11694.01_Dania_Beach_City_Hall_Roof_Improvements_SPECS_100%.pdf

PDF 588 KB Posted Sep 15, 2026

Attached to: City Hall Roof Improvements
Solicitation number: 26-028
Issued by: Santa Rosa County, Harold CDP, Florida

About this file

Written by GovTribe AI · Sep 29, 2026

This is a Technical Specifications document prepared by WGI, Inc. for the City of Dania Beach, Florida, detailing requirements for City Hall Roof Improvements (Project #11694.01). The specifications encompass rough carpentry, thermal and moisture protection, roof insulation, SBS-modified bituminous roofing system, sheet metal flashing and trim, roof specialties including gutters and downspouts, and joint sealants. The project requires furnishing all labor, materials, and equipment necessary for roof improvements including wood decking replacement where damaged, preservative-treated lumber meeting ASTM standards, polyisocyanurate insulation with minimum 1.5-inch board thickness, asphaltic or gypsum cover-boards, SBS-modified bitumen base and cap sheets with cold adhesive or heat-welded applications, liquid-applied reinforced flashings, aluminum gutters and downspouts fabricated per SMACNA standards, and elastomeric joint sealants. The contractor must be authorized by the roofing system manufacturer (basis of design is SOPREMA with Johns Manville and Polyglass as approved equals) prior to the bidding period and maintain a full-time on-site superintendent experienced with the specified systems. Sealed bids are to be submitted through the City's e-Procurement Portal by 10:00 a.m. on Wednesday, October 28, 2026, with late bids not accepted. The contractor warrants all work against defects for one year from the date of substantial completion, and the manufacturer provides a 20-year no-dollar-limit warranty with the contractor providing a 2-year workmanship warranty.

Pricing is submitted on a lump-sum basis with no change orders or additional funding permitted upon contract award. The specifications require manufacturer qualifications including 20 years of manufacturing experience, ISO 9001 registration, trained technical field representatives, and timely site visit reports. Contractor qualifications mandate authorization from the manufacturer, completion of similar scope projects using the same materials, skilled applicators in specified application methods, daily on-site record maintenance documenting material installation and project conditions, and availability of all submittal documents on-site for reference. All materials must be delivered in unopened original packaging and stored in dry, weatherproof locations with outdoor storage at least 4 inches above ground level on raised pallets. Environmental conditions must be monitored throughout installation including substrate temperature, ambient temperature, humidity, and dew point to prevent condensation. The project specifically references compliance with the 2023 Florida Building Code, ASTM standards for roofing materials and testing, FM Class 1 fire classification requirements, and NRCA guidelines for roofing installation practices.

View the file

Other files

File	Type	Posted
City_Hall_Roof_Improvements_(Addendum_#2_Revision).pdf	PDF	Oct 23, 2026
City_Hall_Roof_Improvements_(Addendum_#1_Revision).pdf	PDF	Oct 8, 2026
City_Hall_Roof_Improvements.pdf	PDF	Sep 28, 2026
City_Hall_Roof_Improvements_Agreement_(1).pdf	PDF	Sep 22, 2026
PERFORMANCE_BOND.pdf	PDF	Sep 16, 2026
PAYMENT_BOND.pdf	PDF	Sep 16, 2026
11694.01_Dania_Beach_City_Hall_Roof_Improvements_-_100%_CD_SS.pdf	PDF	Sep 15, 2026
Dania_Beach_City_Hall_Roof_Request_For_Bids.pdf	PDF	Sep 15, 2026
5320_Spruce_Street,_Gulf_Breeze,_FL_32563_(Addendum_#1_Revision).pdf	PDF	Mar 20, 2026
5320_Spruce_Street,_Gulf_Breeze,_FL_32563.pdf	PDF	Mar 4, 2026
25-028_Housing_Rehabilitation_Draft.pdf	PDF	Feb 27, 2026
SR_Bid_Packet_6.2024.pdf	PDF	Feb 27, 2026
0206_5320_Spruce_updated_SOW.pdf	PDF	Feb 27, 2026

Show all 13

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TOC – Page 1 of 2

TECHNICAL SPECIFICATIONS

DANIA BEACH CITY HALL ROOF

IMPROVEMENTS

PROJECT # 11694.01

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G1-16.005 F.A.C.

Prepared By: William Kenney License No. AR102829 Company: WGI, INC.

Address: 3111 W. MLK Jr. Blvd., Suite 400 City, State, Zip: Tampa, FL, 33607

TOC - Page 2 of 2

TABLE OF CONTENTS

SECTION TITLE DISCIPLINE

SIGNATURE SHEET/ TABLE OF CONTENTS Not Applicable

DIVISION 01 - GENERAL REQUIREMENTS

Refer to Broward County Parks and Recreation Division Project Manual

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY Architectural

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF INSULATION Architectural 07 62 00 SHEET METAL FLASHING AND TRIM Architectural 07 52 16 SBS – MODIFIED BITUMINOUS SHEET ROOFING SYSTEM Architectural 07 71 00 ROOF SPECIALTIES Architectural

07 90 00 JOINT SEALANTS

Architectural

END OF TABLE OF CONTENTS

06 10 00 - Page 1 of 4

SECTION 06100 ROUGH CARPENTRY

PART 1 - GENERAL

1.01 SCOPE:

A. Summary of Work: The WORK of this SECTION shall consist of furnishing all labor, materials, and equipment necessary for all rough carpentry as shown on the drawings and specified herein.

