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Home My WebLink About128 Gleason CoveCITY OF SANFORD BUILDING & FIRE PREVENTION E �� IPERMIT APPLICATION F B O 7 2018 Application No: Ig— % BY: 5,275.00 Documented Construction Value. $ Job Address: 128 GLEASON COVE, SANFORD FL 32773 Historic District: Yes ❑ No ❑ Parcel ID: 02-20-30-523-0000-1140 Residential Q Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: REMOVE AND REPLACE ROOF WITH SHINGLES Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name JUAN FERNANDEZ JR I Phone: (321) 262-6717 Street: 128 GLEASON COVE City, State Zip: SANFORD FL 32773 Resident of property? : YES Contractor Information Name PRO ROOFING & ASSOCIATES, INC Phone: 407-542-5903 Street: 3024 KANANAWOOD CT STE 1008 City, State Zip: OVIEDO , FL 32765 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 407-542-8790 State License No.: CCC1328416 Arch itectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: 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. 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"h Edition (2014) Florida Buildi Code ?A 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 complian ith plicable laws regulating construction and zoning. SigoaftireXOWYA Date Signature of Contractor/Agent Date Print S OZIEL HERNANDEZ E Notary Public - State of Florida Commission # FF 990343 My Comm. Expires May 9, 2020 Owner/Agent is Personally Known to Me or Produced ID Type of ID t— ELME Print Conte MPOS Name Si atuFe of Notary-St'at f Fjwprd ft,,, A" ° a 021EL HERNANDEZ ,2+1.�: v� Notary Public . State of Florida :N * Commission # FF 990343 yl a•; 'o;oFF o. My Comm. Ex Tres Ma p y 9, 2020 Contractor/Agent iS4 Personally Known to e or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps # of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application SEMINOLE COUNTY and/or CITY OF SANFORD DATE: 2/5/2018 I hereby name and appoint: �O!SA H-' E>- fos',t an agent of: PRO ROOFING & ASSOCIATES, 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): ❑ All permits and applications submitted by this contractor. VThe specific permit and application for work located at: 128 GLEASON COVE, SANFORD, FL 32773 (job Site Address) Expiration Date for This Limited Power of Attorney: DECEMBER 31 2018 License Holder: ELMER A. CAMPOS State License #: CCC1328416 Signature of License Holder: State of Florida County of SEMINOLE The foregoing instrument was acknowledged before me this S day of Y� 20 by ELMER A. CAMPOS who is personally known to me and did not take an oath. WITNESS my hand and official seal this -57 AofNotary Signublic — State of Florida OZiEL HERNANDEZ Notary Public - State of Florida ^o; Commission # FF 990343 o My Comm. Expires May 9, 2020 NOTARY SEAL day of 20 hS , r► i (Printed Name.) Commission No. FF ':T% 03`Vt State of FL. County of SEMINOLE My Commission expires: $ �� Rev.12/13 111111111111111111 dill 1111111111111 fill fill GRANT MALOY7 SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMMOLLCR Permit Number: BK 9071 Fg 405 Folio/Parcel Identification Number: 02-20-30-523-0000-1140 CLERK'S g 2018014474 Prepared by: IDELAYDIS CAMPOS RECORDED 02/07/201vu 02:07:31 PM Return to: PRO ROOFING & ASSOCIATES, INC. RECORDING FEES $10.00 3024 KANANWOOD COURT, SUITE 1008, OVIEDO FL 32765 RECORDED BY hdevare NOTICE OF COMMENCEMENT State of Florida, County of SEMINOLE The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followin information is provided in this Notice of Commencement. 1. Description of property flegal description of the property, and street address if available) PLACID WOODS PH 2 LOT 114. 128 GLEASON COVE, SANFORD. FL 32773 2. General description of improvement(s) REMOVE AND REPLACE ROOF WITH SHINGLES 3. Owner information Name: jUAN FERNANDEZ JR Interest in Property OWNER__ Address128 GLEASON COVE, SANFORD, FL 32773 4. Fee Simple title Holder (if other than owner shown above) Name: N/A Telephone Number: Address 5. Contractor Name: PRO ROOFING & ASSOCIATES. INC. Telephone Number: .407-542-5903 - ----- Address 3024 IKANANWOOD_ COURT, SUITE 1008, OVIEDO FL 32765 6. Surety (if any) Name: ----N/A- Telephone Number: Address -__-Amount of bond $ 7. Lender (if any) Name: Telephone Number: Address N/A ------ ...... .... 