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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 Flo da De-rtmenitl MS Hame I Log 1 User ReglStrd.. i Hot Toacs I Submlt Surcharge I Suits &Facts 1 Publlradons I FSC Stan 1 acts Sit. Map i Links I sea" I Businesij(h Professi 1 a, n Product Approval 0- USER: Public User Regulation PratluR Avomval Menu >Proaud or Aool canon Search >Apvlicaaon Lkt>Application Historv>Application Detali -� FL # FL5259-R39 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) [in POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com James Akins jakins@polyglass.com Steve Wadding 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Roofing Underlayments SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report- Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/01/2017 John W. Knezevich, PE W Validation Checklist - Hardcopy Received ctandard ASTM D1970 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2002 ASTM G154 2005 ASTM G155 2005 FM 4474 2004 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvbSgAaZp3Crk... 3/6/2015 Florida Building Code Online Page 2 of 2 FRSA/TR107320 TAS 103 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/0112014 Date Validated 07/02/2014 Date Pending FBC Approval 07/04/2014 Date Approved 06/25/2014 Date Revised 08/25/2014 Summary of Products 2005 1995 FL 7f Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FL5259 R19 11 2014 07 FINAL ER POLYGLASS VNDERLAYMENT5 FLr259- R19,D(1f Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system for use under foam- on tile systems. Refer to ER Section 5.5.2 Evaluation Reports ,EL5Z5%_R39 AE 2014 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259— RR1 ,0dF Created by Independent Third Party: Yes for other systems and maximum deslgn pressures. 2.) Refer to ER Section 5 for other limits of use. Haut Neil Conrad Us:: 19,10 NoahM SemetTallahassee F332399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Cooydaht 2007-2013 State of Florida.:: Privmv Statement:: p .Ab'resy N 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 mall to his 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), Ronda Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may he used for oi0tlal communication with the licensee. However email addresses are public recoM. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to me public. To determine If you are a Ilcensee under chapter 455, F.S., please dI& hiI Product Approval Accepts: mg 9 eCt4;. 0 mcuritvAuIurn' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgvbSgAaZln3 Crk... 3/6/2015 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ERD 353 CHRISTIAN STREET, UNIT#13 .j' TRINITY; OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R14 150 Lyon Drive FL5259-R19 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 14: 07/01/2014 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 designed to comply with the Florida Building Code, 2010 sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced 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 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 11. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was.0 usrited by Robert Nieminen. P.E. on 07/01/2014 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administator and to the named client CERTIFICATION OF INDEPENDENCE: 1. 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. 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. �t I KINITY 1 ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.3,1507.3.3, 1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 1507.2.4, 1507.2.9.2,1507.3.3, ]5075.3 Physical Properties ASTM D1970 2001 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6272 2002 1504.6 Aceelemted Weathering ASTM G154 2005 1504.6 Accelerated Weathering ASTM G155 2005 15043.