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Home My WebLink About812-814 Paraguay Ct"y I�'ItiI� CITY OF SANFORD y tr DECZ Z��g BUILDING & FIRE PREVENTION D PERMIT APPLICATION BY: Application No: ' `3 0� q3 Documented Construction Value: $ 10,930.00 Job Address: 812-814 Paraguay Court, Sanford Historic District: Yes ❑ No Parcel ID: 31-19-31-300-0020-0000 Residential Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Roof Replacement - CertainTeed Landmark Asphalt Shingles Plan Review Contact Person: Justin Shelton Phone: 321-441-2300 Name New Tribes Mission Inc. Title: Roof Replacement Manager Fax: 321-441-2313 Email: swilliams@collisroofing.com Property Owner Information Street: 1000 E. 1 st• Street , r City, State Zip: S.ariford, FL 32771. Phone: 407-221-4989 Resident of property? : Contractor Information Name Collis Roofing, Inc. Phone: Street: P.O. Box 520668 City, State Zip: Longwood, FL. 32752 321-441-2300 Fax: 321-441-2313 State License No.: CCC058022 ArchitecVEngineer Information Name: n/a Phone: Street: Fax: City, St, Zip: Bonding Company: Address: n/a E-mail: Mortgage Lender: n/a Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 510 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be' additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agcni's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 0 004 4"-" 14� - Sign lure of Contractor/Agent. Date J. Douglas Lanier ni Contractor/Amt's Name of MY COMMISSION 0 GG031566 EXPIRES September 19, 2020 Contractor/Agent is xx Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads Fire Alarm Permit: Yes ❑ No ❑ UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application WOLLIS ROOFING, INC. REROOF DEPARTMENT P.O. BOX 520668 Longwood; FL 32752 -NO Ph (321) 441-2300 Project FAmator. Wally Martin Fox (321) 441 -2313E -Mail: waUy@ccolllwooUngA= Ur- all CCCO50022 Cell Phone N: 407-509-7138 Date: September 29,2016 Phone. 407-22IA989'Richard 407-330-1505 Office Attention: Richard See w/ NIMHomes I Email:- I Richard See@ntm.org Job Address: 812-814 Paraguay CL Sanford, Fl. 32771 Collis Roofing, Inc. proposes to supply all of the labor and materials needed to remove your existing roof and install your new roof as follows: lq6,qq Wt7 3 A) Collis Roofing, Inc. will provide all applicable permits. B) Remove the existing shingles and underlayment to bare deck and dispose of in a,proper manner. C) Inspect the existing wood for damage. We will remove the damaged wood and replace it at a rote of $65.00 per sheet of plywood, $5.00 per lineal footof 1 x der ' $2.50 lineal foot of 2x fimber $5.00 er lineal foot of all other 2x lumber, and $8.00 per lineal foot offascia ale: amoun 's no ' luded in he ota bolo D) Re -nod all of the decking to meetcurrent Florida Building Code requirements with 8d ring- shank nails. E) Supply and install new code approved CertainTeed Roofers Select high performance underlayment using simplex nails. F) Supply and install new code aroved '/" a anlzed'and painted eaves drl and secure to the roof deck with nails• around all eaves and rakes. leases eci eaves d'n G) Supply and install CertainTeed SwlftSlart stmier shingles atall eaves, sealing to the eaves drip with fleshing cement H) Supply and install new 16"/ 26 -gauge preformed metal in all of the valleys. I) Supply and install new Huliet Hoots for plumbing.penetrations. J) Supply and install new Bullet Vents forall kitchen and bath exhaust fans. K) Cut in, and install 2 additional exhaust vents. L) Supply, load, and install CertainTeed Landmark Lifetime architecturalshioglcs� manutiuturer's ecificstions and all applicable building codes using 6 nails per shingle. ens s e sin 1 co o M) Supply, and install 92 feet of CertninTeed Ridge Vent (Shingle Over) to provide proper attic ventilation. N) Supply and install CertainTeed Shadow Ridge cap shingles to the ridges. O) Magnetically sweep the job site for loose nails, and clean up all job related debris. P) Collis Roofing Inc. will supply a written fully transferable workmanship warranty and release of lien upon receipt of final Payment The above work shall be performed in a substantial workmanlike manner for the sum of: CertainTeed Lnndmark Lifetime architectural shingles with a CertainTeed 5 Star Warranty - S10930.00 (130 MPH Wind Warranty/ 25 Year Workmanship Warranty) With payment to be made as follows: Total Due Upon Completion Respectfully submitted: Wally Martin, Project Estimator/ Collis Roofing Inc. Date: I 7— S • 1(o Approved By: IrQv C &,.e ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713:37, FLORIDA STATUTES). THOSE WHO WORK ON YOUR TROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE 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 A 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. Name: atepnanie vvmams Address: Collis Roofing, Inc. P.O. Box 520668. Longwood. FL. 32752 I NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number: 1111111111111111111111111111111111111111 MARYANNE HORSEY SEMINOLE COUNTY CLERK OF.CIRCUIT COURT & COMPTROLLER 8Y. 8822 P9 1115 QP9s) CLERK'S : 2016128328 RECORDED 12/12/2016 09:40:05 AM RECORDING FEES '$10.00 2 IRE�ORQE .��idevo The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF ROPERTY a al es tion of a proparty and stre t ddress If available) Gr. 21 TW� IqC ��-. ". 