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200 W 15 St; 18-3542; DAMAGE REPAIRtiORb • U BUILDING DIVISION SST. ,1sin Job Address: 2 n U C) ( 5 PERMIT APPLICATION Application No: / Documented Construction Value: $ 4 S con Z 7 7 Historic District: Yes No Parcel ID: ' l a 5 ° 2-- `'"o O$U Residential [I Commercial Type of Work: New Addition I 1Alteration Repair Demo Change of Use Move VDescriptionofWork: S -e- kl S ^ t ,5 ell-- z4t /YS Plan Review Contact Person: u ( `v1 f l e Title: Phone: -2 V7 " G 3 Fax: Email: , .K . 0. Atle Property Owner Information Name • c F K c.K J<1 L S t n Phone: Street: `t- o 0 G). 1 5- Resident of property? City, State Zip: l r` ' 3 2- 7 Contractor Information Name ,r '` y t n S 7 3k c r. S G CC Phone: y'y 7- L >6 -D 2 Cj Street: `fS U U 3 G Fax: t( 6 City, State Zip: ox 1.J" " C 3 -& t State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be'performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. D9 4? FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements ofFlorida 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 ofsubmittal. 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 ofOwner/Agent Print Owner/Agent's Name Date Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 9 is Signature of Contractor/eyti—, Date Print Contractor/Ageynt's Name' 0 JnL/7J N, _--- A — Gv—/8 Notary Public State of Florida N> Qf Commission # GG 060623 Or F• My Comm. Expires Jan 16, 2018P nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0Electrical Mechanical Plumbing Gas _Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: !.23.UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes []No WASTE WATER: BUILDING: 5F 9. 1 ' 1 S i F Sui3 PF-P-M IT pwui2e, D AU,I01 CITY OF SANFORD BUILDING & FIRE PREVENTION6" PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 200 W 15 th S t , Sanford 32771 Historic District: Yes No Parcel ID: 36-19-30-502-0000-0080 Zoning: Description of Work: ' ,e Tn L>1 v;, ',rrOq'L p& Plan Review Contact Person: I 'ir• Title: Phone: i17-637: kYix,. Fax: E-mail: fir, o Mo.ll e Property Owner Information Name Patrick & Kendall Story Phone: Street: 200 W 15 th St Resident of property? City, State Zip: Sanford, FL 32771 Name Quality First Builders, LLC Street: 4500 36th Street City, State Zip: Orlando, FL 32811 Contractor Information Phone: 407-236-0920 Fax: 407-236-0135 State License No.: Architect/Engineer Information Name: RPI Design Studio Phone: 407-286-2986 Street: 8810 Commodity Circle Fax: 407-286-2990 City, St, Zip: Orlando, FL 32819 E-mail: Bonding Company: Address: Building Permit W Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: CGC037491 Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018095587 Book:9195 Page:521; (1 PAGES) RCD: 8/20/2018 10:23:08 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Quality First Builders, LLC Address: 4500 36th Street Orlando, FL 32811 NOTICE OF COMMENCEMENT Permit Number: mot --_ 4. {. i { 4 `{ n { lt-yam. BY® DEPUTY CLtRK Date Parcel ID Number: 36-19-30-502-0000-0080 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 8 & E 1/2 of St ADJ on W GC Keeley Add to Sanford PB 2 PG 86, 200 W 15th Street 2. GENERAL DESCRIPTION OF IMPROVEMENT: Repairs due to Lightning damage 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address. Patrick & Kendall Story, 200 W 15th Street, Sanford, FL 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: N/A Address: 0 4. CONTRACTOR: Name: Quality First Builders, LLC Phone Number: 407-236-0920 Address: 4500 36th Street, Orlando, FL 32811 S. SURETY (Ifapplicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: N/A 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. Name: N/A Phone Number: 8. In addition, Owner designates N/A 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief. Sign er or Lessee, orOwner's or Lessee's (Print Name and Pro de Signatory'sTitleJOrrice) rAuthod ed-r/Directer(PartnedManager) State of T: ZZ) l A Q . Countyof C The foregoing instrument was acknowledged before me this day of 20 by Gt`- cltc 2=aieWho is personal y known tome OR Name of perso 3 kI statement r who has produced identiflcatiort type of Identification produced: 7` L— &O ©''6 ? " gar 21?•g f x dye, BEIINDA ASMNXLE Notary Public - State of Florida ( p jCommissio q GG 2119211%t 4 ( orMyComrK'Expires May 17, 2022 Bonded through Nationai Notary Assn. Notary Signature REQUIRED INSPECTION SEQUENCE irn cr n 7 11 i 377 L Y1GNG P) PJMI iT j 1 1llIIIl Max Inns ectio , ]1DescIl'll >tll®IlIl Footer / Setback Remwall Foundation / Form Board. Survey Slab !Mono Slab Pre our Lintel / Tic Beam / Fill / Down Cell Sheathing '— Walls Sheathing ' Roof RoofDry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins edtion Final Solar Final Roof ; Final Stucco /,Siding Insulation Final Final Utility Building - Final Door Final WindQw- Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building Other Min Max Inspection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min L' 4«+ S"YT +! ^ Cdl yf', .j.t , }'. tr. K lW.'.t.,Yn('f .L•K 17H .1v1r' i lZiTi(w¢ r} fi 9 `S*^' 'T SSty, •'in''j}'A'x ^ "'7J3.-,^1i ; T, Y°Gi ° `+%W Y ; ' Max-I[n ectionn Descri2tionn Plumbing Underground Plumbing Sewer ; Plumbing Tub Set Plumbing Final je'vo F /r Minn Maxi Innseetionn Descn•nRtionn Mechanical Rough Mechanical. Final Mann I Max Gas Undc Gas Rou€ Gas Final 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 08082Dfg Sign a of r ent Date Lid Print Owner/Agent's Name yr'v e:, BELINDAASHANKLE Notary Public - State of Florida o: Commission N GG 211928 oft p` My Comm. Expires May 17, 202251 Bonded through National Notary Assn_ Owner/Agent is ersonally Known to Me or Produced ID Type of ID 1) i.— APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Contractor/Agent Date I a 6&:6, Print Contractor/Agent's Name 9/y by ixy Pua BELINDA A SHANKLE W4 Notary Public - State of Florida i o. Commission y GG 211928 My Comm. Expires May 17, 2022 Bonded through Nation#KNotary Assn. Contractor/Agent is \/ Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 7773 FB Property Restoration WATER I FIRE I MOLD I WIND License # CGC037491 LIMITED POWER OF ATTORNEY I, John F. Burket, hereby authorize ;Z W,`]'iN, QpgA1( , w'lo,A {%tr to obtain a permit for the following: Lot 9 Subdivision Address Y o o Vd- 1 jn 1-t 3 Z7 7 Parcel ID 3 (,- 19 bo o 0 Owner of Property G,l- Ij Address 2- \D V/ I ,rL , -S) If 5 --R , Fbs ck IZ 3 L7 -7 J ohn F. Burket, President Quality First Builders, LLC Sworn to and subscribed to me this day of 2018 b > Y John F. Burket who is personally known to me and who did'ftake an oath. i . f„8c kn Notary BELINDA A SHANKLE Notary Public - State of Floridao' Commission # GG 211928 My Comm. Expires May 17, 2022 Bonded through National Notary Assn. toll free 1-888-385-1527 • fax 407-236-0135 9 infoQQFBuilders.com • www.QFBuilders.com • 4500 36'h Street Orlando, FL 32811 Property Record Card Parcel: 36-19-30-502-0000-0080 Property Address: 200 W 15TH ST SANFORD, FL 32771 Legal Description 2 LOT 8 & E 1/2 OF ST ADJ ON W G C KEELEYS ADD TO SANFORD PB 2 PG 86 Taxes Taxing Authority ;, . ssAessment Value Exempt Values Taxable Value County General Fund 1 $209,157 1 50,000 159,157 lsSchoo 209,157 25,000 184,157 City Sanford 209,157 ! 