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Home My WebLink About105 Boulder Ct�EEGEONIfE� FEB 0 7 2016 er• CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 9,998 , 0 0 Job Address: 105 BOULDER COURT SANFORD FL 32771 Historic District: Yes ❑ No O Parcel ID: Residential 0 Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair 9 Demo ❑ Change of Use ❑ Move ❑ Description of Work: REMOVE AND REPLACE ROOF WITH SHINGLES Plan Review Contact Person: Phone: 407 542-5903 Fax: 407 542-8790 Title: Email: ROSA@CFPROROOFING.COM Property Owner Information Name CARLOS M. ALCAIDINHO Phone: Street: 184 BONNEY ST Resident of property? : NO City, State Zip. NEW BEDFORD MA, 02740 Contractor Information Name PRO ROOFING & ASSOCIATES, INC Phone: 407-542-5903 Street: 3024 KANANAWOOD CT STE 1008 Fax: 407-542-8790 City, State Zip: OVIEDO , FL 32765 State License No.: CCC1328416 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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' Edition (2014) Florida Building Code Revised: June 30, 2015 PermitApplication � q 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found imthe public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is -verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signa r of Owner/Agent Date Signature of Contractor/Agent ate - -EA O iA `r►rtt_Owner/Agent's Name 4AN0�(L. ELMER CAMPOS ROSAM. EXPOSRv my COMMISSION # GG 179751 EJ PRM: January 28, 2022 Bonded Thru Notary RIM Underwriters Owner/Agent is Personally Known to Me or Produced ID ✓ Type of ID Contractor/Agent's N Signatur ot f ary-S to of i; v " D<y${1M. EXPOSITO My COMMISSION # GO 179751 EXPIRES: January 28, 2022 Bonded Thru Wary Pdak lkderwritars Contractor/Agent is 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: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 70Env. or •� �/ •{��. �t s� T0.,1 1/� �tt. [y t SEMINOLE COUNTY and/or CTTY OF SANFORD DATE: 2/5/2018 hereby name and appoint: `1v'\oSa I -A. s; 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: 105 BOULDER COURT, SANFORD, FL 32771 (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 20 by ELMER A. CAMPOS who is personally known to me and did not take an oath. WITNESS my hand and official seal this -5 day of �4� , 20 1� , SiAof4-StaVef Florida (Printed Name.) p,�PFV Ppe(�, OZIEL.HERNANDEZ Notary Public - State of Florida Commission # FF 990343 My Comm. Expires May 9, 2020 NOTARY SEAL Commission No. FF ?% a S`i3 State of FL. County of SEMINOLE My Commission expires: .S 9 La0 Rev.12/13 Fq k �oIto QF ROOFING SPECIALISTS Q SERVING FLORIDA STATE SINCE 1995 ORLANDO I DAYTONA BEACH I JACKSONVILLE 1-888-817-6787 VISA L � _r L Z L ryww.Gipmrooffng.com 100% FINANCING AVAILABLE jL Florida State License: CCC1328416 (` Corporate Office: 3024 Kananwood Ct, Suite 1009, Oviedo, FL 32765 Jacksonville Office: 10752 Deerwood Park PI 11407) 542-590.3 Fa. (407) 542-59(15 Blvd., Suite 100, Jacksonville, FL 32256 PH (904) 394-2959 - Fax (9041 394-8383 xume: RE/MAX Care: : 11 /17/2017 AddrHt: 105 BOULDER CT Cry. Sol, elIn SANFORD, FL Cell Phone: 1407-571-3618 Job Losadoa: Ertwil: Nydia@orlrent.com ■ 3 Layer Shingles ❑.2 Layers. Shingles ❑ Single Ply Flat Roof ❑ Gravel Roof M Felt Underlayment ❑ Other WOOD REPAIR: M Inspect Roof Deck for Damage Sheathing M Re -Nail Entire Roof Deck Up -To Code M Plywood sheathing replaced ar..555.00 per sheet M Trust, fascia and any other woodboards) will be replaced at $550 per linter foot. Other. Customer Initials FIAT ROOF SYSTEM: ❑ Torch Down Single Ply ❑ 75 lbs. Fiberglass Underlayment Cold System: ❑ Self Adhered Identified Bitumen Roofing System ❑ Peel & Stick Underlayment ❑ Fiberglass Reinforced Fell TAPERED SYSTEM: ❑ ISO Cold Polyisocyanurate Roof Insulation ❑ 150 Plus Composite Polyisocyanurate/Perlite Roof Insulation NEW ROOF,FLASHINGS: 16" Flashing on: M Roof Valleys) ❑ Flat Roof Pitch Change City. Plumbing Boots Replaced: IXJ__ 2- 2 T' 1 4^_ Gooseneck Vents: 4•_ e- 3 to• Color: Bool.Guards Color: NEW GALVANIZED DRIP EDGE: ■ 2.5" Face installed around entire perimeter of roof. ❑ Other Color: SEAMLESS'ALUMINUM GUTTERS ❑ fit of gutters to be installed, _ Downspouts: ❑ Included in price. ❑ S Tinier feet.S_ ea. dispoul. ADDITIONAL NOTES: KUUF VENTILATION: ❑ Aluminum Ridge Vent fL Color: ® Baffled