Attachment_11_-_UFGS_07_52_00.pdf

USACE / NAVFAC / AFCEC / NASA UFGS-07 52 00 (May 2012) Change 2 - 08/14 Preparing Activity: NAVFAC Superseding UFGS-07 52 00 (November 2008)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated April 2015

SECTION TABLE OF CONTENTS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 52 00

MODIFIED BITUMINOUS MEMBRANE ROOFING

05/12

PART 1 GENERAL

1.1 REFERENCES

1.2 DESCRIPTION OF ROOF MEMBRANE SYSTEM[S]

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Qualification of Manufacturer

1.4.2 Qualification of Applicator

1.4.3 Qualifications of Photovoltaics (PV) Rooftop Applicator

1.4.4 Qualification of Engineer of Record

1.4.5 Fire Resistance

1.4.6 Wind Uplift Resistance

1.4.7 Preroofing Conference

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

1.5.2 Storage

1.5.3 Handling

1.6 ENVIRONMENTAL REQUIREMENTS

1.7 [TORCH][HOT-MOPPED ASPHALT] APPLIED [(HEAT WELD)] MODIFIED BITUMEN

MEMBRANE SAFETY

1.7.1 Property Protection

1.7.2 Fire Watch

1.7.3 Open Flame Application (Torch) Equipment and Personnel Safety

1.7.4 Wind Conditions

1.8 SEQUENCING

1.9 WARRANTY

1.9.1 Roof Membrane Manufacturer Warranty

1.9.2 Roofing System Installer Warranty

1.9.3 Continuance of Warranty

1.10 CONFORMANCE AND COMPATIBILITY

1.11 ELIMINATION, PREVENTION OF FALL HAZARDS

1.11.1 Fall Protection

1.12 COOL ROOFS

1.13 SUSTAINABILITY REPORTING

1.13.1 Recycled Materials

SECTION 07 52 00 Page 1

FA4460-15-B-0008 Attachment 11

1.13.2 Local/Regional Materials

PART 2 PRODUCTS

2.1 MODIFIED BITUMEN SHEETS AND FIBERGLASS FELT MATERIALS

2.2 BASE FLASHING MEMBRANE

2.3 ASPHALT

2.4 COLD-APPLIED MEMBRANE ADHESIVE

2.5 MEMBRANE SURFACING

2.6 PRIMER

2.7 MODIFIED BITUMEN ROOF CEMENT

2.8 CANT AND TAPERED EDGE STRIPS

2.9 FASTENERS AND PLATES

2.9.1 Masonry or Concrete Walls and Vertical Surfaces

2.9.2 Metal Plates

2.10 PRE-MANUFACTURED ACCESSORIES

2.10.1 Pre-fabricated Curbs

2.10.2 Elevated Metal [Walkways] [and] [Platforms]

2.11 WALKPADS

2.12 PAVER BLOCKS

2.13 ROOF INSULATION BELOW MODIFIED BITUMEN MEMBRANE SYSTEM

2.14 MEMBRANE LINER

2.15 Photovoltaic (PV) Systems - Rack Mounted Systems

PART 3 EXECUTION

3.1 EXAMINATION

3.2 PREPARATION

3.2.1 Protection of Property

3.2.1.1 Protective Coverings

3.2.1.2 Bitumen Stops

3.2.2 Equipment

3.2.2.1 Mechanical Application Devices

3.2.2.2 Flame-Heated Equipment

3.2.2.3 Open Flame Application Equipment

3.2.2.4 Electric-Heated Equipment

3.2.3 Heating of Asphalt

3.2.3.1 Temperature Limitations for Asphalt

3.2.4 Priming of Surfaces

3.2.4.1 Priming of Concrete and Masonry Surfaces

3.2.4.2 Priming of Metal Surfaces

3.2.5 Membrane Preparation

3.2.6 Substrate Preparation

3.3 APPLICATION

3.3.1 Phased Membrane Construction

3.3.2 Temporary Roofing and Flashing

3.3.2.1 Removal

3.3.3 Application Method

3.3.3.1 Hot Asphalt Application of Modified Bitumen Membrane

3.3.3.2 Torch Applied [Heat Welded] Modified Bitumen Membrane

[Flashing]

3.3.3.3 Cold Adhesive Applied Modified Bitumen Membrane

3.3.4 Ventilating Base Sheets

3.3.5 [Fiberglass Felt][Modified Bitumen] Base Sheet

3.3.6 Modified Bitumen Membrane Application

3.3.6.1 Cap Sheet Installation

3.3.6.2 Backnailing of Cap Sheet

3.3.7 Membrane Flashing

3.3.7.1 Membrane Strip Flashing

SECTION 07 52 00 Page 2

3.3.7.2 Membrane Flashing at Roof Drain

3.3.7.3 Pre-fabricated Curbs

3.3.7.4 Set-On Accessories

3.3.7.5 Lightning Protection

3.3.8 Roof Walkpads

3.3.9 Elevated Metal [Walkways] [and] [Platforms]

3.3.10 Paver Blocks

3.3.11 Field Applied Surfacing

3.3.11.1 Aggregate

3.3.11.2 Coating Application

3.3.12 Correction of Deficiencies

3.3.13 Clean Up

3.4 CORRECTION OF DEFICIENCIES

3.5 PROTECTION OF APPLIED ROOFING

3.5.1 Water Cutoffs

3.5.2 Temporary Flashing for Permanent Roofing

3.5.3 Temporary Walkways, Runways, and Platforms

3.6 FIELD QUALITY CONTROL

3.6.1 Test for Surface Dryness

3.6.2 Construction Monitoring

3.6.2.1 Manufacturer's Inspection

3.6.3 Samples of Roofing

3.6.4 Roof Drain Test

3.7 INFRARED INSPECTION

3.8 INSTRUCTIONS TO [GOVERNMENT][CONTRACTOR] PERSONNEL

3.9 INFORMATION CARD

-- End of Section Table of Contents --

SECTION 07 52 00 Page 3

USACE / NAVFAC / AFCEC / NASA UFGS-07 52 00 (May 2012) Change 2 - 08/14 Preparing Activity: NAVFAC Superseding UFGS-07 52 00 (November 2008)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated April 2015

