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Home My WebLink AboutBuilding Permit Application Ni� 1 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: AA1 Permit Number: RECEM: J��1 03 U�7 Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X I PERMITAPPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 609 Nettles Blvd. Legal Description: Nettles Island Inc.A condo-section 11 Parcel+0+and Pro-rata share in common elements(OR613-2607:886-2560) Property rop -ty Tax ID#: 4502-501-0795-000-0 Lot No. Site Plan Name: Block No. 1 �Setbacks Project Name: Front Back: Right Side: Left Side: 'DETAILED DESCRIPTION OF WORK: IReRoof e Vn 0Ve Sh 1'Ic-s 4-- P( (c,d e uj e << f q/ i-) 'CONSTRUCTION INFORMATION:- . - Additional work to be performed under this permit—check all apply: [1HVAC Gas Tank ❑Gas Piping In_Shutters Q Windows/Doors Electric ❑ Plumbing Sprinklers E Generator V Roof Total Sq. Ft of Construction: 891 S . Ft.of First Floor: 891 Cost of Construction:$ 5500.00 Utilities:,n Sewer 0 Septic Building Height: 8' OWNER/LESSEE:, CONTRACTOR: Name Dorothy McNamara Name: Jamie Cisco 'Address:609 Nettles Blvd Company: Sunshine Roofing, LLC City: Jensen Beach State:_ Address: PO Box 1083 Zip Code: 34957 Fax: City: Palm City State:FL Phone No. Zip Code: 34991 Fax: E-Mail: Phone No. 772-260-8195 Fill in fee simple Title Holder on next page(if different E-Mail: sunshineroofingllc@gmail.com from the Owner listed above) State or County License: CM 327796 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: i FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure Which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work I in accordance with the approved plans,the Florida Building Codes and St.Lucie County,Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, 'accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signat re of Owner/ gent/Lessee Si a ure of Contractor/License Holder (STATE OF FLOIR Dq STATE OF FLORIDA COUNTY OF S L��%� COUNTY OF_& LJO l c= The f r oing instr ent was cknowledged efore me The f,,grgoing instn t was aFknowledged before me this day of e��,�c=r- , 20 l�by this day of Can+�i e 20�jby O\ qci Jamie Cisco ,(Name of persona nowledging) (Name of person acknowledging) (Signatur of Notary ublic-Stat of Florida (Signat re of Not ry ublic-S to of FI ida) ,Personally Known OR Produced Identification X Personally Known X O ;Type of Identification Pr Type of Identification Produce a .►�+ Notary Public State of Florida Marilyn Kluegel 'Commission No. `F: Marit""gel Commission No. ` (�Qx�ommisstonFF230179 My Commission FF 230179 of w pi 06/28/2019 pr pi ExplMs 06/28/2019 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF,7'T?E CIRCUIT COURT - SAINT LUCIE COUNTY .FILE # 4263138 OR BOOK 3!� PAGE 2650, Recorded 01/0 i f017 08:37:18 AM AFRR R1±�R91NC,-Rr?n_rRN 7'O: RECEIb'�D !AN� 37 i NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1.DESCRIPTION OF PROPERTY(Legal description and street address)TAR FOLIO NUMBER: 4502-501-0795-000-0 SUBDIVISION BLOCK TRACT_—LOT BLDG UNIT 2.GENERAL DESCRIPTION OF IIKPROVEMENT: ReRoof 3.OWNER INFORMATION: a.Name Dorothy McNamara b.Address 609=Nettles Blvd. Jensen Beach,FI 34957 c.interest in property Owner d.Name and address of fee simple titleholder(if other than owner) 4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER: Sunshine Roofing,LLC 772-260.8195 PO Box 1083 Palm City,FL 34991 5.SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6.LENDER'S NAME,ADDRESS AND PHONE NUMBER: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7..Florida Statutes: NAME,ADDRESS AND PHONE NUMBER: 8.In addition to himself or herself,Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: NAME,ADDRESS AND PHONE NUMBER: ' 9.Expiration date of notice of commencement(the expiration date is 1 year from the date of recording unless a different date is specified)- .20 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED SMOPER PAYMET` S LMER CHAPTER 713,PART I SECTION 713.13.FLORIDA STATUTES AND CAN,RESULT IN YOUR PAYING TWICE FOR IMPRQ3Mffi S TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST T gE BBC%D AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION 1F WM INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature of Owner or ell I Print Name and Provide Signatory's Title/Oliice Owner's Authorized Officer/Director/Partner/Manager I , State of Florida County of Martin The oregoing in trurnent was acknowledged before me this day of ` vr,b @.