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Home My WebLink About116 Mayfield Dr206 I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: ) �p' 315 9 Documented Construction Value: $ 9,436.00 Job Address: 116 Mayfield Drive, Sanford 32771 Historic District: Yes ❑ No Parcel ID: 32-19-31-516-0000-0750 Residential ® Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair Demo ❑ Change of Use ❑ Move ❑ Description of Work: Re -Roof - Asphalt Shingles a'j Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name PEREZ, Fredy Phone: 407-221-3940 Street: 116 Mayfield Drive Resident of property? : yes City, State Zip: Sanford, FL 32771 Contractor Information Name JTO Contracting, LLC Phone: 407-732-7500 Street: 106 Commerce Street, Suite 103 Fax: ---- City, State Zip: Lake Mary, FL 32746 State License No.: CCC1330825 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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. 1 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: 5t° 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID -9 11-22-2016 Sign ure o C tractor/Agent Date Manley Jefferson Hood Print Contractor/Aeent's Name 11-22-2016 LETICIA M GATES Notary Public . State of Florida My Comm. Expires Sep 22, 2017 Commission N FF 056406 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: 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: lune 30, 2015 Permit Application IM THIS INSTRUMENT PREPARED BY: 11111111111111111II MAII&W111 Name: JTO CONTRACTING, LLC MARYANNE MORSE, SEMI14OLE COUNTY Address: 706 COMMERCE STREET, #103 CLERK OF C'IRC:UIT COURT & COMPTROLLER LAKE MARY, FL 32746 BK 3311 P:j 324 (1P•ss) CLERK'S Y 2016122097 RECORDENOTICE OF COMMENCEMENT RECORDINGIFEES $11'b►.►�2:22:36 PM y _ RECORDED BY ndnvpl�A Permit Number: I l� �� Parcel ID Number. (?J - / 9 3 / - SRP - DODD - 0 756 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: (Legal descriotion of the Dn 2. GENERAL DESCRIPTION OF IMPROVEMENT: RESIDENTIAL REROOF 3. OWNER INFORMATION OR LESS E INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Nameandaddress: 01-6,q � r -f -Eh % Pc2EZ. ab/uftyFlEL� Interest in property: QU) NSG a.c•`S.�•»•.��rr. Fee Simple Title Holder (if other than owner listed above) Name: %� - c ►` Address: 4. CONTRACTOR: Name: JTO CONTRACTING, LLC Phone Number. 407-732-75001 Address: 106 COMMERCE STREET #103 LAKE MARY FL 32746us W 5. SURETY (If applicable, a copy of the payment bond is attached): Name: io i Address: Amount of Bond: o Z 6. LENDER: Name: Phone Number: z t2 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as 713.13(1)(a)7., Florida Statutes. Name: Phone Number: 8. In addition, Owner designates 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. � FREEy PE -95Z, QW052 (Signature of Owner or Lessee dr -Owners or lessee's (Print Name and Provide Signatory's Tille/OKce) Authorized Officer/Director/Partner/Manager) State of FLORIDA County of c9EM 1AWC" E p�,, The foregoing instrument was acknowledged before me this 07.6/ A day of )DU CAAQF/(L -120 by 4' &8--b-\f fleVMZ Who is personally known to me [9'6R Name of person making statement who has produced identification ❑ type of identification produced:ii?)JF�`S —� LETICI FVf GTTES ' ° Notary Public . State of Florida ' m Z. My Comm. Expires Sep 22, 2017 o, :� Commission a FF 056406 nn,a.. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:, l l -01-2016 I hereby name and appoint: Lynn M. Giesenhagen an agent of. JTO Contracting, LLC (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): X All permits and applications submitted by this contractor. o The specific permit and application for work located at: (Street Address) Expiration Date For This Limited Power Of Attorney License Holder Name: Manley Jefferson Hood State License Number: rrrt t tnR?S Signature of License Hi 11-01-2017 STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this l st day of November , 20j 6 , by Manley Jefferson Hood who is ersonally known to m or who has produced as identification and who did/did not take an oath. o�►""° - LETICIA M GATES ature '. Notary Public - State of Florida s•. .