1 IUF. l/.� I�d ' I.cc lout elk S. SA0 OWNER INFORMATION: ` 7 Name: N c �..� •�, r c G v„ JAddress: 10 c> t✓ Sr, (Z., d l L 3 z % Fee Simple Title Holder (if other than owner) Name: n/a Address: CONTRACTOR: Name: Collis Roofing, Inc. Address: P.O. Box 520668, Longwood, FL. 32752 Persons within the State. of Florida Designated by Owner upon whom notice or other documents may be served as. provided by Section 713.13(1)(b), Florida Statutes. Name: n/a Address' In addition to himself, Owner Designates __ of To receive a copy of the Lienors Notice as Provided in Section 713;13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) ' WARNING TO OWNER: ANY PAYMENTS MADE BY THE 01IVNER-AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts sfated in it are -true to the best dge and belief. n ere SI na u Owners Vdd Name p+o : :Ge, f ��w� Flodda S 3(1)(g):The owner must sign the notice of commencement and no one else mby be permitted to sign in his or her stead' �bjj•••-•'-e`' us N State of 1 County of SpiitY1U T 2 D The foregoing Instrumentwas acknowledged before me this day of eC er . 2� z •s by Mandy K«► d! pr Who is personally known to meNfi% a me of person making statement r OR who has produced identification ❑ type of identificatlon produced: 0 q�wq, �a•10" LAURA JEAN ARA MEYERS • •_ Commission it F989867 N sgnature • �. e,� �•g My Commission Expires °'•4 Moy 08, 2020 12/8/216 A Florida Building Code Online IF Professional Regulation r SCIS Home I Log In I User Registration I Hot Topics I Submit surcharge I Stats & Facts I Publications I FSC Staff I BCIS Site Map I Links I Search Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com 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 I 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 07/03/2017 Validated By John W. Knezevich, PE !, Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R9 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code h"J/www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcD1Om5s%3d 1/2 FI ritla Ifllll=gll Product Approval r 0 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICE OF FL # FL5444-R9 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com 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 I 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 07/03/2017 Validated By John W. Knezevich, PE !, Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R9 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code h"J/www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcD1Om5s%3d 1/2 12/8/2016 Florida Building Code Online A 91 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/16/2016 02/16/2016 02/17/2016 04/12/2016 FL * Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of use Installation Instructions Approved for use in HVHZ: No FL5444 R9 II 2016 02 FINAL ER CERTAINTEED Asphalt Approved for use outside HVHZ: Yes Shingle FL5444-R9.odf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R9.odf 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. Copvriaht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 dick here . Product Approval Accepts: ®® Credit Card Safe httpsJ/www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXOwtDgtahlgO7CSsoycOr12BCcpCIS%2bbcD1Om5s%3d 2/2 a QOTP..INITYIERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. CertiJlcote ojAuthorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.OS-R10 FL5444-R9 Date of Issuance: 09/22/200S Revision 10: 02/16/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPnON: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. 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. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTGEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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 12. Prepared by: oz Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The feeImlle seal appearIng was authorized by Robert Nkminen. P.E. on 02/16/2016. This does not serve as an alectronlaW signed document. s4ne4 sealed hardcoples have been transmitted to the Product Approval AdMnbtrator and to the named c0ent CFjmFICATON OF INDEPENDENCE: 1. TrinitylERD 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. Trinity l 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. S. This is a building code evaluation. Neither Trinity IERD 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. A QoTpuNITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 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 Umitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3162 0SCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 1OCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 23CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.11684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20T", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle°, Centennial Slate'", Grand Manor Shangle°, Landmark"', Landmark"A IR, Landmark'" Pro, Landmark'" Premium, Landmark" TL, Landmark'" Solaris and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, LLC. Evaluation Report 3s32.09.0S-R10 CerWcote of Authodladon 09503 FL5444-119 Revision 10: 02/16/2016 Page 2 of 12 TRINITY I ERD 4.4 Presidential Shake'", Presidential ShakeT'* IR, Presidential Shake TV" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland SlateT" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge"', Cedar Crest'", Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. 