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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 3 Permit Number: RECEI�'rD JAB' 0 3 25E7 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 PERMIT APPLICATION FOR: Roof— .PROPOSED IMPROVEMENT LOCATION: Address: 608'Nettles Blvd., Llegal Description: Nettles Island Inc.,A Condo-section 11 Parcel 608 and pro-rata share in common elements(OR 3277-145) Property Tax ID#: 4502-501-0794-000-3 Lot No. Site Plan Name: Block No. Project Name- Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: PjPuv�ov'e �17% .^,c�, es a rep KCN r� vr�e. Ci CONSTRUCTION INFORMATION: Additional work to e performed under this permit—check all Mapp y: E]HVAC , Gas Tank ❑Gas Piping _Shutters Q Windows/Doors Electric 0 Plumbing Sprinklers I Generator Roof Total Sq.Ft of Construction: 703 S . Ft.of First Floor: 703 Cost of Construction:$ 5500 Utilities:n Sewer ElSeptic Building Height: 8' OWNER/LESSEE: CONTRACTOR: Name Larry Stewart Name: Jamie Cisco Address:608 Nettles Blvd. Company: Sunshine Roofing, LLC City: Jensen Beach State:_ Address: PO Box 1083 lZip Code: 34957 Fax- City: Palm City State:FL Phone No.740-215-6465 Zip Code: 34991 Fax: E-Mail:larryastewart@aol.com 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: CCC1327796 If value of construction'is$2500 or more,a RECORDED Notice of Commencement is required. 1' 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: 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. I consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work i i 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. a i ure of Own r/Agent/Lessee Sig ry ture of Contractor/License Holder Jt STATE OF FLOgID� STATE OF FLORIDA COUNTY OF 1 v� COUNTY OF `St Luc', e- he for oing instr ment was acknowledged before me The fooing ins ment was acknowledged before me this day of e er 20 _by this day of ?C b*✓ 20�1)by )Jlcra L SeL60.4 Jamie Cisco (Name of rson acknowledging) (Name of person acknowledging) (Signat f of NotaV Public-Itate of qorida) (Signature of NotaN Public-S fte of Flori a) i Personally Known Personally Known X OR Produced Identification Type of IdentificatIma Type of Identification Pro Or�r1mISSlOn No. Commission NO a° Y•� N0� Madly�ilgKFeof'Fa'My Commlasion FF230}79_� or n i_. Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS i RECEIVED JAN 03 '2�il PAUL WELCH INC. IMechanical Electrical Civil Engineering j 1984 S.W. Bilt pore St. Suite#114 Port Saint Lucie,FL 34984 Phone(772)785 -9888 E-mail pwelchinc@aol.com December 22,2016 R LE Come Re: Stewart Re-Roof I 608 Nettles Blvd. Jensen Beach,FL 34957 j SCOPE OF WORK: Install new Metal Roof(Extreme Metal Fabricators,LLC "5-V Crimp"FL#17022.1)at above referenced address over new underlayment,and existing plywood sheathing. DESIGN CRITERIA: FBC 2014 ASCE7-10 PROJECT DATA: BUILDING HIEGHT= 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= 165A PH WIND VELOCITY V asd= 128 MPH r EKPOSURE=D I ENCLOSURE CLASS=ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT=-0.18 APPLIED UPLIFT DESIGN MSSURE ZOle! O 1 (Field)=-40.3 S PER ASCE S ONE 2(Perimeter/Ridge)_-68.0 ZONE 3 (Corners)_-99.8 Paul Paul Welch p Welch.Inc' Reg.No, 29945 December 22,2016 i 6( 608 I Nettles Blvd J ensen Beach,FL __.. l of3 RECEIVED JA 0LE COPY D r 9 0 M-- BaS Home ( Log In User RegMMtion Hot Topic Submit Surcharge i Stabs&Facts i Publications FBC Staff BCIS Site Map ( Unks 1 Search 1 Florida :ti f Product Approval USER:Public User Product Anorovai Menu>Product or Application Search>Apolication List>Application Detail FL# FL5259-R25 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ls 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 [i 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 20D4 I l�l 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 Summary of Products FL# Model,Number or Name Description 5259.1 Polygiass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5259 R25 1I 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.Ddf for use under foam-on file 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:850-487-18 4 The State of Florida Is an AA/EEO employer.Coovrieht 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•mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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-. Product Approval Accepts: Credit Card Safe i i I i i C` �1 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TR�f V� l l �ERD 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 F1.5259-1125 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 21:10/17/2016 xoPE:I This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of constrIuction 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 5"' Edition (2014) Florida Building Code sections noted herein. DEscRu nom Polyglass Roof Underlayments LABELII G: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONnNUEO CompuANCE: 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 I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvER'MMENT: The Evaluation, Report number preceded by the words "TrinitylERD Evaluated" may be displayed in adve i ising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPEC N: 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. Prep I red by: The facsimile seal appearing was authorized by Robert Nieminen, P.E.on 10/17/2016.This does not serve as an.electronicalfy Robert J.M.Nieminen,P.E. �'s� .'