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A ENGINEERING & TESTING, INC. Phone: (866) 781-6889*Fax: (866)'784-8550 www.floridaengineeringandtesting.com 250 S.W.13"'Avenue Pompano Beach,FL 33069 DATE: 2/12/16 JOB ORDER#: 16-511 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce,Florida 34982 PROJECT: Clevinger Residence 5-V Crimp Roof Panel ADDRESS: 3118 Old Edwards Road Fort Pierce, Florida FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Project Information: Mean Height=Max. 15' Exposure: C Basic/Ultimate Wind Speed: VuIt=170 mph Length= 62' Category: II Nominal Wind Speed: Vasa=V„1t*40.6 Width= 30' Slope: 5/12=22.6° (asd=allowable strength design) Parapet Wall: N/A Residential KZ=0.85, Kzt= 1.0, Kd= 0.85 Design Calculations: Velocity Pressure: q= 0.00256*KZKZtKdV2 Velocity Pressure (uit): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*40.6)2] =32.07 psf Width of Pressure Coefficient: 0.1(30') = 3.0' 0.4(8'). = 3.2' } use: 3'0" Effective Wind Area: <1 Oft2 External Pressure.Coefficient: Internal Pressure Coefficient: 1) GCP 1 = -0.9 1) GCP; = 0.18 2) GCP2 = -1.7 3) GCP3 = -2.6 Design Pressures Based on Vasd: 1) Field P1 = 32.07*[(-0.9)—(0.18)] = -34.6 psf 2) Perimeter P2 = 32.07*[(-1.7)—(0.18)] =-60.3 psf 3) Corners P3 = 32.07*[(-2.6)—(0.18)] ='-89.2 psf v Q 'R, Qualify ��A s . mttrance Page 2,2/12/15,Job Order#16-511 �! All Area Roofing FUO A Clevinger Residence-5-V Crimp Roof Panel 3118 Old Edwards Road; Fort Pierce,FL: Attachment Requirements: Based on the requirements of Florida Product Approval # 17022.1R3, Table A, Method 2 with maximum design pressures of -93.5psf; the following are our recommended fastening patterns to attach the 26 ga. 5-V Crimp roof panel to the minimum 15/32" thick plywood or wood plank decking utilizing # 10 x 1-1/2" minimum Hex Washer Head Wood screws to provide a minimum 3/16" fastener penetration thru bottom of support in the following fastener patterns and these fastener row spacings: Design Pressure (ASD) -93.5 psf Row Spacing 16" o.c. Fastener Spacing 12" o.c. (Across Panel Width) (Attached to the tops of the V's for a total of 3 screws across the 24" width of thepanel) Notes: Corners and perimeter (edge, hip, & ridge) area dimension shall not be less than a = 3'0" (Zone 2: Perimeter (including along ridges) is a 3'0" wide strip, Zone 3: Corners are 310" x 3'011) Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty(as applicable). All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2014 Edition. Wind load calculations based on ASCE 7-10, FBC 2014 and information provided by client. Client is responsible for verifying existing conditions as it pertains to the above provided product approval. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely, 2 Mark A. Mesiano,—P.E. Florida Engineering& Testing,,=Inc. Florida Reg.No:'48202 Certificate of Authorization No. 6923 Florida Building Code.Online Page 1 of.2 RcMaDep.Bft mirittf BCIS Home Login User Registration Hot•Topics SubmitSurcharge ; Stats&'FScts Publications FBC Staff BCIS Site MapLinks I Search t B'usines� (1,9111 product ApprovalufsiaUSER: P6bllc User Regulation Product Approval Menu>Product or Application Search>Aoolication.List>Application Detail ••i '. FL# FL11602-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap,Inc. Address/Phone/Email 32923 Mission Way Mission,NON-US 00000 (551)574-29.39 rntupas@ interwra p.com Authorized Signature Eduardo Lozano elbzafio@interwfap.com Technical:Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission,NON-US 00000 (7781)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undeirlayments Compliance Method Evaluation Report from a Florida'Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed' Robert Nieminen the Evaluation•Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 11/19/2016 Validated.By John W.Knezevich,PE 9 Validation Checklist-Hardcopy Received Certificate.of Independence FL11602 R3 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.2'.4 1507.2.8 1507.2.9.2 1507.3.3 1507.4.5.1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTr... 1/19/2016 Florida Building Code Online Page 2 of 2 1507.4.5.2 1507.5.3 1507.7:3 1507.8.3 1507.9.3 1523.6.5'.2.1 Product Approval Method Method 2 Option B Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11602:1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in.HVHZ:No FL11602 R3 II 2015 05 'F.INAL ER 'INTERWRAP FL11602- Approved for use outside HVHZ:Yes R3.odf Impact Resistant:N/A Verified By: Robert Nieminen:PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party:Yes Other:.1.)The design pressure noted herein pertaffts.to- Evaluation Reports Use of a specific underlayment;system,beneath foam-on tile -FLf1602 R3 AE 2015 0 FINAL ER INTERWRAP FL11602 sytsems.Refer to,ER Section S.6:3 for details.2.)Refer to R3.1)df ER Section's 5 and 6'for other.Limits of Use. 1 Created,by Independent Third Party:Yes '.Back; F-----tl. Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The-State of Florida is an AA/EEO employer.Copyright 20074013.State of Florida..::Privacy Statement::Accessibilitb Statement::Refund Statement Under Florida law,email addresses arepublic records.Ifyou do notwant your e-mail address released In response-to-a,public-records request,do noLsend electronic mail to this entity:Instead;contact the office by phone or by traditional mail.If you have any questions;:please contact 850.487.1395.•Pursuant to Sectlon 455.275(1).Floridar.Statutes;effective October 1 20L2 licensees licensed under Chapter 455,F.S.must provide the bepartment with an email address if they hate one.Theemaiii provided mayaie used-for official coma nicati6rfw th the licensee.However email addiesses,are public record.Ifyou do not wish to supply a personal'aiidiess,please provide the Department with an email address-whicli can be made available to the public To determineiP.you are a licensee under Chapter 455,F.S.,please click. e e. Product Approval Accepts: W® aka M. scCurity\Ipmuc-.r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f Fr... t/18/2016 EXTERIOR RESEARCH'&DESIGN,LLC. Certificate of Authorization#9503'- QOTP-.INITY� 35CHRISTIAN STREET, UNIT ERD OXFORD,3 .CT 06478478 PHONE:(203)262-9245 FAX:(203).262-9243 EVALUATION REPORT Interwrap,Inc: Evaluation,Report'111980_11.08-R3 32923 Mission Way FL116027R3 Mission, BC V2V-6E4 Date of Issuance:11/03/2008 Canada Revision 3:05/01/2015 SCOPE: This Evaluation Report is issued under Rule 61G2073 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 compliancewith the 5th Edition(2014) Florida Building Code sections noted herein. DESCRIPTION: Titanium•"Roof Underlayments LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance.Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report;is valid until such time as the:named product(s) changes; the referenced Quality Assurance documentation changes; or provisions of the Code that,relate to the product change. Acceptance of this Evaluation Report by-the named client constitutes agreement to notify Robert Nieminen, P.E.if the product changes or the referenced Quality Assurance.documentation changes. Trinity[ERD 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 "Trinityl,ERD 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 forinspection at the job site at the request of the Building Official: This Evaluation Report consists of pages)through 6. prepared by:; — .-`NQS•"aa�:.''c• '�.5+•."'�= �C T' The facsimile seals Robert J.M.Nieminen,P.E. °'�Fss� G �. P.E.on05/01/2015Pl Thisd6 do not serve asaneng was authorized by ectonirobert alhsigned :lqun gUi�s Florida Registration-Na.59166,Florida DCA ANE1983 document.Signed;sealed liafdwpies have beentransmitted to the Product Approval Administrator.and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financiaf interest.in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 1 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 involvedin the approval process of the product. 5. 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, �RINI-fY(ERD ROOFING COMPONENT EVALUATION: 1. SCOPES Product.Category: Roofing Sub-Category.:- Underlayment Compliance:Statement: Titanium'" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with the intent of the.following sections of the Florida Building Code through testing in accordance-with applicable sections the following Standards..Cofhplia,nce is subject to,the Installation Requirements and?Limitatiohs/Cdtldltions of Use'setforth.herein. 2. STANDARDS: Section Property Standard Year 1507.2.3;1507:33;1507.5.3;,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006 T1507.9,15,07.1 8..3,1507,9.3 Loss orrHeating. 