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI07320 2005 1523.6.5.2.1 Physical Properties TA5103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST5878) Physical Properties PR101111 04/08/2002 PRI (TST5878) Physical Properties PUSA-WS-02-01 O1/31/2002 PRI (TST5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 • PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST5878) Physical Properties PUSA-083-02-01 D4/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14EBA O1/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P31030.11.09-2 11/30/2009 ERD (TSr 6G49) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.30 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD UST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TV 6049) Physical Properties C41420.09.12-3 09/11/2012 Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R14 Cero'fimte olAuNoriiatlon 11950 FL521 � iY07101�2014 2of FILE U Page 2 of 11 ! 1 K\iINrry ERD Entity Examination Reference Date ERD 0ST 6049) Wind Uplift P39680.03.13. 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P3738.02.07-112 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD PST 6O49) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03-R7 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03-RS 11/26/2013 ERD (TST 6049) Physical Properties P45270,05.14 05/12/2014 ERD UST 6049) Physical Properties P443605C 05/15/2014 ]CC -ES (EVIL 2396) IBCCompliance ESR-1697 09/O1/2012 Miami-Dade(CER 1592) HVHZCompliance NOA 12-0713.02 02/14/2013 Polyglass USA Manufacturing Affidavit Produce Current 02/18/2009 Polyglass USA P/LAffidavit Mule -Hide Cross Ug 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, U.C. (QUA9625) Quality Control Service Confirmation, 1114571, 2OA Exp.08/08/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation, MTS Plus Exp. 07/O1/2017 4. PRODUCr DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P, is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS Plus is a nominal 6O-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D197O and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, With a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 170 g/mz polyester fabric surface; meets TAS 103- 4.2.7 Polyfiex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets. 4.2.8 Dual Pro"' is a nominal 60-mil thick dual-layer.rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.2.9 Tile Pro"' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 Poly flex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data forthe prepared roof covering. Exterior Research and Design, U.C. cerdJicote ofAurhorlmdon #95e3 PTRINITYIERD 5.4 Allowable roof covers applied atop the underlayments areas follows: - -. .. TABLE I:.R00F,COVER OPTIONS „ - ': ' •.. •.. •. - Underlayment Asphalt Shingles Nail -On Tile Foamdn Tile Metal wood Shakes& Shingles Slate Elastubase yes Yes No Yes Yes Yes ElastobaseP Yes Yes No Yes yes yes Polystick NITS Yes yes No yes Yes yes Polyslick NITS Plus Yes Yes No Yes Yes yes Polystick lR-Xe Yes No No No Yes Yes PoWck TUP yes yes No yes Yes seeyes 5.Polysdck TU Plus yes Yes Yes Yes Yes yes See 5.4.1 Polystick TU Max No yes See yes No No No Dual Pro Yes Yes No Yes Yes Yes Tile Pro yes yes yes yes Yes Seeyes5. - Elastoflex S6 G yes yes No Yes Yes See 5eS Elastogex SG FR Yes Yes No No yes Yes PolyflexG yes yes No Yes Yes Seeyes Polyflex G FR yes yes No No Yes yes Polyflex SAP or SAP FR yes yes Seeyes 5.Mule-Hide No yes yes SA-APP Cap Sheet or SA- Yes Yes yes No Yes Yes APP Cap Sheet (FR) see 5.4.1 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. - ➢ Polyfoam PolyPro AH16D: Polystick TU P, Polystick TU Plus, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. • 3M"' 2-Component Roof Tile Adhesive AH460: Polystick TU Max ➢ Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro ➢ Convenience Products' Touch 'n Seal Stormeond Roof Tile Adhesive: Polystick TU Plus, Polystick TU Max 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polygloss does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. Exterior Research and Design, I.I.C. Certlfrcote OfAuthori+odon N9503 Evaluation Report P12060.02.09-R14 FL5259-R39 Revision 14: 07/01/2014 Page 4 of 11 A \) Qf_�f,RINITY 1 ERD 5.5.2 Bond -to -Insulation: Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by aqualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix 1. 5.5.3 Bond to Mechanically Attached Base Laver: Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self - adhered to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex 56 G or S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Polyflex G or G FR torch -applied to: ➢ Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, refer to Section 5.5.4 herein and FRSA/TRI 07320/8-05 or RAS 120. 