SECTION 07 52 00

MODIFIED BITUMINOUS MEMBRANE ROOFING

05/12

NOTE: This guide specification covers the requirements for modified bitumen sheet roofing.

Hot mopped asphalt, torch applied, hot air, and cold-applied adhesive applications are included on both existing and new roof systems with slopes from 6 mm to 76 mm 1/4 inch to 3 inches per foot. Both SBS and APP modified bitumen membranes are included.

Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.

Remove information and requirements not required in respective project, whether or not brackets are present.

Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR) .

Acids, hydrocarbons, oil, and cooking greases attack modified sheet roofing. When these contaminants may be a problem on a roof, contact modified bitumen sheet manufacturers for specific recommendations.

Coordinate this section with other roof system components specifications such as rough carpentry, electrical, mechanical, insulation and sheet metal flashing, and structure. Also coordinate this section with the criteria contained in UFC 3-110-03, "Roofing" as it relates to the specific project and Service Exceptions indicated therein.

SECTION 07 52 00 Page 4

Requirements for special conditions, including Hurricane force wind (uplift) and seismic design considerations are included in brackets. References and paragraphs which do not apply to specific projects should be deleted.

PART 1 GENERAL

1.1 REFERENCES

NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

Use the Reference Wizard's Check Reference feature when you add a RID outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.

References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2010; ERTA 2011-2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 90.1 - SI (2013; Errata 1-3 2013; Errata 4-6 2014;

Errata 7 2015) Energy Standard for Buildings Except Low-Rise Residential Buildings

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.24 (2014) Roofing - Safety Requirements of Low-Sloped Roofs

SECTION 07 52 00 Page 5

ASPHALT ROOFING MANUFACTURER'S ASSOCIATION (ARMA)

ARMA 410BUR88 (2001) Manual of Roof Maintenance and Repair

ARMA PMBRG98 (1998) Quality Control Guideline for the Application of Polymer Modified Bitumen Roofing

ASTM INTERNATIONAL (ASTM)

ASTM C1153 (2010) Standard Practice for Location of Wet Insulation in Roofing Systems Using Infrared Imaging

ASTM C1289 (2014a) Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

ASTM C208 (2012) Cellulosic Fiber Insulating Board

ASTM C552 (2014) Standard Specification for Cellular Glass Thermal Insulation

ASTM C578 (2014a) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C726 (2012) Mineral Fiber Roof Insulation Board

ASTM C728 (2013) Perlite Thermal Insulation Board

ASTM D1668/D1668M (1997a; R 2014; E 2014) Glass Fabrics (Woven and Treated) for Roofing and Waterproofing

ASTM D1863/D1863M (2005; R 2011; E 2012) Mineral Aggregate Used on Built-Up Roofs

ASTM D1970/D1970M (2015) Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection

ASTM D2170/D2170M (2010) Kinematic Viscosity of Asphalts (Bitumens)

ASTM D2824/D2824M (2013) Aluminum-Pigmented Asphalt Roof Coatings, Non-Fibered, Asbestos Fibered, and Fibered without Asbestos

ASTM D312 (2000; R 2006) Standard Specification for Asphalt Used in Roofing

ASTM D4073 (2006; R 2013) Standard Test Method for Tensile-Tear Strength of Bituminous Roofing Membranes

ASTM D41/D41M (2011) Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing

SECTION 07 52 00 Page 6

ASTM D4263 (1983; R 2012) Indicating Moisture in Concrete by the Plastic Sheet Method

ASTM D4402/D4402M (2013) Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer

ASTM D4586/D4586M (2007; E 2012; R 2012) Asphalt Roof Cement, Asbestos-Free

ASTM D4601/D4601M (2004; R 2012) Asphalt-Coated Glass Fiber Base Sheet Used in Roofing

ASTM D4637/D4637M (2014; E 2014) EPDM Sheet Used in Single-Ply Roof Membrane

ASTM D4897/D4897M (2001; R 2009) Standard Specification for Asphalt-Coated Glass-Fiber Venting Base Sheet Used in Roofing

ASTM D5147/D5147M (2014) Standard Test Methods for Sampling and Testing Modified Bituminous Sheet Material

ASTM D6162/D6162M (2000a; R 2015; E 2015) Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements

ASTM D6163/D6163M (2000; R 2015; E 2015) Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements

ASTM D6164/D6164M (2011) Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements

ASTM D6222/D6222M (2011) Atactic Polypropylene (ARP) Modified Bituminous Sheet Materials Using Polyester Reinforcements

ASTM D6223/D6223M (2002; E 2009; R 2009) Standard Specification for Atactic Polypropylene (ARP) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements

ASTM D6298 (2013) Fiberglass Reinforced Styrene-Butadiene-Styrene (SBS) Modified Bituminous Sheet with Factory Applied Metal Surface