Shingle over Ridge Vent 48 fL OH -Ridge Vent(s): 114 ft. city: _ Color. ❑ 6 ft. Qry: _ Color: POWER VENT: ❑ Electric Exhaust Fan: City: Price: $ ❑ Solar Powered Fan: Qty: Price: S (Elecuinl work not included.) CHIMNEY AREA; ❑ New flashing. ❑ Replace existing flashing if needed. ❑ Build Chimney Critter- Price: $ ❑ Remove Chimney - Price: 5 SKYLIGHTS: ❑ New ❑ Reuse Existing 2x2 _ Price: $ I Zx4 _ Price: $ Other:; _ Price: S ape of Skyllght: I I Self Flashing ❑ Curb Mounted ❑ Insulat4Glass Polycarbonate' Dome New 0 skylight installations include interior work; wood frame, drywall, paint and labor. Gabor charge: S ea. 50LAR TUNNEL: ❑ 10" Price: S ❑ 14" Price: $ ❑ 22" Price: S BUILDING PERMITS: ® County ❑ City HOME OWNERS ASSOCIATION REQUIREMENTS: ❑ Yes ❑ No Contact: SILVER PACKET GOLD PACKET DIAMOND PACKET Flat Roof System: ❑ Re.Nait Roof Deck Up Code Roof Dock Undedayment.- Weatherproof Underlayment: -To ❑ Torch Down Single Ply ® Re -Nail Roof Deck Up -To Cude ❑ ❑. Re -Nail Roof Deck Up -To Code El 75 lbs. Fiberglass Underlayment 30 LB UL Felt Paper ® Fiberglass Reinforced Felt - "Gorilla Guard" ❑ Waterproof)Peel & Stick Cold System: ❑ Self Adhered Modified Weatherproof in the following areas: Entire cool deck will he watered bta peal It stid. Bitumen RoofinASystem ❑ Peel & Stick ❑ Eves ■ Valley's 0 Vent Pipes —nerp—1 arded.y.cn This Pro —wilt Underlayment LJ Fiberglass Reinforced ® Kitchen and Bath Vents ❑Chimney rumalecary umtavr raoragalnstthe alements. Felt ❑ Skylights ❑ Low Slope ❑ Wall Flashing wtaneracwre: Nanmanure: CERTAIN"FEED Manufacture: _ Years Workmanship 'warranty _3 years Workmansnip.'Nasranty Yean Wah rurp Warranty _ Years ManufactureslVarranty Years Manufac[urn year.. in, Yesn f4anulacrures Warranty style: style LANDMARK style: Colon LIMITED LIFETIME colon color: $ - s 9 asann $ Pro Roofing G Assadates, Inc. will dean roof debris tom gu:Z r in aedition to magnetically sweep.rile oerimetei of job she. All rooting debris will be hauled away and Is Included as Part or our service. All rw;erials are guarontced a: specified. We will obtain .all city or county permits nets try for the completion of the lob. All work will be completed.—i ing to standard rooling o—kes and current bu;klieg tales. Any alteration or doyiatian from above specifications ihx.I ina a ..,. will be executed only upon written order and will become an extra charge ilem over and above this ag—nirnl. Any Leaks occurhng during the warranty penud will be repaired per our written warranty. This proposal may be vrhhdrami by us It notaccepted within 1 days. I Acceptance of Proposal: Trr abwa socaticalion, od— and Condit—, — 116s11—n, and are hereay accoFled. lou are auth..u. 1. do the roil as specified. Payment i,irl be made as outllned hereir. If payment is made with a credit card, the WIII `%increment addad to the'-.1 in of he la lane Cue. We have Chosen Roofing Package: L3 SILVER PACKAGE XGOLD' PACKAGE ❑ DIAMOND PACKAGE Paym4 Schedtie: _ _ Start Date; Imo_ completion Date: Z I :CHARLFS HLIN FY 1111IM017 f u naed Slgn ur are pro Roo!MO 8 Assaietes, Inn. Date f/4/2018 Florida Building Code Online z- 'sr �4 AP�' BCIS Home I Log In i User Registration Hot Topics I Submit Surcharge Stats & Facts I Publications i FBC Staff ( BCIS Site Map I Links i Search Product Approval USER: Public User Florida , p r 480- Product Approval Menu > Product or Application Search > Application List > Application Detail- . • ��• FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category 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 Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ..I Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE ✓: Validation Checklist - Hardcopy Received FL5444 R12 COI 2017 01 COI Nieminen.Ddf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d 1 /2 1/4/2018 Florida Building Code Online 7 Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed 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 FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.1)df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.1)df Created by Independent Third Party: Yes -tack i>3ea= 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: -. Credit Card Safe EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 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 consists of pages 1 through 12. Prepared by: oz Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/0512017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD 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. 