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name: _N/A_ ----- - Telephone Number: Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name: N/A Telephone Number: Address 10. Expiration date of notice of commencement (the expiration date is one year from the 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. Verification pursuant to Sec *or' 21, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated 5 w R in it are true to the b-ogrotimv kn�owg and belief. Signatory "fo"M!t Authorized Office r/QOctor/Pa rtner/M a nager §713.13[i][d]) This document was acknowledged before me this day of 2018 by who is persona I ly_known or produced 6--6h L as identification. tt- --�' Sign ure of NItary Public — StRA A K"6 $11m V OZIEL HERNANDEZ Notary Public - State of Florida Commission # FF 990343 MY COMM. Expires May 9. 2020 1 0EPU_1Y CLEIR mum", 0, ROD IFl"[i to , DONE RIGHT I RAIN TIGHT, GUARANTEED Certifie PREFERRED oflmaoii 3024 Kananwood Cit., #1008 Oviedo' viedo FL. 32765 P.407-542-590r3 F.407-542-8790 PROPERTY ADDRESS JUAN FERNANDEZJR 128 GLEASON COVE SANFORD, FL 32773 County: SEMINOLE ROOF TEAR -OFF: 1 Layer Shingles Single Ply Flat Roof Felt Underlayment 2 Layer Shingles Gravel Roof Other �LLL >RMSM�.. W Lkir,1L� .. LL LL LZ FL. ROOFING CONTRACTOR I #CCC1328416 h r •9Q��®C� VISA 888-8 B,p 7-6787 10752 Deerwood Park Blvd., #100 Jacksonville, FL. 32256 www.cfproroofing.com P.904-394-2959 F.904-394-8383 WOOD REPAIR: Customer Approval: Inspect Roof Deck for Damaged Sheathing Re -Nail Entire Roof Deck Up -To Code Plywood sheathing replaced at $45.00 per sheet. ❑� Truss, fascia and wood boards will be replaced at 5.00 per linear foot. Other: FLAT ROOF SYSTEM: ❑ Torch Down Single Ply ❑ 75 Ibs Fiberglass Underlayment COLD SYSTEM: El Self Adhered Modified Bitumen Roofing System ❑ Peel & Stick Underlayment ❑ Fiberglass Reinforced Felt TAPERED SYSTEM: BISO Cold Polyisocyanurate Roof Insulation ISO Plus Composite Polyisocyanurate/Perlite Roof Insulation NEW ROOF FLASHINGS: 16" Flashing on: ❑ Roof Valley(s) ❑ Flat Roof Pitch Change Plumbing Vent Boots: 1.5" 2" 2 3" 1 4" ❑ Boot Guards Color: Gooseneck Vents 4" 2 6" _ 10" _Color: NEW GALVANIZED DRIP EDGE: 0 21/2 inch Face installed around entire perimeter of roof ❑ Other: Color: ALUMINUM SEAMLESS GUTTERS: ❑ Aluminum Seamless Gutters ❑ Gutters Included In Price Gutter Price Quote: Gutter Feet: Down Spouts: Additional Gutters will be: per linear foot. Additional Downspout will be : each. PROPOSAL NOTES: This proposal is for a Limited Lifetime Architectural shingle, rated at 130 MPH. We propo. flashing and damaged wood, wood'repairs price is listed above . A 5 layer protection cyst Stick" felt on all places checked below. A fiberglass reinforced felt, "Peel & Stick" will be L +; PROPOSAL NUM: -PRO-77255408654 Date: 12/26/2017 Phone: (321) 262-6717 Cell: Email: JUAN01026@GMAIL.COM ALUMINUM SOFFITS & FASCIA: ❑ Aluminum Fascia 8 Aluminum Soffit ❑ Fascia Incluced In Price Soffit Included in Price ❑ Eintire Roof Perimeter Soffit &Fascia Color: Fascia 14alled Only On: Soffit Installed Only On: Price ROOF VENTILATION: ❑ Aluminum Ridge Ven ft. Color: ❑d Baffled Shingle over Ridge Vent 25 ft. Off -Ridge Vent(s): ' 8 4 ft. Qty: Color: POWER VENT: 6 ft. Qty Color: 8 Electric Exhaust Fan: * City: Price: Solar Powered -Exhaust Fan: Qty: Price: *(Electrical work not included.) CHIMNEY AREA. El New flashing ❑ Replace existing flashing if needed. ❑ Build Chimney Cricket Price: El Remove Chimney Price: SKYLIGHTS: ❑ New Skylight ElReuse existing Skylight 2 x 2: _ Price: 1 4 x 2: — Price: Other: Price: E OF SKYLIGHT Self Flashing B Curb Mounted Insulated Glass Polycarbonate Dome New skylight installations include interior work; wood frame, dry wall, paint and labor. Labor charge: ea. SOLAR TUNNEL: ❑ 10" Price: ❑ 22" Price: ❑ 14" Price: BUILDING JURISDICTION: W County ❑ City HOME OWNERS ASSOCIATION REQUIREMENTS: ❑ YES ❑ NO Contact: 1 e to tear -off your old roof to the wood deck and replace all vents, lead boots, !m is used arouhdlperipherals penetrating your roof deck including a "Peel & sed which is stronger than a 30 lb felt. All taxes and permiting fees are included. Weatherproof with "Peel & Stick" in the following areas: ' Eves Chimney Area Roof Valleys Skylights d Vent Pipes Low Slopes Kitchen & Bath Vents Wall Flashing El Other: 4� ENTIRE ROOF DECK RENAILED Packet Total: a Gold Package Total $5 275.0Q Pro Roofing & Associates, Inc. will clean roof debris from gutters in addition to magnetically sweep entire perimeter of job site. All roofing debris will be hauled away and is included as part of our service. All materials are guaranteed as specified. We will obtain all city or county permits necessary for the completion of the job. All work will be completed according to standard roofing practices and current building codes. Any alteration or,deviation from above specifications involving extra costs will be executed only upon written order and will become an extra charge item over and