50,000 159,157 SJWM(Saint Johns Water Management) 209,157 50,000 159,157 County Bonds 209,157 l 50,000 159,157 Sales ,. De'scriptiori Date V Book Page Amount - Qualified Vac/Imp WARRANTY DEED 4/1I2016 08670 l 1537 231,900 Yes i Improved SPECIAL WARRANTY DEED 11/1/2015 08621 0382 92,500 No Improved CORRECTIVE DEED 11/1/2015 08623 1476 100 I IN Improved CERTIFICATE OF TITLE 2/1/2015 08411 1374 100 I No 1 Improved WARRANTY DEED 7/1/1995 02948 0348 83,000 Yes Improved WARRANTY DEED 9/1/1992 02489 l 0218 83,000 Yes Improved WARRANTY DEED 4/1/1987 01835 1354 70 000 Yes Improved WARRANTY DEED 1/1/1976 01090 0200 4- 21 000 Yes Improved WARRANTY DEED 1/1/1973 01000 1935 20,000 { Yes Improved Land S ' Method Frontage Depth' Units Units Price ` Land Value FRONT FOOT & DEPTH 1 178.00 i 155.00 1 0 300.00 i $56,070 r " '"" k y`V rt sv''y{ aaaaAArmB rof ° .. F . a Business S Professwnal Regulation-% • • 4ll i , pot "WA ABOU\'66PR OBPltmvlsltlN3 •CONtACf.00 PR Product Approval p USER: Public User Ii.;4, N:,, i. V... Product Approval Menu > Product or Application 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-R12 Revision 2017 Approved CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles 4;0tLDI/1/c SANFORD 18-3542 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL5444 R12 COI 2017 01 COI Nieminen pdf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation InstructionsApprovedforuseinHVHZ: No FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALTApprovedforuseoutsideHVHZ: Yes SHINGLES FL5444-R12 DdfImpactResistant: N/A Verified By: Robert Nieminen, PE PE-59166DesignPressure: N/A Created by Independent Third Party: YesOther: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERT INTEED ASPHALT SHINGLES FL5444-RI2 Ddf Created by Independent Third Party: Yes Back Hex' Contact Us :: 2601 Blair Stone Road TaIlahass FL 323 9 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 electronicmailtothisentity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 personaladdress, 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: IMP ® ® e0= Credit Card Safe TRINITY1 ERD EVALUATION REPORT a.ertaln i eea Lorporatlon 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH St DESIGN, I.I.C. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted hereinandFBC1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017, This does not serve as an electronically signed document. 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 ordistributingproductsitevaluates. 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 forwhichtheevaluationreportsarebeingissued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of theproduct. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retainedspecificallyforthatpurpose. C TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6eh Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year1507.2.5, R905.2.4 Physical Properties ASTM D3462 20101507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 20161507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 I REFERENCES: Entity Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998UL(TST 1740) ASTM D3161 99NK26506 11/23/1999UL(TST 1740) ASTM D3161 03CA12702 05/27/2003UL (TST 1740) ASTM D3161 03CA12702 06/16/2003UL(TST 1740) ASTM D3161 03NK29847 10/03/2003UL(TST 1740) ASTM D3161 04CA11329 05/24/2004UL (TST 1740) ASTM D3161 04CA32986 12/03/2004UL(TST 1740) ASTM D3161 05NK07049 04/15/2005UL (TST 1740) ASTM D3161 05NK16778 05/12/2005UL(TST 1740) ASTM D3161 05CA16778 05/12/2005UL (TST 1740) ASTM D3161 05NK14836 05/22/2005UL (TST 1740) ASTM D3161 05NK22800 06/22/2005UL (TST 1740) ASTM D3462 R684 09/21/2005UL(TST 1740) ASTM D7158 05NK08037 06/28/2006UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009UL (TST 1740) ASTM D3462 10CA41303 10/07/2010UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010UL (TST 1740) ASTM D7158 10CA41303 10/27/2010UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013ULLLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTMD3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462478738035710/13/2016 ULLLC (TST 9628) ASTM D7158 478738035711/08/2016 ULLLC (TST 9628) ASTM D3161 47873803S7 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158478758642701/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532. 09.05-R13 Certificate of Authorization N9503 6'" EDITION (2017) FBCNON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 2 of 12 RINITY I ERD 4. PRODUCT DESCRIPTION: T 4.1 CT201-, XT` 25, XTT"" 30 and XTT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'"", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'"', Landmark' IR, Landmark" Pro, Landmark*" Premium, Landmark TM TL, Landmark'", Solaris and LandmarkTM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake", Presidential Shaker" IR, Presidential Shake TLI and Presidential SolarisTm are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras*", Highland SlateT"" and Highland Slate TM 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 Ridger'", Shadow RidgeTm, Cedar CreStTM, Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hipandridgeinstallation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 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 Va,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 Vasd =150 mph (Valt = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential5olarisTm) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasa = 150 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate afAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 J TRINITY 1 ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 q2- dTM; A 1XT-_ 25r Ak 1 M 3Or LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" mm) 305 mm) nmm)( 305 Selant 1"(25mm) i51 s/s" (145 mm) 5 i& foi NorwoodPlant METRIC _ 131/B" — . 1311B" 131/8" 1"(25mm) Sealant 1"(25mm)y 6 i/8„ T Figure 11-3; Usefour nails for every full sbingie. Use four nails and six spots of asphalt roofing cement' for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I - Roafing Cement Apply 1 " (25 mm) spots of asphalt roofing cement under each tab corner. Figure I1-4: Usefour nails and stxspots ofaspbali temerit on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridt3e for CT20TM XTTM 25 XTTM 30 XT" 30 IR: Cut Shingles 251mrm I I+ I+ 2" (50 mm) -Remove-.