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 the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All 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 us in all wind zones up to Vasd = 150 mph (Vwt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL' Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,=d =150 mph (V,,,t =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building 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. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris7") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.d = 150 mph (V„it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. S.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Cerq/lcute of Autborlcotlon 09503 FL5444-R9 Revision 10: 02/16/2016 Page 3 of 12 6.2.1 6.2.2 6.3 6.3.1 6.3.1.1 11�I TRINITY I ERD Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT201. XT" 25, XT" 30, XT' 301R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 17' (305 mm) (305 mm) (305 mm) 1..(25mm) —dant 1"(25mm)-•( i --- 1 5 5/e" (1 45 mm) 5 r12,- FhM to r r»voodd T MURK 131/6" 131/8" 131/8" 1"(25 mm) Sealant 1" (25 mm) 61/8" T F" 11-3., UsefownatlsJBrereryMsb*& Hip & Ridge: Cut Shingles (25 -11 I I 2.. (50 mm) �Rwwg,_._ FShingTIeShingle jII 11— --112..Cap Cap 305narn) Shingle F" 11.24.• W fabs, fben him back to make cop sbM#W (b'ngUsb dimenstom sboton). STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt rooting cement meeting ASTM D45s6 Type Il is suggested. I Roofing Cement Apply 1" (25 mm) spots of asphalt rooting cemeni under each lab corner. Figure!! -4: Usefownoirmrdslr*Pfsgfaspbalsaemmrontleepsbpes 'CAUTION: Excessive use of roofing cement can cause shingles to blister. �l�• �o�NO ftgure 11-23. ImWahm ofcops d mw Me bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certfcote of Authorlrotlon 09S03 FL5444-R9 Revision 30: 02/16/2016 Page 4 of 12 6.3.2 Carriaee House Shanele®. Centennial Slate' and Grand Manor Shanele°: LOW AND STEEP SLOPE STANDARD SLOPE Use five mils for every full Shangle. –125 mm) (25—) F- 516" BIB" (16 mm) (220—) figure17-4.• Use fire naib for errry full Grand AlanorSbangle, Carriage liouse Sbangle, or Centennial Slate. 6.3.2.1 Hip & Ridge: Shangle° Ridge Figure 17-18. Sbangle• Ridge. V I RINITY I ERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and Cenitmnial Slate. Apply asphalt roofing cement I' (25 mm) from edge of shingle (figura 17-3). Asphalt roofing cement mining ASM D4586 ljpc If is suggested. ft¢rrm 17.3: Wbro installing Grand ManorSborrgles on steep slopes use wren nails and tbme spots ofespbalt roofing cement. 18. Exposure Remove tape from the right side 1 ; 8-,j and fasten SECOND Fasten the .� I eft side 85/8. RIGHT FIRST LEFT Figure 17-19- Installation of Sbangle® Ridge sbingles on b/ps and ridges Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1110 Certb7cote of Authorbadan 09503 FL5444-R9 Revision 10: 02/16/2016 Page 5 of 12 ��TRINIWJERD 6.3.3 Landmark". Landmark' IR. Landmark' Pro (formerly Landmark' Plus), Landmark' Premium, Landmark"' TL, Landmark"' Solaris. Landmark"' Solaris IR, NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 12" -(3115 mm)—l—(375 mm)—I—(305 mm) -H :+ra�ay-c�amoma M ahaiaraarc-.rsrw r-1"(25 mm) Rdeaw Tape 1 (25 mm) �I I Iff, NailableT Area - 0 M M LANDMARK Tl 131/Y' 13" 131/2" 1—(343 mm(330 mm)—[—(343 mm)—j �1"(25mm) 11" (25 mm)�I f/gnre 13.4: b'se jour calls forereq•J fl sblrr3le. NorthGate: :NDE mom 1r 14 314' it AWA (305 mm) -s- (375 mm) r (305 mm) Naling limb 1• (25 mm) Lef net Ins r 425 mm)� r ower na4lna Nang areae for low and standard dmu (hom 2:12 ta 21:12) Nal between upper d bwer Ines as Own above. STEEP SLOPE Ilse six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 Type N. Apply 1' spots of asphalt roofing cement uncle each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS —121,—.4-143/4"— —12" (305 mm) (375 mm) (3D5 mm) 1 SVr;s �:iut+] O&OCRgorrmr5,411 IDY�ueil�.�S:. 1"(25 mm) Release Tape 1"(25 mm) --J Nail Area l Fol Ste"I T _ 25 mm Roofing Cement Exterior Research and Design, I.I.C. Certocate of Authorization 09503 Evaluation Report 3532.09.05•R10 FL5444-R9 Revision 10: 02/16/2016 Page 6 of 12 LANDMARK TL 131/2"� 13" 131/2" (343 mm) (330 mm) (343 mm) 'F7"(25 mm) I 1 "(25 mm) -&j I (25 mm) --- Cem rd Figure 13 S: Use stv nails andfour spots of aspbdl mq/tngmnenl on sleep slopes .--1" (25 mm) NorthGate: STEEP 12' 14-/4' 12' SLOPE 1+ 4305 mml–.1 — m -Ir ",.,a—►I –1305 m Nailing areas for steep slopes (greater than 21:12) and "Ston"ailing" Nail between lower 2 nail Ines as shown above. 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge" or NothGate Accessory Figure 13-16.• Sbadoro RWge accessory sb/ngles detach easily fiwn three-pem units to maks 72 individual cap p/eces. 12' (305mm) 6' 8' (150mm) (150mm) t Notch for Centering 1r ( +m) N` cidresforAllpnmerdifo the Top Ede M the Previous T Cap Por5'(125mm)EVmum (� m) English Dimension Shadow Ridge"' Exterior Research and Design, I.I.C. Cert Rare of AuMorkation #9503 NTINITY I ERD 979 Metric Dimension Shadow Ridge"' Evaluation Report 3532.09.05-R30 FL5444-R9 Revision 10: 02/16/2016 Page 7 of 12 (125mm) I (125mm) Notch for centering 131/4' (337mm) Notches for AI nmerd to ig the Top Edge the Previous 75/8' of (196mm) L CapforOff (%Imm) Exposure —1 Metric Dimension Shadow Ridge"' Evaluation Report 3532.09.05-R30 FL5444-R9 Revision 10: 02/16/2016 Page 7 of 12 9 27/3r I 41SL1 6- 1125!