✓ ,201_. Bye rl'4: v m� c1 u-r~ as Owner (Name of person) (Type of authority...e.g.Owner,officer,trustee,attorney in fact) I For (Name of pally on behalf of whom instrument was executed) Personally Known_or p r� eI &• Notary Pabft State of FW4e .i Mod"Kk"al My QnbmlaW FF 230179 not d Nam of No Public) I '(Si w lea oNP,* *, 19 (P' tary 1 gnat of Not Public . Under penalties of perjury.I declare that I hale read the foregoing and that the facts in it are true to the best of my knowledge and belief(section 92.525.Florida Statutes). $rAT E OF FLORIDA Signature(s)of Owner(s)or Owner's)'Authorized Oliioer/DireciorITVe �vrth� i�ne�d� bove: i,oir CORRECT COPY 0' NE s By: a By RI I1 Al h m - °s �. +v.'x'SaY - ' JAN 0 --� RECEIti"=D JAN 0 3 -nq PAUL WELCH INC. � Mechanical Electrical Civil Engineering 1984 S.W.Biltmore St. Suite#114 Port Saint Lucie,FL 34984 Phone(772)785 -9888 E-mail pwelchinc@aol.com December 22,2016 Re: McNamara Re-Roof 609 Nettles Blvd. Jensen Beach, FL 34957 SCOPE-OF.WORK: Install new Metal Roof(Extreme Metal Fabricators,LLC 115-V Crimp"FL#17022.1) at above referenced address over new underlayment, and existing plywood sheathing. DESIGNCRITERIA: FBC 2014 ASCE7-10 PROJECT DATA: BUILDING IREGHT= 10'-0" A=3' MEAN ROOF HIEGHT=<20' ROOF ANGLE=4:12 SHAPE=PITCHED GABLE ADJUSTMENT FACTOR= 1.00 IMPROTANCE FACTOR= 1.00 WIND VELOCITY V ult= 165MPH WIND VELOCITY V asd= 12&MPH EXPOSURE=D ENCLOSURE CLASS=ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT=-0.18 I APPLIED UPLIFT DESIGN PRESSURES PER ASCE (PSF): ZONE 1 (Field)=-40.3 ZONE 2(Perimeter/Ridge)_-68.0 ZONE 3 (Corners) _-99.8 Paul Welch Inc. Paul Welch P.E. Reg.No.29945 December 22,2016 i i 609 Nettles Blvd.Jensen Beach,FL 1 of 3 METAL ROOFING ATTACHMENT REOUIREMENTS: Metal roofing to be attached with corrosion resistant Hex-Head wood screws#10 z 1 %" minimum with weather sealing washers (minimum 3/16"penetration through deck). Fasteners shall be placed through the panel ribs at 12"on center across panel width and spacing along the ribs as follows: ZONE 1 ffield):FASTENER SPACING= 16"O.C. ZONE 2 (Perimeter/Ridge):FASTENER SPACING= 16"O.C. ZONE 3 (Corners): FASTENER SPACING=8" O.C. NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF SLOPES UNDER 3 VERT. :12 HORZ. Design uplift Pressure for attachment as per above: Product Design Pressure:Zones 1 &2: -93.5PSF/Zone 3: -101PSF Therefore O.K. UNDERLAYMENT• Underlayment shall be in accordance with manufacturer's guidelines, FBC 1507.4.5.1, and FBC 15074.5.2.Underlayment shall be Polyglass Polystick TU Plus FL#5259.1 DECK INSTALLATION: Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"O.C. perimeter and 6" O.C. field for all zones. All work to be in compliance with product approval (FL# 17022.1), (FL#5259.1), manufacturer's specifications,and the Florida Building Code 2014. Paul Welch Inc. Paul Welch P.E. Reg.No. 29945 December 22,2016 609 Nettles Blvd Jensen Beach,FL r- 2 of 3 it �j 3 l i'I . � 1� ►� j I ROOF ZONE PLAN . A=3' Q,Q,@=ZONE DESIGNATION(TYPICAL) NOTE: PROVME LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF SLOPES UNDER 3 VERT. :12 HORZ. Paul Welch Inc. Paul Welch P.E.Reg.No. 29945 December 22,2016 609 Nettles Blvd.Jensen Beach,FL 3 of 3 3 K17 RECEI�.'rD J'. I lit BCIS Home Log In User Registration i Hot Topics t Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Links i Search Florida Product Approval FILE I)9 USER:Public User I L E Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5259-R25 i Application Type Revision Code Version 2014 Application Status Approved I I Comments Archived [ l I Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 'Ext242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley,NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton,PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments I , Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2018 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R25 COI 2016 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 FM 4474 2004 yl FRSA/TRI April 2012 2012 TAS 103 1995 UL1897 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2016 Date Validated 10/18/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/15/2016 1 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5259 R25 II 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R25.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other:1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R25 AE 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete deck) R25. d for use under foam-on tile systems(where Created by Independent Third Party:Yes the underlayment forms part of the load- path).Refer to ER Section 5.6.4 for other systems,other deck types and associated maximum design pressures.2.)Refer to ER Section 5 for other limits of use. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communicationwith the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: i .tea,' R�g Ecfix_ Credit Card Safe iMMEM i I, l r EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 \\J -r.R'wj.T.Y I ERA 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203)262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-1121 150 Lyon Drive FL5259-1125 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 21:10/17/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. i DEScI IPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced QualityAssurance 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 I 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 "Trinity I 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 for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 13. Prepared by: 41 The facsimile seal appearing was authorized by Robert Nieminen, P.E.on 10/17/2016.This does not serve as an electronically Robert J.M.Nieminen, P.E. %,,'`4, I, signed document. Signed,sealed hardcopies have been `�°'iJo.,; ;i; s transmitted to the Product Approval Administrator and to the Florida Registration No.59166,Florida DCA ANE1983 named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. 1Robert 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. lRobert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. �This is a building code evaluation. Neither Trinity)ERD 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. i i I TRINITY JERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Prove Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507-.11.2 Physical Properties ASTM D6164 2005 I 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Enti Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 .01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 04/08/2002 PRI(TST5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties. PUSA-013-02-01 12/23/2002 PRI TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 1 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008, PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD-(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 Exterior Research and'Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization N9503. FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 2 of 13 I I I TRINITY ERD Ent! Examination Reference Date ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 09/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-RS 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.30.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ICC-ES(EVL.2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit. Polystick SA Compound 08/18/2011 UL,L-C.(QUA9625) Quality Control Service Confirmation Exp.04/24/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet. 4.2 Self-Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,surfaced with polyolefinic film surface;meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, 'surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface;meets ASTM D1970. Exterior Research and Design,I.I.C. Evaluation Report P32060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 j Revision 21:10/17/2016 Page 3 of 13 I 1 i( 1� \J TRINITY 1 ERD 1 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced,with a granular surface;meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 1 4.2.8 Polystick Dual Pro"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 Polystick Tile Pro'"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.10 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polypropylene film surface;meets AC188 and physical requirements of ASTM D1970. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used,for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass 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 Authority Having Jurisdiction 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 Underlayment j Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate {{ Yes Yes Elastobase y ~� Yes (base sheet in 2-ply (base sheet in 2-ply Yes Yes Yes system) system) i Yes Yes Elastobase P Yes (base sheet In 2-ply (base sheet in 2-ply Yes Yes Yes system) system) + Yes Yes Polyglass G2 Base No (base sheet in 2-ply (base sheet in 2-ply No No No system) system) 1 Yes Yes Polyglass APP Base j No (base sheet In 2-ply (base sheet in 2-ply No No No system) system)- _Polystick M_TS_ _ Yes Yes No Yes Yes Yes Polystick M_TS PLUS w�TI Yes Yes No Yes Yes Yes Polystick IR-Xe ! Yes No No No Yes Yes Polystick TUP I Yes Yes Yes No Yes Yes I See 5.5.1 Polystick TU Plus j Yes Yes Yes Yes Yes Yes See 5.5.1 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 j Revision 21:10/17/2016 Page 4 of 13 i I ERD TRINITY i TABLE 1: ROOF COVER OPTIONS 1 + Wood,Shakes& Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Shingles Slate Poly3tickTU Max ; No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro_ ' Yes Yes No Yes Yes Yes Yes Polystick Tile Pro Yes Yes see 5.5.1 Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G ; Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex S6.G FR i Yes Yes No No Yes Yes Polyflex G Yes Yes Yes See 5.5.1 No Yes Yes i Polyflex G FR — �Tl Yes Yes No No Yes Yes Polyflex SAP or SAP FR I Yes Yes Yes No Yes Yes i See Mule-Hide SA-APP Cap Sheet 1, Yes or SA-APP Cap Sheet(FR)or Yes See 5.5.1 No Yes Yes 5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. 