B. Related Work Specified Elsewhere:

1. SECTION – 07527 SBS – Modified Bituminous Sheet Roofing System

2. SECTION – 07620 Sheet Metal Flashing and Trim

1.02 APPLICABLE STANDARDS AND PUBLICATIONS:

A. Standards or Codes: The edition of the standards of the organizations listed below in effect at the time of the advertisement for bids form a part of this specification to the extent referenced. In the case of a conflict between the requirements of this SECTION and those of the listed document, the requirements of this SECTION shall prevail.

1. American Society for Testing and Materials (ASTM).

2. Southern Pine Inspection Bureau, Standard Grading Rules, latest edition, (SPIB).

3. American Wood Preservers Institute (AWPI).

1.03 SUBMITTALS:

A. Submit for review, properly identified product data on wood preservative treatments proposed.

B. Furnish certificates from wood treating plant or material supplier that all rough lumber supplied conforms to referenced specifications. Certificates shall include grade, species and moisture.

1.04 WARRANTY: The CONTRACTOR shall warrant the WORK against defects for one (1) year from the date of Substantial Completion.

PART 2 - PRODUCTS

2.01 PRODUCT REQUIREMENTS:

A. General Requirements:

1. Sizes: Lumber sizes to conform to Prod. Std. PS 20 and unless otherwise specified to be surfaced on four sides. Sizes for materials other than lumber to conform to requirements of the rules or standards under which they are produced. Size references, unless otherwise specified, are nominal sizes, and actual sizes to be within manufacturing tolerances allowed by standard under which product is produced.

a. Wood Decking: Provide wood decking where damaged or deteriorated. Decking to match existing wood deck planks in size, species and grade. Anchor new decking per requirements of approved NOA system.

2. Preservative Treatment:

a. Wood members and plywood specified in this SECTION to be preservative treated by pressure methods and so marked, in accordance with American Wood Preservers Institute Standards.

06 10 00 - Page 2 of 4

b. Treatment shall be selected from one of the following:

i. DOT Sodium Borate (SBX)

ii. Alkaline Copper Quaternary (ACQ-C and ACQ-D with carbonate)

iii. Copper Azole (CBA-A and CA-B)

c. Treatment of wood to be painted or to make contact with painted parts, and wood to which finishing materials will be fastened to be in accordance with AWPI Standards LP-2 or LP-

4. Wood treated with oil-borne preservative to be clean, free from surface oil, and properly seasoned for use in building construction. Wood treated with water-borne preservatives to be air-dried or kiln dried to moisture content specified for lumber and marked with word "Dry." Treated wood that is cut to be brush-coated with preservative used in original treatment.

B. Performance Requirement:

1. Grading and Marking: Lumber and plywood to bear grade mark, stamp, or other identifying marks indicating grades of material and rules of standards under which they are produced. Such identifying marks on a material to be in accordance with rule or standard under which material is produced, including requirements for qualifications and authority of inspection organization, usage of authorized identification, and information included in identification.

a. Inspection agency for lumber shall be certified by Board of Review, American Lumber Standards Committee, to grade species used. Except for plywood and lumber, bundle marking or certificates will be permitted in lieu of marking each individual piece.

2. Moisture Content: Moisture content shall conform to the rules for the lumber association or the inspection bureau under which the lumber is graded but shall not exceed 15 percent for boards and dimensional lumber 2 inches or less in thickness.

a. At time lumber is delivered and installed in work the moisture content is to be as follows:

i. Treated lumber two (2) inches or less in thickness: 15 percent maximum,

ii. Treated lumber over two (2) inches in thickness: 18 percent maximum.

iii. Plywood: 18 percent maximum.

3. Delivery, Handling, and Storage:

a. Wood materials shall be securely bundled and shipped with adequate moisture-resistant covers to preclude damage by weather or handling during delivery, when stored, and during construction.

b. Wood materials that must be stored outdoors before immediate use shall be placed in orderly piles and stored on blocks above ground. Lumber shall be stored in stacks with provision for air circulation within stacks. Material shall be protected from the elements with moisture-resistant covers.

C. Materials of Construction:

1. Accessories and Nails:

a. Anchor Bolts: Galvanized steel, size as indicated, complete with nuts and washers.

b. Bolts and Nuts: Lag, toggle, and miscellaneous bolts, and screws: Bolts and nuts shall be carbon steel, hot-dipped galvanized, of type and size, best suited for intended use, complete with nuts and washers, conforming to ASTM A307. Lag screws or lag bolts shall be commercial steel, galvanized.

c. Clip Angles: Galvanized steel, 3/16-inch thick, size best suited for the intended use; or galvanized steel commercial clips designed for connecting wood members.

06 10 00 - Page 3 of 4

d. Concrete Expansion Anchors: All metal type of size best suited for intended use. Steel to be cadmium zinc plated. Stainless steel Tap-Con type screws may be used as an alternate to expansion anchors in concrete.

e. Nails: Size and type best suited for purpose, in accordance with ASTM F1667-03 when applicable to type used. In general, 8-penny or larger nails to be used for nailing through one (1) inch thick lumber and for toe nailing two (2) inch thick lumber; 16-penny or larger nails to be used for nailing through two (2) inch thick lumber.

f. Bar or Strap Anchors shall be steel conforming to ASTM A36. Hot-dip galvanized coating shall be in accordance with ASTM A123.

2. Miscellaneous Wood Members Species and Grade Table:

RULES

Species NELMA WCLB WWP SPIB

Douglas Fir-Larch Standard No. 3 Comm No. 2 No. 2

Hem – Fir Standard No. 3 Comm No. 2 No. 2

Southern Pine No. 2 Board No. 1

Douglas Fir South No. 3 Comm No. 2

Eastern Hemlock No. 3 Comm

Tamarack No. 2

a. Nonstress graded members to include plates, caps, bucks, studs, blocking, furring, grounds, nailers, sleepers and cants. Members to be standard grade or No. 2 grade.