- Ca ti %='r signed document signed,sealed hardcopieshave been Florida Registration No.59166,Florida DC4 ANE2983 ' '��;„ ,;;;.:•` transmitted to the Product Approval Administrator and to.the named client CERTI i CATION OF INDEPENDENCE: 1. TrinityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any.company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor wiEl acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will,acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity)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 usedfor permitting or design guidance unless retained specifically for that purpose. I i i TRINITY:ERD RoOFING CoMPoNENT EvAwnnom 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 Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 15043.1 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 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 TA5103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRI01111 04/08/2002 PRI(TST 5878) Physical Properties PUSH 005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TSTS878) 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-OZ 12/10/2007 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 04114/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07129/2009 MTI(TST 2508) Physical Properties 1X20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2D00 ERD(TST 6049) Wind Uplift 11757.08.014 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 05/25/2010 Exterior Research and Design,LLG Evaluation Report P12060.02.09-R21 ertificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/1-7/2016 Page 2 of 13 i 1 "`-, TRINITY;ERD intity 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 08/06/2012 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-R1 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 P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/201S ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6044) 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-SC12025.10.15 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 i Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA962S) 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 Potystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane;glass fiber reinforced,with an aggregate surface;meets ASTM D1970. I Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259=RZ5 Revision 21:10/1712016 Page 3 of 13 f TRINITY ERD 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. 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 Eiastoflex 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: YAeLFL lRooF Cov>re OPnoNs i i u t . Wood Shakes& Underlayment Asphalt shingles Nail-On Tile Foam-On.Tile Metal i es slate Shngl Yes Yes Elastobase Yes (base sheet In 2-p(y (basesheet in 2-* Yes Yes Yes system) system) Yes Yes Elastobase P Yes (base sheet in 2-0y (base sheet in 2-ply Yes Yes Yes system) system) Yes Yes Polyglass G2 Base No (base sheet in 2-pry (base sheet:m 2-ply No No No .. .. .i system) system) Yes Yes Polyglass APP Base No (base sheet in 2-ply (base sheet in 2-ply No No No system) system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe- Yes No No No Yes Yes Polystick TU P Yes Yes See SS'2 No Yes Yes Polystick TU Plus Yes Yes See SS 1 Yes. Yes Yes Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5Z59-R25 Revision 21-10/17/2016 Page 4 of 13 , TRINITY ERD Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal W & Slate Shingles Yes Polystick TU Max No Yes See 5.5_i Yes No No Polystick Dual Pro Yes Yes No Yes Yes Yes es Polystick Tile Pro Yes Yes See 1 Yes Yes Yes Polystidc_MU X Yes No No Yes Yes Yes Yes Elastoflex S6 G'y Yes Yes See s.s.i No Yes Yes Elastoflex S6 G FR _ Yes Yes No No Yes Yes Yes Polyflex G Yes Yes See 55.1 No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes See 5.51 No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet(FR) See 5.5-1 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. ✓ 3M"' 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. ✓ 31VIT"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 StormBond Roof Tile Adhesive(FL14506): Polystick TU Plus,Polystick TU 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: 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: ASTM D41 primed structural concrete. Polyflex G or G FR torch-applied to: i� ASTM D41 primed structural concrete. I Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 5 of 13 TRINITY ERD 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, Gass 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 systems, 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 Tile Pro self-adhered to: ➢ ASTM D226,Type I or It 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(04-12),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/TRI 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 1 margin of safety per FBC 1504.9 has already been applied),Refer to FRSA/TRJ 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 asf: 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 Dsf: 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(Fit),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1/,"ring shank nails through 32 ga.,1-5/i3"diametertin caps spaced 12-inch.o.c. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization#9503 FBC NON44VHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 6 of 13 'ERD TRlN1TY 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 x'+. 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 1.254nch 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=-375 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.attwo(2)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt. i Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 FBC NON-HVHZ.EVALUATION k5259-R25 Revision 21:10/17/2016 Page 7 of 13 }��-�•�� 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 11 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 24nch 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 S6 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: it 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 Dsf: 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. 5.6.4.15 Maximum Design Pressure=-52.5 pd., 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 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 S6 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-asphaR or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.2S-inch long x 3/8-inch head diameter annular ring shank roofing nails at-1-5/84nch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o_c.atthree(3)equally spaced staggered center rows. Underlayment:Elastoflex 56 G,applied in.full mopping of hat asphalt or Polyflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 8 of 13 '-, TR1N1TY ERD 5.6.4.17 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: 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=-675 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. 