31VI"1" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro. ✓ 3M11 Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max,Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide.SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) or Tile Pro ✓ Convenience Products'Touch 'n Seal Storm Bond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TO Max. ✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro. ✓ Polyglass PolyLok Roof Tile Adhesive(FL17855): Polystick TU Plus or Polystick TU Max. 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: S New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: i ASTM D41 primed structural concrete. Polyflex G or G FR torch-applied to: y ASTM 1341 primed structural concrete. I " Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 1 Certificate o/Authorization N9S03 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 5 of 13 1 € 9 TRINITY!ERa , 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. ,Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or G FR torch-applied to: ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile I ystems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: { Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) Dual.Pro or j Tile Pro self-adhered to: > ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or 11 felt;Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or G FR torch-applied to: ➢ Elastobase;Elastobase P,Mule-Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically,attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (0442),Appendix A,Table 1, or as listed in Section 5.6.4 herein,or as tested in accordance with FBC Section 1504.3.1. 5.6.4 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/TRF April 2012(04-12)and are used in foam-on the applications. Maximum Design Pressure is the result of-testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided.by 2 (the 2 to- 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. 5.6.4.1 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.2 Maximum Design Pressure=-97.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS;self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization b9503 FBC NON-HVHZ EVALUATION FL5259-RZS Revision 21:10/17/2016 Page 6 of 13 { TRINITY`ERD 9 5.6.4.3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga,x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. .Primer: PG100 or ASTM D41 Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.7 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.8 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.9 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt, Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. I Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 7 of 13 I TRINITY`ERD 5.6.4.10 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick.TU Max,Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex 56 G,applied in full mopping of hot asphalt. 5.6.4.11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type 11 felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two:(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.12 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing; 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide.SA-APP Cap Sheet(FR),self-adhered. i 5.6.4.15 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 1 Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5:6.4.16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in.full mopping of hot asphalt or Polyflex G,torch-applied. I Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 'Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125 Revision 21:10/17/2016 Page 8 of 13 I '`, TRINITY I ERD 5.6.4.17 Maximum Design Pressure=-60 psf:. Deck: Min.19/K-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping.of hot asphalt or torch-applied or Polyflex G,torch-applied. i 5.6.4.19 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. 5.6.4.20 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.21 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: &inch o.c.at the flinch wide side laps and 6-inch o.c,at three(3)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.22 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.23 Maximum Design Pressure=-90.psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with CMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G.torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259 R25 Revision 21:10/17/2016 j Page 9 of 13 TRINIT I ERD 5.6.4.24 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.25 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.26 Maximum Design Pressure=-112.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction: Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1=5/8-inch diameter tin caps Spacing: 6-Inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps 'Base Ply: Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.27 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.28 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of.hot asphalt. 