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Home My WebLink About107 Boulder Ct; 16-3426; RE-ROOFtit yt,.c.o7.n CITY OF SANFORD BUILDING & FIRE PREVENTION I; MCE ID PERMIT APPLICATION D 4 ZQ16 Application No: / 7 aLBI Docume ted Construction Value: $ 11,181.48 Job Address: 107 Boulder Court, Sanford, FL. 32771 Historic District: Yes No El Parcel ID- 33-19-30-518-0000-1690 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Roof Replacement - Tamko Heritage Asphalt Shingles - 30 squares Plan Review Contact Person: Justin Shelton Title: Re -Roof Manager Phone: 321-441-2300 Fax- 321-441-2313 Email: swilliams@collisroofing.com Property Owner Information Name Christopher Duncan Phone: 407-474-9139 Street: 107 Boulder Court Resident of property? : yes City, State Zip: Sasnford, FL. 32771 Contractor Information Name Collis Roofing, Inc. Phone: 321-441-2300 Street: P.O. Box 520668 Fax- 321-441-2313 City, State Zip: Longwood, FL. 32752 State License No.: CCC058022 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: n/a Mortgage Lender: Address: n/a 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. I 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: 5'n 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. 1- - _i Day °)'xq ° . /- dJ- 4, lgent Date Signature of ontracto Agent „, . Date Print s . r you b ...... 7. .. ..,.... I CMANIE J. WiL IAMS e % STEPHA: Expires AMS Notary Public -State of FloridaComm! Notary PubFlorida '+, o•,S Commission # GG 008373 0;; ;P' MY Comm. Ex it Commis8373Pes Oct 29, 20P0 My Comm. 9, 2020Owner/ Agentis " .erso e or Contractor/Age is Personally Known to Me or Produced ID Type of ID 4'01- Produced ID Type of ID 10s- I (a -- -k(6o.-ri BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 12/22/2016 I hereby name and appoint: an agent of: Ray Henderson 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 application for work located at: Street Address) 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 The foregoing instrument was acknowledged before me this 22 day of December 200 16 , by J. Douglas Lanier who is i personally known to me or who has produced as identification and who did (did not) tak a ath. Signatu Sall _ _ _ - jog,,, o:Pa` e;;., STEPHANIE J. WILLIAMS Notary Public - State of Florida N, • P: Commission # GG 008373 My Comm. Expires Oct 29, 2020 Rev. 08.12) Stephanie J. Williams Print or type name Notary Public - State of Florida Commission No. My Commission Expires: AlCO/R 1 0 V CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 12/17/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ac°Nro Ext: 800-344-4838 AIC No: (954)943-5417FrankH. Furman, Inc. E-MAILADDRESS: 1314 East Atlantic Blvd. INSURER(S) AFFORDING COVERAGE NAIC # P . O. BOX 1927 INSURERA:First Specialty Insurance Corp34916PompanoBeachFL33061 INSURED INSURER B American Economy Insurance Co 19690 INSURER C American Guarantee & Liability Ins 26247CollisRoofingInc INSURERD:FRSA Self Insurer Fund N/AP. O. Box 520668 INSURER E : 1 INSURERF: Longwood FL 32752 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFFMM/DD/YYYY POLICY EXPMMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE X OCCUR DAMAGE TO RENTED Ea occurrence) 50,000 X PREMISES MED EXP (Any one person) EXCLUDEDContractualIncludedIRG202258011/1/2016 1/1/2017 X XCU & Broad Form PD Incl PERSONAL & ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY ECT LOCF1 PRODUCTS - COMP/OP AGG 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 BODILY INJURY (Per person) B X ANY AUTO AOSCHEDULED AUTOS AUTOS 02CE23335520 1/1/2016 1/1/2017 BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident NON -OWNED X HIRED AUTOS X AUTOS Personal Injury Protection 10,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 2,000,000 AGGREGATE 2, 000,000 C EXCESSLAB CLAIMS -MADE DED RETENTION$ AUC914077109 1/1/2016 1/1/2017 D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/ PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N Mandatory in NH) N / A 870033379 1/ 1/2016 1/1/2017 X PER OTH- STATUTE ER E.L. EACH ACCIDENT 1 , 000 , 000 E.L. DISEASE - EA EMPLOYEE 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) For Information Purposes Only" NIV IiCLLFi I IVIV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Dirk De Jong/JC (" 'd? ACORD 25 ( 2014/01) INS025 r2ol4nn U 19BB- 2014 ACORD GORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: In Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. LI Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State .of Florida (must be submitted with each application if contractor is the applicant). LP Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roofpermit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Florida Building Code Online PLOpIOA 08RpA7A1BNT ON Business & Professional Regulat"on BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts I Publications ( FBC Staff I BCIS Site Map I Links I Search a Productb Approval USER: Public User D:oNV'f 8 Wxr.rGl F;'.At xn Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE 6 Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 t,. hUp://www.floridabui I di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRAdhy12u8kQGQyljaH hVei OpVSvxwSdCoQ%3d%3d 1/2 12/22/2016 Florida Building Code Online r 1507.9.5 T1507.8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.Ddf 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 Approva l Accepts: check Credit Card Safe http://www.floridabui I di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1 QRAdhy12u8kQGQyljaH hVei OpVSvxwSdCoQg/%3d%3d 2/2 EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 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. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD 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 in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 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 or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof 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 applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization ##9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 7 1 RINI-ry I ERD 6.3 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. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 140510.02.12-112 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 12/22/2016 Florida Building Code Online BCIS Home i Log In i User Registration i Hot Topics j Submit Surcharge Stats & Facts i Publications I FBC Staff i BCIS Site Map I Links i Search i Florida 1 ?!FF Sboi- ProductProduct Approval iUSER: Public User Approval Menu > Product or Application Search > Application List > Application Detail I • FL # FL1956-R12 Application Type Editorial Change Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Robert J. M. Nieminen, PE J Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 1/4 12/22/2016 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 09/17/2015 10/06/2015 10/09/2015 FL # Model, Number Description or Name 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.2 Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 P11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage D F ] P app inst.pdf used only on roof slopes of 2:12 FL1956 R12 II Heritage F app inst.pdf or greater. Nails must be used FL1956 R12 II Heritage T app inst.odf as the method of attachment. Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II heritage 30 app inst april 10.1)df used only on roof slopes of 2:12 FL1956 R12 II heritage 30 app inst f april 10.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II heritage 50 ago inst april l0.pdf used only on roof slopes of 2:12 FL1956 R12 II heritage 50 app inst f aoril 10.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.orglprlpr_app_ctl.aspx?param=wGEVXQwtDgs%2fnGFoyT6raQ%2b%a2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 2/4 12/22/2016 Florida Building Code Online 1956.E Heritage Premium A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage Premium D P app inst.odf used only on roof slopes of 2:12 FL1956 R12 II Heritage Premium F app inst.pdf or greater. Nails must be used FL1956 R12 II Heritage Premium T app inst.pdf as the method of attachment. Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL shingle matrix.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage Vintage aop inst.pdf used only on roof slopes of 2:12 Verified By: Robert 1. M. Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.8 Heritage Vintage Hip and ridge shingles 12 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL shingle matrix.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II TAMKO(i HeritageR 12 x 12 Hip and Ridge Application Instructions.odf Verified By: Robert J. M. Nieminen PE 59166usedonlyonroofslopesof2:12 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.9 Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage Woodgate D app inst.odf used only on roof slopes of 2:12 FL1956 R12 II Heritage Woodgate F app inst.pdf or greater. Nails must be used Verified By: Robert Nieminen 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.10 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II heritage A app inst d april 10.pdf used only on roof slopes of 2:12 FL1956 R12 II heritage A app inst f april l0.