above this agreement. Any leaks occurring during the warranty period will be repaired per our written warranty. This proposal may be withdrawn by us if not accepted within 15 days. ACCEPTANCE OF PROPOSAL The above specifications, prices and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined herein. If payment is not received within 5 business days, after completion of job there will be a 3% late fee added to the balance due. Any payment recieved by a credit card is subject to a convienence fee. Payment Schedule n Completion Start Date: Completion Date: ELMER CAMPOS 1212612017 uth riz gnature Date Pro Roofing & Associates Date Y f� f Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall • Quality Assurance Representative Address/Phone/Email ' CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 (610)893-5400 mark.d.harner@saint-gobain.com Mark Hamer mark.d.harner@satnt-gobafn.com Mark D, Hamer 18 Moores Road Malvern, PA 19355.,. (610) 651-5847 - Mark, D.Harner@sa,int-gobain.com Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevtch, PE ,,eValldatlon Checklist - Hardcopy Received Certificate of Independence Ft 5444 R12 CON 2017 01 C0,1 Menilnen oaf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Valldated Date Pending FBC Approval Date Approved Date Revlsed Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertalnTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved.for use In HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use FL5444 R12 Ix_ 24 $ 1A1. .R CEMiNTEE12 ASPHALT . f N ES i 1"�444-R12.odf Verified By: Robert Nleminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports. FL 444 t2S2` 4E 320j7 05 FINAL r:_ft__aRjAjNT= A5PHALI St�iN LES f"La444-R12 gdf ,. Created by Independent Third Party: Yes_ hack Next Contact Us :: 7661' 61( Slonc h ��tl. I'ptloh tdse1`L %3 399 Ph'onc,• 65GAV-18m ' The State of Florida Is an AA/EEo employer. ht2 7.7.019 Srp,�cgf Fkiritia.:: krivacy1 tnmul :: AccessiblIftY Stater"at :: Refund Statement under Florida law, email addresses are public records. if you do not want your a -mall address released In response bo a public -records request, do not send electronic mall 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a persona( address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please dick here.. .. . _. . .. Product Approval Accepts: 9912 Credit Card Safe `,[�RINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certiflcote of Autharizotion 1/9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 (610) 651-5847 Revision 23: 09/05/2017 SCOPE: This .Evaluation Report Is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityjERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle.' ADVERTISEMENT: The Evaluation Report -number preceded by the words "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 conslsts 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 09/05/2017. This does not serve as an alectronlally signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD 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 Nleminen, 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. r `.-,- TRINHY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE; Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed. Asphalt Roof Shingles, as .produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the eh Edition (2017) Florida Building Code and 6th Edition (2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property standard. Year- 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Kftfty Examination Reference Date. UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 - UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 ^ UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST. 1740) ASTM 03161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778,, 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL(TST 1740) ASTM 03462 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 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & 07158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 03161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 ` TGAH.11684 04/22/2014 ULLLC_ (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (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 (TST 9628) ASTM D3161, D3462 & D7158 4787390356 10/26/2016 UL LLC (TST 9628) ASTM'D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.M. Evaluation Report 3532.09.05-R13 Certlflcate of Authorizatlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revislon 13:09/0512017 Page 2 of 12 `-J TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 ' CT20'", XT" 25, XT" 30 and