5. This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. � ',-JTRHTYJ 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 61h 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: 1507.2.5, R905.2.4 1507.2.7.1, R905.2.6.1 1507.2.7.1, R905.2.6.1 3. REFERENCES: Entity UL (TST 1740) . U L (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL.(TST 1740) U L (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U L (TST 1740) U L (TST 1740) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (QUA 9625) Property Standard Year Physical Properties ASTM D3462 2010 Wind Resistance ASTM D3161 2016 Wind Resistance ASTM D7158 2011 Examination Reference Date ASTM D3161 94NK9632 05/15/1998 ASTM D3161 99NK26506 11/23/1999 ASTM D3161 03CA12702 05/27/2003 ASTM D3161 03CA12702 06/16/2003 ASTM D3.161 03NK29847 10/03/2003 ASTM D3161 04CA11329 05/24/2004 ASTM D3161 04CA32986 12/03/2004 ASTM D3161 05NK07049 04/15/2005 ASTM D3161 05NK16778 05/12/2005 ASTM D3161_ 05CA16778 05/12/2005 ASTM.D3161 05NK14836 05/22/2005 ASTM D3161 OSNK22800 06/22/2005 ASTM D3462 R684 09/21/2005 ASTM D7158 05NK08037 06/28/2006 ASTM D3161 & D3462 09CA28873 07/23/2009 ASTM D3462 10CA41303 10/07/2010 ASTM D3161 10CA41303 10/08/2010 ASTM D7158 10CA41303 10/27/2010 ASTM D3161 & D3462 10CA44960 11/11/2010 ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 ASTM.D3161, D3462 TFWZ.R684 04/22/2014 ASTM D7158 ' TGAH.R684 04/22/2014 ASTM D3161 & D3462 4786334434 09/16/2014 ASTM D3161 & D3462 4786570826 02/12/2015 ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ASTM. D3161 & D3462 4787195678 02/09/2016 ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ASTM D3462 4787380357 10/13/2016 ASTM D7158 4787380357 11/08/2016 ASTM D3161 4787.380357 11/09/2016 ASTM D3161, D3462 & D7158 4787586427 01/25/2017 Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1313 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 I �,J TRINI7YIERD 4. PRODUCT DESCRIPTION: 4.1 CT20T-, XTT"" 25, XT` 30 and XTT"" 30 IR 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 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeTM, Presidential Shake'"" IR, Presidential Shake TLTm and Presidential SolarisT"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasTM, Highland SlateTm and Highland SlateT"" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot— is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT"", Shadow RidgeTM, Cedar CrestTM, Cedar CrestT" 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically. for that purpose. 5.2 This Evaluation Report is not for use_, /ithin FBC HVHZ jurisdictions. 5.3 Fire Classification is not part Of, this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. SA Wind Classification:' 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (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 PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V„it = 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 Roof shingles listed in Section 4.1 through 4.6 (except Presidential5olaris'') exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 T R INS I ER® 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. 6.11 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. 6.2 Installation of asphalt shingles shall comply with the CertainTeed 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 CertainTeed 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 CertainTeed published installation instructions. 6.4 I CT20'`, XT— 25, XT'" 30, XT'"' 30 IR: LOW AND STANDARD SLOPE ENGLIS. H 12" 12" 12" (305mm)— �(3.05mm) (305mm)—� 1"(25mm) Sealant 1"(25mm) 5 s/a" (145 mm) 5 i12' - lot Notwoo d Plant } METRIC 131Y' 13,19" 131/8" .j (25mm} Sealant 7"(25mm) 6 Figurell-3.• UsefournailsforeneryfidGshin9k.. STEEP SLOPE Use four nails and six spots of asphalt roofing cement+ for everyfull shingle (Figatre 11--44). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. o c Roofing Cement Apply 1" (25 mm) $pols of asphall roofing cement under each lab corner. Figure 11-4• Use foie• mails a nd six spots of asphalt cement oat steep slopes. *CAUTION.- Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'", XT'" 25, XT'"° 30, XTT" 30 IR: Cut Shingles 2" (50 mm) rRemove� (251+� m It jI III. if Il Ili 12 Cap. e Cap . e Cep (305'mm) Shfngle Shingle shlflg. I 1 Figure 11-24.- cut tahs, then trine back to make cap shingles (Evghisb dimensions sbown). 6„ 12" (30 mm) J"i Fgoh (125 mm) _tea\ sues Boa �v� owe r55Ja � Sh �a�i% Figure 11-35.' Installation of caps along the hips and ridges. 6.4.1:1 For ASTM D3161, Class. F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate ofAuthorkation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 . 6.5 6.5.1 LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown helow. f' (25 mm) t' (25 mm) `J TRINITY I ERD Use SLY nails and FOUR spots of asphalt roofing cement for every full shingle as shown below: Apply cisplralt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type If is suggested. — l' (25 mm) P (25 mm) —� Figure 2: Use six ual/s, fr�r ere> y frt// shingle. Figare 3: Use six nails and four sJmts of as/)hatt roofing coment on steep slopes. Hip & Ridge for Arcadia'": Cedar Crest", Cedar Crest'" IR Use two (2), minimum 1%-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 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T""" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements; to hand -seal Cedar Crest sh_ ingles. 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. XP° mime Hand -sealing adhesive 4„ 1/4" 1 V. ti5}.L 314" _a, I' . V Dab of asphalt cement bett,tiieen 1 shingle layers Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1313 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 ERD 6.6 BELMONT° OR BELMONTO IR: Low and Standard Slope Steep Slope (greater than 21:12): (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" (25mm) from edge of shingle. „rz tu3:n; cr l¢ acs ..... ........ See below: Asphalt roofing cement meeting ASTNII D4586 Type II is suggested. Sri' (16 rr.4 II o additional nails if raquired. 8 5'5' (223 nm) V T S;rb` {TB irm1 T' or Iasi !f I-3-1' (25 nn) ' / ,` (25 rim) —I -� u e 'f B 518' W na 1'(25mm�---F:DaringCement —�--- / 6.6.1 Hip & Ridge for Belmont® or Belmont° IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest`""_or.Cedar. Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar -Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle° Ridge Figure 17-18.• Shangle®,Ridge. 186 Exposure Remove tape from the right side 1 SIRST g I and fasten SECOND F5RIGHT FLEFT Figure 17-19; Installation of ShangleO Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T"°" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1313 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 `J-fRINI7YIERD 6.7 CARRIAGE H61.) EE .S--ANGIO 'G ANDRAND MANOR SHAG NLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt rooting ce,ment.for every Use five nails for every fltll Shangle. 1" 1" (25 mm) 518" 8 5/8" (16 mm) (220 mm) Figure 17 4 Ilse fine marls fOrevmy full Grand Alador •$bangle, Carriage Ilorrse Shangle, or Centennial,Slala full Grand Manor Shangle, Use live nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate.. Apply asphalt roofing cement l" (25 mnij front edge of shingle (Figure 17-5). Asphalt roofing cement meeting ASTVI D45861�1)e It is suggested. f (36 mrn) 1 •• off _y . 1 --(25 mm} (25 mm) 5/8" � 8 5/8" (16 mm) I (220 m m) -14 (25 mm)f .Roafina Cement Figure 17-5: When hislallirrg (rand illanor Sbangles on steep slots. , ilse seven nails and lbree spots of aspball roofing cemenl- 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK'-"', L'ANDMARKT"' IR- -ANDMARKT"" PRO;!L*ANDMARKT"" PREMIUM, LANDMARK'"" TL, LANDMARKTm SOLARIS.LANDMARKT"° $OLARIS -14 — R -GATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" J -(305 mm) --(375 mm)- .