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Home My WebLink About2607 Essex Dr Reroof Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: • Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT TYPE: Roof PROPOSED IMPROVEMENT LOCATION: Address: 2607 Essex DR Fort Pierce, FL 34946 Property Tax ID#: 1432-806-0054-000-7 Lot No. 186 Site Plan Name: Block No. Project Name: Stowbridge DETAILED DESCRIPTION OF WORK: Re-roof/Tear Off/Asphalt Shingle/2:12 pitch (15 sq) and 4:12 pitch (12 sq)/27 total sq/SFR Self adhesive underlayment (FL17322-R5) to be used V_' NPLP 6'�— C� V61f firobA I CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Electric _Plumbing _Sprinklers _Generator ►Roof 2 and 4 Pitch Total Sq. Ft of Construction. 2700 Sq. Ft. of First Floor: n Cost of Construction. $ 1�00 Utilities: _Sewer _Septic Building Height: 15 ft OWNER/LESSEE: CONTRACTOR: Name James E Strowbridge Sr Name: Benjamin Brown Address: 2607 Essex DR Company: Aspen Roofing Inc City: Fort Pierece State:_ Address: 1642 W Airport Blvd Zip Code: 34946 Fax: City: Sanford State: F Phone No. (772) 595-1523 Zip Code: 32773 Fax: E-Mail: Phone No 717-569-3700 Fill in fee simple Title Holder on next page( if different E-Mail ben@aspenwindows.com from the Owner listed above) State or County License CCC1331457 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: I Name: Address: Address: City: State: City: ZI t I State: Zip: hon Zip: Pho e: FEE SIMPLE TITLE HOLD R: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: r o e: Zip: P ne: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs, screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORI A / STATE OF FLORIp COUNTY OF")-f l.�fe COUNTY OF S L�CI� The forgoing instru ent as acknowledged before me The f��{{going instrume t was acknowledged before me thi day of (� 20 0 by this d> day of 14YX 20 by __ 6mlvlio fi/li'.0 &A Name of person aaking statement. Name of person rrMking statement. Personally Known L__�OR Produced Identification Personally Known L_�OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public- at�,p�lor} )y public State of Florida Signature of Notary Publi�Sl o Rnda Brian Alan Martin �, � ovary ubhc State of Flonda (�,77 ' . �y q�miss on GG 309328 tz Bnan Alan Martin Commission No. �"7yi3' i ti S 03 C7r2023 mmission No.C7/67 ,� Ex C;5 03.07 023 on GG 309328 P REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. t \ ° � \ � k \ � \ ? � k � $ % � \ � \ % \ # \ D � � i - � ° ` « kT!-Z a t ƒ co 7 % \ \� r \ \ \ 00 \ k \ Florida Building Code Online 10/15/19,1:57 PM y Business • Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search db a a Product Approval s USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16305-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL16305_R8_COI_ATL13002.8 2017 FBC Eval Report Shingles Final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTM D 7158 2011 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N1TGPID8aJCJ°/2fGltuSVwi9M7lV5%2fhpSxlw%3d%3d Page 1 of 2 Florida Building Code Online 10/15/19,1:57 PM TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/15/2019 Date Validated 08/27/2019 Date Pending FBC Approval 06/22/2019 Date Approved 08/28/2019 Summary of Products FL# Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16305_R8_II_ATL13002.8 2017 FBC Eval Report Shingles Approved for use outside HVHZ: Yes Final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16305_R8_AE_ATL13002.8 2017 FBC Eval Report Shingles Final.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.U right 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: go 170-11 lid E Credit Card Safe securitymETRICi https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N1TGPID8aJCJ°/2fGltuSVwi9M7lV5%2fhpSxlw%3d%3d Page 2 of 2 Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION(2017) Manufacturer: ATLAS ROOFING CORPORATION Issued August 26, 2019 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Franklin, OH Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain PRODUCT DESCRIPTION Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMaster®30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore& Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-Master®20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore& Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cut®Hip& Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore& Hampton) dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cut®Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, (Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTm Architectural ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton, Franklin & architectural asphalt shingle with a dashed, thermally-activated, self-sealing sealant Meridian) stripe that complies with ASTM D 3462. Pinnacle®Pristine, ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle®Pristine architectural asphalt shingle with two, dashed,thermally-activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton, Franklin&Meridian) StormMaster®Shake ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two, dashed,thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.8 FL 16305-R8 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC StormMaster®Slate ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two, dashed,thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-079-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-104-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-106-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-109-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-116-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-118-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-123-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-132-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-133-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-135-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-136-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-143-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-151-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-167-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) ATL-168-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-169-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-172-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-174-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-184-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-187-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-220-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-220-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-221-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-221-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-221-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-221-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-222-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-222-02-02 TAS 100 1995 ATL13002.8 FL 16305-R8 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-222-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-222-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-223-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-223-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-223-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-223-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-224-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-225-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-225-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-225-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2011 CREEK Technical Services LLC(ANE11669) ATL13002.7 Calculations 2018 ATL13002.8 FL 16305-R8 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Legend Basic Wind Speed (V i,): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. f W4_i Epn Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) h i 41 i 7 .._L s�,s+Hllf Ir Figure 2. Legend 6 Nail Pattern ATL13002.8 FL 16305-R8 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC GlassMaster0 30& Basic Wind Speed (V,,,t): Max. 194 mph Tough-MasterO 20 Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. 36" Figure 3. GlassMaster@ 30 &Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only) Nail n - 1 Figure 4. GlassMaster@ 30 &Tough-Master@ 20 6 Nail Pattern ATL13002.8 FL 16305-R8 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GpEEK ATLAS ROOFING CORPORATION j-t Asphalt Shingles FIA TECHNICAL SERVICES, LLC ProLAMTm Architectural Basic Wind Speed (V,,It): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. 1 LENGni ON: 1 OFF I_ I• _ 1` I r(P 14 ,I I 1 I Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) 9 •-,d.h. --JALANI LINL PAIILMN LE119:11 O t: I Ora I I � � I Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.8 FL 16305-R8 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC Pinnacle@ Pristine& Basic Wind Speed (V,,,1): Max. 194 mph StormMasterO Shake Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. 111'J-rp - r �`3 I Figure 7. Pinnacle@ Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) I i 14* W Figure 8. Pinnacle@ Pristine and StormMaster@ Shake 6 Nail Pattern ATL13002.8 FL 16305-R8 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC StormMaster®Slate Basic Wind Speed (V,,,t): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. 1" s� Figure 9. StormMaster®Slate 4 Nail Pattern 1� 9" Figure 10. StormMaster®Slate 6 Nail Pattern ATL13002.8 FL 16305-R8 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC Pro-Cut®Starter Strip Basic Wind Speed (V it): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installation (Non-HVHZ): Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. ----- t7. Figure 11. Pro-Cut®Starter Strip ATL13002.8 FL 16305-R8 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC Pro-Cut®Hip& Ridge Basic Wind Speed (V It): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12" 12 ga. 1-112" ring I shank nail V I j d ? 12`1 I I I Figure 12. Pro-Cut® Hip & Ridge ATL13002.8 FL 16305-R8 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. RY R. p �, ��GAP• . No 74021 :�•' STATE OF '4/ 44, '��`�'• O R \�.•'�N ` Zachary R. Priest, P.E. RegistrationFlorida 21 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL13002.8 FL 16305-R8 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online 2/26/20,7:30 PM Business • Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Ffdda 4Product Approval s USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL17322-R5 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL17322_R5_COI_ATL14001.5A 2017 FBC Eval Report Atlas Underlayments final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM D 2626 2004 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc7WOQGnpkzBcpvKtPYIdHXg%3d%3d Page 1 of 3 Florida Building Code Online 2/26/20,7:30 PM ASTM D 4869 2016 ASTM D 6380 2003 TAS 103 1995 TAS 110 2000 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/15/2019 Date Validated 08/27/2019 Date Pending FBC Approval 06/22/2019 Date Approved 08/28/2019 Summary of Products FL# Model, Number or Name Description 17322.1 Atlas Underlayments For use in steep slope roofing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17322_R5_II_ATL14001.5A 2017 FBC Eval Report Atlas Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL17322_R5_AE_ATL14001.5A 2017 FBC Eval Report Atlas Underlayments final.pdf Created by Independent Third Party: Yes 17322.2 Fabral All Purpose High-Temp ASTM D 1970, SBS modified, self-adhering underlayment with Underlayment fiberglass mat reinforcement and a poly-fabric surface. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17322_R5_II_ATL14001.513 2017 FBC Eval Report Atlas Approved for use outside HVHZ: Yes Fabral Underlayment.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL17322_R5_AE_ATL14001.513 2017 FBC Eval Report Atlas Fabral Underlayment.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® U ® lid https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc7WOQGnpkzBcpvKtPYIdHXg%3d%3d Page 2 of 3 Florida Building Code Online 2/26/20,7:30 PM Credit 'Card Safe SeCUrityMETRICi https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc7WOQGnpkzBcpvKtPYIdHXg%3d%3d Page 3 of 3 Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: ATLAS ROOFING CORPORATION Issued August 26, 2019 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 www.atiasroofinq.com Quality Assurance: PRI Construction Materials Technologies, LLC(QUA9110) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) ATL-033-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) ATL-068-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) ATL-068-02-01 ASTM D 4798 2011(2016) PRI Construction Materials Technologies(TST6049) ATL-068-02-01 TAS 110 2000 PRI Construction Materials Technologies(TST6049) ATL-069-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) ATL-090-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) ATL-149-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) ATL-164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) ATL-254-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) ATL-255-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) BWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) WRMI-011-02-01 ASTM 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST6049) MSA-030-02-01 ASTM D 1970 2015a UL LLC(TST1740) 02-NK40952 ASTM D 1970 2015a UL LLC(TST1740) 02-NK40952 ASTM D 226 2009 UL LLC(TST1740) 02-NK40952 ASTM D 2626 2004(2012)E1 UL LLC(TST1740) 02-NK40952 ASTM D 4869 2016 UL LLC(TST1740) 02-NK40952 ASTM D 6380 2003(2013) ATL14001.5A FL17322-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION #15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #30 Organic Saturated Felt ASTM D 4869, Type 11 asphalt saturated organic felt underlayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type II asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #43 Base Sheet ASTM D 2626 asphalt saturated and coated, non-perforated, organic felt underlayment for use in the HVHZ and non-HVHZ. #90 Mineral Surface Roll ASTM D 6380, Class M asphalt-saturated organic roll roofing sheet for use in the Roofing HVHZ and non-HVHZ. Gorilla Guard®EVERFELT 30 Asphalt-saturated organic felt underlayment reinforced with glass fiber that meets the performance requirements of ASTM D 226, Type I for use in the HVHZ and non-HVHZ. Slate/Tile Underlayment ASTM D 6380, Class M asphalt-saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMaster®Ice and ASTM D 1970 SBS modified, self-adhering underlayment reinforced with a Water 100 fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster®Ice and ASTM D 1970 SBS modified, self-adhering underlayment reinforced with a Water 200 fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split-release film, which is removed during installation. WeatherMaster®Ice and ASTM D 1970 SBS modified, self-adhering underlayment reinforced with a Water 216 fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split-release film, which is removed during installation. WeatherMaster®Flexible Ice ASTM D 1970 SBS modified, self-adhering underlayment with plastic film surface and Water for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split-release film,which is removed during installation. WeatherMaster®Pro-Grade ASTM D 1970 SBS modified, self-adhering underlayment with a fiberglass mat Ice and Water reinforcement and a poly-fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster®Tile TAS 103 SBS modified, self-adhering underlayment with a fiberglass mat reinforcement and a poly-fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. ATL14001.5A FL17322-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES, LLC APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Exposure of the underlayments shall be limited to a maximum 30 days except as follows: a) #15 Specification Felt,#30 Specification Felt, and#40 Base Sheet—exposure for greater than 24 hours may adversely affect product performance b) WeatherMaster@ Ice and Water 100, WeatherMaster@ Ice and Water 200, WeatherMaster@ Ice and Water 216,WeatherMaster® Pro-Grade Ice, and WeatherMaster@ Tile—maximum 90 days Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as follows (or as indicated in other current FBC product approval documents): a) WeatherMaster@ Pro-Grade Ice and Water or WeatherMaster@ Tile—ICP Adhesives Polyset AH-160 b) Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH-160 Allowable Roof Coverings: Metal Roof Composite or Wood Asphalt Panels and Photovoltaic Shingles and Slate Clay and Underlayment Shingles Shingles Shingles Shakes Shingles Concrete Tile #15 Specification Felt Y Y Y Yz Y N #30 Organic Saturated Felt Y Y Y Y Y N #30 Specification Felt Y Y Y Y Y Y #43 Base Sheet Y Y Y N Y Y #90 Mineral Surface Roll Roofing Y' N N N N Y Gorilla Guard®EVERFELT 30 Y Y Y Yz Y N Slate/Tile Underlayment Y' N N N N Y WeatherMaster@ Ice and Water Y Y Y N Y N 100 WeatherMaster@ Ice and Water Y Y Y N Y N 200 WeatherMaster@ Ice and Water Y Y Y N Y N 216 WeatherMaster@ Flexible Ice and Y Y Y N Y N Water WeatherMaster@ Pro-Grade Ice Y Y Y N Y N and Water WeatherMaster@ Tile Y Y Y N Y Y Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only ATL14001.5A FL17322-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES, LLC WIND RESISTANCE NON-HVHZ ONLY) The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —WeatherMaster®Tile only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: WeatherMaster®Tile shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Roof slope limitations shall be in accordance with FBC requirements. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Products described within this report may be used as described in other current FBC product approval documents. 5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other current FBC product approval documents. 6) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. ��P• • • 9� % 2019.08.26 .` GE•N g' F �. No 74021 = //�� 15:33:08 * _ -04'00' ��•• STATE OF :O'• '40 ,10 0 R O P'•N `�` Zachary R. Priest, P.E. 0'e,SS;ONFlorida A; Organization No.lANE9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL14001.5A FL17322-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online 9/9/19,11:46 AM Business I I�' r j • Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Ffdda 4Product Approval s USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL6267-R15 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen Ireith@nemoetc.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/17/2021 Validated By John W. Knezevich, PE r Validation Checklist- Hardcopy Received Certificate of Independence FL6267_R15_COI_2018_01_COI_NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM G155 2005 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu02YBW7bMSMZAecpwXirhu76E%2bNCY11FLYTsDOSssV9Q%3d%3d Page 1 of 2 Florida Building Code Online 9/9/19,11:46 AM TAS 100(A) 1995 TAS 110 2000 TAS 114,Appendix E 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2018 Date Validated 12/17/2018 Date Pending FBC Approval 12/19/2018 Date Approved 02/19/2019 Date Revised 08/14/2019 Summary of Products FL# Model, Number or Name Description 6267.1 GAF Roof Ventilation Products Low profile roof ridge vents Limits of Use Installation Instructions Approved for use in HVHZ: No FL6267_R15_II_2018_12_FINAL_GAF_VENTILATION_FL6267- Approved for use outside HVHZ: Yes R15.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-215 Created by Independent Third Party: Yes Other: 1.)The noted design pressures applies to one Evaluation Reports particular vent installation. Refer to Section 5.4 for height FL6267_R15_AE_2018_12_FINAL_GAF_VENTILATION_FL6267- limitations and/or Section 5.5 for vent installations and R15.pdf allowable design pressures. 2.) Refer to ER Section 5 for Created by Independent Third Party: Yes Limits of Use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® in ® lid Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu02YBW7bMSMZAecpwXirhu76E%2bNCY11FLYTsDOSssV9Q%3d%3d Page 2 of 2 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION GAF Evaluation Report 01506.02.06-1115 1 Campus Drive FL6267-R15 Parsippany, NJ 07054 Date of Issuance:02/28/2006 (800)766-3411 Revision 15: 12/17/2018 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 6" Edition (2017) Florida Building Code sections referenced herein. DESCRIPTION: GAF Roof Ventilation Products 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMOIetc. 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 11. Prepared by: Robert J.M. Nieminen P.E. r The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 12/17/2018. This does not serve as an Florida Registration No.59156,Florida DCA ANE1983 'd.: ;m`"'' electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOletc. 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. NEM01etc.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 NEMO I etc.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. ONEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: GAF Roof Ventilation Products, as produced by GAF, 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 Wind ASTM E330 2002 1506.5/1517.5.1 Corrosion Resistance(of nails) TAS 114,Appendix E 1995 1523.6.5.2.13 Wind Driven Rain TAS 100(A) 1995 1523.6.5.2.13.1 Physical Properties TAS 110 2000 2615.2 Weatherometer ASTM G155 2005 3. REFERENCES: Entity Examination Reference Date ATI(TST 1558) Physical Properties 01-49035.01 03/02/2004 ATI(TST 1558) Wind Driven Rain 01-44964.01 01/15/2004 ATI(TST 1558) Wind Driven Rain 60172.01-122-18 10/07/2005 ATI(TST 1558) Physical Properties 59665.02-106-31 09/16/2005 ATI(TST 1558) Wind Driven Rain 84608.01-106-18 11/12/2008 ATI(TST 1558) Wind Driven Rain A5250.01-109-18 02/18/2011 ATI(TST 1558) Wind Uplift 87074.01-109-44 12/03/2008 ATI(TST 1558) Wind Uplift C2396.01-109-44 11/05/2012 ATI(TST 1558) Wind Uplift D1957.01-109-44 03/04/2014 ATI(TST 1558) Wind Uplift E0818.01-109-44 09/23/2014 ATI(TST 1558) Physical Properties D2702.01-106-18 06/30/2014 ATI(TST 1558) Wind Uplift E6744.01-109-44 04/30/2015 ATI(TST 1558) Wind Driven Rain G2331.01-109-44 01/10/2017 ATI(TST 1558) Wind Driven Rain G4123.01-109-18 01/10/2017 ATI(TST 1558) Wind Uplift G4123.02-109-44 01/10/2017 ITS(TST 1558) Physical Properties H5341.01-106-18 R1 01/22/2018 PRI(TST 5878) Weatherometer HBP-007-02-01 06/24/2004 PRI(TST 5878) Physical Properties HBP-002-02-01 06/06/2001 PRI(TST 5878) Wind Driven Rain HBP-01-02-01 11/02/2000 PRI(TST 5878) Wind Driven Rain BRY-021-02-01 12/31/2003 PRI(TST 5878) Physical Properties BRY-025-02-01 09/17/2004 PRI(TST 5878) Physical Properties GAF-138-02-06 02/09/2007 PRI(TST 5878) Wind Driven Rain GAF-138-02-04 02/09/2007 PRI(TST 5878) Wind Driven Rain GAF-310-02-01 07/07/2011 ETC Labs(TST 2411) Physical Properties ETC-01-718-10379.0 01/16/2000 ETC Labs(TST 2411) Physical Properties ETC-03-718-14602.0 01/20/2004 ETC Labs(TST 2411) Physical Properties ETC-07-718-19959.0 09/27/2007 Miami-Dade(CER 1592) Various Various NOAs Current Miami-Dade(CER 1592) Corrosion Resistance(of nails) Certification L 17-0606.01 06/26/2017 Miami-Dade(CER 1592) Corrosion Resistance(of nails) Certification L 17-0821.08 09/25/2017 Miami-Dade(CER 1592) Corrosion Resistance(of nails) Certification L 15-0421.09 05/07/2015 UL,LLC.