•ii My Comm. Expires Sep 22.2017 Commission N FF 056406 (Notary Seal) Leticia M. Gates Print or Type Name Notary Public — State of Florida Commission Number FF056406 My Commission Expires: 09-22-2017 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 116 Mayfield Drive, Sanford, FL 327714 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Landmark Series FL5444-R9 Underla ments InterWrap RhinoRoof FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Manley Jefferson Hood for JTO Contracting, LLC (Please Print) June 2014 Florida Building Code Online 11 Mom - f 'lCilprMC( SCIS Home ' Log In I User Registration I Hot Topics I Submit Surcharge I Stats b Facts I Publications I FBC Staff I SCIS Site Map I Links I Search BusinesPrra �, Professil ` US�Publi"Userr°"al Regulation Dred mt An unval nu > Prnd�rt nr Mokcation march >�pdi >•uen i%i > Application Detail FL # FL5444-R9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 mark.d.harnerQsaint-gobain.com Authorized Signature Mark Harrier mark.d. harnerCmsalnt-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern. PA 19355 (610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE G3 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H blips /Moridabuildingorg/pr/pr_app dilaspx7param-wGF,vXQiyDgtahIS07CSsoycOrl28CcpCIS'/.2bbcDlOmSs%3dj7/15/20165.37:11 Pbt) Year 2009 2009 2008 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summar of Products eel,f'g,t,'yam~ 5444.1 CertainTeed Asphalt Roofing 3 -tab. 4 -tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R9 11 2016 02 FINAL ER CERTAINTEED Asphalt Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party. Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Rg-pdf Created by Independent Third Party: Yes �0ack' Ne KI Contact Us : • 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida is an WEED 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 a -mad address released in response to o public -records request, do not send electronic mad to this entity Instead. contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.27511), 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 emads provided may be used for official communication with the licensee However email addresses are public record 11 you do not wish to supply a personal address, please provide the Department with on email address which can be made evadable to the public To determine if you are a licensee under Chapter 455, F.S . please click here " Product Approval Accepts: ® �=' 1 ® Credit Card Safe haps-Ilflondabmlding.orglpilpr_app dtl.uspx?paramwGCVXQwtDglahlgO7CSsoycOrl28CcpCIS%2bbcDlOm5?1.3di7/1520165.37:11 PM) Florida Building Code Online Page 1 of 2 Professional •gr r® F: SCIS Home ! Log In , User Registration ; Hot Topics . Submit Surcharge ' Stats & Fads . Publications . FBC Staff . BCIS Si 6usmess(C, product Approval Professional ®USER: Public User Regulatior Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F115216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 (551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 (778)945-2891 elozano@interwrap.com Roofing Undedayments Evaluation Report from a Florida Registered Architect c Professional Engineer . Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 Intertek Testing Services NA Inc. - ETL/Wamock Hers( 11/17/2016 John W. Knezevich, PE Validation Checklist - Hardcopy Received ft j15216 R2 COI 2015 01 COI_ Nieminen.gdf http://www.floridabuilding.org/nr/pr app_dtl.aspx?param=wGEVXQ... 01/29/2016 Florida Building Code Online Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Page 2 of 2 Installation Instructions FL1521_6_R2_II 2015 Q4 FINAL_ER_INTERWRAP R R�,pdf Verified By: Robert Nieminen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP Created by Independent Third Party: Yes Back Ne Contact Us :: 1940 North Monroe Street. 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 Statem Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -re electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contac to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the address If they have one. The emails provided may be used for official communication with the licensee. However email addressr do not wish to supply a personal address, please provide the Department with an email address which can be made available to you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: K 92 ■ stvufilvul / 11 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ... 