5.5.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowablewind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.4.1 Maximum Design Pressure=-90 osf. Deck: Min. 15/32-inch plywood to meetproject requirements to satisfaction of AHJ. Primer. (Optional) ASTM D41 Underlayment: Polysdck TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheetand Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.2 Maximum Design Pressure =-135 osf. `-- Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-Inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.43 Maximum Design Pressure=-315 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer. ASTM D41 Underlayment Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and MuleHide SA-APP Cap Sheet (FR), self -adhered. 5.5.4A Maximum Design Pressure=-622.S psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer. ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. FILE Exterior Research and Design, LLG Evaluation Report P12060.02.09-R14 Cemiftcate ofAuthoriration #95123 FL5259-R39 Revision 14:07/01/2014 Page 5 of 11 TRINITY i ERD 5.5.4.5 Maximum Design Pressure=-30.0 psf. Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11 ga. x 1.25-inch long x 1- inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.6 Maximum Design Pressure=-37.5 osf. Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase or Mule -Hide Nail Base (poly -film tap surface) mechanically attached with 11 ga. x 1.25-Inch long x 1- inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.7 Maximum Design Pressure=-37.5 osf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. One (1) or two (2) layers ASTM D226, Type 11 felt mechanically attached with 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt. 5.5.4.8 Maximum Design Pressure=-45 osf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. One (1) layer ASTM D226, Type 11 felt mechanically attached with 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Underlayment Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.5.4.9 Maximum Design Pressure=-45 Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Two (2) layers ASTM D226, Type II felt mechanically attached with 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 97inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Underlayment Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex 56 G, applied in full mopping of hot asphalt. 5.5.4.10 Maximum Design Pressure =-45 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 9-inch o.c. at the 2-Inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or PolyFlex G, torch -applied. 5.5.4.11, Maximum Design Pressure=-52.5 psF. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced SlAnch o.c. atthe 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or PolyFlex G, torch -applied. 55.4.12 Maximum Design Pressure=-52.5 nsf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase or Mule -Hide Nall Base (poly -film top surface) mechanically attached with Simplex Original Cap Nails spaced 6-inch o.c. atthe 3-inch wide side laps and 64nch o.c atfour (4) equally spaced staggered center rows. Undedayment Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.13 Maximum Design Pressure =-52.5 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex Original Cap Nails spaced 64nch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or PolyFlex G, torch-avolied. Ev Exterior Research and Design, LLC. Evaluation Report P 6 POLO -R14 Certificate ofAuthadwdon #9503 F1.5759-1119 Revision 14: 07/O1/2014 Page 6 of 11 � I KINFTY ERD 5.5.4.14 Maximum Design Pressure=-60 osf. Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with 11 ga. x 1.254nch long x 3/8-inch head diameter annular ring shank roofing nails at 1- 5/8-Inch diametertin caps spaced 8-inch o.c. at the 4inrh wide side laps and B-inch o.c. at three (3) equally spaced staggered center rows. Underlayment Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.15 Maximum Design Pressure=-60 osf. Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch-applled cap) mechanically attached with OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates spaced 12-Inch o.c. at the flinch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Undedayment Elasroflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.16 Maximum Design Pressure=-90 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-Inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Undedayment Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.17 Maxim um Design Pressure=-90 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-inch o.c. at the 4-Inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Undedayment Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.18 Maximum Design Pressure=-90 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface) mechanically attached with Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates spaced 6-Inch o.c. at the flinch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center lows. Undedayment Elastoflex S6 G, applied in full mopping of hot asphalt. 5.5.4.19 Maximum Design P ressure = -97.5 osf. Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase or Mule,Hide Nail Base (poly -film top surface) mechanically attached with 11 Be. x 1.25-Inch x 3/84nch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-Inch o.c. at the flinch wide side laps and flinch o.c. at four (4) equally spaced staggered center rows. Underlayment Polystick TU P, PolystickTU Plus, Polyflex SAP, PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.20 Maximum Design Pressure=-105 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-Inch o.c. at the 24nch wide side laps and 64nch o.c. at three (3) equally spaced staggered center rows. Undedayment Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.21 Maximum Design Pressure =-1125 osf. Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase or Mule -Hide Nail Base (poly -film tap surface) mechanically attached with 11 ga. x 1.25-Inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 62inch o.c. at the flinch wide side laps and 6-inch o.c. atfour (4) equally spaced staggered center rows. Primer. PG100 or ASTM D41 primer at all tin -caps Undedayment: Polystick TU P, PolystickTU PI us, Polyflex SAP, PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet.(FR), self -adhered. 5.5.4.22 Maxim um Design P ressure = -120 osf. Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torchapplied cap) mechanically attached with OMG 412 Standard Roofgrip a OMG#14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-Inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC. Certficote of Authorization #95(13 Evaluation Report P12060.02.09-1114 F15259-R19 FILE' / P 7 I ` r TRINITY i ERD 5.5.4.23 Maximum Desien Pressure=-120 Dsf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction ofAHJ. Base Layer. Elastobase (sanded top surface) mechanically attached with Trufast#12 DP orTrufast#14 HD with Trufast 3"Metal Insulation Plates spared 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Undedayment: Elastoflex S6 G, applied in full mopping of hot asphalt 5.5.4.24 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of-45 psf. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P or Polystick MTS Plus shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU P orTU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G), in which case the maximum exposure is 180 days. 5.7 For file roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems. :.. r - ... Ta6tE2:TtE5Y5TEi-n Or'r'ioNS FRSA'jTR107320/g-05 `;_',_ " PER _ system Underlay Section Reference Product(s) Option 1 2A Modified Cap Sheet DastaflexSSG or Elastoflex 56 G Fit; Polyflex G or G FR Bolt System One: 2 3.02B No.30/Modified Cap Sheet Base layer: Elastobase; EbstobaseP Top layer. Sastoflex S6 G or Elastonex S6 G FR; PalyflexG or FR Mechanically Fastened Tile, Unsealed or 4 3.02D No. 30 Dastobase; ElartobaseP Sealed Underiayment 5 3.02E Self -Adhered Undedaymern Polystick MTs; Mrs Plus;TUP; TU Plus)TUMax; PolyflexSAPorsAPFR; Mule- Syrtem Hide SA-APP Cep sheet or SA-APP Cap sheet (FR); Dual Pro;Tile Pro N. 30/Self-Adhered Base Layer. ASTM DUB, Type 11; Mastobase; Mastobase P; Mule -Hide Nail Base 6 3.02E Underbymem Top layer. Polystick Mrs; MTS PIus;TUP; TU Plus; TU Max;POlynexSAP or SAP FR, Mule -Hide SA-APP Cep Sheet or SA-APP Up Sheet (FR); Dual Pro; rile Pro 1 3,02A Modified Cap Sheet Elastofiex S6 G or Elastoflex 56 G FR; Polyflex G or G FR Batten only 5yrtem Two: 2 3.025 No. 3D/ Modified Cap Sheet Base layer: ElasNbaze; ElaA