1507.2.4,107.2.8,1507.2.962, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009 1507.4.5:1,-1507.4.5.2,1507:5.3,. Stability,,F.lexibility,Tear,:Permeance 1507.5.3.2,1507.773,1507:73.2 1507.3.3 Installation Practice FRSA/TRI April 2612(04-12)' 2.012 1523.6.5.2.1 Physical Properties(2-ply-system) TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2.600 3. REFERENCES' Kaiiii Examination Reference, Date ERD-(TST6049) Physical Properties 115010.04.09 04/39/2009 ERD(TST6049) Physical Properties 115010.05.10 05/14/2010 ERD:(TST6049) Physical Properties 135520.06.11, 06/15/2011 ERD.(T,ST6049) Wind Uplift 135520.08.11-1 08112/2013 ITS(TST1509) Physical Properties 3146738COQ,003A 03/28/2008 ITS(TST1509) Physical Properties 3146738COQ-003B: 03/28/2008 ITS(TST1509) Physical Properties 3126617COQ7005 10/31/2007 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Inspection Report 11/19/2014 4. PRODUCT DESCRIPTION: 4:1 Self.-Adhering.Underlavments: 4:1.1 Titanium" PSU-30 is.an unreinforced polymer modified bitumen material adhered. to'the underside of a polymer- coated,synthetic woven sheet. The underside is backed with a release'film. Unit weight 24 lbs/square. 4.2 Mechanicallyfastened Underlayments: 4.2:1 Titanium'"_UDL-25-Js a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 lbs/square. 4.2.2 Titanium'"UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating.. Unit weight 2.9 lbs/square. 4.2.3 Titanium" UDL=30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 lbs/square: 4.2.4 Titanium'" UDL-50 is a synthetic sheet-type underlayment comprised of a .woven,core coated on both sides with a polymer coating. Unit weight.4.7'Ibs/square. 4.2.5 Titanium`" UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight'2.9lbs/square 4.2.6 Titanium'" UDL=TF is,a synthetic sheet type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight,2.9 lbs/square. 4.2.7 UDL-TTMC300,is a synthetic sheet-type underiayment comprised of a woven core coated on both sides with a polymer coating. Unitweight 3.2 lbs/square. Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3 Certificate ofAuthorication#9503 FL11602-R3 Revision 3:05/01/2015 Page 2 of 6 TRINITY,ERD 5. LIMITATIONS: 5.1 This:is a building code evaluation. Neither Trim,tyIERD nor RobertNieminen, P.E: ate, 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 report;refer to current Approved Roofing.Materials Directory for fire rati ngs of this product. 5.4 Titanium—Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for.approval based on this evaluation combined with supporting data for the prepared-roof covering. 5.5 Allowable Roof Covers: Table 1: Roof Cover Options Asphalt Wood Shakes& Underlayment ShinglesNail-Ori Tile Foam-On Tile Metal. Shingles Slate PSU-30 Yes Yes Yes Yes Yes Yes (see s.s.1) UDL-25 Yes No No Yes Yes Yes Yes Yes UDL=25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes ply system) plysystem) Yes Yes UDL-30. Yes (base layerin 2- (base layer in 2- Yes Yes Yes ply system). ply system) UDL-50 YesNo No Yes Yes Yes UDL-TT Yes No No Yes Yes Yes UDL-TF Yes No No Yes Yes Yes' `UDL-TTMC300 Yes No No Yes Yes Yes. Private Labeled 5.5.1 "Foam-On Tile"is limited to use of 3M`"'2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow TILE BOND`"Roof Tile Adhesive(1`1_717)applications unless tensile adhesion/ long term aging data from an accredited testing,laboratory.is: provided. 5.6 Allowable Substrates:Titanium PSU-30: 5.6.1 Direct-Bond to Deck: New untreated plywood; Existing untreated plywood,primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanically Attached Base Sheet: Y ASTM D226,Type I or II felt. P Titanium UDL-25 PLUS,LID L-30(primed with D41 primer)or UDL-30(inverted). 5.6.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April,2012(04-12)does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part, of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04'=12)and are used in foam-on the applications. Maximum Design Pressure is the result of testing forwind.load-resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1,margin.of safety per FBC 1504 9-has already been applied).Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A. or FBC 1609 for determination of design wind loads. 