ASTM E108 (2011) Fire Tests of Roof Coverings

FM GLOBAL (FM)

FM 4470 (2010) Single-Ply, Polymer-Modified

SECTION 07 52 00 Page 7

Bitumen Sheet, Built-up Roof (BUR), and Liquid Applied Roof Assemblies for Use in Class 1 and Noncombustible Roof Deck Construction

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2010) Occupational and Educational Personal Eye and Face Protection Devices

MIDWEST ROOFING CONTRACTORS ASSOCIATION (MRCA)

CERTA (2003) NRCA/MRCA Certified Roofing Torch Applicator Program

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 58 (2014; TIA 13-1; TIA 13-2; Errata 13-1;

TIA 13-3; Errata 14-2) Liquefied Petroleum Gas Code

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA C3701 (2002) Repair Manual for Low Slope Membrane Roof Systems

NRCA Details (2003) NRCA Roof Perimeter Flashing Systems Construction Details for Class 1 Roof Construction

NRCA RoofMan (2011 thru 2014) The NRCA Roofing Manual

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

SINGLE PLY ROOFING INDUSTRY (SPRI)

ANSI/SPRI/FM 4435/ES-1 (2011) Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.12 Construction Work

SECTION 07 52 00 Page 8

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.16 Rules of Construction

UNDERWRITERS LABORATORIES (UL)

UL 790 (2004; Reprint Jul 2014) Standard Test Methods for Fire Tests of Roof Coverings

UL RMSD (2012) Roofing Materials and Systems Directory

1.2 DESCRIPTION OF ROOF MEMBRANE SYSTEM[S]

NOTE: Coordinate with Part 2 materials specification.

Where one membrane system is required for all roof areas, use the first paragraph. Where different systems are required, use the second paragraph successively and replace the open brackets with a description of the substrate(s) and area of the building or project where each system is to be applied.

Specify the three-ply option including base sheet, interply sheet and cap sheet when mechanical fastening of bottom ply is required either directly to nailable deck or over insulation substrate and into nailable deck, and when perforated base sheet is used. Otherwise, specify two-ply option including modified bitumen base sheet and cap sheet.

Two-ply option may also be considered when the mechanical fastening of the modified bitumen base ply is concealed in the finished base ply installation (i.e., no exposed fasteners in the base ply prior to application of cap sheet such as occurs in base sheets fastened only in the side lap area and where the overlapping adjacent base sheet is torch sealed over the fasteners in the lap area).

One ply modified bitumen roof membrane must not be specified without prior Government approval and only be considered for application on open air sheds or light storage structures and ancillary buildings of little importance. One ply membrane includes application of a single ply directly to deck or insulation substrate or over mechanically fastened or perforated base sheets.

Specify SBS for all hot asphalt membrane applications. Torch applied and cold adhesive applications may include either or both SBS and APP, selected based on the specific application and service conditions intended.

SECTION 07 52 00 Page 9

Felt base sheet may be specified in a low to moderate service three-ply application. Specify venting base sheet for application directly to new concrete deck and over nailable lightweight fill substrate materials.

[ [Minimum [two-ply][three-ply] SBS [or] [APP] [modified bitumen roof membrane consisting of [modified bitumen base sheet][fiberglass felt [venting ]base sheet] [,interply sheet] and cap sheet. Modified bitumen roof membrane must be [set in hot asphalt][torch applied]][set in cold-applied adhesive].]

][ [_____]: Minimum [two-ply][three-ply] SBS [or] [APP] modified bitumen roof membrane consisting of [modified bitumen base sheet][fiberglass felt [venting ] base sheet] [,interply sheet] and cap sheet. Modified bitumen roof membrane must be [set in hot asphalt][torch applied][set in cold-applied adhesive].

] All work must follow the NRCA RoofMan guidelines and standards stated within this Section.

1.3 SUBMITTALS

NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project.

The Guide Specification technical editors have designated those items that require Government approval, due to their complexity or criticality, with a "G". Generally, other submittal items can be reviewed by the Contractor's Quality Control System. Only add a “G” to an item, if the submittal is sufficiently important or complex in context of the project.

For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the "G" designation to indicate the approving authority.

Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO" for District Office (Engineering Division or other organization in the District Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project Office. Codes following the "G" typically are not used for Navy, Air Force, and NASA projects.

An "S" following a submittal item indicates that the submittal is required for the Sustainability Notebook to fulfill federally mandated sustainable requirements in accordance with Section 01 33 29

SUSTAINABILITY REPORTING.

SECTION 07 52 00 Page 10

Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only.][ When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Roof plan; G [, [_____]] drawing depicting wind loads and boundaries of enhanced perimeter and corner attachments of roof system components, as applicable

SD-03 Product Data

NOTE: Edit the product data submission requirements as necessary for the system specified. Include bracketed requirements as applicable to the system being specified (e.g., torch applied systems may not require asphalt in the installation).

Modified Bitumen Sheets; G [, [_____]]

[ Asphalt

][ Cold-Applied Membrane Adhesive; G [, [_____]]

][ Fiberglass Felt; G [, [_____]]

] Primer; G [, [_____]]

Modified Bitumen Roof Cement; G [, [_____]]

[ Pre-Manufactured Accessories

] Fasteners And Plates; G [, [_____]]

Sample Warranty certificate; G [, [_____]]

Submit all data required by Section 07 22 00 ROOF AND DECK INSULATION, together with requirements of this section. Include in data written acceptance by the roof membrane manufacturer of the products and accessories provided. Products must be as listed in the applicable wind uplift and fire rating classification listings, unless approved otherwise by the Contracting Officer.