baseP Top layer- nastoflex 56 G or Elastoflex S6 G FR; PolyflexG or FR Mechanically Faztened Tile, 4 3.02D Self -Adhered Undeflayment PolystickTU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Mule -Hide SA-APP Lap UMeriayment System Sheet ar SA-APP Cap Sheet (FR); Dual Pro; Tile Pro No. 30/Self-Adhered Base layer. ASTM D226, Type 11; Elastabase; Elastobase P; Mule -Hide Nail Base 5 3.02E Underlaymern Top layer. Polysd&WP; TU Plus; TU Max; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro; Tile Pro 1 3.02A Modified Cap Sheet DatoflexS6 G or PalynexG 2 3.028 No. 30/ Modified Cap Sheet Base Layer- Dastabase; El.xtobaseP System Four 'A': Top layer. Elactoflax S6 G or Polyflex G Adhesive-SetTde, 4 3.02D Self -Adhered Undedayment Polystick TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA. Unsealed orSeated APP Lap Sheet or SA-APP Cap Sheet (FR) Underlayment System Baselayer. ASTM D226, Type 11; Elartaz obe; naxt base P; Mule -Hide Nail Base 6 3.02E Na.= TU TOP Layer: PolystickTU P; TU Plus; Max; Polyflex SAP or SAP FR; Tile Pro; Underlaymr-Adhered rlaymerd MuIe-HIde SA-APP Cap Sheet or SA-APP Cap Sheet(m) 1 3.D2A N.30/ Modified rap Sheet Base layer. A5TM D226, Type 11; Elestobase; ElastobaseP Top Layer. Elastaflex S6 G or Polyflex G System Four 'B': PolyUpShlP;Tll Plus; TU SAP or SAP FR; Tile Pro; Mule -Hide SA, Adhesive-SetTile, 3 3.02C Self -Adhered Undedaymern Up APP Cep SheeYar SA-APP Gp Sheet(FR) Underlaymern System No.30/Self-Adhered No.W/ymarn Base layer: ASTM D224 Type 11; Elastsbase; Elastobase P; Mule -Hide Nail Base 4 3.02D Top layer. PolystickTU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Tile Pm; Mule -Hide SA-APP Up Sheet or SA-APP Cap Sheet (FR) Exterior Research and Design, U.C. . Evalu��akpp6��D��sssrrrrnrll gryp0E:6CRY Certificpte aJAuthoNzotion #9503 : Q TRINITY ERD 6. INSrALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris priorto application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. . 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be coveted with a layer of Polystick, Poly0ex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, ElastoflexS6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in file applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, Table 2 herein and Section 5.5.4 herein. 6.4 Polystick MTS, NITS Plus, IR-Xe, TU P, TU Plus, TU Max Polyflex SAP or SAP FR. Mule -Hide SA-APP Cap Sheet or SA- APP Cap Sheet (FRI, Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. - _ The head lap membrane is to cover the area being back -nailed 6.4.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Yew of Dvelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Exterior Research and Design, LLG Certificate ofAuthorhadon #9503 EvaFhpjrl e EF �nj Ilfliiii ��Rellllvis��ion 14: 07/01/2�0(14 Page 9 of 11 `.r TRINITY i ERD i 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be Installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to,a large roller or broom. 6.4.3 For tile applications (not ollowedfor Polystick IRXe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, Table 2 herein and Section 5.5.4 herein, using the instructions noted above as a guideline.. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.4.3.3 For nail -on tile systems over Polystick MTS Plus: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading%staging of flat tile at slopes in excess of 5:12. 6.4.4 Two (2) Ply Underlayment Systems: 6.4.4.1 Polystick MTS or MTS Plus followed by Polystick MTS, TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.4.4.2 Polystick MTS Plus followed by Polystick TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex S6 G or S5 G FR shall be fully asphalt -applied to the substrates noted in Section S.S. Side laps shall be minimum 3-i6ch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feetfrom course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately - 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section S.S. Side laps shall be minimum 3- inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8-05 must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading /staging of the tile. 6.7.4 For nail -on tile systems over Polystick MTS Plus: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. R Exterior Research and Design, LLG Evaluation Report P32060.02 09-R14 Certfitate o)AuthodroVon 49503 FL5259-1119 Revision 14:07/01/2014 Page 10 of 11 7. 