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a: i I� b` �- I CITY OF SANFORD MAY 7 3 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: (O — Documented Construction Value: S f j;'300- 00 Job Address: gokLi (,cJ�-I�y2. S( 1+ ral,'r'L. 3'L'1'11 Historic District: Yes [I No4D Parcel ID: oli q - 3 y - S A!3 _ / / %= — 0 0 (o Residential ❑ Commercial@ Type of Work: New ❑ Addition ❑ AlterationL.' Repair fa Demo ❑ Change of Use ❑ Move ❑ Description of Work: _,MJF ^Y Plan Review Contact Person: Ktokutntn 2AA&I Title: 1ftd %y% V�%&S:ft Phone: 321 HNl?,SW Fax: '3(W N14Q23I3' Email:V. 0CdI;Snx�;vu.Q�� Property Owner Information Name _ 4AYV eAA+6 Q�!,,P,v1-$ Phone: Street: °IDI I.)Wt-PAc Resident of property? : Olmqt,, City, State Zip: n,'37,111 Name CIA 1iS RD09aIvlr_- Street: LiW5 COn-.tyY.�LP_IAisiad City, State Zip: UfwkJwA 3-n5 D Name: t4VA Street: City, St, Zip: Bonding Company: N\VX Address: Contractor Information Phone: ?14 WWL30o Fax: I'M !1.I I'L313 State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: MI A 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. �f 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 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 51 1 dg.nad,u.,&.ro%%mcr/A9$9t Date 8!mfA" RdxxfiS Print 0%%mer/Agent's Name Signare f N to •-State of F rids Date WINDY STARTS Notary Publk - Slate of Florida �•V� ,' Commission D FF 937709 M• CCIPm, Fxuiros Mat -6. 2020 Owner/Agent is Personally NAW • to Me or Produced ID D— Type of ID flMt4 US— Il - '130— O Sll�lll� Signatur ofcontr c r gent Dale Print Contrat4or/Agent's Name lorida Dale WENDY STAATS Notary Pubfio • State of Florida Commission * FF 937709 My Comm. Expires Mar 16, 2020 Produced ID Type of I D BELOW IS FOR OFFICE USE ONLY to Me or 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: 23 UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5r57-3,1-141 Revised: June 30, 2015 Permit Application SCPA Parcel View: 25-19-30-5AG-1 IOE-0060 PAPPi�A1SER ex...o�c ooum: rauna. i Parcel Information Page 1 of 2 Property Record Card Parcel: 25.19.30.5AG-110E-0060 Owner: ROBERTS ARNEATHA J Property Address: LOCUST AVE SANFORD, FL 32771 Parcel 25-19-30-5AG-110E-0060 Owner ROBERTS ARNEATHA J Property Address LOCUST AVE SANFORD, FL 32771 Mailing 2136 CHAGALL CIR WEST PALM BEACH, FL 33409-7528 Subdivision Name SANFORD TOWN OF Tax District $1-SANFORD DOR Use Code 11 -STORES GENERAL -ONE STORY Exemptions t Legal Description LOT 6 BLK 11 TR E TOWN OF SANFORD PB 1 PG 56 Taxes j Value Summary Tax Amount without SOH $334.66 2015 Tax Bill Amount $334.66 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working 2015 Certified Stories Values Values Valuation Method : Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value I$8,656 • $8,656 Depreciated EXFT Value t SJWM(Saint Johns Water Management) Land Value (Market) $7,788 $7,788 Land Value Ag $16,444 $0 JusUMarket Value " $16,444 516,444 Portability Adj CANOPY 160.00 Save Our Homes Adj $0 $0 Amendment 1 Adj Depth ISO P&G Adj ISO Iso Assessed Value 1 $16,444 1$16,444 Tax Amount without SOH $334.66 2015 Tax Bill Amount $334.66 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Stories County General Fund $16,444 $0 $16,444 Schools $16,444 $0 $16,444 City Sanford $16,444 $0 $16,444 SJWM(Saint Johns Water Management) $16,444 $0 $16,444 County Bonds $16,444 $0 $16,444 Sales Description Year Buil) ActuallEffective Stories Total SF Description Date Book Page Amount Qualified Vac/Imp ADMINISTRATIVE DEED 8/1/2000 03921 0695 $12,800 No Improved WARRANTY DEED 11/1/1988 02138 0026 $56,000 No Improved Find Comparable Sales 11930 I STUDS Land CANOPY 160.00 Method Frontage Depth Units Units Price Land Value FRONT FOOT d DEPTH 50001 117.00 01 $175.00 $7,788 Building Information A Description Year Buil) ActuallEffective Stories Total SF Ext Wall Adj Value Rept Value Appendages 1 BE 1 748 WOOD SIDING WITH WOOD OR METAL $8,656 536.069 Descnption Area MD/COLUMN 11930 I STUDS I CANOPY 160.00 http://parceidetail.scpafl.org/ParceiDetaillnfo.aspx?PID=2519305AG 11 OE0060 5/9/2016 r - _ Florida's Largest Residential Roofing Specialist! Longwood 321441-2300 Melbourne 321-751-850 COLLIS St.Aug=Hne904$149657 NO w1w.e-00, ILakeland863G825700 m/o6coUtnooNrgoFbcroCiwlied R O O F1 N G ..e f Cf n ms $ �7' 727L IOOFINO CONSULTAPfT/ESTIMA70R ESTIMATOR'S CELL PHONE. 'ROPOSAL PREPARED FOR / / p/ DATE C(O LAME WORK PHONE CELL PHONE �' E-AAIL :RY D STATE ZI / OB LOCATION CRY STATE ZIP 70S INO ROOF CONDITION n L COMPLETE ROOF PREPARATION - SUM= PROVIDED 70 HELP TECT YOU AVOID MISSIES AND TO PROYOUR NOME C_OLLI_S ROOFING SOLUTION M -- O O Financing _ Months game as Cash. _ % APR Manufacturer Warranty PREPARATION Year Full Workmanship Warranty D Prstnspsction with our factory trained Ptolect Mangers. Remove/Replaee ❑ Enhanced Mfr's O cars taken to prefect lame a><tedor. shrubs and landscaping. Warranty � ;Obteln ant Ix>st kM:al pamdts In accordance with local laws SY ;olor Style existing root system a expose deddng. .ustomer Initials M I decld^g rotten andfor deteriorated wood and replace as needed per prizing schedule below. lff Renes roof deck per current codes SOlubon M1 Subtotal $ WOOD REPLAC ENT COSTS: _ Cu r Inttlala CULUS ROOFING SOLUTION Plywood t per 1 deckJng $ — per linear foot Fascia (pindspnas) $Y` (cedar) S --per tineer fool &_!