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:7. None for torch sheets only:

E. Interply Adhesive (2):1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:

F. Flashing Base Ply: One ply bonded to the prepared substrate Flashing Ply Adhesive (1):1. HPR Tri-Base Premium:2. FlexBase 80:3. FlexBase Plus 80:4. FlexBase E 80:5. StressBase 80:6. StressBase 120:7. Viking CIF-2HM Base Sheet (80 mil):8. Viking CIF-3HM Base Sheet (120 mil):9. HPR Torchbase:10. CI Ultra-Shield Torchbase:

G. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Flashing Ply Adhesive ( 1 ):1. KEE-Stone FB 60 Flashing:

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H. Flashing Ply Adhesive ( 1 ):1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:7. None for torch sheets only:

I. Flashing Ply Adhesive (2):1. Generic Type III Asphalt:2. Generic Type IV Asphalt:3. HPR All-Temp Asphalt:4. Garlastic KM Plus:5. Viking Type III Asphalt:6. Viking SEBS Modified Asphalt:

2.19 ACCESSORlES:

A. Roof Insulation: In accordance with Section 07220.

B. Roof Insulation: Provide G-P Gypsum DenDeck Prime, G-P Gypsum DenDeck DuraGuard, USG Securrock for proper adhesion of the self-adhered base sheet in accordance with Section 07220.

C. Vapor Retarder: HPR Torchbase SBS modified, torch applied sheet material. ASTM D 6163, Type II. Install one torch ply sheet using a suitable heat source adhere one ply to the entire surface. Shingle in direction of slope of roof to shed water on each roof area.1. Tensile Strength, ASTM D 5147

a. 2 in/min. @ 73.4 +/- 3.6 deg. F MD 210 lbf/in XD 210 lbf/inb. 50 mm/min. @ 23 +/- 2 deg. C MD 210 lbf/in XD 210 lbf/in

2. Tear Strength, ASTM D 5147a. 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbfb. 50 mm/min. @ 23 +/- 2 deg. C MD 1,134 N XD 1,134 N

3. Elongation at Maximum Tensile, ASTM D 5147a. 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6% XD 6%b. 50 mm/min@ 23 +/- 2 deg. C MD 6% XD 6%

4. Low Temperature Flexibility, ASTM D 5147: Passes -30 deg. F ( -34.4 deg. C)

D. Vapor Retarder: HPR Glasfelts, inorganic asphalt impregnated felts conforming to ASTM D 2178, Type IV. Install two fiberglass ply sheets in 25 lbs. (11.3kg) per square of bitumen, shingled uniformly to achieve two plies over the entire prepared substrate. Shingle in direction of slope of roof to shed water on each area of roof.1. Tensile Strength, ASTM D 2178

a. MD 44 lbf/in (7.7 kN/m) XD 44 lbf/in (7.7 kN/m)

E. Nails and Fasteners: Non-ferrous metal or galvanized steel, except that hard copper nails shall be used with copper; aluminum or stainless steel nails shall be used with aluminum; and stainless steel nails shall be used with stainless steel, Fasteners shall be self-clinching type of penetrating type as recommended by the deck manufacturer. Fasten nails and fasteners flush-driven through flat metal discs not less than 1 inch (25 mm) diameter. Omit metal discs when one-piece composite nails or fasteners with heads not less than 1 inch (25 mm) diameter are used.

F. Walkway Pads - Commercial Innovations Walkway Pads: As recommended and furnished by the membrane manufacturer set in approved adhesive to control foot traffic on roof top surface and provide a durable system compliant non-slip walkway.

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G. Urethane Sealant Hybrid - Tuff-Stuff MS: One part, non-sag sealant as approved and furnished by the membrane manufacturer for moving joints.1. Tensile Strength, ASTM D 412: 250 psi2. Elongation, ASTM D 412: 450%3. Hardness, Shore A ASTM C 920: 354. Adhesion-in-Peel, ASTM C 92: 30 pli

H. Sealant - Green-Lock Structural Adhesive: Single component, 100% solids structural adhesive as furnished and recommended by the membrane manufacturer.1. Elongation, ASTM D 412: 300%2. Hardness, Shore A, ASTM C 920: 503. Shear Strength, ASTM D 1002: 300 psi

I. Silicone Sealant - All-Sil: One part, medium modulus, non-corrosive high performance silicone sealant as recommended and furnished by the membrane manufacturer.1. Tensile Strength, ASTM D 412: 230 psi2. Elongation, ASTM D 412: 360%3. Hardness, Shore A, ASTM C 920: 24

J. Silicone Damp-Proofing - Seal-A-Pore: Transparent and colorless solution designed to damp-proof above grade masonry surfaces as recommended and furnished by the membrane manufacturer.1. Density @77 deg. F 8.4 lb/gal min.2. Viscosity (Zahn #2 cup) Typical 14 sec.

K. Acrylic Damp-Proofing Tuff-Coat: Damp-proofing that provides heavy body protection while bridging small hair line cracks and masonry imperfections as recommended and furnished by the membrane manufacturer.1. Density @77 deg. F 12.25 lb/gal typical2. Viscosity, ASTM D 562: 95 KU

L. Butyl Tape: 100% solids, asbestos free and compressive tape designed to seal as recommended and furnished by the membrane manufacturer.

M. Non-Shrink Grout GarRock: All weather fast setting chemical action concrete material to fill pitch pans.1. Flexural Strength, ASTM C 78: (modified) 7 days 1100psi2. High Strength, ASTM C 109: (modified) 24 days 8400lbs (3810kg)

N. Pitch Pocket Sealer - Seal-Tite: Two part, 100% solids, self-leveling, polyurethane sealant for filling pitch pans as recommended and furnished by the membrane manufacturer.1. Durometer, ASTM D 2240: 40-50 Shore2. Elongation, ASTM D 412: 250%3. Tensile Strength, ASTM D 412: 200 @ 100 mil

O. Glass Fiber Cant - Glass Cant: Continuous triangular cross Section made of inorganic fibrous glass used as a cant strip as recommended and furnished by the membrane manufacturer.

2.20 EDGE TREATMENT AND ROOF PENETRATION FLASHINGS

A. Pre-Manufactured Edge Metal: R-Mer Force Flash-less Snap-On Fascia Cover and Splice Plate.1. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 24 gauge,

22 gauge or 20 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality

2. Aluminum, ASTM B209, alloy 3105-H14, in thickness of .032" nom. or .040" nom.

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or .050" nom. or .063" nom.

B. Pre-Manufactured Edge Metal: R-Mer Edge Snap-On Fascia Cover and Splice Plate.1. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 24 gauge,

22 gauge or 20 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.

2. Aluminum, ASTM B209, alloy 3105-H14, in thickness of .032" nom. or .040" nom. or .050" nom. or .063" nom.

C. Pre-Manufactured Edge Metal: R-Mer Edge Extruded Fascia Cover and Splice Plate.1. Aluminum, ASTM B209, alloy 3105-H14, in thickness of .063" min.

D. Pre-Manufactured Coping Cap: R-Mer Edge Coping Cap Cover and Splice Plate.1. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 24 gauge,

22 gauge or 20 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.

2. Aluminum, ASTM B209, alloy 3105-H14, in thickness of .040" nom. or .050" nom. or .063" nom

E. Pre-Manufactured Edge Metal: R-Mer Force Flash-less Snap-On Fascia Extruded Base Anchor and Components.1. Base Anchor: 6005A-T61 extruded aluminum.2. Compression Seal for top of anchor: TPE thermoplastic elastomer.3. Sealant for Flange: Green-Lock Sealant XL: Single-component high performance

100% solids, interior and exterior polyether joint sealant.

F. Pre-Manufactured Edge Metal: R-Mer Edge Snap-On Fascia or Extruded Fascia Continuous Cant1. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 0.0299

nom./22 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.

G. Pre-Manufactured Coping Cap: R-Mer Edge Coping Chairs1. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 0.0635

nom./ 16 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.

H. Pre-Manufactured Edge Metal Finishes:1. Exposed and unexposed surfaces for mill finish flashing, fascia, and coping cap, as

shipped from the mill2. Exposed surfaces for coated panels:

a. Steel Finishes: fluorocarbon finish. Epoxy primer baked both sides, .2-.25 mils thickness as approved by finish coat manufacturer.Weathering finish as referred by National Coil Coaters Association (NCCA). Provided with the following properties.1) Pencil Hardness: ASTM D3363, HB-H / NCCA II-2.2) Bend: ASTM D-4145, O-T / NCCA II-193) Cross-Hatch Adhesion: ASTM D3359, no loss of adhesion4) Gloss (60 deg. angle): ASTM D523, 25+/-5%5) Reverse Bend: ASTM D2794, no cracking or loss of adhesion6) Nominal Thickness: ASTM D1005

a) Primer: 0.2 milsb) Topcoat, 0.7 mils minc) Clear Coat (optional, only used with 22 ga. steel) 0.3 mils

7) Color: Provide as specified. (Subject to minimum quantities)

I. Manufactured Flashing Ply: R-MER Ply galvalume steel and modified membrane roof

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termination/flashing system comprised of a flexible, tie-in membrane, factory-bonded within a watertight, mechanical seal to a galvalume steel vertical flashing or fascia reveal profile. Siliconized modified polyester, epoxy primer baked both sides. Modified membrane is a 180 mil, Styrene-Butadiene-Styrene SBS (Styrene-Butadiene-Styrene) rubber modified membrane reinforced with a dual fiberglass scrim.1. Tensile Strength, ASTM D 5, 147

a. 2 in/min. @ 73.4 +/- 3.6 deg. F MD 210 lbf/in CMD 210 lbf/inb. 50 mm/min. @ 23 +/- 3 deg. C MD 36.75 kN/m CMD 36.75 kN/m

2. Tear Strength, ASTM D 5147a. 2 in/min. @ 73.4 +/- 3.6 deg. F MD 250 lbf CMD 250 lbfb. 50 mm/min. @ 23 +/- 3 deg. C MD 1112 N CMD 1112 N

3. Elongation at Maximum Tensile, ASTM D5147a. 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6.0% CMD 6.0%b. 50 mm/min. @ 23 +/- 3 deg. C MD 6.0% CMD 6.0%

4. Low Temperature Flexibility, ASTM D5147: Passes -30 deg. F (-34 deg. C)5. Coating Properties:

a. PencilHardness, NCCA II-2 - ASTM D3363, F-Hb. Bend, NCCA II-19, ASTM D 4145, 2-Tc. Adhesion / Cross-Hatch, ASTM D3359, no loss of adhesiond. Gloss (60 deg. angle), ASTM D 523, 90 +/- 5%e. Reverse Impact, ASTM D 2794no cracking or loss of adhesionf. Nominal Thickness, ASTM D 1005, primer and topcoat 1.0 mils.

J. Flashing Boot - Rubbertite Flashing Boot: Neoprene pipe boot for sealing single or multiple pipe penetrations adhered in approved adhesives as recommended and furnished by the membrane manufacturer.

K. Vents and Breathers: Heavy gauge aluminum and fully insulated vent that allows moisture and air to escape but not enter the roof system as recommended and furnished by the membrane manufacturer.

L. Pitch pans, Rain Collar 24 gauge stainless or 20oz (567gram) copper. All joints should be welded/soldered watertight. See details for design.

M. Drain Flashings should be 4lb (1.8kg) sheet lead formed and rolled.

N. Plumbing stacks should be 4lb (1.8kg) sheet lead formed and rolled.

O. Liquid Flashing - Tuff-Flash: An asphaltic-polyurethane, low odor, liquid flashing material designed for specialized details unable to be waterproofed with typical modified membrane flashings.1. Tensile Strength, ASTM D 412: 400 psi2. Elongation, ASTM D 412: 300%3. Density @77 deg. F 8.5 lb/gal typical

P. Fabricated Flashings: Fabricated flashings and trim are specified in Section 07620.1. Fabricated flashings and trim shall conform to the detail requirements of SMACNA

"Architectural Sheet Metal Manual" and/or the CDA Copper Development Association "Copper in Architecture - Handbook" as applicable.

Q. Manufactured Roof Specialties: Shop fabricated copings, fascia, gravel stops, control joints, expansion joints, joint covers and related flashings and trim are specified in Section 07710.1. Manufactured roof specialties shall conform to the detail requirements of SMACNA

"Architectural Sheet Metal Manual" and/or the NRCA "Roofing and Waterproofing Manual" as applicable.

PART 3 EXECUTION

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3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. Inspect and approve the deck condition, slopes and fastener backing if applicable, parapet walls, expansion joints, roof drains, stack vents, vent outlets, nailers and surfaces and elements.

C. Verify that work penetrating the roof deck, or which may otherwise affect the roofing, has been properly completed.

D. If substrate preparation and other conditions are the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. General: Clean surfaces thoroughly prior to installation.1. Prepare surfaces using the methods recommended by the manufacturer for achieving

the best result for the substrate under the project conditions.2. Fill substrate surface voids that are greater than 1/4 inch wide with an acceptable fill

material.3. Roof surface to receive roofing system shall be smooth, clean, free from loose gravel,

dirt and debris, dry and structurally sound.4. Wherever necessary, all surfaces to receive roofing materials shall be power broom

and vacuumed to remove debris and loose matter prior to starting work.5. Do not apply roofing during inclement weather. Do not apply roofing membrane to

damp, frozen, dirty, or dusty surfaces.6. Fasteners and plates for fastening components mechanically to the substrate shall

provide a minimum pull-out capacity of 300 lbs. (136 k) per fastener. Base or ply sheets attached with cap nails require a minimum pullout capacity of 40 lb. per nail.

7. Prime decks where required, in accordance with requirements and recommendations of the primer and deck manufacturer.

B. Metal Deck: Metal deck shall be installed as specified in Section 05300.1. Fastening of the deck should comply with the anticipated live and dead loads

pertaining to the building as well as applicable Code.2. Steel decks shall be minimum 22-gauge factory galvanized or zinc alloy coated for

protection against corrosion.3. Suitable insulation shall be mechanically attached as recommended by the insulation

manufacturer.4. Decks shall comply with the gauge and span requirements in the current Factory

Mutual FM Approval Guide and be installed in accordance with Loss Prevention Data Sheet 1-28 or specific FM approval.

5. When re-roofing over steel decks, surface corrosion shall be removed, and repairs to severely corroded areas made. Loose or inadequately secured decking shall be fastened, and irreparable or otherwise defective decking shall be replaced.

C. Wood Deck:1. Dimensional wood deck shall be minimum 1 inch (25 mm) thick, knotholes and cracks

larger than 1/4 inch shall be covered with sheet metal. All boards shall be appropriately nailed and have adequate end bearing to the centers of beams/rafters. Lumber shall be kiln dried.

2. Plywood shall be a minimum 15/32 inch (11.9 mm) thick and conform to the standards and installation requirements of the American Plywood Association (APA).

3. If no roof insulation is specified, provide a suitable dry sheathing paper, followed by an approved base sheet nailed appropriately for the specified roof system, with 1 inch (25 mm) diameter caps and annular nails unless otherwise required by the applicable

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Code or Approval agency.4. Insulation is to be mechanically attached in accordance with the insulation

manufacturer's recommendations unless otherwise required by the applicable Code.5. In all retrofit roof applications, it is required that deck be inspected for defects. Any

defects are to be corrected per the deck manufacturer's recommendations and standards of the APA/Engineered Wood Association prior to new roof application.

6. Light metal wall ties or other structural metal exposed on top of the wood deck shall be covered with one ply of a heavy roofing sheet, such as HPR Glasbase Base Sheet, extending 2 inches to 6 inches (51 mm to 152 mm) beyond the metal in all directions. Nail in place before applying the base ply.

D. Precast concrete:1. Decks shall be clean, dry, fully cured and free of flaws and attached securely to the

supporting structure as recommended by the deck manufacturer.2. All joints shall be caulked or grouted.3. Concrete surfaces to receive roofing shall be fully primed at the rate of 1 gallon per

100 sq. ft.4. When applying roofing or insulation directly to the deck with asphalt, prime with

asphalt/concrete primer, ASTM D41, at a rate of 1 gal/square (.4 L/m2) and allow the primer to dry prior to the application of the roofing system. Hold back bitumen at the joints approximately 4 inches (102 mm) to prevent bitumen drippage.

5. Deck joints shall be stripped in with a 12 inch (305 mm) wide strip of modified membrane unadhered a minimum of 2 inches (51 mm) immediately on either side of the joint.

E. Poured reinforced concrete1. Shall be smooth, dry, clean and free of ice/frost, projections and depressions.

Concrete shall be fully cured and the surface shall be broom cleaned and free of release/curing agents prior to commencement of work.

2. Prepared concrete surfaces for roofing or insulation by priming with asphalt/concrete primer conforming to ASTM D 41. Apply at a rate of approx. 1 gallon/100 sq. ft. (.4 L/m2). All primed areas shall be fully dried before proceeding with the application of the roof system. Hold back bitumen at the joints approximately 4 inches (102 mm) to prevent bitumen drippage.