`) Centering Notch 13 1/4' T (337 mm) \ Nip these I notches to top 7 5. edge of (194 mm) peviouswmse NorthGate Ridge 05 (3mm) f ✓ ��, Leying Notch I 5(125mre) QOTRINI'TYIERD 131/81, (333 mm)—► I6/8' 4-6 5/8' I 168 mm.. 168 mm Cent ering 131/4' Notch (337 mm) 'Abgn thes notches to top 7 5/8' edge of (190 mm) previous course. _lI NorthGate Accessory ftgwe !3.20•. Use taytng notches to center sbdp!tss on Ups and ridges, and to Wale the correct arposara Note: For ASTM D3161 - Class F of Shadow Ridge"', use BASF Sonolastic NP i adhesive or Henkel PL* Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest"% Cedar Crest"' IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -Inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. Exterior Research and Design, LLC. Certreare ofAuthorization #9503 Evaluation Report 3532.09.Os-RIO FL5044-R9 Revision 10: 02/16/2016 Page 8 of 12 'll,NTINITY I ERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. Mandseabq adhes" lk' �' (102 awn) 4. y4* mm) I+— 1• _ as .11 Cob of sspW come" between okk+Dy 1"— (25 nun) 6.3.4 Presidential Shake'". Presidential Shake'" IR. Presidential Shake TL'". Presidential Solaris'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each foil Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphafi roofing cement under each shingle tab. ARM applying S nails in between the rolling guide lines, apply 4 nails 1 NaRnp �— 40' above tab cutouts making cabin tabs of overlying shingle cover nails cola Umc (1016 mm) (133 • • 141!4' I tl2 L38 mm) (362 mm) NOTE: Appy nails on painted guideline. Flgroe 164 Fattening PresdmAd and Pnsdmdd TZ Sba6e sbargfst on lora and sUtruk rd slopes 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY • . . 1 I' diameter asphalt rooting Cement Figure 16.7.• Fatter; 6T PmAimAot and haidmtiaf TIL Sbafe sbhefas on $imp *P- Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL Is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R30 CerWcote of Aud odurlion 09503 F15444 -R9 Revision 30: 02/16/2016 Page 9 of 12 6.3.5 Hatteras"': LOW, STANDARD AND STEEP SLOPE: 6.3.5.1 6.3.5.2 Rgure 13.9: raslenA"g NallemsSbftfes - Loa• and SlmldadVopes For low and sundiril slopes, use Inc nails for each full Mittens shingle as shorn above. Hip & Ridge, Option 1: Accessory for Hatteras QOTFuNITYIERD r'sum 13.1: kM Ig Nollemt0"Ves-firrp.Vopes For steep slopes, ust Pse walls and eight spots of asphalt roaring cement for eacb lull Ilmteras shingle as shown oboe. Apply I' (25mm) diameter spots of roofing cement (Ab7M D 4586 ape II suggested) under retch tab corner. Press shingle into place; do not nposc cement. GUrION: Too much roofing cement can cause shingles to bbster. Figure 15-14: 18 !brae place units separate to mobs 54 Hatteras Accassory sbingles Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Hip & Ridge, Option 2: Cut Hatteras Shingles 9' (230 MMI) I I (460 mm)'—'� gbh — — — — �- — — —I — — — i 8, (203 mm) I� 5�d� 5vc�� -- ------ -- 460 mm)� Cap Cap Cap Cap � Shingle Shingle Shingle Shingle \�`2z�,m1 Figure 15-2P. Cut Hatteras sbin& to make cow cap. FIRure 15-21: Instaflatlon of caps akwg bips and ridgss Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Ceripmte of Authorbadon 09503 FL5444-R9 Revision 10: 02/16/2016 Page 10 of 12 6.3.6 6.3.6.1 6.3.7 7. LABELING: Highland Sl tel. Highland Slatev" IR: LOW AND STANDARD SLOPE: MWW4)Wenpuw 9x rub (Wo rob Iratdbe ovr emir C*Ld a rlmn} e.lrr Figure 11•3: Use FM naikfor every Mgbiand Sfaie sbMgis 1-� I TRINITY I ERD STEEP SLOPE: Use Plug nails and EIGHT spots of asphalt roofing cement for each full Highland Slate shingle. For Mbini-Dade, SIX calls are required. Apply I. diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type 0 B suggested. VAMWS6 MgLin* Se(mbiborab eab4eoaroren 090A o anti Figure 11 -34- Use HIT nags and eigbi rpois ojaspbnli niqft muent undereacb ilio corner: %AUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest' IR or Shangle Ridge' hip and ridge shingles. Patriot^': LOW AND STANDARD SLOPE Use FOUR nails for every, full shingle Ioc:te(I as sho%vu beloi,. Sealant 6116 P (?S mm) i i 1' (25 rmj (156 M) (333c�r.) PD.* + (MMn) STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt nxtfmg cement aiming AS'f df D4586 Type II is suggested. Apply 1125 mm) slots of asph:dt roofing cement :u Shown. CAUTION:13xcessiwe use of roofing cement can cause shingles to blister. 