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HomeMy WebLinkAboutproduct approvalsdb"-- Product Approve! (> USER: Public User Pr.d, dugc Approval Menu n Product or Application Search > Applieakian List Search Criteria �.,� Refine Search Code Version 2017 FL# 11651 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use M HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Cna rr6 1}c�cut+c .. Annli�a}inns FL* Type Manufacturer I " tidatie By Status--' I FL11651-R3 Revision Gulf Coast Supply & Manufacturing, LLC. Locke Bowden P.E. Approved History Category. Roofing (334) 300-1800 Subcategory: Metal Roofing nyv�wcv .y v.r,. npp­a uy ---I ue reweweu anu iaur3eu oy u I—— anulur uie tommissson IT necessary. Contact Us :: M1 81air Stone Road, Tallahassee FL 32369 Phone: 8517-487-1824 The State of Florida is an AA/EEO employer. Copyright 2U07-2013 State of Florida.:: Priv cy Statement Accessibility statement :: Rend Statement Under Florida Faw, emai€ addresses are public records. if you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.467.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October I, 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 official communlcaUun with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. 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Product Approval Accepts: ® iCtcN Credit Card Safe https:llfloridabuilding.orglprlpr app_lst.aspx 111 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 25 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.12 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: hoofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 *' %o k l l l f t j" Engineer Evaluator: Dare Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Lucke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL# 11651.12 R3 0 OCTOBER 5, 2017 •* N1EL S• oEty y `sic- • �' NO. 75519 - p'• STATE OF - T O FAIL tEt e ZO./0 5/202 j Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523,6.5.2.4, Product Description: 5V Crimp Roof Panel, 26 Ga, Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum15A2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga, Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" with sealing washing through panel rib. 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O,C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Design Uplift Pressures: ETableAum Total UplifDe5ign'Pre55Lfre .108.5 p--f � �E 75f 1er Pattern Panel RibPoi ei Rier Pattern Spar_irig. 12' Q;C. 5.C. Design Pressure includes a Safety Factor = Z.D.a._ FL# 11651.12 R3 - OCTOBER 5, 2017 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3_ Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06 - Test for Uplift Resistance of Roof Assemblies ° UL 1897-12 - Uplift Test for Roof Covering Systems. • TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117. Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST 1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 8) ASTM B 117 by PRI Asphalt Technologies dated 01119/2004 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. 3. ASTM G 155 is equivalent to ASTM G26 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL# 11651.12 R3 - OCTOBER 5, 2017 i Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NDA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. FLA 11651.12 R3 6 OCTORFR ENGINEER LOAD TABLE: 26 Ga. SVCrirrlp Roof Panel over 15/32" Plywood Buildings having a Roar MeanHeight = 2 .,; Roof slo 2. t1 j 'fi ".Gable or Hip 1r11incI.S. 1 aornph,. ExpOsure C, Risk Ca'Legory li., Enclosc-d Builciirlcl based on Flnrlcla Building Code 2017. wIIND FASTENER 12030 14.0 150 160 170 'ISO (MIN.1/4' SUBSTRATE SPEED Penetration) (MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x7.5" Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 ZONE 2 p 9- a�! €.5" B-Irrwood 1� TypE.1 12-:TYPE 1 TyPE 1 12" TYFE 1 12" TYPE 1 ZONE 3 #9-15x1.5" I'lyvuood � 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 ' 1.) IrANEL.DES(RIPTI0N., 511 CRIMP Eu11K 76 GA. GRADE SCi, 24% CG`VERA(H, J' rL;LL: Z.) PANEFASTENER* #9-75X1.S" 1-IWH VVITH SEAlJWG'sh!ASHER VV/ M€N.'1 PENFTRAEIo,iI. 31) MAXIMUM ALLOWABLE PANEL UPLIFT P ESSURE 103.5 PSF@ 12".O.C. FASTENER SPACING TYPE 1 FASTENER FAFTERN, i 56,5 PSF @ 6" O.C. FASTENER SP,4ONG TYPE 2 FASTEi\Tl BGSFp ON, TAS 125, ltL 580f JL 1897 CL5TiI1G. 4.).PLYWOOD DECKING: THICK PL" V1100ID 1IMUS-I B'E DESIGNED IN ACCORD,4,ICE'NITI-i FLCRIDA RIJILc*,! CoDE 2617- 5J ROOF SLOPE: ON FOOF SLOPES LESS THAN 2: 12, LAI' SEALANT €AUST. BE USED IN PANEL SIDE LAFS. i 6.) LOAD TABLE BASED ON VMND PRESSURES CALCULATED PER AS€ E 7-10 (:D = 0.8S.) UiCJFULIED BY 0.6 PER FLORIDA iDA BUILDING i CODE 2017. ZONE 2 HIP ROOF a. ZONE3- j Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be r less than either 4% of the minimum width of the building or 3 feet. RIDGE #9-15 x 1-1 /2" HWH w/Sealing Washer r r� ZONE? \\ •\ I 1211 �]1 2fI I '— ZONE EAVE At Panel La —� /f` GABLE ROOF r p _ to —RIDGE '- - -- ----- --- _ _fa a �t ZONE 1 1 1 4 ZONE 3 EAVE i'L# 11651,12 R3 * OCTOBER 5, 2017 U27i2020 Florida Building Code Onfine v, At, ..._ f1,:.�..as� txrw��,_ r_�C c��� �.� �?�-•i�*g'�tz���i�� ;�a$�,`�_��w ` avr^ r_ a;' '�„ ,e, 6CI5 Home tag In Dyer RegistsaHun , Hot Topics '' $tdt5 e &faSubmit Surchar - TM* .- UM, 9 pacts publlcatrons Contact Us f acts site Map Links i Search Prodact Approval: 4USER: public User kt 1` N lfif Product Ao_provaf Menu n Proclu_ rr R pppliratEpn 5 arch � ss,POO!i� a Application Detail FL # Application Type Code Version App(icatfon Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method rL5259-R29 Revision 2017 y 5 Approved M-1 POLYGLASS USA 1111 W. }Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext242 MaIpert(Dpolyglass. com Maury Alpert ma€pert@polyglass. corn TECH REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com QA REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410-1375 uspDlyglasstechnical@polyglass.com Roofing Underlayrnents EV13)UatlDn Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License Quality Assurance Entity PE-59166 Quality Assurance Contract Expiration Date Ll_C 10 Validated By /21/2022 3ehn W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardcopy Received FL5259 R29 COT 2D 9 D1 Ct]I NIE TNEfd.pdf Standard ASTM D1970 )Lear ASTM D226 201S ASTM D4798 2009 ASTM D6153 2011 ASTM D6164 2008 ASTM D6222 2011 ASTM D6509 2011 2009 112 Equivalence of Product Standards Certified By Sections From the Code Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved FL # { "odel, Number or Name 5259.1 Polygldss Roof — — Underlayments Limits of Use Approved for use in KI/HZ: No Approved for use outside liVFIZ: 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 (over concrete deck) for use under foam -on tile systems (where the nderlayment forms.part of the foad-path). Refer to ER Section S.6.1 For other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Florida Building Code Onfine FM 4474 FRSA/TRI April 2012 UL 1897 Method 1 Caption D 10/15/2019 10/16/2019 10/20/2019 12/10/2019 Description Roofing underlayrnents 2011 2012 2012 Instaliation Instructions FL5259 R24 II 2019 10 FINALE POLYG UNDE LAY ENS FL 2S - E29•pdf VerfFied By: Robert Nieminen PE-59166 Created by Independent Third Party_ yes Evaluation Reports FL5259 R29 AE 2019 IQ FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R29 Created by Independent Third Party: Yes Contact Is :_ _501 Hiair Stone Road, Tallahass^ ee FL 323� 4 Ph ne: B5{}-q _ The State of Florida is an AJVEEo em la pr p Y �;:4RY.