8. 9. TRINITY I ERD 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty- eight (48) hours. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 OA requirements. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report P12060.02.09-1134 firoficate ofAathorftaNan 09503 FL5259-R19 Revision 14:07/01/2014 Page 11 of 11 Florida Building Code Online `' } Page 1 of 3 Flcdda Departfrait4 Busines/l�l Professi al Regulation W &,..... r ECIS Home I We In I User RegistaUan Hot Topla I Submit Surcharge I Stats&Facts I Publications I Flic staff i SCIS site Map I Unk I Search {t(R Gal$) Product Approval VU USER: Public User Produd Anpmyal Menu > Product or Aopliation Search > Application List > Appiketion oaten FL # FL10490-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 171 Product Manufacturer Sunlast Metal Address/Phone/Email 2120 SW Poma Drive Palm City, FL 34990 (772) 223-4055 tkapron@suniastmetal.com Authorized Signature James Buckner Jimmy@cbuckinc.net Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email �" gY 1ED ,t 1„ BN( unty Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ C-Buck, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE Rl Validation Checklist - Hardcopy Received Certificate of Independence F1 10490 R3 COI Cer[Oflndeo.odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897-98 2004 UL 580 with 1998 Revisions 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Enginee r or Architect FL10490 R3 Enuiv Test Standard EUUIV oQ qNN Sections from the Code 'p https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z... 3/6/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/19/2012 04/21/2012 05/01/2012 06/11/2012 Mumma or rrocu ccs FL# Model, Number or Name Description 10490.1 1 - "PBR" Roof Panel - 26 Gauge Steel, 36" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL10490 R3 II 1 PBR WoodDeck EVALREPORT odf Verified By: James L. Buckner, P.E P.E. *31242 Created by Independent Third Party: Yes Design Pressure: +N/A/-76.75 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's Evaluation Reports FI 10490 R3 AE 1 PBR WoodDeck EVALREPORT odf Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.2 2 - "1 in. Nailstnp" Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-306.25 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's Installation Instructions FL10490 R3 11 2 Na'Istrip WoodDeck EVALREPORT ndF Verified By: James L. Buckner, P.E P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FLLIQ490 R3 AE 2 Na'Ist iv WoodDeck EVALREPORT odf Created by Independent Third Parry: Yes Installation instructions as a supplemental guide for attachment. 10490.3 3 - "1-3/4 In. Snap Lock" (Steel) Roof Panel - 24 Gauge Steel, 18" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL10490 R3 II 3 1 75SnapLock WoodDeck EVALREPORT odf Verified By: James L. Buckner, P.E P.E. #31242 Created by Independent Third Party: Yes Design Pressure: +N/A/-156.75 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's Evaluation Reports R 10490 R3 AE 3 i 75SnaoLock WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.4 4 - "1-3/4 in. SnapLock" (Aluminum) Roof Panel - 0.032 Aluminum, 14" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-114.25 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's Installation Instructions FL70490 R3 II4 1 75Snaolock Alum WoodDeck EVALREPORT ndf Verified By: James L. Buckner, P.E P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL10490 R3 AE 4 1.75SnapLock Alum WoodDeck EVALREPORT.gdf Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.5 5 - "copper clad stainless" Roof Panel - 0.016" Copper -Clad Stainless Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-76.75 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's Installation Instructions FL10490 R3 II 5 C000erClaciSta'nless WoodDeck EVALREPORT odf Verified By: James L. Buckner, P.E P.E. #31242 Created by. Independent Third Party: Yes Evaluation Reports FL10490 R3 AE 5 C000e CladSta'nless WoodDeck EVALREPORT pdf Created by Independent Third Party: Yes installation Instructions as a supplemental guide for attachment. 