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HomeMy WebLinkAbout211 Bradshaw Dr; 16-3420; RE-ROOFC CITY OF SANFORD BUILDING & FIRE PREVENTION DEC 2 9 2016 PERMIT APPLICATION D BY. ! Application No: Documented Construction Value: $ 12,127, Job Address: 211 BRADSHAW DRIVE, SANFORD Historic District: Yes No I Parcel ID: 35-19-30-522-OE00-0130 Residential Lam' Commercial Type of Work: New Addition Alteration © Repair Demo Change of Use Move Description of Work: Residential reroof Plan Review Contact Person: LAURA HODGES Title: OFFICE MANAGER Phone: 407-650-0013 Fax: 321-972-8839 Email: Ihodges@hodgesbrothers.net Property Owner Information Name MICHAEL DUKES Phone: 407-591-8645 Street: 211 BRADSHAW DRIVE, SANFORD Resident of property? : YES City, State Zip: Contractor Information Name Carl C. Hodges Phone: 407-650-0013 Street: 501 Hames Avenue. Orlando FL 32805 Fax: 321-972-8839 City, State Zip: Name: Street: City, St, Zip: State License No.: CCC 042845 Architect/Engineer Information Phone: Fax: E-mail Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST -BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 5t1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application O 0 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 manaement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name N1 - w AURA L HODGS 10CMUSSION 4 FFON20 E70 MM* May 3, 2 0 Owner/Agent is Personally Known to Me or Produced Mr!— Type of ID EL LZ C 12/16/16 Signature of Contractor/Agent Date Carl Curtis Hodges Print Contractor/Agent's Name 6L, I W I (' qSignatureofNotary- !ate of Flom' Date e AURA L HODGES Y MY COWSSION i FF 95M EXPIRES: May 3, 2020 Bonded ilea Notary Pubrx Underwriters Contractor/Agent 1 Persona y own 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 # of Heads APPROVALS: ZONING: 1-9-0 —4yv0--UTILITIES: ENGINEERING: COMMENTS: FIRE: IJ Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: :5F Revised: June 30, 2015 Permit Application THIS INSTRUMENT PREPARED BY: Name: Hodges Brothers Inc. Address: 501 Harries Avenue Orlando, FL 32805 Permit Number: ( l t) 1 CA V—J Parcel ID Number: 35-19-30-522-OE00-0130 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 13 BLK E COUNTRY CLUB MANOR UNIT 3 PB 12 PG 76 211 BRADSHAW DR SANFORD, FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: MICHAEL E DUKES 211 BRADSHAW DR SANFORD FL 32771 Interest in property: OWNER Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: HODGES BROTHERS INC. Phone Number: 407-650-0013 Address: 501 HAMES AVENUE, ORLANDO, FL 32805 S. SURETY (If applicable, a copy of the payment bond is attached): Name: 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., "Florida Statutes. 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor s Notice as provided in Section 713.13(1)(b), F"a Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. V az;4/ — M & Signature of Owner or Lessee, or Owner's or Lessee's ( nt Name and Provide Signatofys Titlef0flice) Authorized OfAwAirectodPartnedhAlanagar) State of A 4 ia"k. County of Z"IaA The foregoing Instrument was acknowledged before me this <;?D ry day of .zgG¢ :nv 211,_ by who has produced identificatb&S type of identification produced: eleUIMLHWWWCOINiFF9W20 EXPIRES: May 3,2021 ikl&dTbmtQ" Pd* ufawbs Who is personally known to me OR Notary Signature MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2016134606 BK 8833 Pg 1261; (1Og) E-RECORDED 12/29/2016 10:30:34 AM CITY OF SANFORD F' BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 Application Number: 16-3420 Project Description: Re -roof Job Address: 211 Bradshaw Dr PLAN REVIEW COMMENTS Date: 01/10/2017 Contact Name: Laura Hodges Contact Email: Ihodgesna,hodgesbrothers.net This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Two (2) copies of Florida Product Approval and corresponding installation instructions are required to be provided for the flat roofing product that will be installed. Product data sheets or technical data sheets from the manufacturer are not Florida Product Approval and are not acceptable. You submitted 1 copy of the Florida Product Approval FL#2533 but no installation instructions. Florida Product Approval can be found at www.floridabuildin org Installation instructions are printed from the specific Florida product approval. If installation instructions include multiple systems (such as Certainteed products), the exact system that will be used needs to be highlighted and only that sheet of the installation instructions submitted for review. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 4• 1'1127/2016 Florida Building Code Online WCrF,fiCE OF,LTH E SECRETARY RECORD COPY I LAca, iy1 t b" BCIS. Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff ( BCIS Site Map I Links I Search AND Product Approval G7 USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status 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 FL2533-R16 Revision 2014 Approved SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE .A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Modified Bitumen Roof System REVIEWED PO R COD COMPLIANCE PLANS EXAMINE J_ \_1 DATE Evaluation ReQor-tffom a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received lv\LDIA/G Robert Nieminen SANFORD PE-59166 U L LLC Q PAR07/03/2017 John W. Knezevich, PE Li Validation Checklist - Hardcopy Received 1 [ _ 3 ) 2 0 FL2533 R16 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 http://www.floridabuilding.org/pr/pr_app_dM.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbalV%2f8EtKpHVujRISJX3EWhIiDk%2fvg°/p3d%3d 1/2 11%27/2016 " Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 02/04/2016 02/15/2016 02/16/2016 04/12/2016 FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R16 II 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533- R16.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: +N/A/-630 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Use. Evaluation Reports 2.) The design pressure noted in this application FL2533 R16 AE 2016 02 FINAL ER- CERTAINTEED MODBIT FL2533- R16.Ddfrelatestoonespecificsystem. Refer to the ER Appendix for all systems and max design Created by Independent Third Party: Yes pressures. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:': Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if. you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_M.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbaIV%2f8EtKpHVujRISJX3EWhIiDk%2fvg%3d%3d 212 r TRINITY ERD TABLE 1E-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. See Note 1) MDP (psf) Base Fasteners Attach Ply Cap ECFADHERINGSYSTEMSE I ood at max Min. 15/ 32-inch P Min. 1-inch Ion 12 a. gap 6- inch o.c. at min. 2-inch lap and 6-inch o.c. Optional) SBS- W- 48 24- inch spans Flindastic SA NailBase Simplex Metal Cap Nails in four, equally spaced, staggered center SA SBS- SA S2.5 rows Min. 19/32-inch plywood at max. 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 2-inch lap and 8-inch o.c. Optional) SBS- W- 49 24- inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS- SA 52.5 ring shank nails rows Min. 19/32-inch plywood at max. pyw32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 2-inch lap and 8-inch o.c. Optional) SBS- W- 50 24- inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS- SA 60.0 ring shank nails rows Min. 19J32-inch plywood at max 32 ga., 1-5/8-inch dia, tin 6-inch o.c. at min. 2-inch lap and 6-inch o.c. Optional) SBS- W- 51 24 inch spans Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA SBS- SA 75.0 ring shank nails rows Min. 19/32-inch plywood at max 32 ga., 1-5/8-inch dia. tin 4-inch o.c. at min. 2-inch lap and 4-inch o.c. Optional) SBS- W- 52 Flintlastic SA NailBase caps with it ga. annular in four, equally spaced, staggered center SBS-SA 105.0 24-inch spans ring shank nails rows SA HYBRID SYSTEMS.. :.:.. . .. - ... .,. Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin W- 53 Min. 19/32-inch exterior grade Base 20; All Weather/ Empire caps with 11 ga. annular 9-inch o.c. at 4-inch lap and 12-inch o.c. in SBS-SA-H SBS- AA, SBS-TA 45. 0' plywood at max. 24-inch spans Base; Poly SMS Base; Ultra Poly ring shank nails two, equally spaced, staggered center rows or APP-TA SMS Base Glasbase; Flexiglas; Flintlastic Min. IS/32-inch plywood at max Base 20; All Weather/ Empire Min. 1-inch long, 12 ga. 6-inch o.c. at 3-inch lap and 6-inch o.c. in SBS-AA, SBS-TA W- 54 24- inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows SBS- SA-H or APP-TA 52. 5 SMS Base Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 8- inch o.c. at 4-inch lap and 8-inch o.c. in SBS-AA, SBS-TA W- 55 24- inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS- SA-H or APP-TA 52. S Poly SMS Base ring shank nails Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at 4-inch lap and 8-inch o.c. in SBS-AA, SBS-TA W- 56 24- inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS- SA-H or APP-TA 60. 0 Poly SMS Base ring shank nails Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 6-inch o.c. at 4-inch lap and 6-inch o.c. in SBS-AA, 585-TA W- 57 24- inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS- SA-H or APP-TA 82. 