+,,-"9 Under Florida law, email addresses are puhiie recpnls. if you do not want your a -mall address rel ased in espons �o� �ty S atc mail to Sta enesty, Instead, ror,tud the eo-�-t Florida Statutes, prlpctive October 1, Iilcc by phone or by trtd4tlonal mail. If you have an vuhif=-recorder re provided may tre u 2£1a2, Ilcensens licensed unper Chapter 455, F. rauy-tY questions, please cnntact 850AE37.2395. if ur,uant to qljesll du not soul A55,27${�1J, Y used for official communicatfon with the licensee. However email addresses are public record If You do not wish to supply provide the Department with en email address which can be made available tv the public. Tp determinProvida e if cor are a hcedo R der Chapter a erso please click hereve one. The ll� youPe y a personal address, please Product Approval Accepts. sra.' 11Z'F M E Credit safe ��ecuri��yntLTiti�S =; htips:"floridabuilding_org/pr/pr app_dtl.aspx?param--mGEVXQwtDgvbSgAaZp3Crkl-vS%2fegOlipmaCfgJXCANGg3CNQhK3l7Sg%3d%3d M NEm® I etc, Product Category: l;oofing Sub -Category; Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated Compliance following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the f0(fpwin Compliance is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein, p ce with the g Standards, STANDARDS: Sectlan 1504.9.1 1SO4.3.1 1507.2.3 J 1507.1.1 1507,2.4 / 1507.1.1, 1507.2.9.2 1507.3,3 1507.11.2 1507,11.2 1507.11.2 1507,11.2 TAS 110 . REFERENCES: En- tits -- urination ERD (TST6o49) Wind Uplift ERD (TST 6049) Wind Uplift ERD (TST 6049) Wind Uplift ERD (TST 6049) ASTM D1970 ERD(TST6049) Wind Uplift ERD (TST 6049) Wind Uplift ERD {TST 6049) Tensile Adhesion ERD (TST 6049) Wind Uplift ERD (TST 6049) ASTM 04977 ERD (TST 6049) A5TM 01970 ERD (TST6049) TAS 103 ERD (TST 6049) Tensile Adhesion ERp (T5T 6049) ASTM D1910 ERD (TST 6D49) TA5103 ERp (TST 6049) Tensile Adhesf,,, ERD (TST 6049) Tensile Adhesion ERD (TST 6049) Wind Uplift ERD (TST 6049) ASTM D1970 ERD (TST 6049) Wind Uplift ERD (TST 6049) Wind Uplift ERD (TST 6049) ASTM D6164 ERD (TST 60491 ASTM D6509 ERD (TST6o49) Wind Uplift ERD (TST 6049) ASTM D4601 ERD (TST 6049) Wind Uplift ERD (TST 6049) Wind Uplift ERD(TST6049) 30/90physlcals ERD (TST 6049) Tensile adhesion ERD (TST 6049) Tensile adhesion ERD (TST 6049) Tensile adhesion ERD (T5T 6049) ASTM D1970/04798 NEMO ETC, LLC. Certifrcnte Of Authoriaotian #32455 Pra e Wind Uplift Wind Uphft Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Standard FM 4474 UL 1897 ASTM D226 ASTM D1970 FRSA/TRI April 2012 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 ASTM 04798 Reference Date 11757.08.01-1 Enti Exam__,�patien 08113/2001 ERD (T5T 6049) Tensile adhesion 11776.06.02 0I/16/2003 ERD IT5T6049) TAS 103 P1740.01.07 01/04/2007 ERD 5T P5110.04,07-1 (T 6049 ) Wind Uplift 04/11/2007 ERD (TST 6049} AST P9260.03.08 03/21/2008 M 0I970 ERD {TST fiQ49) Tensile adhesion P30540.11.09-R1 11/30/Z009 ERD (TST 6049) 7A5 103 P11030.11.09-1 1I/3p/2009 ERD(TST6049) ASTM p1970/Dg79g ( P11030.11.09-2 23/3012009 ERD (TST 6049 P11030,11.09.3 21/30/2009 ERD TST6049) Wind Uplift P33360.06.10 06/25/2010 ) TAS w3 (TST P30/90physicals33370.03,11 03/02J2011 £RD(T5T6049) TAS 103 P33370.04.11 04/26/2011 ERD(TST 6049) P37300.10.11 10/19/2011 TAS 103 P40390.08.12-1 EM (TST1867) Wind Uplift 0$/D6/2012 tCC-ES(EVL 239G P90390AR.12-2 08/Q7/2012 ) IBC ComPliancc C41420-09.12-3 MT (CER 1592) HVHZ Compiianre 09/11/2012 MT (T5T 2508) ASTM D4798 P39680.03.I3 03/04/2013 NEMO (TST 6049) ASTM D1970 P45370.04.13 04/2612013 NEMO(TST 6049 P3738.02.07-R2 04/29/2013 ) Wind Uplift I1757.04.01-1-R1 NEMD (T5T 6049) ASTM p6163 04/30/2023 NEMO (TST 6049) ASTM D6222 P37590.03-13-3A 0S/06/2013 NEMD TST 6049 P37S90.03.13-1-R1 06/26/2013 MEMO ( iTSTU049) TA5103 P41630.08.13 08/05/2013 ) TAS 103 NEMO (75T 6Q49} P45940.TAS 103 P117509.13 09/04/20I3 NEM0 (TST 6049) 'TAS 103 1.Q5.03-R1 11/26/2013 P11781.11.03-R1 PRI(T575878) TensileAdhellw 11/26/2013 PRI(TST 5878) TAS 103 P45270.05,14 05/12/2014 PRI (TST5878) TAS 103 6020,09-I4-5 09/a8/Z014 PRi(TST5878) TAS 103 6020.09.14_6 09108/2014 PR! (TST 5878 P46520.10.14 10/03/2014 p ) ASTM D6222 P43290.10.14 