(QUA 9625) Quality Control Service Confirmation 12/17/2018 NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-1115 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 2 of 11 ONEMOjetc. 4. PRODUCT DESCRIPTION: Name Description Published Manufacturing NFVA(in'/ft) Location(s) 4.1 Cobra® Exhaust Low-profile attic ridge vent of mesh-construction for 14.1 (nail gun Acworth,GA Vent use in shingle roof systems with 12-inch width ridge version) cap shingles. The product measures 10%-inch wide 16.9(hand nail supplied in 20 and 50 ft long rolls,and is supplied with version) corrosion resistant 1%-inch coil nails(nail gun version) or 2%-inch Smart NailsT"^ (hand nail version). 4.2 Cobra® Rigid Vent Plastic, low-profile attic ridge vent for use in shingle 18 Cumming,GA 3TM roof systems with 12-inch width ridge caps. The New Columbia, PA product measures 13-13/16-inch wide supplied in 48- inch long sections,and is supplied with 3-inch corrosion resistant ring shank nails. 4.3 Cobra® Rigid Vent Plastic, low-profile attic ridge vent for use in shingle 18 Cumming,GA 3TM-9" roof systems with 10-inch width ridge caps. The product measures 11%2-inch wide supplied in 48-inch long sections,and is supplied with 3-inch corrosion resistant ring shank nails. 4.4 Cobra®Snow Plastic, low-profile attic ridge vent with filter for use in 18 Cumming,GA CountryTM shingle roof systems with 12-inch width ridge cap New Columbia, PA shingles. The product measures 13-13/16-inch wide supplied in 48-inch long sections. 4.5 Cobra®Snow Plastic, low-profile attic ridge vent with filter for use in 18 Cumming,GA Country shingle roof systems with 12-inch width ridge caps. New Columbia, PA AdvancedT" The product measures 13-13/16-inch wide supplied in 48-inch long sections,and is supplied with 3-inch corrosion resistant ring shank nails. 4.6 Cobra®Snow Plastic, low-profile attic ridge vent with filter for use in 18 Cumming,GA Country [� shingle roof systems with 10-inch width ridge caps. Advanced TM'9„ The product measures 11%2-inch wide supplied in 48- inch long sections,and is supplied with 3-inch corrosion resistant ring shank nails. 4.7 Cobra® Polypropylene plastic, low-profile attic ridge vent for 12.5 Cumming,GA RidgeRunner® use in shingle roof systems with 12-inch width ridge cap shingles. The product measures 11%-inch wide supplied in 20 ft long rolls,and is supplied with corrosion resistant 1%-inch coil nails. 4.8 TruSlate°Ridge Plastic, low-profile attic ridge vent for use in TruSlate° 20 Cumming,GA Vent roof systems. The product measures 11.4-inch wide supplied in 48-inch long sections. 4.9 Cobra® Hip Vent Plastic, low-profile attic hip vent with filter for use in 9 Cumming,GA shingle roof systems with 12-inch width hip shingles. The product,only for use on hips, measures nominal 11.4-inch wide supplied in 48-inch long sections, and is supplied with corrosion resistant 1%-inch coil nails. NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 3 of 11 ONEMOletc. Name Description Published Manufacturing NFVA(in'/ft) Location(s) 4.10 Cobra° Woven plastic material pressed to form the molded 9 Enka, NC IntakeProT" shape. A woven fabric material is utilized on the top, Rooftop Intake bottom and front, below the vent channel of the mold. Vent The vent is configured into a roll-out form. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 Minimum Roof Slopes: Product Minimum Slope Cobra° Exhaust Vent 2:12 Cobra' Rigid Vent 3TM 3:12 Cobra® Rigid Vent 3TM-9" 3:12 Cobra'Snow Country'"" 3:12 Cobra'Snow Country Advanced'" 3:12 Cobra'Snow Country Advanced TM-9" 3:12 Cobra® RidgeRunner° 3:12 TruSlate® Ridge Vent 5:12 Cobra® Hip Vent Min.3:12 to max. 12:12 Cobra' IntakePro'"° Rooftop Intake Vent 4:12 5.4 Unless otherwise determined through use of performance levels in Section 5.5, the maximum mean roof height for Cobra®Exhaust Vent,Cobra®Rigid Vent 3,Cobra®Rigid Vent 3—9",Cobra®Snow CountryTM,Cobra®Snow Country Advanced'"",Cobra®Snow Country Advanced'""—9",Cobra'RidgeRunner®,TruSlate®Ridge Vent,Cobra®Hip Vent and Cobra® IntakePro'm Rooftop Intake Vent shall be 33 ft. 5.5 Maximum Allowable Design Pressures: The following performance levels may be utilized for projects where the maximum mean roof height exceeds 33 ft. The Allowable Design Pressure shall meet or exceed critical design pressure determined by a qualified design professional in accordance with FBC Chapter 16. No rational analysis is permitted. Allowable Design Substrate: Product Pressure(psf) Min.7/16-inch plywood Cobra° Exhaust Vent(nail gun version) -150 Min. 7/16-inch plywood Cobra' Exhaust Vent(hand nail version) -180 Min. 7/16-inch plywood Cobra' Rigid Vent 31", Rigid Vent 31"^ -9",Snow -215 Country'",Snow Country Advanced'"and Snow Country AdvancedT"-9" Min.7/16-inch OSB or plywood Cobra® RidgeRunner° -180 Min.7/16-inch plywood TruSlate° Ridge Vent -190 Min. 7/16-inch plywood Cobra' Hip Vent -205 Min.7/16-inch plywood Cobra' IntakeProT" Rooftop Intake Vent -175 NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 4 of 11 *NEM0 I etc. 5.5.1 Allowable 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 FBC 1609 for determination of design wind loads. 