(305 mm)-1 Release Tape 1 (25 mm)-` 11/2" NailableT Area LANDMARK IL T31/2" 13" 131/2" �+-(343 mm)- ►--(330 mm)-► —(343 mm)-►j 1---1" (25 mm) 1" (25 mm)-►I Figure I;34: Ilse four nails for erer�' full sbingle. NorthGate: WIDE NAILING 12" 14 314' 12, AREA I (305 mm) (375 mm) — - (305 mm) f timing Units t275.) /Upp i nal Ime 1" (25 mm)- ,iLower nil irn Haling areas for low and standard slopes (hom 2:12 to 21.12) tial Eetseen upper 8 F*-c ;.es as arimvn above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 ��`"�� TRINTY 1 ER® STEEP SLOPE Use six nails and four spots of asphalt roofing cement for eyeq full LANDMARK TL laminated shingle. tee below, Asphalt roofing cement should meet ASTAN D45861J,pe 11. Apply 1" spots of aspliAt roofing cement tinde t 1 each corner and t ;ibout 12" to 13" in from each edge. -13 /2" 13" 13 !2" ¢343 mm) (330 mm) {343 mm) METRI( DIMENSIONS �-4-1"{25 mm) 07(25 mm) I t2:'_ 1g3/q„(305rnm) (375mm) (305mm) 1-dll�- _1" mm) Roofing Cemej -� j' (25 mm) _.. _ 1 "(25 mm) -� I Release Tape Nail Area For Steep Figure 13 5: use six trails andfour spots of I"— I-+- �-1" asphalt roofing eement on steep slopes. (25 mm) ---- (25 mm; Roofing Cement i NorthGate: STEEP 121, 14-3f4" 1 " SLOPE (375 mrrrjl- '-*-4305 rnm} NAILING Nailing Lunits ( ) "oet�;vee n IQvier ( nail hues, -� Roofing Cement Nailing areas fair steep slopes (greater than 21:12) and "Stor"Nailing" Nail between lower2 nail lines as shovq above. 6.8.1 Hip & Ridge for LandmarkT" Landmark'" IR, Landmark*"" Pro, LandmarkT"" Premium, Landmark'"" TL, LandmarkT" Solaris, LandmarkT" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow RidgeTI or NothGate Accessory 12' (305mm) (250mm) S„ 6" 4f5/i6" 4i5/16" I (150mm) (t50mm) (125mm) (125mm) Notch for Notch for Centering Centering 12" 131(4" (305mm) Notches for Alignment (337mm) NotchesforAlignmenfto 5 „ the Top Edge of the Previous x the Top Edge of the Previous 7 /8 (180mm) 5 (196mm) Cap for 5" (125mm) Exposure Capfor5 18" (141mm) Exposure I L L English Dimension Metric Dimension Shadow Ridge- Shadow Ridge'", Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 \l TRINI7YIERD fi1511�"{1Z5rim,s . 13 1/8" II.t—(333 mm)—► Certpii;1 Nalch j 6 5/8" ►.0-6 5/8, ►I _ II (168 mm)I (168 mm) Is1/4 — A (337 mm) I I Centering Aligathese I Notch notchm to top 7 5i� 13 114" edge o', 7 11trot; (337 mm) Align these g1s vlr us =51se notches to top 7 5/8" edge of (19I mm) I P previous course. Y NorthGate Ridge NorthGate Accessory 12" (305mm) �. IlkLayingNo[ch I Figure 13-20. Use layingnotcfies to center shingles on blips and ridge's, and to locate the con ect exposure. 6.8.1.2. For ASTM D3161, Class F performance use BASF "Son,olastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest•"', Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, L-C. Evaluation Report 3532.09.05-1113 Certificate afAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 `J TRINTY1 ER® 6.9 PRESIDENTIAL SHAKE TM PRESIDENTIAL SHAKE TM IR, PRESIDENTIAL SHAKE TLTM, PRESIDENTIAL SOLARIST"9: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five hails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cementunder each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1" Nailing h 40" - above tab cutouts malting certain Labs of overlying shingle cover nails. 'Guide Lines (1016 ftun) 5 114` I �— (133mm) e m 141/4" (362 mrn) NOTE: Apply nails on painted guideline. Fig�cre M 6.- Fasterli'llaPiesidzttialnndPi•esidersticrl TL Shake shingiesor; tow andstandord slopes. O 0 O o 1 O V diameter asphalt roofing cement Figure 16--7.- Fartaring Presidential and Presidential TIT SLakie shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake— Presidential Shake" IR, Presidential Shake TLT", Presidential SolariSTM: 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' fr'om the bottom edge of the `'tooth." Fasten each accessory vvfth'tivo fas- teners•, The fasteners iciest be 13V4" long or.longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comesin two different sizes: Accessoryproducedin Birmingham, AL is 12" x 12"; Portland, OR produces 97/8" x 131/4" ' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar CrestT'" IR hip and ridge shingles. 6.10 1 HA17ERASTM: LOW, STANDARD AND STEEP SLOPE: riggre 153: Fastening Halleras Shingles on Lotrr rdStandend,S'lopes For low and standard slopes, use five w is for each full natteas shingle vs shmvn above. ll :(25'.!)I .4 — —._ �25tmm)_`1 f.