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.11 Hip and Ridge Hip and ridge shingles Shingles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 314 12/22/2016 Florida Building Code Online HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Hip and Ridge shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Quality Assurance Contract Expiration Date 09/17/2018 Installation Instructions FL1956 R12 II 12.25x12 Hip and Ridge.pdf FL1956 R12 II 12 x 12 Hip Ridge Application Instructions.pdf FL1956 R12 II 1'2-1-4x12'HiDRidge Sealant Dab Illustrations.Ddf FL1956 R12 II 12x12 HioRidge Sealant Dab Illustrations. odf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 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: sC heck Credit Card Safe http://www.floridabuilding.orglprlpr_app_ctl.aspx?param=wGEVXQwtDgs%2fnGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgMlo3d%3d 4/4 Application Instructions for FORMERLY HERITAGE® 30 arm MW a AUNK HERITAGEA BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD o Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF DECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof'. Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. 3.FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM - PRO® SIBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, orTAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities underthe Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. from each end and one 13-1 /2 in. from each end of the shingle for a total of 4 fasteners. See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1 I I I I I EXPOSURE 5-5/8" 1 LL I - 12-1 /2" - 12-3/8" - - 12-1 /2' - h--1 " Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 CONTINUED from page 1) FORMERLY HERITAGE" 30 1-1AMRU I HERITAGES . BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO 9 Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS NAIL ZONE COMMON Ir BOND 6-1, EXPOSURE 5-50' 1'=I .a-1rz'viz-1rz°-.-z-a a'+-1rz"-+-1rz"-I f•-1 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Properly Driven Improperly Driven 3{8" min diameter uad.rdriven overdriven crooked AsphaltShingles Decking III nominal straight, good penetration, inadequate too deep, cuts inadequate and flush with shingle surface penetration Into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should reroofingbe a minimum of 1-1/4 in. for new construction and 1-1/2 in. for minimum deck penetration of 3/4 in. The Properly Driven Improperly Driven nShinglesDecking crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. UNDERLAYM)ENT UNDERLAYMENT: An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are Asphalt Saturated Felt Underlayments: SuperX 30TIl Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Specialty Underlayments: Tam -Shield® Synthetic Underlayment or Synthetic Shield Underlayment TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlayments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlayments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified in the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 CONTINUED from page 2) FORMERLY HERITAGE" 30 HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD e Joplin, MO • Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus", TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, TAMKO 10-inch Starter or self-sealing 3-tab shingles. If self- sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For maximum wind resistance along rakes, Install any TAMKO staner shingle including sealant or cement shingles to underlayment and each other in a 4' (102 mail width of TAM -PRO& SES Flashing Cement, TAMKO or TAM -PROD Undenaymenl DeckPlasticRoof\emenL or TAMKO Tam -Seal Adhesive. Eave (lashing or asohall saturated fell Drip a edge _ __...... Rake \ft Fasteners ;; \\ located 1-1/2"to 3• 1 from eke edge Stan first strip with 1r2 shinglemoved, then follow with full Slaver strips overhangeavesandrakes Sell -sealingadhesive Eave Fasteners Dnp edge located strips in order to offset with the 14' to 3/8" it no drip edge positioned t-la. to 3" first shingle course flashing is present. If drip along ..as from save edge edge flashing is present, or eke edge install shingles even with drip edge. SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece 0 ,.,. repeat 10-3/8 29';y courses ..1$_3/8" Sth course 4th course 3rd course 2nd course l st course eave of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. Cut your first coarse shingle ro make 2e• and a 10 We' length. Cut a second shingle to make a 23' and a 16 3/8' length, 1 23" l 16 3/8' 1 17 2Begin application with a full length shingle. Thenlayyour29", 23", 16 318" and 10 3/8" lengths. As you can we, three shingles with two cuts make five courses. 3 Continue wo .king your way across the roof. When you make your Malcutattherwrsedge. flip any pieces that are 8' or longer back onto the roof. These pieces can be worked in anywhere without rearing zippers or color variations. NOTE: Do not align joints of shingle courses when working In cut pieces. Joints should be no closer than 4' from one another. 