Nonstress member grades to conform to National Grading Rule for Dimension Lumber established in conformance with Section 10 of Prod. Std. PS 20 and as applied in individual grading rules of applicable grading agencies. For species graded under other grading rules, grade used to be equivalent to grades outlined above. Sizes to be as follows unless otherwise shown.

3. General Use Plywood: Exterior type soft-wood plywood conforming with U.S. Department of Commerce PS 1-66, bearing APA grade mark in according with the American Plywood Association. Grade to be C-C plugged EXT-APA, or better. Thickness to be as indicated or as required.

4. Exterior Wood Buck Setting Compound: Vinyl emulsion type sealant, Vin-Lox Kaok Sealant, E- Bond Epo-Seal, or VIP Caulking and Bedding Compound.

PART 3 - EXECUTION

3.01 INSTALLATION:

A. Members to be closely fitted, accurately set to required lines and levels, and rigidly secured in place.

Nailing to be in accordance with the recommended Nailing Schedule as contained in the National Forest Products Association publication, Manual for House Framing. Where detailed nailing requirements are not specified, nail size and nail spacing to be sufficient to develop an adequate strength for connection without splitting members. Members to be framed for passage of ducts and

06 10 00 - Page 4 of 4 pipes and not be cut, notched, or bored more than 1/4 of their depth without adequate and review reinforcing.

B. Blocking to be provided as necessary for application of other materials or building items. Blocking to be cut to fit between framing members and rigidly nailed thereto.

C. Washer shall be provided under bolt heads or nuts in contact with wood. Lumber shall be bored to receive bolts.

END OF SECTION

07 22 00 - Page 1 of 8

SECTION 07 22 00 ROOF INSULATION

PART 1 GENERAL

1.01 SUMMARY

A. Work shall include, but is not limited to, the following:

1. Preparation of existing roof deck and all flashing substrates.

2. Thermal Barrier

3. Insulation

4. Cover-board

5. SBS Modified Bitumen Laminated Cover-board

6. All related materials and labor required to complete specified roofing necessary to receive specified manufacturer’s warranty.

1.02 RELATED SECTIONS

A. Division 075216 – Styrene-Butadiene-Styrene (SBS) Modified Bitumen Membrane Roofing B. Division 076200 – Sheet Metal Flashing and Trim

1.03 DEFINITIONS

A. ASTM D 1079-Definitions of Term Relating to Roofing and Waterproofing.

B. The National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual, Fifth

Edition Glossary.

1.04 REFERENCES

A. AMERICAN SOCIETY OF CIVIL ENGINEERS - Reference Document ASCE 7, Minimum Design Loads for Buildings and Other Structures.

B. AMERICAN STANDARD OF TESTING METHODS (ASTM):

1. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Insulation Board.

2. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Damp proofing, and Waterproofing.

C. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)::

1. ANSI/SPRI FX-1, Standard Field Test Procedure for Determining the Withdrawal Resistance of Roofing Fasteners.

2. ANSI/FM 4474- American National Standard for Evaluating the Simulated Wind Resistance of Roof Assemblies Using Static Positive and/or Negative Differential Pressures.

D. FACTORY MUTUAL (FM):

1. FM 4450 - Approval Standard - Class I Insulated Steel Roof Decks.

2. FM 4470 - Approval Standard - Class I Roof Covers.

E. FLORIDA BUILDING CODE (FBC):

1. 2023 Florida Building Code (FBC).

F. NATIONAL ROOFING CONTRACTORS’ ASSOCIATION (NRCA).

07 22 00 - Page 2 of 8

G. UNDERWRITERS LABORATORY (UL):

1. UL 790 Standard Test Methods for Fire Tests of Roof Coverings.

2. UL 1256 – Fire Test of Roof Deck Constructions.

1.05 ACTION SUBMITTALS

A. Product Data Sheets: Submit manufacturer’s product data sheets, installation instructions and/or general requirements for each component.

B. Safety Data Sheets: Submit manufacturer’s Safety Data Sheets (SDS) for each component.

C. Sample/Specimen Warranty from the manufacturer and contractor.

D. Shop Drawings: Provide roof plan and applicable roof system detail drawings.

1.06 INFORMATIONAL SUBMITTALS

A. Contractor Certification: Submit written certification from roofing system manufacturer certifying that the applicator is authorized by the manufacturer to install the specified materials and system.

1.07 CLOSEOUT SUBMITTALS

A. Warranty: Provide manufacturers and contractor’s warranties upon substantial completion of the roofing system.

1.08 QUALITY ASSURANCE

A. MANUFACTURER QUALIFICATIONS:

1. Manufacturer shall have 20 years of experience manufacturing roofing materials.

2. Trained Technical Field Representatives, employed by the manufacturer, independent of sales.

3. Provide reports in a timely manner of all site visit reports.

4. Provide specified warranty upon satisfactory project completion.

B. CONTRACTOR QUALIFICATIONS:

1. Contractor shall be authorized by the manufacturer to install specified materials prior to the bidding period through satisfactory project completion.

2. Applicators shall have completed projects of similar scope using same materials as specified herein.

3. Contractor shall provide full time, on-site superintendent or foreman experienced with the specified roof system through satisfactory project completion.

