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HomeMy WebLinkAboutEngineering EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA.SV-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION(2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING. t Prepared For: Metal Sales.Manufacturing Corporation 545 South 3ra Street,Suite 200 Louisville,KY 40202 Telephone: (502)855-4300 Fax: (502) 855=4290 Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 �� 1216 N Tulsa, Og.Ave.,Suite C VEVOIEWWEIE) FOR Tulsa,OK 74.106 CODE �® ���� � Telephone: (018)492-5992 E FAX: (918)493-3568 ST. LUCIE COU �- Y BOCC lft_e2o�b This report consists of Evaluation Report,(3 Pages-including cover) installation DetaUs (1 Page) SpCKAL� -#�s, Load Span Table(1 Page) oo•�P�P�' G E N SF�''y �,00 .. No 62240 4 � rc �FS' Report No. C2182-4 STA rE OF .1V ,ri• Date: 9.9.17 ''`• O Ft10 e, FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24"wide coverage with(5) 1/2"high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel(ASTM A792) or painted steel(ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. 3/a" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: 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. The design pressure for reduced fastener spacing may be . FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505, and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01,Reporting Date 9/20/13 PANEL OVERLAP anr: wr[: SV-CRIMP FASTENER AT PANEL FLAT SEE DETAIL 2 SEE DETAIL 1 REQUIRED FOR PANEL a -,,,,,,-SEE � ENDS ONLY. II II /r II F v AL u MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT LOAD TABLE 8d x 2.5" LONG RING SHANK NAIL a UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION OR j x 2" LONG WOOD SCREWS GUIDELINES SPACED 06" O.C. IN THE FIELD p & AT EDGES g MIN. 2X- WOOD RAFTER/JOIST/ a TRUSS AT MAX. 24" O.C. o o TYPICAL PANEL INSTALLATION X-SECTION " " U' Wry Z HO o _ M7 b9-16 OR #10-14 WOODSCREWS -cnYe WITH SELF SEALING WASHER AT aEn MAXIMUM SPACING OF 36" O.C. M J,n n N 00 5V-CRIMP 00 No MIN 26 GA. 6 � 10 Ln GENERAL NOTES: G� a 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a = m UNDERLAYMENT FLORIDA BUILDING CODE (FBC), a a Bom DETAIL � OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING PLYWOOD 15/32' THICK (MIN.) WIDTH OF PANEL = 24". r ^ 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. > Z � 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS IS #9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS o m WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. �£wn MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM ; REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. SV-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT I OSB 7/16" THICK (MIN.) OR 2182-4 DETAIL 2 PLYWOOD 15/32" THICK (MIN.) SHEET N0. 1 OF 1 METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min.26 ga.) Description Fastener Spacing Allowable Uplift along panel length Load (in)- _ (. sfl Coverage width: 24" 6 172.5 9 120.0 12 90,0 Panel Fasteners 15 72.0 #9-16 or#1044 hex head 18 60.0 wood screws with sealed 21 51.4. washer 24 45:0 27 40.0 .30 36.0 33 32.7 36 30.0 Notes: 1.. The:bold numbers indicate design loads calculated.from test data with safety,factor of 2. 2. Panels must be installed;as per Evaluation Report FL 14645A and Metal Sales current installation procedure. 3. Three or more spans condition. ��dfQ111I[]�� g0•CKq �Jeieee b No 62240 e� STATE OF ' 1216 N:Lansing Ave.,Suite C �,S� L �� Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 492 5992 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY .O. Polyglass USA,Inc. Evaluation Report P12060.02.09-R25 1111 West Newport Center Drive FL5259-R29 Deerfield Beach, FL,33442 Date of Issuance:02/24/2009 (954)233-1230, Revision 25:10/14/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described he have been evaluated for compliance with the 6 h Edition(2017)Florida Building Code 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. 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 16. Prepared by: Robert J.M.Nieminen P.E. Florida Registration No.59166,Florida DCA ANE1983 `'{�•'�;,r«» The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 10/14/2019.This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1, NEMO Ietc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO Ietc. 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. Mpg �i, �EVIE ED FOR ©2019 NEMO ETC,LLC CODE C OMPLOANCE ST. LUCOE COUNTY HOCC .. ,},. _ ._ ..,,,...v�, ., _ _ •,• ;. 1, -' � \ - ' � � � '. � 5..'- �, ' �..� ONEMOJetc. ROOFING COMPONENT • 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 61 Edition(2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STA.NDARDSC . Section_. L_ Rro e .. _. Standard Year, 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2. Physical Properties ASTM D6509 2009 TAS 110 Accelerated Weathering ASTM D4798 2011 3 . :`:"REFERENCES:. r Entity, Examination Reference- Date` Entity Examination Reference Date ERD CYST 6049) Wind Uplift .^ . 117 _- -. _-. _. .=—.-...._ .__._._. ...--- .-------- 57.08.01-1 08/13/2001 ERD(TST 6049) Tensile adhesion P40390.04.15 04/03/2015 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) TAS 103 P44360.30.14-111 05/18/2015 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) ASTM D1970 P5110.04.07-1 04/11/2007 ERD(TST 6049) ASTM D1970 PLYG-SC10130.06.16-1 06/27/2016 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Tensile adhesion PLYG-SC10130.G6.16-2 06/27/2016 ERD(TST 6049) Wind Uplift P30540.11.09-Ri 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC30130.06.16-3 06/27/2016 ERD(TST 6049) Tensile Adhesion P13030.11.09-1 11/30/2009 ERD(TST 6049) ASTM D1970/D4798 PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Wind Uplift PLYG-SC12025.30.16 10/12/2016 ERD CYST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC13040.12.16 12/27/2016 ERD(TST 6049) ASTM D1970 P33360.06.10 06/25/2010 ERD(TST 6049) 30/90 physicals PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) TAS 103 P33370.03.11 03/02/2011 ERD(TST 6049) TAS 103 PLYG-SC12115.08.17 08/08/2017 ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 