5.6.3.1 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Titanium PSU-30,self-adhered Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9S03 FL11602-113` Revision 3:05/01/2015 Page 3 of 6 TRINITY I ERD 5.6.3:2 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-inch,plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25-PLUS or UDL-30(inverted) Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not:less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.;1-5/8"diameter tin caps Spacing:_ 6-inch o.c.at 4-inch wide.side laps and 12-inch o.c.at three.(3),equally spaced center rows. 'Primer: ASTM D41 primer required at all tin-caps. Underlayment: Titanium PSU 30;self-adhered 5.6.3:3 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-inch plywood`to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 12 ga. annular ring shank nails having,not less than 20 rings'per inch, heads not less than 3/8 inch diameter and length sufficient.topenetrate through the thickness of deck not less than.3/16-inch with min:32 ga., 1-5/8"diameter tin caps. Spacing: 64n&o.c.at 4-inch'wide side laps and 124nch o.c:at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30,self-adhered 5.6.3.4 Maximum Design Pressure=-45 psf*i Deck: Min.15/32:-inch plywood to.meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS.or.UDL-30(inverted) Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not lessAhan 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to:penetrate through the thickness of deck not less than'3/16-inch with min.32 ga.,1 S/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41.primer required at all tin-caps. Underlayment: Tltanium.PSU 30,,-self-adhered. 5.6.3.5 Maxim um:Design.Pressure=-45.psf*. Deck: Min.15/32-in6h plywood'to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL73.0(printed side up) Fasteners: Mechanically attached with 12 ga. annular ring shank nails hawng not less than 20 rings per inch, heads not less than.3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1=5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM 041 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30„self=adhered 5.6.3.6 For mechanically attached base:sheet'in a 2-ply system,the maximum design pressure for the selected assembly shall. meet or exceed the Zone 1 design pressure determined in accordance.with FRSA/TRI April 2012(0442),Appendix A, Table IA or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk*<carry the limitations set forth in Section 2.2.1.'5.1(a)of FM LPDS 1-29 for Zone 2/3' enhancements 5.7 Exposure Liniitatibns: Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TFshall.not be left exposed for longer than 30-days. Titanium PSU'-30 shall not be left exposed for longer than 90-days. UDL-TTMC300 not be left exposed for longer than 180-days. Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 .FL11602-113 ' Revision 3:05/01/2015 Page 4 of 6 ��TRINITYJERQ 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation .requirements subject to the Limitations set forth in Section 5.herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check.for protruding nail heads. Sweep the substrate thoroughly to remove any dust arid debris.prior to application,.and peir ie the substrate(if applicable). 63. _. TitaniumTM'UDL-25 UDL-25 PLUS,UDC-30.-UDL-50,UDL-TT;UDL-TF and(Private'Labeled)UDL-TTMC300: 6.3.1 Installin compliance with iiianufacfurer`--s,published installation instructions and the requirenients for ASTM D226,.Type I andal underlayments in FBC Sections 1507 for the type of prepared roof covering_to'be installed. 6:3.2- Fasteners: _ Mechanical_attachment of Titanium UDL-25, U.DL-25 PLUS and UD.L-30 is,limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical-attachment of UDL ��TRINIIYJERD 6.5 Titanium 2-P.IV System: 6.5.1. The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed,or-inverted) mechanically attached to the wood,roof deck followed by Titanium.PSU301 self-adhered.- G.5.2 elf-adhered..6.5.2 'Non-Tile Applications: Install Titanium.UDL-25 PLUS.or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3'followed by'Titanium PSU=30 in accordance with Section 6.4. 6.5.3 Tile Applications- Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein;using the instruction's noted above.as a guideline. For mechanically-fastened tile roofing;.refer to Interwrap published installation instructions;but not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-sectile roofing,referto Section 5.6.3 herein. Wait a minimum:of 24 hours prior to loading roof tiles. Tiles shall be staged so.as to avoid slippage and/or damage to the roof underlayment. The use of sealant_or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. 