4. Applicators shall be skilled in the application methods for all materials.

5. Contractor shall maintain a daily record, on-site, documenting material installation and related project conditions.

6. Contractor shall maintain a copy of all submittal documents, on-site, available always for reference.

1.09 DELIVERY, STORAGE AND HANDLING

A. Refer to each product data sheet or other published literature for specific requirements.

B. Deliver materials and store them in their unopened, original packaging, bearing the manufacturer's name, related standards, and any other specification or reference accepted as standard.

07 22 00 - Page 3 of 8

C. Protect and store materials in a dry, well-vented, and weatherproof location. Only materials to be used the same day shall be removed from this location.

D. When materials are to be stored outdoors, store away from standing water, stacked on raised pallets or dunnage, at least 4 in or more above ground level. Carefully cover storage with “breathable” tarpaulins to protect materials from precipitation and to prevent exposure to condensation.

E. Properly dispose of all product wrappers, pallets, cardboard tubes, scrap, waste, and debris. All damaged materials shall be removed from job site and replaced with new, suitable materials.

1.10 SITE CONDITIONS

A. SAFETY:

1. The contractor shall be responsible for complying with all project-related safety and environmental requirements.

2. Refer to NRCA CERTA recommendations, local codes and building owner’s requirements for hot work operations.

3. The contractor shall review project conditions and determine when and where conditions are appropriate to utilize the specified liquid-applied, or semi-solid roofing materials.

When conditions are determined by the contractor to be unsafe or undesirable to proceed, measures shall be taken to prevent or eliminate the unsafe or undesirable exposures and conditions, or equivalent approved materials and methods shall be utilized to accommodate requirements and conditions.

4. The contractor shall review project conditions and determine when and where conditions are appropriate to utilize the specified hot asphalt-applied materials. When conditions are determined by the contractor to be unsafe or undesirable to proceed, measures shall be taken to prevent or eliminate the unsafe or undesirable exposures and conditions, or equivalent approved materials and methods shall be utilized to accommodate requirements and conditions.

5. The contractor shall refer to product Safety Data Sheets (SDS) for health, safety, and environment related hazards, and take all necessary measures and precautions to comply with exposure requirements.

B. ENVIRONMENTAL CONDITIONS:

1. Monitor substrate temperature and material temperature, as well as all environmental conditions such as ambient temperature, moisture, sun, cloud cover, wind, humidity, and shade. Ensure conditions are satisfactory to begin work and ensure conditions remain satisfactory during the installation of specified materials. Materials and methods shall be adjusted as necessary to accommodate varying project conditions. Materials shall not be installed when conditions are unacceptable to achieve the specified results.

2. Precipitation and dew point: Monitor weather to ensure the project environment is dry before, and will remain dry, during the application of roofing materials. Ensure all roofing materials and substrates remain above the dew point temperature as required to prevent condensation and maintain dry conditions.

3. Mopping asphalt application: Primer, where used, shall be fully dry before applying hot asphalt. Take all necessary measures and monitor all conditions, to ensure the specified asphalt temperature is no less than 400F (204C) at the point of contact with the specified membrane as it is rolled into the hot asphalt.

1.11 PERFORMANCE REQUIREMENTS

A. FIRE CLASSIFICATION:

1. Roof construction performance testing shall be in accordance with UL 1256, FM 4450, or

07 22 00 - Page 4 of 8

FM 4470 to meet the specified requirements for interior flame spread and fuel contribution.

a. Roof construction meets requirements of UL 1256, or FM Class 1.

B. ROOF SLOPE:

1. See architectural drawings for finished roof slope. Finished roof slope shall be ¼-inch per foot minimum for roof drainage.

C. ENERGY CONSERVATION REQUIREMENTS:

1. Thermal Resistance ‘R’ for the specified roof insulation system shall include the continuous insulation (ci) above the roof deck.

PART 2 PRODUCTS

2.01 MANUFACTURER

A. SINGLE SOURCE MANUFACTURER: All roofing materials shall be provided by a single supplier with 20 years or more manufacturing history in the US.

1. Comply with the Manufacturer’s requirements as necessary to provide the specified warranty.

B. PRODUCT QUALITY ASSURANCE PROGRAM: Manufacturer shall be an ISO 9001 registered company.

C. MANUFACTURER:

1. Basis of Design: SOPREMA, located at: 310 Quadral Dr.; Wadsworth, OH 44281; Tel:

800-356-3521; Tel: 330-334-0066; Website: www.soprema.us.

2. Johns Manville

3. Polyglass, a Mapei Group

4. Or approved Equal

2.02 ROOFING SYSTEM

A. ROOFING SYSTEM BASIS OF DESIGN: SOPREMA

2.03 THERMAL INSULATION SYSTEM

A. RIGID INSULATION

1. POLYISOCYANURATE INSULATION:

a. SOPREMA SOPRA-ISO: Closed cell polyisocyanurate foam core bonded on each side to a glass fiber-reinforced felt facer.

i Thickness: 1.5 in minimum board thickness. Total thickness to meet specified insulation system thermal resistance ‘R’ value ii Dimensions: 4 x 4 foot or 4 x 8 foot boards iii Meets or exceeds ASTM C1289, Type II, Class 1, Grade 2 (20 psi).

b. SOPREMA SOPRA-ISO Tapered: Closed cell polyisocyanurate foam core bonded on each side to a glass fiber-reinforced felt facer, tapered to provide slope.

i Taper: ¼ in per foot. Insulation, crickets, and saddles provided with taper as required for positive roof slope.

ii Dimensions: 4 x 4 ft boards iii Meets or exceeds ASTM C1289, Type II, Class 1, Grade 2 (20 psi).