—: Manufacturer Warranty UNDERLAYAIENT D Dry -In with undedaymsnt Year Full Workmanship Warranty Glnstall rubberized teak border waterproof membrane In the following areas. . ] Remove/Replace ❑ Enhanced D Eaves D Skylights O V eye D Vent Pipes Mfr's Warranty OCnimney 0Cdcluft ®'CowSbpe 00" :.olor Style O Install modified biUW In dead valleys and low slope areas. :ustomer Initials FLA INGS Solution R2 Subtotal $ rel color Inch gaiNanlzed or aluminum metal drip edge at eaves 8 rake sops. Customer's Initials FLAT /LOW SLOPE SYS.TiEM Blnstall all new lead pipe boot Oashl gs O Install all new 2e gaups galvanized. pre -toured valley metal. Year Manufacturer Warranty O Insall all new galvanized kltcen andfor bath fan vents. O Replace skylight Year Full Workmanship Warranty VENTILATION O IrgtaD ridge vents • O Shlroe Over O Aluminum .',o1or Style nsWl off ridge vends e O Install other van" e -ustomer Initials Color Customers tnlaafa RIDGE =fat / Low Slopo Subtotal $ O Instal premium high definition ridge (required by manufacturer for enhanced wind coverage) O Install standard ridge IX I I MI OTHERLS ERVICES CLEA"p ❑ ❑ PV ❑Hot D Magnetically sweep lob site O Clean out gutters O Haul away all debris to approved facility Solar Water O Final inspection performed by factory trained Project Manager ❑ Insulation D Release of ken and written warranty provided at time of payment. ❑ Windows The contractor agrees to Commence work hereunder within thirty (30) days after the last to occur of the following: (1) the Contractor has received a notice to proceed from the Owner, and (2) the materials required are available to Contractor. Contractor agrees to prosecute work thereafter to completion and to complete the work within a reasonable time, subject to such delays as is permissible under this contract. All material is guaranteed as specified. All work will be completed according to standard rooting practices. Any alteration or deviation from the above specifications involving extra costs e • e e will be executed only upon written order and will become an extra charge Nem -over and above this agreement. Although we exercise all due caution, we cannot be responsible Solution Number _ $ for cracked driveways, damages from rain, hail, or any act of God. Any leaks due to workmanship and materials occurring during the Guarantee period will be repaired per fat / Low Slope S our written Guarantee. This agreement Constitutes the entire contract by and between Contractor and Owner and the parties are not bound by oral expression or Jther S representation by any parry or agent of either party. The above pricing, specifications and conditions are hereby accepted. You are authorized to do the work as specified. S 50% DRAW DUE AT TIME OF DRY IN INSPECTION FOR JOBS OVER SI5,000 AND rOTAL INVESTMENT $ THE BALANCE OF EACH PHASE DUE AT TIME OF COMPLETION. In case of late payment or default, a charge o1 1.5% per month will apply on all balances over 30 days :ustomer initials old. I agree that if Collis Roofing, Inc. is required to take any action to enforce this contract I shall pay Collis Roofing Inc.'s attorney fees and costs, whether or not a suit is iled. The price quoted for this proposal shall be good for thirty days or for such longer period at the sole option of the Contractor. Contract # 035125 GATE ouarONIEA SlWaTM RECEIlOEi� MAY 2 3 2016 b1l BY: THIS INSTRUMENT PREPARED BY: Name: Katlynn Slaals Address: Collis Roofing Inc. 485 Commerce Way. Longwood, FL 32750 NOTICE OF COMMENCEMENT State of Florida County of Seminole 0111111111111111111111111111111111 ilii NARYANNE HORSE► SENINOL1= COUNTY CLERK OF CINCUIT COURT i'. COMPTROLLER 13K °v692 I•'g 14.58 (INs) CLERK'S T 20160153078 I:ECORDED 015/23/2016 All RECORDING FEES 6101.00 RECORDED RY hdevore Permit Number: Parcel ID Number: 25-19-30-5AG-110E-0060 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 6 BLK 11 TR E TOWN OF SANFORD PB 1 PG 56 GENERAL DESCRIPTION OF IMPROVEMENT: Roof repair OWNER INFORMATION: Name: Arneatha Roberts 23Address. 901 Locust Ave. Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: N/A Address: CONTRACTOR: Name: Collis Roofing Inc. Address: 485 Commerce Way. Longwood, FL 32750 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. log —4 OWner s Siy atu Owner's PrinTed NarKe I1I6_ t_P L= -'0 Florida Statute 713.13(1)(9): The owner must sign ane notice of commencement and no one else maybe permitted to sign in or her stead' MAY 1 12W,- BY State County of,:�YV1ti Aou The foregoing Instrument was acknowledged before me this 119_ day of 201 lip by AYY!•UI4�� 96cel-.S Who Is personally known to me ❑ Name of person making statement OR who has produced identification atype of identification produced: 't r� t- WhYS —"0— IA,4150 ^ 0 WENDY STAATS °t T"E �othf k''.0-.2 NOfUblk -Shteof ilotldAE MORSH�+�.ommlssioll 1! fF o,1I00 NOWUr ry r�Comm -3 My . Evife� MU 16.2020 LER �,r i , �5,.. J4 ^; ,..�` CO FLORI 4~?' �•••N "', t i Ba1010 NelllOnd 1 'E 11 A V a* 2016 l3Y DEPUTY CLERK C City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: O Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. O Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). O A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. O Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State .of Florida (must be submitted with each application if contractor is the applicant). O Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roofpermit application and may not be complete. 