XT'" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", • Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle", Landmark-, Landmark' 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, S135 modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential, Shake'" IR, Presidential Shake TL'" 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 5.2 5.3 " '5.4 5.4.1 5.4.2 5.4.3 5.4.3.1 .5.5 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. -This Evaluation Report is not for use within FBC HVHZ jurisdictions. - - - Fire Classification is not part of this Evaluation Report; refer"to'current Approved Roofing Materials Directory for fire ratings of this product. Wind Classification: 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,,Ciass H, Indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (Vast = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 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 PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vosd = 150 mph (Val, =194 mph). 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. Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof 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.d = 150 mph Wait = 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. All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3537..09.05-R13 Certificate ofAuthorl:atlon H9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444•R12 CertainTeed Asphalt Roof shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 T�II�IIIYJERD 6. INSTALLATION; 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 If R90S.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertalnTeed 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. 6.2 Installation of asphalt shingles shall comply with the CertalnTeed Corporation 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. 6.2.1- 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. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertalnTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertalnTeed published installation instructions. R 6.4 i 24"", kT"" 25XTT"' 3{ls XTr"' 30it rf LOW AND STANDARD SLOPE ENGIISH 12" 12" 1T 305"nyn)=� -(3t)5 trim --�—{305 rirn} 1" (25 mm) — 11-t^ 1" (?shill) 5 s/e" (145 mro) 5 i1^k+'hSirmod 6.4.1 METRIC t" (25 mm} Sealatit 1" (26 "' F/gwa 113; Ussforornallsforevmfidiskin9fa Usefonr naffs and six spots of asphalt roofing cement* for every Poll shingle,(F1gnre 11-4). Asphalt ioofing cement meeting ASTM D4586 'rippe U is suggested, apply l" (26 mn) spots of asphall roofing cement under Each lab eornar. Flgarell-4: Usefournal4 cmdsh spolsgfxPhdll rzn)rMIon daPsfopea el:AUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridtte for CT20T".. XT'" 25, XT'm 30, XT'''' 30.IR: Cut Shingles t"") F' "I i" 2" (50 mm) Rtmova_ Cap .r Cap ca .— in) Shingle Shingle Shingle Min Flgum 1124, Oil hok, liars him back 10 nMko cap slri"As (6nglltb dbaenslons shown). flgru+r ll-2S.' /ruialln/Avn of txrpsalottg fGe hips and i!r'fgos.. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1"' adheslve or Henkel "PL09 Polyurethane Roof & Flashing Sealant", in accordance with CertalnTeed requirements. Exterior Research and Design, LLC. t Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertalnTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SLX nails for et--eq hill shingle located as slwwn belotu Figure 2: Uso sir malls, fnr viva fill sbiuglo. �4TRINITY ERD Use SIX nails and FOUR slxas of asphalt routing cement for every full shingle us shown bdutP. Apply a.+pli;dl roafmg cement 1"(25 mui) from edge of shingle. Asphalt roofing cement meeting ASYAI D 4586 type it is sngg". ed. --.11�1'125um1 1'(2smN�l �+— ftun j: Use Sir nits a,nd fanr SPOTS of mpbalf roofing cenlotll oli $loopsloPis. Hip & Ridse for Arcadia'14: Cedar Crest*"', Cedar Crest'" IR Use two (2), minimum 11/4-inch long 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, ensuring minimum -inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners &5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM 03161, Class F performance use BASF "Sonolastic® NPI"A" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", In accordancewithCertalnTeed requirements, 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. Hand -sealing adhesive 41- 1/4"JL 314" Dab or asphalt cement between 1„ shingle layers Exterior Research and Design, LLC. Evaluation Report 3532.04.05-R13 certlficateofAuthorlratlan #9503 6EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertalnTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 5 of 12 TRINITYI ERD Low and Standard Slope Steep Slope (greater than 2 : (2:12 to 21:12); ' Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement f" (25inin) from edge of shingle_ 11 a,(Icad ml See below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I+-1' (25 mm) 1' f25 mmj—tl v Additional Iuils it Ieuuimd. 