— I Remove j jllfl Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11-24. Cut tabs, then trim back to make asp shingles En&b dimensions sboum), 5—..,_ 12" (305 m1m)•-- 4 Fgoh 125 mm) Sael Smml Figure I1-25: Installatton ofcaps along the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiT""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33CertificateofAuthori:ation#9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every fill shingle located as shown below. Nail Line Nail Nail Lire 1" (25 mm) V (25 mm) — Figure 2: U.ce si.v uails,lbr euelrpfull shingle. l TRINITY IERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for even hill shingle as shown helow. Apph, asphalt roofing cement 1"(25 mn)) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type 11 is suggested. Hip & Ridge for Arcadia'": Cedar CrestTm, Cedar CrestM IR f 1' (25 mm) 1(25 mm) — -.— Figure 3: Vse six nails ,n,df,ur spots ofasyhall roofing cement on steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPiT" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 203 mm) (306 ore) I_ PX,.Sure ' mm L219 m Hand -sealing adhesive 114" — 4 314" It- 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33CertificateofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 5 of 12 6.6 A' 06 mm) Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Additional nails it required. JTRINITY i ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement*' for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. 5(6' 116 rrrrn) 1' (25 mm)-----_— _. Rooling U,-Wl-.._-....._....__ 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'"' or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge 12' 18• Exposure Remove tape 1 • from the right side g•,I and fasten SECOND Fasten theme Remove left side ;5/8'Zj RIGHT This Tape FIRST LEFT Figure 17-19: Installation ofShangle® Ridge shingles Figure 17-18: Sharrgle" Ridge on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13CertificateofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 LOW AND STANDARD SLOPE Use five nails for every full Shingle. t , h (25 mm) 1.( 25 mm) 5/8" 16 mm) (2201mm) Figure 17-4: f/sefftr nailsfor ew), fi ft Grand Alanor Sbangle. rnr(age 11ouse Sbangle, or Centennial Stale. 11- 1,1TRINITY1 ERD STEEP SLOPE Ise seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Ilse five nails and three slots of asphalt roofing cement for every full Carriage House Shingle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASrM D45861}pe 11 is suggested. 16mm)LI 1" Sle" s 38 mm) or less 25 `mm) mm) 25 mm) Roofing Corneal AWOV 17,5: When 6astaUing GrandAlanor ,Shangles on sleep slopes, seven nails and lbree spots sfaspball roofing cement. 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK'"', LAN[MARK'"" IR, IANDMARK'm PRO, LANDMARK''w PREMIUM, LANDMARK*"" TL, LANDMARK'"" SQLAR i LANI)MARKr"" $OLARIS IRr NORTHGATEt ° LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm)— r—(375 mm)— —(305 mm) 1" (25mm) Relea a Tape > 1" (25 mm) Itt/7. NailableT Atea WIDE NAILING AREA LAr1UMAKK IL 131/2" 131, 13t/2" 1--(343 mm)— —(330 mm)—--(343 mm)—1 1"(25mm) 1" (25 mm)— EffM7" Fignrr 13•4: (!sefour nailsfor ever) jellshingle. NorthGate: Nailing areas for low and standard slopas (horn 2:12 to 21:12) Nall bemw upper d lower Ines asshown above. Exterior Research and Design, LLC, Evaluation Report 3532.09.05-R33CertificateofAuthori:ation #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F15444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full hurtinaled shingle. See below. Asphalt roofing cement should meet ASTM D4586 Type 11. Apply I" spots of asphalt roofing cement unite each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12" 143/4" 12, 305 mm) (375 mm) (305" 1"(25mm) Release Ta a 1125 mm)—; Nail Area i p For SteepTi 25 mm) — — — — (25mm; Roofing Cement IINI7Y ERD LANDMARK TL 131/2" 13" 131/2'" 343 mm) (330 mm) (343 mm) 1--1"(25 mm) 1 "(25 mm)—' I 1 --- , I` 25 mm) i NorthGate: Cement Figure 93-5: Use six naAs andfour spots of asphalt roofing cement on steep slopes. STEEP 12" 14-3/4" 12" SLOPE 1—(305 mm)-• — (375 mrrfy— 1 —(305 rrNAILING AREA ( Nailn uni.,emstsmm) betwee er 1"(25 mm] 1" 25 mm) mg meat .._-._..-' Nailing areas for steep slopes (greater than 21:12) and "StomAelling" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'"Landmark'"' IR Landmark'"" Pro Landmark" Premium Landmark'" TL Landmark'" Solaris, Landmark'' Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12" g7/a„ 305mm) (250mm) 415/1I' 4t5/1li' 150mm) (150mm) 0251nm) (125mm) t Notch for Notch for Centering Centering 12" % 131/4" 305mm)LTop Alignrrenito (337 n Notches for Ali nmerrtto of the Previous the Top Edge of he Previous75/gmm)Exposure (180 m) Capfor55B"(141mm) Exposure (196 m) English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 CertificateofAuthoriration #9503 6"EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 131/4' 337 mm) 9 27/32' 1250 mm) WIV 1125 inns) Centerirg Notch Align these notches to top edge of previous wurse NorthGate Ridge 12' Laying Notch I I ITRINIiY 1 ERD 13 1/8" 333 mm)--s 6 5/8«-I-B 5!8« i168mm) 168 mm TCentering 7 aig, 13 1!4« Notch 1194 mm) (337 mm) Align these 7 518, of notches top (194 mm) edge of previous course. NorthGate Accessory 5, (125rnm) E.,posure Figure 13-20: Use laying notcbes to center sbingtss on baps and ridges, and to locate the corrwt exposure. For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'"' IR hip and ridge shingles. PLO Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate ofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/OS/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing I. 40" Guide Lines (1016 mm) — 51/4' 133 mm) 141/4" t--11/2' 38mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6 Fastening Presidential andPresidential rL Sbake sbingles on low and standard slopes, J TRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shtngle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1" above tab cutouts making certain tabs of overlying shingle cover nails. 1 T 1 1' diameter asphalt roofing cement t Figure 16-7.• FasteriingPresidential and Presidential T/L Shake sbtnglas on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake" Presidential Shake'"" IR Presidential Shake TL'"° Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" 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. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'"", Cedar Crest"' IR hip and ridge shingles. 6.10 HATTEkA's1"": LOW, STANDARD AND STEEP SLOPE: r-9„9„ 9., 9„ -• 23011) (230 mm) (230 mm) (230 J;i(251mm) i ' 1" t(25i M)l — = I(251mm)- II——I(240mm) 3/8" 1—.._ l _l_.RoonnpLiLl-14pBement-..r-1.