71e applicant is required to meet all City of Sanford, state, and federal code requirements. 1 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Ray Henderson an agent of: Collis Roofing, Inc. (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): b The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: SIlq lyl License Holder Name: J. Douglas Lanier State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Seminole CCC058022 The foregoing instrument was acknowledged before me this day of m, 200V I& by J. Douglas Lanier who is M personally known to me or o who has produced identification and who did (did not) take an oath. Signature (Notary Seal) (Rev. 08.12) Print or type name Notary Public - State of _ Commission No. My Commission Expires: as ,.•� : . WENDY STAATS U Notary Public -Stale of Florida Commission r FF 937709 My Comm. Expires Mar 16. 2020 bonded ituouyh National Notary Assn. (Rev. 08.12) Print or type name Notary Public - State of _ Commission No. My Commission Expires: as City of Sanford Roof Permit Application Checklist -All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Offi Building Permit Application completed, signed and notarized. Application must include correct address 7 and complete parcel I.D. number. ACopy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. 011 Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). 1 _ A site specific notarized power of attorney shall be required from the licensed contractor if �T he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). CC:Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). For Re -Roof Permits other than asphalt shingle, wood shake or wood shingle, please provide two (2) copies of Florida Product Approval and Manufacturer Installation Instructions for the roof covering product and the underlayment. Contact person information entered in Naviline? *__;Application forms stamped received and initialed? These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 CITY OF SANFORD BUILDING AND FIRE PREVENTION DMSION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1465 Date: May 26, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: kstaats(Rcollisroofing.com Project Description: Re -roof Job Address: 901 Locust Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected Plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of the manufacturer installation instructions (found within the Florida Product Approval). For installation instructions with multiple systems/tables, please highlight the applicable systems or tables that apply to this site specific job. FBC 107 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. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner Florida Building Code Online RECORD COPY Page 1 of 2 r� Florida Departmentif BcIS Home I too In I user Registration Hot Topics I Submit Surcharge stats B Facts Publications I FBc Starr I SCIS Site Map I Links I search I Busines Pruct App Professi nal 0USER Public Userovalr Regulation ProduQ Approval Menu > Product or Aeolicatbn Sea= > Application List > Application Detail FL # FL2533-1116 Application Type Revision Code Version 2014 Application Status Approved t Comments Archived ❑ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email #16-1465 Category Roofing Subcategory i} -Modified -Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE © Validation Checklist - Hardcopy Received Certificate of Independence 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 Equivalence of Product Standards Certified By fvEVI https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvwelwRF 6 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/04/2016 Date Validated 02/15/2016 Date Pending FBC Approval 02/16/2016 Date Approved 04/12/2016 Summary of Products 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 HVNZ: No FL2533 R16 II 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533- R16,odf Approved for use outside HVNZ: Yes Impact Resistant: N/A Verified By: Robert Niernmen, PE PE -59166 Design Pressure: +N/A/ -630 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R16 AE 2016 02 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R16.odf Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Back Nett Contact Us .. 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487.1824 The state of Florida is an ANEEO employer. Cooyrloht 20074013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall 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 mall. 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 emarls 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: ®®RM E sccuritymirrAicc Now https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHOH... 5/19/2016 V TRINIIYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UOuirr-RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5.6 18 Wood New, Reroof (Tear-OfQ or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear-Ofn or Recover C Mech. Attached Insulation, Bonded Roof Cover 8.9 1D Wood New, Reroof (Tear -Off) or Recover 0 Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 3E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13.15 IE -2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16.17 dFreL4-, YWood[�,a:ewor_Reloof,(Tear;Of�.ErY, r. ,..'