6.6 r t2s mm)--i --- .' 8 518' (220mn1) 6.6.1 Hip & Rtdre for Belmont9 or eetmont° iR: 6.6.1.1 Option 1: For Belmont', refer to instructions herein for Cedar.Crestv".or Cedar Crest'"° IR hip and ridge shingles. For Belmont' IR, refer to Instructions herein for Cedar Crest"I IR hip and ridge shingles. 6.6.1.2 P011on2. For Belmont': Shangle' Ridge 1' r' Fasten the left side FIRST aks, 1'(25MM) Exposure Remove tape from the right side 8+ and faslen SECOND RIGHT Pigniv 17-19, IlWalbillon ojsbnu glee Ridge ibingles Figure 17-18. Shnagle, Xlrlge. o+r hips nerd ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NPI"' adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R13 Cerrilleare ofAutharizotlon #9503 6t" EDITION (2017) F13C NON•HVH2 EVALUATION FL5444-R12 CertalnTeed Asphalt Roof Shingles; (610) 651.5847 Revision 13: 09/05/2017 Page 6 of 12 63 CARfiiAGE (HOUSE°SHgNGl1 ANOGE1ANp;MANOR? LOW AND STANDARD SLOPE use five nails for every NO Shangle. 5 law (16 mm) (27mm) F7�@rrre /7.4: Ure flee tkrila for r+rry fill! Grand �llrrnnr Shaugfe, crurlage norm Slyrngle, or rkulemrlal S9alo. (-1',JT'R1N1TY.jERD STEEP SLOPE Ilse seven nails and Ihrm spills of asplmh roofing mment for every 6dl Grind Mmor Shangle, 11.4e five halls atilt 11in+e spills of asphalt roofing eemem for ever full Girrlage House Shingle and Centennial Slate. Apply asphalt roofing centetil 1', (25 mm) from edge of shingle (Rlpara 17-5). Asphalt aiotog ccmcnt nteaing MYS) 1)4580'4pe II Is suggested. H,gnre 17.5: wMi hiskdling 6mud JlanorNmuglcv on sleep slope, i+so somm unlls and 16rm spills ofasplvdf mflug rmmnl. 6.7.1 Hip &'Rldse for C-arrlaee. House-Shansle09 and Grand Manor Shanjzle: Refer to Instructions herein for Shangle® Ridge hip and ridge shingles 6.8 s iANDMARrhCrM, LANOMARIS'"' 1R, l ANOMAfiK"=" PRO,'LANOMARI PA MIUM,°�AN10;MARK"" TL, LAiVDI�IARKY"'' SflLAR1S, LE4NDIVIAtt(r"' SOIARIS'(R, }VORTHGATE s r -� ,��., LOW AND STANDARD w LANDMARK TL SLOPE METRIC DIMENSIONS 17, 143/4" IT -• .(305 mm)— ,•-475 f .f.✓y^'JSirL -CR t:�t :'� x7�'ikf-T::k .�t.•faicfi cL - cZ: w 1" (25 mm) ReM a Tape I" (25 mm) `� Nailabta� Am 131f2" 13" 13'f2" I• I" (25 milt) 11" (25 mm)-� Figure l,f.•!. file fwrr halls for el-y fill sbh+gle. NorthGate: t+n uan 1r 14 314' 12, t WA �.. (305 mm) —► 4� (375 mm) 1- r (335 mm) 1 Wing ur.'16 otnotfno f -►. *+— ' (25 mm) tuWr*nallr' V (25 mm)-► Nllorq aloes for low end ehndord ijppoa (fiurn 2:12 to 21 12) Hatberneirn utn:er b lrnm trews thGNr a>%ra. Exterior Research and Design, U.C. Evaluation Report 3532-09.05-1113 Certificate of Authorization N903 Ent EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revision 13: 09/0512017 Page 7 of 12 ,.,[TRINITYJERD SIEEP SLOPE Use six nails and four spots of 11spluill roofing CCOIC111 for every filu LANDMARK Tt lanijji;Ije(l shingle. see beloiv. Asphalt roofing cement shotifil meet Ab7hi D4586 1),pe If. Apply I' spas of asphidi roofing ceinem mile each cornerju(1:11 iboul 12" to 13" In front each edge. (343 mm) (330'mm) (343 mm) ME7111C DIMENSIONS (305 foi) (315 mm) (3m W) (25 mm)(25 mm) Raoting Cement 1"(25 MM) f NA Area ForSicepT Ngurs,13-5- asesixnads ffndfour spots of asphaff twfing C'N'tu", on dWP slop" (25 mm) (25 aW T Roofing Cement NorthGate: STEEP 1z, i",V 12" SLOPE --- 3,05 610)— (375 MMY-1 —(305 lnm)-`- NAILING Nallin - Mill; AAEA I suer (25 mrn)-.�— 1,11"(25 mm) Wee Roolinn90 enyenk Nalling areas for 869p. slopes (greatee than.21,12) and Will behNeen Idwer,2 nail rjn6'6 as shoWn above. 6.8.1 fflpltRidge for Landmark Landmarky.14.111, Landmark'" Pro, tandmark"m Premium, Landmark"' TL, Landmark"' S6141s, Landmark"! Solarls I R. NorihGate: 6.8.1.1 pj2tion 1: Shadow Ridge"" or NothGate Accessary 'Te 9, W_� P50 M) ., , a Jr—, (i25mm) 025mm) — " (ib 0017m) (156MM) notch for Notch for 12' 131l4' Notches to 7516' �14eTOPEdlied0povotts the Top Edged the PniA6S (iglimrn) C;p1br55i8'(I4Imm) Bcposu T\" ------- English Dimension Metric Dimension Shadow Ridge'" Shadow RldgeTM Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RI3 Cenifkate ofAuthorization &9503 6"'EDITION 12017) FOC NON-HVHZ EVALUATION F1.5444-R12 CertaInTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13:09/05/2017 Page 8 of 12 TRINITY # ERD 4 1 phs"(IYa t1101 ) 131/8' Caritef) q Notch - —(333 mm) 6 610 _ III 168 mina 166 mm 131/1' {337 trtfi) tg `nob r Centering Notch tins taldp G1tN Of 7 5M' 131/4' 1337 rtiin) prltYiOtllCtx,rdu (194n1m) Align these lop edge of 7�. MM (184) 4 q rovious course. r NorthGate Ridge NorthGate Accessory 12' _ (30.5rn��) �+--' �.E:ttyingNotah ., ills" 13101 Use faUig notcbes to canter 9Lhiglas an UPI and M&M, and to locate the conwi arposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP1T"" adhesive or Henkel "Pie Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. 