B. COVER-BOARD

1. ASPHALTIC ROOF BOARD

07 22 00 - Page 5 of 8

a. ¼ IN SOPREMA SOPRABOARD: Mineral fortified, asphaltic roof substrate board with glass fiber facers. For use as roof cover-board and for vertical flashing substrate. ASPHALTIC ROOF BOARD shall be manufactured by the membrane supplier.

i Thickness: 1/4 in ii Dimensions: 4 x 4 ft acceptable for mechanical attachment, insulation adhesive or asphalt application.

iii Water absorption: Less than 1 percent per ASTM D994.

iv Compressive strength, psi (kPa) measured at 50 percent compression, per ASTM C472:

a) ¼ in board: 1,320 (9,100) v Puncture resistance, lbf (N) per ASTM E154:

a) ¼ in board: 100 (445)

2. GYPSUM ROOF BOARD

a. Georgia Pacific Gypsum LLC, DensDeck Prime Roof Board:

i Gypsum core, glass fiber-faced, factory primed, roof Cover-board.

ii Thickness: 5/8 in iii Dimensions: 4 x 8 ft boards iv Facer: Factory primed, glass fiber.

v Meets or exceeds ASTM C1177/C1177M.

C. INSULATION CANT AND TAPERED STRIP

1. CANT STRIP, MODIFIED BITUMEN

a. SOPREMA SOPRACANT MB: Modified bitumen cant strips for use with COLPLY ADHESIVE, COLPLY FLASHING CEMENT, asphalt, and heat-welded SBS modified bitumen. Not for use with COLPLY EF nor self-adhered SBS modified bitumen.

i Length: 39.4 in sections.

ii Size as required for flashing conditions.

D. INSULATION ADHESIVE

1. POLYURETHANE FOAM INSULATION ADHESIVE

a. SOPREMA DUOTACK 365: Two-component, polyurethane foam insulation adhesive, applied in ribbons from cartridges or two-component bulk packaging with pump-driven delivery system.

i Ribbon size: 1/2 in to 3/4 in wide.

ii Ribbon spacing: As required to meet specified wind uplift resistance performance.

a) Field of Roof (Zone 1’): 12 in on-centers

b) Field of Roof (Zone 1): 12 in on-centers

c) Perimeter of Roof (Zone 2): 6 in on-centers

d) Corners of Roof (Zone 3): 4 in on-centers

2. 04 ACCESSORIES

A. PRIMERS:

1. SOPREMA ELASTOCOL 500 PRIMER: Asphalt cut-back primer. Primer for the preparation of substrates for asphalt applications.

a. Meets or exceeds ASTM D41

b. VOC content: 350 g/L or less.

B. INSULATION FASTENERS AND PLATES

07 22 00 - Page 6 of 8

1. SOPREMA #14 MP FASTENER and SOPREMA 3 IN INSULATION PLATE: Insulation system fasteners and metal stress plates.

PART 3 EXECUTION

1.01 EXAMINATION

A. Examination includes visual observations, qualitative analysis, and quantitative testing measures as necessary to ensure conditions remain satisfactory throughout the project.

B. Conduct qualitative insulation adhesive adhesion tests, or quantitative bonded pull tests as necessary to ensure satisfactory adhesion is achieved.

C. The contractor shall examine all roofing substrates including, but not limited to: insulation materials, roof decks, walls, curbs, rooftop equipment, fixtures, and wood blocking.

D. The applicator shall not begin installation until conditions have been properly examined and determined to be clean, dry and, otherwise satisfactory to receive specified roofing materials.

E. During the application of specified materials, the applicator shall continue to examine all project conditions to ensure conditions remain satisfactory to complete the specified roofing system.

1.02 PREPARATION

A. Before commencing work each day, the contractor shall prepare all roofing substrates to ensure conditions are satisfactory to proceed with the installation of specified roofing materials.

Preparation of substrates includes, but is not limited to, substrate repairs, securement of substrates, eliminating all incompatible materials, and cleaning.

B. Where conditions are found to be unsatisfactory, work shall not begin until conditions are made satisfactory to begin work. Commencing of work shall indicate contractor’s acceptance of conditions.

1.03 PRIMER APPLICATION

A. Apply the appropriate specified primer to dry, compatible substrates as required to enhance adhesion of new specified roofing materials.

B. Apply primer using brush, roller, or sprayer at the rate published on the product data sheet.

C. Asphalt Primer: Apply primer to dry compatible masonry, metal, wood, and other required substrates before applying asphalt.

D. Self-Adhesive Membrane Primer: Apply self-adhered primer to dry, compatible substrates as required to enhance adhesion of self-adhesive membrane plies. Ensure self-adhered membrane primer is tacky to-the-touch, but not wet. Primer should not transfer to the fingertips when touched.

E. Project conditions vary throughout the day. Monitor changing conditions, monitor the drying time of primers, and monitor the adhesion of the membrane plies. Adjust primer and membrane application methods as necessary to achieve the desired results.

1.04 INSULATION FASTENER APPLICATION

07 22 00 - Page 7 of 8

A. Fasten Insulation Base Layer to the deck using specified insulation fasteners and plates.

B. Evenly distribute fasteners as required by the board manufacturer’s published requirements.

C. Fasten the insulation to meet the specified wind uplift resistance performance requirements and warranty requirements.

D. For insulation and Cover-boards located partially within the defined perimeter and/or corners, install fastening for the entire board as specified herein.

1.05 INSULATION ADHESIVE APPLICATION

A. DUOTACK 365

1. Apply the specified two-component insulation adhesive to adhere Insulation Layers and

Cover-board to the deck and insulation substrate(s).