_ �F;,':,..,Nori;lr!sulated,-Bo`ndedRoofCo 17• Steel or Conc. New, ReroofNear-Of or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded RoolfCover 18.20 28 Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21.25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover 0 Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26.28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29.36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 56 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SO CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 68 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52.58 78 Various Recover F Non -Insulated, Bonded Roof Cover 58 The following notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with F8C requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or F8C Approval documentation. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: OMG 1114 Roofgrip with Flat Bottom Plate (Accutrac), OMG HO with OMG 3 in. Galvalume Steel Plate, Oekfast 1114 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast 014 Fastener with FlintFast 3' Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. Steel Deck: OMG 1112 or 1114 Roofgrip with Recessed or flat Bottom Plate (Accutrac), OMG 012 Standard or HD with CMG 3 in. Galvalume Steel Plate, Oekfast 1112 or 1114 with Hex Plate or 3' Round Insulation Plate, Trufast OP or HO with Trufast 3' Metal Insulation Plates or FlintFast 012 or 014 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. ➢ Concrete Deck: OMG 014 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HO or CD -10 with CMG 3 Insulation Plate, Trufast HO or CF with Trufast 3' Metal Insulation Plates or FlintFast 014 Fastener wit with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, I.I.C. d/b/a TrinitylERO Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE -59166 in. Galvalume Steel Plate, Dekfast 014 or OekSpike with Hex Plate or 3" Round h FlintFast 3' Insulation Plates. Minimum 1 -inch embedment. Fasteners installed Evaluation Report 3520.03.04-R17 for FL2533-1136 Revision 17: 02/04/2016 Appendix 1, Page 1 of 58 QOTRINITYIERD TABLE IE -2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MOP Base Fasteners Attach Ply Cap No. (See Note 1) (PSI) Min. 19/32 -inch plywood at max 24 -inch spans Min. 23/32 -inch exterior Poly SMS Base; Ultra Poly SBS -SA 12 -Inch o.c. at 4 -inch lap and 36 -inch o.c. in two, , 8P-AASBS- SBS -AA, SBS - SA W -82 grade plywood at max. 24- SMS Base See Note 2 equally spaced, staggered center rows AA, SBS -TA or TA or APP -TA -45.0 inch spans APP -TA Flintfast 3 in. Insulation Plates with (Optional) BP - Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast 012 or 014; Trufast 3' Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, AA, SBS -AA, SBS -AA, SOS - W83 max 24 -inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with OP or HD; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA 97'5 Poly SMS Base; Yosemite in, Round Metal Plates with OMG 014 HD APP -TA W-84 Min. 15/32 -inch plywood at Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6 -inch o.c, at 4 -inch lap and 6 -inch o.c. in three, APP -TA APP -TA -97.5 max 24 -inch spans 414 HD equally spaced, staggered center rows. Glasbase; Flexiglas; Flintlastic Base 20; All Weather / Flintfast 3 in. Insulation Plates with (Optional) BP- W-85 Min. 15/32 -inch plywood at Empire Base; Poly SMS Base; FlintFast 014; Trufast 3" Metal Insulation 8 -inch o.c. at 4 -inch lap and 8 -Inch o.c. at three AA, SBS -AA or SBS -AA or -97.5 max 24 -inch spans Ultra Poly SMS Base; Plates with Trufast HO (3) equally spaced, staggered center rows SBS -TA SOS -TA Yosemite Min. 19/32 -inch plywood at Glasbase; Flexiglas; Flintlastic 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, BP -AA, SBS - 585 -AA, SBS• W 86 max 24 -inch spans Base 20; Poly SMS Base; Ultra See Note 2 equally spaced, staggered center rows AA SBS -TA or TA or APP -TA .105.0 Poly SMS Base; Yosemite APP -TA Min. 19/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 7 -inch o.c. at o in three, 3 -inch lap and 7 -ter W-87 max 24 -inch spans Flintlastic APP Base T 014 HD or Dekfast Hex Plate with Dekfast rnch equally spaced, staggered center rows d, s APP -TA APP -TA -105.0 014 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) BP - Min. 15/32 -inch plywood at FlintFast 012 or 014; Trufast 3" Metal 6 -inch o.c. at 4 -Inch lap and 6 -inch o.c. in four, AA, SOS -AA, S8S•AA, SBS - W88 max 24 -inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with OP or HO; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA 127.5 Poly SMS Base; Yosemite in. Round Metal Plates with OMG 014 HD APP -TA W'-89 Min. 15/32 -Inch plywood at Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, APP -TA APP -TA •127.5 max 24 -inch spans 014 HD equally spaced, staggered center rows. .'R T.M.-_.vM -. 