6. LOW SLOPE APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/ 2-sheet width along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2-sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2-sheet width. If winter temperatures average 25eF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus", TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. per foot (601, each shingle must be sealed with TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko. eom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 CONTINUED from page 3) FORMERLY HERITAGE® 30 MRU HERITAGEO BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD e Joplin, MO • Phillipsburg, KS 8. RC -ROOFING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing multi -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing properly. It is acceptable to install laminated shingles over existing three -tab strip shingles which are flat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKo's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. (See section 5). 9. VALLEY APPLICATION Overthe shingle underlayment, center a minimum 36 in. wide sheet of Moisture Guard Plus®, TW Metal & Tile Underlayment, or a minimum 50 lb. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Minimum 36' wide sheet of Moisture Guard Plus, TW Metal & Tile or " heavie Underlayment Valley centerline t Extra nail in Place tip of shingle on the edge of the vertical shingle, 2 inches back from valley centerline and covering the vertical shingle. Extend end shingle 12"-18' beyond valley centerline No fasteners within 6" of centerline FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tarnko.colm Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 CONTINUED from page 4) FORMERLY HERITAGE® 30 HERITAGE BUILDING PRODUCTS 16AMINATED ASPHALT SHINGIBRS Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 10. HIP AND RIDGE FASTENING DETA16 Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start S-1/8" exposure here— r., I;' t here 6-1/8" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641-4691. TAMKO®, Moisture Guard Plus®, Tam -Shield®, TAM-PRO®and Heritage® are registered trademarks and SuperX 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 JP69909 12/22/2CA 6` c ,; ,. L y ,r S. ,., 4i BCIS Home Log In User Registration I Hot Topics Da 9 °: Product Approval pr p USER: Public User Y Parad Fc'.t im Florida Building Code Online u x f i` f jg y .; t x la Submit Surcharge ! Stats & Facts Publications FBC Staff BCIS Site Map I Links ( Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.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 License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE 4, Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 http://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 1/2 12/22/2016 Florida Building Code Online 1507.9.5 T1507.8 y Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2, 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 Approva l Accepts: ECheck ' - Credit Card Safe http://www.fl oridabui I di ng.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRAdhy12u8kQGQyljaH hVei OpVSvxwSdCoQ%3d%3d 212 EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance:02/17/2012 Revision 2: 04/27/2015 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3 Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Q\TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof 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 applied atop RhinoRoof Underlayments are follows: TABLE 1t ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Nail -On Tile Foam -On Tile Metal Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/201S Page 2 of 3 f RINITY ERD 6.3 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. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-112 Revision 2: 04/27/2015 Page 3 of 3 12/ 22/2016 BCIS Home ( Log In i User Registration I Hot Topics Florida Building Code Online a t; 7 ii iR' 68PR.HOME ADDUTjIDBPR xDDPR D1Y1910M9 CONTACT 08 ,PR qubmit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida IF Product Approvalgo- 3 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1956-R12 Application Type Editorial Change Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived i_J Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Robert J. M. Nieminen, PE I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 1/4 12/22/2016 Florida Building Code Online Date Submitted 09/17/2015 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FL # Model, Number Description or Name 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.2 Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage D F J P app inst.pdf used only on roof slopes of 2:12 FL1956 R12 II Heritage F app inst.odf or greater. Nails must be used FL1956 R12 II Heritage T app inst.pdf as the method of attachment. Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II heritage 30 app inst april 10.pdf used only on roof slopes of 2:12 FL1956 R12 II heritage 30 aop inst f april 10.