2. Follow insulation adhesive product data sheets and published general requirements for installation requirements.

3. Apply insulation adhesive in uniform ribbons, 1/2 in to 3/4 in wide.

4. Immediately install insulation components into insulation adhesive and apply weight to ensure the materials maintain full contact with all ribbons for complete adhesion. Do not allow insulation adhesive to skin-over before placing the insulation materials into the adhesive.

5. Adhere the insulation system to meet the specified wind uplift resistance performance and specified warranty requirements.

1.06 INSULATION SYSTEM APPLICATION

A. Follow insulation system component product data sheets, published general requirements and, approvals.

B. Install all insulation system components on clean, dry, uniform and, properly prepared substrates.

C. All insulation system boards shall be carefully installed and fitted against adjoining sheets to form tight joints.

D. Insulation system boards that must be cut to fit shall be saw-cut or knife-cut in a straight line, not broken. Chalk lines shall be used to cut insulation components. Uneven or broken edges shall not be accepted. Remove dust and debris that develops during cutting operations.

E. Stagger successive layers of insulation 12 in vertically and laterally to ensure board joints do not coincide with joints from the layers above and below.

F. Crickets, saddles, and tapered edge strips shall be installed before installing Cover-boards.

G. Install tapered insulation, saddles and crickets as required to ensure positive slope for complete roof drainage.

H. Cover-boards shall be installed to fit tight against adjacent boards. When required by the Cover-board manufacturer, a uniform gap shall be provided between Cover-boards using a uniform guide placed between board joints to form a gap between all boards during installation.

I. The finished insulation system surface shall be tight to, and flush with, adjacent substrates to form a satisfactory substrate to install specified roof membrane and flashings.

07 22 00 - Page 8 of 8

J. Install specified cants where required for membrane flashing transitions.

1.07 CLEAN-UP

A. Clean-up and properly dispose of waste and debris resulting from these operations each day as required to prevent damages and disruptions to operations.

07 52 16 - Page 1 of 16

SECTION 075216 SBS-MODIFIED BITUMINOUS ROOFING SYSTEM

1. Preparation of existing wood roof deck, and all flashing substrates.

2. Anchor Sheet/Base Sheet mechanically fastened.

3. SBS-modified bitumen base ply(s), cold adhesive-applied.

4. SBS-modified bitumen cap sheet, cold adhesive-applied.

5. SBS-modified bitumen membrane flashings.

6. Liquid-applied, reinforced flashings.

7. Refer to related Sections for Insulation, Coverboard and Roof Edge Systems

8. All related materials and labor required to complete specified roofing necessary to receive specified manufacturer’s warranty.

A. Division 072200 – Roof Insulation

B. Division 076200 – Sheet Metal Flashing and Trim

A. ASTM D 1079-Definitions of Term Relating to Roofing and Waterproofing.

B. The National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual, Fifth Edition Glossary.

1.04 APPLICABLE STANDARDS AND PUBLICATIONS:

A. Standards or Codes: The edition of the publications of the organizations listed below in effect at the time of the advertisement for bids form a part of this specification to the extent referenced. In the case of a conflict between the requirements of this SECTION and those of the listed document, the requirements of this SECTION shall prevail.

1. American Society of Civil Engineers (ASCE):

a. Minimum Design Loads for Buildings and Other Structures (ASCE 7)

2. ASTM International (ASTM):

a. ASTM C 836 - Standard Specification for High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course.

b. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants

c. ASTM D 3746 - Standard Test Method for Impact Resistance of Bituminous Roofing System.

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

e. ASTM D 5147 - Standard Test Methods for Sampling and Testing Modified Bituminous Sheet Material.

07 52 16 - Page 2 of 16

f. ASTM D 5849 - Standard Test Method for Evaluating Resistance of Modified Bituminous Roofing Membrane to Cyclic Fatigue (Joint Displacement)

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

h. ASTM D 7379 - Standard Test Methods for Strength of Modified Bitumen Sheet Material Laps Using Cold Process Adhesive.

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

j. ASTM E 1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.

3. Factory Mutual (FM):

a. 4470 Approval Standards for Class I Roof Covers

b. Loss Prevention Data Sheets 1-7, 1-28, 1-28S, 1-30 and 1-48

4. Florida Building Code (FBC) – https://floridabuilding.org:

a. Building (FBC-B)

b. Test Protocols for High Velocity Hurricane Zone (FBC-TP)

i. TAS 114 Test Procedures for Roofing Assemblies in the HVHZ Jurisdiction

5. International Organization for Standardization (ISO):

a. 3506 Mechanical Properties of Corrosion-Resistant Stainless Steel Fasteners

6. National Roofing Contractors Association (NRCA):

a. Roofing and Waterproofing Manual

b. Certified Roofing Torch Applicator Program – Torch Applied Roof System Safety Student Manual

7. Underwriters Laboratories (UL):

a. 790 Standard Test Methods for Fire Tests of Roof Coverings

b. UL Class A External Fire Classification

B. Provide the roofing system in accordance with the Florida Building Code except as modified by the Contract Documents.

1.05 SUBMITTALS:

A. Product Data: Submit product specifications, installation instructions, and general recommendations from MANUFACTURERs for the roofing system to be provided.

1. Include data substantiating that materials comply with requirements including list of materials proposed for use and MANUFACTURER’s product data sheets for other products.

2. Provide sample copies of specified warranties including evidence of application for warranty from MANUFACTURER. Include a sample copy of maintenance instructions to be used during construction and to be furnished to the COUNTY. Include complete MANUFACTURER’s instructions for periodic inspection and maintenance of the roofing system.