-------1 I_JI 40 mm) fl'rrigum15t: lrniug for steep siopc>, o;e Gre nails ;and eight spnis of asphalt roofing Figure15.3: f'asleuixgitnlferas Shingles on cement for each till I Iaiterasshingle as shown above. Apply t' LairandStandardslopes (251,1111) diameter spas of roofing cement (AST11 D 45s6 Type It For low and standard slopes, use five nails for each fill suggested) under each alb corner. Press shingle Into place; do not llabems shingle as shown above. expose cement. CAIrrION: Too much roofing centem can camse shingles to busier Exterior Research and Design, LLC. Evaluation Report 3532.09.05-11133 CertificateofAuthori:ation t195036T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'"": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 threepiece units separate to make 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9,11 230 mm) I Cap Shingle I I I I I I Cap Cap Cap Shingle Shingle Shingle J TRINITY I ERD Faster 8'18,1 (460 mm) - gotih 60$mm) ( 203 mm) — . dt25mcal Figure 15-20.• Cut Hatteras sbingles to make cover cap, Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 FiltiNl OWn SI tt,TFT"":. i.IIF'_IJI AAIA CI ATeTM ID. ' LOW AND STANDARD SLOPE: 25 mm) a5mmj 9-3/3' 2"0 mm) Miami -Dade requires SIXnails (twonails 1' (25mm) installed over center ddoulBe shown). Figure 11-3: Use HFB nailsfor every Bigbiand Slate sbingle. STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland State shingle. For Miami -Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type lI is suggested. MiamiDads require" SD! nail" (two nails imated overcenter culoulasshownt Figure 113A: Use FM nails and eight spots ofaspball roofing cemiant under eacb tab corner CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'"" Highland Slate'" IR: Refer to instructions herein for Cedar Crest'"', Cedar Crest'"" IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13CertificateolAuthorization#9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6SI-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 I PATRIOT'""' LOW AND STANDARD SLOPE t1se-1701111 nails for evert' full shingle located as shown below. lam 155 mm) 1 tRINITY I ERD STEEP SLOPE Use FOUIt nails and four spols of asphalt r(x)6ng cement for every full shingle as shown below. Asphalt roofing cement meeting ASTM D4586 type 11 is suggested. Apply 1'(25 nm1) spits of asphalt roofing cement as shown. CAUTION: Excessive use of ror)fing cement can cause shingles to blister. 13.1,9' » 1341' 333 nr) (3a3 mm) (333 mroi _ _ _ _ _ _ _ 5-118' " `125 mm) 1' 725, - 1155 mm) 10 RooI,., Coroinll I` '}Ur --I - 12.1 2" +lIzgmn) t3VMI..! on") 6.12.1 Hip & Ridge for Patriot'"': Refer to instructions herein for Cedar Crest—, Cedar Crest— IR, Shadow Ridge—, NorthGate or Shangle Ridge'' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QArequirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113CertificateofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 I 1 I IUO Product Approval USER: Public User rK' dfi'L6r•>i.nu x •,s Product Approval Menu > Product or Application Search > Application List > Application DetailtSri FL # FL16709-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -RoofingAddress/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory 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 the Robert NieminenEvaluationReport Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE d Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16709 R4 COI 2017 01 COI Nieminen odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 RAS 117 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/14/2017 09/15/2017 09/19/2017 12/12/2017 Summary of Products FL # _ Model, Number or Name Description 16709.1 Flintlastic Modified Bitumen SBS and APP modified bitumen roof systemsRoofSystems Limits of Use Installation InstructionsApprovedforuseinHVHZ: No FL16709 R4 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL16709- Approved for use outside HVHZ: Yes R4.DdfImpactResistant: N/A Verified By: Robert Nieminen PE-59166DesignPressure: +N/A/-97.5 Created by Independent Third Party: YesOther: 1.) The design pressure in this application Evaluation ReportspertainstothemaximumdesignpressureforoneFL16709R4AE2017 09 FINAL ER CERTAINTEED MODBIT FL1670particularassemblyforuseinZone1 (field area) R4.Ddf of the roof. Refer to ER Appendix for all systems Created by Independent Third Party: Yesandattachmentlimitations. 2.) Refer to ER Section 5 for Limits of Use. Back Ne t Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Cogyriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. Ifyou do not wish to supply a personaladdress, 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: dheck Credit Card Safe rr TRINITY! ERD APPENDIX I7:ATTACHMENT'REQUIREMENTS'FOR`WINDUPUFT,RESISTANCE' y•__., Table Deck Application Type Description 1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Page 2 Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 4-5 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6-8 4 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof 11-12 Cover 13-14Thefollowingnotesapplytothesystemsoutlinedherein: I. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of theroofdeckshallbedocumentedthroughpropercodifiedand/or FBC Approval documentation. 2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyan urate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, Chapter 26, when installed with the roof cover. 3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow viaN/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. 5. For existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. TestingandanalysisshallbeinaccordancewithAN51/SPRI FX-1 or Testing Application Standard TAS 105. 6. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Reference Layer Material BP -AA Base and Ply sheets, Asphalt - Applied) Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Application Hot asphalt at 20-40 Ibs/squarePlyFlintglasPlySheetTypeIV; Flintglas Premium Ply Sheet Type VI Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA SBS, Asphalt -Applied) Base Hot asphalt at 20-40 Ibs/square Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Flintlastic Base 20 T; Flintlastic FR Base 20 T SBS-TA SBS, Torch -Applied) Base Torch -Applied Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; FlintClad Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report C40710.12.13-R4 for FL16709-R4 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic* Modified Bitumen Roof Systems; (610) 651-5847 Revision 4: 09/14/2017 Appendix 1, Page 1 of 14 8. r- 4 i TRINITY i ERD TABLF-A-(CONTINUED): CERTAINTEED:FuNntq nC9 MOOIFIED BRUMENCUMPONENTS°&fiAPPCiCAT10N'METHODSReferenceLayerMaterial APP-TA Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Application APP, Torch -Applied) Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar Torch -Applied SBS-SA Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS, Self -Adhering) Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -AdheringCapFlintlasticSACap; Flintlastic SA Cap CoolStar, Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis fortheattachmenttablesherein. Table B assumes a directionality factor Kd = 0.85, no topographical variations Kzt = 1.0, roof slope < 7° for enclosed buildings, roofslope < 2.4° for open buildings and unobstructed flowforopenbuildings, as defined in ASCE 7-10. _ TABLE B.. ROOFiCLAODING;DESIGNtiPRESSURES ALLOWABLE=STRE55•DESIGN V n (mph) - FBC Figures 150 1609A, JW98 or 160 1609C 170 Exposure Enclosure Roof Height (ft) Zone 120 Ultimate 130 Design Wind Speed 140 B Open slope < 2.4° unobstructed flow 0 < h < 30 1 2 3 12.7 19.4 38.0 14.9 22.7 446 17.2 26.4 51 7 180 19.8 30.3 59.4 22.5 34.4 67.5 25 28.5 38. 