7. BUILDING PERMIT REQUIREMENTS: As required by'the Building Official or.Authority:Having Jurisdiction in orderto:properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contactthe.named CQA agency for information-on production locations covered.by F.A.C.Rule 61620-3 QA requirements. 9. QUALITY ASSURANCEENTITY: Intertek=Testing Services NA Inc.-ETL/Wamock Hersey—QUA1673;(604)520=3321 -END OF EVALUATION REPORT= Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9S03 FL11602-R3 Revision 3:05101/2015 Page 6 of 6 Stingerworld I The leader in cap systems technology Page 1 of 3 • r (STINGER NEWS X Cul SUMER.11--.-d Upd.1S-3 a.:.• 1111 MIN; 11 141W 1THE;SYSTEMa'� • • • • t rat• x HAMMERTACKERS>CAP HAMMERS>CAP STAPLERS>CAP'NAILERS>CAP FASTENERS>ROOFING NAILS Cap fasteners are a recommended:BEST PRACTICE installation by housewrap and roofing undedayment manufacturers like DuPont, Typar, Grace, and I nium: Why?Because caps help-seal out moistureithat'can penetrate,sidewall \\ and roofing fabrics. Caprovide*better holding Caps p g power than a nail:or staple alone and.that means reduced blow-offs and lateral slippage! It also means fewer fasteners are needed to get the job done. ...................................................................................................................................................................................................................................................... .. 3/8"StaplePac for-use-with STINGER,CH38 and CH38A Cape Hammers only m 8iltiaL'A'. • Each 2016 count STINGER 3/8"StaplePac includes 12-168 count reels of Lull l'plastic l ,yarorr collated caps and 24•84 count strips ofAi13/6"staples f �7gt • Each StaplePac will cover approximately°25,square. "�s;Tll�gj�j 518"Pneumatic StaplePac for use withSTINGERCS58 Cap.Stapler only • Each 2000 count STINGER 5/8'StaplePac includes 10-200 count plastic collated caps and 20.-100 count strips of 5/8",staples • EadvStaplePac will rover approximately 25 square 7/8",1-11V&1-1/2"Pneumatic StaplePac for use with STINGER CS150 Cap. - Stapler&Crossfire Cap Stapler only ��9itflGflR formerly Crossfire StaplePac • `•` • Available in 7/8';1-114"and 1-1./2" • i.-�t?[Itt88R • - +�; • Each':2000 count STINGER StaplePac includes 10_200 count reels of full 1"plastic collated.caps and 20—100 count strips staples • Each StaplePac will cover approximately 25 square S'TINGPRNAILPAC . , . ,a.,a..,..•..a.,. ,--1".Pnoumatic NaiIP_ac.for use.with.S7,lttGER,CN100 only Each 2000 count STINGER 1"NallPae-includes 10. 200.countreels of full.1"plastic - "� collated caps and 10-200 munCcoils of wire collated,V electro-galvanized ring shank _ STInCs@ r nails _�'«Noi sy R C ' • Each.NailPac.wilt cover approximately 25 square oes Here Plasti-Top®and Round-Top®ProPacs for use with Hitachi NV50AP3 and Plasti= Tacker Plus®Cap Nailers only iPlasti-Tacker Pro'" for use with Plastic Na!IPac and ProPac only) • Available in 7/8",t-1/4"and 2"lengths Allat. I�II�IIt li�I '1 • Each 2800 count NailPac or ProPac includes 8—350 count reels of collated caps and 8- I "`-"• `u+"T 350 count tolls of wire collated,electrogalvanized ring shank nails Each.Nal lPac or PrcPac will rover approximately,35 square 1-114"NailPac or RolPae for use with STINGER RT2 or RT3 Cap Natlers only • Each 3000 count NailPac indudes 2—1500 count reels of 1"collated steel caps and 2-1500 count coils of wire collated,electro-galvanized ring shank'nails llttp://www.stingerworld.com/fasteners.asp 1/18/2016 � t4 ' orFlorida DeparUnenpf Y SCIS Home Log In User Registration Hot Topics ' Submit Surcharge ( Stats&Facts 1 Publications FBC Staff BCIS Site Map ( Links Search Busines Professi �I 6 tiaE{ product Approval :USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail 05 FL# FL17022-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Extreme Metal Fabricators,LLC. Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrememetalfabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrememetalfabricators.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 James L.Buckner,PIE.-@ CBUCK,Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Steven M. Urich, PE © Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R3 COI CertOfIndep.