8L � : OOE►1)EC NEW CO S RUCTION o RE OOF (TEA •OFF TY N , NSULATIED, BONOEO ROOF COVER System Deck Roof Cover Primer MOP (ps() No. (See Note 1) Base Ply Cap W-90 Min. 19/32 -inch plywood at max 24 -inch spans 565 -SA FlintPrime orFlintPrime (Optional) SBS -SA SBS -SA 127.5 SA Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R17 for FL2S33-R16 Certificate of Authorization 09503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 17 of 58 ,1 19tlNITi(IERD Table Deck Application Type Description Page lA Wood New or Reroof (Tear -Oil) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5.6 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8.9 10 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10.12 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13.15 IE -2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 4C u __J-AI"nST_�.7o,.""'..-firre".S vInm E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41.44 2A Steel or 28 Steel or Conc. New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover 0 Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Oft) A-1 Bonded Insulation, Bonded Roof Cover 29.36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 3C Concrete New or Reroof (fear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38.39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41.44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 58 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SO CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 68 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover Sl 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-58 78 Various Recover F Non -Insulated, Bonded Roof Cover 58 The following notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHI. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: OMG 414 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 In. Galvalume Steel Plate, Dekfast 414 with Hex Plate or 3' Round Insulation Plate, Trufast NO with Trufast 3" Metal Insulation Plates or FlintFast 414 Fastener with FlintFast 3' Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. D Steel Deck: OMG 412 or 414 Roofgrip with Recessed or flat Bottom Plate (Accutrac), OMG 1112 Standard or NO with OMG 3 in. Galvalume Steel Plate, Dekfast 412 or 414 with Hex Plate or 3' Round Insulation Plate, Trufast OP or HD with Trufast 3' Metal Insulation Plates or FlintFast 412 or 414 Fastener with FlintFast 3' Insulation Plates. Minimum 0.75 -Inch steel penetration and engage the top nute of the steel deck. ➢ Concrete Deck: OMG 414 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CO -10 with OMG 3 in. Gatvalume Steel Plate, Dekfast 414 or OekSpike with Hex Plate or 3" Round Insulation Plate, Trufast NO or CF with Trufast 3' Metal Insulation Plates or FlintFast 414 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturers published installation Instructions. Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1117 for FL2533-1136 Revision 17:02/04/2016 Appendix 1, Page 1 of 58 ,1 0 KINATYIERD TABLE 1E•2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MOP Base Fasteners Attach Ply Cap No. (See Note 1) (psf) W -82 Min. 23/32 -inch exterior grade plywood at max. 24• Poly SMS Base; Ultra Poly See Note 2 12 -inch o.c. at 4 -inch lap and 36 -Inch o.c. in two, BP -AA, SBS - � SBS -TA or SBS -AA' SBS- •45.0' Inch spans SMS Base equally spaced, staggered center rows APP TA TA or APP -TA Glasbase; Flexlglas; Flintlastic Flintfast 3 In. Insulation Plates with (Optional) BP - W -83 Min. 15/32 -Inch plywood at Base 20; Poly SMS Base; Ultra FlintFast 012 or 1114; Trufast 3" Metal 6 -Inch o.c. at 4 -inch lap and 6 -Inch o.c. in three, AA, SBS -AA, SBS -AA, SBS- -97.S max 24 -Inch spans Poly SMS Base; Yosemite Insulation Plates with OP or HD; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA in. Round Metal Plates with OMG 014 HD APP -TA W-84 Min. 15/32 -inch plywood at Flintlastic APP Base T OMG 3 In. Round Metal Plates with OMG 6 -Inch o.c. at 4 -inch lap and 6 -inch o.c. in three, APP -TA APP -TA 97.5 max 24 -Inch spans 014 HO equally spaced, staggered center rows. Glasbase; Flexlglas; FIIntlastic Min. 15/32•(nch plywood at Base 20; All Weather / Flintfast 3 in. Insulation Plates with 8 inch o.c. at 4 -inch lap and 8 -inch o.c. at three (Optional) BP- SBS -'v1 °f W 85 max 24 -inch spans Empire Base; Poly SMS Base; FlintFast 014; Trufast 3" Metal Insulation (3) equally spaced, staggered center rows AA SBS -AA or SBS.TA -97.5 Ultra Poly SMS Base; Plates with Trufast HD SBS -TA Yosemite Min. 19/32 -Inch plywood at Glasbase; Flexiglas; Flintlastic 7 -Inch o.c. at 3 -Inch lap and 7 -inch o.c. in three, BP -AA' SBS- SOS -AA, SBS - W -86 max 24 -Inch spans Base 20; Poly SMS Base; Ultra See Note 2 equally spaced, staggered center rows AA, SBS -TA or TA or APP -TA •105.0 Poly SMS Base; Yosemite APP -TA Min. 19/32-i plywood at OMG 3 in. Round Metal Plates with OMG o.c. at 3 -inch lap and 7 -Inch o in three, W-87 max 24 -inch spans spa Flintlastic APP Base T 014 HO or Oekfast Hex Plate with Dekfast equally equally spaced, staggered center rows s APP -TA APP -TA •105.0 014 Flintfast 3 In. Insulation Plates with (Optional) 8P - Min. 15/32 -Inch plywood at Glasbase; Flexlglas; Flintlastic Flintfast 012 or 014; Trufast 3' Metal 6 -Inch o.c. at 4 -inch lap and 6 -Inch o.c. in four, AA, SBS -AA, SBS -AA, SBS- W -88 max 244nch spans Base 20, Poly SMS Base; Ultra Insulation Plates with OP or H0; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA .127.5 Poly SMS Base; Yosemite in. Round Metal Plates with OMG 014 HD APP -TA Min. 15/32 -Inch plywood at OMG 3 In, Round Metal Plates with OMG 6 -inch o.c. at 4 -Inch lap and 