F. Lightweight Insulating Concrete Deck1. Lightweight insulating concrete decks are required to have a minimum thickness of 2

inches (51 mm), a minimum compressive strength of 125 psi (0.86 MPa) and a minimum density of 22 pcf (352 kg/sm).

2. Install roof system immediately following deck curing to prevent damage from exposure to precipitation. The deck manufacturer determines the minimum curing time and maximum exposure limitations.

3. LWIC shall not be poured during rainy periods. Deck areas that have frozen before they have cured shall be removed and replaced. Decks which receive precipitation prior to installation of the roof membrane shall be checked for moisture content and dryness.

4. Lightweight insulating concrete decks are acceptable only on slopes up to 1 inch per foot (83 mm/m).

5. Do not attach insulation directly to lightweight concrete decks. Over old, dry decks, additional board insulation may be solidly mopped to an approved mechanically attached anchor sheet (base sheet).

G. Cementitious Wood Fiber1. Protect decks from the weather during storage and application. Any wet or deformed

decking shall be removed and replaced.2. Cementitious wood fiber decks shall not be installed over high humidity occupancies.

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3. Cementitious wood fiber decks shall have a minimum design load as recommended by the deck manufacturer.

4. Anchor cementitious wood fiber deck panels against uplift and lateral movement.5. Install deck level. Correct or replace deck with any deflection, irregularities, or

otherwise damaged panels.6. Install a mechanically attached base sheet prior to installation of insulation or roofing

membrane.

H. Gypsum1. Gypsum decks shall be smooth and free from deflections or ridges.2. An average fastener withdrawal resistance as recommended by the fastener

manufacturer shall be obtained; however, at no time shall it be less than 40 lbs. (178 N) per fastener.

3. Wet or frozen poured gypsum decks are not suitable to receive a roof.4. Poured-in-place gypsum roof decks contain a large percentage of moisture. All

necessary precautions shall be taken to avoid the entrapment of moisture under the roofing system. In addition to ventilation of the underside to allow for proper curing, topside and perimeter venting shall be implemented.

5. Install a mechanically attached base sheet prior to installation of insulation or roofing membrane.

I. Deck Preparation for Self-Adhered Roof System: Insulation shall be installed as specified in Section 05300. Sweep or blow away any dust, dirt or sand particles that could interfere with adhesion to approved substrate Georgia Pacific (GP) DensDeck Prime, DensDeck DuraGuard, or USG Securrock and prime with self-adhering primer at the specified coverage rate.

J. Other deck types:

K. Re-Roofing Applications:1. Remove existing roof flashings from curbs and parapet walls down to the surface of

the roof. Remove existing flashings at roof drains and roof penetrations.2. Remove all wet, deteriorated, blistered or delaminated roofing membrane or insulation

and fill in any low spots occurring as a result of removal work to create a smooth, even surface for application of new roof membranes.

3. Install new wood nailers as necessary to accommodate insulation/recovery board or new nailing patterns.

4. When mechanically attached, the fastening pattern for the insulation/recovery board shall be as recommended by the specific product manufacturer.

5. Re-roofing over coal tar pitch requires a mechanically attached recovery board or insulation and a base sheet prior to the application of roofing system.

6. Existing roof surfaces shall be primed as necessary with asphalt primer meeting ASTM D 41 and allowed to dry prior to installing the roofing system.

L. Torch Applied Vapor Barrier: Install one torch on fiberglass base sheet using a suitable heat source adhere one ply to the entire surface. Shingle in direction of slope of roof to shed water on each area of roof

M. Fiberglass Vapor Barrier Plies: Install two fiberglass ply sheets in 25 lbs. per square (11.3kg) of ASTM D 312 Type III bitumen shingled uniformly to achieve two plies over the entire prepared substrate. Shingle in direction of slope of roof to shed water on each area of roof.

N. Insulation: Roof insulation is specified in Section 07220.1. All joints between layers should be staggered when multiple layers of insulation are

installed. Insulation greater than 2.5 inches shall be installed in multiple layers.2. Insulation shall be kept dry at all times. Install only as much insulation as can be

covered with completed roofing membrane before the end of the day's work or prior to

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onset of inclement weather.3. Edges shall butt tightly and all cuts shall fit neatly against adjoining surfaces to

provide a smooth overall surface. Gaps of greater than 1/4 inch width shall be filled with insulation.

4. Install tapered insulation around roof drains and penetrations to provide adequate slope for proper drainage.

5. Mechanically attached insulation shall be fastened in accordance with code and insurance requirements for the applicable geographic zone with the required number and type of fasteners and plates.

6. When asphalt or cold adhesive attachment is specified, the proposed insulation shall be compatible with the roof substrate, the proposed bitumen and the requirements of the specific membrane.

7. Hot asphalt application:a. Maximum 4 foot by 4 foot insulation boards shall be attached with hot asphalt.b. Asphalt for insulation attachment shall meet ASTM D 312 Type III or IV criteria,

as dictated by the roof slope or other design conditions.c. Expanded polystyrene (EPS) materials shall not be installed with hot bitumen

products.

3.3 INSTALLATION - GENERAL

A. Install modified bitumen membranes and flashings in accordance with manufacturer's instructions and with the recommendations provided by the National Roofing Contractors Association's Roofing & Waterproofing Manual, the Asphalt Roofing Manufacturers Association, and applicable codes.

B. General: Avoid installation of modified bitumen membranes at temperatures lower than 40-45 degrees F. When work at such temperatures unavoidable use the following precautions:1. Take extra care during cold weather installation and when ambient temperatures are

affected by wind or humidity, to ensure adequate bonding is achieved between the surfaces to be joined. Use extra care at material seam welds and where adhesion of the applied product to the appropriately prepared substrate as the substrate can be affected by such temperature constraints as well.

2. Unrolling of cold materials, under low ambient conditions must be avoided to prevent the likelihood of unnecessary stress cracking. Rolls must be at least 40 degrees F at the time of application. If the membrane roll becomes stiff or difficult to install, it must be replaced with roll from a heated storage area.

C. Commence installation of the roofing system at the lowest point of the roof (or roof area), working up the slope toward the highest point. Lap sheets shingle fashion so as to constantly shed water

D. All slopes greater than 2:12 require back-nailing to prevent slippage of the ply sheets. Use ring or spiral-shank 1 inch cap nails, or screws and plates at a rate of 1 fastener per ply (including the membrane) at each insulation stop. Place insulation stops at 16 ft o.c. for slopes less than 3:12 and 4 feet o.c. for slopes greater than 3:12. On non-insulated systems, nail each ply directly into the deck at the rate specified above. When slope exceeds 2:12, install all plies parallel to the slope (strapping) to facilitate backnailing. Install 4 additional fasteners at the upper edge of the membrane when strapping the plies.

3.4 INSTALLATION COLD APPLIED ROOF SYSTEM

A. Nailable Base Sheet: Install base sheet nailed to the substrate with the appropriate fastener and fastening pattern determined from your wind uplift calculation.

B. Base Ply: Cut base ply sheets into 18 foot lengths and allow plies to relax before installing. Install base sheet in Interply Adhesive: applied at the rate required by the manufacturer.

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Shingle base sheets uniformly to achieve one ply throughout over the prepared substrate. Shingle in proper direction to shed water on each large area of roofing.1. Lap ply sheet ends 8 inches. Stagger end laps 12 inches minimum.2. Solidly bond to the substrate and adjacent ply with specified cold adhesive at the rate

of 2 to 2-1/2 gallons per 100 square feet.3. Roll must push a puddle of adhesive in front of it with adhesive slightly visible at all

side laps. Use care to eliminate air entrapment under the membrane.4. Install subsequent rolls of modified across the roof as above with a minimum of 4 inch

side laps and 8 inch staggered end laps. Lay modified membrane in the same direction as the underlayers but the laps shall not coincide with the laps of the base layers.

5. Extend plies 2 inches beyond top edges of cants at wall and projection bases.6. Install base flashing ply to all perimeter and projection details.7. Allow the one ply of base sheet to cure at least 30 minutes before installing the

modified membrane. However, the modified membrane must be installed the same day as the base plies.

C. Modified Cap Ply(s): Cut cap ply sheets into 18 foot lengths and allow plies to relax before installing. Install in interplay adhesive applied at the rate required by the manufacturer. Shingle sheets uniformly over the prepared substrate to achieve the number of plys specified. Shingle in proper direction to shed water on each large area of roofing.1. Lap ply sheet ends 8 inches. Stagger end laps 12 inches minimum.2. Solidly bond to the base layers with specified cold adhesive at the rate of 2 to 2-1/2

gallons per 100 square feet.3. Roll must push a puddle of adhesive in front of it with adhesive slightly visible at all

side laps. Care should be taken to eliminate air entrapment under the membrane.4. Install subsequent rolls of modified across the roof as above with a minimum of 4 inch


5. Allow cold adhesive to set for 5 to 10 minutes before installing the top layer of modified membrane.

6. Extend membrane 2 inches beyond top edge of all cants in full moppings of the cold adhesive as shown on the Drawings.

D. Thermoplastic Cap Ply: Allow plies to relax before installing. Install in interplay adhesive applied at the rate required by the manufacturer. Shingle sheets uniformly over the prepared substrate to achieve the number of plies specified. Shingle in proper direction to shed water on each large area of roofing.1. All field seams exceeding 10 feet in length shall be welded with an approved

automatic welder.2. All field seams must be clean and dry prior to initiating any field welding. Remove

foreign materials from the seams (dirt, oils, etc.) with acetone or authorized alternative. Use CLEAN WHITE COTTON cloths and allow approximately five minutes for solvents to dissipate before initiating the automatic welder. Do not use denim or synthetic rags for cleaning.

3. Contaminated areas within a membrane seam will inhibit proper welding and will require a membrane patch or strip.

4. All welding shall be performed only by qualified personnel to ensure the quality and continuity of the weld. The lap or seam area of the membrane may be intermittently tack welded to hold the membrane in place.

5. The back interior edge of the membrane shall be welded first, with a thin, continuous weld to concentrate heat along the exterior edge of the lap during the final welding pass.

6. Follow local code requirements for electric supply, grounding and surge protection. The use of a dedicated, portable generator is highly recommended to ensure a

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consistent electrical supply, without fluctuations that can interfere with weld consistency.

7. Properly welded seams shall utilize a 1.5 inch wide nozzle, to create a homogeneous weld, a minimum of 1.5 inches in width.

E. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.

F. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.1. Provide nailers at all roof perimeters and penetrations for fastening membrane

flashings and sheet metal components.2. Wood nailers should match the height of any insulation, providing a smooth and even

transition between flashing and insulation areas.3. Nailer lengths should be spaced with a minimum 1/8 inch gap for expansion and

contraction between each length or change of direction.4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss

Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.

G. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance with the SMACNA "Architectural Sheet Metal Manual" or the NRCA Roofing Waterproofing manual.

H. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.

I. Flashing Base Ply: Install flashing sheets by the same application method used for the base ply.1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a

daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.

2. Prepare all walls, penetrations, expansion joints and where shown on the Drawings to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.

3. Adhere to the underlying base ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.

4. Solidly adhere the entire flashing ply to the substrate. Secure the tops of all flashings that are not run up and over curb through termination bar fastened at 6 inches (152 mm) O.C. and sealed at top.

5. Seal all vertical laps of flashing ply with a three-course application of trowel-grade mastic and fiberglass mesh.

6. Coordinate counter flashing, cap flashings, expansion joints and similar work with modified bitumen roofing work as specified.

7. Coordinate roof accessories, miscellaneous sheet metal accessory items, including piping vents and other devices with the roofing system work.

8. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.

J. Flood Coat/Aggregate:1. Install after cap sheets and modified flashing, tests, repairs and corrective actions

07550-41

have been completed and approved.2. Apply flood coat materials in the quantities recommended by the manufacturer.3. Uniformly embed aggregate in the flood coat of cold adhesive at a rate recommended

by the manufacturer.4. Aggregate must be dry and placed in a manner required to form a compact,

embedded overlay. To aid in embedment, lightly roll aggregate.

K. Flashing Cap Ply:1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a



3. Adhere to the underlying base flashing ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.


5. Coordinate roof accessories, miscellaneous sheet metal accessory items with the roofing system work.

6. All stripping shall be installed prior to flashing cap sheet installation.7. Heat and scrape granules when welding or adhering at cut areas and seams to

granular surfaces at all flashings.8. Secure the top edge of the flashing sheet using a termination bar only when the wall

surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.

L. Surface Coatings: Apply roof coatings in strict conformance with the manufacturer's recommended procedures.

M. Roof Walkways: Provide walkways in areas indicated on the Drawings.

3.5 INSTALLATION HOT APPLIED ROOF SYSTEM


B. Base/Felt Ply(s): Install base sheet or felt plies in twenty five (25) lbs (11.3kg) per square of bitumen shingled uniformly to achieve one or more plies over the entire prepared substrate. Shingle in direction of slope of roof to shed water on each area of roof. Do not step on base rolls until asphalt has cooled, fish mouths should be cut and patched.1. Lap ply sheet ends 8 inches (203 mm). Stagger end laps 2 inches (304mm) minimum.2. Install base flashing ply to all perimeter and projection details after membrane

application.3. Extend plies 2 inches beyond top edges of cants at wall and projection bases.4. Install base flashing ply to all perimeter and projection details.5. Allow the one ply of base sheet to cure at least 30 minutes before installing the

modified membrane. However, the modified membrane must be installed the same day as the base plies.

C. Modified Cap Ply(s): Solidly bond the modified membrane to the base layers with specified material at the rate of 25 to thirty 30 lbs. (11-13kg) per 100 square feet.1. Roll must push a puddle of hot material in front of it with material slightly visible at all

side laps. Use care to eliminate air entrapment under the membrane. Exercise care during application to eliminate air entrapment under the membrane.

2. Apply pressure to all seams to ensure that the laps are solidly bonded to substrate.

07550-42

3. Install subsequent rolls of modified membrane as above with a minimum of 4 inch (101 mm) side laps and 8 inch (203 mm) end laps. Stagger end laps. Apply membrane in the same direction as the previous layers but stagger the laps so they do not coincide with the laps of the base layers.

4. Apply hot material no more than 5 feet (1.5 m) ahead of each roll being embedded.5. Extend membrane 2 inches (50 mm) beyond top edge of all cants in full moppings of

the specified hot material.

D. Thermoplastic Cap Ply: Allow plies to relax before installing. Install in interplay adhesive applied at the rate required by the manufacturer. Shingle sheets uniformly over the prepared substrate to achieve the number of plies specified. Shingle in proper direction to shed water on each large area of roofing.1. All field seams exceeding 10 feet in length shall be welded with an approved

automatic welder.2. All field seams must be clean and dry prior to initiating any field welding. Remove

foreign materials from the seams (dirt, oils, etc.) with acetone or authorized alternative. Use CLEAN WHITE COTTON cloths and allow approximately five minutes for solvents to dissipate before initiating the automatic welder. Do not use denim or synthetic rags for cleaning.

3. Contaminated areas within a membrane seam will inhibit proper welding and will require a membrane patch or strip.

4. All welding shall be performed only by qualified personnel to ensure the quality and continuity of the weld. The lap or seam area of the membrane may be intermittently tack welded to hold the membrane in place.

5. The back interior edge of the membrane shall be welded first, with a thin, continuous weld to concentrate heat along the exterior edge of the lap during the final welding pass.

6. Follow local code requirements for electric supply, grounding and surge protection. The use of a dedicated, portable generator is highly recommended to ensure a consistent electrical supply, without fluctuations that can interfere with weld consistency.

7. Properly welded seams shall utilize a 1.5 inch wide nozzle, to create a homogeneous weld, a minimum of 1.5 inches in width

8. Use care to eliminate adhesive from getting on the side laps of the thermoplastic membrane.

9. Install subsequent rolls of thermoplastic membrane as above with a minimum of 4 inch (101 mm) side laps and butted together end laps and cover with a heat welded utility strip. Stagger end laps.

10. Apply membrane in the same direction as the previous layers but stagger the laps so they do not coincide with the laps of the base layers.

11. Extend membrane 2 inches (50 mm) beyond top edge of all cants in the specified adhesive at the specified application rate.

E. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.

F. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.1. Provide nailers at all roof perimeters and penetrations for fastening membrane



contraction between each length or change of direction.

07550-43

4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.

G. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance with the SMACNA "Architectural Sheet Metal Manual" or the NRCA Roofing Waterproofing manual.

H. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.

I. Flashing Base Ply: Install flashing sheets by the same application method used for the base ply.1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a


2. Prepare all walls, penetrations, expansion joints and surfaces to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.

3. Adhere to the underlying base flashing ply with specified hot material unless otherwise noted in these specifications. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.