5.6 Installation shall result in minimum net free ventilation area requirements set forth in FBC Sections 1203.2. When more than one level of roof ridge existing over a single attic space, use ridge vents only at the high ridge. 6. INSTALLATION: 6.1 GAF Roof Ventilation Products shall be installed in accordance with GAF published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 COBRA°EXHAUST VENT: 6.2.1 Chalk a cut-line 1-inch off each side of the ridge and cut a slot along the apex of the roof measuring 2-inch (for truss construction) or 3%:-inch (for ridge pole construction). The slot should terminate 6-inches from each end and 12- inches from hip intersections or chimneys. Cut only the sheathing; do not cut trusses. Figure A. 6.2.2 Unroll the vent along the entire length of the ridge, covering uncut 6-inch sheathing area on both ends. Shorter lengths can be joined by caulking and butting the ends. Figure B. 6.2.3 Apply a bead of polyurethane roof sealant to the underside of the entire perimeter of the vent and nail with min. 2%-inch galvanized roofing nails at each corner and 10-inch o.c. 6.2.4 Apply a bead of polyurethane roof sealant in the shape of a "C"to the underside of the entire perimeter of the cap shingles, and install cap shingles directly over the vent using Smart NailST" or 1%-inch corrosion resistant coil nails (supplied with the vent). Figure C. .'4 ii sytiti P� rq J P 6.2.5 Cobra® Exhaust Vent (hand nail version) and Cobra® Exhaust Vent (nail gun version) have a %-inch or 5/8-inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush or compact the product during installation. Figure D. 34' $ , Y Hand-Nail Version Nail Gun Version NEMO ETC,LLC Evaluation Report 01506.02.06-R35 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 5 of 11 ONEMOjetc. 6.3 COBRA®RIGID VENT 31m,RIGID VENT 3TM-911 ,SNOW COUNTRYTM,SNOW COUNTRY ADVANCEDTm AND SNOW COUNTRY ADVANCED*"" -9": 6.3.1 Mark-off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys. ➢ No Ridge Board:Cut a 7/8-inch opening on each side of the ridge(Figure A). ➢ With Ridge Board: Cut a 1-5/8-inch opening on each side of the ridge(Figure B). v �I � 3/a� l 1 3,/a No Ridge Board With Ridge Board 6.3.2 Sealant: Apply a bead of silicone caulking or roof cement to the underside of the outer baffle along both edges and at exposed ends,ensuring the outside edges where the vent meets the shingles are sealed with the caulk or flashing cement. Do not use excessive roof cement, as it may result in shingle blistering. 6.3.3 Vent Placement: Starting at one end of the slot, place,center and conform the Cobra' rigid vent over the slot with the vent firmly against the roof surface,ensuring the vent extends past the slot opening by at least 6-inch. 6.3.4 Fasteners: For Cobra®Rigid Vent 3TM,Cobra®Rigid Vent 3TM-9",Cobra®Snow Country AdvancedTm and Cobra® Snow Country Advanced TM-9"only, use the 3-inch corrosion resistant ring shank nails(included). For Cobra® Snow CountryTM, use corrosion resistant nails at least 3-inch or longer. Nails must always penetrate through plywood decks or at least%-inch into wood planks. NOTE:GAF recommends 3-inch corrosion resistant ring shank nails for increased uplift resistance. 6.3.5 Spacing: Attach the vent section through the pre-molded nailing holes located at 3, 12,24,36 and 45-inch from the start of each 48-inch vent piece. 6.3.6 Joints: Apply the subsequent Cobra' rigid vent sections over the length of the ridge using the overlap/underlap tabs. 6.3.7 Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using corrosion resistant nails detailed in 6.3.4. A nail line is inscribed on top of the Cobra' rigid vent to serve as a guide. NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 6 of 11 ONEMOjetc. 6.4 COBRA®RIDGERUNNER® 6.4.1 Cut slot per 6.3.1. 6.4.2 Tear a 1-foot section to be used as a template for laying the vent out(Figure E-G) and center the template/locator over the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle(Figure H). Make sure to do this at both ends of the installation. 1 \ 1 LL— Opp T � _ �J O T 1 1 6.4.3 Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a chalk line along one side of the ridge (Figure 1). Unroll the vent and use the included 1-3/4-inch pneumatic corrosion resistant roofing nails to attach the first side of the ridge vent with the exterior of the baffle aligned with the chalk line(Figure J). Proceed with using the 1' interval EasyTearTM system to custom size the vent to the appropriate length. If the EasyTearTM system can not be utilized, use a utility knife to size the vent. Nail gun targets are embossed on the part as a guide for property attaching vent to the roof.The vent should be fastened on 6-inch centers(Figure K). 1 1 D CHALK LINE 1 1 O 0 NEMO ETC,LLC Evaluation Report 01506.02.06-1115 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 7 of 11 ONEMOletc. 6.4.4 For installations over extra-thick shingles,a bead of polyurethane roof sealant may be applied to the underside of the outer baffle of the vent along both sides of the ridge and at exposed edges where the vent meets the shingles to fill any open space between the vent and shingles below. 6.4.5 NOTE:When fastening the vent and cap shingles, be sure that the included 1 3/4-inch corrosion resistant coil nails completely penetrate plywood or provide at least 3/4-inch penetration into wood planks. In the case they do not, you must use alternate corrosion resistant nails that provide the required penetration. Proceed with attaching the other side of the vent.When beginning to nail down the second side, do NOT begin at the end; begin between the first and second one-foot sections and then return to fasten the first one-foot section.This will allow for proper fit. 6.4.6 Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using the nail- lines on top of the ridge vent for proper lapping. 