6 -inch o.c. in four, W-89 max 24 -Inch spans Flintlastic APP Base T 014 HO equally spaced, staggered center rows. APP -TA APP -TA 127.5 M091!10 1111 WOOD DECKS —NEW GONS 10ATION oR RE�COVER STEM TYPE F.: NQN_INSULAT.EQ, BONDED RU System No. Deck (See Note 1) Primer Roof Cover MOP (psf) Base Ply Cap W-90 Min. 19/32 -inch plywood at max 24 -inch spans FlintPrlme orFlintPrime SA 585 -SA (Optional) SBS -SA SBS -SA 127.5 Exterior Research and Design, I.I.C. d/b/a Trinity(ERO Evaluation Report 3520.03.04-R17 for FL2533-R16 Certificate of Authorization 09503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 17 of 58 Florida Building Code Online 4 RECORD COPY Page 1 of 2 PbrWDpMWtd SCIS Home I Log In I User Registration trot Topics I Submit Surcharge Slats S Facts Publications I FSC staff I SCIS Site Map I Lmits I search I Busiines Professi I *USER:product Approval Public User Regulation Product Approval Menu > Product or Aooliration 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 FL5444-R9 Revision 2014 Approved 0 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 I Asphalt Shingles #16- 1465 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevlch, PE 10 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5444 R9 COI 2016 01 COI Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 Equivalence of Product Standards Certified By � EGE IV -; Sections from the Code MAY 2 3 2016 „ BY, _ql_�21 https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQxvtDgtah 1 g07CSsoycOrl2... 5/20/2016 Florida Building Code Online ., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/16/2016 02/16/2016 02/17/2016 04/12/2016 Page 2 of 2 FL tt Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and a►ehitectUral asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R9 11 2016 02 FINAL ER CERTAINTEED Asphalt Shinole FL5444-R9.odf 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 R9 AE 2016 02 FINAL ER CERTAINTEED Asohalt Shingle FL5444-R9.Ddf Created by Independent Third Party: Yes Bock Hex Contact Us .: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Coovdaht 2007-2013 State of Florida.: • Privacy Statement :. AcrEssibility 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 traditbnal mall. 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 or they have one. The emacs 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 an 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, https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtah 1 g07CSsoycOrl2... 5/20/2016 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1110 FL5444-R9 Date of Issuance: 09/22/2005 Revision 10: 02/16/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LASEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 o> sw The facsimile seal appearing was authorized by Robert Nkminen, i ,, :� ,•' P.E. on 01/16/2016. This does not serve as an electronically signed >l� �•`� document. Signed, sealed hardcoples have been transmitted to the "r•� Product Approval Administrator and to the named client 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. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Eniibt Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3162 03CA12702 05/27/2003 UL(TST 1740) ASTM D3162 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 0SNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 1OCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20"', XTTM 25, XT'" 30 and XTI 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle®, Centennial Slate'", Grand Manor Shangle•, Landmark'", Landmark' IR, landmark'" Pro, Landmark'" Premium, Landmark"" TL, Landmark' Solaris and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05.1110 Cerfi leote of AuMorkoUon #9503 FL5444-R9 Revision 10: 02/16/2016 Page 2 of 12 QO TRINITY I ERD 4.4 Presidential Shake'", Presidential Shake" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras', Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V„It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 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 roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'"') exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 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 the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Exterior Research and Design, LIC. Evaluation Report 3532.09.05-R10 Certtpcote of AuMorkation #9503 FI.5444-R9 Revision 10: 02/16/2016 Page 3 of 12 6.2.1 6.2.2 6.3 6.3.1 6.3.1.1 QOTRINITYIERD Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20". X" 25, XT"* 30, X7w 30 IR: LOW AND STANDARD SLOPE ENGLISH 1r 121' 12" (305 mm) —(305 mm) (305 mn) 1" (25 mm) _Sealant 1'-(251 _M! (25mm} 5 s/a" (145 mm) 1 5 tl,?"!or Abiavod P(anr T METRIC -1"(25 mm) _Sealant V(25mm)-�{ 61/8" T Figure 113: Usefour nailsfor ew7firdi sbinglo. Hip & Ridge: Cut Shingles V. (25 r=11- I �' 2 (50 nm)Remove` 11 11 jl 17 fi � — — � Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11.24: Cul tales, Men Erin bock to make cap sbin& (b'ngllsb dhmmi ma sba m). STEEP SLOPE Use four nulls and sir spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASW D4586 Type II Is suggested. --- -------- I Roollny Cement Apply 1"(25 mm) spots of asphalt tooling cement under each lab corner. Figure 11.4: Usefour naps rind sir spots Q/aspbaU cement on steep slopes 'CAUTION: Excessive use of roofing cement can cause shingles to blister. 