4. Solidly adhere the entire sheet of flashing membrane to the substrate.5. Seal all vertical laps of flashing membrane with a three-course application of trowel-

grade mastic and mesh.6. Coordinate counter flashing, cap flashings, expansion joints, and similar work with

modified bitumen roofing work as specified.7. Coordinate roof accessories, miscellaneous sheet metal accessory items, including

piping vents and other devices with the roofing system work.

J. Flood Coat/Aggregate:1. Install after cap sheets and modified flashing, tests, repairs and corrective actions




K. Flashing Cap Ply: Install flashing cap sheets by the same application method used for the cap ply.1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a







07550-44



L. Surface Coatings: Apply roof coatings in strict conformance with the manufacturer's recommended procedures.

M. Roof Walkways: Provide walkways in areas indicated on the Drawings.

3.6 INSTALLATION HOT/COLD HYBRID 3-PLY ASPHALT ROOFING

A. Optional Nailable Base Sheet: Install base sheet nailed to the substrate with the appropriate fastener and fastening pattern determined from your wind uplift calculation.

B. Base/Felt Ply(s): Install base sheet or felt plies in twenty five (25) lbs (11.3kg) per square of bitumen shingled uniformly to achieve one or more plies over the entire prepared substrate. Shingle in direction of slope of roof to shed water on each area of roof. Do not step on base rolls until asphalt has cooled, fish mouths should be cut and patched.1. Lap ply sheet ends 8 inches (203 mm). Stagger end laps 2 inches (51 mm) minimum.2. Install base flashing ply to all perimeter and projection details after membrane

application.3. Extend plies 2 inches beyond top edges of cants at wall and projection bases.4. Install base flashing ply to all perimeter and projection details.5. Allow each plies to cure at least 30 minutes before installing the next ply or modified

membrane. However, the modified membrane must be installed the same day as the base/felt plies.

C. Modified Cap Ply(s): Cut cap ply sheets into 18 foot lengths and allow plys to relax before installing. Install in interplay adhesive applied at the rate required by the manufacturer. Shingle sheets uniformly over the prepared substrate to achieve the number of plies specified. Shingle in proper direction to shed water on each large area of roofing.1. Lap ply sheet ends 8 inches. Stagger end laps 12 inches minimum.2. Solidly bond to the base layers with specified cold adhesive at the rate of 2 to 2-1/2

gallons per 100 square feet.3. Roll must push a puddle of adhesive in front of it with adhesive slightly visible at all

side laps. Care should be taken to eliminate air entrapment under the membrane.4. Install subsequent rolls of modified across the roof as above with a minimum of 4 inch


5. Allow cold adhesive to set for 5 to 10 minutes before installing the top layer of modified membrane.

6. Extend membrane 2 inches (51 mm) beyond top edge of all cants in full moppings of the cold adhesive as shown on the Drawings.

D. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.

E. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.1. Provide nailers at all roof perimeters and penetrations for fastening membrane


transition between flashing and insulation areas.

07550-45

3. Nailer lengths should be spaced with a minimum 1/8 inch gap for expansion and contraction between each length or change of direction.

4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.

F. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.

G. Flashing Base Ply: Install flashing sheets by the same application method used for the base ply.1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a



3. Adhere to the underlying base ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.

4. Solidly adhere the entire flashing ply to the substrate. Secure the tops of all flashings that are not run up and over curb through termination bar fastened at 6 inches (152 mm) O.C. and sealed at top.

5. Seal all vertical laps of flashing ply with a three-course application of trowel-grade mastic and fiberglass mesh.


7. Coordinate roof accessories, miscellaneous sheet metal accessory items, including piping vents and other devices with the roofing system work.

8. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches (100 mm) on center and covered with an acceptable counter flashing.

H. Flood Coat/Aggregate:1. Install after cap sheets and modified flashing, tests, repairs and corrective actions




I. Flashing Cap Ply: Install flashing cap sheets by the same application method used for the base ply.1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a




4. Coordinate counter flashing, cap flashings, expansion joints and similar work with

07550-46

modified bitumen roofing work as specified.5. Coordinate roof accessories, miscellaneous sheet metal accessory items with the

roofing system work.6. All stripping shall be installed prior to flashing cap sheet installation.7. Heat and scrape granules when welding or adhering at cut areas and seams to


surface above is waterproofed, or nailed 4 inches (100 mm) on center and covered with an acceptable counter flashing.

J. Surface Coatings: Apply roof coatings in strict conformance with the manufacturer's recommended procedures.

K. Roof Walkways: Provide walkways in areas indicated on the Drawings.

3.7 INSTALLATION SELF ADHERED ROOF SYSTEM

A. Optional Nailable Base Sheet: Install base sheet nailed to the substrate with the appropriate fastener and fastening pattern determined from your wind uplift calculation.

B. Base Ply: Prior to installation sweep or blow away any dust, dirt or sand particles, on the surface that could interfere with adhesion.1. Prime the roof cover board at the recommended coverage rate with SA Primer at a

rate of 0.50 gal per 100 sq.ft. Allow the primer to dry before installing the base sheet but it should be tacky for the base sheet application.

2. Start HPR SA FR Base Sheet application at the low point of the roof with appropriate roll width to offset side laps 18 inches (457 mm) from side laps of base sheet. Install flush to roof edge if over base sheet, otherwise turn the HPR SA FR Base Sheet over the fascia minimum 2 inches (50 mm) and nail 9 inches (230 mm) o.c. At perimeter flashing extend the HPR SA FR Base Sheet up a minimum of 8 inches (203 mm). Design so that side laps are against the flow of water.

3. Fold membrane back halfway lengthwise to remove the split release film. Press membrane securely into place, and repeat with the opposite half of the membrane. Use a heavy, weighted roller over entire surface of the HPR SA FR Base Sheet membrane to secure membrane. Work outwards to eliminate voids. When working with full rolls on large roofs, leave the membrane in position and remove the split release film from underneath the membrane.

4. Overlap side laps of subsequent HPR SA FR Base Sheet membrane lengths 4 inches (100 mm) and end laps 8 inches (203 mm). Offset (stagger) end laps minimum 3 feet (0.9 m). Cut end laps at opposing diagonal corners at a 45 degree angle approximatly 3 inches (76 mm) from the corners to minimize "T"- seams. Apply a bead or small trowel dab (quarter size) of Flashing Bond or Garla-Flex at the edge of the angled cut to avoid a capillary.

5. Use of a hand-held hot air gun at joint area prior to rolling membrane to maximize adhesion. Apply a bead of Flashing Bond or Garla-Flex, at all HPR SA FR Base Sheet side and end laps to eliminate a capillary.

6. Use a heavy, weighted roller over the entire surface of HPR SA FR Base Sheet to secure it in place and prevent voids, working outward from center of sheet.

7. Repeat the above steps to properly build 1 to 2 plies, as specified, of HPR SA FR Base Sheet.

8. Don't leave the installed HPR SA FR Base Sheet exposed to the weather; cover with StressPly SA FR Mineral cap sheet the same day.

C. Modified Cap Ply(s): Prior to installation sweep or blow away any dust, dirt or sand particles, on the HPR SA FR Base Sheet that could interfere with adhesion.1. Install StressPly SA FR Mineral starting at the low point of the roof with an appropriate

roll width to offset sidelaps from the underlying membrane a minimum of 18 inches

07550-47

(457 mm). Work with manageable lengths for proper handling. Position with salvage edge release strip at high side of roof. Install in shingle fashion, with no laps against the flow of water.

2. Once positioned, lift and fold back lengthwise the lower half of the membrane, remove the split release film, and press firmly into place. Repeat with the other (high side of the roof) half of the membrane. Follow the same layout and split release film procedures as for HPR SA FR Base Sheet, but overlap sidelaps 4 inches (100 mm) and endlaps 8 inches (203 mm).

3. Use a heavy, weighted roller over the entire surface of the StressPly SA FR Mineral sheet to secure it in place and prevent voids, working outward from the center of the sheet.

4. As subsequent membrane lengths are installed, remove the selvage edge release strip just prior to overlapping to keep the adhesive area protected and clean. Cut endlaps at opposing diagonal corners at a 45 degree angle approximately 4 inches (100 mm) from the corners to minimize "T" seams. Use Flashing Bond or Garla-Flex trowel grade, over the full 8 inch (200 mm) width of each endlap prior to overlapping. Apply a uniform 1/8 to 1/4 inch (3 to 6 mm) troweling of the Flashing Bond or Garla-Flex the full width of the endlaps to the underlying membrane; then install the overlapping sheet.

5. Always apply Flashing Bond or Garla-Flex the width of any overlap when applying the StressPly SA FR Mineral cap over another mineral surface such as the StressPly SA FR Mineral endlap.

6. Install HPR SA FR Base Sheet and StressPly SA FR Mineral at vertical and other flashing over the already installed StressPly SA FR Mineral field plies.

D. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives in accordance with Garland's recommendations.

E. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114 and in accordance with Garland's recommendations.

F. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance with in accordance with Garland's recommendations.

G. Termination Bar: Provide metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.

H. Flashing Base Ply: At all vertical and other flashing details, install HPR SA FR Base Sheet and StressPly SA FR Mineral over the already installed StressPly SA FR Mineral field plies.1. Prime the horizontal surface with SA Primer at a rate of 0.5 gal per 100 sq.ft. and

allowed to dry.2. Over installed StressPly SA FR Mineral field plies apply a 3 foot (0.9 m) wide HPR SA

FR Base Sheet extending a minimum of 10 inches (254 mm) onto the field of the roof. Apply a uniform 1/8 to 1/4 inch (3 to 6 mm) thick troweling of Flashing Bond or Garla-Flex, on to the existing StressPly SA FR Mineral field cap.

3. If adhesion is not sufficient on the laps apply Flashing Bond or Garla-Flex at a 1/8 to 1/4 inch (3-6 mm) thick to fully seal laps before application of StressPly SA FR Mineral.

4. Before installing StressPly SA FR Mineral flashing ply to mineral surfaced field ply, apply Flashing Bond or Garla-Flex, wherever the membrane overlaps onto mineral surfacing. Proceed with StressPly SA FR Mineral cap sheet installation. Apply a 3 foot (0.9 m) wide StressPly SA FR mineral extending a minimum of 10 inches (254 mm) onto the field of the roof, being sure to cover the base ply.

07550-48

5. Once the membrane has had a chance to bond, check all laps and joints for full adhesion. If the membrane can be lifted at any area it is not properly adhered. Use a seam probing tool to check for small voids at laps. If necessary, use appropriate hand-held hot air welding tool and seam roller to seal small un-bonded areas.

I. Flood Coat/Aggregate:1. Install after cap sheets and modified flashing, tests, repairs and corrective actions




J. Surface Coatings: Apply roof coatings in strict conformance with the manufacturer's recommended procedures.

K. Flashing Cap Ply: Apply as specified for Flashing Base Ply in strict conformance with the manufacturer's recommended procedures.

L. Roof Walkways: Provide walkways in areas indicated on the Drawings.

3.8 INSTALLATION TORCH APPLIED 2-PLY ASPHALT ROOFING


B. Base Ply: Install torch base sheet to a properly prepared substrate. Shingle in proper direction to shed water on each area of roofing.1. Lay out the roll in the course to be followed and unroll 6 feet (1.8 m).2. Using a roofing torch, heat the surface of the coiled portion until the burn-off backer

melts away. At this point, the material is hot enough to lay into the substrate. Progressively unroll the sheet while heating and press down with your foot to insure a proper bond.

3. After the major portion of the roll is bonded, re-roll the first 6 feet (1.8 m) and bond it in a similar fashion.

4. Repeat this operation with subsequent rolls with side laps of 4 inches (101 mm) and end laps of 8 inches (203 mm).

5. Give each lap a finishing touch by passing the torch along the joint and spreading the melted bitumen evenly with a rounded trowel to insure a smooth, tight seal.

6. Extend underlayment 2 inches (50 mm) beyond top edges of cants at wall and projection bases.

7. Install base flashing ply to all perimeter and projections details.

C. Modified Cap (Ply) Sheet: Over torch base sheet underlayment, lay out the roll in the course to be followed and unroll 6 feet (1.8 m). Stagger seams over the torch base sheet seams.1. Using a roofing torch, heat the surface of the coiled portion until the burn-off backer

melts away. At this point, the material is hot enough to lay into the substrate. Progressively unroll the sheet while heating and press down with your foot to insure a proper bond.

2. After the major portion of the roll is bonded, re-roll the first 6 feet (1.8 m) and bond it in a similar fashion.

3. Repeat this operation with subsequent rolls with side laps of 4 inches (101 mm) and end laps of 8 inches (203 mm).

4. Give each lap a finishing touch by passing the torch along the joint and spreading the melted bitumen evenly with a rounded trowel to insure a smooth, tight seal.

07550-49

D. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.

E. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.1. Provide nailers at all roof perimeters and penetrations for fastening membrane



contraction between each length or change of direction.4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss

Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.

F. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance with the SMACNA "Architectural Sheet Metal Manual" or the NRCA Roofing Waterproofing manual.

G. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.

H. Flashing Base Ply: Seal all curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.1. Prepare all walls, penetrations, expansion joints, and other surfaces to be flashed with

asphalt primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.2. Adhere modified flashing base to the underlying base flashing ply with specified

flashing ply adhesive. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.

3. Solidly adhere the entire sheet of flashing membrane to the substrate. Tops of all flashings that are not run up and over curb shall be secured through termination bar 6 inches (152 mm) and sealed at top

4. Seal all vertical laps of flashing membrane with a three-course application of trowel-grade mastic and fiberglass mesh.

5. Coordinate counter flashing, cap flashings, expansion joints, and similar work with modified bitumen roofing work.

6. Coordinate roof accessories, miscellaneous sheet metal accessory items, including piping vents and other devices with the roofing system work. When using mineralized cap sheet all stripping plies type IV felt / Versiply 40 shall be installed prior to cap sheet installation.

I. Flood Coat/Aggregate:1. Install after cap sheets and modified flashing, tests, repairs and corrective actions




J. Flashing Cap Ply: Install flashing cap sheets by the same application method used for the base ply.

07550-50

1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.








K. Roof Walkways: Provide walkways in areas indicated on the Drawings.

3.9 INSTALLATION EDGE TREATMENT AND ROOF PENETRATION FLASHING

A. Fabricated Flashings: Fabricated flashings and trim are provided as specified in Section 07620.1. Fabricated flashings and trim shall conform to the detail requirements of SMACNA

"Architectural Sheet Metal Manual" and/or the Copper Development Association "Copper in Architecture - Handbook" as applicable.

B. Manufactured Roof Specialties: Manufactured copings, facia, gravel stops, control joints, expansion joints, joint covers and related flashings and trim are provided as specified in Section 07710.1. Manufactured roof specialties shall conform to the detail requirements of SMACNA

"Architectural Sheet Metal Manual" and/or the National Roofing Contractor's Association "Roofing and Waterproofing Manual" as applicable.

C. Metal Edge:1. Inspect the nailers to assure proper attachment and configuration.2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring

shank nails at 8 inches (203 mm) o.c.3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.4. Install new metal edge hooked to continuous cleat and set in bed of roof cement.

Fasten flange to wood nailers every 3 inches (76 mm) o.c. staggered.5. Prime metal edge at a rate of 100 square feet per gallon and allow to dry. Do not

prime for Green-Lock System lightly sand metal to improve bond.6. Strip in flange with base flashing ply covering entire flange in bitumen with 6 inches

(152 mm) on to the field of roof. Assure ply laps do not coincide with metal laps.7. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9

inches (228 mm) on to the field of the roof. Seal outside edge with rubberized cement.

D. Pre-Manufactured Flash-less Snap-On Metal Edge System:1. Position base ply of the Built-Up and/or Modified Roofing membrane over the roof

edge covering nailers completely, fastening eight (8) inches on center. Install membrane and cap sheet with proper material and procedure according to manufacturer's recommendations. Cap sheet shall stop at the edge of the roof and shall not turn over the edge of the nailer.

07550-51

2. Prior to installing the base anchor, assure a level plane is present. If not, shim the roof edge surface as required.

3. Extruded base anchor: Apply two 1/4" beads of Green-Lock Sealant XL or equal on the bottom surface of the top flange of the extruded anchor.

4. Set the extruded anchor on the edge and face fasten through pre-punched slots every 18 inches o.c. for 5.75 inch face fascia, and 18 inches o.c. staggered for any fascia size greater than 5.75 inches. Begin fastening 6 inches from ends.

5. Install Green-Lock Sealant XL or equal at the ends of the base frame to prevent water from running between base anchor joints.

6. Install compression seals every 40 inches on center in the slots located at the top of the extruded anchor.

7. Install fascia cover setting the top flange over the top flange and compression seals of the base anchor. Assure compression seals are in place during this process. Beginning on one end and working towards the opposite end, press downward firmly (do not rotate) until "snap" occurs and cover is engaged along entire length of miter.