6.5 TRUSLATE°RIDGE VENT: 6.5.1 DO NOT use on hips. 6.5.2 Install TruSlate° Ridge Vent before installing the field slates. 6.5.3 After determining the total length of TruSlate° Ridge Vent required (for proper ventilation), determine the necessary slot opening. Mark-off and cut the slot opening, ensuring the ends of the opening stop at least 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys. Roofs without a ridge board: Cut a 7/8-inch opening along the ridge on each side(Figure A). Roofs with a ridge board: Cut a 1-5/8-inch opening along the ridge on each side(Figure B). Fig. A Fig. B (41 m.)1 (41 mm) (22 mmRe 7/8 (22 mm) -f With Ridge Board 13/4"(44 mm) No Ridge Board 6.5.4 Install an 18-inch wide section of ASTM D1970 self-adhering leak barrier(holding Florida Statewide Product Approval or Approved on a Local Basis)from the edge of the ridge slot extending down towards the roof deck on both side of the slot. 6.5.5 Place the TruSlate® Ridge Vent over the ridge slot, "peaked" and centered over the ridge slot, and attach using minimum 3-inch long corrosion resistant ring-shank nails through the pre-molded nail holes on the vent, located 3- inch from the ends and 9-inch o.c. Fasteners shall penetrate through plywood decks or embed minimum %-inch into wood plank decks. 6.5.6 Continue over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the finished ends include the pre-molded end caps. Cover all exposed nail heads on the vent with silicone caulk. Install a bead of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at the junction of the leading edge and the leak-barrier below. 6.5.7 Install the top course of TruSlate® field slates, UnderBlockTM UV & Moisture Barrier and TruSlate® trim slates in accordance with GAF published installation instructions. Install TruSlate°trim slates with 10-inch exposure using minimum 1-5/8-inch long deck screws through pre-drilled holes,through the ridge vent to engage the wood deck. NEMO ETC,LLC Evaluation Report 01506.02.06-R35 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 8 of 11 NEMO etc. o ,namcrr^'Roof Deck fsrotecbw �$ 1® 257 Ill 111 f�57, �d}�J WeaihAf Wat&@ 0r S16rmGuardcD Leak Bawer ------------------ 6.6 COBRA®HIP VENT 6.6.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use only on roofs with slopes between 3:12 and 12:12. Install only on hips. Do not install Cobra' Hip Vent on ridges. 6.6.2 Sequencing: If ridge ventilation will be installed,always install the ridge vent to the end of the ridge before installing Cobra®Hip Vent. 6.6.3 Hip Air Slot: Determine the number of Cobra®Hip Vent Ridge sections needed for proper ventilation and the location for cuts in the roof hip. Cobra®Hip Vent is installed over Alr shfs a 2% inch wide slot opening centered on the hip Nip Midpoint; beginning at 12 inches below the top of the hip and extending 36 inches down the hip for every 4 foot section of Cobra® Hip Vent needed. Leave 12 inches of �oF Slot length nearest the hip uncut after each 36 inch opening,and the lowest o� ,. mldpalntmay�y opening must stop at the mid-point of the hip and more �Gg�p e � than 24 inches in from the exterior warm wall. Wider I:eck openings and slots below the midpoint of the hip will not E.- improve ventilation and must be avoided. Cut away the Must be al leost 24"1670 mml From the worm well shingles first with a roofing knife, and then cut the deck with a circular saw. The saw should be adjusted so that the rafters or trusses are not cut. Note: The roof decking must be re-nailed to the rafter at the edge closest to the hip to compensate for the nails removed when the hip slot was cut. 6.6.4 On plywood or OSB roof decks,where a sheathing seam intersects the hip air slot,stop cutting the air slot 2-inches (51 mm) before the seam and continue cutting the slot 2-inches(51 mm)after the seam, leaving a total of 4- inches(102 mm)of uncut deck at the seam.Then, proceed with cutting down to the previously marked 36-inch (914 mm) point. The air slot may be widened, in this case,to 5/8-inch (16 mm) on each side of the hip rafter to maintain proper NFVA. 6.6.5 Sealant: Seal all cut-edges of the asphalt shingles to the roof sheathing along all sides of the hip air slot openings, using a bead of ASTM C920 polyurethane sealant,to prevent water infiltration. NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-1115 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 9 of 11 ONEMOletc. 6.6.6 Orientation: Always install Cobra° Hip Vent with the "Towards Peak" arrows on the top surface of the vent pointing up towards the peak of the roof. 6.6.7 Attachment: Cobra®Hip Vent is fastened to the deck starting at the bottom of the hip and then up along the entire length of the hip (this includes un-cut portions of the hip). Fasten Cobra® Hip Vent to the deck with the included 1%-inch inch long collated galvanized steel roofing nails, or longer corrosion resistant roofing fasteners,to achieve penetration through plywood or OSB decks or minimum 3/4-inch embedment into wood planks. Attach the Cobra' Hip Vent section through the pre-marked 6-inch increment nail targets. 