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 11956.5 1 Heritage 50 1 A dimensional asphalt shingle. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Certification Agency Certificate FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdf Quality Assurance Contract Expiration Date 09/17/2018 Installation Instructions FL1956 R12 II heritage 50 app inst april 10.pdf FL1956 R12 II heritage 50 aop inst f aoril 10.odf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: hftp://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 2/4 12/22/2016 Florida Building Code Online 1956.6 Heritage Premium A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage Premium D P app inst.odf used only on roof slopes of 2:12 FL1956 R12 II Heritage Premium F app inst.odf or greater. Nails must be used FL1956 R12 II Heritage Premium T app inst.Ddf as the method of attachment. Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL shingle matrix.odfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage Vintage app inst.pdf used only on roof slopes of 2:12 Verified By: Robert J. M. Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.8 Heritage Vintage Hip and ridge shingles 12 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL shingle matrix.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II TAMKOR HerltageR 12 x 12 Hip and Ridge Application Instructions.1df Verified By: Robert ). M. Nieminen PE 59166usedonlyonroofslopesof2:12 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.9 Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II Heritage Woodgate D app inst.pdf used only on roof slopes of 2:12 FL1956 R12 II Heritage Woodgate F app inst.pdf or greater. Nails must be used Verified By: Robert Nieminen 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.10 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.1)df FL1956 R12 C CAC UL certification 10-11-12.i)dfApprovedforuseoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 09/17/2018 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R12 II heritage A app inst d april 10.odf used only on roof slopes of 2:12 FL1956 R12 II heritage A app inst f april 10.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: r1956.11 Hip and Ridge Hip and ridge shingles Shingles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.odf FL1956 R12 C CAC UL certification 10-11-12.pdfApprovedforuseoutside http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 3/4 12/22/2016 Florida Building Code Online HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Hip and Ridge shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Quality Assurance Contract Expiration Date 09/17/2018 Installation Instructions FL1956 R12 II 12.25x12 Hip and Ridge.pdf FL1956 R12 II 12 x 12 Hip Ridge Application Instructions.Ddf FL1956 R12 II 12-1-4x12 HiDRidge Sealant Dab Illustrations.Ddf FL1956 R12 II 12x12 HipRidge Sealant Dab Illustrations.pdf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 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: sCi Credit Card Safe http://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgs%2fnGFoyT6raQ%2b%2bCX5ulUhEUshlcmF3nE3F2ytsDnaSgA%3d%3d 4/4 Application Instructions for FORMERLY HERITAGE' 30 AMR 3 111mignaes ®, BUILDING PRODUCTS LARRINATED ASPHA16T SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF BECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. . FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations; hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM - PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY athin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. from each end and one 13-1 /2 in. from each end of the shingle for a total of 4 fasteners. See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1 I I I I I I EXPOS' LIRE 5-5/8" 1" — 12-1/2"--h— 12-3/8" 12-1/2"—I h-1" Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 CONTINUED from page 1) FORMERLY HERITAGE® 30 MKITIAGE 4° I3UI>a®IAIG PRODUCTS16AMINATED ASPHALT SHINGLES Dallas, TX . Frederick, MD e Joplin, MO o Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-i/B EXPOSURE 5-68" I•-7-12"-IFz-+rz"--z-a/a"+Ifz-trz°+h--trz, It-„ 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAM KO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Property Driven Improperly Driven 0, f M' in diameter underdriven overdriven clooked r Asphalt Shingles t/4" nominal straight, good penetration, Inadequate too deep, cuts Inadequate and flush with shingle surface penetration into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The Properly Driven Improperly Driven tttttt ttl tttttttt Shingles crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. UNDERLAYMENT UNDERLAYMENT: An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are Asphalt Saturated Felt