8. Install splice plate at each end of the base anchor and fascia cover prior to the installation of the next adjacent ten foot piece.

E. Pre-Manufactured Snap-On Metal Edge System:1. Position base plies of the built-up and/or modified roofing membrane over the roof

edge covering nailers completely, fastening 8 inches (203 mm) on center. Install membrane and cap sheet with proper material and procedure according to manufacturer's recommendations.

2. Cant Dam: Install Cant Dam overlapping Cant a minimum of 1 inch. Fasten Cant Dam through the top of nailer and outside face in accordance with ANSI/SPRI ES-1 test report.

3. BUR or Modified Flashing: Prime Cant Dam at a rate of 100 square feet per gallon and allow to dry.

4. Strip in Cant Dam with base flashing membrane extending 6 inches (152 mm) into roof field, followed with a cap sheet extending 9 inches into the roof field. Install membrane and cap sheet with proper material and procedure according to manufacturer's recommendations.

5. Fascia Cover: Install fascia cover with splice plate under one end by pressing downward firmly until "snap" occurs and cover is engaged along entire length of miter. Field cut where necessary with fine tooth saw.

6. Sealant is to be placed between splice plates on metal edge pieces.7. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9

inches (228 mm) on to the field of the roof.

F. Raised Metal Edge:1. Inspect the nailer to assure proper attachment and configuration.2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring

shank nails at 8 inches (203 mm) o.c.3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.4. Install new metal edge hooked to continuous cleat and set in bed of roof cement.

Fasten flange to wood nailer every 3 inches (76 mm) o.c. staggered.5. Prime metal edge at a rate of 100 square feet per gallon and allow to dry. Do not


(152 mm) on to the field of roof. Assure ply laps do not coincide with metal laps.7. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9


G. Raised Metal Edge Cap:1. Inspect the nailer to assure proper attachment and configuration.2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring

07550-52

shank nails at 8 inches (203 mm) o.c.3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.4. Strip in cant dam with base flashing ply covering entire vertical area in bitumen with 6

inches (152 mm) on to the field of the roof. Assure ply laps do not coincide with metal laps.

5. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof.

6. Install new metal edge hooked to continuous cleat and set in bed of roof cement.7. Attach metal edge with approved fasteners and neoprene washers at 8 inches (203

mm) o.c.

H. Roof Edge With Gutter:1. Inspect the nailer to assure proper attachment and configuration. Increase slope at

metal edge by additional degree of slope in first board.2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring

shank nails at 8 inches (203 mm) o.c.3. Install gutter and strapping.4. Install continuous cleat and fasten at 6 inches (152 mm) o.c.5. Install new metal edge hooked to continuous cleat and set in bed of roof cement.

Fasten flange to wood nailer every 3 inches (76 mm) o.c. staggered.6. Prime metal edge at a rate of 100 square feet per gallon and allow to dry. Do not


(152 mm) onto the field of the roof. Assure ply laps do not coincide with metal laps.8. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9


I. Scupper Through Roof Edge:1. Inspect the nailer to assure proper attachment and configuration.2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring

shank nails at 8 inches (203 mm) o.c.3. Install a scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are

soldered and have a minimum 4 inch (101 mm) flange. Make sure all corners are closed and soldered. Prime scupper at a rate of 100 square feet per gallon and allow to dry.

4. Fasten flange of scupper box to nailer every 3 inches (76mm) o.c. staggered.5. Strip in edge with base flashing ply covering entire area in bitumen with 6 inches (152

mm) on to the field of the roof.6. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9

inches (228 mm) on to the field of the roof. Apply a three-course application of mastic and mesh at all seams.

J. Scupper Through Wall:1. Inspect the nailer to assure proper attachment and configuration.2. Run one ply over nailer, into scupper hole and up flashing as in typical wall flashing

detail. Assure coverage of all wood nailers.3. Install a scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are


4. Fasten flange of scupper box every 3 inches (76 mm) o.c. staggered.5. Strip in flange of scupper box with base flashing ply covering entire area with 6 inch

(152 mm) overlap on to the field of the roof and wall flashing.6. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9


07550-53

K. Scupper Through Wall (Overflow):1. Inspect the nailer to assure proper attachment and configuration.2. Run one ply over nailer up the overflow, into the scupper hole and up flashing as in

typical wall flashing detail. Assure coverage of all wood nailers.3. Install scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are


4. Fasten flange of scupper box every 3 inches (76 mm) o.c. staggered.5. Strip in flange scupper box with base flashing ply covering entire area with 6 inch (152

mm) overlap on to the field of the roof and wall flashing.6. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9


L. Coping Cap:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum

flashing height is 24 inches (609 mm). Prime vertical wall at a rate of 100 square feet per gallon and allow to dry.

2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Attach tapered board to top of wall.4. Install base flashing ply covering entire wall and wrapped over top of wall and down

face with 6 inches (152 mm) on to field of roof and set in cold asphalt. Nail membrane at 8 inches (203 mm) o.c.

5. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Apply a three-course application of mastic and mesh at all seams and allow to cure and aluminize.

6. Install continuous cleat and fasten at 6 inches (152 mm) o.c. to outside wall.7. Install new metal coping cap hooked to continuous cleat.8. Fasten inside cap 24 inches (609 mm) o.c. with approved fasteners and neoprene

washers through slotted holes, which allow for expansion and contraction.

M. Pre-manufactured Snap-On Coping Cap:1. Install miters first.2. Position base flashing of the Built-Up and/or Modified Roofing membrane over the

wall edge covering nailers completely, fastening 8 inches on center. Install membrane and cap sheet with proper material and procedure according to manufacturer's recommendations.

3. Install minimum 16 gauge, 16 inch long by specified width anchor chair at [Contact Garland Representative] feet on center.

4. Install 6 inch wide splice plate by centering over 16 inch long by specified width anchor chair. Apply two beads of sealant to either side of the splice plate's center. Approximately 2 inches from the coping cap joint. Install Coping Cap by hooking outside hem of coping on outside face of anchor chair. Press downward on inside edge of coping until "snap" occurs and hem is engaged on the entire chair.

N. Surface Mounted Counterflashing/Coping Cap:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime

vertical wall at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to field

of roof.4. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9

inches (228 mm) on to the field of the roof. Apply a three-course application of mastic and mesh at all seams and allow to cure and aluminize.

5. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl

07550-54

tape and into wall. Alternatively use caulk to replace the butyl tape.6. Secure counterflashing set on butyl tape above flashing. Fasten 8 inches (203 mm)

o.c. and caulk top of counterflashing.7. Attach tapered board to top of wall (minimum slope 1/4 -12). Do not use organic

fiberboard or perlite.8. Cover tapered board and all exposed wood with base flashing ply. Fasten inside and

out at 8 inches (203 mm) o.c.9. Install continuous cleat and fasten at 6 inches (152 mm) o.c. to outside wall.10. Install new metal coping cap hooked to continuous cleat.11. Fasten inside of cap 24 inch (609 mm) o.c. with approved fasteners and neoprene

washers.

O. Surface Mounted Counterflashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum

flashing height is 24 inches (609 mm). Prime vertical wall at a rate of 100 square feet per gallon and allow to dry.

2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to field

of the roof.4. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9

inches (228 mm) on to the field of the roof. Apply a three-course application of mastic and mesh at all vertical seams and allow to cure and aluminize.

5. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl tape and into wall. Alternatively use caulk to replace the butyl tape.

6. Secure counterflashing set on butyl tape above flashing at 8 inches (203 mm) o.c. and caulk top of counterflashing.

P. Reglet Mounted Counterflashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum

flashing height is 24 inches. Prime vertical wall at a rate of 100 square feet per gallon and allow to dry.

2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to field



5. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl tape and into wall. Alternatively use caulk to replace the butyl tape.

6. Cut reglet in masonry one joint above flashing.7. Secure reglet counterflashing with expansion fasteners and caulk reglet opening.

Q. Through Wall Counterflashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime

vertical wall at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall with 6 inches (152 mm) on to field of the roof.4. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9


5. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl tape and into wall at 8 inches (203 mm) o.c. Alternatively use caulk to replace the butyl tape.

6. Install counterflashing in through wall reglet.

R. Base Flashing For Non-Supported Deck:

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1. Inspect the nailer to assure proper attachment and configuration. The wood cant strip should be mechanically attached to the vertical and horizontal wood nailers.

2. Install compressible insulation in neoprene cradle between wall and vertical wood nailer.

3. Prime vertical wall at a rate of 100 square feet per gallon and allow to dry.4. Install base flashing ply covering entire wall and wrapped to top of wood nailer with 6

inches (152 mm) on to field of the roof. Nail membrane at 8 inches (203 mm) o.c.5. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9


6. Attach counterflashing through wall flashing at a spacing of 24 inches (609 mm) o.c.

S. Manufactured Wall Panel W/Modified Roof/Flashing (Slip Flashing):1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime



5. Install manufacturer's standard hat channel into the top of the modified membrane to act as a termination bar.

6. Install hat channels vertically spaced up the wall and fastened in accordance with the wind uplift calculation requirements.

7. Install the uppermost hat channel at the bottom edge of the coping cap. Insert rigid insulation between the hat channels. Place manufacturer's standard seam tape on top of all hat channels.

8. Fasten the first manufactured wall panel vertically plumb and fasten every ) inches (152 mm) o.c.

9. Install adjoining panels by engaging the opposing interlocking seam and fastening as described above.

10. Complete inside and outside corners by installing pre-fabricated corners or job site braking a full width panel to accommodate the corner, so that the sides engage the lock of the panels to the corner areas.

11. Trim excess seam tape and seam raw edges with manufacturer's recommended sealant.

12. Fasten slip flashing to existing coping cap with a waterproof rivet every 24 inches (609 mm) o.c. to act as a counterflashing over the manufactured wall panel.

T. Manufactured Wall Panel W/Modified Bitumen Roof/Flashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime



5. Install manufacturer's standard hat channel into the top of the modified membrane to act as a termination bar.

6. Install hat channels vertically spaced up the wall and fastened in accordance with the wind uplift calculation requirements.

7. Install the uppermost hat channel at the bottom edge of the coping cap. Insert rigid insulation between the hat channels. Apply manufacturer' standard seam tape on top of all hat channels.

8. Fasten the first manufactured wall panel vertically plumb and fasten every 6 inches (152 mm) o.c.

07550-56


10. Complete inside and outside corners by installing pre-fabricated corners or job site braking a full width panel to accommodate the corner so that the sides engage the lock of the panels to the corner areas.


U. Expansion Joint:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Chamfer top of

curb. Prime vertical curb at a rate of 100 square feet per gallon and allow to dry.2. Mechanically attach wood cant to expansion joint nailers. Run all field plies over cant

a minimum of 2 inches (50 mm).3. Install compressible insulation in neoprene cradle.4. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to

field of the roof.5. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9

inches (228 mm) on to the field of the roof. Attach top of membrane to top of curb and nail at 8 inches (203 mm) o.c. Apply a three-course application of mastic and mesh at all vertical seams and allow to cure and aluminize.

6. Install pre-manufactured expansion joint cover. Fasten sides at 12 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.

V. Area Divider:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

curb at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm)on to field



5. Install pre-manufactured cover. Fasten sides at 24 inches (609 mm) o.c. with fasteners and neoprene washers through slotted holes. Furnish all joint cover laps with butyl tape between metal covers.

W. Equipment Support:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to



5. Install pre-manufactured cover. Fasten sides at 24 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.

6. Set equipment on neoprene pad and fasten as required by equipment manufacturer.

X. Curb Detail/Air Handling Station:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

at a rate of 100 square feet per gallon and allow to dry.

07550-57

2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to



5. Install pre-manufactured counterflashing with fasteners and neoprene washers or per manufacturer's recommendations.


Y. Skylight:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical



inches (228 mm) on to the field of the roof. Attach top of membrane to top of wood nailer and apply a three-course application of mastic and mesh. Allow to cure and aluminize.

5. Install pre-manufactured lens and fasten flashing sides at 8 inches (203 mm) o.c. with fasteners and neoprene washers.

Z. Skylight With Protection Screen:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical



inches (228 mm) on to the field of the roof. Attach top of membrane to top of wood nailer and apply a three-course application of mastic and mesh. Allow to cure and aluminize.

5. Install pre-manufactured lens and fasten flashing sides at 8 inches (203 mm) o.c. with fasteners and neoprene washers.

6. Install OSHA compliant, compression mounted skylight protection screen per membranes manufacturer's written instructions.

AA. Pre-manufactured Curb For Equipment Support:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

at a rate of 100 square feet per gallon and allow to dry.2. Run all field plies over cant of the pre-manufactured equipment support a minimum of

2 inches.3. Install base flashing ply covering pre-manufactured curb with 6 inches (152 mm) on to

field of the roof.4. Install a second ply of modified flashing ply installed over the base flashing ply, 9

inches (228 mm) on to field of the roof. Attach top of membrane to top of wood curb and nail at 8 inches (203 mm) o.c. Apply a three-course application of mastic and mesh at all vertical seams and allow to cure and aluminize.

5. Install pre-manufactured cover. Fasten sides at 24 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.


BB. Exhaust Fan:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

07550-58

at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering curb with 6 inches (152 mm) on to field of the roof.4. Install a second ply of modified flashing ply installed over the base flashing ply, 9


5. Install metal exhaust fan over the wood nailers and flashing to act as counterflashing. Fasten per manufacturer's recommendation.

CC. Passive Vent/Air Intake:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering curb with 6 inches (152mm) on to the field of the

roof.4. Install a second ply of modified flashing ply installed over the base flashing ply, 9


5. Install passive vent/air intake over the wood nailers and flashing to act as counterflashing. Fasten per manufacturer's recommendations.

DD. Roof Drain:1. Plug drain to prevent debris from entering plumbing.2. Taper insulation to drain minimum of 24 inches (609 mm) from center of drain.3. Run roof system plies over drain. Cut out plies inside drain bowl.4. Set lead/copper flashing (30 inch square minimum) in 1/4 inch bed of mastic. Run

lead/copper into drain a minimum of 2 inches (50 mm). Prime lead/copper at a rate of 100 square feet per gallon and allow to dry.

5. Install base flashing ply (40 inch square minimum) in bitumen.6. Install modified membrane (48 inch square minimum) in bitumen.7. Install clamping ring and assure that all plies are under the clamping ring.8. Remove drain plug and install strainer.

EE. Roof Drain Alternate:1. Plug drain to prevent debris from entering plumbing.2. Taper insulation to drain minimum of 24 inches (609 mm) from center of drain.3. Install two base flashing plies (40 inch square minimum) in bitumen.4. Set lead/copper flashing (30 inch square minimum) in 1/4 inch (6 mm) bed of mastic.

Run lead/copper into drain a minimum of 2 inches (50 mm). Prime lead/copper at a rate of 100 square feet per gallon and allow to dry.

5. Run roof system plies over drain. Cut out plies inside drain bowl.6. Install modified membrane (48 inch square minimum) in bitumen.7. Install clamping ring and assure that all plies are under the clamping ring.8. Remove drain plug and install strainer.

FF. Plumbing Stack:1. Minimum stack height is 12 inches (609 mm).2. Run roof system over the entire surface of the roof. Seal the base of the stack with

elastomeric sealant.3. Prime flange of new sleeve. Install properly sized sleeves set in 1/4 inch (6 mm) bed

of roof cement.4. Install base flashing ply in bitumen.5. Install membrane in bitumen.6. Caulk the intersection of the membrane with elastomeric sealant.

07550-59

7. Turn sleeve a minimum of 1 inch (25 mm) down inside of stack.

GG. Heat Stack:1. Minimum stack height is 12 inches (609 mm).2. Run roof system over the entire surface of the roof. Seal the base of the stack with


of roof cement.4. Install base flashing ply in bitumen.5. Install modified membrane in bitumen.6. Caulk the intersection of the membrane with elastomeric sealant.7. Install new collar over cape. Weld collar or install stainless steel draw brand.

HH. Pitch Pocket:1. Run all plies up to the penetration.2. Place the pitch pocket over the penetration and prime all flanges.3. Strip in flange of pitch pocket with one ply of base flashing ply. Extend 6 inches (152

mm) onto field of roof.4. Install second layer of modified membrane extending 9 inches (228 mm) onto field of

the roof.5. Fill pitch pocket half full with non-shrink grout. Let this cure and top off with pourable

sealant.6. Caulk joint between roof system and pitch pocket with roof cement.

II. Pitch Pocket Umbrella:1. Run all plies up to the penetration.2. Place the pitch pocket over the penetration and prime all flanges.3. Strip in flange of pitch pocket with one ply of base flashing ply. Extend 6 inches (152

mm) onto field of roof.4. Install second layer of modified membrane extending 9 inches (228 mm) onto field of

the roof.5. Fill pitch pocket half full with non-shrink grout. Let this cure and top off with pourable

sealant.6. Caulk joint between roof system and pitch pocket with roof cement.7. Place a watershedding type bonnet over the top of the pitch pocket and clamp the top

with a drawband collar. Caulk the upper edge of the band with an elastomeric sealant.

