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HomeMy WebLinkAboutproduct approvalDrawing Report Chambers Michael 42-12 Ft Pierce Blvd Ft Pierce - Multi System Template 2016 Section: Reroof 30 Year Dimensionals Page: SA/ 30 Year Dimensional "Lifetime" shingles Eagleview Legend Pitch Description SF LF EA 3/12 Shingle Field 1,790.27 186.94 6.00 _ ;•;I Measurable General Conditions 1,790.27 186.94 6.00 Shingle Tear Off 1,790.27 186.94 6.00 3/12 Hip 98.80 6.00 3/12 Valley 16.77 1.00 �i Eave 181.36 6.00 Ridge 34.43 2.00 3/12 2" Lead Stack Flashing 2.00 3/12 3" Lead Stack Flashing 2.00 ■ 3/12 Zipper Boot Flashing 1.00 1/31/2019 Page 2 " 6771 N. Old Dixie Highway Fort Pierce, FL 34946 Phone: (772) 468-7870 Fax: (772) 468-2247 The Roof .Authority, Inc. "Your Quality Leader" State License # CC C056933 6771 North Old Dixie Highway, Fort Pierce, FL 34946 (772) 468-7870 • Fax (772) 468-2247 www.theroofaua-tority.com PROPOSAL Date: January 24, 2019 Submitted to: Michael Chambers 5212 Ft. Pierce Blvd. Fort Pierce, Fl. 34951 772-501-9090 Job Name: Chambers Residence We are pleased to submit the following proposal for your consideration on the above referenced premises as follows. We agree to provide all labor, permits, material, tools, equipment, and the proper insurance in excess of two million dollars. WORK SCOPE: Sloped Roof Area 1. Remove existing roof to the plywood deck. Discard all debris legally off site, 2. Re -fasten the existing plywood to meet today's building code requirement. 3. Furnish and install Tri -built Sand Self Adhering Underlayment in accordance with local building code. 4. Furnish and install 2.5 LB lead stack flashing on all plumbing vents and new zipper boot for electrical pipe. 5. Furnish and install 26 -gauge galvanized mill finish valley metal to code. 6. Furnish and install 26 -gauge painted (brown or white) galvanized eave and gable metal to code. 7. Furnish and install Owens Corning Tru -Definition Dimensional Shingle Roof S stem, including all standard and trim, 30 lin. ft. of ridge vent to code with manufacturer' standard colors. , �L_25 8. Furnish The Roof Authority, Inc. Ten -Year Weathertightness Warranty. ATION for the sum of: base bid. ht Hundred Sevent, as the Options for your review and consideration: Furnish and install High Temp Self Adhered membrane and 26 -gauge Galvalume 5V Crimp Metal Roof system, in lieu of the shingles - $12,810.00 We encourage you to explore the differences between the proposals you receive and cordially invite you to review your project and proposal with us. We would appreciate the opportunity to meet with you, either at your location, or at our facility. Page 2 of 4 EXCLUSIONS The Roof Authority, Inc. ("TRA") specifically excludes the following, disclaims all liability for claims related to the same, and notifies the owner that these items must be addressed by others and will be at owner's expense: ■ Gutters & Downspouts. • Concrete, lightweight, steel, wood, or any other form of deck replacement, other than that specifically noted herein. ■ Provisions regarding wind mitigation requirements, if required. • Mechanical / Electrical / Plumbing / AC Stands/ Solar panels & Satellite dishes. • Removal of more than one roof, or siding, unless specifically stated herein. • Tapered roof insulation and/or ponding water. • Damage to person or property caused by mold, mildew, fungi, spores, algae, microscopic organisms, hazardous chemicals, biological agents or allergens. ■ If, the subject property is exposed to windstorms or hurricanes in excess of the designed wind speed, all warranties provided by TRA, if any, shall be deemed null and void. In addition, if Buyer fails to strictly adhere to the payment terms contained in the contract, the warranty shall also be deemed null and void. • Leaks or other damage caused by: o Natural disasters including, without limitation, floods, lightning, hurricanes, tropical storms, hail, windstorms, earthquakes, and/or tornadoes, provided that the damage is not solely the result of the failure of the roof system to meet the designed wind speed. o Structural failures such as cracks in decks, driveways, walls, partitions, foundations, windows, stoppage of roof drains or gutters, etc. o Changes in original principal usage to which building is put unless approved in advance in writing. o Erection or construction of any additional installation on or through the roofing felt after date of completion. o Roof or flashing repairs by others; painting or coating without approval. o Acts of God, strikes, riots, war, civil disturbances, fire, vandalism or other damage beyond TRA's control. o Dry rot, termites, rodents, or other pests. o Penetration of the roofing from beneath by rising nails. o Failure of Buyer to maintain the roof system and/or damage caused by