4 38.9 43.6 30 < h < 40 1 2 3 13.7 21.0 41.2 16.1 24.7 48.4 18.7 28.6 56.1 21.5 32.9 64.4 76.2 85.5 24.4 37.4 73.3 27.6 47.342.2 47.3 Enclosed slope < 7' 0 < h < 30 1 2 15.5 26.1 39.2 18.2 30.6 46.0 21.1 35.5 53.4 82.8 92.8 24.3 40.7 27.6 46.3 69.7 30.0 50.3 75.7 31.2 52.3 58. 58.63 30 < h < 40 1 2 3 16.9 28.3 42.6 19.8 33.2 50.0 22.9 38.5 58.0 61.3 26.3 44.2 66.5 78.7 33.8 88.2 37.9 56.8 C Open Pslope < cteunobstructed flow 0<h<15 1 2 3 15.4 46.1 . 18.0 27.6 54.1 20.9 32.0 62.8 85.5 95.8 240 36.8 72.1 27.3 41.8 82.0 28.9 44.3 31.531.5 48.2 94.6 30.9 34.6 47.2 52.9 15 < h < 20 1 2 3 16.3 48.8 19.1 29.2 57.3 22.2 33.9 66.5 25.4 38.9 76.3 92.6 32.7 103.8 36.6 50.0 56.0 20 < h < 30 1 2 3 17.7 27.1 53.2 20.8 31.8 62.4 24.1 36.9 72.4 27.7 42.4 98.0 35.6 109.9 39.9 54.4 61.0 30 < h < 40 1 2 3 18.8 28 8 56.4 22.1 33.8 66.2 25.6 39.2 76.8 83.1 29.4 45.0 88.2 106.7 119.7 33.4 51.2 100.3 37.8 42.3 57.8 64.8 113.3 127.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate ofAuthorization #9503 Evaluation Report C40710.12.13-R4 for FL16709-R46D7EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017Preparedby: Robert Nieminen, PE-59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 14 TRINITY; ERD TABLE'B (cONTINUED):,'ROOF{[ADDING DESIGNiPRESSURFS; ALLOWABLE STRESS DESKiN PASD:(PSF) Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed - V x (mph) 120 130 140 150 160 170 190118.9 22.1 25.7 29.5 33.5 37.8 42.40 < h < 15 2 31.6 37.1 43.1 49.4 56.3 63.5 71.2347.6 55.9 64.8 74.4 84.7 95.6 107.1 15 < h < 20 1 2 20.0 23.4 27.2 31.2 35.5 40.1 44.9 Enclosed 33.5 39.3 45.6 52.3 59.6 67.2 75.4C slope < 7° 3 50.4 59.2 68.6 78.8 89.6 101.2 113.5 20 < h < 30 1 2 21.7 25.5 29.6 34.0 38.7 43.6 48.936.5 42.8 49.7 57.0 64.9 73.2 82.1354.9 64.4 74.7 85.8 97.6 110.2 123.5123.1 27.1 31.4 36.1 41.0 46.3 51.930 < h < 40 2 38.7 45.4 52.7 60.5 68.8 77.7 87.1358.3 68.4 79.3 91.0 103.6 33.1 116.9 131.1118.6 21.9 25.4 29.1 37.4 41.90 < h < 15 2 28.5 33.5 38.8 44.5 50.7 57.2 64.1355.9 65.6 76.1 87.3 99.4 112.2 125.8 Open 15 < h < 20 1 2 19.5 22.9 26.6 30.5 34.7 39.2 44.0 slope < 3 29.9 35.1 40.7 46.7 53.1 60.0 67.3 unobstructed 58.6 68.8 79.8 91.6 104.2 117.6 131.9cte flow 20 < h < 30 1 2 21.0 24.6 28.6 32.8 37.3 42.1 47.232.1 37.7 43.7 50.2 57.1 64.4 72.2363.0 73.9 85.7 98.4 111.9 126.3 141.6 30 < h < 40 1 2 22.1 25.9 30.0 34.5 39.2 44.3 49.733.8 39.6 46.0 52.8 60.0 67.8 76.0 D 3 66.2 77.7 90.1 103.5 117.7 132.9 149.0 0 < h < 15 1 2 22.9 26.8 31.1 35.7 40.6 45.9 51.438.3 45.0 52.2 59.9 68.2 77.0 86.33767.7 78.5 90.2 102.6 115.8 129.8124. 28.1 32.6 37.4 42.6 48.1 53.915 < h < 20 2 4040.2 47.2 54.7 62.8 71.5 80.7 90.5Enclosed360.5 71.0 82.4 94.5 107.6 121.4 136.1slope < 7° 20 < h < 30 1 2 25.7 30.2 35.0 40.2 45.7 51.6 57.943.2 50.7 58.8 67.5 76.8 86.7 97.2365.0 76.3 88.5 101.5 115.5 130.4 146.2 30 < h < 40 1 2 27.1 31.8 36.8 42.3 48.1 54.3 60.945.4 53.3 61.8 71.0 80.7 91.1 102.2368.4 80.2 93.0 106.8 1 121.5 137.2 153.8 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4: 09/14/2017 Appendix 1, Page 3 of 14 TRINITY f ERD TABLE 1k.W,OOD'DECKS'—NEW'CoNSTRUCTI0N"UR'REROOF ('TEARrEM%7 0FF); SYSTY.PE A:IMECHAMCALLY ATTACHED`'ANCHORfSHEETraBONDED:INSULATIQN BONDED ROOF'COYER ".'. NOMENCLATURE: `W+=MINIMUM'SIDEII"AP!WIDTH(INCH) Xi=IM 'MAXUM•SIDE.tAP'-FASTENER:SPACING(INCMO'?C.);.: Y.= MINIMUM'#''OF STAGGERED:CENTER'ROWS `Z=MAInMUM'CENME ROW'FASTENER:SPACING'(iNCH:O[C) , " - - •. ,_ Anchor Sheet Base Insulation Top Insulation Roof Cover System Deck Attach At Lap Staggered No. See Note 1) Type Fasteners Type Attach Type Attach Base Ply MDP psf) CenterRowspCaW X Y Z SYSTEM; DESCRIPt10NiW1TH=ZONE$,(FIELD.AREA);ANCHOR'SHEET.ATFACHMENT.s'- = ` "' ' - ` • - '-' '" ': Min. 19/32- Glasbase, All Weather Empire, 32 ga., 1-5/8- inch dia. tin Min. 1.5-inch Hot Min. 0.25-inch Hot BP -AA, Optional) W- 1 inch plywood; Plexiglas Base, caps with 11 3 8 3 8 ACFoam II, FlintBoard ISO, asphalt, DensDeck primed with ASTM D41 asphalt, SBS-AA, BP -AA, SBS-AAdor SeeNote1PolySMSorga. annular ring ENRGY-3, H-Shield full p rimeror DensDeck full SBS-TA or SBS- AA, SBS- TA or SBS- TA APP- TA UltraPolySMSshanknailsorMulti -Max FA3 covers coveragePrime coverage APP-TA APP- TA SYSTEM '• W=1;"ZONE2:& 3 'PERIMETER"&`CORNER'AREA`ANCHOR'SHEET;. .,.'AR,TACIiMENT:°' -' - - ' '" • ;vy Ultimate Design Wind Speed V n (mph) Exposure Enclosure Roof Height ft1 Zone 120• 130 140-' 150 160, 170 180?'•' . X Y... Z. X Y Z X Y Z,.. ` X Y Z X• Y Z X Y Z X=` Y` 0< h<30 2- Perimeters 8 3 8 8 3 8 8 3 8' 8 3 8 8' 3 w' . 8 8 3 8 3- Corners 8 3' B 8 3 8 8 3 8" ,', 7 3 7 7 4 7 6,' 4: Open30 < h <40 2- Perimeters 8` 3 8 8 3 8 8 3 8 '- 8 3 8 r 8 3 8 3 8 8+ 3 3- Corners 8 3 8 8 3 8 7 3 T'" 7 3 7 7 4 7 6 4 6 7": 5 7' B0 < h < 3 0 2- Perimeters 8 3 -. 8 8 3 8 8 3 8`.,_ 8 3 8 8'. 3 8< 8 3 8 T 3 7 3- Corners 8 3; 8. 8 3 8 7 3,", 7.' 6 3 6 7 •' 4 7.,-; 6 4 6 7-'? 5, Enclosed30< h<40 2- Perimeters 8 3: =• 8 8 3 8 8`• 3' 8s.: 8 3 8 8 3 H: 7 4 7 7 4, 3- Corners 8 3' 8... 8 3 8 7 ', 3 7` .; 6 3 6 7 6 4 6 7, 0< h<15 2- Perimeters 8• 3 8 8 3 8 8 3 8a" 8 3 8 8 3 H" ` 8 3 8 8' 3 g' 3- Corners 8 3" 8 8 3 8 7 3 .- 7• 6 3 6 6.` 4X 64= 7 5 7 6', { I 5 b•" 15< h<20 2- Perimeters 8`.• 3 8 8 3 8 8 3 r, 8- 8 3 8 8 3 8.` 8 3 8 7 3 T"•. C Open 3- Corners 8 3 8 7 3 7 6 3' 6" 7 4 7 6 4 6 6 5 6 6, " 5 f 6• 20< h<30 2- Perimeters 8 T 8 8 3 8 3 8` 8 3 8 8 3' 8 •' 7 3 7 T 3. 7" 3- Corners 8 3. 8 7 3 7 6 3 6• 6 4 6 7 5} 7._ •.,.` 6 5 6 N/A- 30< h<40 2- Perimeters 8:. 3 8 8 3 8 8• 3 8' ' 8 3 8 8 3 8..s 7 3 7 8 3- Corners 7 3 7' 6 3 1 6 7' 4 "7 6 4 6 6 5. 5. N/A N/A Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report C40710.12.13-R4 for FL16709-114 CertificateofAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Preparedby: Robert Nieminen, PE-59166 CertainTeed Flintlastic' Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 14 I TRINITY I ERD TABLE:1:(CONTINUED)C WOOD`DECKS.='NEW'CONSTRUCTION.OR REROOF (TEAR`OFF)SYSTEM'TYFEA MECHAIVICALIYrATTACHED.eANCH& MEET, BONDEDi1NSUL'"AT,ION,;WNOEDxROOf"COVER° NOMENCLATURE:? YIF.= MINIMUM'SIDEsL'AP"WIDTH-(INCH) :X-,=MAXIMUM S1DE:LAP3FASTENER'SPACINd(INCH OcC ); Y= MINIMUMiff.'OF.;STAGGERED CENTER:ROWS,.Z'='MAXIMUM±CENTER`.ROW`FASTENERsSRAUNG(INCHiO:C.) SYSTEMiW-YyZONE:2i&-3.P.ERiMETER'&CORNER AREA`ANCHOR`SHEET'AT:TACHMENT:'. Ultimate Design Wind Speed V n (mph) ExposureP Enclosure Roof Height ft) Zone 120 130 14& 150 170 180 y X Y Z X Y Z X 4'. Z; X Y Z X` Y Z"...' X Y Z X Y 2-;, 0<h<15 2-Perimeters 8 3 8- 8 3 8 8 3 81 8 3 8 T 3 7 ;' 7 3 7 6 3 6'^ 3-Corners 8. 