R1(TST 5878) ASTM 06164 10/1712014 Polyglass USA P/L Affidavit 6T° EDITION (2017) F8C NON-HVH7 EVALUATION Polyglass Roof Underlayments; (954) 283.1230 Year 2012 2012 2009 2015 2012 2008 2011 2011 2009 2011 Refe�ence P40390,04.15 P44360.10.14-111 PLYG-SCS905.05.16-1 PLYG-S C1013i).06.16-1 PLYG-SC10130.06.16-2 PLYG SC10130,06.16-3 PLYG-SCg080.07,16 PLYG-SC12025.10.16 PLYG-SC13040.12.16 PLYG-SC11900.03.17 PLYG-SQ2115.o8j7 PLYG-SC13035.08.17 3004091 [SR-1697 NDA 17-0614.22 1XZQH7A 4-PLYG-18-004.03.18 4 L-PLYG-I8-OD3.01.19 4S-PLYG-1 S-002.01.19-A 4S-PLYG-18-002.05.19-C 4S-PLYG-18-004.10.19.G 4S-PLYG-18-004.10.19-) 4 S-PLYG-18-C 04-10.19- L 4i-PLYG-19-S5 U p L_01.A PR1011I1 PUSA-018-02-01 PUSA-035.02-01 PUSA-055-02.02 PUSA-061-02-02 PUSA-088-02-01 Mule -bide Crass Lit; Rate 04/03/2015 05/18/2015 05/17/2016 05/27/2016 06/27/2016 06/27/2016 07/16/2016 10/12/2016 12/27/2016 03/10/2017 08/08/2017 10/31/2017 01/12/2000 04/01/2019 07/O6/2017 04/01/2008 03/29/2018 02/11/2019 01/24/Z019 05/20/2019 10/08/2019 M/08/2019 10/09/2019 10/10/2019 04/08/2oo2 07/14/2003 09/29/2006 12/10/2007 01/28/2008 07/29/20D9 03/01/2008 Evaluation Report P12060,02,09-132S FL5259-R29 Revision 25; 10/14/2029 Page 2 of 16 En_ 1tv Exam_�natian ERD (T5T 6049) TAS 103 4. PRODUCr DESCRIPTION: Product Product stobase 74�4 stobase P staflex G fElastoflex S6 G 4.5 1 Efastoflex S6 G FR Refe__ r, ence Date PLYC-SC7590.03.15 03/24/2015 Polyglass USA UL(QUA9625) 4.6 f Mule -Hide SA-APP Cap ee t5h 4.7 1 Hydravuard Dual Pro 4.8 I HydraGuard T€fe Pro 4•9 Mule -Elide 5A-APP Cap 5heet (FR) 4.10 POlyflex G 4.11 1 Polyflex G FR 4.12 I Polyflex SA P 4.13 f Polyflex SA P FR 4.14 Pofyglass Base ' 4.15 1 Pofyglass G2 Base Sheet 4.16 Pofystick 1R-Xe 4.17 I Polystick MT5 Plus MEMO ETC, LLC_ Certrficore of Authodrzntran #32435 Specification ASTM D6163 ASTM D6164 M-D 13-004 FRSA/TRI April 2012 ASTM 06164 FRSA/TRI April 2012 ASTM D6164 FRSA/TRI April 2012 ASTM D6222 FRSA/TRI April 2012 ASTM D1970 ASTM D1970 TAS 103 FRSA/TRI April 2012 ASTM D6222 FRSA/TRI April 2012 ASTM D6222 FRSA/TRI April 2012 ASTM D6222 FRSA/TRI April 2012 ASTM D6222 FRSA/TRI April 2012 ASTM D6222 FRSA/TRI April 2012 ASTM D6_109 ASTM D4601 ASTM D1970 TAS 103 FRSA/TRI April 2012 tONEM0 I L-tcs Examination -- Reference Dale Materials Affidavit POIystickCompound 08 18 2011 Quality Control Serv;- Confirmation / / 09/13/zols Plants) I Description -------------- FL Fiberglass -reinforced, SBS modified bitumen base sheet FL Polyester -reinforced, SBS modified bitumen base sheet PA Polyester -reinforced, modified bitumen tile underlayment composed Of a sand -surfaced SBS modified bitumen back- side and granule -surfaced APP modified bitumen top -side FL Polyester -reinforced, SBS modified bitumen cap sheet FL Polyester -reinforced, SBS modified bitumen cap sheet FL Polyester -reinforced, APP modified bitumen cap sheet FL Nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane fiberglass reinforced, with a polyester fabric surface FL Nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a Polyester fabric surface FL Polyester -reinforced, APP modified bitumen cap sheet FL Polyester -reinforced, APP modified bitumen cap sleet for use as an alternate to Heat Applied "Cap Sheet" in the "Two Piy System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems FL Polyester -reinforced, APP modified bitumen cap sheet for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 f 04-12) beneath mechanically fastened tile root systems FL Polyester -reinforced, APP modified bitumen cap sheet FL Polyester -reinforced, APP modified bitumen cap sheet jTXNOMinai lass-reinforced, APP modified bitumen base sheet lass -reinforced, asphaltic base sheet nal 60-mil thick rubberized asphalt waterproofing rane, glass fiber reinforced, with an aggregate e al 60-mil thick rubberized asphalt waterproofing rane, glass fiber reinforced,surfaced with