5.6.4.29 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.30 For mechanically attached base sheet,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A,Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS,TU P, TU Plus,TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after installation. i Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 10 of 13 TRINITY ERA Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile (Elastoflex 56 G or Polyflex G only), in which case the maximum exposure is 180 days. 6. INSTALLATION: 6.1 Polyglass Roof,Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 'Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR,torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. I 6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P.TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR. Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR): 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: All self-adhering materials,with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed I All seal-lap seams (selvage laps) must be ` °4 firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern '=''= (the sheet will overlap the fabric). . View of Ovelap Seam of Dual Pro and Tile Pro Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121 Certificate ofAuthorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125 Revision 21:10/17/2016 Page 11 of 13 TRINITY ERD a All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick IR-Xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. For mechanically fastened tile roofing'over 2-ply system,consisting of base sheet and self-adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. For nail-on tile'systems over Polystick MTS PLUS: Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P, TU Plus,-TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-Payer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P,TU Plus,TU Max, Tile Pro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. i 6_5 Elastoflex 56 G or 56 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- inch and end laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to Polyglass published requirements for the staging. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 'Certificate pfAuthorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 12 of 13 i i ERD TRINITY I � 6.7.2 Battens and/or'Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012(04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards,to prevent tile-sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.7.4 For nail-on tile-systems over Polystick MTS PLUS: ;- Battens are required for loading/staging of lugged tile regardless of slope. > Battens are required for loading/staging of flat the at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight (48)hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. 1 MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule,61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- I i Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON=HVHZ EVALUATION F1.5259-1325 Revision 21:16/17/2016 j Page_13 of-13 y RECEIV 'JAN 0 3 1/130 BCIS Home Log In User Registration j Hot Topics Submit Surcharge i Slats R Facts Publications ` FBC Staff BCIS Site Map # Links i Search b a rP °jam Product Approval `USER:Public User •.Y.'oEC`L'L'Ca k v:�a.tisF v ' Product Approval Menu>Product or A_ licatio t�n(�S�^.e�arch>Application List Search Criteria Refine Search Code Version 2014 FL# 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-AD lications FL# Type Manufacturer Validated By Status FL17022- Revision Extreme Metal Fabricators,LLC. Steven M.Urich, Approved R5 FL#:FL17022.1 PE History Model:(1)5-V Crimp (717)317-8454 Description:26 gauge steel,lapped roof panel,mechanically attached to wood deck with exposed screws. Category:Roofing Subcategory:Metal Roofing FL17022- Revision Extreme Metal Fabricators,LLC. Michael John Re-Apply R6 FL#:FL17022.1 Riemer,P.E. Model: 1-"5V Crimp"(116) (561)414-7557 Description:3/8"rib height,26 Gauge steel,24"wide panel mechanically attached to Wood Deck with screws Category:Roofing Subcategory:Metal Roofing *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by.phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. jProduct Approval Accepts: iRA cLk& M Credit Card Safe NCEEIUCK En*gineering Sppciaitly Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer:, Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R6 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1 - D memo Catego r.-tag y: Roofing Sub Catego _ Metal Roofing Product: Material: Product: 5-V Crimp Roof Panel Panel Thickness: Panel Width: Material: Steel Support: panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Digitally signed by James L Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule Prepared by: 61G15-23.