3 8< 7 3 7 6- 7 4 7 4 6 7 5 7 6 j 15<h<20 2-Perimeters 8, 3 A. 8 3 8 8-. 3 8 8 3 8 7 3 7 6 3 6 7` T 3-Corners 8 3', 8- 7 3 7 6' 3 .. 6' ;; 7 4 7 7 5 J 6 5 6CEnclosed 2-Perimeters 8. 3 8 8 3 8 8, 3 8: 7 3 7 6 3 I , 7 4 7 6' 20<h<30 4;. 3-Comers T 3 7. 7 3 7 7' 6 4 6 6 5''°6:' i N/A 30<h<40 2-Perimeters 8. 3: 8' 8 1 3 1 8 8 3 8'> 'V 7 3 7 6 •, 3 6r -± 7 4 7 6% 4 .: 6' 3-Corners 7 3' 7 6 3 6 7 4' 7° 7 5 7 6, '. 5 6'• N/A N/A 0<h<15 2-Perimeters 8' 3' 8- 8 3 8 8. 8 3 8 8' k' 3 8 7 3 7 8§ 4. • r 8' 3-Corners T 3 7 6 3 6 7' 4 Z= "+ 6 4 6 fi ., f 5 6 5 6 N/A 15<h<20 2-Perimeters 8 a3 8, 8 3 8 8 3 8" 8 3 8 7 3 7 7 3 7 3-Corners 7' 3 ``: 7'' 6 3 6 7 4 7` '_: 7 5 7 6 5 6 N/A N/A • . " `' . Open 20<h<30 2-Perimeters 3 8. 8 3 8 8 3 8 7' :_, 3 7 ,'` 7 3 7 3-Corners 7` :, 8 7' 7 4 7 6 4 b`;- 6 5 6 N/A+ N/A VA ` 30<h<40 2-Perimeters 8 3 -.: 8 8 3 8 8. 3 8: -' 8 3 8 7 ::. 3 7-' . 8 3-Corners 6 3: 6 7 4 7 6`_-- 4 6>=2: 6 5 6 N/A N/A. D 0<h<15 2-Perimeters 8. 3. 8 8 3 8 8; 8 _ 7 3 7 6 3 6. 7 4 7 3-Corners T 3' • 7 6 3 6 7 4 7• _' 7 5 7 6 5 6 = N/A N/A 15<h<20 2-Perimeters 8 3 8' 8 3 8 7 3.. T_ 7 3 1 7 7 4 7• • 7 4 7 3-Corners 7 3 7 '.` 7 4 7 6. 4 6- 7 5 7 N/A N/AEnclosed 2-Perimeters 8 3' 8'' ` 8 3 8 T 3 7`.e 6 3 6 7 ''. 4 i 7'. 6 4 620 < h < 30 N/A3-Corners 6 3 6. 7 4 7 7" 5 ." 7' ' 6 5 6 N/A N/A 30 < h < 40 2-Perimeters 8 3- ' • 8 _ 7 3 7 7 7 4 7 7 ' € 4 7 N/A3-Corners 6 3' .. 6 7 4 7 7 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4: 09/14/2017 Appendix 1, Page 5 of 14 JTRINJTYIERD' I TABLE2: WoorYDECKS—NEW C6NSTRUCnON;'REROOF'(TE AR-0Ft)OR-.RtCPVER,':SYSTEM T-YPE:C',IMECHANI(:4Lt-YfAV,,Ac'HE6iiNg ULATION System Deck No. (See Note 1) Base Insulation LaTop Insulation Layer LayerRoof Cover 3- SYSTEM'DESC3tlP nON'WITH^ZONE'1' Type Fasteners Attach Base Ply MD (psf) CapFtLIWARLATIOWATTACHEAYINSU " M E'N'T' Min. 1.5-inch ACFoam 11, ENRGY 3, H- Flintfast 3 in. Insulation W- 2 Min. 19/32-inch Optional) One or more layers, Shield, Multi -Max FA3 or FlintBoard ISO Plates with FlintFast #12 Pattern # 1 plywood; See Note I any combination, loose laid primed with FlintPrime or FlintPrime SA or #14 1 per 2 ft2 SBS-SA Optional) Optional) SBS- SA -45.0 Note: Board and stress plates shall be primed with FlintPrime for a// Zone 2 3— installations INSULA' nON,A-tTAicHiWENfOXTT-ERN'REFtREN -CES L PATTERN # 1: 2 12ftPATTERN # 2: PATTERN #3: PATTERN #4: PATTERN #5 per1per1.45 ft2 1 per 1.33 ft2 1 per 1.14 ft2 1 per 1 ft2 so l to; 7r 0 Ma ine21LL T+ ++ Z M A CY CO ti C- 4 CV + +. 1. J M J SYSTEm4w= i,ZbNE-r.2'&:3;-FIELD,iPtRf'M"-MR'" 'C,6mER°AREAL'I[iSUILATIoN"ATTACHMENT:I 777777 Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed — V.t, (mph) 12W, ft) 130 140 ISO 170 1- Field # 1 1 0 < h < 30 Perimeter, #1 41 1 1 Open 3-Corners #1 #1 #2 2 5 1-Field #1 #1 1 *T 30< h<40 2-Perimeters #1 #1 #1 1 1 3- Corners #1 #2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report C40710.12.13-R4 for FL16709-R4 Prepared by: Robert rninen, PE-59166 NieCertainTeed Flintlastic* Modified Bitumen Roof Systems; (610) 651-5847 Revision 4: 09/14/2017 Appendix 1, Page 6 of 14 1 TRINITY ! ERD VTINUED) WOOD DECKS =NEW-CONSTRUCTION;'REROOF (TEAR-OFF),OR,RECOVER; SYSTEMsT1fPE C ?.MEpiANICI LLY'ATTA`CHED INSY/LATION BONDEO`ROOF COVER VSTEINiW 2;:ZONE=1,.2.&.3":F.IELDjPERIMETERt&<CORNER°AREAINSUI'gTR)NrATTAGHMENT:' __ .. •. ' .- ., - • . - - Exposure Enclosure Roof Height ft) Zone Ultimate Design Wind Speed — V " (mph) 120 1. 130 1 1 1S0 1 160" ... - 170 1g0` B Enclosed 0 < h < 30 1-Field 2-Perimeters 1 1 1 1 42;- 2 2,'. 3-Corners 1 2 2 3 44, 5 N/A: - 30 < h <40 1-Field 1_ 1 1 1 1' 1 2-Perimeters 1 . 1 lr 1 42 23.,:, 3-Corners 1 2 2' 4 4 5 1 2 N/q:. ^, ` 1.,:.; 2'' 0 < h < 15 1-Field 2-Perimeters 1 1 1 1 1 1, 1 3-Corners 1 2 3 4 5 N/A N/A, Open 15 < h < 20 1-Field 1 1 1 1 2-Perimeters 1 1 91" 1 2 2 3-Corners 2 2 5 20 < h < 30 1-Field 1; 1 1 1 1 2-Perimeters 1 1 1 1 2 1 3.' 3-Corners 42 3 44 5 N/A N C 30 < h < 40 1-Field 1'_ 1 1`" 1 1 1 12-Perimeters 1 1 1 1 2 ' ? 2 33-Corners 2' 4 5 N/A N/A N/A N/q ^' ,l 0 < h < 15 1-Field 1, 1 1 1 1 1 1' 2-Perimeters 1' . 1 1 2 2' 3 3-Corners 2 ;. 2 3' 4 5• Enclosed 15 < h < 20 1-Field 1 1 1 1 1? 1 12-Perimeters 1` 1 12. 3-Corners 42'. _ 2 20 < h < 30 1-Field 1 1 1 1 1 1 2 2-Perimeters 1 1 2 2 3 4 5 3-Corners 2. 3 4` 5 N/A, N/A N/A 30<h<40 1-Field 2-Perimeters 3-Corners 1' 1. 2 1 2 4 1 2- 5 1 3 N/A lf 4 N/A. 2 5 N/A 2 , N/A Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report C40710.12.13-R4 for FL16709-R4CertificateofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATIONPreparedby: Robert Nieminen, PE-59166 Revision 1CertainTeedFlintlastic• Modified Bitumen Roof Systems; (610) 651-Si347 Appendix 1, Pageage 77 ofof 14 TRINITY! ERD 3NTINt1ED '",WC60D`DECKS"= NEW'CONSTRUCTION; REROOF :FAR-OFF OR RECOVER; S'YSTEM.TYPE C.; MECHANICALLYATTACHED,:INSUtAT10N ,BONDED ROOF,COV.'E ' SYSTEMW 2;:ZONE'1,.2,&-3;'FIELD,:PERIMETER'&-CORNER'.AREA-INSUTATION`ATTAEHMENT: Exposure Enclosure Roof Height ft) Zone Ultimate Design Wind Speed — V " (mph) 120' 130 1'40' 150 160 170 0 < h < 15 1- Field 1" 1 1 1 1 1 2- Perimeters r#1 1 1'. 1 2 2 3- Corners 2- 4 4 .: • N/A N/A N/A N/A •. Open 15 < h < 20 1- Field 1 1 T 1 1 1 T . 2- Perimeters 1' 1 1 ' 2 2 2 4 3- Corners 2: 4 5 . N/A N/A 20 < h < 30 1- Field 1 1 1 1 1 ` , 1 2 - a 2- Perimeters 1' 1 1 2 2 3 41 • ` 3- Corners 3 4 5 N/A N/A = N/A1-FieldD 30 < h < 40 1 1 1 1 1' ' 1 T . ,. 2- Perimeters 1 1 2`.. 2 4 3- Corners q 5 N/A ,:= N/A N/A -' N/A c. 0 < h < 15 1- Field L 1 1",., 7 1 z ... . 41 : 2 2 2- Perimeters T 1 42 2 4 5 5 3- Corners 42# 4 5 N/A RN/A= N/A r N/A. Enclosed 15 < h < 20 1- Field 1 1 1' 1 1 2 2- Perimeters 1 , 2 2 3 4 5 3- Corners 3 4 5 N/A N/A N/A N q. 20 < h < 30 1- Field T 1 1 1 2 F 2 2c' 2- Perimeters w #1 .. 2 2 4 5 5 N/A_' 3- Corners 3•- 5 N/A N/A N/A N/A 30 < h < 40 1- Field T 1 1 1 tt2' 2 N 2- Perimeters 2 2 3 4 5 N/A 3- Corners 4'' 5 N/A' N/A N/A N/A Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 CertificateofAuthorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Preparedby: Robert Nieminen, PE-59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 8 of 14 TRINITY! ERD TABLE3L: WOOD;DECKS —NEW CONSTRUCnON ;REROOF,(TEAR=OFF):OR"'RECOVER;:SYSTEMTYPE:D: `.INSULrAildN;-,MECHANICAL'LY M, AGHEWBASE SHEET; BONDED` WGFF C` NOMENCLATURE:: `W:- MINIMUM:SIDE:LAPWIDTH,(INCH),:X',='MAXIMUM:SIDELAP'FASTENER3PACING(INGH'O:C')) •_ V _ - V - Y<= MINIMUM#'OFSTAGGERED''CENTERIROWS,,Z-"=- MAXIMUMCENTERAC W'TASTENER SPACING(Ilklafo C) Insulation Layer(s) Base or Anchor Sheet Roof Cover System Deck Attach No. See Note 1) Type Attach Base Fasteners Ply Cap MDMD PAtLap Staggered Center Rows(s) W X Y Z SYSTEM'DESCRIPWONOWITH ZONE.1 FIELD°AREA' "BASESktTPATrACHMENT'' W-3 Min. 15/ 32- inch I wood; plywood; Min. 1- 1-inch, One or more layers, an Prelim. Glasbase; Flexiglas; Flintlastic Base 20; Poly Flintfast 3 in. Insulation Plates Optional) BP -AA, SBS-AA, See Note 1 y y combination Attach SMS Base; Ultra Poly SMS Base; Yosemite with FlintFast #12 or #14 4 6 3 6 SBS-AA, SBS-TA or SB -TA SBS-TAor97.5 APP-TA SYSTEM''W3;. ZONE2'&3;':PERIMETER'&:CORNER,AAEA:9ASESHEET'AT.TACHMENT:' UltimateDesign Wind Speed — V n (mph) Exposure P EnclosureRoof Height ft) Zone 120' 130 1`40'-' 150160: 170 180' X X Y Z X,: Y 2, X Y Z X W Y Z `% X Y Z X. 0<h< 30 2-Perimeters 6 "' 3 .