•i8ture 15.1. Poareu6Sg n(nlerVSbhi gle• oir ,ClerP ROI)PS Foc steep slof>cs, use five nails and eight spots of asphalt roofing centeoi for each full I Iaueru shingle as shoom, above. Apple I' (25mm) diameter spols of roofing cement (MEM D 4556 Tvpe II smrogested) under each lab corner. Press shingle into place; do not eNpose cemenl. CAUTION: Too much roofing cemenl can cause shingles to Mister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 rTRINITYI ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras K,gure 15-14: 18 three-piece units separate to Make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles (230 m.m} I I I g 18, (460 MM) gosh ---------i--- 1S" (203mm)I -- ---- -- 46Umm) .. Cap Cap Cap Cap 9318 Shingle Shi'riglfl Shingle Shingle Pi ure 15-20: Cut Hatteras shingles to make cover cap. Figure 15-21: Installation of craps along hips and ridges. 6.10.1.3 For ASTM D3161, Class,F performance use BASF "Sonolastic® NP1'""" adhesive or Henke[."PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"", HIGHLAND SLATE'"" IR LOW AND STANDARD SLOPE: STEEP SLOPE: � Use FIVE nails and LIGHT spots of asphalt roofing cement" for each I K30m i zaoa�l saomml romm full Highland Slate shingle. For Miaail-Dade, SIX nails ace required. Apply . diameter spots of asphalt roofing cement under each tab corner. Asphaltroofing cement meegng A51'bi D4536 Type II IS suggested. Miami -Dade requires SIX nails (Iwo nails t•(25 mm) installed over center atoutas shown), MiamFDade requires — SIX nails (Iwo nails installed over center cutout as shown) Figure 11-3: Use FIVE nails for every Fligbland Stateshingle. Figure.113A• Use FILE nails and eight spots of asphalt roofing cement under each tab comer. *CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar CreStTM, Cedar Crest'"" IR or Shangle Ridge'"" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 of -�- I RINI I ERD 6.12 PATRIOT TM: LOW AND STANDARD SLOPE STEEP SLOPE Ilse FOUR nails for et'eiy full shingle located as shown beloty. Use FOUR nails and four spots of aspliolt roofing cement for every till shingle as shown below. Asphalt rooting cement meeting Ab` &I D4586 Type.It is suggested. Apply 1"(25 nun) spots of asphalt rooting SEalani cement as ShUI\l1. _ _ CAUTION: Excessive use of roofing cement can cause shingles to blister. 1"(25rr}-•-1 (;55mm} (31331nia) (Ri"-T' (3 Ti !— — — — — — — — — -- �<nm) 1' (25 rim) 1 JAanling Cement) - f— 1.'.15' --j-.- 12-1,X -rl BLS arm) W3-1 WRn) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow RidgeT"", NorthGate or Shangle RidgeT"" hip and ridge shingles. 7. 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. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to prope;=ly 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, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 FL # FL16226-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived _. Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta,` GA 30328 (770)946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Paul Casseri Address/Phone/Email 2000 Riveredge Parkway Suite 800 Atlanta, GA.30328 (678)402-9632 pcasseri@atlasroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary. R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden -fir Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16226 R4 COI ATL13001.4 2017 FBC Product Evaluation Report final.odf Standard ASTM D 226 ASTM D 6757 Year 2009 2016 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/02/2017 10/03/2017 10/09/2017 12/12/2017 FL # Model, Number or Name ' Description 16226.1 Gorilla Guard EverFelt Spec 30 ASTM D 6757 & ASTM D 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16226 R4 II ATL13001.4 2017 FBC Product Evaluation Report final.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16226 R4 AE ATL13001.4 2017 FBC Product Evaluation Report final.Ddf Created by Independent Third Party: Yes ■=l 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 withthe 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: eClrcak =1 Credit Card Safe TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Atlas Roofing Corporation 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 http://www.atlasroofin6.com Manufacturing Plants: Meridian, MS Calgary, Alberta Canada Dadra and Nagra Haveli , India Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, 6TN EDITION (2017) Issued October 1, 2017 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL-033-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) ATL-101-02-01 ASTM D 6757 2016 ASTM D 226 2009 TAS 117(B) 1995 ASTM D 1781 1998(2012) PRI Construction Materials Technologies (TST5878) ATL-134-02-01 ASTM D 6757 2016 ASTM