Underlayments: SuperX 30TIl Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Specialty Underlayments: Tam -Shield® Synthetic Underlayment or Synthetic Shield Underlayment TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlayments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlayments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified in the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Visit Our Web Site at Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 n800-530-8868 2 CONTINUED from page 2) FORMERLY HERITAGE® 30 M I&U INEITAG®. BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX e Frederick, MD e Joplin, MO e Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, TAMKO 10-inch Starter or self-sealing 3-tab shingles. If self- sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For maalmum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to underlayment and each other in a 4- (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Undeda e t DeckPlasticRoof\ement, or TAMKO Tam -Seal Adhesive. / yn' n I Eave flashing or asphalt saturated fell Onp ,i edge............. ..... .......................... Rake \\\ Fasteners Fastest 1-1/2" to 3" \\ from rake edge Stan first site with 12 shingleremoved, then follow with full Stoner strips overhang Self-sealing Eave Fasteners Drip edge eavesand and rakes adhesive located strips in order to offset with the first shingle course. 1/ 4 3B" if no tldp edge positioned 1-12' to 3' flashing is present It strip along eaves from save edge edge flashing is present, or rake edge install shingles even with drip edge. SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10- 3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece N16- 13/8" repeat 10-3/8" courses A 448" _ 23": IT, F.up Sth course 4th course 3rd course 2nd course 1 st course as" h..: 2s,''.. 10. 3/8" of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. Cut 1• your first course shingle W make 29' and a 10 3B' length. Cut a second shingle to make a 23• and a 16 3/8' length. 29' i 10 3/8" IF 23" 1638' ,• 2Begin application with a full length shingle. Than layyour29", 23", 16 3/8' and 10 3B' lengths. As you can see, three shingles with two cuts make five courses. 3Continue working your way across the root. When you make your final cut atthemornedge. flip any pieces that are 8' or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working: in cut pieces. Joints should be no closer than 4" from one another. 6. LOW SLOPE APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2-sheet width along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2-sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2-sheet width. If winter temperatures average 25eF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. per foot (601, each shingle must be sealed with TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter - sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 CONTINUED from page 3) FORMERLY HERITAGEO 30 BUILDING PRODUCTS 6AMINATED ASPHALT SHING6ES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 8. RE -ROOFING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing multi -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing properly. It is acceptable to install laminated shingles over existing three -tab strip shingles which areflat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. Drip First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. (See section 5). 9. VALLEY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of Moisture Guard Plus®, TW Metal & Tile Underlayment, or a minimum 50 lb. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT. PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Minimum 36' wide sheet of Moisture Guard Plus, NJ Metal & Tile or 50 lb. or heavier roll roofing Undedayment Valley centerline 1 Extra nail in end of shingle Place tip of shingle on the edge of the vertical shingle, 2 inches back from valley centerline and covering the vertical shingle. Extend end shingle 12"-18' beyond valley centerline No fasteners within 6" of centedine FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19n4 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 CONTINUED from page 4) FORMERLY HERITAGE' 30 fir, a s5 t-<%:a, . LAMINATED ASPHALT SHINI . BUILDING PRODUCTS1'.11 Dallas, TX o Frederick, MD * Joplin, MO o Phillipsburg, KS 10. RIP AND RIDGE FASTENING DETAIL Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5-1/8" exposure here — On aiMi1.:.I55/8 siphere 5-1/8" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641-4691. TAMKOO, Moisture Guard Plus®, Tam -Shield®, TAM -PRO® and Heritage® are registered trademarks and SuperX 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 JP69909 THIS INSTRUMENT PREPARED,BY: Colds RoofingName: Address: ' 190 111111111111111111111111 i NOTICE OF .COMMENCEMENT Permit Number: _ Parcel ID Number: 33 - 1 V C t ± 1 L.ERK'S is 201 1.34.139 P11 11+ c . is i' ... 