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Florida Building Code Online 11/14/19,8:38 PM BCIS Home 1 Log In User Registration I Hot Topics Submit Surcharge Stats&Facts PublicationsContact Us BCIS Site Map 1 Links Search Florida 5 Product Approval A ,USER:Public User dan Y� ' Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11651-R3 RECEIVED Application Type Revision Code Version 2017 ��� ? � Application Status Approved ST. Lucie County, Permitting Comments Archived l� Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach, FL 32648 (352)498-0778 info@gulfcoastsupply.com Authorized Signature Eng David info@gulfcoastsupply.com REVIEWED FOR Technical Representative David Eng �®®� COMPLIANCE Address/Phone/Email 14429 SW 2nd PI L N Ste ST. IE Newberry, FL 32669 v7 i� 4r COUNTY 78 info@gulfcoastsupply.com B®tC� Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Copy Ste ber �1fe Cop Newberry, FL 32669 1C'".1 (352)498-0778 david.eng@gulfcoastsupply.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered'Architect or a Licensed Florida Professional Engineer r.1 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Daniel S. Kuhn the Evaluation-Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden P.E. I. Validation Checklist- Hardcopy Received Certificate of Independence FL11651 R3 COI Cert of Independence 2017-10-09.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99RSwgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 1 of 6 Florida Building Code Online 11/14/19,8:38 PM Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products Go to Page `�' Page 1/2'� FL# Model,Number or Name Description 11651.1 0.032"Aluminum 5V Crimp Min 0.032"5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651-1 R3 Metal ooPane l Detail_ Approved for use outside HVHZ:Yes si ned.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes Other: -108.5 psf @ 12" o.c. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R3-AE FL11651-1 R3 0325vCrimp 15- o N - 'gned.pdf Created by Independent Third Party: Yes 11651.2 0.032"Aluminum Gulf Lok Min 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R II FL11651_2 R3 Metal Roof Panel Detail_ Approved for use outside HVHZ:Yes signed.p_df Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16"o.c.fastener spacing.-116.0 psf Evaluation Reports @ 5 3/16"o.c.fastener spacing. Install per manufacturers FL11651 R3 AE FL11651 2 R3 032GulfLok 16IS- details. Not for use in HVHZ Zones. 32Piywood NonHVHZ- gned•pdf Created by Independent Third Party: Yes 11651.3 1" 24ga. Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3_E FL11651 Metal oof Panel Detail- Approved for use outside HVHZ:Yes moaned• cpm Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/--131.OPS Created by Independent Third Party: Yes Other: -67.3 psf @ 24"o.c. clip spacing. -131 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use in FL11651 R3 A FL11651 3 _I 24GuifSnap 1 15- HVHZ Zones. 32Pivwood HVHZ-signed p_df Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgff90EegvkzBZ4cWkSTfwnA%3d%3d Page 2 of 6 Florida Building Code Online 11/14/19,8:38 PM • :i 11651,4 1"24ga.VersaLoc 1"VersaLoc 24ga 16.5"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FUI651R-,U FL11651-4 R3_Meta l Roof Panel Detail- Approved for use outside HVHZ:Yes §jgne ,p-df Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-138.5PSF Created by Independent Third Party: Yes Other:-71 psf @ 24"o.c. clip spacing. -138.5 psf @ 6" o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use in FL11651 R A FL11651 4 R 24VersaLoc SR 16.5 15- HVHZ Zones. 32PI wood HVHZ-signed.p_df Created by Independent Third Party: Yes 11651.5 1"VersaLoc .032"Aluminum 1"VersaLoc min .032"Aluminum over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 5R3 Metal Roof Pane Detail- Approved for use outside HVHZ:Yes aLglledspdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes Other: -63.3 psf @ 24"o.c. clip spacing. -101.0 psf @ 6"o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use in FL11651 R3 AE 171-11651_5Rp 032VersaLoc HVHZ Zones. SBS 15.32PIywood HVHZ-signed. Created by Independent Third Party: Yes 11651.6 1.5"24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pddf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install per FL11651R A FL1165 6 R 1. 24Gulf5nap 16 15_ manufacturers detals. For use in HVHZ Zones. 32PIywood HVHZ-signed.pdf Created by Independent Third Party: Yes 11651.7 1.5"24ga.VersaLoc 1.5"VersaLoc min 24ga. 16"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651R I FL11651-ZR Metal Roof Panel Detail_ Approved for use outside HVHZ:Yes signed.oddf Impact Resistant: N/A Verified By: Dan Kuhn, RE. 75519 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes Other: -59.75 psf @_24"o.c. clip spacing. -123.5 psf @ 12" Evaluation Reports o.c.clip spacing. Install per manufacturers details. For use in FL11651R A FL11651-7R_j,5 24VersaLoc 16 5- HVHZ Zones. 52p[.ywood HVHZ-signed.p-ff Created by Independent Third Party: Yes 11651.8 2"24ga. MegaLoc Min 24 Ga. 2" MegaLoc 18"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651R3--1I FL11651A-JU_Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other:-71.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. Not for use FL11651R3 AE FL11651 8 R3 24VersaLoc 18 15- in HVHZ Zones. 32PIywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16"Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651R-11 FL11651R Metal Roof Panel Detail_ Approved for use outside HVHZ:Yes pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4"o.c.fastener spacing. -96.76 Evaluation Reports psf @ 5-1/8"o.c.fastener spacing. -121.75 psf @ 5-1/8" FL11651-R3-AE FL11651 9 R3 24GulfLok 16 15_ fastener spacing. -161 psf @ 5-1/8"fastener spacing. Install 32PI wood NonHVHZ-signed.gdf per manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes http://www.floriciabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K'/2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWksTfwnA%3d%3d Page 3 of 6 Florida Building Code Online 11/14/19,8!38 PM 11651.10 24 Ga. Gulf Seam 'Min 24 Ga. Gulf Seam 16"Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651R—ULF 11651 10R Metal Roof Panel Detail_ Approved for use outside HVHZ:Yes sig_ned.pd Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-93.5PSF Created by Independent Third Party: Yes Other: -93.5 psf @ 18"o.c. Install per manufacturers details. Evaluation Reports Not for use in HVHZ Zones. FL11651 R3 AE FL11651 10 R3 24Gulf5eam 16 1x4 15- 32P ood NonHVHZ-signed.pdf Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4"Snap Lock, 18"Wide•Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R I FL11651 I R Metal Roof Pane Detail- Approved for use outside HVHZ:Yes 519ned.pudf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. clip spacing.Install per manufacturers details. Not for use FL11651 R A FL11651 11 R3 4Gu1fSeam__ $_•15- in HVHZ Zones. 32Plywood NonHVHZ-si ned.pdf Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 1I FL11651 12 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes gjgnadzuff Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12"o.c.fastener spacing. -156.5 psf @ Evaluation Reports 6"o.c.fastener spacing. Install per manufacturers details. For FL11651 R A FL11651, IR3 265vCrimp 15- use in HVHZ Zones. -32plywood HVHZ-signed pdf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651_B3II FL11651 —UR3 Metal Roof Pane1_petail_ Approved for use outside HVHZ:Yes signed.edf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-131.PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 16" o.c.fastener pattern. -131.0 psf @ Evaluation Reports 16"o.c.fastener pattern. Install per manufacturers details. FL11651R3 AE FL11651 13 R3 265vCrimp_15- Not for use in HVHZ Zones. 32Plywood NonHVHZ-signed.pd Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R I EL11651 R3 Metal oof Panel_Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12"o.c.fastener spacing. -156.5 psf @ Evaluation Reports 6"o.c.fastener spacing. Install per manufacturers details. For FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 15- use in HVHZ Zones. plywood NonHVHZ-sigOgdpd Created by Independent Third Party: Yes 11651.1526 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL1165115 R Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pd Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-161.OPSF Created by Independent Third Party:Yes Other: -63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 Evaluation Reports psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16"o.c.fastener FL11651 R A FL11651I R3 26GulfLok1615- IS- spacing. Install per manufacturers details. For use in HVHZ 32Y-1 ywood HVHZ-signed.pdf Zones. Created by Independent Third Party: Yes http://www.fIoridabuilding,org/pr/pr_app_dtl.aspz?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90 EegvkzBZ4cWkSTfwnA%3d%3d Page 4 of 6 Florida Building Code Online 11/14/19, 8:38 PM 11651.16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651R3_N FL11651_16JU Metal Roof Panel Detail- Approved for use outside HVHZ:Yes gjgl]gci p� Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-63.5PSF Created by Independent Third Party: Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing. -121.75 Evaluation Reports psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16"fastener FL11651R3 A FL11651 16R3 260ulfLok_j¢ 15_ spacing. Install per manufacturers details. Not for use in 32Plvwood NonHVHZ-signed.pdf HVHZ Zones. Created by Independent Third Party: Yes 11651.17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 17 R3 Metal Roof. Panel Detail- Approved for use outside HVHZ:Yes ,sjpned.Of Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -59.25 psf @ 24"o.c,fastener pattern. -154.75 psf @ Evaluation Reports 12" o.c.fastener pattern.Install per manufacturer details. Not FL11651R A FL1165117-ju 26GulfPBR 15- for use in HVHZ 32PIywood NonHVHZ-signedYodf Created by Independent Third Party: Yes 11651.18 26 Ga. GulfPBR Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651R3 I FL11651 18 R3 Metal Roof Pane Detail- Approved for use outside HVHZ:Yes sine .pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -100.5 psf @ 24"o.c.fastener spacing. -151.75 psf @ Evaluation Reports 12"fastener spacing. Install per manufacturer's details. For FL11651 R3 AE FL1165R 26GulfPBR 1x4 15- use in HVHZ Zones 32Plywood HVHZ-sianed.12d Created by Independent Third Party: Yes 11651.19 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R I FL11651 19R Metal Roof Panel_Detail- Approved for use outside HVHZ:Yes signed. Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other:-60.5 psf @ 24"o.c.fastener spacing.-154.75 psf @ Evaluation Reports 12"o.c.fastener spacing. Install per manufacturer's details. LF 11651 R3 AE FL11651 19 R3 26GulfPBR 15- For use in HVHZ Zones. 32Plywood HVHZ-signed.p—df Created by Independent Third Party: Yes 11651.20 26 Ga. GulfPBR Min 26 Ga.GulfPBR over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651R I FL11652 Metal Roof Panel Detaii_ Approved for use outside HVHZ:Yes Jkaned.p�f Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 24"o.c.fastener spacing. -151.75 psf @ Evaluation Reports 12"fastener spacing. Install per manufacturer's details. Not FL11651 R3 AE FL11651 20 R3 26GulfPBR 1x4 15- for use in HVHZ Zones 32PIywood NonHVHZ-signed.pd Created by Independent Third Party: Yes Go to Pager Page 1/2 Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrFyaGy 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 http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 5 of 6 Florida Building Code Online 11/14/19,8:38 PM L � one.The emails provided may be used for cfficial 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 Carl Y� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQF65K%2f7rZeCSHgw99RSwgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 6 of 6 G6ilCoa �f SUPPLY MANUFACTURING Y CR1 M P 'a • . • • • PANEL OVER 15/32 PLYWOOD FLORMA PRODUCT APPROVAL NO. 11651.13 R3 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 75132"P/ywood Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 x,11"1,, Newberry, FL 32669 %%`�`r11EL S, ,,, P.•,• ....• .(f �� • ��GENS�;S2': Engineer Evaluator: 14. No. 75519 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 S °.�•. TATE of •�Q; Validator:Locke R! P•G �` Locke Bowden, P.E. #49704 ONALSV `LD/D�/201� 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R3•OCTOBER 5,2017 e ® � � A a ® s G ulfCa �r ,i �r� ��;s�x �� T� est �s�� �, �� �� � M v�,�" „ee � xah, kre •R 1r } • GA. 5VCRIMP ROOF OVER • • FLORIDA rr ®D APPROVAL • . a Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel; 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 75/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0'ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/s" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 75/32" thick, APA Rated plywood over supports at maximum 24" O.C. . Design of plywood and plywood supports are outside the scope of this evaluation.Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A" Fastener Pattern .12"-12" 9.5"-2"-9.5" " k � '��t Design Pressure includes a Safety Factor= 2.0. FL#11651.13 R3•OCTOBER 5,2017 r GullC � q� 5VCRI �MP E • GA. 5VCRIMPROOFOVER • • S FFLORIDAPRODUCT APPROVAt NO. 11651.13 R3 Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.13 R3•OCTOBER 5,2017 k. Kum ENGINEE RIAG, 1200 CLINT MOOPE RD. SUITE 9,130CA RATOM FL 33)487 - FL COA 430464 sr gUPPLY � I�AMUFAtTUR{NG a FLORIDA5VC�R� Mpl 26 GA. 5VCRIMP ROOFJ (WOOD NO.O. ir' i•.' I.13 R TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 -Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0053T 05 &117-0331 T-08 2. . Certificate of Independence By Dan Kuhn, P.E. (FL#75519) @ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.13 R3•OCTOBER 5,2017 H / �® G ulfC o t �t ' � •� ' �+: 'y'' SUPPLY & IUTAeNUFACI"URING .j 5VCRIMP D GA. 5VCRIMP • • PANEL OVER PLYWOOD• • FLORIDA rr • , APrKUVAL NO. 11651.13 R3, TM ENGINEER LOAD TABLE;26 Ga. SVCrimp Roof Panel over 15/32..Plywood "'4aq, �+�u;v Ei.a i9J�+n"S 14 1 �� „_,-,•>>M ik,�n�y„ T irk tF t�` c...iy, chis '.r`% t, r�. ' rr `�`.`."?inn >'.�.;;>';�,vl�..,•::;4f ti i . .F;:="` r.,,.:K.wJ 4 n`4r,r:u 'v iir. :;�;' S�ajfc in s� a i rYg:`a_ oo Ni�an HESI h s¢Z4�0: ,; o f aSlts e r �, Z, 2 .J1 µ _GableAor t jROR d. � ria$.��I��►'��ExpsUre G'�;1}RIsl;4�C�t:e�ot;y�ltr E c ose���((rr�yr�tl ,tn(� kfas ,d���I�t=1or►�la @�i�g����?�e �;1�7b�.�H� ,�.;�i��>s,�'"�,>::`��.>��+�h ��. , 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ye(r.t gl1�}}�a,'S,�a;ry. a l�.5::,�.k„d{+*..,l.r+, r.,. �9 fA�;A i,...try r,�.d�'+t,:,�lY'�4(vYs•!f lf�n �'��;5,,tx.,k�;;+fs r��� ��t4c�')�i..Ja)L,9ij,�".Ysfar�p!��`..'`a.F fQ ii #9-115x1 5 t<SPI ,� S-•«1` ” lk ;.�"# m, ri 10 xTyPEel, X16#'TYP6rE1 ! {116 zTYPE 1 .l. nvh PE fi6r:;: PE 1., f6 TYPE 1 .+a sK;s;.rc�av'�a.`ip, rtf.-'.�a,.:�`a.4a,4R �;:,..,,,>,+e` 'rt<JA P4h �r:.�?.il;..ti.;;7iS,s`r�. .A.�1•;,N� N�xft9:�M1 .Y7��,:�`7see.,n-c.':'-r` .R:' ',:J�4�-7'''.=•�6. ,ice s� a�tr,;:�':i,•»�!; ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 f tib `e�{{fir rw 's`v ;.>i4:: L�..;4 r .,,.s'E. # u� -i. t{^. !S.Fi, ��., ±.�`Y�Ak�,x. `4 7.. ;� �i<F ca ,.s: s, ,. •t r1 s 1" E X p ' ', �,<Z ,3< 9=145x1 S u p➢I li' � .:ra+t 1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA., GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. t/4" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.15/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 HIP ROOF ZONE 3 a Note:Dimension(a)is defined as 10%of the minimum width of the building or 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. RIDGE ; TYPE 1 FASTENER PATTERN ------------� `� (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE 1 ` 12 12" ----------------- \-EAVE At Panel Lap— ZONE 2 GABLE ROOF — ------------------ a TYPE 2 FASTENER PATTERN j — RIDGE ; (1) #9-15 x 1-1/2" HWH w/Sealing Washer ----- — — ----------- -I-- -� _ a -------------------- 211 9.511 II 9.511 211 ZONE 1 I I {---- 4- ZONE 3 EAVE FL#11651.13 R3•OCTOBER 5,2017 RtNG, LLC 1200 CLfNT •• D I SUJTE 9,BOCA RATON,FL 33487 17L • • #30464 Florida Building Fade Online 11/15/19,1:48 PM �a BCIS Home Log In S User Registration Hot Topic; Submit Surcharge Stats&Facts Publications Contact lis BQS Site Map Links Search r Approval USER:Public User Product Approval Menu>Productor Application Search>Apdic;ation List>Appr>cation Detail —-� p FL# FL11602-RlOLNOV CEIVED Application Type Revision �n1 l Code Version 2017 2 1 t 0-h,9Application Status Pending FBC ApCounty, Permitting Comments Archived ' s Product Manufacturer Owens Corning Roofing and Asphalt,LLC Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (740) 45 Greg.KKeeler@owenscoming. YI EmE® FOR Authorized Signature Keeler Greg CODE COMPLIANCE i6� LUCIE COUNTY Greg.Keeler@owenscorn o6n p� /� �+��si ®OCC Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740) 321-6345 greg.keeler@owenscoming.com Quality Assurance Representative Address/Phone/Email mic copy 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 Narne who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE C-?:i Validation Checklist- Hardcopy Received Certificate of Independence FL11602 RSO C012019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226(physicals) 2009 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfWgra38u9whFr5gP6KA%3d%3d Page 1 of 2 Florida Building Code Online 11/15/19,1:48 PM ASTM D4798 2011 FRSA/TRI April 2012 2012 TAS 117(8) 1995 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2019 Date Validated 10/17/2019 Date Pending F'BC Approval 10/20/2019 Summa of Products FL# Model,Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11602 RIO 11 2019 10 FINAL ER FL11602-R10.p_df Approved for use outside HVHZ:Yes Verified By: Robert Nieminen PE-59166 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-45 Evaluation Reports Other: 1.)The design pressure noted herein pertains to use FL11602 R10 AE 2019 10 FINAL ER FL11602-R10.Ddf of a specific underlayment system beneath foam-on the Created by Independent Third Party:Yes sytsems.Refer to ER Section 5.6.3 for details.2.) Refer to ER Sections 5 and 6 for other Limits of Use. Back FE Contact Us::2601 Blair Stone Road,Tallahassee R 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CQnvright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.mustprovide 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 dick here. Product Approval Accepts: lam} ® .. ..... ... http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfWgra38u9whFr5gP6KA%3d%3d Page 2 of 2 NEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CEfMFy • EVALUATION .�. Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-Ril One Owens Corning Parkway FL1I602-RIO Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 11:10/17/2019 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 Wh Edition(2017)Florida Building Code sections noted herein. DSCRwnm-. TiltaniumTM Roof Undertayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CaNTwL%DC NwLuuwE:This Evaluation Report-is valid untie such time as the named products)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.of any changes to the product(sj,the Quality Assurance or the production facility location(s). MEMO ETC,LLC 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 "NEMOletc. Evaluated" may be displayed in advertising literature. Many portion of the Evaluation Report is displayed,then it shaft 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 Reportconsists of pages 1 through 8. Prepared by: •.. r. E4F.a.••.i'. - Robert J.M.Nieminen,F.E. `� The facsimile seal appearing was authorized by Robert t:v�rOtik=;+ Florida Registration No.59166,Florida DCAANE1983 `�,,,,,;t,:« Nieminen,P.E.on 10/17/2019.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE. 1. MEMO ETC,LLC 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. NEMO ETC,LLC 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. Hobert Nieminen,PIX-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 NEMO ETC,LLC 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. ©2018 NEMO ETC,LLC NEMO eft. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment } Compliance Statement: Titanium'Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,LLC, have demonstrated compliance with the intent of the following sections of the 6th Edition(2017)Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and(imitations/Conditions of Use set forth herein. STANDARDS:2. E1 ar. 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,8905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(0412) 2012 I TAS 110Accelerated Weathering ASTM D4798 2011 TAS110 Pull-through resistance TAS 117(8) 1995 3., REFERENCES: ERD(TST6049) Physical Properties 115010.04.09 04/29/2009 ERD(TST6049) Physical Properties 115010.05.10 05/14%2010 ERD(TST6049) Physical Properties 135520:06.11 06/15/2011 ERD(TST6049) ASTM D226 138010.08.11 08/11/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 JTS(TSTM9) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 ERD(TST6049) Physical Properties(NH) 41-OG19=SSUDL-01.A 06/14/2019 Owens Corning Product equivalency Declaration 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF332-07-0Z iff/03/2017 PRF(TST5878) ASTM D1970;Tear strength OCF-33402-02 10/03/2017 PRI(TST5878) FRSA/TRI April 2012(04-12),partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI(TST5879) TAS 117(B);Pall-through OCF-422 02-02 04/03/2019 PRF(TST5878) FRSA/TRI April 2012(04-12),partial OCF-425-02-01 08/13/2018 PRI(TST5878) ASTM D226/ASTM D4798 OCF-331-02-01 RI 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-332-02-M R1 05/07/2019 PRI(TST5878) ASTM D226/ASTIVI 04798 OCF 3340201 R1 05/07/2019 PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) Tensile adhesion OCF 507-02-01 08/13/2019 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Service Confirmation 09/30/2017 MEMO ETC,LLC Evaluation Report 111980.11.08-RII Certificate of Authorization#32455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 2 of 8 O. NEMOJetc. PRODUCT4. Proc�act Spe�cl�caJrt� iiia � v �!]esttlpttoll ___� _ 4.1 Titanium""PSU-30 ASTM D1970 Dubai,UAE& unreinforced polymer modified bitumen material adhered and FMA/TRI Brentwood,NH to the underside of polymer-coated,synthetic woven April 2012 sheet. The underside is backed with a release film. Unit weight 24 lbs/square 4.2 Titanium-UDL-25 FBC 1507.1.1 Qingdao,China synthetic sheet-type underiayment comprised of a woven &R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 lbs./square 4.3 Titanium UDL-30 FBC 1507.1.1 Mission,BC, synthetic sheet-type under[ayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.0 lbs./square 4.4 Titanium""UDL-50 FBC 1507.1.1 Mission,BC, synthetic sheet-type underlayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.7 lbs./square L IMITATIONS: 5:1 This is a building code evaluation. Neither MEMO ETC,LLC 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium"" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the Authority Having Jurisdiction for approval based on this evallration combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Undeclaytttent Shingi+:s Nalb(M7ite foam-0trTite ` MetalSttingl+r±sA, 51ate Titanium PSU-30 Yes Yes Yes Yes Yes Yes (See 5.5.1) Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL-30 Yes (Base Sheet in 2-ply (Base Sheet in 2-ply Yes Yes Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes NEMO ETC,LLC Evaluation Report 111980.12.08-1122 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 12:10/17/2019 Page 3 of 8 ONEMOJeft. 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. rnKk+ +n-)\.`Sm.k � 1:li 4k. PE.3L:YS-1 a+hl-., f ml<. Lkv 4+ L'K4. t%M yici'k� ,+�t+.�+"iCc k.•l4 Rv?k. m .Z%nih._�C,k.•'`zyr' F @ - LtdFiPsfYea:= z,y= -=n l3otict #ddtid �p17)Ya _ DUPONT Tile Bond FL22525 Titanium PSU-30 ICP Adhesives Polyset®AH-160 FL6332 ICP Adhesives Polyset®RTA-1 FL6276 5.6 Allowable Substrates(for self-adhering): 3x t ': kk,Orr. ->u ;,,Y ,,.,y.^.""'` MA .. Ea:? •e? ::?,._, <,.Y (Optional)ASTM D41 plywood Titanium PSU-30 None ASTM D226 felt ASTM D41 Titanium UDL-30 None Titanium UDL-30(inverted) 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRl 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/TRl April 2012(04-12)and are used in foam-on file 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/TRI April 2012(04-12),Appendix-A,Table 1A or FOC 1609 for determination ofdesign wind loads. #1 Maximum Design Pressure=-45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two plies, Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nailsthrough 32 ga.,1-5/84nch diametertin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #2 Maximum Design Pressure=-30 psf": Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 2 Refer to rite Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-1131 Certificate of Authorization#32455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underiayments Revision 11:10/17/2019 Page 4 of 8 O. NEMO etc. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL--30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length suffici NEMO etc. 5.8 Tile Slippage Limitations[per FRSA/TRi April 2012(04-12)1: When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. * r asZ43'g_ CpGt�3 HIS � �J1im � T � rderay�xtent Tilelxcftte. Stagmg111ethod - ttum [crje _ Flat Max.10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max. 10-tile stack(5 over 5) Titanium PSU-30 1-6 Lugged = 5:12 r,h Y.n IN�T �F K 1 1 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning.Roofing and Asphalt, LLC 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 trail(reads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime thesubstrate(if applicable). .t u 6.3 Tjtti� v� ft�rttl31[?f. R; � � E� r 6.3.1 Shall be installed in compliance with the requirements far ASTM D226,Type t or It underlayment in FSC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30is limited to ring shank roofing nails with minimum 1-inch diameterplastic caps. Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads;ring shank roofing-nails with minimum 1-inch diameter-plastic-caps;screwsand plates;orptasticcap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: ':..except metal cap nails shall be required where the ultimate design wind speed, Vo„it,equals or exceeds 150 mph." Owens Corning hoofing and Asphaft,LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap na its fo r these applications,when the Titanium"UDL--25,Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. MEMO ETC,LLC Evacuation Report 111980.11.08-RII FL11602-R10 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revrsron 11:10/17/2019 Titanium Roof Underlaymerts Page 6 of 8 NEMO,etc. 6.3.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 254nches. End(vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope,maintaining minimum 254nch side(horizontal)laps,resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment; the underlayment need only be preliminarily attached pending attachment of the battens. 3e�Rr w"a�z ,�y,t-;.s 'w,�^*Y�' °a'� ,, �, _. ..r _ -•� 6.4 fizl �. V �8jn 6 � r m Fad r a�y aas � a SF r�SF ...'i,"4 ,.. ',sK;[.fix-�Sn._�e .' �Y_,. ,i5`�.,. 6.4.1 Non-Tile Installations: Shalt be installed in compliance with the codified requirements for ASTM 61970 undertayment in FSC Table 1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements. TitaniumTM'PSU-30 shall be back-nailed in accordance with Owens Corning published installation requirements. 6.4.2 Nail-On Tile Applications.- Shall pplications.Shalt be installed in compliance with the requirements for Setf-Adhered Membrane undedayment set forth in FRSA/TRI April 2012(04-12),and Owens Corning published requirements. Titanium''PSU-30 shall be back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch d-rameter tin caps in accordance with Owens Corning published installation requirements. Refer to Section 5.8 for tile staging limitations. 6.4.3 Foam-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012(04-12),and Owens Corning published requirements.Titanium''PSU-30 shall be back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for the staging limitations. 6.5 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-30(top surface primed or sheet inverted)in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. MEMO ETC,LLC Evaluation Report i1198D.11.08-R11 Certificate ofAuthoraat/on#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 7 of 8 ala etc. 6.5.3 Nail-On Tile Applications: For nail-on tile installations, install Titanium UDL 30(top surface primed or sheet inverted)in accordance with FRSA/TRI April 2012(04-12),using Section 6.3 as a guide,and considering the wider sheet width relative to ASTM D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 for tle staging limitations. 6.5.4 Foam-On Tile Applications: For foam-on tile installations, install Titanium UDL-30(top surface primed or sheet inverted) in accordance with Section 5.6.1 frereirr. Then apply Titanium PSU-30 in accordance with Section 6.4 Refer to Table 7A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.9 for tile staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction inorder to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. 9. QUALITY AssURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- NEMO ErC LLC Evaluation Report 111980.11.08-RII Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2029 ' Page 8 of 8 Florida Building Code Online 11/14/19,8:35 PM 0 za m 0 ei r. SCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats&Facts f Publications I Contact UsBCIS Site Map Links Search Ono P y Product Approval s�'u�mm USER:Public User Gy.ec'yaw ajm RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail 1'��ECEIVE D i FL# FL9487-RS I Application Type Revision N O V 21 r ?a Code Version 2017 Application Status Approved ST. LuCle County, f'ermltcing Comments Archived Product Manufacturer Tarco Roofing Address/Phone/Email One Information WaySuite 225 Little Rock,AR 72202 REVIEWED FOR rdsmohseen@ aoroofiDEC®MPLIANC Authorized Signature Sheik Mohseen S e LUCIE COUNTY �®��smohseen@tarcoroofing.com Technical Representative Shaik Mohseen Address/Phone/Email 2403 Taylors Valley Road Belton,TX 76513 (254) 913-7750 smohseen@tarcoroofing.com Quality Assurance Representative File Copy Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _'D Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/28/2020 Validated By John W. Knezevich, PE !✓ Validation Checklist- Hardcopy Received Certificate of Independence FL9487 R5 COI 2017 0 COI Nieminen.p—d Referenced Standard and Year(of Standard) Standard Year ASTM D226 2009 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvn9icO%2fd%2f8N4sjUFFvwylvLPkj3P80CCo%3d Page 1 of 2 Florida Building Code Online 11/14/19,8:35 PM ASTM D4601 2012 ASTM D6163 2008 ASTM D6164 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/07/2017 Date Pending FBC Approval 10/09/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 9487.1 LeakBarrier EasyStick Modified Self-Adhering Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL9487_R5__E 2017 10 FINALAI_$ _TA CO SBS FL9487_ Approved for use outside HVHZ:Yes j3_0f Impact Resistant: N/A Verified By: Robert J.M. Nieminen PE- 59166 Design Pressure: +N/A/-135 Created by Independent Third Party: Yes' Other: 1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL9487RA_2017 1FINAL ER TARCOIN ODBIT SBS FL9487_ deck. Refer to the ER Appendix for other systems R5.idf and deck types. 2.) Refer to ER, Section 5 for-other Created by Independent Third Party: Yes Limits of Use. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:650-487-1824 The State of Florida is an AA/EEO employer.Copeght 2007-2013 State of Florida.::Privacy Statement;:Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l),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 smalls 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 dick here_. Product Approval Accepts: ( Credit Card !' ,. Safe.'-.• , http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvn9ic0%2fd%2f8N4slUFFvwylvLPkj3P80CCo%3d Page 2 of 2 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization€f9503 QTRINITY� ERD Oxford, Christian Street, Unit 13 Oxford,CT 06478 (203)262-9245 EVALUATION REPORT Tarco Roofing Evaluation Report T39820.12.11-R3 One Information Way,Suite 225 FL9487-R5 Little Rock,AR 72202 Date of Issuance:12/09/2011 (254)913-7750 Revision 3: 10/02/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 61h Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: LeakBarrier®EasyStickT11 Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of 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 "TRiNiTY1 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 4, plus a 3-page Appendix. Prepared by: _/� f �utuufrrprr .vim C:;«z1o=-541'99 �•; :kms Robert J.M.Nieminen,P.E. ''•,�T•.;�; ., C� �„ The faclmllle seal appearing was authorized by Robert Nleminen,P.E. Florida Registration No.59166,Florida DC4ANE1983 �, 1.�i•`4y . on 10/02/2017.This does not serve as an electronically signed �'•. document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinityl 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. Exterior Research & Design, LLC. d/b/a 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. S. 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. I �kb � ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement:; LeakBarrier® EasyStickTM Modified Bitumen Roof Systems, as produced by,Tarco Roofing, have demonstrated compliance with the following sections of the 61"Edition (2017) 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 FM 4474 2011 1504.7 Impact FM 4470 2012 1507.10.2 Physical Properties ASTM D226 2009 1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 3. REFERENCES: gntm Examination Reference Date PRI(TST5878) Physical Properties TOT-041-02-01 05/24/2006, ERD(TST6049) Wind-FM4470/4474 TAR-SC7960.01.16 01/31/2016 ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.03.16 03/21/2016 ERD(TST6049) Wind-FM4470/4474 T6460.06.07-R2 05/26/2017 ERD(TST6049) Physical Properties T6470.08.07-R2 06/02/2017 UL(QUA1743) Quality Assurance Service Confirmation Exp.06/28/2020 4. PRODUCT DESCRIPTION: This Evaluation Report covers LeakBarrier®EasyStickTM Modified Bitumen Roof Systems installed in accordance with Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following products make up the subject systems. 777 TABLE11,•.ROLL-GOODS`FOR'LEAKBARRIER, EASYSTICK*"'MODIFIED BITUMEN'ROOF SYSTEMS Type Product Specification Reference Type Grade LeakBarrier®Easyl-ay' ASTM D226 II N/A Base Sheets: ASTM D4601 LeakBarrier®EasyNailBase"" II N/A (published) Smooth Surfaced Membranes: LeakBarrier®EasyBaseTM ASTM D6163 I S Granule Surfaced Membranes: LeakBarrier®EasyStickym ASTM D6164 I G Exterior Research and Design,LLC. Evaluation Report T39820.12.11-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017 Page 2 of 4 INI I ERD APPENDIX Z ATTACHMENT�REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2 1B Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2 1C-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 2 1C-2 Wood New,Reroof(Tear-Oft)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 3 1D Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 3 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG#12 or#14 HD with OMG 3 in.Galvalume Steel Plate(non-ribbed)or Tru-Fast DP or HD with Trufast 3"Metal Insulation Plates. Minimum 1/4-inch plywood penetration or minimum 1-inch wood plank embedment. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the QA requirements of F.A.C.Rule 61G20- 3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and 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 ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk" carrythe 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. For assemblies where all components are fully adhered,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 6. For mechanically attached components over existing decks,fasteners shall be tested in the-existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 orTesting Application Stanard TAS 105. 7. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 orTesting Application Standard TAS 124. 8. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Referto FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report T39820.12.11-R3 for FL9487-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017 Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStIck-Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 1 of 3 TR TY ERD TA64E lA: WOOD DECKS_ NEW,�CONSTRUCTION,,REROOF(Tear-Ofd oc RECOVER° -SYSTEMAYPE C MECti4M1;ICACLY ATTACHEQ INSIdtATION;B®NDEQ RObF'CO`JER�;' System Top Insulation Layer Roof Cover MDP No. Deck(Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Ply Cap (pso Min.15/32"plywood (Optional)One or more layers, Min.3/8-inch SECUROCK Gypsum- W 1. Note 2 1 per 1 ft' EasyBase (Optional)EasyBase EasyStick Plus -525 at max.24"spans any combination,loose laid Fiber Roof Board Min.2-inch ACFoam II EnergyGuard W-2. Min.15/32"plywood (Optional)One or more layers, Polyiso,ENRGY-3,H-Shield,ISO 95+ Note 2 1 per 1 fe EasyBase (Optional)EasyBase EasyStick Plus -82.5 at max.24"spans any combination,loose laid GL or Mufti-Max FA3 TABLE 16 WOOD DECKS-NEW"CONSTRUCTION;:REROOF(Tear.Off)or CO E. ;:.. SSTEFUI TYPED IN$iitATE�3,MECIiAR11CRLLY Ai"T�CFIED BASE SHEET,80 yfUDED�ROOF, OVER, System Deck(Note 1) Insulation Layer Base Sheet Roof Cover MDP No. Type Attach Type Fasteners Attach Base Ply Cap (Pso W-3. Min.15/32"plywood Any type,thickness or Loose laid Easylay Note 2 10-inch o.c.in the min.4-inch lap and 10-inch o.c. One or two plies, EasyStick Plus -60.0 at max.24"spans combination in two(2),equally spaced,staggered center rows EasyBase W 4 Min.15/32"plywood• Any type,thickness or Loose laid Easylay Note 2 8Jnch o.c.in the min.4-inch lap and 8-inch o.c.in One or two plies, EasyStick Plus -135.0 at max.24"spans combination four(4),equally spaced,staggered center rows EasyBase Min,15/32"plywood Any type,thickness or 6 inch o.c.,in the min.4-inch lap and 6-inch o.c.in One or two plies, W-5. at max.24"spans combination Loose laid EasyNailBase Note 2 Ffour(4),equally spaced,staggered center rows EasyBase EasyStick Plus -135.0 §? TABLE 1C 1 WOOD DECKS :NEW CONSTRUCTIONbr;REROgF(Tear " JI, SYSTEM TYKE E _N®N INSULATED;_NiECHANI�ALLY ATTACHEL7 BASE SHEET�naals),13' 6EQ 6O COVER System Deck(Note 1) Base Sheet Roof Cover MDP No. Type Fasteners Attach Base Ply Cap (pst) Min.19/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 7-inch o.c.in the 4-inch lap and 7-inch o.c.in three One or two plies, W-6. at max.24"spans Easylay diameter tin-caps. (Ref: FBC 15175). (3),equally spaced,staggered center rows EasyBase EasyStick Plus -60.0 Min.15/32"plywood 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in One or two plies W-7. at max.24"spans Easylay Simplex MARX Cap Fastener four(4),equally spaced,staggered center rows EasyBase EasyStick Plus -82.5 Min.15/32"plywood 12 ga.annular ring shank nails and min.32 ga,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in four One or two plies, W-8. at max.24"spans EasyLay diameter tin-caps. (Ref: FBC 15175) (4),equally spaced,staggered center rows EasyBase EasyStick Plus -120.0 Min.15/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in five One or two plies, W-9. EasyNailBase _ EasyStick Plus -120.0 at max.24"spans diameter tin-caps. (Ref: FBC 15175) �(5),equally spaced,staggered center rows EasyBase Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report T39820.12.11-R3 for FL9487-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017' Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStick-Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 2 of 3 NTINITY IERD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityiERD 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 FBC HVHZ jurisdictions. 5.3 Fire classification does not form part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed andinstalled for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 611320-3. Exterior Research and Design,U.C. Evaluation Report T39820.12.11-R3 CertWcate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-R5 LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017 Page 3 of 4 TRINITYERD 6. INSTALLATION: 6.1 EasyStick'°" Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published installation instructions,subject to the Limitations/Conditions of Use.noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 loads. 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 named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CZA requirements. 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories—QUA1743;(414)248-6409; Karen.buchmann@us.ul.com -THE THREE(3)PAGES THAT FOLLOWS FORMS PART OF THIS EVALUATION REPORT- Exterior Research and Design;LLC. Evaluation Report T39820.12.11-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017 Page 4 of 4 TABLE 1C=2 WOOD DECKS N,EW CONSTRUCTION;REROOF(Tear-Off)or;RECOVER, x :,SYSTEM TYPE E .NON INSUTATEO-MEgi ANI L-MjTKHE BASE SHEET screin%s:&° lags i30Pl 1ED€tOOF c O1lER . w.- . P ),. - System Deck(Note i) Base Sheet Roof Cover MDP No. Type Fasteners Attach Base Ply Cap (Psf) Min.15/32"plywood 10-inch o.c.in the min.4-inch lap and 10-inch o.c.in two(2),equally spaced, One or two plies, W-30. at max.24"spans EasyLay Note 2 staggered center rows EasyBase EasyStick Plus -60.0 W-11. Min.15/32"plywood EasyLay Note 2 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in four(4),equally spaced, One or two plies, EasyStick Plus -135.0 at max.24"spans staggered center rows EasyBase W-12. Min.15/32'plywood EasyNailBase Note 2 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in four(4),equally spaced, One or two plies, EasyStick Plus -135.0 at max.24"spans staggered center rows EasyBase r y; ,. '� ;, TABLE iD WOOD DECKS P1EW CONSTRUCTION or REROOF(Tear-Off) � � � � �:�. � - _SYSTEM TYPE F 1300ED RO:a7F COVER 4 --- - System Deck(Note 1) Roof Cover MDP No. Type Joint Treatment Base Ply Ply Cap (Pso W-13. Min.15/32"plywood None (Optional)EasyBase (Optional)EasyBase EasyStick Plus -75.0 at max.24"spans W-14. Min.15/32"plywood Plywood joints are covered with 4-inch wide strips of EasyBase,rolled into (Optional)EasyBase (Optional)EasyBase EasyStick Plus -120.0 at max.24"spans place to create continuous bond. Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report 739820.12.11-R3 for FL9487-R5 Certiflcate ofAuthoraation#9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017 Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStIck-Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 3 of 3