D 226 2009 ASTM D 4869 2016 PRI Construction Materials Technologies (TST5878) ATL-209-02-0fl ASTM D 6757 2016 ASTM D 226 2009 ASTM D 4869 2016 PRODUCT DESCRIPTION Gorilla Guard® ASTM D 6757 and ASTM D 226, Type II mechanically fastened underlayment made from EverFelt Spec 30 asphalt -saturated organic felt reinforced with glass fiber for steep slope roof applications. Rolls are a nominal 36-inch wide by 72-ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. ATL13001.4 FL16226-R4 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. ATLAS ROOFING CORPORATION CREEKUnderlayments TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS Deck: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. New construction in the HVHZ shall be min. 19/32 in. plywood. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Attachment (HVHZ): Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch end lap and be fastened as specified in FBC Section 1518.2. Attachment (Non-HVHZ): Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and manufacturer's installation instructions Allowable roof coverings: Mechanically attached asphalt shingles, metal roof panels and shingles, wood shakes and shingles, and slate shingles. Clay and concrete tiles are allowable when installed with ASTM D 6830, ASTM D 249 organic cap sheet, or other approved underlayments in accordance with FBC requirements. LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluatiori. 3) Installation of the evaluated product shall comply with this' report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) 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. 5) Roof slope limitations shall be in accordance with FBC requirements. 6) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 7) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 8) Roof coverings shall not be adhered directly to the underlayment. 9) The underlayment may be used as described in other current FBC product approval documents. 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 61 G20-3. ATL13001.4 FL16226-R4 Page 2 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. ATLAS ROOFING CORPORATION CREEKUnderlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,`FYI IR►►►►►��, No 74021 O•. STATE OF '.,�'•. L -OR O• �N,�. S S70 N A� �N``� CERTIFICATION OF INDEPENDENCE 2017.1.0.0 1 17:08:3 7 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 ATL13001.4 FL16226-R4 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. CARLOS ALCAIDINHO 184 BONNEY STREET I NEW BEDFORD, MA 02740 1508.994.3488 I KL®AUBE(d).YAHOO.COM January 18, 2018 ATTN: Nydia Maldonado VIA E-MAIL: nydia(a)orlrent.com I, Carlos Alcaidinho, hereby authorize Nydia Maldonado to act on my behalf (including signing) for work completed by Pro Roofing and Associates, Inc. at my home on 105 Boulder Court in Sanford, Florida 32771. This consent is relevant for the month of March 2018, and I am granting authorization because I am currently residing in a different state. If there are any questions or concerns, please contact me at the number or e-mail address referenced in the letterhead above. Sincerely, Carlos Alcaidinho GRANT NALOYs aEMINOLE COUNTY CLERK OF CIRCUIT COURT & CONPTROLLER BK 9071 F'a 402 (1Pgs ) CLERK'S T 2018014471 Permit'Number: RECORDED 33,?,/07/2r_118 02:07:31 PN Folio/Parcel Identification Number: 33-19-30-518-0000-1680 RECORDING FEES $10.00 Prepared by: Yvonne Fabozi Return to: PRO ROOFING & ASSOCIATES, INC. RECORDED BY fide}parr.: 3024 KANANWOOD COURT, SUITE 1008, OVIEDO FL 32765 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 legal description of the property, and street address if available) COUNTRY.CLUB PARK PH_3, 1.05-BOULDER COURT, SANFO-RD, FL 32771 _ -- 2. General description of improvement(s) REMOVE AND REPLACE NEW ROOF WITH SHINGLES .Owner information Name: CARLOS ALCAIDINHO Interest in Property OWNER Address 184 BONNEY STREET, NEW BEDFORD, MD 2740 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 KANANWOOD_COURT,-SUITE 1008, OVIEDO FL32765__ 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 Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are tru to the best of my knowledge and belief. I,�,"��i'�' (•.l-1 DI14 MAID o 1��10b , ►�'FDpC�T-� Mht (SfZ, IZIrMAX Sin ur" a of Owner 11. g Signatory's Printed Name/Title/Office (or Owner's Authorized Officer/Director/Partner/Manager §713.13[i][d]) 1. `�-, � This document.was acknowledged before me this T day of ct��,% , 20i1t ,.by (r. f i'�1 G; � ::1'� ; L -' Cwhq s personally kn�jor produced as identification. 