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 2/11/2016 r1uLlua oulluwr".-Vu� Product Approval Method Method 1 Option D Date Submitted 12/18/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/18/2015 Date Approved 02/10/2016 Summa ry of Products FL# Model,Number or Name Description <1�iL 17022.1 (1)5-V Crimp 26 Gauge Steel,Lapped Roof Panel, Mechanically Attached to Wood Deck. 14— Limits of Use Installation instructions Approved for use in HVHZ:No FL17022 R3 11 1 SVCrimp 26aa WoodDeck EVALREPORT.vdf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E. #31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+NIAI-101 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE I .5VCrimr) 26QD-—WoodDeck EVALREPORT.pd and limitations of use. Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.2 (2)5-V Crimp 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 11 2 5VCrimy 032AIum WoodDeck EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By: James L.Buckner,P.E. @ CBUCK,Inc. P.E. #31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other:Refer to evaluation report for conditions FL17022 R3 AE 2 SVCrimr) 032AIu[n WoodDeck..EVALREPORT.pdf and limitations of use.Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.3 (3) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,24 Gauge Steel Roof Panel Mechanically I Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 11 3 1.5 Approved for use outside HVHZ:Yes MechSeam 24ga WoodDeck EVALREPORT.adf Impact Resistant:No Verified By:James L.Buckner,P.E.@ CBUCK, Inc.P.E. #31242 Design Pressure: +N/A/-191 Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions Evaluation Reports and limitations of use.Refer to manufacturer's FL17022 R3 AE 3 1.5 installation instructions as a supplemental guide for MechSeam 24QaWoodDeck EVALREPORT.pd attachment. Created by Independent Third Party:Yes 17022.4 (4) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instru0ioni Approved for use in HVHZ:No FL17022 R3 11 4 1.5 Approved for use outside HVHZ:Yes MechSeam 032AIum.WoodDeck EV—ALREPORT.j)d Impact Resistant:No Verified By:James L. Buckner,P.E. @ CBUCK,Inc. P.E. #31242 Design Pressure:+N/Al-191 Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions Evaluation Reports and limitations of use.Refer to manufacturer's FL17022 R3 AE 4 1.5 installation instructions as a supplemental guide for MechSeam 03261um..WoodDeck EVALREPORT.od attachment. Created by Independent Third Party:Yes 17022.5 rip I"Rib Height, 16"Wide,26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R3 11 -5 LN-gilStrip 26go—_WoodDeck EVALPEPORT.od Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK, Inc. P.E. #31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-97.25 Evaluation Reports Other.Refer to evaluation report for conditions FL17022 R3 AE 5 INailStrii) 26oa WoodDeck EVALREPORTod and limitations of use.Refer to manufacturer's Created by Independent Third Party:Yes installation instructions as a supplemental guide for attachment. 17022.6Strip 1"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. r_app_--t http://www.floridabuilding.orgtpr/n � d I.aspx?param=wGEVXQWtDqv2aBQpHpQQ... 2/11/2016 1 F- CBUCK Engineering. CBUCK,Inc.Certificate-of Authorization#8064, SpLmclalftj Structural Engineering E.v-,a.l-.u�at'i,o.,n .Relp,o,rt. "5- Crimp"' Metal Rod Assembly .Manufakturev: Extreme, Metal: .Fabricatq1rSj_LLC. .2160 SW Portia Drive Palm City, FL 34990 (772) 872-8.034 for 'Florida Pro.duct.Approval # FL 17022.11 R.3 Florida Building,Coclei 5th Edition (2.014) Per Rule 61G2073 Method: 1 - D Category: Roofing Sub:-Category: Metal Roofing Product: 5-V Criinp,Roof Panel Material: Steel Panel Thitknessi 26 gauge Panel Width.: 24" Support: Wood Deck" Digitally Mgrted by James L Buckner,P;E. Electronically signed and sealed documents shall complywith the provisions of FAC Rule 61G15-23. Prepared by: V0, James L. Buckner, P.E.,SECB E _%C Florida Professional Engineer#31242 No 31242 Florida Evaluation ANE ID: 1916 Project Manager-Youry Demosthenes LLI Report, No. 15-217-5V-S6W_ER STATE EOF (Revises 15-,176-5V-56W-ER) 40RID 0N Date: 12/18 15 /ON A -';�- Contents: Evaluation-Report Pages 1-7 2015.12.18,10:53:51 -05'00' CBUCK,Inc.,Palm Beach County,Florida Phone:(5611)491-9927-Eqn.ail:cibuck0pbuckinc.net-Websiten www.cbuckinc.net FL#: FL 1.7022.1 R3 Date: 12/18/15 Report No.: 15-217-5V-S6W-ER CBUCK EnQineerin Page '2.of 7 N CBUCI(,,Int.Certificate.6f Authorization#8064.. Specialty $trur-tu 1:51 En ineeirrig Manufacturer: ,Extreme Metal Fabricators,LLC. Product. Name: 15ry Crimp Product.0 e pry: at. 9 Roofing Product.Sub-Category. Metal:Roofing Compliance Method: State Product Approval.Rule 61G20-1005;(1)�(d) Prod uct/System .5-Y Crimp Roof Panel,, 2"6 gauge steel, 24" wide panel mechanically -attached to Description: Wood Deck Withscrews. Produlct.,.Assembly;as Refer to Page. 4 of this report, for product assembly components materials Evaluated,: :standa,rcls! L Roof Panel I Fasteners, 3. Underlayment 4. Insulation.on Board,(QptjoRal) Support:, ;Type: 'Wood Deck .(Qesign, of support and its attachment to support fra ming is,outside.'the scope-of !this.evaluati-bri.), 'Description:. • 15/32"or greater Plywood, or Wood,plank(min. specifi.c:gravity of.0.42) Slope: Minimum slope shall be, in compliance With FBC Chapter 15 Section 150.1.4.2, ,applicable: code sections :and in accordance with manufacturer's recommendations.. Performance: Wind Uplift;Resista.nce: • Design Uo.lift-,,P.tossU're(ASD,)- Ftefer toTable;A, '(Refer-to,'table k' attachment details,herein) . 1FL#: fl.17021.1 R3 Dater 12./'18 115, Report.No.: 15-217-5U=56W:-ER C UCI en in i r n g o _ '�- Pae 3� f 7 Spealalty Structural Ef'IQIIr12Pf�rlQ DUCK,Inc.Cerrifrcgte.of Authorization#8064. Performance The product described herein has tcl' strafed compiiance with: Standards-, ,• UL580=06- Test for Uplift Resistance of Roof Assemblies • UL,189.7-04—Uplift test for roof.covering systems • TAS 125-03—Standard Reguirementsfor Metal Roofing Systems: Code :Compliance: The product-described"herein has demonstrated:compliance with ':Florida Building ,Code 5th.Edition-(2014),Section 1504,3.2: Evaluation Report This product evaluation is limited`to:compliance.with the structural requirements Scope: of the ,Florida Building"Code, as .related to the scope. section 'to Florida .Product :Approval.Rule 61G20-3.001. Limitations and Scope of"Limitations and Conditions.ofFUse"The this evaluation: Conditions of Use: This evaluation report.for "Optional Statewide.Approval" contains technical; documentation, specifications :and; installation .method(s) which include "Llmitations and Condifons of Use" throughout the report in accordance with Rule 61G20-3:005.. Per Rule 61G20-3,404; the Florida Building Commission is the authority to approve products under, Optional$ atewide,Appr,pval",.. Option forapplication outside"Limitationsand Conditions of Use" Rule 61G20-3;005(1)(e): allows :engineering, analysis for "project 'specific approval by the Jocal authorities. having jurisdiction. in accordance with, the alternate methods and.matetials authorized in the Code". Any modificaton.of the product as evaluated inthis report and approved by the Florida Building Commission is, outside the scope; of this evaluation and will be :the resporlsibility.of others. • Design ofsupport.system Jsoutside:the scope;of.this.report. • Fire. Classification is, outside the scope of Ru1e 61620-3, and 'is therefore not. included in,this evaluation. ;• This evaluation;report does not evaluate.the-fuse of this,product for use in,the High Velocity Hurricane Zone code,sec tion. (.Dade:&Broward,Counties) Quality Assurance:: The manufacturer has demonstrated compliance of roof panel ;products in ,accordance %with, the. Florida Building Code :and Rule, 61M,10Q5 :(3) for :manufacturing under,a .quality assurance program_audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization IDk QUA 1824). FL#: FL 17012.1 R3 'Date 1:2/'18 15 Report No.: 15-217-5V-s6W-ER CEBUCK Engineering 'Page 4 of 7 s- Ineciah St uctutoi eng Lp OUCK,1hd.Certit1cat&,qf Authorization#8064, Components/Materials Roof Panel: 5-VCrimp (by Manufacturer): Materia]: Steel Thickness: 26.,.gaugo (mini). .Panel Widths: 24".