01/29/2016 r► QOTRINITYIERD 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-R2 FL35216-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 5`h 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 not appearing was authorized by Robert Nieminen, P E. on 04/27/2015. This does not serve as an electronice0y 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. NTINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Rhinoiloof 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: ini!tf Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST3509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST3509) 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 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. 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 AH1 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: 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, I.I.C. Certificate of Authorization #9503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 ' iLEW Y 'a:; ��..r ,,.�:.�'t t•: • .iv.` i'1'r '..,9W, - :i TABLE Z OUi•�OVE PTIONS y '.° n• ?' '.'r�a: a BJrrura. N Underla yment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or g, 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, I.I.C. Certificate of Authorization #9503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 QOTRINITYIERD 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 Laver; 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 124 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA 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, I.I.C. Certificate of Authorization #9503 Evaluation Report 140510.02.12-112 FL1S216-R2 Revision 2: 04/27/2015 Page 3 of 3 __ The Department of Management Services' Office of Supplier Diversity "serves those who serve Florida." OFF, * of supplier DIVERSITY The Office of Supplier Diversity provides resources designed to improve business and economic opportunities for Florida's ... woman-, veteran- and minority-owned businesses. Learn more about becoming a certified business enterprise at dms.mvNorida.com/osd or call 850487-0915. s+oea To find out about State of Florida tools supporting statewide centralized procurement activities which have streamlined �interactions between vendors and state government entities, please contact or visit the Department of Management Services' IBJ �MyFloridaMarketPlace at: htws://vendormX&ridamac&Mlace.com AC# 01744426 SIGNATURE (For the protection of our professional license holders, this license contains hidden security features to prevent counterfeiting. Unauthorized reproduction is strictly prohibited and will be prosecuted to the fullest extent of the law) The Department of Business and Professional Regulation (DBPR), issues licenses for many licensed businesses and practitioners in the State of Florida. DBPR is changing the way you interact with state government. Many of DBPR's services are available online at www,MyFloridaLicense.com. We encourage you to utilize these services to make address changes, licensing changes or to renew your license. Name changes require legal documentation verifying the name change, which must be mailed to the DBPR. An original, a certified copy or a duplicate copy of an original or certified copy of a document that shows the legal name change will be accepted, unless the DBPR has a question about the authenticity of the document. If applicable, the DBPR will send a renewal notice to your last known address or email address of record. If you have not received your renewal notice, please call our Customer Contact Center at 850.487.1395 or online at www.MyFloridaLicense.com/contactus. Please refer to your profession's governing statutes and Administrative codes for further information regarding renewals. These may be accessed from our website. AC# 01744426 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3532.09.05-1110 18 Moores Road FL5444-119 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 10: 02/16/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sit' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 02/16/2016 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTP.,INITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category. Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: fmitt Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20'", XTTM 2S, XT"" 30 and XTTM 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle®, Centennial Slate'", Grand Manor Shanglee, Landmark'", Landmarkw IR, Landmark'" Pro, Landmark'" Premium, Landmark"TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, U.C. Evaluation Report 3532.09.05.1130 Certificate of Authorization #9503 FL5444-119 Revision 10: 02/16/2016 Page 2 of 12 QOTRINITYIERD 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLI and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,w = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,Sd = 150 mph (V,,,, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,sd = 150 mph (V,,,, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R30 CertlJkore of Authorhotlon #9503 FL5444-R9 Revision 10: 02/16/2016 Page 3 of 22 6.2.1 6.2.2 6.3 6.3.1 NTINITYIERD Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections ,1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20'". XTm 25, Xr" 30, XTr" 30 IR: LOW AND STANDARD SLOPE ENGLISH 5SN'(145 m r1?'tor No 11 Pkrd 12" 12" 12" {--(305 mm)—(305 mm) (305 mn)— dW(25 mm) Selant 1"(25 mm) METRIC 131/8" —w+ — 131/8" — — 131/8" --@Jl v.(25mm) _dant 1"(25mrn) Figure 11.3: Usejour nailsfor a myfuU sbingla 6.3.1.1 Hip & Ridge: Cut Shingles (25 —III— � �" 2" (50 mm)MShingleShiapgle ,.,Remove.^ ►�--— 'Cap 305 mm) Shingle 1 Figure 11.24. Cut tabs, then lrfin back to matte mp sbingies (6nglisb dimensions sbvrcn). STEEP SLOPE Use four nails and six spots of asphalt roofing cement' for eim full shingle (Figure 11-4). Asphalt roofing cement meeting ASTNI D45% Type II Is suggested. r V V Rooting Cement Apply 1" (25 mm) spots of asphalt roofing cement under each bb corner. Figure 114: Usojour naffs and sir spots Qfmpbalt oarrort on sleep slop *CAUTION: E.xcesshe use of roofing cement can cause shingles to blister. 51' 2.. (305 mm) -r' � (125 MM) 5e1� shy VA, ��lb (��o`Noc"pOd� Figure 11.23 Insidlalion of caps long The Ups and rklges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05 -Rill certificate of Authorization #9S03 FL5444-R9 Revision 10: 02/16/2016 Page 4 of 22 QOTRINITYIERD 6.3.2 Carriage House Shanele®. Centennial Slate'" and Grand Manor Shanele®: LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spins of asphalt roofing cement for evey Use five nails for every full Shangle. hill Grand Manor Shangle. Use five nails and three spots of asphalt roofing ctmtmt for every full Carriage House Shangle and CeoitmnW Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle (Figure 17-5). Asphalt roofing cement mating&". D4586 7)pe II t" t" Is suggested. 1= 1-125 mm) r— (15 mm) , »r• 5%8 81 (38 mm) 116 mm) (228 mm)t- 01103 1. �-(25 mm) (25 mm) /figure /7-4 Ilse fire rwibr jou errryjul! Cmnd Alanor Sbangle, SIB" 885/8" Confage /louse Sbargle, or Centennial State 6.3.2.1 Hip & Ridge: Shangle• Ridge Figure 17.18Sbailgle• Ridge. F -gave 17-5: When hata11btg Crand AtanorMangler on steep doper, use wren 4411; and /bine spots g/aspball ung renual. —,18. Exposure Remove tape from the right side and fasten SECOND /Fasten the .� left side 85/8/ RIGHT FIRST I LEFT Figure 17-19: Inslallallon ojSbangle® Rldge sbingles on hips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. eertillcote of Authorization #9503 Evaluation Report 3532.09.05-R10 FL5444-R9 Revision 10: 02/16/2016 Page 5 of 12 QOTRINIWIERD 6.3.3 Landmark', Landmark"' IR. Landmark"' Pro (formerly Landmark'" Plus), Landmark"' Premium. Landmark"' TL. Landmark"' Solaris. Landmark'" Solaris IR. NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS Iz' 143/4' 12" x—(305 mm) 1 (375 mm) �—(305 mm) --i wrw wrwairorwrr rr�ea•a� I --I" (25 mm) I Release Tape 1" (25 mm)—� 1,h.. NailabieT Asea LANDMARK TL 13'/2" 13" 131h" x—(343 mm) x—(330 mm)—(343 mm) --j +-1"(25 mm) 1" (25 mm)—►I Figure /3.4: Uw jary nails for en -0 -full sbhWe NorthGate: WIDE MGM 1r 14 VV 1r AREA (305 mm) (375 mm) (305 am) -� P (2S mm) Ut til me r (25 mm nM Int N•ffnp areas for lar and statdud dopes (ham 2:12 ID 21:12) Nal between upper d brier Ines w •Town sbore. STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 T)qm IL Apply I" spots of asphalt roofing cement uncle each corner and at aboul 12" to 13" in from each edge. METRIC DIMENSIONS r(3 12" �-143/"a" .-12" 05 mar) (375 mm) (305 mm) w. w.ocw awsrrrew.s ��-1"(25 mm) Release Tape 1 (25 MM)—.J Nail Area 1 For steep" (25 mm) I — — — — (25 mm Roofing Cement Exterior Research and Design, LLC. Certificate of Authorization #9S03 Evaluation Report 3532.09.05•R30 FL5444-R9 Revision 10: 02/16/2016 Page 6 of 12 LANDMARK TL QOTRINITYIERD 13 /2" 13' 13 /2'= _ 1 t (343 mm) (330 mm) (343 mm) +{ 1"(25min) 1"(25 mm) --,w I MK"M Vor,M Figure 13-3. Use sir nails mut four spots of aspball roofing cement on sleep slopes. NorthGate: STEEP 12' 14-314' 12' SLOPE 1--(305 mm) — (375 m ---(305 m NAILING Nail AREA t1'(25 mm) betwt>rits er 1'(25 mm) naes. MIA k r Nailing areas for steep slopes (greater than 21:12) and "StornMalling" Nail between lower 2 nail Ines as shown above. 