SD-05 Design Data

NOTE: Coordinate with requirements of "Wind Uplift"

SECTION 07 52 00 Page 11 paragraph. Include bracketed requirement where non-rated systems may be permissible.

Wind Uplift Calculations; G [, [_____]]

[ Provide Engineering calculations, signed, sealed, and dated by a qualified Engineer validating the wind resistance per ASCE 7, ASTM D4073, and ANSI/SPRI/FM 4435/ES-1 of non-rated roof system.

] SD-07 Certificates

Provide evidence that products used within this specification are manufactured in the United States.

Qualification of Manufacturer

Certify that the manufacturer of the modified bitumen membrane meets requirements specified under paragraph entitled "Qualification of Manufacturer."

Qualification of Applicator

Certify that the applicator meets requirements specified under paragraph entitled "Qualification of Applicator."

Qualification of Engineer of Record

Certify that the Engineer of Record is fully qualified, competent, and currently licensed to practice in the project jurisdiction.

NOTE: Include bracketed requirement when hot-mopped membranes are used or base sheets are hot-mopped to non-nailable substrates.

[ Bill of Lading

Submit bill of lading when labels of asphalt containers do not bear the flash point (FP), finished blowing temperature (FBT), and equiviscous temperature (EVT).

] Wind Uplift Resistance; G [, [_____]] classification, as applicable

Fire Resistance classification; G [, [_____]]

Submit the roof system assembly [wind uplift and] fire rating classification listings.

SD-08 Manufacturer's Instructions

NOTE: Edit the manufacturers instructions submission requirements as necessary for the system specified. Include bracketed requirements only as applicable to the system being specified (e.g., torch applied systems may not require asphalt in the installation).

SECTION 07 52 00 Page 12

Modified Bitumen Membrane Application; G [, [_____]]

Flashing; G [, [_____]]

[ Temperature Limitations for Asphalt

][ Torches

][ Cold Adhesive Applied Modified Bitumen Membrane; G [, [_____]]

][ Base Sheet attachment, including pattern and frequency of mechanical attachments required in field of roof, corners, and perimeters to provide for the specified wind resistance.

] Primer

Fasteners

Ventilating Base Sheets

[ Coating Application; G [, [_____]]

] Cold Weather Installation; G [, [_____]]

Include detailed application instructions and standard manufacturer drawings altered as required by these specifications.

[Include membrane manufacturer requirements for nailers and backnailing of roof membrane on steep slopes.] Explicitly identify in writing, differences between manufacturer's instructions and the specified requirements.

SD-11 Closeout Submittals

Warranty

Information Card

Instructions To [Government][Contractor] Personnel

Include copies of Material Safety Data Sheets for maintenance/repair materials.

Submit 20 year "No-Dollar-Limit" warranty for labor and materials.

1.4 QUALITY ASSURANCE

NOTE: All projects with more than 15,000 square feet 1400 square meters of roof area or that is defined as critical use or mission critical in the project DD Form 1391 shall have a Registered Roof Consultant (RRC) or a registered professional engineer (PE) or registered architect (RA) that derives his or her principal income from roofing design on the quality control staff of the design team.

SECTION 07 52 00 Page 13

1.4.1 Qualification of Manufacturer

NOTE: Specify minimum five years manufacturer experience unless directed otherwise by the Government

Modified bitumen sheet roofing system manufacturer must have a minimum of [5][_____] years experience in manufacturing modified bitumen roofing products.

1.4.2 Qualification of Applicator

NOTE: Specify minimum three years as an approved contractor unless directed otherwise by the Government

Roofing system applicator must be approved, authorized, or licensed in writing by the modified bitumen sheet roofing system manufacturer and have a minimum of [five][_____] years experience as an approved, authorized, or licensed applicator with that manufacturer and be approved at a level capable of providing the specified warranty. The applicator must supply the names, locations and client contact information of five projects of similar size and scope that the applicator has constructed using the manufacturer's roofing products submitted for this project within the previous three years.

1.4.3 Qualifications of Photovoltaics (PV) Rooftop Applicator

The PV rooftop applicator must be approved, authorized, or certified by a Roof Integrated Solar Energy (RISE) Certified Solar Roofing Professional (CSRP), and comply with applicable codes, standards, and regulatory requirements to maintain the weatherproofing abilities of both the integrated roof system and photovoltaic system.

1.4.4 Qualification of Engineer of Record

[ Engineer of Record must be currently licensed within the jurisdiction of the project.

][ Engineer of Record must be approved, authorized, and currently licensed by the state of [Florida][_____], and have a minimum of five years experience as an approved Engineer for manufacturers of similar roof systems.

Engineer of Record must supply the names and locations of five projects of similar size and scope for which he has provided engineering calculations using the manufacturer's products submitted for this project within the previous three years. Engineer of Record must provide certified engineering calculations for:

] [Wind uplift requirements][in accordance with [Local and State codes]

ASCE 7,in accordance with International Building Code.

[Seismic requirements per [local] [and state] building codes]

[ Seismic requirements per ICC IBC Chapter 16, Section 1608.3

SECTION 07 52 00 Page 14

][ Snow load requirements per ICC IBC Chapter 16 Section 1608.3 and Section 7 of ASCE 7

]] 1.4.5 Fire Resistance

Complete roof covering assembly must:

NOTE: Specify Class B option only when Class A may not be attainable such as membrane system application directly to wood deck. Provide justification/rationale for Class B option with design submission

a. Be Class A [or B] rated in accordance with ASTM E108, FM 4470, or UL 790 ;

and

b. Be listed as part of Fire-Classified roof deck construction in UL RMSD, or Class I roof deck construction in FM APP GUIDE.