efinic film surface 6` EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Roof underlay,ents; (954) 233-1230 Evaluation Report P12060.02.09-R25 FL526v_R29 ReVlsian 2S: 10/14/2019 Page 3 of 16 4. PROi7UCf DEscRIPTEON: 14NEMO I etc, Product Specification Piant(s) 4.18 Polystick MU-X Description ASTM D1970 FL, NV, PA Nominal 54-mil thick dual -layer rubberized asphalt (See Section 5.8) waterproofing membrane, fiberglass reinforced, with a 4.19 Polystick TU Max polypropylene film surface ASTM D1970 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 membrane with a 190 g/m FRSA/TRI April 2012 z polyester fabric surface 4.20 Polystick TU P TAS 103 TX Nominal 130-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane, glass-fiber/polyester reinforced, with a 4.21 Polystit k TU Plus granularsurface ASTM d1970 FL, PA Nominal80-rail thick rubberized asphalt waterproofing TAS 103 membrane, glass fiber reinforced, with a polyester fabric FRSA/TRI April 2012 surface 5. LimiTA,`floNs: 5.1 This is a building code evaluation. Neither NEW letc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product, 5.4 Polygfass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 AIIOwahle Roo` f Covers: TABLE 1: ROOF COVER QPTIt7NS Uzderlayment Asphaltshing)es Nail -On Tile Foam -On The Wood Shakes Yes Metal Elastobase Yes Yes & shingles Slate [Base sheet In 2-ply system) {base Sheet In 2•ply system) Yes Yes Elastahase P Yes Yes Yes Yes 48aseShcot in2-plysystem} 4easeSheet in2-ply system) Yes yes Polyglass Base Yes yes No Yes 4BaseSheet in2-plysye(em) (Base Sheet in2-piysysteln) No Na Po[yglass G2 Base Yes N° No Yes ElastoflexGTU (6aseSheet in7.-plysystnm) 03ase511eetlR2-p#ysystemJ Na No N° Elastoflex 56 G Yes Yes yes (See 5.5.1) No I Elastoflex 56 G FR Yes Yes Yes (See 5.5.11 Yes Yes Yes Yes NO Yes Yes HydraGuard Dual Pro No Nn Yes Yes No Yes IiYdraGuard Tile Pro NO Yes Yes i Yes Yes Yes (See s_5.1J Yes Yes She e-Hide SA-APP Cap Yes Sheet Yes Yes Yes Yes (See 5.s,1) Mute-Ft1de5A-APP Cap No Yes Yes Sheet (FR) Yes Yes Yes (See s.5.1) P°lyflex G No Yes Yes Yes Yes Yes (See 5,s.1) Polyflex G FR yes No Yes P0lyfiex SAP Yes Yes N° Yes Yes No Yes Yes Yes Polyflex SA P FR Yes (See 5.5F.1) PN0 Yes Yes °lystick I€I-Xe Yes Yes (See 5.5.1) No ----�- Yes N° yes Yes NEMO ETC, LLC. Yes Yes Certificate ofAuthorizatron 932455 6t" EDITION (20171 FBC NON-HVHZ EVALUATION Evaluation Report 1`12060.02.09-1125 P°lyglass runt Under4aytnents; (954) 233-1230 FL5253-R29 Revision 25:10/1412019 Page 4of16 5.5. 5.6 TABLE 1: ROOF COVER OPTIONS Underloyment Polystick MTS Pius Asphalt Shingles Nail -On Tile Foam -On Tile Polystick MU-X Yes Yes Yes No PolystickTUMax } No No No Palystick TU P No Yes Yes (see 5.5.i) Polystick TU Plus Yes Yes Yes (See 5,5. — Yes Yes (See 5.5A) NNEMO I etc, Wood Shakes Metal & Shingles Yes Yes yes Yes Yes No No No Yes Yes "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations. Slate Yes Yes No No Ves TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' I lorida Product Adhesive Approva I DAP Foam Touch 'n Sea] StormBond Underlayments Roof Tile Adhesive FL14506 Polystick TU Max or Polystick TU Plus DowTile Bond'- FL22525 HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Pius ICP Adhesives Polyset� AH Elastoflex G TU, Elastaflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP -160 FL6332 Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick Ttf P or Polystick TU Pius 1CP Adhesives Palyset® RTA-1 Elastaflex S6 G, HydraGuard Tile Pro, Mute -Hide SA-APP Cap Sheet, Mule- FL6276 Hide SA-APP Cap Sheet (FR), Polyflex G, Pofyflex SA P, Polyflex SA P FR, Palystick TU Max, Polystick TU P or Polystick Allowable Substrates: TU Plus TABLE 2. SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates (designed to meet wind loads for project) Type Primer Material(s) HydraGuard Dual Pro, Deck / (Optionai} ASTM D41 Plywood, OSB, Southern Yellow