JJ. Liquid Flashing:1. Mask target area on roof membrane with tape.2. Clean all non-porous areas with isopropyl alcohol.3. Apply 32 wet mil base coat of liquid flashing over masked area.4. Embed polyester reinforcement fabric into the base coat of the liquid flashing.5. Apply 48-64 wet mil top coat of the liquid flashing material over the fabric extending 2

inches (51 mm) past the scrim in all directions.6. Apply minerals immediately or allow the liquid flashing material to cure 15-30 days

and then install reflective coating.

KK. Metal Edge:1. Inspect the nailers to assure proper attachment and configuration.2. Run base ply over the edge. Assure coverage of all wood nailers.3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.4. Install new metal edge hooked to continuous cleat and set in bed of roof cement.

Fasten flange to wood nailers every 3 inches (76 mm) o.c. staggered.5. Prime metal edge and allow to dry. Do not prime when Green-Lock Membrane

Adhesive is used for the base ply lightly sand metal to improve bond.6. Strip in flange with base flashing ply covering entire flange in bitumen with 6 inches

(152 mm) on to the field of roof. Assure ply laps do not coincide with metal laps.

07550-60

7. Install the thermoplastic Cap Ply in bitumen or foam adhesive over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Heat weld outside edge of the membrane to the Thermoplastic Cap Ply of the field.

LL. Pre-Manufactured Flash-less Snap-On Metal Edge System:1. Position base ply of the Built-Up and/or Modified Roofing membrane over the roof

edge covering nailers completely, fastening eight (8) inches on center. Install membrane and thermoplastic cap ply with proper material and procedure according to manufacturer's recommendations. Thermoplastic cap ply shall stop at the edge of the roof and shall not turn over the edge of the nailer.

2. Prior to installing the base anchor, assure a level plane is present. If not, shim the roof edge surface as required.

3. Extruded base anchor: Apply two 1/4" beads of Green-Lock Sealant XL or equal on the bottom surface of the top flange of the extruded anchor.

4. Set the extruded anchor on the edge and face fasten through pre-punched slots every 18 inches o.c. for 5.75 inch face fascia, and 18 inches o.c. staggered for any fascia size greater than 5.75 inches. Begin fastening 6 inches from ends.

5. Install Green-Lock Sealant XL or equal at the ends of the base frame to prevent water from running between base anchor joints.

6. Install compression seals every 40 inches on center in the slots located at the top of the extruded anchor.

7. Install fascia cover setting the top flange over the top flange and compression seals of the base anchor. Assure compression seals are in place during this process. Beginning on one end and working towards the opposite end, press downward firmly (do not rotate) until "snap" occurs and cover is engaged along entire length of miter.

8. Install splice plate at each end of the base anchor and fascia cover prior to the installation of the next adjacent ten foot piece.

MM. Pre-Manufactured Snap-On Metal Edge System:1. Position base ply over the roof edge covering nailers completely, fastening 8 inches

(203 mm) on center. Install base ply and thermoplastic cap ply with proper material and procedure according to manufacturer's recommendations.

2. Cant Dam: Install Cant Dam overlapping Cant a minimum of 1 inch. Fasten Cant Dam through the top of nailer and outside face in accordance with ANSI/SPRI ES-1 test report.

3. Prime Cant Dam and allow to dry.4. Strip in Cant Dam with base flashing ply extending 6 inches (152 mm) onto the base

field ply, followed with a thermoplastic cap ply extending 9 inches onto the thermoplastic cap field ply. Install base ply and thermoplastic cap ply with proper material and procedure according to manufacturer's recommendations.

5. Fascia Cover: Install fascia cover with splice plate under one end by pressing downward firmly until "snap" occurs and cover is engaged along entire length of miter. Field cut where necessary with fine tooth saw.

6. Sealant is to be placed between splice plates on metal edge pieces.7. Install a second ply of thermoplastic cap flashing ply heat welded over the

thermoplastic cap ply, 9 inches (228 mm) on to the field of the roof.

NN. Raised Metal Edge:1. Inspect the nailer to assure proper attachment and configuration.2. Run base ply over the edge. Assure coverage of all wood nailers. Fasten plies with

ring shank nails at 8 inches (203 mm) o.c.3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.4. Install new metal edge hooked to continuous cleat and set in bed of roof cement.

Fasten flange to wood nailer every 3 inches (76 mm) o.c. staggered.5. Prime metal edge and allow to dry. Do not prime for Green-Lock System lightly sand

metal to improve bond.

07550-61

6. Strip in flange with base flashing ply covering entire flange in bitumen with 6 inches (152 mm) on to the field of roof. Assure ply laps do not coincide with metal laps.

7. Install a second ply of thermoplastic cap flashing ply heat welded over the thermoplastic cap ply, 9 inches (228 mm) on to the field of the roof.

OO. Raised Metal Edge Cap:1. Inspect the nailer to assure proper attachment and configuration.2. Run base ply over the edge. Assure coverage of all wood nailers. Fasten plies with

ring shank nails at 8 inches (203 mm) o.c.3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.4. Strip in cant dam with base flashing ply covering entire vertical area in bitumen with 6

inches (152 mm) on to the field of the roof. Assure ply laps do not coincide with metal laps.

5. Install a second ply of thermoplastic cap flashing ply heat welded over the thermoplastic cap ply, 9 inches (228 mm) on to the field of the roof.

6. Install new metal edge hooked to continuous cleat and set in bed of roof cement.7. Attach metal edge with approved fasteners and neoprene washers at 8 inches (203

mm) o.c.

PP. Roof Edge With Gutter:1. Inspect the nailer to assure proper attachment and configuration. Increase slope at

metal edge by additional degree of slope in first board.2. Run base ply over the edge. Assure coverage of all wood nailers.3. Install gutter and strapping.4. Install continuous cleat and fasten at 6 inches (152 mm) o.c.5. Install new metal edge hooked to continuous cleat and set in bed of roof cement.

Fasten flange to wood nailer every 3 inches (76 mm) o.c. staggered.6. Prime metal edge and allow to dry. Do not prime for Green-Lock System lightly sand

metal to improve bond.7. Strip in flange with base flashing ply covering entire flange in bitumen with 6 inches

(152 mm) onto the field of the base ply. Assure ply laps do not coincide with metal laps.

8. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or foam adhesive.

9. Install a second ply of thermoplastic flashing cap ply heat welded over the thermoplastic cap ply, 9 inches (228 mm) on to the field of the roof.

QQ. Scupper Through Roof Edge:1. Inspect the nailer to assure proper attachment and configuration.2. Run base ply over the edge. Assure coverage of all wood nailers.3. Install a scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are

soldered and have a minimum 4 inch (101 mm) flange. Make sure all corners are closed and soldered. Prime scupper and allow to dry.

4. Fasten flange of scupper box to nailer every 3 inches (76mm) o.c. staggered.5. Strip in edge with base flashing ply covering entire area in bitumen with 6 inches (152

mm) on to the field of base ply of the roof.6. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or

foam adhesive.7. Install a second ply of thermoplastic flashing cap ply heat welded over the

thermoplastic cap ply, 9 inches (228 mm) on to the field of the roof.8. Heat weld a cover strip over all seams.

RR. Scupper Through Wall:1. Inspect the nailer to assure proper attachment and configuration.2. Run base ply over nailer, into scupper hole and up flashing as in typical wall flashing

detail. Assure coverage of all wood nailers.

07550-62

3. Install a scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are soldered and have a minimum 4 inch (101 mm) flange. Make sure all corners are closed and soldered. Prime scupper and allow to dry.

4. Fasten flange of scupper box every 3 inches (76 mm) o.c. staggered.5. Strip in flange of scupper box with base flashing ply covering entire area with 6 inch

(152 mm) overlap on to the field of the roof and wall flashing.6. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or



SS. Scupper Through Wall (Overflow):1. Inspect the nailer to assure proper attachment and configuration.2. Run base ply over nailer up the overflow, into the scupper hole and up flashing as in

typical wall flashing detail. Assure coverage of all wood nailers.3. Install scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are

soldered and have a minimum 4 inch (101 mm) flange. Make sure all corners are closed and soldered. Prime scupper and allow to dry.

4. Fasten flange of scupper box every 3 inches (76 mm) o.c. staggered.5. Strip in flange scupper box with base flashing ply covering entire area with 6 inch (152

mm) overlap on to the field of the roof and wall flashing.6. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or



TT. Coping Cap:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum

flashing height is 24 inches (609 mm). Prime vertical wall and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering entire wall and wrapped over top of wall and down

face with 6 inches (152 mm) on to the base field ply and set in bitumen. Nail base flashing ply at 8 inches (203 mm) o.c. on the back side of the parapet wall.


5. Install a second ply of thermoplastic flashing cap ply heat welded over the thermoplastic cap field ply, 9 inches (228 mm) on to the field of the roof.

6. Heat weld a cover strip over all seams.7. Install continuous cleat and fasten at 6 inches (152 mm) o.c. to outside wall.8. Install new metal coping cap hooked to continuous cleat.9. Fasten inside cap 24 inches (609 mm) o.c. with approved fasteners and neoprene

washers through slotted holes, which allow for expansion and contraction.

UU. Pre-manufactured Snap-On Coping Cap:1. Install miters first.2. Position base flashing ply over the wall edge covering nailers completely, fastening 8

inches on center. Install base ply and thermoplastic cap ply with proper material and procedure according to manufacturer's recommendations.

3. Install minimum 16 gauge, 16 inch long by specified width anchor chair at [Contact Garland Representative] feet on center.

4. Install 6 inch wide splice plate by centering over 16 inch long by specified width anchor chair. Apply two beads of sealant to either side of the splice plate's center. Approximately 2 inches from the coping cap joint. Install Coping Cap by hooking outside hem of coping on outside face of anchor chair. Press downward on inside

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edge of coping until "snap" occurs and hem is engaged on the entire chair.

VV. Surface Mounted Counterflashing/Coping Cap:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime

vertical wall and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to the

base field ply and set in bitumen.4. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or

foam adhesive.5. Install the thermoplastic flashing ply in bitumen or foam over the base flashing ply, 9

inches (228 mm) on to the field of the roof.6. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl

tape and into wall. Alternatively use caulk to replace the butyl tape.7. Secure counterflashing set on butyl tape above flashing. Fasten 8 inches (203 mm)

o.c. and caulk top of counterflashing.8. Attach tapered board to top of wall (minimum slope 1/4 -12). Do not use organic

fiberboard or perlite.9. Cover tapered board and all exposed wood with base flashing ply. Fasten inside and

out at 8 inches (203 mm) o.c.10. Install continuous cleat and fasten at 6 inches (152 mm) o.c. to outside wall.11. Install new metal coping cap hooked to continuous cleat.12. Fasten inside of cap 24 inch (609 mm) o.c. with approved fasteners and neoprene

washers.

WW. Surface Mounted Counterflashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum

flashing height is 24 inches (609 mm). Prime vertical wall and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to the




tape and into wall. Alternatively use caulk to replace the butyl tape.7. Secure counterflashing set on butyl tape above flashing at 8 inches (203 mm) o.c. and

caulk top of counterflashing.

XX. Reglet Mounted Counterflashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum

flashing height is 24 inches. Prime vertical wall and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to the




tape and into wall. Alternatively use caulk to replace the butyl tape.7. Cut reglet in masonry one joint above flashing.8. Secure reglet counterflashing with expansion fasteners and caulk reglet opening.

YY. Through Wall Counterflashing:

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1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime vertical wall and allow to dry.

2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to the




tape and into wall at 8 inches (203 mm) o.c. Alternatively use caulk to replace the butyl tape.

7. Install counterflashing in through wall reglet.

ZZ. Base Flashing For Non-Supported Deck:1. Inspect the nailer to assure proper attachment and configuration. The wood cant strip

should be mechanically attached to the vertical and horizontal wood nailers.2. Install compressible insulation in neoprene cradle between wall and vertical wood

nailer.3. Prime vertical wall and allow to dry.4. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).5. Install base flashing ply covering entire wall and wrapped to top of wood nailer with 6

inches (152 mm) on to base field ply. Nail membrane at 8 inches (203 mm) o.c. at the top of the wod nailer.


7. Install the thermoplastic flashing ply in bitumen or foam over the base flashing ply, 9 inches (228 mm) on to the field of the roof and run over the top of the wood nailer and secured 8 inches (203 mm) o.c..

8. Attach counterflashing through wall flashing at a spacing of 24 inches (609 mm) o.c.

AAA. Manufactured Wall Panel W/Modified Roof/Flashing (Slip Flashing):1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime




inches (228 mm) on to the field of the roof.6. Install manufacturer's standard hat channel into the top of the modified membrane to

act as a termination bar.7. Install hat channels vertically spaced up the wall and fastened in accordance with the

wind uplift calculation requirements.8. Install the uppermost hat channel at the bottom edge of the coping cap. Insert rigid

insulation between the hat channels. Place manufacturer's standard seam tape on top of all hat channels.

9. Fasten the first manufactured wall panel vertically plumb and fasten every ) inches (152 mm) o.c.


11. Complete inside and outside corners by installing pre-fabricated corners or job site braking a full width panel to accommodate the corner, so that the sides engage the lock of the panels to the corner areas.

12. Trim excess seam tape and seam raw edges with manufacturer's recommended

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sealant.13. Fasten slip flashing to existing coping cap with a waterproof rivet every 24 inches (609

mm) o.c. to act as a counterflashing over the manufactured wall panel.

BBB. Manufactured Wall Panel W/Modified Bitumen Roof/Flashing:1. Minimum flashing height is 8 inches (203 mm) above finished roof height. Prime




inches (228 mm) on to the field of the roof.6. Install manufacturer's standard hat channel into the top of the modified membrane to

act as a termination bar.7. Install hat channels vertically spaced up the wall and fastened in accordance with the

wind uplift calculation requirements.8. Install the uppermost hat channel at the bottom edge of the coping cap. Insert rigid

insulation between the hat channels. Apply manufacturer' standard seam tape on top of all hat channels.

9. Fasten the first manufactured wall panel vertically plumb and fasten every 6 inches (152 mm) o.c.


11. Complete inside and outside corners by installing pre-fabricated corners or job site braking a full width panel to accommodate the corner so that the sides engage the lock of the panels to the corner areas.


CCC. Expansion Joint:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Chamfer top of

curb. Prime vertical curb and allow to dry.2. Mechanically attach wood cant to expansion joint nailers. Run all base field plies over

cant a minimum of 2 inches (50 mm).3. Install compressible insulation in neoprene cradle.4. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to

field of the roof.5. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or


inches (228 mm) on to the field of the roof.7. Install pre-manufactured expansion joint cover. Fasten sides at 12 inches (609 mm)

o.c. with fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.

DDD. Area Divider:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

curb at a rate of 100 square feet per gallon and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to the



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inches (228 mm) on to the field of the roof.6. Install pre-manufactured cover. Fasten sides at 24 inches (609 mm) o.c. with

fasteners and neoprene washers through slotted holes. Furnish all joint cover laps with butyl tape between metal covers.

EEE. Equipment Support:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering the curb set in bitumen with 6 inches (152 mm) on to

the base field ply and set in bitumen.4. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or



fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.


FFF. Curb Detail/Air Handling Station:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering the curb set in bitumen with 6 inches (152 mm) on to

the base field ply and set in bitumen.4. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or


inches (228 mm) on to the field of the roof.6. Install pre-manufactured counterflashing with fasteners and neoprene washers or per

manufacturer's recommendations.7. Set equipment on neoprene pad and fasten as required by equipment manufacturer.

GGG. Skylight:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

and allow to dry.2. Set cant in bitumen. Run all base field plies over cant a minimum of 2 inches (50 mm).3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to the



inches (228 mm) on to the field of the roof.6. Install pre-manufactured lens and fasten flashing sides at 8 inches (203 mm) o.c. with

fasteners and neoprene washers.

HHH. Skylight With Protection Screen:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical




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inches (228 mm) on to the field of the roof.6. Install pre-manufactured lens and fasten flashing sides at 8 inches (203 mm) o.c. with

fasteners and neoprene washers.7. Install OSHA compliant, compression mounted skylight protection screen per

membranes manufacturer's written instructions.

III. Pre-manufactured Curb For Equipment Support:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical

and allow to dry.2. Run all base field plies over the pre-manufactured cant a minimum of 2 inches (50

mm).3. Install base flashing ply covering the pre-manufactured curb set in bitumen with 6

inches (152 mm) on to the base field ply and set in bitumen.4. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or



fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.