10490.6 6 - "5-V Crimp" Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL10490 R3 11 WoodDeck - OR f Verified By: lames L. Buckner, P.E 24 Created by Independent Third Party' _ https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z... 3/6/2015 Florida Building Code Online '11, Page 3 of 3 Design Pressure: +N/A/- Re ' I Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 6 SV WoodDeck EVAI.REPORT.Ddf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.7 7 - "Solar V" I Roof I Deck Panel - 26 Gauge Steel, 17-1/2" Width, Attached to Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 7 SolarV Wo dDeck EVALREPORT. df Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-106.50 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 7 SolarV Wood Deck EVALREPORT.Ddf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes Installation Instructions as a supplem ental guide for attachment. -cal Next Coma .95:: 1940 North Mamma strain. Tallahassee R32399 Phors- 850-487-1824 The State of Flodda Is an AA/� employer. Covvriaht 2007-2013 State of Marcia, :: Pdvscv Statement :: Accessibility Sutan:= :: Refund Statement Under Borida law, email addresses are public mounds. If you do not want your e-mail address released in response re a public -records request, do not send electronic mail to this entity. Instead, mntect the office by phone or by traditional mail. If you have any questans, please contact 850.487.1395. `Pursuant to Section 455.275(3), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public remn1. 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 bPte.. Product Approval Accepts: 05 No £ -- CE SYCYTitti.NfiYNILC https://www.floridabuilding.orglprlpr_app_dtl.aspx?paratn=wGEVXQwtDqudsDrIH6I48z... 3/6/2015 CBUCK Engln�Prinq 52pe=c1alty Structural EnginPerinq CBUCK, Inc. Certificate of Authorization ti8064 Evaluation Report "1-31/4" Snap -Lock" Metal Roof Assembly Manufacturer: Sunlast Metal, Inc. 2120 SW Poma Drive Palm City, FL 34990 (772)223-4055 for Florida Product Approval # FL 10490.3 R3 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "1-3/4" Snap -Lock" Roof Panel Material: Steel Panel Thickness: 24 gauge Panel Width: 18" Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer#31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 11-190-1.75SL-S4W-ER Date:2/6/12 Contents: Evaluation Report Pages 1-8 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 10490.3-R3 \ p q Date: 2 / 6 / 12 RepoCLUCK EngineerinPage rt No.: 2tof 3 vsst-saw-ea Speelalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: I Sunlast Metal, Inc. Product Name: "1-3/4" Snap -Lock" Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System "1-3/4" Snap -Lock' Description: 24 gauge Steel roof panel mechanically attached to Plywood Deck with panel Clips and screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Panel Clips 3. Fasteners 4. Underlayment 5. Insulation (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1:-114.25 PSF (Referto "Table A" attachment details herein) METHOD 2:-156.75 PSF FL #: FL 10490.3-113 \/ Date: 2 / 6 / 12 CBVCK EngineeringRepoPagertNo.:3tof31755L-saw-ea Speelalty Structural Engllm =ring CBUCK, Ina Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04 -Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 9N-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 9N-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). I� FL #: FL 10490.3-R3 Date: 2/6/12 CBUCK Engineering Pagert No.: 4 of 3 vsst-saw-ea Specialty Structural Enginserinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials (by Manufacturer): Components/Materials (by Others): Roof Panel: "1-3/4" Snap -Lock" Material: Steel Thickness: 24 gauge (min.) Panel Width: 18" (max.) Coverage Rib Height: 1-3/4" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Roof Panel Clips: Type: One-piece, fixed clip Material: Galvanized Steel Thickness: 24 gauge Yield Strength: 40 ksi min. Dimensions: 2.080" (wide) x 3.500" (long) x 1.875" (high) Corrosion Resistance: Per FBC Section 1506.7 Fastener: Type: Pancake -Head Wood Screw Size : #10 x 1-1/2" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASM E B18.6.4 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft3) min. 