` 6 6 3 6 6" 3 6' 6 3 6 6, 3 6' 6 3 6 6 :' 3 Open 3- Corners 6 3 6 6 3 6 6 3 6',; 6 3 6 6 3 6 ',: 6 3 6 6 30<h< 40 2-Perimeters 6'.. ", 6 3 6 6 3 6 6 3 6 6 °.' 3 6 6 3 6 6' . 3 3-Corners 6 3'- :- 6 6 3 6 6; "' 3 6 6 3 6 6 ,'` 3 6:`. 6 3 6 6i 3. i6. . B 0<h< 30 2-Perimeters 6' 3 6" 6 3 6 6 3 6 _? 6 3 6 6 3 6> ,' 6 3 6 6` 3-Corners 6 3' 6 6 3 6 6` 3 6. % 6 3 6 6 7; 3 6=. 6 3 6 Enclosed 30<h< 40 2-Perimeters 6 3" .. 6, 6 3 6 6 ". 3 6 t 6 3 6 6-,-3 6.'" 6 3 6 3-Corners 6 3' ". 6 6 3 6 6 3 6"" 6 3 6 6 3 6" -= 6 3 6 6•' 3 6 0<h< 15 2-Perimeters 6' 3' 6 6 3 6 63 6•'" 6 3 6 6` 3 6,;,;%" 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6't" 6 3 6 6 3 6' c 6 3 6 7. 15<h< 20 2-Perimeters 6. 3 6 6 3 6 6' 3 6,"`' 6 3 6 6 3 6. 6 3 6 6 3 6 3-Corners 6 3 6> 6 3 6 6 3 6. 6 3 6 6 3 . 6:. 6 3 6 7 4 C Open20<h< 30 2-Perimeters 6 3-" 6 6 3 6 6 3. 6` 6 3 6 6 3 6, 6 3 6 6 '' 3 6>" 3-Corners 6— 3 6 6 3 6 6 3 6 6 3 6 6 3 6 ', ' 7 4 7 6, 4 30<h< 40 2-Perimeters 6 3: 6 6 3 6 6 3'_ 6. 6 3 6 6 3 6, ' 6 3 6 6 :. 3 c zb; .: 3-Corners 6 3 6 6 3 6 6 3 6,:-' 6 1 3 1 6 7 4 7. " 6 4 6 6- Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Certificate of Authorization #9503Prepared by: Robert Nieminen, PE-59166 eEDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-S847 Evaluation Report C40710.12.13-R4 for FL16709-114 Revision 4: 09/14/2017 Appendix 1, Page 9 of 14 i 5 t J' TRINITY ! ERD TABLE?;(CONTINUED)::WOOD:DECKS=NE.WCONSTRUCi10N;"REROOF(TEAR`0FF).UR'-RECOVER;SYSTEM-TYPE`D:'-INSULAT10Ny'MECHANICALLY"ATTACHED:BASE;SHEET;BONDED.ROOECOVER,'- , NON1ENClATUREt: - W=- MINIMUM:SIDE.LAP WIDTH-(INCH),.•Xs='MAXIMUM'SIDE'LAP'FAStENER-sPAaNG'.(INCHIO.C.); "' • •" ` '' `` Y=-MINIMUM'# OF:STAGGERED;CENTER:ROWS•.Z 'MAXIMUM'CENTER<ROW'FASTENERSPACING-(INCN:O:C:)' SYSTEM`` W3,:ZONElZ`&=3;^PERIMETER&Co,RNER'AREA BA'SE'SHEET:ATTAEHMENT:'..- - `. <. ,. -' .- .-. -... " ..• ..+' ':i .,.. . Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed - V " (mph) 120 130 140`` 150 160> ;' 170 X: Y' Z' X Y Z X Y Z';.; X Y Z X ',,; Y': Z'- X Y Z X>, Y 0< h<15 2- Perimeters 6 3 6 6 3 6 6. 3` 6' 6 3 6 6- 3 6' ': 6 3 6 3- Corners 6 3` 6 6 3 6 6 3 6 6 `^^ 6 3 6 15< h<20 2- Perimeters 6" 3' 6 6 3 6 6„ 3-- 6 6 3 6 6 3 6';-; 6 3 6 6:. 3- Corners 6 3: 6 6 3 6 6" 3 6:t6 6 3 6 7 4 7 6 4 i. 6:. CEnclosed20< h<30 2- Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 `'` 3• 6 6 3 6 6'. b, 3- Corners 6 3- . 6 6 3 6 6 3 6,.:, 6 3 6 6 ..' 3 . 6; 7 4 7 6:'' 4- 30< h<40 2- Perimeters 6- 3 6 6 3 6 6 3. 6 6 3 6 6 3 6- i' 6 3 6 6 3 3- Corners 6 3: 6 6 3 6 6 3,."' 6 6 3 6 7,. 4 f 7' 6 4 6 7; 5 T' 0< h<15 2- Perimeters 6 3 6. 6 3 6 6" 3"-; ' 6 6 3 6 6,.=` 3 6- 6 3 6 6 3 6„-: 3- Corners 6 3 "' 6 6 3 6 6 3 6-- 6 3 6 6 3 7 4 7 6> 4' 6' 15< h<20 2- Perimeters 6 3-:3 6 6 3 6 6; 3 6;-•. 6 3 6 6' 3 6 " 6 3 6 6 `F 3, 6`'' 3- Corners 6 3 - 6 6 3 6 6 3. 6- 6 3 6 7. 4 , r 7' 6 4 6 7_. 5 T Open20< h<30 2- Perimeters 6 3 6- 6 3 6 6 3 6• 6 1 3 6 16 3 6 `4 6 3 6 is,3 6 3- Corners 6 3` 6 6 3 6 6 3 6 e` 6 3 6 7- 4 7' 6 4 6 6' 30< h<40 2- Perimeters 6 '. 3 .... 6.. 6 3 6 6°= 3 6`, 6 3 6 6 3 .. 6;' 6 3 6 6 3 6: 3- Corners 6 3 6 6 3 6 6 3 6 7 4 7 6' 4"' a " a 6 4 6 6• `: 5 6; D0< h<15 2- Perimeters 6.. 1 6 6 3 6 6 3' 6 6 3 6 6 3 6 6 3 6 6. 3" ., 6+ ' 3- Corners 6 3> 6 6 3 6 6' 3' 6° 6 3 6 74, T-" 6 4 66'-," h< 20 2- Perimeters 6. 3 6 6 3 6 6." 3'" 6' 6 3 6 6,' 3- 6 3 6 6- 3 6i. 3- Corners 6 3. 6 6 3 6 6;- 3 6•• ` 6 3 6 6 4` 6°- ;' 6 4 6 6c;,-• 5 6 r: Enclosedh< 30 L202-Perimeters 6` 3 6' 6 3 6 6 3 i6. 6 3 6 6 3 6 :; 6 3 6 6: '±:3'.' 3- Corners 6 3 6 6 3 6 6 3 6._ 7 4 7 6 ":. 4. 6"' 6 4 6 30< h<40 2- Perimeters 6, 3 6• 6 3 6 6 3" 6.,' 6 3 6 6 3" 6:' 6 3 6 3- Corners 6 3 6• 6 3 6 B 3 6' 6 4 6 6'.' 4, 6'".,; 6 5 6 Exterior Research and Design, I.I.C. d/b/a Trinity] ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL36709-114 Revision 4: 09/14/2017 Appendix 1, Page 10 of 14 CI t TRINITY11 ERD TABLE 4. `W.0oO.DECKS-•NEW"CONSTRUMOMOR.REROOF"(.TEAR-0FFf; SYSTEM'TYPE E':; NON=INSULATED; MECHANICAILY'ATfALHEti EASE SHEET,.BON[iED ROOF COVER NUNIENCLATUREC`. : W>=,MINIMUMrSIDE':LAP: WIDYHt(INCH),.X1=MAXlMUM€SIDE'L`AP+FASTENER.SPACING (INCH O>C Y+=' MRWINUIN`# OF`STAGGERED'CENTER,ROWS,°Z = MAXIMUM'CENTER:ROW FASTENER'SPACING_(INCH'O.C. ) Base Sheet Roof Cover System Deck Attachment No. See Note 1 Base Fasteners Ply Cap MDP ( psf) AtLapStaggeredCenterRow(s) W X Y Z SYSTEM' DFSCRIPTIOMWrrH1ZONE:17(FIELD'AREA)`BASE'SMEET`ATiACHMENT:: Min. 19/32-inch 32 ga., 1-5/8-inch dia. tin W'- 4 plywood; See Note 1 Flintlastic SA NailBase caps with 11 ga. annular 2 8 3 8 Optional) SBS- SBS- SA 60.0 ring shank nails SA i SYSTEM'W-4,:ZONE 2.& 3; PERIMETER.i46RNERIAREA-;BASE3HEET ATTACHMENT.: Ultimate Design Wind Speed V h (mph) Exposure Enclosure Roof Height 1ft) Zone 120- 130 1'40' 150 160. 170 180i; X. Y Z X Y Z X." Y, Z: X Y Z X Y Z X' Y Zi ` 2- Perimeters 8 8 ', 3 8 `; 8 3 8 8 3 r..'`8 ;` 8 3 8 8'`• 3 8 0<h<30 3- Corners 8`. 3 8 8 3 8 8 . 3 8: ,_; 8 3 8 7" . 3 7 '= 6 3 6 5;__ 41 S. Open30< h<40 2- Perimeters 8" 3 8. 8 3 8 8; 3' 8 8 3 8 8- 3 8:.; 8 3 8 3- Corners 8' 31 8 8 3 8 8` 3 4.= 7 3 7 7;` 3 Z`' S 4 5 5:, q B0< h<30 2-Perimeters a '8 3 -: 8' 8 3 8 8 3 8' + 8 3 8 8. m 31 8- 8 3 8 8, 3 8;. 1 3- Corners 8 3. 8- 8 3 8 6; 3 8'j 8 3 8 T 3; T-i " 5 3 5 4.. 31 Enclosed30< h<40 2- Perimeters 8' 3 8 8 3 8 8— 3 8' -. 8, 8 3 8 8 .:.. 3 8 =` 8 3 8 8'' 3 3- Corners 8 3.; 8, ., 8 3 8 8.' 3 8:> 7 3 7 5- 3 5: 4 3 4 0< h<15 2- Perimeters 8- 3 8" 8 3 8 8 3- 8" : 8 3 8 8: K'-' 8`. 8 3 8 8` . 3 3- Corners 8 41 8 1 8 3 8 8. 3 8 7 3 7 5 '; 4 5: 5 4 5 5: 2- Perimeters 8 3>- - 8, 8 3 8 8 a''3 8,,, 8 3 8 8 3 8 8 3 8 15<h<20 3- Corners 8 8 3 8 7 3- T .' 6 3 6 S s 4 S"'p 5 4 5 COpen20< h<30 2- Perimeters 8` ' 3'" 81, 8 3 8 8.:-" 3 e 8 3 8 8.. 3 8 3 8 3- Corners 8` 3` 8 7 3 7 7 3. 7 .: 5 4 5 5 ';; 4, S='' S 5 5 4_ 5 4 2- Perimeters 8 3' -..._8" 8 3 3 8',+ 8 3 8 8 3 8`dga8 3 8 30<h<40 3- Corners 8 3 `' 8 7 3 7 6 3 6- 5 4 5 5' . 5 ";' S: 4 5 4 4;y5 qC.. Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 forFL36709-R4 Revision 4: 09/14/2017 Appendix 1, Page 11 of 14 TRINITY i ERD TABLE 4 (CUNTINUED)..'WOUD,DECKS-NEW:'CON57RGCilONIURREROOF. EAR=OFF ':SYSTEMTYPE E.:NON-1N ' " '- : ' IT . SULATED,-MECHANICALLY, ATTACHEDsBASE SHEET,. 