JJJ. Exhaust Fan:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical




inches (228 mm) on to the field of the roof.6. Install metal exhaust fan over the wood nailers and flashing to act as counterflashing.

Fasten per manufacturer's recommendation.

KKK. Passive Vent/Air Intake:1. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical




inches (228 mm) on to the field of the roof.6. Install passive vent/air intake over the wood nailers and flashing to act as

counterflashing. Fasten per manufacturer's recommendations.

LLL. Roof Drain:1. Plug drain to prevent debris from entering plumbing.2. Taper insulation to drain minimum of 24 inches (609 mm) from center of drain.3. Run roof system base plies over drain. Cut out plies inside drain bowl.4. Set lead/copper flashing (30 inch square minimum) in 1/4 inch bed of mastic. Run

lead/copper into drain a minimum of 2 inches (50 mm). Prime lead/copper and allow to dry.

5. Install base flashing ply (40 inch square minimum) in bitumen.

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6. Install thermoplastic cap ply (48 inch square minimum) in bitumen or foam adhesive.7. Install clamping ring and assure that all plies are under the clamping ring.8. Remove drain plug and install strainer.

MMM. Plumbing Stack:1. Minimum stack height is 12 inches (609 mm).2. Run roof base ply over the entire surface of the roof. Seal the base of the stack with


of roof cement.4. Install base flashing ply in bitumen.5. Install thermoplastic cap ply in bitumen or foam adhesive.6. Caulk the intersection of the membrane with elastomeric sealant.7. Turn sleeve a minimum of 1 inch (25 mm) down inside of stack.

NNN. Heat Stack:1. Minimum stack height is 12 inches (609 mm).2. Run roof base ply over the entire surface of the roof. Seal the base of the stack with


of roof cement.4. Install base flashing ply in bitumen.5. Install thermoplastic cap ply in bitumen or foam adhesive.6. Caulk the intersection of the membrane with elastomeric sealant.7. Install new collar over cape. Weld collar or install stainless steel draw brand.

OOO. Pitch Pocket:1. Run all base plies up to the penetration.2. Place the pitch pocket over the penetration and prime all flanges.3. Strip in flange of pitch pocket with one ply of base flashing ply. Extend 6 inches (152

mm) onto field of roof.4. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or


inches (228 mm) on to the field of the roof.6. Fill pitch pocket half full with non-shrink grout. Let this cure and top off with pourable

sealant.7. Caulk joint between roof system and pitch pocket with elastomeric sealant.

PPP. Pitch Pocket Umbrella:1. Run all base plies up to the penetration.2. Place the pitch pocket over the penetration and prime all flanges.3. Strip in flange of pitch pocket with one ply of base flashing ply. Extend 6 inches (152

mm) onto field of roof.4. Then install thermoplastic cap field ply run over the base flashing ply in bitumen or


inches (228 mm) on to the field of the roof.6. Fill pitch pocket half full with non-shrink grout. Let this cure and top off with pourable

sealant.7. Caulk joint between roof system and pitch pocket with elastomeric sealant.8. Place a watershedding type bonnet over the top of the pitch pocket and clamp the top

with a drawband collar. Caulk the upper edge of the band with an elastomeric sealant.

3.10 CLEANING

A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose

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particles and other debris resulting from these operations.

B. Remove asphalt markings from finished surfaces.

C. Repair or replace defaced or disfigured finishes caused by Work of this section.

3.11 PROTECTION

A. Provide traffic ways, erect barriers, fences, guards, rails, enclosures, chutes and the like to protect personnel, roofs and structures, vehicles and utilities.

B. Protect exposed surfaces of finished walls with tarps to prevent damage.

C. Plywood for traffic ways required for material movement over existing roofs shall be not less than 5/8 inch (16 mm) thick.

D. In addition to the plywood listed above, an underlayment of minimum 1/2 inch (13 mm) recover board is required on new roofing.

E. Special permission shall be obtained from the Manufacturer before any traffic shall be permitted over new roofing.

3.12 FIELD QUALITY CONTROL

A. Inspection: Provide manufacturer's field observations at start-up and at intervals of approximately 30 percent, 60 percent and 90 percent completion. Provide a final inspection upon completion of the Work.1. Warranty shall be issued upon manufacturer's acceptance of the installation.2. Field observations shall be performed by a Sales Representative employed full-time

by the manufacturer and whose primary job description is to assist, inspect and approve membrane installations for the manufacturer.

3. Provide observation reports from the Sales Representative indicating procedures followed, weather conditions and any discrepancies found during inspection.

4. Provide a final report from the Sales Representative, certifying that the roofing system has been satisfactorily installed according to the project specifications, approved details and good general roofing practice.

3.13 SCHEDULES

A. Base (Ply) Sheet:1. HPR Glasbase: ASTM D 4601 Type II Base Sheet , Asphalt saturated fiberglass base

sheet.a. Meets or Exceeds ASTM D 4601 Type II Performance Criteria.

2. HPR Premium Glasbase: ASTM D 4601 Type II Base Sheet , Premium asphalt saturated fiberglass base sheet.a. Meets or Exceeds ASTM D 4601 Type II Performance Criteria.

3. HPR Tri-Base Premium: 60 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet reinforced with a fiberglass and polyester composite scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147:

1) 2 in/min. @ 73.4 +/- 3.6 deg. F: MD 330 lbf/in XD 330 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 57.7 kN/m XD 57.7 kN/m

b. Tear Strength, ASTM D 5147:1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 550 lbf XD 550 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 2446 N XD 2446 N

c. Elongation at Maximum Tensile, ASTM D 5147:1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 7% XD 9%

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2) 50 mm/min. @ 23 +/- 2 deg. C MD 7% XD 9%4. FlexBase 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base

sheet reinforced with a dual fiberglass reinforced scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 225 lbf/in XD 225 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 39.0 kN/m XD 39 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 1335 N XD 1335 N

c. Elongation at Maximum Tensile, ASTM D51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 7% XD 7%2) 50 mm/min. @ 23 +/- 2 deg. C MD 7% XD 7%

d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34.4 deg. C)5. FlexBase Plus 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

base sheet reinforced with a fiberglass and polyester composite scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 310 lbf/in XD 310 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 54.25 kN/m XD 54.25 kN/m


c. Elongation at Maximum Tensile, ASTM D51471) 2 in/min. @ 73.4 +/- 3.6F MD 8% XD 8%2) 50 mm/min. @ 23 +/- 2 deg. C MD 8% XD 8%

d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34.4 deg. C)6. FlexBase E 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base

sheet reinforced with a fiberglass and polyester composite scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 550 lbf/in XD 550 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 96.2 kN/m XD96.2 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,000 lbf XD 1,000 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 4,448 N XD 4,448 N

c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 9% XD 9%2) 50 mm/min. @ 23 +/- 2 deg. C MD 9% XD 9%

d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)7. StressBase 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base

sheet reinforced with a fiberglass scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/in2) 50mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 110 lbf XD 100 lbf2) 50mm/min. @ 23 +/- 2 deg. C MD 489 N XD 444 N

c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 0 +/- 3.6 deg. F MD 4 % XD 4 %2) 50mm/min@ -17.78 +/- 2 deg. C MD 4 % XD 4 %

d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F ( -40 deg. C)8. StressBase 120: 120 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

base sheet with dual fiberglass reinforced scrim, performance requirements according to ASTM D 5147.

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a. Tensile Strength, ASTM D 51471) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/in2) 50mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m



d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)9. Millennium Base: 80 mil SBS (Styrene-Butadiene-Styrene) polymer modified coal tar

base sheet utilizing polyester and fiberglass reinforcement.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 310 lbf/in XD 310 lbf/in2) 50mm/min. @ 23 +/- 2 deg. C MD 54.25 kN/m XD 54.25 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 500 lbf XD 500 lbf2) 50mm/min. @ 23 +/- +2 deg. C MD 2224 N XD 2224 N

c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 7% XD 8%2) 50mm/min. @ 23 +/- 2 deg. C MD 7% XD 8%

d. Low Temperature Flexibility, ASTM D 5147, Passes -76 deg. F (-60 deg. C)10. HPR Torch Base: 110 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

base sheet reinforced with a fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 1,334 N XD 1,334 N


d. Low Temperature Flexibility, ASTM D5147, Passes -30 deg. F (-34.4 deg. C)11. HPR SA Base Sheet: 80 mil SBS (Styrene-Butadiene-Styrene) self-adhered base

sheet with a woven fiberglass scrim reinforcement.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @73.4 +/- 3.6 deg. F MD 60 lbf/in XD 39 lbf/in2) 50mm/min. @23 +/- 2 deg. C 10.5 kN/m XD 6.8 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 95 lbf2) 50mm/min. @ 23 +/- 2 deg. C 445 N XD 422.70 lbf

c. Elongation at Maximum Tensile, ASTM D 5147)1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 4% XD 4%2) 50mm/min. @ 23 +/- 2 deg. C MD 4% XD 4%

12. Viking CIF-2HM Base Sheet (80 mil): 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane reinforced with a fiberglass scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 100 lbf2) 50mm/min. @ 23 +/- 2 deg. C MD 444.8 N XD 444.8 N

c. Elongation at Maximum Tensile, ASTM D 5147

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1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 2.0 % XD 2.0 %2) 50mm/min@ 23 +/- 2 deg. C MD 2.0 % XD 2.0 %

d. Low Temperature Flexibility, ASTM D 5147, Passes -20 deg. F (-28.8 deg. C)13. Viking CIF-3HM Base Sheet (120 mil): 120 mil SBS (Styrene-Butadiene-Styrene)

rubber modified roofing membrane with dual fiberglass reinforced scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 100 lbf2) 50mm/min. @ 23 +/- 2 deg. C MD 444.8 N XD 444.8 N

c. Elongation at Maximum Tensile, ASTM D51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 2.0 % XD 2.0 %2) 50mm/min@ 23 +/- 2 deg. C MD 2.0 % XD 2.0 %

d. Low Temperature Flexibility, ASTM D 5147, Passes -20 deg. F (-28.8 deg. C)14. Ultra-Shield Torchbase: 110 mil SBS (Styrene-Butadiene-Styrene) rubber modified

roofing base sheet reinforced with a fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 250 lbf XD 250 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 1112N XD 1112N

c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 4.0% XD 4.0%2) 50 mm/min. @ 23 +/- 2 deg. C MD 4.0% XD 4.0%

15. HPR Glasfelt: ASTM D 2178 Type IV, Asphalt saturated fiberglass felt.a. Meets or Exceeds ASTM D 2178 Type IV Performance Criteria.

16. HPR Premium Glasfelt: ASTM D 2178 Type IV, Asphalt saturated fiberglass felt.a. Meets or Exceeds ASTM D 2178 Type IV Performance Criteria.

17. HPR PolyScrim Plus: Continuous filament, point bonded, chemically treated, polyester mat.a. Tensile Strength, ASTM D 5035:

1) MD 101 lbf/in XD 88 lbf/in2) MD 17.7 kN/m XD 15.4 kN/m

b. Tear Strength, ASTM D 5733:1) MD 82.6 lbf XD 75.8 lbf2) MD 14.5 kN/m XD 13.3 kN/m

c. Elongation, ASTM D 5035:1) MD 59.5% XD 67%

18. Viking TG IV: ASTM D4990 Type I, Coal tar saturated fiberglass felt.a. Meets or Exceeds ASTM D 4990 Type I Performance Criteria.

19. Viking TG VI: ASTM D4990 Type I, Premium Coal tar saturated fiberglass felt.a. Meets or Exceeds ASTM D 4990 Type I Performance Criteria.

B. Thermoplastic/Modified Cap (Ply) Sheet:1. KEE-Stone FB 60: 60 mil thermoplastic, ketone ethylene ester (KEE) roofing

membrane with polyester scrim. ASTM D6754a. Breaking Strength, ASTM D 751, Proc. B, strip

1) 375 lbf. (1,668 N)b. Tear Strength ASTM D 751

1) 120 lbf. min. (534 N)c. Elongation at Break (%), ASTM D 751, Proc. B, Strip

1) 40.0%

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2. OptiMax: 80 mil mineral surfaced, polyurethane modified roofing membrane with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade Sa. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes 0 deg. F (-18 deg. C)3. OptiMax FR Mineral: 145 mil mineral surfaced, polyurethane modified roofing

membrane with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade Ga. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes 0 deg. F (-18 deg. C)4. BiFlex: 120 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane

with fiberglass reinforced scrim. ASTM D 6163, Type I Grade Sa. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 110 lbf2) 50mm/min. @ 23 +/- 2 deg. C MD 444.8 N XD 490 N

c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 0 +/- 3.6 deg. F MD 5 % XD 5 %2) 50mm/min@ -17.78 +/- 2 deg. C MD 5% XD 5 %

d. Low Temperature Flexibility, ASTM D 5147, Passes -35 deg. F (-37.2 deg. C)5. BiFlex Mineral: 140 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

membrane with fiberglass reinforced scrim. ASTM D 6163, Type I Grade Ga. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 110 lbf XD 100 lbf2) 50mm/min. @ 23 +/- 2 deg. C MD 490 N XD 444.8 N


d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F -34.4 deg. C)6. VersiPly 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

membrane with dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade Ga. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 5147

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1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 1335 N XD 1335 N


d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34.4 deg. C)7. VersiPly Mineral: 145 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced, rubber

modified roofing membrane with dual fiberglass reinforced scrim. ASTM D6163, Type III Grade Sa. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. FMD 4.5% XD 4.5%2) 50 mm/min. @ 23 +/- 2 deg. C MD 4.5% XD 4.5%

d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg. C)8. StressPly: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

membrane with dual fiberglass reinforced scrim and superior low temperature capabilities. ASTM D 6163, Type III Grade Sa. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -50 deg. F (-46 deg. C)9. StressPly FR Mineral: 145 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced,

rubber modified roofing membrane with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade Ga. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbf2) (50 mm/min. @ 23 +/- 2 deg. C MD 1335 N XD 1335 N


d. Low Temperature Flexibility, ASTM D 5147, Passes -15 deg. F (-26 deg. C)10. StressPly Plus: 105 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

membrane incorporating recycled rubber and reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade Sa. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6F MD 8% XD 8%

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2) 50 mm/min. @ 23 +/- 2 deg. C MD 8% XD 8%d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg. C)

11. StressPly Plus FR Mineral: 155 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced, rubber modified roofing membrane reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade Ga. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg. C)12. StressPly E (Environmental): 115 mil SBS and SIS (Styrene-Butadiene-Styrene and

Styrene-Isoprene-Styrene) rubber modified roofing membrane reinforced with a dual fiberglass scrim and polyester scrim. ASTM D 6162, Type III Grade S:a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg. C)13. StressPly E FR Mineral (Environmental): 160 mil SBS and SIS (Styrene-Butadiene-

Styrene and Styrene-Isoprene-Styrene) mineral surfaced rubber modified roofing membrane with fire retardant characteristics and reinforced with a dual fiberglass scrim and polyester scrim. ASTM D 6162, Type III Grade Ga. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)14. StressPly EUV: 115 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-

Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber and reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade Sa. Tensile Strength, ASTM D 5147:




d. Low Temperature Flexibility, ASTM D 5147,: Passes -30 deg. F (-34 deg. C)

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15. StressPly EUV FR Mineral: 160 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber, fire retardant additives and reinforced with a fiberglass and polyester composite scrim. Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade Ga. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg. C)e. Reflectivity, ASTM C 1549: 73%

16. StressPly Max: 145 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber and reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade Ga. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,000 lbf/in XD 1,000 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 175 kN/m XD 175 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,600 lbf XD 1,500 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 7,117.1 N XD 6,672.3 N


d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)17. StressPly Max FR Mineral: 170 mil SBS and SIS (Styrene-Butadiene-Styrene and

Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber and reinforced with a fiberglass and polyester composite scrim. Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade G.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,000 lbf/in XD 1,100 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 175 kN/m XD 192.5 kN/m

b. Tear Strength,, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,500 lbf XD 1,700 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 6,672.3 N XD 7,561.6 N


d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)e. Reflectivity, ASTM C 1549: 73%f. Reflectivity: (DNS Method) 73%

18. StressPly IV: 180 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane reinforced with a dual fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D5147


b. Tear Strength, ASTM D51471) (2 in/min. @ 73.4 +/- 3.6 deg. F MD 250 lbf XD 250 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 1112 N XD 1112 N

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c. Elongation at Maximum Tensile, ASTM D51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6% XD 6%2) 50 mm/min. @ 23 +/- 2 deg. C MD 6% XD 6%

d. Low Temperature Flexibility, ASTM D5147: Passes -40 deg. F (-40 deg. C)19. StressPly IV Mineral: 195 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced

rubber modified roofing membrane with a dual fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F ( -40 deg. C)20. StressPly IV UV Mineral: 195 mil SBS (Styrene-Butadiene- Styrene) mineral surfaced

rubber modified roofing membrane with a dual fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed. Surfaced with a highly reflective Sunburst mineral.a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F ( -40 deg. C)e. Reflectivity, ASTM C 1549: 73%