2" (305 Fast` ` oda` (125 mm) _ �� Sebes `6l 5510 � Shy �ar�l ��`51�mo�No`,µpOev Figure Il -2S: halaaWion of caps rdong Ibe bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Certificate of Authorization #9S03 Evaluation Report 3532.09.OS-R10 FL5444-R9 Revision 10:02/16/2016 Page 4 of 12 6.3.2 6.3.2.1 0 V TRINIIYIERD Carriaae House Shanale®. Centennial SlateT" and Grand Manor Shanale®: STEEP SIOPE LOW AND STANDARD SLOPE Use five nags for every full Shangle. 1-125 MM) 5 8�8 (18 mm) 0 Figure 17-4- Use fere nails joy ecrryfug Grand Alanor Sbangfc, Carriage Horse Sbangfe, or Centennial State Hip & Ridge: Shangle* Ridge Flgtme 17-18.Sbangle• Ridge. Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cLment for every full Carriage (louse Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle (Figure 17.5). Asphalt roofing cement minting ASTM D45861�pe II is suggested. t(38 mm) t.. of Ion t.. i�-(25 mm) I (25 ran) � (t6�iron)lt � - (220—) V. (25 mm)) 110011np Cement Figure 17.5: IPben Installing Grand AtenorSbangler on sleep slopes, use seven nalls and Ibrre spots ofespbalr rmflrrg cement. 18' Exposure Remove tape from the right side g' and fasten SECOND Fasten the f .� left side 85/8 RIGHT FIRST LEFT Figure I7-19.- Installation ofSbangle® Ridge sbingles on blps and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05.1110 CertiJleate o1 AuMortmtton #9503 FL5444-R9 Revision 10: 02/16/2016 Page 5 of 12 TRINITY I ERD 6.3.3 Landmark'. Landmark— IR. Landmark— Pro (formerly Landmark- Plus). Landmark— Premium, Landmark' TL, Landmark" Solaris, Landmark" Solaris IR, NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4' 12" lin' Nailabic Alen LANDMARK TL WX 13" 13'/2" ,--(343 mm) --►--(330 mm)—j--(343 mm)_1 --1" (25 mm) 1" (25 mm) --I Figwe 13.4: Use four nails for (1w) -fill sbin#e. NorthGate: WOE ►fUM tr u 314• it AREA�- (305 mm) (375 mm) —1— (305 mo) f T (25 n) Nft"� m T (25 am)- Nslt% tuns for lair and stsnbrd WWn (kam 2:12 to 21:12) 1$1 between upper &bast lass ea steer atim STEEP SLOPE Use six nails and four spots of asphah roofing cement for eeery full laminated shingle. see below. Asphalt roofing cement should meet &%TM D45861jrpe It. Apply I' spots of asphalt roofing cement undo each comer and :1t about 12" to 13" in from each edge. METRIC DIMENSIONS - 12" 14'/4" 17'— (305 mm) 1 (375 mm) 1 (305 mm) ;-1"(25 mm) Release Tape 1"(25 mm)-►' Nail Asea Pot Sleep (25 mm)1 - - - - (25 mm Roolina Cement Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 CertiJlcate of Authorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 6 of 12 1--(305 mm) --I--(375 mm)—I—(305 mm)- i esrr�ne wrre�err• 1--1" (25 mm) Rej. Tape ..�.a,.aw�s 1" (25 mm) -~I r LANDMARK TL WX 13" 13'/2" ,--(343 mm) --►--(330 mm)—j--(343 mm)_1 --1" (25 mm) 1" (25 mm) --I Figwe 13.4: Use four nails for (1w) -fill sbin#e. NorthGate: WOE ►fUM tr u 314• it AREA�- (305 mm) (375 mm) —1— (305 mo) f T (25 n) Nft"� m T (25 am)- Nslt% tuns for lair and stsnbrd WWn (kam 2:12 to 21:12) 1$1 between upper &bast lass ea steer atim STEEP SLOPE Use six nails and four spots of asphah roofing cement for eeery full laminated shingle. see below. Asphalt roofing cement should meet &%TM D45861jrpe It. Apply I' spots of asphalt roofing cement undo each comer and :1t about 12" to 13" in from each edge. METRIC DIMENSIONS - 12" 14'/4" 17'— (305 mm) 1 (375 mm) 1 (305 mm) ;-1"(25 mm) Release Tape 1"(25 mm)-►' Nail Asea Pot Sleep (25 mm)1 - - - - (25 mm Roolina Cement Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 CertiJlcate of Authorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 6 of 12 LANDMARK TL -13t /2" 13" 131/2'—' (343 mm) (330 mm) (343 mm) 1+-1"(25 mm)1 1 1 "(25 mm) -*J (25 mm) ---- Cement Figure 13-5.- Use six nails and four spots of asphalt roofing cement on sleep slopes NorthGate: STEEP SLOPE I. NAILING AREA I r 12' 14-314' +-1.. (25 mm) 12' Willing areas for steep slopes (greater than 21:12) and "StormMalling" Nall between lower 2 nal Ines as shorn above. 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge" or NothGate Accessory Figure 13-16: Sbadoro Ridge acmory sbingles detach easily from tbree-place units to make 72 Individual cap pieces. IT (305mm) (150mm) (150mm) Notch for Centering (305rnm) Notches for Alipnmer4 to Lthe Top Edge o1 the Prevbus 7' \---/ —1 Cap for Y (125mm) Exposure English Dimension Shadow Ridge"' Exterior Research and Design, I.I.C. Certificate of Authorization #9503 QOTRINITYIERD WFIC Dimension Shadow Ridge"' Evaluation Report 3532.09.05-R10 FL5444-R9 Revision 20:02/16/2016 Page 7 of 12 97/9• (250mm) 415/le--+--:4l5/1G-- 15/l 415/16(125mm) (125mm) I (125mm) t Notch for Centering \ % 07M 137mm) Notches for Alipnmerd to Top Edge Previous 75/9' of the (1m m) Lthe Cap for 55N(141mm)6(posure \---/ —1 WFIC Dimension Shadow Ridge"' Evaluation Report 3532.09.05-R10 FL5444-R9 Revision 20:02/16/2016 Page 7 of 12 QoTRINITYIERD 13 1B" /r..,e,,��� ' r—(333 mm)—► II 169 mm (168M M 13114'} (337 mm) ` Align ftse T I I j Centering C4P� 10p 7515 131/4' `�aignu,oso/ Notch Vgvleus tourgg (184 mm) (337 mm I \— j I MOM top(194 ) edge dge of o1 previous course. NorthGate Ridge NorthGate Accessory (301 * Laying Notch I 5, figure 13.2&. Use kung nokbes to center sbhtgles on blps and ridges, and to locale The