foot traffic. o Latent manufacturing defects of any roofing or flashing materials that materially affect their performance. ■ Damage to the building or its contents, roof insulation, roof deck or other base over which roofing felt is applied. ACTION It is the Buyer's responsibility to notif TRA in writing within three 3 days. of thy: occurrence of any claim defect or deficient arising out of work perConried, services supplied, or materials provided by TRA under the contract Mccurrence"L "occurrence".Falltrre `the Brevet' to provide written notice Of the Occurrence will resufl in the Buyer waiving all clahns that may be brought axaainsr_TRA because of or relathm to the Occurrence including claims (arising in tarv, eguily, contract, irrarranty, tort or feeleral orstale statutory clabiryUpon receiving notice TRA will inspect the roof, and if the cause of the leak is within [lie coverage as Stated above the TRA will arrange for repairs to be made at no cost to the Buyer. Other than such ware nt ies expressly referenced and incorporated herein: THERE ARE NO EXPRESS" OR IMPLIED WARRANTIES WHATSOEVER INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MBRCHANTABILITY AAID FITNESS FOR A PARTICULAR PURPOSE PROVIDED BY TRA. Page 3 of 4 UNIT PRICES ■ Replacement of plywood decking (if needed) - $3.00 per square foot (Minimum % sheet per location) ■ Additional layer of roof removal $1.00 per sq. ft. ■ Additional work (if needed), beyond the scope of our contract will be charged at material cost plus 25% and labor rate of $95.00 per man-hour. The work will be accomplished and guaranteed in accordance with TRA's Standard General Conditions and Limited Warranty, which are made a part of this Proposal and Agreement, and incorporated herein by reference. YOUR SIGNATURE BELOW ACKNOWLEDGES RECEIPT AND APPROVAL OF THESE DOCUMENTS. All labor and material necessary to perform the above work will be furnished for the sum Eight Thousand Eight Hundred Seventy -Five Dollars ($8,875.00) (IF TAX EXEMPT, CERTIFICATE REQUIRED UPON EXECUTION OF THIS PROPOSAL AND AGREEMENT), payable at TRA's office in Fort Pierce, Florida, in full, upon completion of the work. If the entire job is not completed within any calendar month, progress payment for all labor and/or materials on the job by the last day of each month are due no later than the tenth (10") day of the succeeding month until the time final payment, upon completion, is due. Twenty Five (25) Percent of the contract amount due upon acceptance of the owner. Fifty (50) percent when the roof has been removed and dried in. Balance upon completion. Additional 3%, added if waving with credit card. This is a confidential agreentent. Please do not duplicate or share infornialion contained herein. Prior to initiation of any action, the parties agree to participate, in good faith, in a minimum half-day mediation with a mediator either chosen by agreement between the parties or as assigned by the American Arbitration Association. In the event the dispute is not resolved by mediation, any claim or controversy arising out of or relating to this Agreement or breach thereof, or to any action by an employee or agent of TRA, shall be settled by arbitration in accordance with the Federal Arbitration Act and Construction Industry Arbitration Rules of the American Arbitration Association. However, the arbitrator shall be required to issue written findings of fact and conclusions of law. Moreover, the parties shall split the cost of keeping a written record of all proceedings. The judgment of the Arbitrator may be entered in any court having jurisdiction thereof and shall be final and binding on both parties, except for errors of law, which shall be appealable. The parties agree that all expenses of arbitration or mediation will be shared equally or as awarded by the arbitrator. The successful party shall also be entitled to attorney fees and all costs of litigation. Due to the extreme price volatility regarding petroleum products, the price quoted in this proposal is valid only for orders placed and paid within the next 30 days. If there is an increase in the price paid by The Roof Authority, Inc. for asphalt, polyisocyanurate, steel or other materials, including transportation charges, the amount of this proposal/contract shall be similarly increased to reflect the increased costs to obtain the materials. BUYER HEREBY APPROVES AND ACCEPTS THIS PROPOSAL AND AGREEMENT, TOGETHER WITH TRA'S STANDARD GENERAL CONDITIONS AND LiMITED WARRANTY NAME C� DATE: THE ROOF AUTHORITY, INC. i. Long, President se CC C056933 �1�tiLAL RQEy�i ��C71� rlfrY;.