61gg' 1 (tsdmm) I •_ U U C T Reeling cemeal wiff t 12-Iff Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR, Shadow Ridge"*, NorthGate or Shangle Ridge'" hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certftate of Authorisation 09503 FIJ%44-R9 Revision 10: 02/16/2016 Page 11 of 12 QOTRINITYIERD 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 614320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R30 Certylmte of Auftdzat/on 09503 FL5444-R9 Revision 10: 02/16/2016 Page 12 of 12 12/8/2016 Florida Building Code Online Professional e . / r SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I BCIS Site Map I Links I Search F dda Product Approval re USER, Public User t Ptltl7anYRygon Product Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL11288-R15 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com 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 I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE -*; Validation Checklist - Hardcopy Received Certificate of Independence FL11288 R15 COI 2016 01 COI Nleminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4601 2004 ASTM D4869 2005 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6757 2007 FM 4474 2004 https://www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXOwtDgs6WGOndlUHYonUmKSGSyyaJM4c4BcWaVTRkRVeshObtg%3d%3d 1/2 12/8/2016 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online FRSA/TRI April 2012 (04-12) TAS 103 TAS 110 Method 1 Option D 02/14/2016 02/16/2016 02/17/2016 04/12/2016 2012► 1995 2000 FIL !t Model, Number or Name Description 11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings. Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL11288 RIS II 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- Approved for use outside HVHZ: Yes R15,od Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -555.0 Created by Independent Third Party: Yes Other: 1.) The DP in this application Evaluation Reports pertains to a particular application for use FL11288 R15 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- in adhesive -set tile applications. DP is N/A RIS.odf for underlayments installed beneath Created by Independent Third Party: Yes mechanically attached prepared roof covers. 2.) Refer to ER Section 5 for other 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 mall. 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 dick here . Product Approval Accepts: Credit Card Safe haps://www.floridabuilding.orgtpr/pr app dU.aspx?param=wGEVXOwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtg%3d%3d 212 QoTmNITYIERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #23 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 11610.09.08-1116 18 Moores Road ( FL11288-RlS Malvern, PA 19355 Date of Issuance: 09/03/2009 Revision 16:02/04/2016 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 S"' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertalnTeed Roof Underlayments LABELING: Labeling shall be in accordance with the requirements they 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 IERD 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 "TrinitylERD 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 9. i Prepared by: LL Robert J.M. Nieminen, P.E. '%1�s/��a�ti;•s Florida Registration No. 59166, Florida OC4ANE1983 The NOW* seal appearing was authorked br Robert Nlernlnen, P.E. on 02/04/2016 This does not serve as an electronically signed document. Signed, seated hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinity I 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 sin 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 inte i st in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD 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. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 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 Prope Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3 Physical Properties ASTM D226 2006 1507.2.3 Physical Properties ASTM D4869 2005 1507.2.3 Physical Properties ASTM D6757 2007 1507.2.4,1507.2.9.2, 1507.S.3 Physical Properties ASTM D2970 2009 1507.10.2 Physical Properties ASTM D4601 2004 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 FRSA/TRI April 2012 (0412) Underlayment Installation References 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C8440.04.08 04/28/2008 ERD (TST6049) Physical Properties C9560.05.08 OS/25/2008 ERD (TST6049) Physical Properties 010080.09.08-R3 04/17/2009 ERD (TST6049) Physical Properties 012960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-R1 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08 -R1 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-R2 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/01/2010 ERD (TST6049) Physical Properties C31840.05.10 05/10/2010 ERD (TST6049) Physical Properties C31860.05.10 05/18/2010 ERD (TST6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST6049) Physical Properties C3S460.05.11 06/16/2011 ERD (TST6049) Physical Properties C34940.09.11 -R3 10/04/2011 ERD (TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD (TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Wind Uplift C39670.08.12 08/20/2012 ERD (TST6049) Physical Properties C31430.30.10 -R3 11/02/2012 ERD (TST6049) Physical Properties C4S240.01.141 01/15/2014 ERD (TST6049) Physical Properties 032930.01.11-R2 01/20/2014 ERD (TST6049) Physical Properties 045240.01.142 01/24/2014 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 ERD (7576049) Wind Uplift CTR-SC10420.01.16 01/25/2016 MTI (TST 2508) Physical Properties DX08C4A 03/22/2004 MTI (TST 2508) Physical Properties TX14B6A-001 02/27/2006 MTI (TST 2508) Physical Properties TX10613-002 03/13/2006 MTI (TST 2508) Physical Properties TX1486F-006 03/13/2006 MTI (TST 2508) Physical Properties TX106E-005 03/13/2006 PRI (TST5878) Physical Properties CTC -03402-01 11/24/2008 PRI (TSTS878) Physical Properties CTC -075-02-01 02/15/2011 PRI (TST5878) Physical Properties CTC -067-02-01 08/08/2011 PRI (TSTS878) Wind Uplift CTC -112-02-01 12/12/2011 PRI (TST5878) Physical Properties CTC -163-02-01(x3) 05/10/2013 Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Cert(Rcate of Authorindon 09503 FL11288-R15 Revision 16: 02/04/2016 Page 2 of 9 TRINITY I ERD Entity Examination Reference Date PRI (TST5878) Physical Properties CTC -189-02-01 11/18/2013 UL, I.I.C. (QUA9625) Quality Control I Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherine Underlayments: 4.1.1 WinterGuard " HT is a glass scrim reinforced, selfadhering, film -surfaced waterproofing underlayment. 4.1.2 WinterGuard " Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuard"' Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 MetaLayment"' is a self -adhering, film -surfaced, i aterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164, Type I, Grade S requirements for use as a base - layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164, IGrad G, Type I requirements. 4.2 Torch Applied Underlayments: 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meeting ASTM D6222, Grade G, Type I requirements. 4.3 Asphalt Aoolied Underlayments: 4.3.1 Flintlastic GMS or Flintlastic Premium GMS is anlasphalt-applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and II requirements, respectively. 4.4 Mechanically Attached Underlayments: I 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D4601, Type II requirements for use as a mechanically attached base -layer in multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTM D6757 requirements. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which thisl 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 the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Cerrgteote of Authorizo0on 09503 FL11288-R15 Revision 16:02/04/2016 Page 3 of 9 QOTRINITYIERD 5.4 CertainTeed 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: �r y�,;;,' TABLE 1: ROOE:COVER OP71OfY5 Asphalt Nail -On Foam -On Mortar- Wood Underlayment Metal Shakes & Slate Shingles Tile Tile Set Tile Shingles Roofers' Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand or Granular Yes No No No No Yes Yes Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes es Yes No Yes Yes See S. Flintlastic SA Cap FR No Yes No No No Yes Yes MetaLa ment Yes No No No Yes Yes Yes Flintlastic GTA No Yes Yes Yes No Yes Yes See 5.5.1 Flintlastic GMS or Yes Premium GMS No Yes See 5.5.1 Yes No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M 2 -Component Foam Roof Tile Adhesive AH -160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. Dow TILE BOND"' Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ➢ New or existing plywood D FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: ➢ New or existing plywood; ➢ FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood; ➢ FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ➢ FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: FlintPrime or ASTM D41 primed structural concrete. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 CeMJicote o/AuthoAradon 09503 FL12288-R15 Revision 16:02/04/2016 Page 4 of 9 5.6.2 QOTRINITYIERD FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set 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 loads. #1 Maximum Design Pressure = -240 osf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. #2 Maximum Design Pressure = -555 Dsf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41. Base: (Optional) Flintlastic SA PlyBase of Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #3 Maximum Design Pressure = -105.0 osf: Deck: Min, 15/32 -inch plywood to meeJproject requirements to satisfaction of AHJ. Primer: (Optional) FlintPrime, FlintPrime SA or ASTM D41 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #4 Maximum Design Pressure = -127.5 asf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41 Joints: Min. 4 -inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of 45 psf. 5.6.3 Bond to Base Sheet: ➢ WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM D226, Type I or II felt. ➢ Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or II felt. ➢ Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly. ➢ Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D46O1, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D46O1, Type II base sheet, Black Diamond Exterior Research and Design, LLC. Cert$cote of Authorhadon 09503 Base Sheet or Flintlastic Ultra Glass SA. Evaluation Report 11610.09.08-R16 FL11288-RIS Revision 16:02/04/2016 Page 5 of 9 QOTRINITYIERD 5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on or mortar -set tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that detailed below. 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 loads. 