5 Poly SMS Base ring shank nails Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1117 for FL2533-1116 Revision 17: 02/04/2016 Appendix 1, Page 13 of 58 a RECORDCOPY QOTRINITYIERD EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 11610.09.08-R16 18 Moores Road FL11288-RlS Malvern, PA 19355 Date of Issuance: 09/03/2009 Revision 16: 02/04/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable, rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 USANFORD The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/04/2016 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ( ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3 Physical Properties ASTM D226 2006 1507.2.3 Physical Properties ASTM D4869 2005 1507.2.3 Physical Properties ASTM D6757 2007 1507.2.4, 1507.2.9.2, 1507.5.3 Physical Properties ASTM D1970 2009 1507.10.2 Physical Properties ASTM D4601 2004 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1523.6.5.2.1 Physical Properties TA5 103 1995 TAS 110 Accelerated Weathering TA5 110 2000 FRSA/TRI April 2012 (04-12) Underlayment Installation References 2012 3. REFERENCES: Kq!Lty Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C8440.04.08 04/28/2008 ERD (TST6049) Physical Properties C9560.05.08 05/25/2008 ERD (TST6049) Physical Properties C30080.09.08-111 04/17/2009 ERD (TST6049) Physical Properties C12960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-111 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08-R1 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-R2 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/01/2010 ERD (TST6049) Physical Properties C31840.05.10 05/10/2010 ERD (TST6049) Physical Properties C31860.05.10 05/18/2010 ERD (TST6049) Physical Properties C31850.06.30 06/25/2010 ERD (TST6049) Physical Properties , C35460.05.11 06/16/2011 ERD (TST6049) Physical Properties C34940.09.11-113 10/04/2011 ERD (TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD (TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Wind Uplift C39670.08.12 08/20/2012 ERD (TST6049) Physical Properties C31410.10.30-R1 11/02/2012 ERD (TST6049) Physical Properties C45240.01.14-1 01/15/2014 ERD (TST6049) Physical Properties C32930.01.11-112 01/20/2014 ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014 ERD (TST6049) FM 4470 CTR-SC9920.01.16-RI 01/20/2016 ERD (TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 MTI (TST 2508) Physical Properties DX08C4A 03/22/2004 MTI (TST 2508) Physical Properties TX1466A-001 02/27/2006 MTI (TST 2508) Physical Properties TX14136B-002 03/13/2006 MTI (TST 2508) Physical Properties TX1466F-006 03/13/2006 MTI (TST 2508) Physical Properties TX1466E-005 03/13/2006 PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC-075-02-01 02/15/2011 PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Wind Uplift CTC-112-02-01 12/12/2011 PRI (TST5878) Physical Properties CTC-163-02-01(0) 05/10/2013 Exterior Research and Design, I.I.C. Evaluation Report 11630.09.08-R16 Certificate of Authorization #9503 FL11288-R15 Revision 16: 02/04/2016 Page 2 of 9 TRINITY J ERD Enti Examination Reference Date PRI (TST5878) Physical Properties CTC-189-02-01 11/18/2013 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 WinterGuard'' HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment. 4.1.2 WinterGuardTM' Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuard'' Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 Metal.ayment' is a self -adhering, film -surfaced, waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164, Type I, Grade S requirements for use as a base - layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FIR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164, Grad G, Typed requirements. 4.2 Torch Applied Underlayments 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meeting ASTM D6222, Grade G, Type I requirements. 4.3 Asphalt Applied Underlayments: 4.3.1 Flintlastic GMS or Flintlastic Premium GMS is an asphalt -applied, polyester reinforced, granule -surfaced, SB5 modified roof underlayment meeting ASTM D6164, Grade G, Type I and II requirements, respectively. 4.4 Mechanically Attached Underlayments: 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D4601, Type II requirements for use as a mechanically attached base -layer in multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTM D6757 requirements. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R36. Certificate ofAuthorization #9503 FL11288-R15 Revision 16: 02/04/2016 Page 3 of 9 5.5 5.5.1 5.6 5.6.1 V TRINITYiERD CertainTeed Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: TABLE'1 ROOF COVEROPTIONS Wood Underlayment Asphalt Nail -On Foam -On Mortar- Metal Shakes & Slate Shingles Tile Tile Set Tile Shingles Roofers' Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand Yes No No No No Yes Yes or Granular Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes es Yes No Yes Yes See 5.Flintlastic SA Cap FR No Yes No No I No Yes Yes MetaLayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes Yes Yes No Yes . Yes See 5.5.1 Flintlastic GMS or No Yes Yes Yes No Yes Yes Premium GMS See 5.5.1 Foam - On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. Dow TILE BONDTm Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS Allowable Substrates: Direct - Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: New or existing plywood FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: New or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: FlintPrime or ASTM D41 primed structural concrete. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R36 Certificate of Authorization #9503 FL11288-1115 Revision 16: 02/04/2016 Page 4 of 9 I TRINITY I ERD 5.6.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure, divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table IA or FBC 1609 for determination of design wind loads. 1 Maximum Design Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 2 Maximum Design Pressure = -555 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ: Primer: FlintPrime, FlintPrime SA or ASTM D41. Base: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 3 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) FlintPrime, FlintPrime SA or ASTM D41 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 4 Maximum Design Pressure = -127.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41 Joints: Min. 4-inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlavment: Flintlastic SA Cap, self -adhered. All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set the systems carry a Maximum Design Pressure of -45 psf. 5.6.3 Bond to Base Sheet: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM D226, Type I or II felt. Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self-adhered.to: Flintlastic SA NailBase or ASTM D226, Type I or II felt. Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Exterior Research and Design, U c. Evaluation Report 11630.09.08-R16 FL11288- certificate ojAuthorization #9503 Revision 16: 02/04/20116 Page 5 of 9 l TRINITY J ERD 5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on or mortar -set tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that detailed below. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.3.2 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements 5 Maximum Design Pressure = -37.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type II felt or Flintlastic SA NailBase Fasteners: 12 ga., 1X-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 6 Maximum Design Pressure = -45.0 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 7 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra PoIVSMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 8 Maximum Desien Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: Min. 1-inch long,12 ga. Simplex Metal Cap Nails Spacing; 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Certificate of Authorization #9503 FL112MRIS Revision 16: 02/04/2016 Page 6 of 9 TRINITY I ERD 9 Maximum Design Pressure = -60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1Y..-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 8-inch o.c. at the - min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 10 Maximum Design Pressure = -67.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the sheet. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 11 Maximum Design Pressure = -75.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1Y.-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap; self -adhered. 12 Maximum Design Pressure = -90.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 14 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered. center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 15 Maximum Design Pressure = -105.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1%-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing:' 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R36 Certificate ojAutharization 09503 FL11288-R15 Revision 16: 02/04/2016 Page 7 of 9 t I\JTRINITY I ERD 5.7 Exposure Limitations: Roofers' Select shall not be deft exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Lap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do 'not have an exposure limitation, unless the prepared "roof covering is to be adhesive -set the atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris. prior to application, and primed the substrate (if applicable). 