6.6.8 Joints & Terminations: Apply the subsequent Cobra® Hip Vent sections over the length of the hip using the overlap/underlap tabs. For roofs with ridge vents,lengths of the hip vent must be butted tightly to sections of ridge vents and install a 3 inch by 12-inch strip of self-adhering leak barrier over all junctions. For roofs without ridge vents,sections of hip vent from adjacent hip runs must be mitered together tightly where they intersect and install a 3 inch by 12-inch strip of self-adhering leak barrier over all junctions. Refer to GAF published installation instruction for details. 6.6.9 Ridge Shingles: Cobra® Hip Vent is then covered with ridge cap shingles and this entire assembly is nailed to the sheathing with the included 1Y44-inch inch long collated galvanized steel roofing nails. Depending on the field and ridge cap shingles used, longer length corrosion resistant fasteners may be necessary. The ridge cap shingles are installed per the shingle manufacturer's instructions and Florida Product Approval,with a minimum of two nails per shingle and a shingle to shingle nail spacing of 8 inches on center or less. Refer to the shingle manufacturer's Florida Product Approval for ridge cap shingle fastening and sealing requirements. Do not overdrive the nails or crush/compact the product during installation. 6.7 COBRA°INTAKEPROTm ROOFTOP INTAKE VENT 6.7.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use only on roofs with minimum slope of 4:12. Install only on eave edges of the roof. 6.7.2 Determine the length of Cobra' IntakeProTm Rooftop Intake Vent sections needed for proper ventilation and the location for cuts near the roof eave edge. Install a metal drip edge at the eave of the roof. Measure up 6 and 7 inches up from the edge of the metal drip edge and strike chalk lines parallel to the eave of the roof. Cut a 1 inch wide air slot opening along the chalk lines,stopping a minimum of 12" (305 mm) from rake/gable edges, side/end walls, and hip intersections, and stopping a minimum of 24" (610 mm)from the center of valley intersections. The saw should be adjusted so that the rafters or trusses are not cut. Note: After cutting the air slot,clear all debris blocking access into the attic space. Be sure to flatten attic insulation near the air slot to allow for proper intake airflow near the air slot. Attic baffles may be used to help prevent insulation from blocking intake airflow into the attic space. 6.7.3 Install a minimum 18 inch (457mm) wide FBC Approved peel-and-stick leak barrier down to the roof deck. Align peel-and-stick leak barrier flush to the edge of the roof on top of the drip edge metal. Use a sharp utility knife to cut the leak barrier, re-opening the 1 inch (25 mm) air slot that was previously cut in the deck. NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 10 of 11 ONEMOletc. 6.7.4 Each roll of Cobra® IntakePro'm Rooftop Intake Vent comes with two pieces of end cap fabric.To begin the vent run, place one piece of end cap fabric overhanging halfway over the rake/gable edge and parallel to the eave drip edge. Fasten the fabric to the roof deck using two roofing nails, one high and one low. If necessary, a piece of FBC Approved peel-and-stick leak barrier can be used in lieu of end cap fabric. 6.7.5 With the pre-marked dotted nail line and GAF logo facing up toward the sky, position the vent on top of the fabric end cap and flush to the rake/gable edge and eave drip edge. The front venting face of the vent should be flush with the drip edge metal below. Using the included 1-3/4 inch (44 mm) pneumatic coil nails,fasten the vent every 6 inches(152 mm)along the pre-marked nail line and fasten every 12 inches(305 mm),approximately 1-1/2 inches (38 mm)down from the up-slope edge of the vent. Do NOT nail within 1 inch(25 mm)from the side,top,or bottom edges of the vent. 6.7.6 Continue installing vent toward the opposite gable/rake edge or termination point. When installing multiple rolls, adjoin the rolls by butting them tightly together. There should be no gap between adjoining sections. The vent must always extend a minimum of 12 inches (305 mm) past any air slots. Miter cut the vent at any valley and hip intersections, ensuring the vent sections are butted tightly together. For terminations at gable and rake edges, cover the end of the vent run using the included fabric end cap in the same manner as the start of the vent run. 6.7.7 Install FBC Approved peel-and-stick leak barrier completely covering the top of the vent and extending from the eave edge to a minimum of 24 inches (610 mm) in from the building's warm wall. The leak barrier should not overhang the vent. Install rake drip edge if necessary. �n n—nituftPawanlut Cpbfa•InbkuRro�Rooftop 3nlake Vent ld-t4n mml wlee solo awF teak dktdM 1305 r p firm mke/g,d edges,sqp,n walls, jand Mpintersecdons and @y11.Qstopaminlmum oF29'1610 mm)fran vaEey Intnsxdms- Cut 1"(254mm1 wide aR slots minimum V j152 mml up ftom edge of dflp edge metal. AllgnfmntedgeofC t,,'IntakeNo- Povoft<pintakuVe aM GAF Leak 9,,-r flushes eave ddo M oe mea 1. 6.7.8 Begin installing the shingle starter course. The starter course and first course of field shingles should overhang the front edge of the Cobra' IntakePro'" Rooftop Intake Vent by 1/4—3/4 inches (6— 19 mm)to provide a drip edge. Using the included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the starter strip and field shingles as per manufacturer's installation instructions. Ensure the field shingles are not fastened into the open air intake slot below. REQUIREMENTS:7. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. QUALITY ASSURANCE UL, LLC.—QUA9625; (847)664-3281 -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 01506.02.06-1135 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL6267-R15 GAF Roof Ventilation Products;(800)766-3411 Revision 15:12/17/2018 Page 11 of 11