�,� oMEMBER © BBB, ���'"�RS A`rSp`,r '' ABUS'INESSD Page 4 of 4 A new law took effect on July 1, 2016, v,,h ch requires us o add the gpec.ific provision below to all residential contracts: FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Division of Professions Construction Industry Licensing Board 2601 Blair Stone Rd Tallahassee, FL 32399-0783 Website: www.myi'loddailcense.com STATUTORY WARNINGS LIEN LAW ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. CHAPTER 558 NOTICE OF CLAIM ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: 850-487-1395, 2601 Blair Stone Rd., Tallahassee, FL 32399-0783. WWW.MYFLORIDALICENSE.COM. TRINITY ERD EVALUATION REPORT TRI -BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12 -R6 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 �r��i�irrr»�r+r .''.!��,'����`-�;s•� The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6t" Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width; meets ASTM D1970. 4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 2 of 6 TRINITY ERD 5.4 TRI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri -Built Sand -R SA Shingle Yes No No No Yes Yes Underlayment Tri -Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri -Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment Dow TileBondlm FL22525 Tri -Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri -Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-116 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 TRINITY ERD 5.6.3 Bond to Mechanically Attached Base Layer: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri -Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayrment Systems in Foam -On Tile ApplIcation5: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.S psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 psf: Deck: Min. 15/32 -inch APA -rated BCX plywood (may be installed C -side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 4 of 6 TRINITY ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30 -days after installation Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. 5.8 "rile Slippage Limitations (TAS 103 per FRSA/TRIApril 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10 -tile stack 6:12 Lugged Max. 10 -tile stack 5:12 Max. 10 -tile stack (bottom 2 -tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri -Built S/A HT TU Underlayment s Lugged Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6 Certificate of Authorization 119503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 TRINITY ERD 6. INSTALLATION: 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri -Built Sand -R SA Shingle Underlayment, Tri -Built SIA HT TU Underlayment or Tri -Built Smooth HT SIA Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI -BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below, sealed in accordance with TRI -BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI -BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12 -inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri -Built SIA HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI -BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorization 7!9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 (Y�TRINITY 1 ERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 037940.02.12-R8 FL10674-R13 Date of Issuance: 02/06/2012 Revision 8: 10/09/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 4t"),J] Trfeirirr r -Y or %a S``•'�: Com? �,'�:r is ;� a °Sv.j7�J �``•�.." The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/09/2017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. !TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme® are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.1.2 Berkshire® are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.1.3 DevonshireT' are fiberglass reinforced, 5 -tab asphalt roof shingles. 4.1.4 Durationm, TruDefinition Duration®, Durations Premium Cool, TruDefinition® Duration® Designer Color m Collection, TruDefinition®Oakridge, Oakridgem and WeatherGuard HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip & Ridge Shingles: 4.2.1 Berkshirem Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeT" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Certificate ofAuthorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 2 of 8 TRINITY ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshire shingles require minimum five (5) nails per shingle. ➢ WeatherGuarde HP shingles require minimum six (6) nails per shingle. ➢ Devonshire'" shingles require minimum six (6) nails per shingle. ➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Felt underlayment Deck Sell -adhered Jy WeatherLock' underlayment Dr Drip edge ga Nails located 2"-3" from eave Install first Sell-senling adhesive StarterStu positioned along save shingle with G" removed Starter Strip shingle overhangs eaves and takes'/i Exterior Research and Design, LLC. Certificate ofAuthorization #9503 fbkunderYyment Geek Salkdhered WeatherLoek® underieymerd N p