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. 1. DESCRIPTION OF PROPERTY: bu- 101 coup {,-t , r of the ripe nd s Teej address if available) 0 [ Al,, (uY— Ta» / 2. GENERAL DESCRIPTION OF IMPROVEME T: nn 'o s -I ,!A A J 97 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: e ia:>W ts Name and address: (-` n,l (l1 y, Wo ail l _ (jo` f o,, r Interest in property: Q (.V to t Fee Simple Title Holder (if other than owner listed above) Name: Address: /?-- tt .. Roofing4. CONTRACTOR: Name: p A Phone Number: Address: i Q'n"9499' R 8275BO8668 5. SURETY (If applicable, a copy ptthe payment bond is attached): Name: 6. LENDER: N Address: Phone Number: z MzD ac `? Amount of Bond: m w 7. 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)(a)7., Florida Statutes. 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER 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. C-Is /-j C",q r-j SignAat re of OwneFor Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) uitorized Officer/Director/Partner/Manager) State of -(^ I f o f `dC( County of The foregoing instrument was acknowledged before me this day of 0 Pc by C k I Name of person making statement who has produced identification. I) of identification produced; 0. STEPHANIE J. WILLIAMSNotaryPublic - State of FloridaCommission # GG 008373 e ' My Comm. l l 0, Expires Oct 29, 2020 Who is personally known to me OR W q0- N Go ail C LL C 12/22/2016 SCPA Parcel View: 33-19-30-518-0000-1690 Property Record Card dada Jatmson'cN1 Parcel: 33-19-30-518-0000-1690 Owner: DUNCAN CHRISTOPHER L TR FBO DUNCAN CHRISTOPHER L Property Address: 107 BOULDER CT SANFORD, FL 32771 Parcel Information I Value Summary Parcel 33-19-30-518-0000-1690 Owner DUNCAN CHRISTOPHER L TR FBO DUNCAN CHRISTOPHER L Property Address 107 BOULDER CT SANFORD, FL 32771 Mailing 107 BOULDER CT SANFORD, FL 32771 Subdivision Name COUNTRY CLUB PARK PH 3 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2004) Legal Description LOT 169 COUNTRY CLUB PARK PH 3 PB 58 PGS 12-13 Taxes 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 141,827 135,750 Depreciated EXFT Value Land Value (Market) 32,000 32,000 Land Value Ag Just/MarketValue 173,827 167,750 Portability Adj Save Our Homes Adj 49,688 44,474 Amendment 1 Adj P&G Adj 0 0 Assessed Value 124,139 123,276 Tax Amount without SOH: $2,549.29 2016 Tax Bill Amount $1,657.79 Tax Estimator Save Our Homes Savings: $891.50 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value City Sanford 124,139 50,000 74,139 SJWM(Saint Johns Water Management) 124,139 50,000 74,139 County Bonds 124,139 50,000 74,139 County General Fund 124,139 50,000 74,139 Schools 124,139 25,000 99,139 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 4/1/2015 08474 0541 100 No Improved WARRANTY DEED 4/1/2003 05005 1827 161,800 No Improved WARRANTYDEED 4/1/2003 05005 1830 161,800 Yes Improved WARRANTY DEED 6/1/2001 04120 1735 137,500 Yes Improved SPECIAL WARRANTY DEED 3/1/2001 04041 1775 123,900 Yes Improved WARRANTY DEED 112/1/2000 03994 0378 24,000 Yes Vacant Find Comparable Sales Land i Method Frontage Depth Units Units Price Land Value LOT 1 { 32,000.00 32,000 Building Information hftp://parceldetail.scpafl.org/Parcel Detail Info.aspx?PI D=33193051800001690 1/2 12/22/2016 SCPA Parcel View: 3.3 19-30-518-0000-1690 Is Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 2001 j 8 3 2.5 1,718 2,205 1;;718 CB/STUCCO $141,827 $150,082 FAMILY FINISH Permits Description Area GARAGE 400.00 FINISHED OPEN PORCH 35.00 FINISHED OPEN PORCH 52.00 FINISHED Permit # Description Agency Amount CO Date Permit Date 00489 NEW -RESIDENTIAL I SANFORD 123,860 1 3/28/2001 11/1/2000 Extra Features Description Year Built Units Value T New Cost No Extra Features hftp://parceldetail.scpafl.org/ParcelDetail Info.aspx?PID=33193051800001690 2/2 CITY OF SANFO•RD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit' Permit #: ! (d - L ML 1, J. Douglas Lanier hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at c 7 n vi C . C G?d Cl and have determined that the work Job Site Address) v 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 $37.06 F.S. 7 Signature of Cont tor Date J. Douglas Lanier CCC058022 Printed Name of Contractor License # License Type: _*] General 0 Building Residential E, Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF Seminole Sworn to ore"glias med) nd subscribed before me this j S day of % /t. , 20 _n, by L rfe who is L Personally Known to me or has Produced (type of ide as identification. SEAL) Signatu of XWaryPitiblic State of Florida r 01, r /" O1uq 1120. STEPHANIE J. WILLIAMSPrintype/Stamp Name ;• « Notary Public - of Notary Public • ' = state of FloridaCommissionGG008373OFFIPO', My Comm. Expires Oct 29, M W 2020