correcl esposure: Note: For ASTM D3161 - Class F of Shadow Ridge"", use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest"", Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-R10 Certftate of Authorization #9503 FL5444-119 Revision 30: 02/16/2016 Page 8 of 12 QoTmNITYIERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. Nena.earp.m+aiv. 114-�' 1(102 (g mnq � 1. T mm1 11' L— (tgmm) 1'— t' _ (JS mml Dab of asphal I catnep between t. u�Hs (25 mm) 6.3.4 Presidential Shake'". Presidential Shake'" IR. Presidential Shake TL'". Presidential Solarisl: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use Ove nails for each full Presidential For steep stapes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt tooling cement under each shingle tab. After applying S nails in between the nailing guide Ones, apply 4 natls 1' NaBing ;. 40' above tab cutouts maldng certain tabs of overlying shingle corer nails Guide tines (1016 mm) (133 nun) n) . . . . 141/4' I i ) (36i 38mmmm) NOTE: Apply nails on painted guideline. 1 Foo i".. Faoming ftsidcmuaiand Prexi&nad TL stake skingtat on tots and standand stopat 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY — T 1' diameter asphalt roofing cement I/ Figure 16.7.• FwtenkW Preskfima t and Aesldendat r/L $bake sbingk s on Ou p siop- Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12'; Portland, OR produces 97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10 Certificate of AmMorimtion M03 FL5444-R9 Revision 10:02/16/2016 Page 9 of 12 6.3.5 Hatteras'"' LOW STANDARD AND STEEP SLOPE: 6.3.5.1 6.3.5.2 iisum ISd: raslning 1/naerns361igles on Low aid Slaidard 1Topes For bnc and slandanl slopes, use Oce nails for each full lLvteras shingle as Own abmc. Hip & Ridge, Option 1: Accessory for Hatteras i 1 I I I QOTRINITYIERD n im IS -l: AMerlgMthmrSb OW oo" am For steep slopes, use fne nails and eight spas of asphalt roofing cement foresch log Hatteras shlagle as shMn abme. Apply 1' Matra) diameter spas of roofing cement (AST41 D 458611pe 11 suggested) under each tab corner. Press shingle Into place, do as expose cement. CAMION: Too much rooMg cement can cause shingles to blister. Figure 15-14: 181hrt piece units separate to make 54 Hatteras Aw ssory shingles Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Hip & Ridge, Option 2: Cut Hatteras Shingles G9.. fnm) I I I I I I I -----�----I--- 113„ -- -------- Cap Cap Cap Cap Shingle Shingle Shingle140MM) Shingle Figure 15-20.* cut Hatteras sbingles to mike cover cap. g�18'(A60 mm)r►i �o�h (203 mm) a 125 F(Rure 15-21: Installation of caps along hips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-111130 Cerci bate of AuMorfmnon #9S03 FtS444-R9 Revision 10:02/16/2016 Page 10 of 12 6.3.6 Highland Slate', Highland Slate' IR: LOW AND STANDARD SLOPE: 6.3.6.1 6.3.7 7. LABELING: (M-4 I am." 1 00-0 Miod•eade rquirn SIX nab (tae rib P (ZS Irst0lod over t Wer CA W ae tlnom} Figure 11.3: Use R)T nai& jbr every Hlgblmui Siete sbtngtd: QOTRINITYIERD STEEP SLOPE: Use FIVE nails and RIGIIT spot% of asphalt roofing cement* for each full highland Slate shingle. For MIamLDade, SIX mals are required. Apply 1' diameter spots of asphalt roofing cement under each lab comer. Asphalt roofing cement meeting AMI D4586 Type Il Is suggested. IAominade regwu SIX fth (taro rob tabled onr Mtv aAo,A as dose► Figure 11.3A Use FIVE nails and e4&ValsojaspbalJ roafing ceuneut under eacb fab corner 'CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'" hip and ridge shingles. Patriot': LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle loaded as shown below. Use FOUR nail% and four spots of asphalt noting cement for every full shingle as shown below. Asphalt roofing cement meeting A%ri%l IA586 Typo II is suggoacd. Apply 1'('15 mm) slots of asphalt roofing Salsa cemenl a% shown. i _ ! CAUTION: Excessive use of roofing cement can muse shingles to blister. (1511 IIn) M-4 find M3M 1 1 i•laea�► - - - - - - ; psmY'' (ISs�N I •_ O O O Rootloo Camera ~f m �� 4 %marl Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow Ridge'", NorthGate or Shangle Ridge' hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. Exterior Research and Design, I.I.C. Certificate of AuMorkrotlon #9S03 Evaluation Report 3532.09.05-R10 FL5444-R9 Revision 10:02/16/2016 Page 11 of 12 QOTRINITYIERD S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certykote of Authadiation #9S03 FLS444-R9 Revision 10: 02/16/2016 Page 12 of 12 CITY OF SANFORD BUILDING SERVICES f Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: I4, M U 5- I, 'hN,,&S LA+_%; t,,i hereby acknowledge that I personally inspected Goof deck nailing and/or eSecondary water barrier work at �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. Signatur of C tractor AS LAA-Vily Printed NaMe of Contractor s)3l J I to Date CC Cu'S8o22 License # License Type: 0 General 0 Building 0 ResidentialM�Roofing Contractor 0 or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF ' ^OU Sworn to (or affirmed) and subscribed before me this 91 day of MLA4 , 20 Ito , by i , who iersonally Known to me or has 0 Produced (type of i e ificati n) as identification. (SEAL) Signature of otary Public State of Florida sum Print/Type/St mp NameaA0r10' C 0 FFLWM of Notary Public' %�*Co w. *M Wr ts.2020 ••...,.�MIMo�trelrltMhryaun. Revised.- February 2015