``IIII. James L. Buckner, P.E.,SECB � ceBs c'�F' Florida Pr6itF§9M M Engineer#31242 No 31242 =*: Florida Professional Engineer#3124 _ Florida E>ma iain1'bANE ID: 1916 Project1fr �,a Galloway . :� S6 R STATE OF Report Ne16>Ii 466-5V-S6W-ER •"'LORIDN•''G\= (Revises191AW�6W-ER) '",',/ONAL ��` ta� Date: 1®n nts21/ 16 r� Evaluation Report Pages 1-1 if Contents: Evaluation Report Pages 1—7 2016.10.21 12:55.49-04'00' CBUCK,Inc. - Palm Beach County,Florida Phone:(561)491-9927'Email:chuck@cbuckinc.net•Website:www.cbuckinc.net Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,Fl.33062 r�L#: FL 17022.1 R6 rate: 10/21/16 U - nQunzaer9n Page Report No.: 2 of 76-5V-S6W-ER IN Specialty Structural r=ngineerinq CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 http://www.extrememetalfabricators.com/ Product Name: S-V Crimp Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32" or greater plywood, • or Wood plank(min.specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A (Refer to"Table A" attachment details herein) 1 r, L#: FL 17022.1 R6 ` Date: 10/21/16 N_ Page Report No.:3 of 76-5V-S6W-ER Specialty Structural Engineering MUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—Uplift test for roof covering systems • TAS 125-03—Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. 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 • This evaluation report for "Optional Statewide Approval' contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval'. Option for application outside"Limitations and Conditions of Use" • Rule 61G20-3.005(1)(e) allows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3.This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107,for any individual structure, site specific or permit design. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3,and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). #: FL 17022.1 R6 "---date: 10/21/16 Page Report No.:4 of 76-5V-56W-ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 Gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 3/8" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or i • ASTM A653 G90 galvanized steel Fastener: FASTENER 1 Used forAttachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 FASTENER 2 Used forAttachment Method 2, 3&4 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 Components/Materials: Underlayment: (by 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 manufacturer's recommendations. I Insulation(Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(lbs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". r w\`L#: FL 17022.1 R6 Date: 10/21/16 Report No.: 6-5V-S6W-ER Page 5 of 7 Sppctalty Structural Engtneertnq CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to"TABLE A" below and drawings at the end of this evaluation report.) ■ Fastener Spacing: Refer to "TABLE A" Below ! (attached to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to"TABLE A"Below (along the length of the panel) ■ Rib Interlock: Lapped ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: I j Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"O.C. Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"O.C. 12"O.C. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the 5-V Crimp roof panel assembly in compliance with the installation method listed 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 manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 580-06& UL 1897-04—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.01-450-18, Date: 05/02/14 Report No.: F3366.01-450-18, Date: 12/18/15 2. TAS 125—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.02-450-18, Date: 07/22/14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) �� r L#: FL 17022.1 R6 gate: 10/21/16 UC EgnQln rsn Page Report No.:6 of 76-5V-S6W-ER IN SpL=claN-y Structural EnginPertng CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck Drawings 24" 12" � 3/8" OPTIONAL STRIATIONS I Panel Profile I Nominal 12"o.c. Nominal 12"o.c. Fastener #9 x 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Width Panel Overlap Refer to Table"A"for Spacing Along Panel Length Deck: -15/32"or greater Plywood,or -Wood plank Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) #: FL 17022.1 R6 Date: 10/21/16 C.E 3 L in C.1 11-C, Ene-Aneering Report No.:16-166-5V-S6W-ER Page 7 of 7 Speclaltj Structural Encgtneerinq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. I 5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck i Fasteners- #9 X 1-1/2"Min. or #10 X 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel Hex Washer Head Wood Screws p. ��/ \\`✓lam\�-/! �...�/_i�L:t'!/1�"rl \�.^�'.'! � ✓.r..�4�1%"l�\/ //�� \✓/ ��//_`.�\/ �\/ ` /�t�\//`� .,�:`i�C'� .:�\;''.,:��./�.\ice.\\%��_\ -.\`ti%..T�`:✓_�:,:✓�.:C�%�\':✓:.�\\%'._�.V�✓�.\U'��:/.-.��.:/J:�/,�� Optional: Deck: Rigid Insulation -15/32"or greater Plywood,or Thickness 3"Ma)dmum -Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c. I Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.