FM or UL approved components of the roof covering assembly must bear the appropriate FM or UL label.

1.4.6 Wind Uplift Resistance

NOTE: Determine the required wind uplift resistance based on ASCE 7 wind loading calculations or applicable building code requirements. The specified FM rating incorporates a safety factor of 2 over the maximum calculated uplift pressure.

Therefore, a FM rating of 1-90 correlates to a maximum uplift calculation of 2.2 kPa 45 psf. When a rated system is specified, ensure the specified roof system is capable of meeting the wind uplift resistance specified. Where non-rated systems may be permissible, include the bracketed option.

Delineate calculated values in the roof specification or drawings. Utilize independently tested and rated roof systems, such as Factory Mutual (FM), Underwriters Laboratories (UL) and Single Ply Roofing Industry (SPRI).

The complete roof system assembly shall be rated and installed to resist wind loads [indicated] [calculated in accordance with ASCE 7] and validated by uplift resistance testing in accordance with Factory Mutual (FM) test procedures. Non-rated systems must not be installed, except as approved by the Contracting Officer. Submit licensed engineer's Wind uplift calculations and substantiating data to validate any non-rated roof system. Base wind uplift measurements on a design wind speed of [_____] km/h [_____] mph in accordance with ASCE 7and/or other applicable building code requirements.

SECTION 07 52 00 Page 15

1.4.7 Preroofing Conference

After approval of submittals and before performing roofing [and insulation] system installation work, hold a preroofing conference to review the following:

a. Drawings, including Roof Plan, specifications and submittals related to the roof work

NOTE: Delete the following statement if the roof work is for a new structure.

[ Field inspection and verification of all existing conditions, including all fire safety issues, existing structure, and existing materials, including concealed combustibles, which may require additional protection during installation.

] b. Roof system components installation

c. Procedure for the roof manufacturer's technical representative's onsite inspection and acceptance of the roof structure, and roofing substrate, the name of the manufacturer's technical representatives, the frequency of the onsite visits, distribution of copies of the inspection reports from the manufacturer's technical representatives to roof manufacturer

d. Contractor's plan for coordination of the work of the various trades involved in providing the roofing system and other components secured to the roofing

e. Quality control, (ARMA PMBRG98) plan for the roof system installation

f. Safety requirements

Coordinate preroofing conference scheduling with the Contracting Officer.

The conference must be attended by the Contractor, the Contracting Officer's designated personnel, and personnel directly responsible for the installation of roofing [and insulation], flashing and sheet metal work, [[mechanical] [and] [electrical] work], other trades interfacing with the roof work, designated safety personnel trained to enforce and comply with ASSE/SAFE A10.24 ,[ Fire Marshall,] and representative of the roofing materials manufacturer. Before beginning roofing work, provide a copy of meeting notes and action items to all attending parties. Note action items requiring resolution prior to start of roof work.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

NOTE: Include bracketed requirement when hot-mopped membranes are used or base sheets are hot-mopped to non-nailable substrates.

Deliver materials in manufacturers' original unopened containers and rolls with labels intact and legible. Mark and remove wet or damaged materials from the site. Where materials are covered by a referenced specification, SECTION 07 52 00 Page 16 the container must bear the specification number, type, and class, as applicable. [Labels or bill of lading for roofing asphalt must indicate asphalt type, FP, FBT, and EVT, that is, the temperature at which the viscosity is either 125 centistokes when tested in accordance with ASTM D2170/D2170M or 75 centipoise when tested in accordance with ASTM D4402/D4402M .] Deliver materials in sufficient quantity to allow work to proceed without interruption.

1.5.2 Storage

Protect materials against moisture absorption and contamination or other damage. Avoid crushing or crinkling of roll materials. Store roll materials on end on clean raised platforms or pallets one level high in dry locations with adequate ventilation, such as an enclosed building or closed trailer. Do not store roll materials in buildings under construction until concrete, mortar, and plaster work is finished and dry. Maintain roll materials at temperatures above 10 degrees C 50 degrees F for 24 hours immediately before application. Do not store materials outdoors unless approved by the Contracting Officer. Completely cover felts stored outdoors, on and off roof, with waterproof canvas protective covering. Do not use polyethylene sheet as a covering. Tie covering securely to pallets to make completely weatherproof. Provide sufficient ventilation to prevent condensation. Do not store more materials on roof than can be installed the same day and remove unused materials at end of each days work.

Distribute materials temporarily stored on roof to stay within live load limits of the roof construction.

Maintain a minimum distance of 10.67 meters 35 foot for all stored flammable materials, including materials covered with shrink wraps, craft paper and/or tarps from all torch/welding applications.

Immediately remove wet, contaminated or otherwise damaged or unsuitable materials from the site. Damaged materials may be marked by the Contracting Officer.

1.5.3 Handling

Prevent damage to edges and ends of roll materials. Do not install damaged materials in the work. Select and operate material handling equipment to prevent damage to materials or applied roofing.

1.6 ENVIRONMENTAL REQUIREMENTS

Do not install roofing system when air temperature is below 4.44 degrees C 40 degrees F, during any form of precipitation, including fog, or when there is ice, frost, moisture, or any other visible dampness on the roof deck. Follow manufacturer's printed instructions for Cold Weather Installation.