54Y Puy Notary public State of Florida Signatur o otary Pu AEI n d , Susan D Symanski fJ. A idAANT IV F, i Y :o ICL n- THE CIRCUIT COURT =` < My Commission FF 962740 AND MPTRC cR 1' �?ofAo SEWExpireso2/1W2020 SE rg ��IA SCPA Parcel View: 33-19-30-518-0000-1680 Page 1 of 2 David ,aim.«acFa Prooerty Record Card ff�ii Parcel: 33-19-30-518-0000-1680 Pc Property Address: 105 BOULDER CT SANFORD, FL 32771 Parcel Information Parcel 33-19-30-518-0000-1680 Owner ALCAIDINHO, CARLOS M ALCAIDINHO, MERINIA Property Address 105 BOULDER CT SANFORD, FL 32771 Mailing 184 BONNEY ST NEW BEDFORD, MA 02740-3251 Subdivision Name COUNTRY CLUB PARK PH 3 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Seminole County GIS Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $155,587 $146,710 Depreciated EXFT Value $275 $288 Land Value (Market)�yv N $38,000 $38,000 Land Value Ag _ Just/Market Value..— $193,862T � $184,998 Portability Adj ` Save Our Homes Adj Amendment 1 Adj P&G Adj _ -.---- _.__..,_____.,__. Assessed Value $O $0 $0 $193,862 $0 $6,136 $0 $178,862 Tax Amount without SOH: $3,446.10 2017 Tax Bill Amount $3,446.10 Tax Estimator Save Our Homes Savings: $0.00 ' Does NOT INCLUDE Non Ad Valorem Assessments Legal Description___._._. LOT 168 COUNTRY CLUB PARK PH 3 PB 58 PGS 12-13 Taxes _ Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $193,862 $0 $193,862 _ $193,862 $0 $193,862 Schools $193,862 r $0 $193,862 City Sanford p $193,862 $0 $193,862 SJWM(Saint Johns Water Management) County Bonds ; $193,862 $0 $193,862 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED i 12/1/2003 05471 i 0287 $100 No Improved Improved SPECIAL WARRANTY DEED 4/1 /2001 04065 } ! 0018 _ .._+ _ $133,200 Y es SPECIAL WARRANTY DEED 11/1/2001 04022 1639 $24'000 Yes Vacant ��Cnzl rti'o7bip`k'ra`b`I;? rS�'Yes� Land Method Frontage Depth Units Units Price ��$38,000 1 $38,000.00 E LOT Building Information Is Bed/Bath count incorrect? Click Here. # Description Year Built Fixtures p Actual/Effective =BthBase Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 2001 8 3, 2_5 1,718 2,205 i S 1,718 ! CB/STUCCO FINISH $155,587 $164,642 I Description Area FAMILY d i I 52.00 ii http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=33193051800001680 2/7/2018 F City of Sanford Building Division rz 7 Residential Re -Roof Inspection Policy & Procedures ?r 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 for Residential (Single Family, Townhouse, Mobile Home, Apartment and/or Condominium) Re -Roof Permits. The Following is required to be provide on the job site: • Permit Card, posted in a conspicuous and weatherproof location • Completed Residential Re -Roof Scope of Work' • Completed and Notarized Inspection Affidavit • All Florida Product Approval and Corresponding Installation Instructions • (Product Approval shall match what is on the scope of work) • 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 pleasuring 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 provid a Florida Design Professional (architect or engineer), certifyi F C code co pliance erson I inspection. CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: DATE: JOB ADDRESS: 31 _Q1 PERMIT # 'Z�� City of Sanford Building Division Residential Re -Roof Scope of Work STRUCTURE TYPE: �INGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: �LACEMENT (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 HE EXISTING DECK IS PERMITTED TO BE REPLACED' ` ROOF VENTILATION: O OFF -RIDGE � GE O SOFFIT OPOWERED VENT O T URBINES SKYLIGHTS: O YES O NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 2 - 4:12 TYPE OF ROOF (-) SHINGLE O METAL O MODIFIED BITUMEN O TORCH DOWN OINSULATED O TILE n OTHER_: O 4:12 OR GREATER ROOF EXTENSIONS (PORCHES PATIOS, ETC) **IF,QPPLICABLE" * ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER, TYPE OF ROOF MANUFACTURER O SHINGLE O METAL O MODIFIED BITUMEN O TORCH DOWN OINSULATED O TILE n OTHER: FLORIDA PRODUCT APPROVAL FL# FL# FL# FL# FL# FL# r FL# L �La4 FLORIDA PRODUCT APPROVAL FL# FL# FL# FL# FL# FL# FL#