21. StressPly IV Plus: 180 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane reinforced with a fiberglass and polyester composite scrim. This membrane is designed for torch applications and has a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)22. StressPly IV Plus Mineral: 195 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced

rubber modified roofing membrane with a fiberglass and polyester composite scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 510 lbf XD 510 lbf

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2) 50 mm/min. @ 23 +/- 2 deg. C MD 2269 N XD 2269 Nc. Elongation at Maximum Tensile, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 9% XD 8%2) 50 mm/min. @ 23 +/- 2 deg. C MD 9% XD 8%

d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)23. StressPly IV Plus UV Mineral: 195 mil SBS (Styrene-Butadiene-Styrene) mineral

surfaced rubber modified roofing membrane with a fiberglass and polyester composite scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg. C)e. Reflectivity, ASTM C 1549: 73%

24. Millennium: 120 mil SBS (Styrene-Butadiene-Styrene) Coal Tar polymer modified coal tar membrane utilizing polyester and fiberglass reinforcement.a. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 3.5% XD 3.5%2) 50mm/min. @ 23 +/- 2 deg. C MD 3.5% XD 3.5%

d. Low Temperature Flexibility, ASTM D 5147: Passes -58 deg. F ( -50 deg. C)25. Millennium Mineral: 160 mil SBS (Styrene-Butadiene-Styrene) Mineral Surfaced Coal

Tar polymer modified coal tar membrane utilizing polyester and fiberglass reinforcement.a. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 3.5% XD 3.5%2) 50mm/min. @ 23 +/- 2 deg. C MD 3.5% XD 3.5%

d. Low Temperature Flexibility, ASTM D 5147, Passes -76 deg. F (-60 deg. C)26. Millennium FR Mineral: 160 mil SBS (Styrene-Butadiene- Styrene) Mineral Surfaced

Coal Tar polymer modified membrane with fire retardant characteristics utilizing polyester and fiberglass reinforcement.a. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 3.5% XD 3.5%

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2) 50mm/min. @ 23 +/- 2 deg. C MD 3.5% XD 3.5%d. Low Temperature Flexibility, ASTM D 5147, Passes -76 deg. F (-60 deg. C)

27. StressPly SA FR Mineral: 140 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced self-adhered, rubber modified roofing membrane reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade Ga. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147, Passes -15 deg. F (-26 deg. C)

C. Interply Adhesive:1. Weatherking:Rubberized, polymer modified cold process asphalt roofing bitumen

V.O.C. compliant ASTM D 3019. Performance Requirements:a. Non-Volatile Content ASTM D 4479 70%b. Density ASTM D1475 8.9 lbs./gal.c. Viscosity Stormer ASTM D562 400-500 gramsd. Flash Point ASTM D 93 100 deg. F min. (37 deg. C)e. Slope: up to 3:12

2. Weatherking Plus WC: Rubberized, polymer modified cold process asphalt roofing bitumen V.O.C. compliant ASTM D 3019. Performance Requirements:a. Non-Volatile Content ASTM D 4479 78%b. Density ASTM D1475 9.0 lbs./gal.c. Viscosity Stormer ASTM D562 900-1100 gramsd. Flash Point ASTM D 93 100 deg. F min. (37 deg. C)e. Slope: up to 2:12

3. Black-Knight/Black-Stallion Cold: Rubberized, polymer modified cold process coal tar roofing bitumena. Non-Volatile Content ASTM D 4479 77%b. Density ASTM D1475 9.4lb./gal.c. V.O.C. ASTM D 3960 Less than 250 g/ld. Flash Point ASTM D 93 105 deg. Fe. Slope maximum 1:12

4. Green-Lock Membrane Adhesive: Cold applied solvent free membrane adhesive: zero V.O.C. compliant performance requirements:a. Non-Volatile Content ASTM D 4586 100%b. Density ASTM D 1475 11.4 lbs./gal. (1.36 g/m3)c. Viscosity Brookfield 20,000-50,000 cPs.d. Flash Point ASTM D 93 400 deg. F min. (232 deg. C)e. Slope: up to 3:12

5. SA Primer: Cold process polymer emulsion-based primer. Performance Requirements:a. Non-Volatile Content ASTM D 3960 42%-46%b. Density ASTM D1475 8.75 lbs./gal.c. Viscosity Brookfield ASTM D2196 2000-2400 cPsd. Flash Point None

6. Generic Type III Asphalt: Hot Bitumen, ASTM D 312, Type III steep asphalt having the following characteristics:a. Softening Point 185 deg. F - 205 deg. Fb. Flash Point 500 deg. Fc. Penetration @ 77 deg. F 15-35 units

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d. Ductility @ 77 deg. F 2.5 cm7. Generic Type IV Asphalt: Hot Bitumen, ASTM D 312, Type IV special steep asphalt

having the following characteristics:a. Softening Point 210 deg. F - 225 deg. Fb. Flash Point 500 deg. Fc. Penetration @ 77 deg. F 15-25 unitsd. Ductility @ 77 deg. F 1.5 cm

8. HPR All-Temp Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:a. Softening Point 225 deg. F - 235 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 16-20 unitsd. Ductility @ 77 deg. F 1.5-2.0 cm

9. Garlastic KM Plus: Hot Bitumen, premium SEBS polymer modified asphalt based adhesive having the following characteristics:a. Softening Point 203 deg. F - 221 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 50-70 unitsd. Ductility @ 77 deg. F 50 cme. Elongation 1100%f. Flexibility (10 Mandrel) Pass 0 deg. F

10. Viking Type III Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:a. Softening Point 225 deg. F - 235 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 16-20 unitsd. Ductility @ 77 deg. F 1.5-2.0 cm

11. Viking SEBS Modified Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:a. Softening Point 225 deg. F - 235 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 16-20 unitsd. Ductility @ 77 deg. F 1.5-2.0 cm

12. Generic Type I Coal Tar: ASTM D 450 Type I coal tar pitch adhesive having the following characteristics:a. Softening Point: 126 deg. F-140 deg. F (52 deg. C-60 deg. C)b. Flash Point: 374 deg. F (190 deg. C)c. Penetration @ 77 deg. F: 5 dmmd. Low Temp Flex : Pass 65 deg. F-70 deg. F (18 deg. C-21 deg. C)e. Slope Restriction: 1/4:12f. Impact Resistance: 0

13. Black-Knight/Black-Stallion LV: Polymer Modified Coal Tar Pitch adhesive having the following characteristics (Black-Knight/Black-Stallion LV/Black-Stallion LV):a. Softening Point: 135 deg. F-150 deg. F (57 deg. C-66 deg. C)b. Flash Point: 390 deg. F (199 deg. C)c. Penetration @ 77 deg. F: 5 dmmd. Elongation: 1500%e. Low Temp Flex: Pass 65 deg. F-70 deg. F (18 deg. C-21 deg. C)f. Slope Restriction: 1/4:12g. Fungi Resistance: Passh. Bacteria Resistance: Passi. Impact Resistance: 0j. T-Peel Strength: 30-40 lb. (13-18kg)

14. Viking CTP: ASTM D 450 Type I coal tar pitch adhesive having the following characteristics:a. Softening Point: 126 deg. F-140 deg. F (52 deg. C-60 deg. C)

07550-81

b. Flash Point: 374 deg. F (190 deg. C)c. Penetration @ 77 deg. F: 5 dmmd. Low Temp Flex: Pass 65 deg. F-70 deg. F (18 deg. C-21 deg. C)e. Slope Restriction: 1/4:12f. Impact Resistance: 0

15. KEE-Lock Foam: Dual component, single bead (ribbon applied) urethane insulation/membrane adhesive.a. Tensile Strength (ASTM D 412) 250 psib. Density (ASTM D 1875) 8.5 lbs./gal.c. Viscosity (ASTM D 2556) 22,000 - 60,000 cPd. Peel Strength (ASTM D 903) 17 lb./in.e. Flexibility (ASTM D 816) Pass @ -70deg. F (-56.7deg. C)

D. Flashing Base Ply:1. HPR SA Base Sheet: 80 mil SBS (Styrene-Butadiene-Styrene) self-adhered base

sheet with a woven fiberglass scrim reinforcement.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @73.4 +/- 3.6 deg. F MD 60 lbf/in XD 39 lbf/in2) 50mm/min. @23 +/- 2 deg. C 10.5 kN/m XD 6.8 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 95 lbf2) 50mm/min. @ 23 +/- 2 deg. C 445 N XD 422.70 lbf

c. Elongation at Maximum Tensile, ASTM D 5147)1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 4% XD 4%2) 50mm/min. @ 23 +/- 2 deg. C MD 4% XD 4%

2. HPR Glasbase: ASTM D 4601 Type II Base Sheet , Asphalt saturated fiberglass base sheet.a. Meets or Exceeds ASTM D 4601 Type II Performance Criteria.

3. HPR Premium Glasbase: ASTM D 4601 Type II Base Sheet , Premium asphalt saturated fiberglass base sheet.a. Meets or Exceeds ASTM D 4601 Type II Performance Criteria.

4. HPR Tri-Base Premium: 60 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet reinforced with a fiberglass and polyester composite scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147:

1) 2 in/min. @ 73.4 +/- 3.6 deg. F: MD 330 lbf/in XD 330 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 57.5 kN/m XD 57.5 kN/m

b. Tear Strength, ASTM D5147:1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 550 lbf XD 550 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 2446 N XD 2446 N

c. Elongation at Maximum Tensile, ASTM D5147:1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 7% XD 9%2) 50 mm/min. @ 23 +/- 2 deg. C MD 7% XD 9%

5. FlexBase 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet reinforced with a dual fiberglass reinforced scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 5147:

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1) Passes -30 deg. F (-34.4 deg. C)6. FlexBase Plus 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

base sheet reinforced with a fiberglass and polyester composite scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D51471) 2 in/min. @ 73.4 +/- 3.6F MD 8% XD 8%2) 50 mm/min. @ 23 +/- 2 deg. C MD 8% XD 8%

d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34.4 deg. C)7. FlexBase E 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base

sheet reinforced with a fiberglass and polyester composite scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 550 lbf/in XD 550 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 96.2 kN/m XD96.2 kN/m

b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,000 lbf XD 1,000 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 4,448 N XD 4,448 N


d. Low Temperature Flexibility, ASTM D 51471) Passes -40 deg. F (-40 deg. C)

8. StressBase 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet reinforced with a fiberglass scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/in2) 50 mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m


c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 0 +/- 3.6 deg. F MD 4 % XD 4 %2) 50 mm/min. @ -17.78 +/- 2 deg. C MD 4 % XD 4 %


9. StressBase 120: 120 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet with dual fiberglass reinforced scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 0 +/- 3.6 deg. F MD 4 % XD 4 %2) 50 mm/min. @ -17.78 +/- 2 deg. C MD 4 % XD 4%


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10. VersiPly 40: 40 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet with dual fiberglass reinforced scrim.a. Tensile Strength, ASTM D 5147




d. Low Temperature Flexibility, ASTM D 51471) Passes -30 deg. F (-34 deg. C). Meets or Exceeds ASTM D 4601 Type II

Performance Criteria.11. Viking CIF-2HM Base Sheet (80 mil): 80 mil SBS (Styrene-Butadiene-Styrene) rubber

modified roofing membrane reinforced with a fiberglass scrim, performance requirements according to ASTM D 5147.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 100 lbf2) 50mm/min. @ 23 +/- 2 deg. C MD 444.8 N XD 444.8 N

c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 2.0 % XD 2.0 %2) 50mm/min@ 23 +/- 2 deg. C MD 2.0 % XD 2.0 %

d. Low Temperature Flexibility, ASTM D 51471) Passes -20 deg. F (-28.8 deg. C)

12. Millennium Base: 80 mil SBS (Styrene-Butadiene-Styrene) polymer modified coal tar base sheet utilizing polyester and fiberglass reinforcement.a. Tensile Strength, ASTM D 5147



c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 7% XD 8%2) 50mm/min. @ 23 +/- 2 deg. C MD 7% XD 8%


13. HPR Torchbase: SBS modified, torch applied sheet material. ASTM D 6163, Type II.a. Tensile Strength, ASTM D 5147

1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 210 lbf/in XD 210 lbf/in2) 50 mm/min. @ 23 +/- 2 deg. C MD 210 lbf/in XD 210 lbf/in


c. Elongation at Maximum Tensile, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6 % XD 6 %2) 50 mm/min@ 23 +/- 2 deg. C MD 6 % XD 6 %

d. Low Temperature Flexibility, ASTM D 5147:1) Passes -30 deg. F (-34 deg. C). Meets or Exceeds ASTM D 4601 Type

II Performance Criteria.14. Ultra-Shield Torchbase: 110 mil SBS (Styrene-Butadiene-Styrene) rubber modified

roofing base sheet reinforced with a fiberglass scrim. Designed for torch applications

07550-84

with a burn-off backer that indicates when the material is hot enough to be installed.a. Tensile Strength, ASTM D 5147


b. Tear Strength, ASTM D 51471) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 150 lbf XD 150 lbf2) 50 mm/min. @ 23 +/- 2 deg. C MD 667.2N XD 667.2N



E. Flashing Ply Adhesive:1. Black-Knight/Black-Stallion Mastic: Rubberized, polymer modified coal tar cold

process roofing flashing bitumen.a. Non-Volatile Content ASTM D 4479 87%b. Density ASTM D 1475 9.0lb./gal.c. V.O.C. ASTM D 3960 Less than 200d. Flash Point ASTM D 93 105 deg. F (40 deg. C)

2. KEE-Lock Foam: Dual component, single bead (ribbon applied) urethane insulation/membrane adhesive.a. Tensile Strength (ASTM D 412) 250 psib. Density (ASTM D 1875) 8.5 lbs./gal.c. Viscosity (ASTM D 2556) 22,000 - 60,000 cPd. Peel Strength (ASTM D 903) 17 lb./in.e. Flexibility (ASTM D 816) Pass @ -70deg. F (-56.7deg. C)

3. Flashing Bond: Asphalt roofing mastic V.O.C. compliant, ASTM D 4586, Type II trowel grade flashing adhesive.a. Non-Volatile Content ASTM D 4479 70 min.b. Density ASTM D 1475 8.3 lbs./gal. (1kg/l)c. Flash Point ASTM D 93 103 deg. F (39 deg. C)

4. Weatherking Flashing Adhesive: Brush grade flashing adhesive.a. Non-Volatile Content ASTM D 4479 70 min.b. Density ASTM D 1475 8.6 lbs./gal. (1kg/l)c. Flash Point ASTM D 93 100 deg. F (37 deg. C)

5. Green-Lock Flashing Adhesive: Cold applied solvent free flashing adhesive: zero V.O.C.a. Non-Volatile Content ASTM D 4586 100%b. Density ASTM D 1475 11.8 lbs./gal. (1.17 g/m3)c. Viscosity Brookfield 400,000 cPs.d. Flash Point ASTM D 93 400 deg. F min. (232 deg. C)

6. Generic Type III Asphalt: Hot Bitumen, ASTM D 312, Type III steep asphalt having the following characteristics:a. Softening Point 185 deg. F - 205 deg. Fb. Flash Point 500 deg. Fc. Penetration @ 77 deg. F 15-35 unitsd. Ductility @ 77 deg. F 2.5 cm

7. Generic Type IV Asphalt: Hot Bitumen, ASTM D 312, Type IV special steep asphalt having the following characteristics:a. Softening Point 210 deg. F - 225 deg. Fb. Flash Point 500 deg. Fc. Penetration @ 77 deg. F 15-25 unitsd. Ductility @ 77 deg. F 1.5 cm

8. HPR All-Temp Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:

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a. Softening Point 225 deg. F - 235 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 16-20 unitsd. Ductility @ 77 deg. F 1.5-2.0 cm

9. Garlastic KM Plus: Hot Bitumen, premium SEBS polymer modified asphalt based adhesive having the following characteristics:a. Softening Point 203 deg. F - 221 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 50-70 unitsd. Ductility @ 77 deg. F 50 cme. Elongation 1100%f. Flexibility (10 Mandrel) Pass 0 deg. F

10. Viking Type III Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:a. Softening Point 225 deg. F - 235 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 16-20 unitsd. Ductility @ 77 deg. F 1.5-2.0 cm

11. Viking SEBS Modified Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:a. Softening Point 225 deg. F - 235 deg. Fb. Flash Point 525 deg. Fc. Penetration @ 77 deg. F 16-20 unitsd. Ductility @ 77 deg. F 1.5-2.0 cm