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" or NothGate Accessory RR P Figure 13-16 Sbadow Ridge accessory sbingles delacb easily fiver gbtee-piers units to make 72 individtial cap pieces. 12' 9718' (305mm) (250mm) 6' '415/16' 415116' (150mm)rOWIM—M) (125mm) (125mm) Notch for F- Notch for Centering Centering 131/4') �\ % (305mm) Notches for Aliment to j337mm Notches for Alignmemto the Top Edge of the Previous 7 the Top Edge of the Previous 75/g• Cap for 5'(125mm)Fxposure (ow m) L I Captor 55N (141mm) rxposure ( m) 1_ English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05•1130 Certilhate of Authorization #9503 FL5444-R9 Revision 30: 02/16/2016 Page 7 of 12 9 27!32' 4tsns'in, tsnm) T 7 Stir NorthGate Ridge pn (35m) I✓ �/� Laying Notch I 3 TTRINITYIERD 13118" 333 mm) �-8 W/O— MMI mm `TI1 188 mm Centering 131!4'Notch ,/ (337 mm) ,\Align Nesee 1 notches to top 7 5M' 1 edge of (19� mm) previous course. 1 NorthGate Accessory // \ \\ \ __--T Figure 13-20 Use laying nokles to cenler sbingkt on btps and ridges, and to locale The conocl exposure, Note: For ASTM D3161 - Class F of Shadow Ridge'", use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest"", Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 CertfJkote ofAuthorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 8 of 12 VI RINIIY I ERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. tt4neseatMp tWl+a'n. 114' 4• to mnq . — 1002MM) (1W4iusv)— �.— r _ (25 mm) DabolospheN cement be.`WW t. o ftis tro— (25 mm) 6.3.4 Presidential Shake'". Presidential Shake'" IR. Presidential Shake TL'". Presidential Solarisl: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For sleep slopes, use nine nags for each full PresMential shingle and shingle as shown below, apply I • diameter spots of asphalt roofing cement under each shingle tab. After applying S nails in between the naWng guide lines, apply 4 nails I • Nadia�— 40' ' above tab cutouts maWng certain tabs of overling shingle cover nalLs. Guido Lines (1016 mm) 5114' —� (193 mm) . • • • 141/4' 1112T38) (362 mm) NOTE: Apply nails on painted guideline. figure r6-6. Fastening Nrsir maoiand Nesldenriaf n slate sbmgias on buy and stmtdord sbpas 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Figure 16-7: FaskMng Rssiden1W and Fresldmrtfaf T11$dote sUngla on sleep dopa$. Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7• from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4• long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham, AL Is 12' x 12% Portland, OR produces 97/s- x 13)/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05•R30 Certifltote of Authorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 9 of 12 1 T V diamelss asphalt cooling cement Figure 16-7: FaskMng Rssiden1W and Fresldmrtfaf T11$dote sUngla on sleep dopa$. Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7• from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4• long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham, AL Is 12' x 12% Portland, OR produces 97/s- x 13)/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05•R30 Certifltote of Authorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 9 of 12 6.3.5 Hatteras'": LOW, STANDARD AND STEEP SIOPE: Rpm 15.3: raskn)ngHa110MSblugleso0 Lori, and slnrrdard slopes For low and standani blopes, use Ore nails for each full ILvteras shingle as shown above. 6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras VTRINITYIERD RPM 13-1: Iimrolq lYxmnsb ivin--jffpskiam For steep slopcs, use Oar nails and ti* spots of aspbab moling cernem for acb full Itsuents shingle as shown abora Apply I' 425mm) dbmeter spas of roo0ng cemnu WAS D 4961Ipe II suggested) under each lob corner. Press shingle Into place do not e(posc L11M 1. CAMON:1Uo much roo ft caaem can cause shingles to blister. Figure 15-14: 18lbree piece emits separate to make 54 Hatteras ALarmssory sbingle& Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles --9" (230 mm) I I I I I I I -- ------ -- 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15.20. Cul Halteras sbingies to nurke cover cap. 8' 1S^ (460 mm?