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". i � • , k i:'�t c FL #: FL 10490.3-113 Date: 2/6/12 C®UCK Engineering Page v Report No.: 5 of 3 6st-s4w-ea SpeclaltLj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-8 of this report.) ■ Clip spacing: Refer to Table "A" Below (along the row, across the panel profile) • Rib Interlock: Snaplock (Panel ribs shall be fully engaged to form an integral snap -lock) • Minimum fastener penetration thru bottom of support, 3/16". • For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD 1: METHOD 2: Design Pressure: -114.25 PSF -156.75 PSF Clip Spacing: 16" 8" # Fasteners per Clip: 2 2 Install the "1-3/4" Snap -Lock" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report.. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 125-03 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0412-0305-07; Test Date: 8 / 7 / 07 2, Quality Assurance CONCEALED FASTENERS OR ATTACHMEN' By Keystone Certifications, Inc. (QUA ID:1824) Sunlast Metal & Solar, Inc. Licensee # 385 ARE THE RESPONSIBILITY OF THE 3. Equivalency of Test Standard Certification OONTRACTOR Of RECORD By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization #ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 10490.3-R3 \Date: 2/6/12 CBUCK EngInPPrinq Page No.: 61of 3 175sL-s4w-ea Spc=clalFLj Structural Enginoorinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "1-31/4" Snap -Lock" (24 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 18A" Coverage "1-3/4" Snap -Lock' Panel Typical Panel Profile View WAD FASTENERS OR AllamEm mm9�6TOA 9F R�69RD E CD 7 t� Typical Panel Clip Profile I FL #: FL 10490.3-R3 \ Date: 2/6/12 Report No.: f-vssL-saw-eRC®UCK Enginserinq o3 SpeetaltLj Structural Engtneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "1-3J4" Snap -Lock" (24 Gauge) Roof Panel Attached to Wood Deck lf: =11 ►11M aip: 2 Fasteners per dip W - �.i EO.skew I!Ctii CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Typical Assembly Profile View Typical Fastening Pattern Across Row FL #: FL 10490.3-R3 Date: 2 / 6 / 12 CBUCK Engineering Report No.: 81-190-1755L-s4w-ER Page 8 of 3 Speclalty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "1-31/4" Snap -Lock" (24 Gauge) Roof Panel Attached to Wood Deck Fasteners: aNn a,�� -Vibod plank CONCEALED FASTENERS OR ATTACHMENTS Typical Assembly Isometric View ARE THE RE8RONSI ivey OF THE CONTRACTOR OF RECORD TABLE "A" METHOD 1: METHOD 2: Design Pressure: -114.25 PSF -156.75 PSF Clip Spacing: 16" 8" # Fasteners per Clip: 2 2 Forensic Engineering Consultants, Inc. METAL PANEL ATTACHMENT CALCULATIONS Project Name Keller Williams PGA Sales Center Report No.: ACI-MP-15.001 Project Address 9700 Reserve Boulevard Port St. Lucie, FL - 34986 Deck Substrate Wood Non -Insulated Mean Roof Height 24.0 Feet Configuration Steep Slope Roof Area (Approx.) 11648 Sq.Ft. Category II Roof Width 65.0 Feet Exposure Condition C Perimeter Width 6.5 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 170 mph Sloped Roof Type Slope V 6.0 Slope H 12.0 Slope Angle° 26.57 Slope V 10.0 Slope H 12.0 Slope Angle° 39.81 Uplift Pressures qz = 0.00256 K� Ka Kd V2 P = q. (GCP - GCP) q: K. Kt Kd V GCP GCPI 59.230 0.937 1.005 0.85 170 -1.00 0.18 Field -1.70 0.18 Perimeter -2.60 0.18 Corner Field P1 Uh. -69.89 psf P1 asd -41.94 psf Perimeter P2 Uh. -111.35 psf P2asd -66.81 psf Corner P3 uIL -164.66 psf P3asd -98.80 psf Proposed System Sunlast Metal, Inc. 1-3/4" Snap -Lock Metal Panel Product Approval No. FL 10490.3-R3 Panel Width 18 inches System Design Pressure-114.25 psf (Field)-156.75 psf (Perimeter/Corner) Fasteners #10 x 1-1/2" Pancake Head Screws 2 Fasteners per Clip Max. Clip Spacing per NOA 16 inch (Field) 8 inches (Perimeter) # Rows 1 Clip Withdrawal Resistance-228.50 Ibf (Field)-156.75 Ibf (Perimeter/Corner) Min. Characteristic Resistance Force-228.50 Ibf (Field)-156.75 Ibf (Perimeter/Corner) Fastener Spacing f(MCRF/P;) x 144)/(Panel Width/No. of Rows of Fasteners) Field Fastener Spacing 43.59 inches Perimeter Fastener Spacing 27.36 inches Corner Fastener Spacing 18.50 inches RECOMMENDED FASTENER SPACING Field 16" o.c. Perimeter 16" o.c. Corner 16" o.c. These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Folic Engineering Consultants, Inc. R. N. SaiIappan, P.E. Principal Engineer Florida Registration No. 46696' Forensic Engineering Consultants, Inc. (CA #8265). P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830