[ 1.7 [TORCH][HOT-MOPPED ASPHALT] APPLIED [(HEAT WELD)] MODIFIED BITUMEN

MEMBRANE SAFETY

NOTE: Retain the respective brackets and paragraphs indicating a "Torch Applied" system from the following requirements when membrane or flashing is torch applied.

Retain the respective brackets and paragraphs

SECTION 07 52 00 Page 17 indicating a "Hot-Mopped Asphalt" application from the following requirements when membrane or flashing is hot-mopped applied.

If a combination of both torch applied and hot mopped applied systems is used, retain both sets of paragraphs and brackets.

1.7.1 Property Protection

Take all precautions necessary to prevent ignition of combustible materials during [torch application][hot-mopped asphalt application] of roofing.

Immediately call the fire department if a fire commences. Review all fire safety procedures as outlined at the pre-roofing conference.

NOTE: The following two paragraphs apply to both torch and hot-mopped application methods.

Install materials using the techniques recommended by CERTA NRCA/MRCA Certified Roofing Torch Applicator Program available from the National Roofing Contractors Association (NRCA) and the Midwest Roofing Contractors Association (MRCA) as endorsed by the Asphalt Roofing Manufacturers Association (ARMA) and the United Union of Roofers, Waterproofers and Allied Workers. Application procedures must comply with NFPA 241 , OSHA 29 CFR 1910 and 29 CFR 1910.12 , 29 CFR 1926.16 , 29 CFR 1926 Subpart F.[, UL Fire Resistance Directory Volume No. 1, NRCA R&W Manual, and Florida Building Code Volume 2004.]

Do not store flammable liquids on the roof.

NOTE: Torch Applied

Provide a minimum of two 10 liter 2.65 gallon containers of water and two fully charged minimum [ 9.072 kg 20 pound CO2][ 9.072 kg 20 pound ABC (dry chemical)] fire extinguishers in separate, easily accessible locations on the roof and within [ 9.144 meters 30 foot][ 3.048 meters10 foot] of each [torch work area][hot-mopped kettle] at all times.

NOTE: Hot-Mopped Applied

No AsphaltKettles are allowed on roofs. Locate kettles and supply LP-Gas Cylinders safely and secured per NFPA 241 outside of the building's perimeter a minimum of 6.096 m 20 foot from the structure and any combustible materials.

Maintain a minimum separation of 6.096 m 20 foot between LP-Gas Cylinders and kettle. Provide protective fire retardant blanket barrier or shield between any building structure to a minimum height of 8 foot and a clear surround distance of 2.44 m 4 foot if operations force placement of kettle within a distance of 6.096 m 20 foot. Do not obstruct or place kettles or Cylinder storage within 3.048 m 10 foot of exits, means of egress, gates, roadways, entrances. Locate kettles downwind and away from any building

SECTION 07 52 00 Page 18 air intakes.

Provide a minimum of two portable fully charged [ 9.072 kg 20 pound CO2] [ 9.072 kg 20 pound ABC (dry chemical)] fire extinguishers no closer than

1.524 m 5 foot and no further than 7.62 m 25 foot of horizontal travel distance from each kettle at all times while kettle is in operation, in easily accessible and identifiable locations. Also provide [a minimum of one][two] multipurpose 2-A:20-B:C portable fire extinguisher on the roof being covered or repaired.

Comply with the following safety procedures:

a. Fuel containers, burners, and related appurtenances of roofing equipment in which liquefied petroleum gas is used for heating must comply with the requirements of NFPA 58 .

b. Fuel containers having capacities greater than one pound must be located a minimum of 3.048 m 10 foot clear distance from the burner flame.

c. All LP-Gas Cylinders must be clearly labeled "Flammable Gas", and secured to prevent accidental tip-over.

d. Check all pressure regulators and hoses prior to use for proper functioning and integrity.

e. Turn off fuel supply at LP Gas Cylinder when kettle is not in use.

f. Equip all kettles with a functioning temperature measuring device to ensure no heating in excess of 10 degrees C 50 degrees F below the flash point.

g. Provide covers, lid, or top which are close fitting, constructed of minimum No.14 manufacturer's gauge steel, and can be gravity closed on all kettles.

h. Clean all roofing mops and rags free of excess asphalt and store safely away from all combustible materials. Store discarded roofing mops and rags in a non-combustible container and remove from site each day.

i. Position all pump lines handling hot asphalt securely and equip all pump lines with a shut-off valve on each with a coupler which may be opened when lines are full. Do not subject pump lines to pressures in excess of safe and recommended NRCA and ARMA working pressures.

Station an operator near the equipment to cut off flow and care for other emergencies while conducting heating, pumping and application operations.

j. Asphalt bucket used by roofers or workers in similar trades must be constructed of minimum No. 24 gauge or heavier sheet steel and have a metal bail of no less than 6.35 mm 1/4 inch diameter material. The bail is to be fastened to offset ears or equivalent which have been riveted, welded, or otherwise safely and securely attached to the bucket.

Soldered bail sockets are prohibited. Position workers and other employees to avoid being struck by bucket or other roofing materials, which may accidentally fall while being hoisted, lowered, or used in the roofing operation. Provide safety barriers and caution signs at all skylights or other roof holes.

SECTION 07 52 00 Page 19

k. Do not use flammable liquids with a flash point below 37.78 degrees C 100 degrees F (gasoline and similar products) for cleaning purposes.

Do not use solid fuel or Class I liquids as fuel for roofing asphalt kettles. Provide a minimum of one employee fully knowledgeable of kettle operations and hazards to maintain constant surveillance during kettle operation within a minimum distance of 7.62 m 25 foot of the kettle.