5.6.3.2 For mechanically attached base sheet in a 2 -ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPD51-29 for Zone 2/3 enhancements #5 Maximum Design Pressure = -37.5 Dsf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type II felt or Flintlastic SA NallBase Fasteners: 12 ga., 1% -inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 6 -Inch o.c. at the 4 -Inch laps and 12 -Inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #6 Maximum Design Pressure = -45.0 usf': Deck: Min. 15/32 -Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -Inch wide side laps and 18 -Inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied In hot asphalt or Flintlastic GTA, torch -applied. #7 Maximum Design Pressure = -52.5 osf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MARX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 12 -Inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #8 Maximum Design Pressure = -52.5 usf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: Min. 1 -inch long, 12 ga. Simplex Metal Cap Nails Spacing: 6 -inch o.c. at the min. 2 -inch laps and 6 -inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R16 CoWcote of Authorfsadon 09503 FL31288-R15 Revision 16: 02/04/2016 Page 6 of 9 VTKINITYIERD #9 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32 -inch plywood to meet proji ct requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., I% -Inch long galvanized ring shank nails through 32 ga., 15/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the min. 2 -inch laps and 8 -inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #30 Maximum Design Pressure = -67.5 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Cap nails: 1 -Inch diameter, 0.032 -inch! thick metal cap with 0.1204nch shank diameter, annular ring shank nails Spacing: 6 -inch o.c. at 4 -Inch lap and 6 -Inch o.c 1 at five (5) equally spaced, staggered center rows in the field of the sheet. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. #11 Maximum Design Pressure = -75.0 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 19 -inch long galvanized ring shank nails through 32 ga., 15/8 -inch diameter tin caps Spacing: 6 -Inch o.c. at the min. 2 -Inch laps and 6 -Inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #12 Maximum Design Pressure = -90.0 Dsf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MARX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #14 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32 -Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MARX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #15 Maximum Design Pressure = -105.0 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1% -inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 4 -inch o.c. at the min. 2 -Inch laps and 4 -Inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. CerWcate oJAuthodradon 09503 Evaluation Report 11610.09.08-R16 FU1288-RIS Revision 16:02/04/2016 Page 7 of 9 QOTRINIWIERD 5.7 Exposure Limitations: Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to Installation instructions specific to anticipated exposure in Section 6. Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base-layer in a multi-ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed 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 primed the substrate (if applicable). 6.3 Flintlastic SA NailBase, Flintlastic SA PlyBase. Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid - layer In multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table 1. 6.4 Black Diamond Base. Flintlastic SA Can or SA Cap FR. WinterGuard or MetaLayment: 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6.4.2 For Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4 -inch and end -laps minimum 6 -inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 6 -inch end laps and T -seam detailing. Consult CertainTeed instructions regarding back -nailing requirements. 6.4.3 For Tile Applications (Flintlastic SA Cop, SA Cap FR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, Sth Edition and Table 1 herein. Exterior Research and Design, U.C. Evaluation Report 11610.09.08.1116 CerWcote of AuthoAroNon 09S03 FL11288-1135 Revision 16:02/04/2016 Page 8 of 9 QOTP,.INITYIERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3 -inch and end (vertical) laps minimum 6 -inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8 -inch flow of modified compound beyond the lap edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or Flintlastic Premium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in the applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, 5th Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3 -inch and end (vertical) laps minimum 6 -inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. 6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by X -inch. Overlap ends (vertical laps) at least 4 -inch and sides (horizontal laps) at least 2- inch. Offset end laps from course to course at least 6 - feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19 -inch wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by Ya -inch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36 -inch wide courses up the roof slope, overlapping the previous course gy 19 -inch in "shingle -fashion". Overlap ends at least 12 - inch. Offset end laps from course to course at least 6 -feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection fall slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be installed to a level of at least 24 -inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 6. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R16 CeRj/kmte Of Authorkadon 09503 FU1288-RIS Revision 16: 02/04/2016 Page 9 of 9 MIAMIDADE CertainTeed Corporation (TX) 3000'West Commerce Street Dallas ,TX 75212 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: CertainTeed Corp. CRV Aluminum Ridge Vent under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails) to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0105.03 EXPIRES: 04/05/2006 I Raul Rodriguez i Chief Product Control Division This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04/05/2001 \1x0450001 \pc2000\\temp1ates\no0ce acceptance cover page dot Internet mail address: postmaster@buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http://www.buildingcodeonline.com CERTAINTEED CORPORATION ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roof Ventilators Materials: Aluminum Maximum Design Pressure N/A. Fire Classification: N/A Product Control No.: 01-0105.03 Approval Date: 04/05/2001 Expiration Date: 04/05/2006 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description CRV Aluminum Ridge See detail drawing PA -100 Low profile attic ridge vent for installation Vent herein in shingle roof systems. Formed from .019 embossed aluminum. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Roofing Nails Min. 11 ga. x PA 114 Aluminum screw shank 1'/," nails. Aluminum Screws #8 x P/2' PA 114 Aluminum screw EVIDENCE SUBMITTED: Test AgencylIdentifier Name Center for Applied PA 100 Engineering, Inc. Wind Driven Rain Page 2 of 5 Report 07-07-00-68 Manufacturer generic generic Date 04/27/94 6?'52-'� Frank Zuloaga, RRC Roofing Product Control Examiner CERTAINTEED CORPORATION APPROVED APPLICATIONS: Product Control No.: 01-0105.03 Slot: Cut a minimum 1'/i' to 3" slot along the apex of the roof by cutting W to 1 %:" on each side of the ridge. The slot shall terminate approximately 6" from the rake edge. Installation: Join ridge vent sections with connector plugs. Extend ridge vent past ends of slot to full length of ridge and cut final section. Place ridge vent centered over the void and install end plug on the end of the vent sealed with 100% silicone sealant. Apply 100% silicone sealant caulk to the bottom flange of the CRV Aluminum Ridge Vent. Align joined ridge vent over slot and fasten in place using 1 %i aluminum screw shank, or aluminum roofing nails at a maximum spacing of 8" o.c. using the predrilled nail holes with the first nail 1 %i' to 2" from the vent end. Place straps over joints and fasten in place with two fasteners per side of strap. Use connector straps at each end of vent run. Net Free Area: Refer to manufacturers published literature Minimum Slope: 2:12 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. CRV Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. Frank Zuloaga, RRC Page 3 of 5 Roofing Product Control Examiner CERTAINTEED CORPORATION .665 .500 2.875 U00 —3.770- 4.239- 5.750 3.770-4.239 DETAIL Page 4 of 5 5.750 1.750 - 9ENT Product Control No.: 01-0105.03 .25 —7.541 9479— Frank .479— R TYP 45- Frank Zuloaga, RRC Roofing Product Control Examiner CERTAINTEED CORPORATION Product Control No.: 01-0105.03 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5. END'OF THIS ACCEPTANCE Frank Zuloaga, RRC Page 5 of 5 Roofing Product Control Examiner LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 12/08/16 1 hereby name and appoint Ray Henderson an agent of: Collis Roofing, Inc. (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): t"] The specific permit and appl' tion for work located at: PC( V-0aIot. Co (Street Expiration Date for This Limited Power of Attorney: License Holder Name: J. Douglas Lanier State License Number: CCC058022 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole _�Coi / The foregoing instrument was acknowledged before me this Y day of eC , 20YL, by J. Douglas Lanier who is r9 personally known to me or o who has produced identification and who did (did not) take arrpath. Signature I U (Notary Seal L 1�ft sw)61a LISA SANCHEZ Print or type name MY COMMISSION p GG031566 EXPIRES September 18, 2020 (Rev. 08.12) Notary Public -Stale of flVikl Commission N (� My Commission Expires: as Ap CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: G V D 6 1, J. Douglas Lanier I hereby acknowledge that I personally inspected Roof deck nailing and/or ® Secondary water barrier work at -7 /a /gl1/ aCJ I ( / (f/, _�-J /j/7rs►Z and have determined that the work (Job Site Address)' was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. Rnwature"doclontractor J. Douglas Lanier Printed Name of Contractor p_ -19 -0 - Date CCC058022 License # License Type: ;3 General 0 Building 0 Residential 2A Roofing Contractor C: or any individual certified in accordance with F.S. 468 to wake such an inspection. STATE OF FLORIDA COUNTY OF Seminole Sworn to (or affirmed) and subscribed before me this day of (2- , 20 t6 , by J. Dou a anier who is N Personally Known to me or has 0 Produced (type of iden ' n) as identification. 7%94 (SEAL) Signatu a of N ry Public STEPHANIE JOY WILLIAMS E_- 6� State of Flori a MYCOMMISSION #EE847705 Stephanie J. WilliamsEXPIRES October 29,2016 Print/Type/Stamp Name``',Of Notary Public X00 153 F106d;'N0?0'ySer�ce.com W , .04 3