B. Shop Drawings: Submit complete installation details showing the roof configuration, sheet layout, seam locations, flashing, roof slopes, scupper, overflow drain, and details at each different perimeter condition and special conditions. Indicate a layout of tapered and stepped insulation materials.

C. Samples: Submit three inch by six inch minimum samples of membrane with granule surface and base sheets.

07 52 16 - Page 3 of 16

D. Product Approvals: Submit a Florida Product Approval or Miami-Dade Notice of Acceptance (NOA) for using the roofing system in an HVHZ. Submit the documentation for all applicable products including, but not limited to, all field roofing system layers, parapet coping, and roof edge terminations.

E. Submit a sequencing plan to install the roofing system as quickly and with as few breaks as possible.

1.06 QUALITY ASSURANCE:

1. Manufacturer shall have 20 years of manufacturing experience.

2. Manufacturer shall have trained technical service representatives employed by the manufacturer, independent of sales.

3. Manufacturer shall provide site visit reports in a timely manner.

B. CONTRACTOR QUALIFICATIONS:

1. Contractor shall be authorized by the manufacturer to install specified materials prior to the bidding period through satisfactory project completion.

2. Applicators shall have completed projects of similar scope using same or similar materials specified.

3. Contractor shall provide full time, on-site superintendent or foreman experienced with the specified roofing from beginning through satisfactory project completion.

4. Applicators shall be skilled in the application methods for all materials.

5. Contractor shall maintain a daily record, on-site, documenting material installation and related project

6. Contractor shall maintain a copy of all submittal documents, on-site, available always for reference.

1.07 DELIVERY, STORAGE, AND HANDLING:

B. Deliver materials and store them in their unopened, original packaging, bearing the manufacturer's name, related standards, and any other specification or reference accepted as standard.

C. Protect and store materials in a dry, well-vented, and weatherproof location. Only materials to be used the same day shall be removed from this location. During cold weather, store materials in a heated location, removed only as needed for immediate use.

E. Carefully store roof membrane materials delivered in rolls on-end with selvage edges up. Store and protect roll storage to prevent damage.

F. Properly dispose of all product wrappers, pallets, cardboard tubes, scrap, waste, and debris. All damaged materials shall be removed from job site and replaced with new, suitable materials.

1.08 PROJECT CONDITIONS:

1. The contractor shall be responsible for complying with all project-related safety and environmental requirements.

07 52 16 - Page 4 of 16

2. Heat-welding shall include heating the specified membrane ply using propane roof torches or electric hot-air welding equipment. The contractor shall determine when and where conditions are appropriate to utilize heat-welding equipment. When conditions are determined by the contractor to be unsafe to proceed, equivalent SBS-modified bitumen materials and methods shall be utilized to accommodate requirements and conditions.

3. Refer to NRCA CERTA recommendations, local codes and building owner’s requirements for hot work operations.

4. The contractor shall review project conditions and determine when and where conditions are appropriate to utilize the specified liquid-applied, or semi-solid roofing materials. When conditions are determined by the contractor to be unsafe or undesirable to proceed, measures shall be taken to prevent or eliminate the unsafe or undesirable exposures and conditions, or equivalent approved materials and methods shall be utilized to accommodate requirements and conditions.

5. The contractor shall review project conditions and determine when and where conditions are appropriate to utilize the specified hot asphalt-applied materials. When conditions are determined by the contractor to be unsafe or undesirable to proceed, measures shall be taken to prevent or eliminate the unsafe or undesirable exposures and conditions, or equivalent approved materials and methods shall be utilized to accommodate requirements and conditions.

6. The contractor shall refer to product Safety Data Sheets (SDS) for health, safety, and environment related hazards, and take all necessary measures and precautions to comply with exposure requirements.

B. ENVIRONMENTAL CONDITIONS:

3. Cold adhesive application: Primer, where used, shall be fully dry before proceeding. During cold weather, store the specified membrane adhesives, flashing cements and mastics in heated storage areas. Take all necessary measures and monitor application conditions, to ensure the adhesive and cement materials are no less than 70F (21C) at the point of contact with the membrane.

1.09 REQUIREMENTS OF REGULATORY AGENCIES:

A. UL: Class A fire hazard classification.

B. All county or other appropriate jurisdictional certification requirements.

1.10 WARRANTY:

A. Manufacturer's No Dollar Limit (NDL) Warranty. The manufacturer shall provide the owner with the manufacturer’s warranty providing labor and materials for 20-years from the date the warranty is issued.

B. The contractor shall guarantee the workmanship and shall provide the owner with the contractor’s warranty covering workmanship for a period of 2-years from completion date.

07 52 16 - Page 5 of 16

A. SINGLE SOURCE MANUFACTURER: All SBS modified bitumen membrane, flashing and accessories shall be manufactured by a single supplier with 20 years or more manufacturing history in the US.

1. Comply with the Manufacturer’s requirements as necessary to provide the specified warranty.

B. PRODUCT QUALITY ASSURANCE PROGRAM: Manufacturer shall be an ISO 9001 registered company. A ‘Quality Compliance Certificate (QCC) for reporting/confirming the tested values of the SBS- Modified Bitumen Membrane Materials will be supplied upon request.

C. MANUFACTURER:

1. BASIS OF DESIGN: SOPREMA, located at: 310 Quadral Dr.; Wadsworth, OH 44281; Tel: 800-356- 3521; Tel: 330-334-0066; Website: www.soprema.us.