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 56 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 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 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 osf: 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 64nch 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 nsf: 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 34nch 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,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 9 of 13 TRINITY 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 44nch wide side laps and flinch 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=-205 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=-220 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 the 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/TR)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. 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 ERD r 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 S6 G or Polyflex G only), in which ease 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 11 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 Poiystick, 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. 6_4 Poh ick MTS,MTS PLUS,m-Xe,TU P.TU Plus TU Max Dual Pro Tile Pro or MU-X or Polyflex SAP Pohrflex 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 undedayment 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 a_nd 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 14ach diameter metal disk or Simplex-type metal cap nail,at a minimum rate of le o.e. Potystick TUlPlus 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 Ali seal-lap seams (selvage laps) must be - 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 I Exterior Research and Design,LLC Evaluation Report 1312060.02.09-1121 C'ertifwte of Authorization#9503 FBC NON-HVHZ EVALUATION Ft5259-R25 Revision 21:10/17/2016 Page it of 13 i' TRINITY ERD 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/R Xe or Polystick MU-X): Reference is made to FRSA/TR1 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 the 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-layer 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. 6.5 Elastoflex 56 G or S6 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 the 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 tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1121 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125 Revision 21:10/17/1016 Page 12 of 13 I NJ 'TRINITY ERD 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 file sliding and/or damage to the underlayment during the loading process. 6.7-3 For nail-on the 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 tile 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. MANUFACTURING PLANTS: Contact the noted CIA 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 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10f].7/2016 Page 13 of 13 I Ek .- I t- RECEI� �D , a NK• E YBCIS Home Log In User Registration i Hot Topics i Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map i Links Search or - Pioduct Approval USER:Public User Product Aoomval Menu>Product or Arollcatlon Search>Application List Search Criteria Refine Search Code Version 2014 FL# 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL ApplicationStatus 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-A lications FL# Tvoe 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.Coovrioht 2007-2013 State of Florida.::Priva�v Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®EN M Credit Card Safe CBUCK irle rin SpPClcNr I j Struli_turai EnglnLowinq MUCK,Inc.Certificate of Authorization#8064 Evaluation Report "S-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 Sth Edition (2014) Per Rule 61G20-3 Method: 1 - D Gaaegagf: Roofing Sub---- OUD Category: Metal Roofing Prods& Material: Product: 5-V Crimp Roof Panel ' PanelThidmess: Panelwift. Material: Steel s 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`\\S\L iB�C'`/", James L. Buckner, P.E.,SECB ceNs Florida Mf4gsiffiffil Enineer#31242 *= Rondaf lessionalEngineer#3124F n1os,2a2 Florida Evakj"a(pi.ACIE ID: 1916 =T * �_ Project Ir� rG s Galloway =v"'i STATE OF a �CORIDP.• �� Report Ne16- 6-5V-S6W-ER (Revises 1bIW-WV 61W-ER) Date: 1QJj 1/16 I [valuation Report Pages 1-7 a�7' Contents: Evaluation Report Pages 1—7 2016.10.21 1255:49-"00' CBUCK,Inc. - Palm Beach County,Florida Phone:(561)491-9927•Email:cbuck@cbuckinc.net•website:www.cbuckinc.net Mail Address:2637 E.Atlantic Blvd;#34069,Pompano Beach,Fl.33062 FL#: FL 17022.1 R6 Date: 10/21/16 Report No.: 16-166-5V-S6W-ER CUCK En . inerl Page 2 of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorizatron#8064 Manufacturer: Extreme Metal Fabricators,LLC. 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 http://www.extrememetalfabricators.com/ Product Name: 5-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 FL#: FL 17022.1 R6 Date: 10/21/16 j Report No.:16-166-5V-S6W-ER UC E ®n rI� Page 3 of 7 [ . Specialty Structural Engineering ceucK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • U1580-06—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 i 1824). I FL#: FL 17022.1 R6 Date: 10/21/16 NBUC Enginerin Page rt No.:4 of 76-5V-S6W-ER Speclaftj Structural &ngtn�ertnq 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 • 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 for Attachment 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. 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". FL#: FL 17022.1 R6 Date: 10/21/16 CBUCK n i an Report No.:16-166-5V-S6W-ER Page 5 of 7 Spectalfiy Sf ructurdl 1_f1C,�lnsering 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: Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF Row Spacing: 16"o.c. 16"o.c. 8"ox. 6"ox. 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 IN QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) i FL#: FL 17022.1 R6 Date: 10/21/16 &nginemeringReport No.:16-166-SV-SM-ER Page 6 of 7 Specialty Structural EnOnt2t2r1nc2 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 Panel Profile 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) I ' i FL#: FL 17022.1 R6 Date: 10/21/16 C ®V C -Engineering rin Report No.:16-166-5V-S6W-ER Page 7 of 7 I S ppclaWtj Structural I�gln=erinq CsuCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck 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 - -K�. ti\r-✓.. Optional: Deck Rigid Insulation -15/32"or greater Plywood,or Thickness 3"Makimum -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. Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"ox. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2'to 1. i