NOTE: Torch Applied and Hot-Mopped Applied

Check all fire extinguishers prior to commencement of work, and upon completion of the day's work, to ensure fullness and operability.

Project supervisor must make daily inspections with the facility manager of all conditions and operations which could present hazards during [torching][hot-mopped] applications and issue directives to address all such concerns and items of the work and existing conditions.

Identify and protect all combustible roof components, possible fire traps, and hidden hazards. Seal off voids or openings in the substrate with non-combustible materials prior to installing [torch-applied][hot-mopped applied] materials in the area. Install protective fire retardant blankets and shields at building walls, eaves, parapets and equipments curbs constructed of combustible materials within 0.9144 meter 3 foot radius of the area of [torch work][hot-mopped kettle] prior to commencement of the work.

When working around intakes and openings, temporarily disconnect and block to prevent [flame of torch][fumes from kettle] from being drawn into the opening.[ Provide non-combustible shielding or flame guard protection where gaps or voids occur in the construction in area of torch work.]

1.7.2 Fire Watch

NOTE: Torch Applied and Hot-Mopped Applied

All personnel on the roof during [torch application][hot-mopped application] must be properly trained to use a fire extinguisher. Provide a fire watch for a minimum of [two hours after completion of all torch work][30 minutes after completion of hot-mopped kettle operations] at the end of each work shift. Maintain the fire watch for additional time required to ensure no potential ignition conditions exist. [Utilize heat sensing meters to scan for hot spots in the work.][For torch applications, provide and utilize a minimum of one certified heat detection gun per torch for use during the fire watch to verify cool, safe and non-combustible conditions exist. Provide a minimum duration fire watch of two hours conducted by personnel properly trained to survey the underside of the roof deck (where possible) and the topside of possible smoldering elements.]

NOTE: Torch Applied

Do not torch in areas of poor and/or no visibility (curbs, corners, eaves, expansions joints, flashing, other voids and small penetrations) which

SECTION 07 52 00 Page 20 could allow a torch flame to ignite combustible material(s) hidden from view or within the underside of the roof deck or building interior. Use cold finish applications in these areas whenever possible and per manufacturer's printed instructions, NRCA 4002, MRCA R&NW manual for "cold adhered" materials.

NOTE: Torch Applied and Hot-Mopped Applied

Do not leave the rooftop unattended during breaks in work during a work shift. Walk and scan all areas of application checking for hot spots, fumes, or smoldering, especially at wall and curb areas, prior to departure at the end of each work shift. Ensure any and all suspect conditions are eliminated prior to leaving the site each work shift.

NOTE: Torch Applied

1.7.3 Open Flame Application (Torch) Equipment and Personnel Safety

Only NRCA/MRCA CERTA certified roofing applicators are allowed to operate any torching equipment. Verify that all such applicators maintain and are currently carrying a valid Certified Roofing Torch Applicator (CERTA) card.

NOTE: Torch Applied and Hot-Mopped Applied

All crew members must be trained in preventive measures for indirect and direct dangers and hazards associated with roofing work, which include, but are not limited to the following:

a. Heat Stress: Wear light colored clothing, a hat for ultra-violet protection, and other eye protective devices. Drink sufficient quantities of non-alcoholic, non-caffeine liquids. Stage shifts for crew members to allow for breaks from heat and sun exposure without interfering with work progress.

b. First Aid for Burns: Immediately call for an ambulance. Contact local Occupational Health Services (OHS).

All crew members must wear correct personal protective equipment (PPE), including. but not limited to the following items:

a. Long-sleeved shirts buttoned at the collar and cuffs,and must be made of non-flammable materials. Polyester materials are not allowed.

b. Work boots covering ankles with rubber or composite soles.

c. Long pants without cuffs to extend over the top of the work boots, and must be made of non-flammable materials. No polyester allowed.

d. Heavy leather gloves and/or flame retardant gauntlets which must be worn during all handling of a torch, whether operating or not.

e. OSHA and ANSI/ISEA Z87.1 approved face shields, goggles and/or safety glasses to be worn during torching and any other applicable roofing

SECTION 07 52 00 Page 21 functions.

f. OSHA and ANSI approved hard hats.

1.7.4 Wind Conditions

Use side shields with all torching operations when winds are occurring to prevent flame distortion of end burners. Use torch machine equipment with bottom shield plate to prevent flame spread on to roof deck and substrate.

When high wind gusts are present, notify the safety officer and cease all use of torching equipment until wind conditions lower and authorization from the safety officer to proceed is received.

] 1.8 SEQUENCING

Coordinate the work with other trades to ensure that components which are to be secured to or stripped into the roofing system are available and that permanent flashing and counter flashing, per NRCA Details , and are installed as the work progresses. Ensure temporary protection measures are in place to preclude moisture intrusion or damage to installed materials.

[Application of roofing must immediately follow application of insulation as a continuous operation. Coordinate roofing operations with insulation work so that all roof insulation applied each day is covered with roof membrane installation the same day.]

1.9 WARRANTY

Provide roof system material and workmanship warranties meeting specified requirements. Provide revision or amendment to standard membrane manufacturer warranty as required to comply with the specified requirements. Minimum manufacturer warranty shall have no dollar limit, cover full system water-tightness, and shall have a minimum duration of 20 years.

1.9.1 Roof Membrane Manufacturer Warranty

NOTE: Designer may specify 5 or 10 year manufacturer warranty on facilities of small roof area and of minor importance where interiors and contents are not severely impacted by water intrusion and any time a one-ply modified bitumen membrane system is specified. Environmentally controlled interiors with one-ply membrane require a minimum 10 year warranty.