� Rlo\ti (203 Figure 15-21: lnsWalion o% caps along btps and rfdw Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R30 Certificate of Authorization #9S03 FL5444-R9 Revision 10: 02/16/2016 Page 10 of 12 6.3.6 6.3.6.1 6.3.7 7. LABELING: QOTRINI-IYIERD Highland Slate'". Highland Slate'" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: r r r— r Use FIVE nails and Elflrr spots of asphalt roofing cement, for each full Highland Slate shingle. For Miaml-Dade, SM nails are required. Apply 1' diameter spots of asphalt roofing cement under each lab comer. Asphalt roofingcement meeting ASTM D4586 Type U Is suggested. C2 M=11=(25 illsxmie 11 roprine Meroh1•(iS Wh od ow caner *Awl as *04 PigurD 11.3: Use FM nai t for evey Nigbland gale sbingle MW0&ft(e4iiree sat mA (Mo mil W" dow orw CLIDA041va 1 Figure tl-3A Use MT nails ande0l spotsofaspbart Iraq conent under ewb tab corner 'CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest"*, Cedar Crest" IR or Shangle Ridge'" hip and ridge shingles. Patriot'": LOW AND STANDARD SLOPE Use DOUR nails for every full shingle loaned as sho%vn below. STEEP SLOPE Use FOUR nails and four spots of asphalt rooring cement for every full shingle as shown below. Asph:di roofing cement mcming A..14M D4586 T)W 11 is sug&tsted. Apply 1125 nun) spots of asphall roofing cement as shown. CAMON: lacessive use of roofing canott can cause shingles to blister. suI—vpsw,j - — — — — - i•ps — tom}•_ 0 0 0 I 1 Roelloy Camaat Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge"*, NorthGate or Shangle Ridge"hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10 Certificate of Authorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 12 of 12 ��TRINITYJERD 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R30 FL5444-R9 Revision 10: 02/16/2016 Page 12 of 12 JI'M VP0 iJX_?"jitiL._ 106 Commerce Street, Suite 103 . Lake Mary, FL 32746 ShinglcMastcr• ` BBB ` Office 407-732-7500 rAjr!Ka MEN FL Roofing License CCC1330825 o FL Builder's License CBC060138 EIN 46-5492888 . www.jtocontracting.com Homeowner Street City Email BUILDICONTRACT CONFIRMATION Original Agreement/Contract Date _A1) / IT 120,16 Home / Cell Work CERT• INTEED SHINGLES and RIDGE COLORS ndmark ❑Burnt Sienna ❑Driftwood ❑Landmark Pro Hi -Def ❑Charcoal Black ❑Georgetown Gray ❑Other ❑Cobblestone Gray 01 -leather Blend ❑ ❑Colonial Slate �Qoir6 Black DRIP EDGE 2.5" ❑White UNDHRLAYMENT Xynthetic ❑Felt, 30x1` GOOSENECKS o 4- O 6' ❑ 8" 0_1 0, ❑Dryer Color ❑Tan VENTILATION idge Vent - ❑Off ri ge Vent 4' 6' ' Black I Brown SATELLITE Remove and Reset []Remove Only []Brown VALLEY Ice & Water Shield �pAetal 26 Gauge ❑Closed or ❑Open SOLAR PANELS ❑Remove and Reset ❑Remove Only ❑Replace'Neve ❑Mojave Tan ❑Pewter ❑Resawn Shake ❑Silver Birch "lack /PLUMBING STACKS 01-19 Lead Qty )Ed2' Lead Qty ❑3' Lead Qty GUTTERS ❑Remove and Reset ❑Remove Only ❑Replace "New' DSunrise Cedar ❑Weathered Wood D SKYLIGHTS ❑2x2 Qty 020 Qty - [104 Qty ROLL ROOFING ❑Base []Cap ❑ Color Reroof Specifications: Remove existing Shingles, Felt, and Vents. Inspect Sheathing and replace up to 2 sheets. Re -nail Sheathing as per code. Install Ice and Water Shield and/or Valley Metal in Valleys, Underlayment, Drip Edge, Lead Boot Jacks, Goose Necks, Ridge Vents, and CertainTeed Landmark Architectural Shingles. Furnish all permits and clean up upon completion including removal of roofing debris from roof, gutters, and planter beds, and magnetic sweep of planter beds, walkways, and driveway. Other Specifications: Breakdown: Total r e for the above -listed work $ /'/ . 5 I Deductible amount due $ SM Payment due Check # Check # ir7 Check # Balance due upon roof completion $ Check # Depreciation amount due $ '1/46i'•.S_ Check # JTO Contracting,. LLC has the right to supplement the insurance company for any and all additional damages or missed items. If supplements are approved, Homeowner agrees to pay that money to JTO Contracting, LLC. Homeowner(s) Initials A.:'_49 This CONTRACT is part and parcel with the existing Agreement/Contract The work listed above is to be performed under the same conditions as specified in the original AgreemenUContract unless otherwise specified. JTO Contracting, LLC is not responsible for damage to concrete, brick/paver, or other surfaces including but not limited to curbs, sidewalks, driveways, etc. Homeowner acknowledges the explanation of Florida Supplier Lien Rights letter (see back of Contract). Homeowner(s) Initials ACCEPTED BY HOMEOWNER(S) ON: Date 1100/ 1 By:Z`� ACCEPTED BY HOMEOWNER(S) ON: Date / / By: We hereby agree to furnish labor and materials, complete in accordance with theabo/ve�p c e bove-stated price. JTO AUTHORIZED REPRESENTATIVE: Date,/ ��, /_ice By:/ v