6.3 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid layer in multi -'ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those, are those associated with the top -layer underlayment, set forth in Table 1. 6.4 Black Diamond Base Flintlastic SA Cap or SA Cap FR, WinterGuard or MetaLayment: 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6.4.2 For Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum. 6-inch wide, pressed firmly with a searn-roller, and offset end -laps minimum 2 feet from course to course. Consult. CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 6-inch end laps and T-seam detailing. Consult CertainTeed instructions regarding back -nailing requirements. 6.4.3 For Tile Applications (Flintlastic SA Cap, SA Cap FR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, Sth Edition and Table 1 herein. Exterior Research and Design, I.I.C. Certificate ofAuthariration #9503 Evaluation Report 11610.09.08-R16 FL11288-RlS Revision 16:02/04/2016 Page 8 of 9 F)o TRINrry ERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide; and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or Flintlastic Premium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed published installation requirements.. For use in the applications, reference is made to FRSA/TRI April 2012 04-12) InstallationWanual, 5th Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and 'end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Tile. shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single. layer of Roofers' Select parallel to the eaves, overhanging drip edge by'/: -inch. Overlap ends (vertical laps) at least 4-inch and sides (horizontal laps) at least 2-inch. Offset end laps from course to course at least 67 feet: Apply flat and unwrinkled, fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying.a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter p strip of Roofers' Select along the eaves, overlapping the drip edge by %2-inch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses. up the'roof slope, overlapping the previous course by 19-inch in "shingle -fashion". Overlap ends at least 12 inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type 11). Eaves flashing should be installed to a level of at least,24-inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 6. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Certificate ofAuthori2ation #9503 FL11288-RlS Revision 16: 02/04/2016 Page 9 of 9 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: 16-3420 I, Carl Curtis Hodges hereby acknowledge that I personally inspected ARoof deck nailing and/or Secondary water barrier work at 211 BRADSHAW DRIVE, SANFORD, FL 32771 and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. Signature of .Contractor Carl Curtis Hodges Printed Name of Contractor 1 /18/16 ? Date CCC 042845 License # License Type: General Building Residential hoofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF V r, Sw rn to (or affirmed) and subscribed before me this 12_ day of &a -".A 20 1`L, byL6.11l C- , Whs,!,sF Personally Known to me or has Produced—( e of id tification) as identification. SEAL) Signature of Notary MUc State of Florida LAURALHMES Print/Type/Stamp Na a "1 My F MUMEXWWrAMPIpy32 of Notary Public Bonded nw Notary F%W underwriters 3 THIS INSTRUMENT PREPARED BY: Name: Hodges Brothers Inc. Address: 501 Hanes Avenue Orlando, FL 32805 NOTICE OF COMMENCEMENT j Permit Number 1 U 0 Parcel ID Number: 35-19-30-522-OE00-0130 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 13BLKE COUNTRY CLUB MANOR UNIT 3 PB 12 PG 76 211 BRADSHAW DR SANFORD. FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: MICHAEL E DUKES 211 BRADSHAW DR SANFORD FL 32771 Interest in property: OWNER Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: HODGES BROTHERS INC. Phone Number: 407-650-0013 Address: 501 HAMES AVENUE, ORLANDO, FL 32805 S. SURETY (If applicable, a copy of the payment bond is attached): Name: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. AV yi. k/ m& Signature of Owner or Lessee, or Owners or Lessee's ( nl Name and Provide Signalo s Tifie/OfBce) Authorized Officer)Director/PartnerlMeneger) State of A or-,Lkp', County of r1r 1t The foregoing instrument was acknowledged before me this daro day of n19--< zmba.-- 2_0_ by Name of person making Statement who has produced identificat-lafta type of identification produced: Who is personally known to me OR a y ODIXII 0 FF W orySignafuret EXPIRES. May 3, 2020 Na tlotd TbMN*ly Publk Onfiufwfibrs MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2016134606 BK 8833 Pg 1261; (1pg) E-RECORDED 12/29/2016 10:30:34 AM