Pine or Huber HydraGuard Tile Pro, sheathing Engineered Woods -ZIP System" Panels Polystick (all variations), ASTM D41 structural concrete Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-App seff- adhering Insulation (Optional)ASTM D41 ASTM C1289 Type II Class 1 Polyfsocyanurate, ASTM Cap Sheet (FR), PolyfWllex or W8-301JD C1289 Type V polyisocyanurate-composite, DensDeck 5A P or Polyflex SA P FR Prime orSECUROCK Gypsum -Fiber Roof Board Base Sheet NSA ASTM D226 felt, Elastobase, Elastobase P or Mule -Hide 'Vail Base E€astofilex G TU, Elastaflex Deck ASTM p41 structural concrete 56 G or Elastoflex S6 G FR Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK G hot asphalt ypsum-Fiber Roof Board Base ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide NaH Sheet NIA Base or POlyglass G2 Base Polyflex G or Polyflex G FR Deck ASTM D41 torch istructural concrete nsulation {Optional) ASTM D41 DensDeck Prime or SECUROCK applied Base Gypsum -Fiber Roof Board Sheet N/q Elastobase, Elastobase P, Mule -Hide Nail Base, Polygfass G2 Base or Polygfass Base Y Refer T aC, LLC. le Manufacturer s or�4dhesive Manufacturers NENip ETFlorida ProductApproval for overturning Moment Resistance Performance. certificate ofAuthorfration #32455 rH EDITION {2017} fBC NON-HVHZ EVALUATION Evaluation Report P12060,02,EVALUATION POIYglass Roof Underlayments; (954) 233-1230 FL52§9-i229 Revision 2S:10114/2019 Page 5 of 16 5.6.1 Wind Resistance for Underla ment 5 sterns in Foam-C)rl The A lications; tONEMOletc. The following Wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TR€ April 2012 (04-12) and are used in foam -on or mortar -set the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 160g for determination of design wind loads. #1 Maximum Design Pressure = -52.5 nsf, Deck: APA rated, 7/26 CAT, 0.418 in., Exposure 1, OS6 sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min_ 4-inch wide strips of Elastoflex SA-V over all OSB joints Base Ply; Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex 5A P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. W2 Maximum Desi n Pressure = -90 psi, Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P ar Polystick TU Plus, self -adhered. #3 Maximum DesiJan Pressure = -97,5 sf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer; PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, 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. #4 Maximum Qesi n Pressure = -105 sf: Deck- Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-300fl Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga, x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure = -135 psf.. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM 041 Base Ply: (Optional) Polystick MTS Plus, self -adhered. Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, POlystick TU Max, Polystick TU P or PolystickTU Plus, self -adhered, #6 Maximum Design Pressure=-315 sf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self -adhered, Underlayment: HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #7 Maximum De si n Pressure=-622.5 sf: Deck_ Structural concrete to meet project requirements to satisfaction of Authority HavinJurisdiction. Primer PG100 or ASTM D41 g Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied, NEMO ETC, LLC. Certificate of Authcrj,rj7tjGjI i132455 re 2017) FBC NON-tiVii2 EVALUATION Evaluation Report P12060.02.09-R25 5 EQi310S� ( Polygla5s Roof underlayments; (954) 223.12SP FL5259-R29 Revision 25:10/14/2015 Page 6 of 16 #8 Maximum Design Pressure��; EMO I etc. Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction, Base 5heet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch ox. at the 3-inch wide side laps and 6-inch o.c- at two (2) equally spaced staggered cc Base Ply: (Optional) Polystick MTS Plus, self -adhered. nter rows. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Elide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick Tit Plus, self -adhered. 149 Maximum Design Pressure =-37.5 p , Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Mail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal tap nails Spacing: 6-inch o_c. at the 3-inch wide side laps and 6-inch O.c, at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS Pius, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyfiex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #10 Maximum Design Pressure =-375 sf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D225, Type 11 felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c, at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #11 Maximum Design Pressure = -45 s -. Deck: Min. 19/37-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga, x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch ox. at the 2-inch wide side laps and 4-inch ox, at two (2) equally spaced staggered center rows. Base Ply: fOptional; for use with self -adhering underiayment only) Polystick MTS Pius, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyffex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt - Maximum Maximum Design Pressure =-45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTiVf D226, Type II felt Fasteners: 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 Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch O.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, POfyflex SA P FR, POlystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered or Elastoflex G TU or Elastoflex 5G 6, applied in full mopping of hot asphalt. #13 Maximum Design Pressure = -45 sf Deck: Base Sheet: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Efastobase (sanded top surface for hot -asphalt or torch -applied Fasteners: cap or poly -film surface for torch -applied cap) Simplex MAXX Cap Fasteners Spacing: Underlayment: 9-inch ox. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #14 Maximum Design pressure Deck: APA rated, 7/16 CAT, 0,418 in., Exposure 1, OS8 sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet. Fasteners Elastobase or Mule -Hide Nail Base (poly -film top surface) 12 ga. annular ring shank nails with 1-5/8" Spacing: Base Ply: diameter tin caps 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c, at four (4) equally spaced staggered center rows. (Optlonal) Polystick MTS Plus, self-adhered- Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet f FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. NEMO ETC,LLC. CertificoteofAuthorizaton #32455 6" EDITION (2017) FBC NON-NUHZ EVALUATION Evaluation Report P12060.02.09-1325 Polyglass Roof Underlayments; (954) 233-1230 FI 5259-RZ9 Revision 25:10/14/2019 Page 7 of 16 #15 #16 #17 #18 #19 #20 #21 Maximum Design Pressure=-45.f1 . t#Nwoletc. Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase {sand top surface) Fasteners: 12 ga. annular ring shank nails with 1-5/8" diametertin caps Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. MIXiM Im Design Pressure = _A1% n sf: Deck., APA rated, 7/16 CAT, 0.418 in., Exposure 1, O5B sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: 12 ga_ annular ringshank nails with 1-5/8" diametertin caps Spacing: 6-inch O.C. at the 3-inch wide side laps and 6-inch o.c, at four (4) equally spaced staggered center rows. Underlayment: Polyflex 6, torch -applied_ Maximum Design Pressure--5Z.