edge Drip— edge _ Nxlhlocaieu 2"-3" from cave initalffrstStarter Strlpplus Seflaadingadhesive with r removed _ p"Vaned slung save Starters p Plus overhangs eaves and rakes 1/4-314" Evaluation Report 037940.02.12-R8 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 6.2.6 Minimum Nailing — Classic® & Supreme: Normal Mansard or Area para Wind Areas High Wind d&svenes y Area pari "lento& normales Ana■ vienros Mertes fAl r„ r7 z• f6 �• } 1. rr" 5" Exposure Exposieldn 6.2.7 Minimum Nailing — Berkshire°: Standard Fastening Pattern Exterior Research and Design, I.I.C. Certificate of Authorization 119503 TRINITY ERD Normal Mainsard or Area pare Wind Areas High Wind deavanea y Arae para vientoa normalas Areas vientoa fusrfs& y92 1,8,4-1A1 r' F1'' IB1 T' 1 B 518" Exposure Expoeleidn Sealant strip Ls the de sellador owl a'h" a th" a 1h.. JJ r r 6 -Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern Evaluation Report 037940.02.12-118 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1133 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 4 of 8 Sealant strip La Ora do se0ador a L 8 th" 414 ---------- 1�r e 64 ►a 8 /i' 8 W, 1" s s r 2" Asphall roolingcement Cemento do Who do astalto Mansard or Steep Slope Fastening Pattern Evaluation Report 037940.02.12-118 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1133 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing — Devonshire'": 711 I_ a Tn:[= 5.5/8" exposure Sealant locatlon Exposici6n de 5.5/8 pulg Ubicaci6n del sellador Standard 6 -Nail Fastening Pattern � TRINITY ERD W Nails r Ten 1" Spots of Asphalt Roof Cement Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration°, Tru Definition® Duration, Duration® Premium Cool & TruDefinition Duration® Designer Color Collection: Standard Fastening Pattern 6 -Nall Fastening Pattern w�Na mtaae.t o arm weem Nall, Typical Ftra. 6•efa" Fastening for Slopes Greater Than 21:12 a..NalMraalanh-v araa ddlh NMI. To" 6•tra' }yr' P"ur t"Sport cl Asphmt RWMg C.—I Mansard or Steep Slope Fastening Pattern 6 -Nail Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118 Certificate of Authorization 1!9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 5 of 8 4 -Nell Fastening Pattern awtiwalao 11,11rarp amwlmh NaN, Typical s-ve" o-sre" Ej F� 0 Standard Fastening Pattern 6 -Nall Fastening Pattern w�Na mtaae.t o arm weem Nall, Typical Ftra. 6•efa" Fastening for Slopes Greater Than 21:12 a..NalMraalanh-v araa ddlh NMI. To" 6•tra' }yr' P"ur t"Sport cl Asphmt RWMg C.—I Mansard or Steep Slope Fastening Pattern 6 -Nail Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118 Certificate of Authorization 1!9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 5 of 8 CSI TRINITY ERD 6.2.1 Minimum Nailing — TruDefinition Oakridge®, Oakridge®: 4 Nail Pattern Esquema con 4 clavos 1. 1.. 6 518" Exposure Nails6 6i8" Exposure &posfd6nde66/8pulg. Diann Exposidda do 6 618puig. Standard Fastening Pattern 6 Nall Pattern Esquema con 6 clavos 1" 1" 6518"Exposure Claw; 5518"Exposure Exposlddn de 66/8 puig. Fxposlddn de 6 6V9pu1g. 6 -Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 ... 2ureNe11s1eebn1ng ereewlelh Nell, Typloel _. 0.:a�wwr�ai 0.115. 5ry1" Four 1` spina "1 •,p -h Roonng C-1 Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing — WeatherGuard® HP: Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Ongln Side View Vbb 1rkvd Cir•en7lraw�rdM l4uaewrNrl.= IiN trirw Evaluation Report 037940.02.12-118 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 6 of 8 TRINITY I ERD 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, WeatherGuard® HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTm Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge: Fig. 1 a t-- prevalIlnUMInd Dlradlon NMIR-- A A ' ,A I I I I 4 I I I s* I P I I Elglewn f Fig. 2 TopVlax siasVim Naps [J nnla Ion Llmlm INI �. 4" Plu o I ul I I I �yJ I 72" fl 6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge: Fig. C Hip & Ridge Shingle Fastening Top Vlaw Nails Nails i Zw 1" 1' Exposure 17 �{ Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8 Certificate o}Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1313 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 7 of 8 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip 6' Exposure Fasten 71h' Cover Exposed Fasteners with Roof Cement P_�RINJTY ERD Standard 11" Fastening Pattern - + ttwotnCard,SumNall' + I 12' }— Sealant � 61 E 6.3.6 Minimum Nailing — DuraRidgeTm Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Prwwifne Wind Direction Dilon dornirnnta duvant Dr+ciracdEn dal rlrnto pradomIrianto t_ A- I a eoN A 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 8 of 8 Top V.— Vue en plrn Vistaruprrbr ,'Ip clan 1 I' + ttwotnCard,SumNall' + I did V i �m f 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 8 of 8