(max.).Coverage, Rib fl,ei ht: g - Yield Strength: 40*simin: Corrosion Resistance: Per FBC Section 1507.4.31 .Fastener: FASTENER 1 Used forAttachment,Method I Type,-. Hex WasherHead Wood Screw Size: #9 x 14/2" (min.) Corrosj,PhResIstangp:. Per FM.Section 1506.6and 1507.4.4, Standard: Per ANSI/ASIVIE 818.6.1 FASTENER 2 Used forAttachment Method 2,3 4 4 Type: Hex Washer Head Wood,Screw Size: #10,x,1-1/2" (min.). Corrosion Resistance: Per F13C5ection,1506:6'and,1507.4A Standard:., Per ANSI/ASME 818,6,I C-prnponents&Materials: 'Unogrl'ayrng"t.: (4y Others) Material and application: shall be .in compliance with FBC Section 1507.4.5:1 and 1507.4.5.2, :applicable codes and in accordance with manufacturees recommendations. lnsulatlomtqptlonaly:� Type: Rigid Insulation Board Thickness, -3"(max::), 'Properties: Density: 2'25�pd_,(Ibs/ftl),min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation.shall,meet-minimum:density.OR tompressive strength. As Insulation'shall'comply with FBC,,Sktion 1508,,When•insulation is incorporated, fastener length shall.4; onform to penetrate thru bottom Of support a:minimum Of,8/1v. FL#; 'FL 17022?1 R3 Date: 121118 15 Report No.: 15-217-5V-S6W-ER =ering-SuK r=-n 'Page 5 of 7 NCL COnL Speclollftj StrLictwrall Engineering, CBUCK,Ine.Certificate Authorization#8064 Installation:, 1nstallation°Method-.: ;(Refer to"IABLE.A"beloWL-and drawings,atAhe end I of this evaluation reportJ • Fastelnler,$pacirig-.,= Refer"to,"T.A.BLEA!J'Below (attached to the tops of, tbpV's fqr,a total of-.3 screws across the width W iOtliof the. panel.). • RowSpaldrig: Refer,to!?ABLE W"telow (al' n'og the,lehgfh.of--th e:panel). • Minimutn,fastener,penetration i.thru bottom,Of-support, • For panel' construction: at the .end of, pgnpls, refer to m.anufbcturer's instructions and,any,,!iite,specific,,design.. TABLE:W' ALLOWARL.E:LOAD$ METHOD 1: METHQD;2: METHOD 11 METHOD 4:. Design Pressure(ASD)*: 86 PS.F --93SPSF 101PSF 228 PSF -Row.Spacing: 16:'°ox. o.c. 8"o.c. 6"o.c. 'Fastener Spadng.(across'panel width): 12Px 'o . -12"ox. 12"o.c.. 121''6.c., Fastener Size: t #9 #10 #10 #10 Allowable design pressure(s),for allowablestress design.-(ASD),with o-margin,qfsqfeiy,of, 2 to Install the 5-V trinip roof panel assembly in cOm-pliance with the installation, ;rbethod'Jisted-in this report and applicable.code sections of.FBC 5th Edition,(2014). The installation method described herein is, in accordance with the scope of this :evaluation report. Refer to manufacturers installation instruc-t ions ;as a, Supplemental guide...for attach merit. Referenced Data: LUL-580-06 & UL 1997-04—Uplift Test By Architectural Testing; Inc:,-,WOst.Palm Beac,h,,FL (Wor9 anization.#TSTID,:,1527). , Report-No.: 058910145.048 Date. % /14 Report No:; :F3366.014504,8, Date, 12 19/151 !,2. TAS 125—Uplift Test: By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organ ization,#TST ID:,1527)', Report No.: 1D5893.02-45048, 'Date: ;07 22/14, 3. Quality Assurance Keystone Certifications, Inc.(FBC Orgqniiation ID-#QUA 1824), Extreme Metal Fabricators, Inc. Licensee#974. 4. Cer if tion of Independence By.l.amest. Buckner,P.E.- , .,E.-@ CaU,C Engineering (P-8c'Organizatiob#-,ANE 1:916) iFL,#: fL 17022.1 R3 Date- 12-/'18/15 15-217-5V-S6W-ER CBUCK &ngin Report No. ee'rin 'Page, :6,of 7 N- , Specic9ittj $ttuctural r=nc;)InL=L=rlrlg CBUCK,Inc.certificate.of Authorization W8064 InstaIlation Method Extreme Meta I Fa4ricat LLC. 5-V Crimp (26 gauge,$- Roof�Panel attached Wood Peck Drawing 24" Maximum NetCoverage 5/8'. Rane'l Profile Nominal 12'ac. NoMnW 122*ma ipfB x I-112' Mn. or #10A I-11r- MIm per TWe BA! F VVadw Bead Smw Penal 0imlop is;O111;W12i QCw=ft-Pund-WdLh ROM TaMOW fbr WrigA4M.PO",LvVM Dedc - 15/37 or GreaW PVmW.or . VVwd Plank Typical Assembly Profile'View (Typital Fastening Pattern Accross)Width- Interior)' FL#: FL 170221 R3 -Datet 12, ./'-18,/15 Report No.: 15-217-5V-:s6W-ER CBUCK Engineering Page 7 of 7 CBUCK,Inc.Certificate of Authorization#8064 Specialty Structural C=n flneering Installation Method .Extreme M-etatfabricat.ors, LLC. 5-V Crimp (26 gauge Steel) Roof'Ponel attached to Wood. Deck Fasteners- #9 x 1-1/2"Min. or #10 x 1=1/2"1/2"Min. perTable"A" 5-Y.Crimp.Roof Pane) He.Ix Washer Head Wood Screws. Dedk: 15/&1 or gr.eater-Plywood,or WOOO plank Typical Roof Assembly Isometric View (optional) Rigid Insulation:Board per. Page 4 of this report TAB-LE"A" ALLOWABLE LOADS METHODI: METHOD,2: METHOD 3: METHOD& Design Pressure,(ASD.)*: t-�86 PSIF -93.5'PSF —1.01,P,51F -,220°PSIF Row-Spacing: 16"o.c. 16."ox. 8"ox. 6"ox.. Fastener Spacing(across panel width): 12"ox. 12"ox. 12"o.c. 12"ox. Fastener Size: 1 #9 #10 #10 #10 *.Allowable design.pressure(s)for allowable stress design(.ASD)-with:a margin:of,safety of 2 to 1.