6.8.1.3 dption 2c Refer to instructions herein for Cedar Crest'", Cedar CrestT" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate ofAuthor&ation #9503 Ern EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CartalnTeed Asphalt Roof shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 6.9 ` FRESJDEtViAl SHAKFI"`, lal;IDEfNTtALSNAKE' LOW AND STANDARD SLOPE: For low and standard slopes, use live nails for each full Presidential SW* as shown below. Figure 16 & Fa3'kwfng Pmaidmrllnl aid 8rcdlelm11al TL Shalw sLinoks on fora muislan&vd slopes Y. `TRINITYI ERD SUEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply I diameter spots of asphalt roofing cement under each shingle tab. After applying 5 calls In between Ilse calling guide lines, apply 4 nags 1" above tab cutouts mafdng certain tabs of overlying shingle cover nails. T I' diameter asphalt roofing cement Plgrrm 16 7: Faslearing Freskten1kd arrd P wOdmllal T/L Sbnlm shllwtf s on swp slog 6.9.1 Hip & Ridge for Presidential Shake`, Presidential Shake'" IR, Presidential Shake TV". Presidential Solar(s": 6.9.1.1 Option .1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles'can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' f>'om 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 Btrmingham,•AL Is 12" x 12"; Portland, ORproduces'97/s° x 131/ accessory. 6.9.1.2 For ASTM 03161, Class F performance use BASF "SonolasticO NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant', in accordance with CertainTeed requirements. 6.9.1.3 O tp ion Z: Refer to Instructions herein for Cedar Crest"", Cedar Crest"' IR hip and ridge shingles. 6.10 1.04 STANDARD AND STEEP StoPEt Flprm lS•.1� liiif�ufirk /lnffemt Sblx�{tt ort totewit SlandardVoprs ror lory will skmthud slopes, use gre nails for M11 tell MIUeeas s4inglc sts $IXAYn above. N;tror15.1.- ruds4ing1kdArm86dnkYwr.chrp.!YW$ For steep delay, ow Grr pans aml cighi spois of upW roofing cement for Lich full Mutems shlvoe as titnrcn AmM Alrpty V (25mtu) dlamcler spots of roofing remcot to%rat n 45961gpe 11 surLe; 4:d) Haler Tacit lab corny- Press Alitoe Into glare; do Rot e%rosc ecmenl. cAurioNe too morh moffr%eeaxat Teri nurse d1logies to blister: Exterior Research and Design, LLC, Evaluation Report 3532.09.05-R13 Cealf)cate of Authorization M03 6m EDITION (2017) F8C NON-HVHZ EVALUATION FL5444•R12 CertainTeed Asphalt Roof Shingles; (6101651.5847 Revision 13: 09/0512017 Page 10 of 12 RiN11Y I ERD 6.10.1 Hip & Ridge for' HatterasY": 6.10.1.1 Option 1: Accessory for Hatteras s ;i spa 1 2 Fkam 15-14, 18 tbree plecs units separate to make 541tattem Aweswrysbingt zc 6.10.1.2 Option 2: Cut Hatteras Shingles t g" 18, (460 RIM p��h ---I— . es 460 ) Cap Cap Cap Cap „ dShingle .-Shingle Shingle Shingle c334a �12�Om Figure 15-.20., Cur Hatteras skin& to make Cofer cap. FYgtav 15 21, Insl'a/latlon of caps along Ups and ridgm 6.10.1.3 For ASTM D3161; Class F performance use BASF "Sonolasti& NP1'"A" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and SIGHT spats of asphalt roollag ecmeW for each fail Noland Slate shingle. For hnaml-Dade, SIX nniis are tequired. Apply V diameter spots of asphalt roolingcement under each lab corner. Asphdtroolingcement meeting AMI D4586 Type D Is sewswa. otoNrir.). � M4xnc0�rry.eii�. Sixrtde(boraL iivture au er#r a4aAo�skan), Flg"re rI-3� t/teFlV6nalkjoreu�ryNgGknsrtSk+resMrtgle. Plgnro Jr-9d0ae xla nods m,aelgbl apols 41'nspcnrr nwlingcsnuv:r vndoruacb rob crornac 'CAUTION: Excesslre use of rooting cement can cause shingles to busim Nips & Ridge for Highland Slate'"; Wishland Slatem IR: Refer to instructions herein for Cedar Crest', Cedar Cresty'A IR or Shangle Ridge" hip and ridge shingles. Exterlor Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Autbort:oNon #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 11 of 12 'TRINITY I ERD 6.12 LOW ANDSTANDARD SLOPE "STEEP SLOPE Use FOUR hails foi- cveiT full shingle lwAlcd as shoWl, below. I . FOUR nails :rod four spoi,; of aspluill roofing LrimoH for every full sbhtglc ns shomi below: %sph:dl roofing cenienl ineding,►.4l'b1 D4586 1)pe II is suggesled. Apph' 1'(25 )in,) spuls of asph:dl raolhig S€alaM ccnu�tl :Lc Shon•n, L+ MIre V CAUTION: INCeAve tuc