2. Johns Manville

3. Polyglass

4. Or approved equal

2.02 ROOFING SYSTEM

A. ROOFING SYSTEM BASIS OF DESIGN: SOPREMA

1. The roof membrane assembly shall consist of a multi-ply, prefabricated, reinforced, homogeneous Styrene-Butadiene-Styrene (SBS) block copolymer modified asphalt membrane, secured to a prepared substrate. Reinforcement mats shall be impregnated (saturated) and coated with a high quality SBS modified bitumen blend. The cross section of the sheet material shall contain no oxidized or non-SBS modified bitumen.

2.03 SBS-MODIFIED BITUMEN MEMBRANES

A. BASE SHEET/ANCHOR SHEET:

1. BASE SHEET/ANCHOR SHEET, MECHANICALLY FASTENED:

a. SOPREMA MODIFIED SOPRA-G: SBS-modified bitumen coated and impregnated glass fiber base sheet, mechanically fastened, approved for use with torch, asphalt, or cold adhesive membrane applications.

i. Width: 36 in (0.914 m)

ii. Meets or exceeds ASTM D4601, Type II, and UL Type G2.

b. SOPREMA SOPRABASE S: SBS-modified bitumen coated, asphalt impregnated, non-woven polyester base sheet with sanded surface, mechanically fastened, approved for use with asphalt or cold adhesive membrane applications.

i. Thickness: 48 mils (1.2 mm)

ii. Width: 39.4 in (1 m)

iii. Meets or exceeds physical property testing in accordance with ASTM D5147.

B. BASE PLY:

1. BASE PLY, MECHANICALLY FASTENED:

a. SOPREMA SOPRAFIX BASE 622: SBS-modified bitumen membrane ply with plastic burn-off film in side-laps only, and sanded top and bottom surfaces. Non-woven polyester reinforcement.

Mechanically fastened in 4 in (minimum) heat-welded side-laps. Base ply for cold adhesive-

07 52 16 - Page 6 of 16 applied and self-adhered cap sheet applications. Meets or exceeds ASTM D6164, Type I, Grade S, per ASTM D5147 test methods:

i. Thickness: 110 mils (2.8 mm)

ii. Width: 39.4 in (1 m)

iii. Length: 32.8 ft (10 m)

iv. Roll weight: 74 lb (33.6 kg)

v. Net mass per unit area, lb/100 sq ft (g/sq m): 68 lb (3341 g)

vi. Peak load @ 0F (-18C), lbf/in (kN/m): MD 115 lbf/in (20.1 kN/m), XMD 90 lbf/in (15.8 kN/m)

vii. Elongation at peak load @ 0F (-18C), lbf/in (kN/m): MD 35%, XMD 40%

viii. Peak load @ 73.4F (23C), lbf/in (kN/m): MD 85 lbf/in (14.9 kN/m), XMD 65 lbf/in (11.4 kN/m)

ix. Elongation at peak load @ 73.4F (23C), lbf/in (kN/m): MD 55%, XMD 60%

x. Ultimate Elongation @ 73.4F (23C), lbf/in (kN/m): MD 65%, XMD 80%

xi. Tear Strength @ 73.4F (23C), lbf (N): MD 125 lbf (556 N), XMD 85 lbf (378 N)

xii. Low temperature flexibility, F (C): MD/XMD: -15F (-26C)

xiii. Dimensional stability, %: MD/XMD: Less than 0.5%

xiv. Compound stability, F (C): MD/XMD: 240F (116C)

2. BASE PLY, COLD ADHESIVE and HOT ASPHALT APPLIED:

a. SOPREMA SOPRALENE 180 SANDED: SBS-modified bitumen membrane sanded on both top and bottom surfaces. Non-woven polyester reinforcement. Meets or exceeds ASTM D6164, Type I, Grade S, per ASTM D5147 test methods:

i. Thickness: 118 mils (3.0 mm)

ii. Width: 39.4 in (1 m)

iii. Length: 32.8 ft (10 m)

iv. Roll weight: 84 lb (38.1 kg)

v. Net mass per unit area, lb/100 sq ft (g/sq m): 78 lb (3808 g)

vi. Peak load @ 0F (-18C), lbf/in (kN/m): MD 115 lbf/in (20.1 kN/m), XMD 90 lbf/in (15.8 kN/m)

vii. Elongation at peak load @ 0F (-18C), lbf/in (kN/m): MD 35%, XMD 40%

viii. Peak load @ 73.4F (23C), lbf/in (kN/m): MD 85 lbf/in (14.9 kN/m), XMD 65 lbf/in (11.4 kN/m)

ix. Elongation at peak load @ 73.4F (23C), lbf/in (kN/m): MD 55%, XMD 60%

x. Ultimate Elongation @ 73.4F (23C), lbf/in (kN/m): MD 65%, XMD 80%

xi. Tear Strength @ 73.4F (23C), lbf (N): MD 125 lbf (556 N), XMD 85 lbf (378 N)

xii. Low temperature flexibility, F (C): MD/XMD: -15F (-26C)

xiii. Dimensional stability, %: MD/XMD: Less than 0.5%

xiv. Compound stability, F (C): MD/XMD: 240F (116C):

07 52 16 - Page 7 of 16

b. SOPREMA MODIFIED SOPRA-G: SBS-modified bitumen coated and impregnated glass fiber base sheet, mechanically fastened, approved for use with torch, asphalt, or cold adhesive membrane applications.

i. Width: 36 in (0.914 m)

ii. Meets or exceeds ASTM D4601, Type II, and UL Type G2.

C. FLASHING BASE PLY

1. FLASHING BASE PLY, FLASHING CEMENT-APPLIED: