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Home My WebLink AboutProduct Approval, ' THESE PLANS AND ALI.PROP99-FD WORT' EXTERIOR RESEARCH&DESIGN,LLC. ARE 5U 'Ji•(.?'?t�rbt ' '� , ' 'F)QI} ( (,_,i 6'1,,110 N�} Certificate of Authorization N9503 REQUIRED 6;'r hli I.O IFS,"X r- 'l�IlgT 353 CHRISTIAN STREET, UNIT#13 1 i I ERD �iA�' In I�;l�r.SAW IN�NAM O OXFORD,CT 06478 PHONE:(203)262-9245 COMM WMI ALL,ANMIC410 CQQUA � FAX:(203)262-9243 !$:= EVALUATION REPORT II, t Boral Roofing Evaluation Report M35710.12.10-118 7575 Irvine Center Drive FL14317-R7 l�� ht;l� �'AS I r!N,ER a 0R M �ACI!I�[lFNI T�S Date of Issuance:12/21/2010 Suite 100 {` Irvine,CA.92618 ARE THE RESPONSIBILI TY OF T HF Revision 8:07/01/2015 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 's 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. I! DESCRIPTION: Boral 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. TrinityIERD requires a complete review of this Evaluation Report T, relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in I` 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 I1= distributors and shall be available for inspection at the job site at the request of the Building Official. I !;> This Evaluation Report consists of pages 1 through 6. - Prepared by: at",tit, .. .. oasrp t -....•. 8x5 '�� I 'O, 44' F The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M. Nieminen,P.E. %s^,'� ;:�;•�� P.E.on 07/01/2015.This does not serve as an electronically signed document.Signed,sealed hardco i es have been transmitted to the Florida Registration No.59166,Florida DCA ANE1983 g c' Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 t reof,is/was used for permitting or design guidance unless retained specifically for that purpose. 007 ST. LUCIE COUNTY j BUILDING DIVISION FOR COMP C- rEVIEWED 131? r DATE " ! PLANS AND PERMITr MUST SE KEPT ON JOU OR NO INSPEC'FICSN WILL E32 MADE i. TRINITY J ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: (` Product Category: Roofing !I' Sub-Category: Underlayment !; Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, have demonstrated compliance with the I j., following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject I to the Installation Requirements and Limitations/Conditions of Use set forth herein. t` 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift UL 1897 2004 (r• 1507.2.4,1507.2.8,1507.2.9.2,1507.4.5.1, Physical Properties ASTM D1970 2009 {' 1507.4.5.2,1507.5.3,1507.5.3.2,1507.6.3, i 1507.6.3.2,1507.7.3,1507.7.3.2 4 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 j; 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) Wind Uplift T6460.06.07-R1 10/09/2007 ERD(TST6049) Physical Properties T33190.08.10 08/06/2010 { ERD(TST 6049) Physical Properties M33180.08.10 10/09/2010 1. ERD(TST6049) Wind Uplift T37610.07.11 07/29/2011 '! ERD(TST 6049) Physical Properties B40380.08.12 08/28/2012 t. ERD(TST 6049) Physical Properties C41420.09.12-2 09/11/2012 ERD(TST 6049) Physical Properties B41940.09.12 09/13/2012 ERD(TST 6049) Physical Properties B47390.07.14-1 07/31/2014 ERD(TST 6049) Physical Properties B47390.09.14 09/04/2014 PRI(TST 5878) Physical Properties NEI-006-02-01 04/O1/2002 PRI(TST 5878) Physical Properties NEI-034-02-02 03/23/2006 PRI(TST 5878) Physical Properties NEI-045-02-01 08/08/2007 PRI(TST 5878) Physical Properties NEI-053-02-01 05/O1/2008 PRI(TST 5878) Physical Properties NEI-070-02-01 08/12/2009 s' PRI(TST 5878) Physical Properties NEI-031-02-02:REV 10.27.10 10/27/2010 PRI(TST 5878) Physical Properties NEI-029-02-01REV:11.03.10 12/03/2010 PRI(TST 5878) Physical Properties NEI-046-02-01REV 12/17/2010 PRI(TST 5878) Physical Properties NEI-034-02-02/MLT-015-02-01 01/29/2013 PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015 UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R14610 Exp.12/10/2017 UL,LLC.(QUA 9625) Quality Assurance Cross-Listing Confirmation,R16744 09/04/2013 UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R16744 Exp.10/13/2017 4. PRODUCT DESCRIPTION: i 4.1 Self-Adhering Underlayments: I' 4.1.1 Boral TileSeal® 50"T is a nominal 50-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof • underlayment. S= i 4.1.2 Boral TileSeal® HT is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof V. underlayment. 4.1.3 GatorSeal®is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof underlayment. Y'. 4.1.4 StormSentry''is a nominal 120-mil thick,mineral-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof underlayment. r 4.1.5 Citadel® Plus is a nominal 48-mil thick, fabric-surfaced, fiberglass reinforced, self-adhering SBS modified bitumen roofing underlayment for use as a base-layer in two-ply underlayment systems. Exterior Research and Design,I.I.C. Evaluation Report M35710.12.10-118 Certificate ofAuthorization#9503 FL14317-117 Revision 8:07/01/2015 Page 2 of 6 III' yt' . �G. TRI Ili ERa 5. LIMITATIONS: •s:. 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 ff design guidance unless retained specifically for that purpose. Itt;I 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 'S 5.4 Boral Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation K~ combined with supporting data for the prepared roof covering. 4 !'4 5.5 Allowable roof covers applied atop Boral Roof Underlayments are follows. Table 1 pertains to use of each listed I underlayment by-itself beneath the stated roof covers. Refer to the installation instructions and Table 2 for two-ply f i5. I underlayment options. T/1BLEg1:,ROOF COVER OPTIONS «+, s i r j: Asphalt Wood Shakes I;+• Underlayment Nail-On Tile Foam-On Tile Metal Slate Shingles &Shingles I Boral TileSeal 50"T yes Yes No Yes Yes Yes 1" (battens only) r. Boral TileSeal"T .Yes Yes Yes Yes Yes Yes (See 5.5.1) L GatorSeal Yes Yes No No Yes Yes (battens only) StormSentry Yes Yes No No Yes Yes `. 5.5.1 "Foam-On Tile" is limited to use of the following unless tensile adhesion/long term aging data from an accredited Y. testing laboratory is provided. �`. Underlayment Tile Adhesives [, 3M—2-Component Foam Roof Tile Adhesive AH-160(FL6332) 3MT"Roof Tile Adhesive RTA-1(FL6276) I Boral TileSeal"T I-.. Dow TILE BOND'"Roof Tile Adhesive(FL717) lt. Convenience Products'Touch'n Seal StormBond Roof Tile Adhesive(FL14506) (rr 5.6 Allowable Substrates: ( 5.6.1 Direct-Bond to Deck: Citadel Plus,Boral TileSeal 50"T,Boral TileSealIT,StormSentry or GatorSea r" ➢ Plywood(unprimed or primed with ASTM D41 primer). l .% Boral TileSealIT: J ➢ OSB primed with ASTM D41 primer. 5.6.2 Wind Resistance of Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not prescriptively 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 FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. 5.6.2.1 Maximum Design Pressure=-105 psf. 1% Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: (Optional)Citadel Plus,self-adhered Underlayment: Boral TileSeal"T,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1X"ring shank i; nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. i Exterior Research and Design,I.I.C. Evaluation Report M35730.12.10-118 Certificate of Authorization#9503 FL14317-117 Revision 8:07/01/2015 Page 3 of 6 i« I r' ' TRIIlIITY ERD ' 5.6.2.2 Maximum Design Pressure=-202.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. I(,,• Primer: ASTM D41 to the plywood deck j; Base Ply: (Optional)Citadel Plus,self-adhered Underlayment: Boral TileSeal"T,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/<<"ring shank ' nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. fi 5.6.3 Bond to Base Laver Underlayment: ' Citadel Plus,Boral TileSeal 50"r,Boral TileSeal"T or GatorSeal: ➢ ASTM D226,Type II felt;Citadel Plus. StormSentry: ➢ ASTM D226,Type II felt;Citadel Plus. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1 or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Bond to Other Substrate Types: g, Citadel Plus,Boral TileSeal 50"T,Boral TileSeal"r,StormSentry or GatorSeal: ➢ ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc). ? Boral TileSeal"r: I' ➢ Huber Zip Deck(unprimed or primed with ASTM D41 primer);Dens Deck Prime. Note:For installation under mechanically attached prepared roof coverings,insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. 5.7 Exposure Limitations: jl) 5.7.1 GatorSeal shall not be left exposed for longer than 30-days after installation,prior to placement of final roof cover. 5.7.2 StormSentry shall not be left exposed for longer than 90-days after installation,prior to placement of final roof cover. 5.7.3 Alcazar, Boral TileSeal 50"r and Boral TileSeal"r shall not be left exposed for longer than 180-days after installation, prior to placement of final roof cover. 5.7.4 Citadel Plus,for use as a base-layer in a two-ply underlayment system,shall not be left exposed for longer than 180- days after installation,prior to placement of subsequent underlayment layer. j 6. INSTALLATION: i;C 6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation instructions } subject to the Limitations set forth in Section 5 herein and the specifics noted below. I� li 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove I any dust and debris prior to application,and prime the substrate(if applicable). b; 6.3 Install self-adhering underlayment when ambient and surface temperatures are minimum 40°F and rising. 6_4 Citadel Plus: 6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral TileSeal 50"r, Boral TileSeal"r,GatorSeal or StormSentry. li- 6.4.2 Slope limitations are those associated with the top-layer underlayment. 6.4.3 Direct to Deck: Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. p: Boral recommends fastening of the top edge of the sheet to the deck with roofing nails, nails &tin-tags or 1-inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and G greater. Overlap successive courses minimum 2 inches(horizontal lap)and minimum 4"end(vertical)laps. I' Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50"T, Boral ' TileSeal"r,GatorSeal or StormSentry. F I I. Exterior Research and Design,I.I.C. Evaluation Report M35710.12.10-R8 Iz. Certificate of Authorization#9503 FL14317-R7 Revision 8:07/01/2015 i { Page 4 of 6 I,. r I`. 11r QOTRRINI-rYIERD 'f 6.4.4 To Base Sheet: is Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral i' Roofing published installation instructions and Section 6.4.3 and when used as part of a multi-ply system. Install Citadel Plus as a mid-ply in accordance with Boral Roofing published installation instructions and Section 6.4.3. Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50"T, Boral TileSeal"T,GatorSeal or StormSentry. { 6_5 Boral TileSeal 50"T: + 6.5.1 Install Boral TileSeal 50"T in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the'type of prepared roof covering to be installed. l' 6.5.2 Do not use Boral TileSeal 50"T on roof pitches less than 2:12. 1'. 6.5.3 Non-Tile Applications,Direct to Deck: Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin-tags or 1-inch Is: diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and C5; greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. Seal under end (vertical) laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. 6.5.4 Non-Tile Applications,to Base Sheet: Install ASTM D226,Type II felt in accordance with Code requirements. Install Boral TileSeal 50"T in accordance with Boral Roofing published installation instructions and Section 6.5.3,except end(vertical)laps,described below. Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous underside is in j' contact with the fabric top surface,rolling the interface into place with a weighted roller. 6.5.5 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. j` Battens must be used for all tile installations atop Boral TileSeal 50"T. Boral Roofing's Elevated Batten System"" or •° counter battens are required for roof pitches of 2 Yz:12 to less than 4:12. 6.6 GatorSeal and StormSentry: 6.6.1 Install GatorSeal and StormSentry in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.2 Do not use GatorSeal on roof pitches less than 2:12. Do not use StormSentry on roof pitches less than %:12 while I' ensuring there is no possibility for ondin water on the surface of StormSentry. i g P Y P g , 6.6.3 Non-Tile applications,Direct to Deck: Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, 'I.. extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. f• Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin-tags or 1-inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and �? greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. I`. Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in contact with the granular or mineral top surface, rolling the interface into place with a weighted roller,or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions. i j. Exterior Research and Design,I.I.C. Evaluation Report M35710.12.10-R8 Certificate o/Authorization#9503 FL14317-117 ' Revision 8:07/01/2015 Page 5 of 6 �L. i t 1�RIITY ERa 6.6.4 Non-Tile Applications,to Base Sheet: Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral `;'s Roofing published installation instructions and Section 6.4. Install GatorSeal or StormSentry over ASTM D226, Type II felt or Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.6.3 except end(vertical)laps,described below. lay: ', Apply SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in contact with the granular top surface,rolling the interface into place with a weighted roller. 6.6.5 Tile Applications: t., Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted j; above as a guideline. Tile^shall be loaded and staged in a manner that prevents the slippage and/or damage to the j' underlayment. jh Battens must be used for all tile installations atop GatorSeal. t;. 6_7 Boral TileSeal"r: l lit 6.7.1 Install Boral TileSeal HT in compliance with manufacturer's published installation instructions and the requirements for j ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 Do not use Boral TileSeal HT on roof pitches less than 2:12. €` 6.7.3 Non-Tile Applications.Direct to Deck: j For OSB substrate, prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into 11 manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by''/<-inch.Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin-tags or 1-inch I' diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. I 6.7.4 Non pp-Tile Applications,to Base Sheet: III�-a '' Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install Boral TileSeal HT in accordance with Boral Roofing published installation instructions and Section 6.7.3, except end(vertical)laps,described below. ?: Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous underside is in !1. I� contact with the fabric top Surface,rolling the interface into place with a weighted roller. !?!`` 6.7.5 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the ' underlayment. it Battens must be used for all tile installations atop Boral TileSeal HT with roof pitches of 2%to less than 3:12. Boral v' Roofing's Elevated Batten System or counter battens are required. !+ Approved foam adhesive may be used for roof slopes 2:12 and greater. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. i, 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(414)248-6409;Karen.buchmann@us.ul.com kl END OF EVALUATION REPORT- I" Exterior Research and Design,LLC. Evaluation Report M35710.12.10-118 j' Certificate of Authorization#9503 FL14317-117 Revision 8:07/01/2015 f r I Page 6 of 6 r,: i i li JB&B Engineering.Consultants,LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1323. Email: TSullivanenm(D_clmail.com Florida Certificate of Authorization#30903 Product Evaluation Report(R1) (FL#21388.1) Dynamic 1.0" Nail Strip 24 gage Galvalume Non-HVHZ 1.0 Product Manufacturer: Dynamic Metals, LLC 3201 SE Dominica Terrace Stuart, FL 34997 2.0 Code edition: Florida Building Code'5th edition (2014)-Building Volume-Non-HUHZ Sections 1.504.3.2 and 1504.7 3.0 Evaluation Method: Engineering Evaluation(method 1D) in accordance with 61G20-3.005 F.A.C. 4.0 Product Category: Roofing 4.1 Product Sub-Category: Metal Roofing a 5.0 Product Description: 5.1 General Description: Dynamic'1.0" nallstrip 24 gage steel non structural roof deck 5.2 Fy= 50 ksi 5.3 Panel Thickness: 20 Gage-(0.0276") minimum coated thickness 5..4 Corrosion Resistance to comply with Florida Building Code 5i"ed. (2014), section 1507.4.3 5.5 Width: 15" maximum coverage 5.6 Rib Height: 1.0" major rib height @ 15" o.c. - 6.0 Panel Fastener:#10 x V pancake head fastener through the nail strip 6"from ends and 6"o.c:with j an integral male/female integral snaplock with adhesive. Corrosion resistance per Florida Building Code 51"edition (2014), sections 1506.6 and 1507.4.4 6.1 Substrate Description: 1 Layer of 30#'organic felt paper or other underlayment compliant j. with,FBC chapter 15 over minimum 7/16"OSB (or 15132"4-ply APA plywood)over2x SYP rafters 'l spaced no more than 24"o.c. Substrate must meet all applicable requirements and be designed jl with the Florida Building Code 51"edition(2014) ! 6.2 Design Uplift Pressures: Field Installation 412.0 psf/2=206.0 psf(Fasteners spaced 6" o.c.And 6"from ends) 7.0 Code Testing Performance Requirements: ( Pot d 71 UL 580-06-Test for Uplift Resistance of Roof Assemblies 7.2 UL 1897-047Uplift Test for Roof Covering Systems 8.0 Performance Test Results Summary: ;! 8.1 Architectural Testing, Inc.West Palm Beach, FL.(TST 1627), Report#Gil95.06-450-44 8.1.1 Signed/Sealed.by Charles Anderson, P.E. on October 215', 2016 8.1.2 UL580-06/UL 1897-04 Field Installation (-412.0,0 psf) 9.0 Installation Instructions: I: 9.1, Per manufacturer's installation instructions and fastening patterns described herein axe 1 2 if �l 11' ICI,, JB&B Engineering Consultants,LLC 5203 Silver Charm Terrace Il` Wesley Chapel, FL 33544 Phone: 813-545-1323 Email:TSullivanenQ(a-gmail.com Florida Certificate of Authorization#30903 III' 10.0 Design Procedure: Based on the dimensions of the structure,.appropriate wind loads are determined It ` using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind Ili loads for roof cladding are, compared to the allowable design pressures listed herein. The design professional shall select the the appropriate erection details to reference in his drawings for proper fastener attachment to his/her structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 chapter 22 for steel, chapter 23 for wood and chapter 16 for structural loading. if 11.0 Limits and Conditions of Use: 111 Maximum allowable design pressures listed in this report 11.2 Fire classification has not been considered and is.outside the scope of this report ((i!: 11.3 Panels were not evaluated structurally to resist shear diaphragm, axial, transverse or racking loads 11.4 Alternate conditions not specifically addressed by this approval shall be designed by a I; registered Florida Professional Engineer or Architect 11.5 The structural adequacy of the substrate bearing the wind loads-superimposed by this product are the responsibility of others 11.6 Underlayment shall comply with the Florida Building Code 51h edition (2014) ` 11.7 Minimum slope shall comply with the Florida Building Code 51h edition (2014, including section 1507.4.2 and in accordance with the manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps 12.0 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 agency. 1, 13.0 Certificate.of Independence: Pursuant to the requirements of 61 G20-3 F.A.C, I hereby certify that this Florida Professional Engineer, performing this evaluation, does not have nor will acquire an interest in any company manufacturing or distributing products for which the report is being issued.This is also to certify that this Florida Professional Engineer, does not have,nor will acquire a financial interest in any jother entity involved in the approval process of this product. 14.0 Certification: In the professional opinion of this evaluating engineer the,aforementioned product, meets the requirein� gtjAt oFlorida Building Code 2014(5th edition), specifically sections 1504.3.2 and 1504.7 for use�i 4 WBIDi utilized within the limits of use noted herein. �CENS o No 55358 1I is ® moo EOF Thom s FL PE#553 8 �oeDA NAL Eo®0�4 i {F i P a F,ge 2 2 1 r. fr. . ._._ _ _ JB4cB ENGINEERING; LL.C_ DYNAMIC .M.E'TALS, LLC` CONSULTING ENGINEERS 5;203 Silver Charrri Terrace. Mt SE Dominica Torrdcs Wesley Chapel;, PL 33644 j StuaCTt,. Ftorfd2 44997 Phone,(8'iog4q.—f's 3' Email TSullivdneiid@q?h it cam. FL,CerGty'lcato of Authorli tion.#30908 YNAi; i 1` j' 15" Panel Profit i `•"'� .«...,.tea....-®�...e...«. ..».. ..-e..�-..�.. ..._�..:.___-.� „.� iii Woo Deck--010 x V L ca a�xry�0 MAXIMUM DESIGN UPLIFT PRESSURE=206.0'PSF ANCHORS TO BE SPACED 6 FROM ENDS.& 6 'O.C: ' C N - 1 ft' ° •0 � ° rJ s Client Name 'DYNAMIC METALS, LLC � :.8 o m. P�6jsct Namo:_DYNAMIC NAIL 1,0" STRIP 24 go.STEEL q� THOM °gL35A T, QCOMPLI ,T FLORIDA BUILDING CODE 5TH ED. _(2Q.14) Project Address: FLORIDA PRODUCT APPROVAL <' �`�p •`e� °�• N .2 1 DATE: 10-29-2016 Avg®, 0-O NAU V a:.