Of I Ing cenmil Call Cause shingles G2 blLcl(�r. ITS ptr) (2S mmj (156 num) Ti- 3'331r,nJ uY�mtd l;e ..i_ — Roalinp Cpneet- it tp' i13 6.121 Hip & Rifta for Patriot'"':. Refer to instructions herein for Cedar Crest'"', Cedar CrestTm IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. LABELING: 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. BUILDING PERMIT REQUIREMENTS: As required by the Building•Official or Authority Having Jurisdiction in order to properly evaluate -the installation of this product. MANUFACTURING PLANTS: Contact the. named QA entity -for, information on .which plants produce products covered by Florida Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate ofAathorlratfon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.0S-R13 FL5444-R12 Revision 13: 09/OS/2017 Page 12 of 12 �/4/2fl�8 Florida Building Code Online BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map i Links �i Search Florida L Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • +ei:_d, FL # FL21350-R1 Application Type Revision Code Version 2017 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 Sections from the Code The QA entity has been called into question.10/16/17 Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770)946-4571 mcollins@atlasroofing.com Meldrin Collins mcollins@atlasroofing.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 Intertek Testing Services NA, Inc. - QA Entity 12/31/2099 Locke Bowden v, Validation Checklist - Hardcopy Received FL21350 R1 COI ATL16001.1 2017 FBC Eval Report Summit Underlavments final.odf 1507.1.1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGG1n00QjbPsHZx6O4z4FctlJN8mPQQEF2wp/o3d%3d 1/2 .".1 /4/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 2 Option B 09/30/2017 10/04/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 21350.1 Summit Underlayments Mechanically attached, synthetic underlayments used as an alternative to ASTM D 226 Type I and II underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL21350 R1 II ATL16001.1 2017 FBC Eval Reoort Summit Underlavments final.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL21350 R1 AE ATL16001.1 2017 FBC Eval Reoort Summit Underlavments final.odf Created by Independent Third Party: Yes 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: -N9 - .. Credit Card Safe N. ttps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgve007nSKOaGGIn00QjbPsHZx6O4z4FctlJN8mPQQEF2w%3d%3d 2/2 .7 2 IL TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 www.atiasroofin.g.com Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6TH EDITION (2017) Manufacturing Locations: Hebei, China Quality Assurance: Intertek Testing Services NA Inc. (QUA1673) SCOPE Issued September 30, 2017 Category: Subcategory: Code Sections: Properties: REFERENCES Roofing Underlayments 1507.1.1 Physical properties Entity Report No. Standard Year Intertek Testing Services NA, Inc. (EVL11327) CCRR-1038 AC 188 2012 Intertek Testing Services NA, Inc. (EVL11327) CCRR-1038 ASTM D 226 2009 Intertek Testing Services NA Ltd. (TST1509) 141128020SHJ-BP-1 AC 188 '2012 PRODUCT DESCRIPTION Summit 30 A mechanically attached, synthetic underlayment used an alternative to ASTM D 226, -Type, I and Type II roofing underlayments. The roll is available in 48-inch, ,wide x 150-ft long format and weighs approximately 20 lbs. Summit 60 A mechanically attached, synthetic underlayment used an alternative to ASTM D 226, Type I and Type II roofing underlayments. The roll is available in 48-inch wide x 150-ft long format and weighs approximately 23 lbs. Summit 180 A mechanically attached, synthetic underlayment used an alternative to ASTM D 226, Type I and Type II roofing underlayments. The roll is available in 48-inch wide x 150-ft long format and weighs approximately 30 lbs. Summit 190 A mechanically attached, synthetic underlayment used an alternative to ASTM D 226, Type I and Type II roofing underlayments. The roll is available in 48-inch wide x 150-ft long format and weighs approximately 38 lbs. ATL16001.1 FL21350-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. N CREEK TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS ATLAS ROOFING CORPORATION Summit Underlayments Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction.. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Attachment method: Underlayment shall be attached in accordance with the FBC and manufacturer's installation instructions. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All side laps shall be installed to shed water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. Minimum application temperature shall be 50°F. Allowable roof coverings: Mechanically fastened roof coverings as prescribed in FBC Table 1507.1.1 shall be permitted. LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within the scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. - 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Roof slope limitations shall be in accordance with FBC requirements. 7) Contact the manufacturer when installing at temperatures below the minimum application temperature. 8) The underlayment may used as described in other current FBC product approval documents. 9) Roof coveringsshall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ATL16001.1 FL21350-R1 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. X CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ATLAS ROOFING CORPORATION Summit Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,�P.' •.R�'- 2017.09.30 \G•E•NSF• No 74021 • % 12:51:10 04'00' � '.•. S TAT E OF : �4/` ®omT •.�� O `vo` Zachary R. Priest, P.E. s R (j �` Florida Registration No. 74021 ,0NA `� ,,moo Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.,, END OF REPORT ATL16001.1 FL21350-RI Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. SCPA Parcel View: 02-20-30-523-0000-1140 Page 1 of 2 opav�a annFunp.cr�FA' Property Record Card PR�P� Parcel: 02-20-30-523-0000-1140 ta:na.ecflurnv ricxno� Property Address: 128 GLEASON CV SANFORD, FL 32773-4451 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $161,686 $143,305 Depreciated EXFT Value Land Value (Market) y $1,150_ $28,000 $1,200 $25,000 Land Value,Ag Just/Market Valuee $.836190 $169,505 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=02203052300001140 2/7/2018 City of Sanford Building Division Residential Re -Roof Inspection Policy & Procedures PERMITTING REQUIREMENTS — NO PLAN REVIEw REQUIRED This document (signed) along with an accurate and�completed Residential Re -Roof Scope of Work are required to be submitted as part of your permit application. The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that will be installed on the project. A permit will not be issued without these documents. Copies will,be made to post on the job site. "Projects located in the Sanford Historic District will require plan review and approval by the Sanford Historic Preservation Board INSPECTION POLICY & PROCEDURES A Final Roof Inspection is the only inspection required 1for: Residential (Single Family, Townhouse, Mobile Home, Apartment and/or Condominium) Re -Roof Permits. The Following is required to be provide on the job site: a Permit Card, posted in a conspicuous and weatherproof location O Completed Residential Re -Roof Scope of Work a Completed and Notarized Inspection Affidavit a All Florida Product Approval and Corresponding Installation Instructions a (Product Approval shall match what is on the scope of work) a Digital Photographs (must include the permit number or address in each picture) o Each plane of the roof, showing the underlayment installed o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler) o Roof Deck Nails used (including a measuring device or ruler showing size of nails) o Underlayment Pattern & Spacing (including a measuring device or ruler) o Drip Edge & Valley Attachment (including a measuring device or ruler) o Shingles installed, nail pattern and location of nails Skylights (if applicable) o Digital photographs showing all installation components, per FL Product Approval o Digital photographs showing all required,flashing, per FL Product Approval Failure to follow these specific guidelines will result in an affidavit provided by a Florida Design Professional (architect or engineer), certify' BC code co pliance by personal inspection. CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: / DATE: PERMIT # / 0 - _� City of Sanford Building Division Residential Re -Roof Scope of Work JOB ADDRESS: STRUCTURE TYPE: (erSINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: PLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF) DECK TYPE (PLEASE SPECIFY): * *PLEASE NOTE: ONLY 100 SQUARE FEET OF E EXISTING DECK IS PERMITTED TO BE REPLACED ROOF VENTILATION: D OFF -RIDGE RIDGE OSOFFIT OPOWERED VENT OTURBINES SKYLIGHTS: O YES (!5/NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 4:12 OR GREATER TYPE 9F ROOF MANUFACTURE FLORIDA PRODUCT APPROVAL SHINGLE �`� �0� FL#� "- L O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# OINSULATED FL# O TILE 0 OTHER: V �� FL# _ FL# ROOF EXTENSIONS (PORCHES PATIOS ETC.) **IFAPPLICABLE** ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# OINSULATED O TILE 0 OTHER: FL# FL# FL#