F. Surfacing:1. Flood Coat/Aggregate:

a. Weatherscreen: Asphalt protective roof coating, Weatherscreen; heavy-bodied, fiber reinforced, cold process roof coating having the following characteristics:1) Weight/Gallon 9.1 lbs./gal. (1.1 g/cm3)2) Non-Volatile % (ASTM D 4479) Typical 753) Viscosity Brookfield RVT;4) Spindle #5; 10RPM @ 71 deg. F 20,000-25,000 cPs5) Roofing Aggregate: ASTM D 1863

a) Slag.b) Pea gravel.c) White spar.

b. Black-Knight/Black-Stallion Cold: Coal Tar protective roof coating; heavy-bodied, fiber reinforced, cold process polymer modified, coal tar roof coating having the following characteristics:1) Weight/Gallon 9.0 lbs./gal. (1.07 g/cm3)2) Solids by weight 87%3) Viscosity; Brookfield Heliopath, 2.5 rpm 120,000 cPs4) Roofing Aggregate: ASTM D 1863


c. White-Star with All-Knight Primer: Polyurea flood coat adhesive: White Star; one-component, flexible, low odor, polyurea roof adhesive top coat. Performance Requirements:1) Non-Volatile Content ASTM D 2369 89%2) Density 9.85 lbs./gal.3) V.O.C. Less than 130 g/L4) Viscosity at 77 deg. F Brookfield viscometer 60 poise5) Flash Point ASTM D 93 120 deg. F (41 deg. C)6) Roofing Aggregate: ASTM D 1863

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d. Green-Lock Membrane Adhesive: Cold applied solvent free membrane adhesive zero V.O.C. compliant Performance Requirements:1) Weight/Gallon 11.4 lbs./gal. (1.36 g/cm3)2) Non-Volatile % (ASTM D 4586) Typical 100%3) Viscosity Brookfield RVT; Spindle #5; 10RPM @ 71 deg. F 20,000-

25,000 cPs4) Roofing Aggregate: ASTM D 1863

a) Slag.b) Pea gravel.

e. Generic Type III Asphalt: Hot Bitumen, ASTM D 312, Type III steep asphalt having the following characteristics:1) Softening Point 185 deg. F - 205 deg. F2) Flash Point 500 deg. F3) Penetration @ 77 deg. F 15-35 units4) Ductility @ 77 deg. F 2.5 cm5) Roofing Aggregate: ASTM D 1863


f. Generic Type IV Asphalt: Hot Bitumen, ASTM D 312, Type IV special steep asphalt having the following characteristics:1) Softening Point 210 deg. F - 225 deg. F2) Flash Point 500 deg. F3) Penetration @ 77 deg. F 15-25 units4) Ductility @ 77 deg. F 1.5 cm5) Roofing Aggregate: ASTM D 18636) Slag.7) Pea gravel.8) White spar.

g. HPR All-Temp Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:1) Softening Point 225 deg. F - 235 deg. F2) Flash Point 525 deg. F3) Penetration @ 77 deg. F 16-20 units4) Ductility @ 77 deg. F 1.5-2.0 cm5) Roofing Aggregate: ASTM D 18636) Slag.7) Pea gravel.8) White spar.

h. Garlastic KM Plus: Hot Bitumen, premium SEBS polymer modified asphalt based adhesive having the following characteristics:1) Softening Point 203 deg. F - 221 deg. F2) Flash Point 525 deg. F3) Penetration @ 77 deg. F 50-70 units4) Ductility @ 77 deg. F 50 cm5) Elongation 1100%6) Flexibility (10 Mandrel) Pass 0 deg. F7) Roofing Aggregate: ASTM D 1863


i. Viking Type III Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:

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1) Softening Point 225 deg. F - 235 deg. F2) Flash Point 525 deg. F3) Penetration @ 77 deg. F 16-20 units4) Ductility @ 77 deg. F 1.5-2.0 cm5) Roofing Aggregate: ASTM D 1863


j. Viking SEBS Modified Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:1) Softening Point 225 deg. F - 235 deg. F2) Flash Point 525 deg. F3) Penetration @ 77 deg. F 16-20 units4) Ductility @ 77 deg. F 1.5-2.0 cm5) Roofing Aggregate: ASTM D 1863


k. Generic Type I Coal Tar: ASTM D 450 Type I coal tar pitch adhesive having the following characteristics:1) Softening Point: 126 deg. F-140 deg. F (52 deg. C-60 deg. C)2) Flash Point: 374 deg. F (190 deg. C)3) Penetration @ 77 deg. F: 5 dmm4) Low Temp Flex: Pass 65 deg. F-70 deg. F (18 deg. C-21 deg. C)5) Slope Restriction: 1/4:126) Impact Resistance: 07) Roofing Aggregate: ASTM D 1863


l. Black-Knight/Black-Stallion LV: Polymer Modified Coal Tar Pitch adhesive having the following characteristics (Black-Knight/Black-Stallion LV/Black-Stallion LV):1) Softening Point: 135 deg. F-150 deg. F (57 deg. C-66 deg. C)2) Flash Point: 390 deg. F (199 deg. C)3) Penetration @ 77 deg. F: 5 dmm4) Elongation: 1500%5) Low Temp Flex: Pass 65 deg. F-70 deg. F (18 deg. C-21 deg. C)6) Slope Restriction: 1/4:127) Fungi Resistance: Pass8) Bacteria Resistance: Pass9) Impact Resistance: 010) T-Peel Strength: 30-40 lb. (13-18kg)11) Roofing Aggregate: ASTM D 1863


m. Viking CTP: Hot Surfacing Bitumen, coal tar based bitumen having the following characteristics:1) Softening Point: 126 deg. F - 240 deg. F (52 deg. C-115 deg. C)2) Flash Point: 374 deg. F (190 deg. C)3) Penetration @ 77 deg. F: 5 dmm4) Low Temp. Flex.: Pass 65 deg. F-70 deg. F (18 deg. C-21 deg. C)5) Slope Restriction: 1/4:126) Impact Resistance: 07) Roofing Aggregate: ASTM D 1863

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2. Flashing Cap (Ply) Sheet:a. KEE-Stone FB 60 Flashing: 60 mil thermoplastic, ketone ethylene ester (KEE)

roofing membrane with polyester scrim. ASTM D 6754.1) Breaking Strength, ASTM D 751, Proc. B, strip

a) 378 lbf2) Tear Strength ASTM D 751

a) 120 lbf. minumum.3) Elongation at Break (%), ASTM D 751, Proc. B, Strip

a) 40.0%b. OptiMax: 80 mil mineral surfaced, polyurethane modified roofing membrane

with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade S1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 215 lbf/in XD 225 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 38.0 kN/m XD 39 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbfb) 50 mm/min. @ 23 +/- 2 deg. C MD 1334 N XD 1334 N

3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 4.7% XD 5.0%b) 50 mm/min. @ 23 +/- 2 deg. C MD 4.7% XD 5.0%

4) Low Temperature Flexibility, ASTM D 5147, Passes 0 deg. F (-18 deg. C)

c. OptiMax FR Mineral: 145 mil mineral surfaced, polyurethane modified roofing membrane with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade G1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 205 lbf/in XD 215 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 36.0 kN/m XD 39 kN/m



4) Low Temperature Flexibility, ASTM D 5147, Passes 0 deg. F (-18 deg. C)

d. BiFlex: 120 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane with fiberglass reinforced scrim. ASTM D 6163, Type I Grade S1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/inb) 50mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 110 lbfb) 50mm/min. @ 23 +/- 2 deg. C MD 444.8 N XD 490 N

3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 0 +/- 3.6 deg. F MD 5 % XD 5 %b) 50mm/min. @ -17.78 +/- 2 deg. C MD 5 % XD 5 %

4) Low Temperature Flexibility, ASTM D 5147, Passes -35 deg. F ( -37.2 deg. C)

e. BiFlex Mineral: 140 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane with fiberglass reinforced scrim. ASTM D 6163, Type I Grade G

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1) Tensile Strength, ASTM D 5147a) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/inb) 50mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 110 lbf XD 100 lbfb) 50mm/min. @ 23 +/- 2 deg. C MD 490 N XD 444.8 N

3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 0 +/- 3.6 deg. F MD 5 % XD 5 %b) 50 mm/min. @ -17.78 +/- 2 deg. C MD 5 % XD 5 %


f. VersiPly 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane with dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade G1) Tensile Strength, ASTM D 5147(a) 2 in/min. @ 73.4 +/- 3.6 deg. F

a) MD 220 lbf/in XD 220 lbf/in 50 mm/min. @ 23 +/- 2 deg. Cb) MD 38.5 kN/m XD 38.5 kN/m




g. VersiPly Mineral: 145 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced, rubber modified roofing membrane with dual fiberglass reinforced scrim. ASTM D6163, Type III Grade S1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 220 lbf/in XD 220 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 38.5 kN/m XD 38.5 kN/m



4) Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg. C)

h. StressPly SA FR Mineral: 140 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced self-adhered, rubber modified roofing membrane reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade G1) Tensile Strength, ASTM D 5147





i. StressPly: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane with dual fiberglass reinforced scrim and superior low temperature capabilities. ASTM D 6163, Type III Grade S

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1) Tensile Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 225 lbf/in XD 225 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 39.0 kN/m XD 39 kN/m


3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6% XD 7%b) 50 mm/min. @ 23 +/- 2 deg. C MD 6% XD 7%


j. StressPly FR Mineral: 145 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced, rubber modified roofing membrane with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade G1) Tensile Strength, ASTM D 5147


2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbfb) (50 mm/min. @ 23 +/- 2 deg. C MD 1335 N XD 1335 N



k. StressPly Plus: 105 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing membrane incorporating recycled rubber and reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade S1) Tensile Strength, ASTM D 5147



3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6F MD 8% XD 8%b) 50 mm/min. @ 23 +/- 2 deg. C MD 8% XD 8%


l. StressPly Plus FR Mineral: 155 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced, rubber modified roofing membrane reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade G1) Tensile Strength, ASTM D 5147





m. StressPly E FR Mineral (Environmental): 160 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) mineral surfaced rubber modified roofing membrane with fire retardant characteristics and reinforced

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with a dual fiberglass scrim and polyester scrim. ASTM D 6162, Type III Grade G1) Tensile Strength, ASTM D 5147





n. StressPly E FR Mineral (Environmental): 160 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) mineral surfaced rubber modified roofing membrane with fire retardant characteristics and reinforced with a dual fiberglass scrim and polyester scrim. ASTM D 6162, Type III Grade G1) Tensile Strength, ASTM D 5147




4) Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F ( -40 deg. C)

o. StressPly EUV: 115 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber and reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade S1) Tensile Strength, ASTM D 5147:




4) Low Temperature Flexibility, ASTM D 5147,: Passes -30 deg. F (-34 deg. C)

p. StressPly EUV FR Mineral: 160 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber, fire retardant additives and reinforced with a fiberglass and polyester composite scrim. Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade G1) Tensile Strength, ASTM D 5147



3) Elongation at Maximum Tensile, ASTM D 5147

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a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6.0% XD 6.0%b) 50 mm/min. @ 23 +/- 2 deg. C MD 6.0% XD 6.0%


5) Reflectivity, ASTM C 1549: 73%q. StressPly Max: 145 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-

Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber and reinforced with a fiberglass and polyester composite scrim. ASTM D 6162, Type III Grade G1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,000 lbf/in XD 1,000 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 175 kN/m XD 175 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,600 lbf XD 1,500 lbfb) 50 mm/min. @ 23 +/- 2 deg. C MD 7,117.1 N XD 6,672.3 N



r. StressPly Max FR Mineral: 170 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber and reinforced with a fiberglass and polyester composite scrim. Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade G.1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,000 lbf/in XD 1,100 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 175 kN/m XD 192.5 kN/m

2) Tear Strength,, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1,500 lbf XD 1,700 lbfb) 50 mm/min. @ 23 +/- 2 deg. C MD 6,672.3 N XD 7,561.6 N



5) Reflectivity, ASTM C 1549: 73%s. StressPly IV: 180 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing

membrane reinforced with a dual fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.1) Tensile Strength, ASTM D 5147




4) Low Temperature Flexibility, ASTM D 5147: Passes -40 deg. F ( -40 deg. C)

t. StressPly IV Mineral: 195 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced rubber modified roofing membrane with a dual fiberglass scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed.

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1) Tensile Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 210 lbf/in XD 210 lbf/inb) 50 mm/min. @ 23 +/- 2 deg. C MD 36.75 kN/m XD 36.75 kN/m



4) Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F ( -40 deg. C)

u. StressPly IV UV Mineral: 195 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced rubber modified roofing membrane with a dual fiberglass scrim. This membrane is designed for torch applications and has a burn-off backer that indicates when the material is hot enough to be installed.1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 225 lbf/in CMD 225 lbf/inb) 50 mm/min. @ 23 +/- 3 deg. C MD 39.0 kN/m CMD 39.0 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf CMD 300 lbfb) 50 mm/min. @ 23 +/- 3 deg. C MD 1335 N CMD 1335 N

3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 4.7% CMD 5.0%b) 50 mm/min. @ 23 +/- 3 deg. C MD 4.7% CMD 5.0%


v. StressPly IV Plus Mineral: 195 mil SBS (Styrene-Butadiene- Styrene) mineral surfaced rubber modified roofing membrane with a dual fiberglass scrim. This membrane is designed for torch applications and has a burn-off backer that indicates when the material is hot enough to be installed. Surfaced with a highly reflective Sunburst mineral.1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 225 lbf/in CMD 225 lbf/inb) 50 mm/min. @ 23 +/- 3 deg. C MD 39.0 kN/m CMD 39.0 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf CMD 300 lbfb) 50 mm/min. @ 23 +/- 3 deg. C MD 1335 N CMD 1335 N

3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 9% CMD 8%b) 50 mm/min. @ 23 +/- 3 deg. C MD 9% CMD 8%

4) Low Temperature Flexibility, ASTM D 5147: Passes -20 deg. F (-29 deg. C)

5) Reflectivity (DNS Method) 73%w. StressPly IV Plus (UV) Mineral: 195 mil SBS (Styrene-Butadiene- Styrene)

mineral surfaced rubber modified roofing membrane with a fiberglass and polyester composite scrim. Designed for torch applications with a burn-off backer that indicates when the material is hot enough to be installed. Surfaced with a highly reflective Sunburst mineral.1) Tensile Strength, ASTM D 5147



3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 9% XD 8%

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b) 50 mm/min. @ 23 +/- 2 deg. C MD 9% XD 8%4) Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg.

C)5) Reflectivity, ASTM C 1549: 73%

x. Millennium: 120 mil SBS (Styrene-Butadiene-Styrene) Coal Tar polymer modified coal tar membrane utilizing polyester and fiberglass reinforcement.1) Tensile Strength, ASTM D 5147

a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 310 lbf/in XD 310 lbf/inb) 50mm/min. @ 23 +/- 2 deg. C MD 54.25 kN/m XD 54.25 kN/m

2) Tear Strength, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 500 lbf XD 480 lbfb) 50mm/min. @ 23 +/- +2 deg. C MD 2224 N XD 2135 N

3) Elongation at Maximum Tensile, ASTM D 5147a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 3.5% XD 3.5%b) 50mm/min. @ 23 +/- 2 deg. C MD 3.5% XD 3.5%


y. Millennium Mineral: 160 mil SBS (Styrene-Butadiene-Styrene) Mineral Surfaced Coal Tar polymer modified coal tar membrane utilizing polyester and fiberglass reinforcement.1) Tensile Strength, ASTM D 5147





z. Millennium FR Mineral: 160 mil SBS (Styrene-Butadiene- Styrene) Mineral Surfaced Coal Tar polymer modified membrane with fire retardant characteristics utilizing polyester and fiberglass reinforcement.1) Tensile Strength, ASTM D 5147





3. Surface Coatings:a. Surfacing:

1) Garla-Brite: ASTM D 2824 aluminum coating non-fibered aluminum roof coating non-fibered aluminum roof coating having the following characteristics:a) Flash Point 103 deg. F (39 deg. C) min.b) Weight/Gallon 7.9 lbs./gal. (1.0 g/cm3)

2) Silver-Shield: ASTM D 2824 aluminum coating fibered aluminum roof coating fibered aluminum roof coating having the following characteristics:a) Flash Point 100 deg. F (38 deg. C) min.

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b) Weight/Gallon 8.2 lbs./gal. (1.0 g/cm3)c) Viscosity (75 deg. F) 100 - 125 K.U

3) Pyramic: White elastomeric roof coating, Energy Star approved acrylic roof coating:a) Weight/Gallon 12 lbs./gal. (1.44 g/cm3)b) Non-Volatile % (ASTM D 1644) 66 minc) Reflectance 81%

4) Solex (Requires Pyramic Base Coat): White elastomeric roof coating, Kynar based roof coating:a) Weight/Gallon 10.47 lbs./gal. (1.43 g/cm3)b) Non-Volatile % (ASTM D 1644) 47.7 minc) Reflectance 90%

END OF SECTION

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