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Home My WebLink AboutRevisions OFFICE USE ONLY: �] n DATE FILED: PERMIT# REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES Q BUILDING&CODE REGULATION DIVISION ® 2300 VIRGINIA AVENUE -- FORT PIERCE,FL 34982-5652 -- (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION aVe 1. LOCATION/SIT ADDRESS �Q 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 6 i j ' mow. ti Taw 4i) S t M efoll-I it + 'c e 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#: BUSINESS NAME: tA J l +' n QUALIFIERS NAME: ADDRESS: 195() f CITY: STATE: ZIP: I PHONE(DAYTIME): j FAX: 4. OWNER/BUILDER INFORMATION: NAME: 670,,,kA. ADDRESS: a. e. CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 File Copy . � Nrt-!"v BCIS Home I Lag In ;user&egtstrattOn Hoc Topics [ submit surcharge Stats&Facts Publications [ FBC Stall[ BCIS Site Map Links [ Search dbpor a _ Jjl , e; Product Approval if t7[ USER:Public User . Product Approval Menu>Product or Apphcatlon Search>Application Lkc>Application Detail FL# FL19902 Application Type New Code Version 2014 Application Status Approved ,lr Comments Archived ❑ .i ti. Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY 40202 (812)218-7342 dstermer@metaisales.us.com Authorized Signature David Stermer 1'1�� o%ft dstermer@metalsal��usTJc�OTCjr roL RL�nt ,{•T+Tc�I�I�N Technical Representative Address/Phone/Email )tdil+,M'IL�E'i L --`�`— Quality Assurance Representative PLAMN9 -D T'EWATIT?O ST BE I TT ON JOB Address/Phone/Email ORC 'EXTION WILL P,` Category Roofing Subcategory Metal Roofing i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 71 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Baia Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. `�i Validation Checklist-Hardcopy Received i Certificate of Independence FI 19902 RO COI Certificateindeoendence odf Referenced Standard and Year(of Standard) Standard Year UL 1897 2004 UL 580 2006 s Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02113/2016 Date Validated 0 2/1812 0 1 6 Date Pending FSC Approval 02/22/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 19902.1 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FI 19902 R0 II Eva 1uationReoortC2076 I.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-172.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. F 1 t2902 R0 AE EvaluationReoortC7076 i Ddf and 172.5 psf at"fastener spacing of 6"o.c. Created by Independent Third Party:Yes Back Nex Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phnne: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$50.487.1395.-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 emalis 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 avallable to the public.To determine if you are a licensee under Chapter 455,F-S.,please dick tMm. Product Approval Accepts: od 9� tLtxl E Credit Card Safe • EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 19902.1 ROOFING : METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3,`'Street,Suite 200 Louisville,KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer##62240 1216 N Lansing Ave.,Suite C Tulsa, OIL 74106 Telephone: (918) 492-5992 FAX: (918)493-3568 This report consists of. Evaluation Report(3 Pages including cover) Installation Details (1 Page) AL(►o�i1j# Load Span Table (1 Page) �1'`® COO . ..N�."�?�``�e b m No 62240 *• �LU pF .ct� Report No. C2076-1 g ART Q;'.q Date: 2.13.16 ®��oc• C O P��°��:�` FL 19902.1 C2076-1 2.13.16 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24"wide coverage with(5) 1/2"high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32 thick plywood at max span of 24" for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 4/2:12 or greater in accordance with FBC 2014 Section 1507.4.2. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intennediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems.'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer orbased on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section FL 19902.1 C2076-1 2.13.16 Page 3 of 3 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580& 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01,Reporting Date 9/20/13 I I I PANEL OVERLAP 5V-CRIMP FASTENER AT PANEL FIAT SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL A 'EKDS ONLY. S 1 MINIMUM ATTACHMERT: FASTEtiER.SPACING AS PER DESIGN UPLIFT LOAD TABLE 8d x 25_'LONG RING SHANK!TAIL AS PER MANUFACTURER'S SHALL 'S INSTALLED OR g8,x 2'LONG WOOD SCREIYS AS PER MANUFACTURER'S INSTALLATION SPACED®6'O.C.IN THE FIELD GUIDELINES I[AT EDGES ? MIN.'2X_WOOD RAFTER/JOIST/ a TRUSS AT MAX. 24"O.C. ¢c 0 0 TYPICAL PANEL INSTALLATION X-SECTION 0 NQn 19-16 OR 910-14 VROCDSCREWS �H WITH SELF SEALING WASHER AT I.QXLIUM_SPFCING OF 36'.O.C.: cam n,�I N=NO ///---5V-CRIMP LAIN 26 GA. Y�m 2 i GENERAL NOTES: � a y� 1.ARCHITECTURAL ROOF.PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE UNDERLAYL!EYT FLORIDA EUILOINC CODE(FEC). a 5oS A OSS 7/1V THICK(MIN.)OR 2.ROOF PANELS SHALL BE MIN.26 GA.(L=0.019").EFFECTIVE COVERING u�3 DETAIL 1 PLYWOOD 15/32-THICK(MIN.) WIDTH OF'PAREL=24. ¢ 3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&-STRUCTURE AS z Y6s SPECIFIED ON THIS DRAWING. z 4.REQUIRED DESIGN VEND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 19-16 OR 010-14"W'OODSCREVIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS � =�T ' WITH SELF SEALING WASHER AT ARE'GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON iHfS ORAWNG. a "LWLIMU0.1 SPACING OF 36'O.C. S:ALL FASTENERS MUST BE N ACCORDANCE WITH THIS DRAVANG k THE FLORIDA �. BUILDING COOS IF A DIFFERENCE OCCURS BETWEEN THE PAWN M u 4 RECUIRDAENTS OF THIS DRAWING-&THE CODE THE CODE 5HALC CONTROL SV-CRIMP 6.RAFTERS/J0ISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS RJif! 26 GA REOUIREO FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNOERLAYMENT OSB 7/16"THICK(MIN.)OR �2 V1 DETAIL 2 PLYWOOD 15/32"THICK(L9N.) ssx w. I � � METAL SALES MANUFACTURING CORPORATION 26 GA.5V-CRIMP PANEL Design Uplift Loads Description Fastener Spacing Allowable Uplift along panel length Load (in) (psf) 5V-Cri1np Panel. 6 172.5 Min. 26 ga. -- --9 ---— - --- 120.0 12 90.0 Panel Fasteners --_--_—__"_--_ __ __15--.--_—" -- "--- _ 72.0 #9-16 or#10-14 hex head 18 _ 60.0 wood screws with sealed 21 51.4 washer ---------...----_-----__ _---------------:.-__�..----.._ -24 45.0 27 --- --33 -- -- -- 32.7 —_—_---- 36 30.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 19902.1 and Metal Sales current installation procedure. ��0�4ii11BBB8/e® �%% OCKAL/Al b°�vQ••,�GE(�`5'�:••;Q�9 ®ems ND g2240 °o shecc .01 0�`••'cC O `0F'e wee 1216 N Lansing Ave.,Suite C � BAAAOAeeBe®®' Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 492 5992 poridaBllilding Lode Online _https://www.floridabuilorgtpr/pr�jOU d. •. wGEVX... .,,a ' �) f i � g a-•€ j" {. �! �;c.�:LLI„ter._ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search Busines U-11K.71, Product Approval PrQfessionalUSER: blcUser ... Product Aoorovat•tenu>praduG or Aoo6[atb aic >aonkatton Ust> Pam ion Detai FL# -FL16048-113 - — Application Type Revision Code Version 2014 Application Status Approved ri Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Authorized Signature David Ruiz david.ruiz@tribuiltmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 10/16/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R3 COI 2015 01 COI_Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 1 of 2 5/24/2016 9.58 AM orida Building Code Online https://www.floridabuile.org/pr/pr_appjd.aspx?pamm=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2015 Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/201S Summary of Products FL# 'Model,Number or Name Description 16048.1 _ TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments :Limits of Use Installation Instructions Approved for use in HVHZ:No FL16048 R3 II Z015 10 FINAL ER TRI- i Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R3.pdf Impact Resistant:N/A ; Verified By:Robert Nieminen PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party:Yes : Other: 1.)The design pressure noted herein pertains to use I Evaluation Reports 1 of foam-on tile systems overtop theself-adhering FL16048 R3 AE 2015 10 FINAL ER TRI- I underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R3 pit 5.6 for details.2.)Refer to ER Section 5 for other Limits of j Created by Independent Third Party:Yes Use. SQDtacLUs::1240 North Monroa.9trctt.n1ahyse a FL 32399 Phone:asp-487-1874 The State of Florida Is an AA/EEO employer.Copvrbht 20p7-;Q13 State of Fbrt1a.::FiVacv statement: IRv 5tatemenr;;g t� IDent Under Fbrkta law,emal addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mat to this entity.Instead,contact the office by phone or by traditional mall.Q 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 wth an emall address If they have one.The emats provided may be used forofflcial communication wth the licensee.However emal addresses are public record.If you do not wish to supply a personal address,please provide the Department wth an emal 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 A 1 Acce pts- piss Wr:rrJ h-curlrl 2 of 2 5/24/2016 9:58 AM i • EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorizotion#9503 INI - 353 CHRISTIAN STREET,UNIT#13 RD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-BUILT Roofing Products FL16048-R3 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville,IN 46410 Revision 3: 10/08/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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 Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity[ERD requires a complete review of this Evaluation Report_relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Ntrtrterr Robert l.M.Nieminen► P.E. ;•r:�s ';•""'' Thefacsirnk seat appearing was authoriiedbyRobenN7eminen• ' `, P.E.an 10/0312015.ThIs does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 tiocnmem.signed,seated hardcoples have been transmined to the Product Approval Administratorand to the named went CERTIFICATION OF INDEPENDENCE: 1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 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. G i TRIM ` ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT,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 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G1SS 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TA5103 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-RS 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 05/28/2014 ERD(TST6049) Physical Properties S40540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated.Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 '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. 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. i I Exterior Research and Design,L.I.C. Evaluation Report A42960.10.12-R3 Certificate of Authorization#9503 FL16948-113 Revision 3:10/09/2015 Page 2 of 5 i II ERD 5.4 TRI-BUILT 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 AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. r Tri-Built S/A HT TU Underlayment with 3M1 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TileBondl Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: i- Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self- adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built S/A HT TU Underlayment applied to: > Dens Deck Prime;SECU ROCK 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 the systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: r ASTM D226,Type I or II felt. 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/TRl April 203.2(04-12). Exterior Research and Design,LLQ Evaluation Report A42960.10.12-R3 Certificate of Authorization#9503 FL1604&R3 Revision 3:10/08/2015 Page 3 of 5 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 the systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile 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 FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI. Primer: (Optional)ASTM 041 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Tri Built Sand R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as passible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to-achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HTTU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. i Exterior Research and Design, Evaluation Report A42960.10.12-R3 I.I.C. , Cen[ficate of Author&atioa#9503 FU6048-R3 Revision 3:10/08/2015 Page 4 of 5 TRINITYERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC_QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report A42960.10.12•113 F416048-R3 Certificate of Authorization#9503 j Revision 3:10/08/2025 Page 5 of 5