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch-appiied. Maximum Design Pressu�g , Deck. Min, 15/32-inch Plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nag Base (pajy-film top surface) Fasteners: Simplex Original Cap Nails Spacing; 6-inch o.c, at the 3-inch wide side laps and 6-inch o.c. at four (41 equally spaced staggered center rows. Base Ply. (Optional) Polystick MT5 Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Bide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex 5A P FR, Polystick TO Max, Polystick TU P or Polystick TIJ Plus, self -adhered. Maximum Desi n Pressure = -52.5 sf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c_ at four (4) equally spaced staggered center rows. Underlayment; Elastoflex 6 TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -6fl sf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt Or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 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 Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Des, i n Pressure=-6© 5f: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap) Fasteners: QMG#12 Standard Roofgrip with QMG Flat Bottom Metal Plates Spacing; 12-inch o.c. at the 4-inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TO or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. NEMD ETC, lLC. Certificate afAwhorization #32455 6m EDITlON 12017) FBC NON-HVHZ EVALUATION Polyglass Roof underlayments; (954) 223-1230 Evaluation Report P12060.02.09-R25 FL5259-R29 Revision 25:10/14/2019 Page a of 1G 422 Maximum Desi n Pressure=-6U,O sf: Deck: APA rated, 7/16 CAT, 0.418 in.. #23 #24- Base Sheet: Fasteners: Spacing: Primer: Base Pfy: Underlayment: DEMO ! etc. Exposure 1, O5B sheathing to meet project requirements to satisfaction of Authority Having Efastobase or Mule -Hide Nail Base (paly-film top surface) Simplex MAXX cap Fasteners 8-inch a.c. at the 3-inch wide side laps and a -inch o.c, at three (3) equally spaced staggered center rows. PG100 orASTM D41 primer applied to stress plates. (Dptional) Po€ystick MTS Plus, self -adhered. Mute -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyfiex SA P, Polyflex SA P FR, Polystick TU Max, Poly stick TU P ar Polystick TU Plus, self -adhered. Maximum Design Pressure — 60,0 psf: Deck: APA rated, 7/16 CAT OA418 in., Exposure 1, 056 sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Flastobase (sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G applied in full m Jurisdiction. Maximum_DesiPn Pressure - _60 nsf: opp'ng of not asphalt. Deck: APA rated, . CAT O,418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Jurisdiction. Having Base Sheet: Elastobase P or olyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch O.C. at the 3-inch wide side laps and 8-inch o,c, at three (3) equally spaced staggered center rows. Underlayment: Polyflex G, torch -applied. #25 Maximam Design Pressure=-67,g u : Deck.: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: POlyglass G2 Base or Pofyglass Base (requires use of torch -applied underlayrnent) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-S/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch O.C. at four (4) equally spaced staggered center rows. Underlayment; Elastoflex G TU or Elastoflex Sfi G, applied in full #26 Maximum Designmapping Of hot asphalt or torch -applied or Polyflex G, torch -applied. Pressure =-67.5 sf: Deck: APA rated, 29/32 CAT 0.578 in., Exposure 1, OSB sheathingto meet project requirements to satisfaction of Authority Having Jurisdiction - Base Sheet: Elastobase or Mufe-Hide Nail Base (poly-FIIM top surface) Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c. at the 4-inch wide side laps and 12 Primer. { -inch a.c, at two 2 e (Dptional) PG100 or ASTM D41 primer applied to stress plates. ) quaky spaced staggered center rows. Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #27 Maximum Desi n Press ure — 67.5 psf: Deck; APA rated, 19/32 Cq , 0.578 in., Exposure 1, OSBsheathingto meet project requirementsto satisfaction of Authority Having Jurisdiction - Base Sheet: Efastobase (sand top surface) Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. N61VIo ETC, LLC. Cerr 'cote afAutharizatfon #32455 6R` EDITION (20 7) FBC NON HVNZ EVALUATION Evaluation Report P12060.02.09-1125 PVIV91ass Roaf underlayments; (gs4) 2a3-1230 FI.5259-R29 Revision 25:10/14/2019 Page9of16