86NDED ROOF COSdER vNOMENCLATURE:;; 'W,='MINIMUM•SIDE LAP WIDTH'(INCH),;X;=MAXIINUM:SIDE+LAPrFASTENER,SPACING:(ik O C+};, Y=MINIMUM'f1`OF'STAGGERED"CENTER`ROWS,.Z:=+MAXIMUMCENTER`.ROW'FASTENER'.SPACING(INCHAtC)•. SYSTEMiW-4',,ZONE'2,&"3; PERIMETER;&'•CORNER'AREA'BASE'SHEET:ATFACNMENT:' Ultimate Design Wind Speed V i, (mph) ExposureP Enclosure Roof Height Zone 120, 130 140 150ft) 160r. 170Z, X, Y° Z' ." X Y Z X` Y' Z'^ X Y Z X' ' Y . ' Z: X Y Z X, y Y rZ ' 0<h<15 2-Perimeters 8' 3— 8 8 3 8 8 3 8=. 8 3 8 8 3 8",:: 8 3 8 7"' 3 7 3-Corners 8=' 3 8 3 8 7 :. 3 7-_-• 6 3 6 3 4 3 4 4- 4 4= 15<h c20 2-Perimeters 8 3 8 8 3 8 81 3 8 '; 8 3 8 8 3 8 .; 7 3 7 5' 3, 3-Corners 8. , 3,. 8' " 8 3 8 7' 3 T'.` 5 3 5 4 3 4 4T'- 4- C Enclosed 2-Perimeters 8 3 8: 8 3 8 8 3 8 3 8 7. i'` 3, ,, 7`'" 7 3 7 5:'? 20<h<30 3-Corners 8 3' 8 7 3 7 6 3 ' 6 4 3 4 4 3 4C. 4 4 4 5 30<h<40 2-Perimeters 8,. 3 8 8 3 8 8= 3 8` ,' 8 3 8 7 3 7.;"", 5 3 5 T.,4` 3` 4< 3-Corners 8' 3. • 8`, 7 3 7 5'• 3 5'- 4 3 4 4 . 4' ..: 4 4 4 4 4= 0<h<15 2-Perimeters 8,' . 8 3 8 8 3 8:`=`` 8 3 8 8 3 8 8 3 8 6" 3-Corners 8 3; 8 7 3 7 6. 3 5= ' 5 4 5 5 5...: 4 5 4 15<h<20 2-Perimeters 8 3:.. 8 8 3 8 8 8 3 8 8 3, a 8 ;; 8 3 Open 3-Corners 3 8 7 3 7 6 4 6 ;: 5 4 5 5 5 Sf•C; 4 5 4 4 5; 4 2-Perimeters 8 3 8 8 3 8 8.. 3 8° 8 3 8 8 3,, i6 ,'' 20<h<30 8 6 3 6 6:' 4' 3-Corners 3. 6 3 6 5 4 " 5 ' ;- 5 4 5 5 • - S ' 5 "; 4 5 4 4 - .- 5 • 4' 30<h<40 2-Perimeters 8. 3 .; 8- 8 3 8 8-; 3 8 8 3 8 8 3 8 x 7 4 7 6;' 3-Corners 7 • 3': 7 6 4 6 5` '. 4 5 `" 5 5 5 4 cis 5 4' .; 4 5 4 4 6 4D 0<h<15 2-Perimeters 8'" 1 8 8 3 8 8 3 8°' 8 3 8 7 3 '. T%.` 5 3 5 4' 3 3-Corners 8 3 B' 7 3 1 7I 4 3 4 4 3 4ti'= 4 4 4 4> " 5 4' 2-Perimeters 15<h<20 B. 3 8' 8 3 8 8l 3 8. •, 8 3 8 7 ,, 3 T 4 3 4 4.. 3 4' ' 3-Corners 8 3 8 7 3 7 6 3 6 t 5 3 5 4 4. ti-' 4' _ 4 S 4 4` SEnclosed 20<h<30 2-Perimeters 8 "• 3 8'. 8 3 8 8. 3 8: 7 3 7 5, 3 5_` 4 3 4 3-Corners T' 3' 7 5 3 5 4 3 4.:"' 4 3 4 4 4 K •"4-: 4 5 4 F2-Perimeters 30 < h < 40 8 3 8 8 3 8 8' 3, 8 7 3 7 4 3 4''s 4 3 4 N/A3-Corners 7 3 7 4 3 4 q- - 3 r 4 4 4 4 5 4'. 4 5 4 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-114 for FL16709-114 Revision 4: 09/14/2017 Appendix 1, Page 12 of 14 TRINITY !ERD TABLETS'. WOOD:DECKS'—'NEW CONSTRUCTIUWOFr EROOF (TEAR-OFF);:SYSTEM;TYPE E ",NON=INSULATED,: MECRANICALLYaAT ACHED'aBASEtSHEET,tBONDED ROUE COVER ` NOMENCLATURE:. WI= MINIMUKSIDEIAP WIDTH Y =%MINIMUM:# OF',STAGGERED'CENM:ROWS; Z'=MAXIMUM`•CENTER'ROW''FASTENERISPACING(INCH O:C.) Base Sheet Roof Cover System Deck Attachment No. See Note 1) Base Fasteners Ply Cap MDP (psf) At LLap Staggered Center Row(s) W X Y Z SYSTEM'DESCRIPTION'.WRH.ZONE-1','(FiiLDAREA')'--.BAsE'SHEETATTACHMENT: Min. 19/32-inch Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. BP -AA, SBS-AA, W-5 plywood; See Note 1 Base 20; Poly SMS Base; Ultra tin caps with 11 ga. 4 8 3 8 SBS-TA or APP- SBS AA, SBS-TA 60.0PolySMSBase; Yosemite annular ring shank nails or APP-TATA SYSTEM`W=S;ZONER-'&3;;PERIMETER'&SCORNER'AREABASE`.SNEETATTACNMENT.:: ..'F.i' Ultimate Design Wind Speed V x (mph) ExposureP Enclosure Roof Height Zone 1'ZO 130 1401" 150ft) 170 X'. Y Z X Y Z X. Y' Z. e X Y FZ X- Y 2 4 X Y Z 0<h<30 2-Perimeters 8' 3=;., 8 8 3 8 8 3 8 =' 8 3 8 8• .,,, 3T 8d 8 3 8 3-Corners 8 3 8 8 3 8 8' 3 8_, 8 3 8 7 ..,• 3 i-` 6 3 6 5, 4 r 5'„ Open 30<h<40 2-Perimeters 8 3 8 8 3 8 8 ., a3 u :, 8 8 3 8 8 3 St;, 8 3 8 8.'. 3 3-Corners 8 3' 8 8 3 8 8 3 g, ;. 7 3 7 6 3 6 5 3 5 5. B 0<h<30 2-Perimeters 8 3 8. 8 3 8 8', 3- 8 8 3 8 8% , 8 3 8 Enclosed 3-Corners 8'a 3` 8 8 3 8 83 8' 7 3 7 6 3 6='< 6 3 6 4 3 30<h<40 2-Perimeters 8 3 8 8 3 8 8. 3 8 8 3 8 8 3 8'- 8 3 8 7` 3-Corners 8 3r, 8 8 3 8 8 3 8 -; 7 3 7 6 3 6''- 4 3 4 4 3 4 0<h<15 2-Perimeters 8-' ; 3: 8 8 3 8 8 3 8" `: 8 3 S 8 3 8 3 8 3-Corners 8 3 8 8 3 8 J 3 7 6 3 6 5 3 5 5 4 5 15<h<20 2-Perimeters 8 3 8 8 3 8 8 3 8 8: 3" F :8' ., 8 3 8 8 3" 3-Corners 8' 3 8 8 3 8 7 3 7 6 3 6 5 4 5[_ 5 4 5 4;' ;F 3 5 qCOpen 20<h<30 2-Perimeters 3' 8 8 3 8 8 3 8 == 8 3 8 8 3 8` t 8 3 8:7.`' r 3-Corners 8. T 3 8 7 3 7 6, 3, 6' 5 3 5 5 4 5:+= 5 5 5 4. 51 4 F30<h<40 2-Perimeters 8 .. 3`, 8 8 3 8 8 ... 3.` 8' 8 3 8 8 3 8';• 8 3 8 7" 3 .., 7" 3-Corners 8 3 8 7 3 7 6" 3' 6 5 4 5 S 5 5 `` 4 5 4 4 S 4 ` Exterior Research and Design, L-C. d/b/a Trinity I ERD Certificate ofAuthorization #9503 Prepared by: Robert Nieminen, PE-59166 6'"EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4: 09/14/2017 Appendix 1, Page 13 of 14 t TRINITY' ERD NTINUED) :<W000,DECKS'—.NEW.CONSTRUCTION,-OR RER"OOF. (TEAR -OFF), SYSTEM;TYPE.E:'INON<INSULATEb' IVIECHANIGALLY°ATTACHED BASE $HEFT, BONDED ROOF.COYERRE:': W.='MINIMUM SIDEiLAP-WIDTH(INCH);Xi=MAXIMUMSSIDELAPfASTENERSBACING'(iNCNO.0 );' Y='MINIMUM # OF-STAGGERED'CENTER:ROWS',`Z =MAXIMUM:CENTER.ROWiFASTENER=.BRACING (INCH O C"):t. SYSTEM W'S;:ZONE T&.3;iPE timETER:& CORNER.AREA•BASV HEEL"ATTACHMENT.-: .. .-.. y ' .. Ultimate Design Wind Speed V x (mph) Exposure Enclosure Roof Height P (ft) Zone 120. 130 ':140 150 160` 170 :180" C I Enclosed D Open Enclosed 0<h<15 15<h<20 20<h<30 30<h<40 0<h<15 15<h<20 20<h<30 30<h<40 0<h<15 15<h<20 20<h<30 30<h<40 f X. Y Z,. X Y Z X Y" Z >`` X Y Z X'' Y Z':1 X Y Z 2-Perimeters 8., 3' 8' 8 3 8 8 3 ,, 8 `::. 8 3 8 8',? 3 8 8 3 8 3-Corners 8 3' 8- 8 3 8 7' 3 T.- 6 3 6 5:` 3 5; 4 3 4 4,. 4. 4=- 2-Perimeters 8 3 8 8 3 8 8" 3'- 8r; 8 3 8 8-< 3 k -8 7 3 7 3-Corners 8 3. 8` 8 3 8 7 .. 37, ,,. T>-` 6 3 6 4, 3 4 4 3 4 2-Perimeters 8 3 8 8 3 8 8 P-3 85' 8 3 8 7 3 7 3-Corners 8 3 8 7 3 7 6 3 6> -• 5 3 5 4 =' 3 4 4 4 4 2-Perimeters 8 3 `" 8" 8 3 8 8-3 8,5,,- 8 3 8 7.; 3 y7 . 6 3 6 3-Corners 8 3 8 ". 7 3 7 6 x 3 6; 4 3 4 4 4 4 4 2-Perimeters 8 i3. 8; ' 8 3 8 8: 3 8;. 8 3 8 8 3x 8;`. 8 3 8 7 3 3-Corners 8 3 8. 7 3 7 6 3 65'' 5 4 5 5 4 5 4 5 4 2-Perimeters 8, 3, 8' 8 3 8 8 3 8 8 -' 13. J.:8 8 3 8 3-Corners 8' 3 8 7 3 7 6 3 6; 5 4 5 5 5, S'-i 4 5 4 4 2-Perimeters 8_ 3:" 8 ;. 8 3 8 8 3 8',,.., 8 3 8 7 3 7 6' 4 6 ,• 3-Corners 7 3 T 6 3 6 S 4 5-`- 5 4 5 5. 6 5_ 4 6 4 4- 6 t. 4 2-Perimeters 8 .' 3_ 8' ' 8 3 8 3 St; 8 3 8 8 ,' 3 .' 8 ;' 7 4 7 6 3-Corners 7 3'. • 7. 6 3 6 5; 4 5:'. 4 4 4 4* 5 q :; 4 6 4 N/A 2-Perimeters 8 3: 8 .'` 8 3 8 8 3 8;' - 8 3 8 7 3 t, 7 6 3 6 5„ 3 5 3-Corner5 8 3' 8 7 3 7 6' 3 6' ` 4 3 4 4,` 3 q 4 4 4 2-Perimeters 8 3' 8' 8 3 8 8 3 8 t: 8 3 8 7 3 Z 6 3 6 4`;' 3-Corners 8 3•:. 8' 7 3 7 6 3 6 .. 5 3 5 4 4 4 4 5 4 q :'. 5`'-;q'• 2-Perimeters 8" 3 .. 8 8 3 8 8 t 3 8` .; 7 3 7 6`' 3 ai' .< 5 3 5 3 4 3-Corners 7 3 , 7 6 3 6 4 3 4'"';'° 4 3 4 4 ,.. 4 4`- ^_ 4 2-Perimeters 8• 3. 8s 8 3 8 8. -'` 3 7 3 7 6 _ 3 6 '' 4 3 4 3-Corners 7 3 7 6 3 6 4" 3" 4" 4 4 4 4'.' 5' .; 4-_.' 4 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL16709-R4CertificateofAuthorizationtt95036' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017Preparedby: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 14