Furnish the roof membrane manufacturer's 20-year no dollar limit roof system materials and installation workmanship warranty, including flashing, insulation in compliance with [ ASTM C1289], and accessories necessary for a watertight roof system construction. Provide warranty directly to the Government and commence warranty effective date at time of Government's acceptance of the roof work. The warranty must state that:

a. If within the warranty period the roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, blisters, splits, tears, delaminates, separates at the seams, or shows evidence of excessive weathering due to defective

SECTION 07 52 00 Page 22 materials or installation workmanship, the repair or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship are the responsibility of the roof membrane manufacturer. All costs associated with the repair or replacement work are the responsibility of the roof membrane manufacturer.

b. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty.

c. Upon completion of installation, and acceptance by the [Contracting Officer] [, Architect][, Construction Manager] and Roofing System Engineer of Record, the manufacturer must supply the appropriate warranty to the Owner.

d. Installer must submit a minimum two year warranty to the membrane manufacturer from the date of acceptance, with a copy to the [Contracting Officer] [, Architect][, Construction Manager] and Roofing System Engineer of Record.

1.9.2 Roofing System Installer Warranty

The roof system installer must warrant for a period of two years that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. Write the warranty directly to the Government. The roof system installer is responsible for correction of defective workmanship and replacement of damaged or affected materials.

The roof system installer is responsible for all costs associated with the repair or replacement work.

1.9.3 Continuance of Warranty

Repair or replacement work, ARMA 410BUR88, NRCA C3701 that becomes necessary within the warranty period and accomplished in a manner so as to restore the integrity of the roof system assembly and validity of the roof membrane manufacturer warranty for the remainder of the manufacturer warranty period.

1.10 CONFORMANCE AND COMPATIBILITY

The entire roofing and flashing system must be in accordance with specified and indicated requirements, including fire and wind resistance ( ANSI/SPRI/FM 4435/ES-1 ) requirements. Work not specifically addressed and any deviation from specified requirements must be in general accordance with recommendations of the NRCA Roofing and Waterproofing Manual, membrane manufacturer published recommendations and details, and compatible with surrounding components and construction. Submit any deviation from specified or indicated requirements to the Contracting Officer for approval prior to installation.

1.11 ELIMINATION, PREVENTION OF FALL HAZARDS

NOTE: Any part or component of the building, facility, structure, or equipment requiring future maintenance work shall incorporate in the design

SECTION 07 52 00 Page 23 fall prevention methods or techniques to eliminate fall hazards, in accordance with ANSI/ASSE A1264.1.

Fall prevention methods may include identifying, designing, and installing anchorages (hard points) for safe use of fall arrest equipment and systems.

The materials used shall be selected for metal compatibility in order to minimize corrosion, type 316 stainless steel is recommended.

1.11.1 Fall Protection

1.12 COOL ROOFS

NOTE: Standards such as LEED® and UFC 1-200-02 promote the use of cool roofing, and increased energy conservation through additional insulation.

Cool roof design shall follow the requirements in UFC 3-110-03 "Roofing" Chapter 1, Cool Roofs.

Consider that when cool roofing is used with insulation R values greater than 24, the 'cool roof' surface has little if no influence on the energy performance of the building. Additionally, designers should be aware of the possible negative impacts of using cool roofing that may result in unintended consequences. Mechanically-fastened single-ply roof systems shall comply with the requirements for mechanically-fastened single-ply systems in UFC 3-110-03 "Roofing", Chapter 2. Condensation on the underside of mechanically-fastened systems can result in ice build-up in winter, mold growth on the facers, moisture dripping into the interior, and replacement of the roofs with less than four years of service. See Appendix B of UFC 3-110-03 for more information. Poor design of cool roofs in ASHRAE climate zones 4 and higher have resulted in the unintended consequence of condensation below the membrane -- a result of the material's inability to warm and drive moisture downward. Roofs that experience this condensation have had to be replaced. Other unintended consequences include the overheating of masonry walls, interior spaces, roof top piping and mechanical equipment as a result of the reflected UV rays.

NOTE: Cool roof design shall follow the requirements in UFC 3-110-03 "Roofing", Appendix B, and ASHRAE 90.1 - SI ASHRAE 90.1 - IP Chapter 5, for the design of insulation and energy performance of the building. Cool roof design for insulation shall meet at a minimum the ASHRAE 90.1 - SI ASHRAE 90.1 - IP Chapter 5 zone requirements. Inadequate design of cool roofs in ASHRAE climate zones 4 and higher have resulted in unintended consequences of

SECTION 07 52 00 Page 24 condensation below the membrane, overheating of masonry walls, interior spaces, roof top piping and mechanical equipment as a result of the reflected UV rays.

NOTE: If a cool roof is selected, meet the ASHRAE

90.1 - SI ASHRAE 90.1 - IP Chapter 5 values for cool roofing. If a cool roof is not selected in zones 1-3, meet one of the exception requirements listed in ASHRAE 90.1 - SI ASHRAE 90.1 - IP Chapter 5 or provide thermal insulation above the deck with an R value of 33 or greater.

[ Meet the ASHRAE 90.1 - SI ASHRAE 90.1 - IP Chapter 5 values for cool roofing. If a cool roof is not selected in zones 1-3, meet one of the exception requirements listed in ASHRAE 90.1 - SI ASHRAE 90.1 - IP Chapter 5 or provide…