ERD(TST 6049) TAS 103 PLYG-SC33035.08.17 10/31/2017 ERD CYST 6049) ASTM D1970 P37300.10.11 10/19/2011 FM(TST 1867) Wind Uplift 3004091 01/12/2000 ERD(TST 6049) TAS 103 P40390.08.12-1 08/06/2012 ICC-ES(EVL 2396) IBC Compliance ESR-1697 04/01/2019 ERD(TST 6049) Tensile Adhesion P40390.08.12-2 08/07/2012 M-D(CER 1592) HVHZ Compliance NOA 17-0614.22 07/06/2017 ERD(TST 6049) Tensile Adhesion C41420.09.12-3 09/11/2012 MT]CYST 2508) ASTM D4798 1X20H7A 04/01/2008 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO(TST 6049) ASTM D1970 4-PLYG-18-004.03.18 03/29/2018 ERD(TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO(TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 01/11/2019 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 NEMO CYST 6049) ASTM D6163 4S-PLYG-18-002.01.19-A 01/24/2019 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 NEMO CYST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C 05/20/2019 ERD(TST 6049) ASTM 1)6164 P37590.03.13-3A 05/06/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-G 10/08/2019 ERD(TST 6049) ASTM D6509 P37590.03.13-1-R1 06/26/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-1 10/08/2019 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO CYST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/09/2019 ERD(TST 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO(TST 6049) TAS 103 4j-PLYG-I9-SSUDL-01.A 10/10/2019 ERD(TST 6049) Wind Uplift P11751.05.03-RS 11/26/2013 PRI(TST 5878) Tensile Adhesion PRI01111 04/08/2002 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 PRI(TST 5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD(TST 6049) 30/90 physicals P45270.05.14 05/12/2014 PRI(TST 5878) TAS 103 PUSA-035-02-01 09/29/2006 ERD(TST 6049) Tensile adhesion 6020.09.14-5 09/08/2014 PRI(TST 5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD(TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 PRI(TST 5878) ASTM D6222 PUSA-061-02-02 01/28/2008 ERD(TST 6049) Tensile adhesion P46520.10.14 10/03/2014 PRI(TST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD(TST 6049) ASTM D3970/D4798 P43290.10.14 10/17/2014 Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/01/2008 NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authotization#32455 ETH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 2 of 16 ONEMOjetc. Er►ti Examination Reference Date Ent Examination ' Reference Date ERD(TST 6049) TAS 103 PLYG-SC7550.03.15 03/24/2015 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 UL(QUA9625) Quality Control Service Confirmation 09/13/2018 PRODUCT DESCRIPTION. '.Product Specification Plants) , -:Description,. 4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced,SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL Polyester-reinforced,SBS modified bitumen base sheet 43 Elastoflex G TU M-D 13-004 PA Polyester-reinforced,modified bitumen tile underlayment FRSA/TRI April 2012 composed of a sand-surfaced SBS modified bitumen back- side and granule-surfaced APP modified bitumen top-side 4.4 Elastoflex S6 G ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.5 Elastoflex S6 G FR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRl April 2012 4.6 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.7 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer.rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.8 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt TAS 103 waterproofing membrane,fiberglass reinforced,with a FRSA/TRI April 2012 polyester fabric surface 4.9 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet (FR) FRSA/TRI April 2012 4.10 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI April 2012 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered the roof systems 4.11 Polyflex G FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI April 2012 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened the roof systems 4.12 Polyflex SA P ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.13 Polyflex SA P FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.14 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.15 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet 4.16 Polystick IR-Xe ASTM D1970 FL,PA Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4:17 Polystick MTS Plus TAS 103 FL,PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass fiber reinforced,surfaced with polyolefinic film surface NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate ofAutharization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 3 of 16 ONEMOletc. 4: PRODUCT DESCRIPTION Product Specification Plants) Description 4.18 Polystick MU-X ASTM D1970 FL,NV,PA Nominal 54-mil thick dual-layer rubberized asphalt (See Section 5.8) waterproofing membrane,fiberglass reinforced,with a polypropylene film surface 4.19 Polystick TU Max ASTM D1970 FL,PA,TX Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 membrane with a 190 g/m2 polyester fabric surface FRSA/TRI April 2012 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 granular surface 4.21 Polystick TU Plus ASTM D1970 FL,PA Nominal 80-mil thick rubberized asphalt waterproofing TAS 103 membrane,glass fiber reinforced,with a polyester fabric FRSA/TRI April 2012 surface 5 z LIMITATIONS: 5.1 This is a building code evaluation. Neither NEW I etc.nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained;specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1:.ROOF COVER OPTIONS. Wood;Shakes 6,n erlayment Asphalt Shingles s Nail=On Tile Foam-On Tile' Metal &Shingles Slate Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet In 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes HydraGuard Dual Pro Yes No No Yes Yes Yes HydraGuard Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Yes Yes Yes (See 5.5.1) No Yes Yes Sheet(FR) Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SA P Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex SA P FR Yes Yes Yes (See 5.5.1) No Yes Yes Polystick IR-Xe Yes No No No Yes Yes NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 16P EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 4 of 16 ONEMOjetc. TABLE 1: ROOF COVER OPTIONS Wood Shakes. - Underlayment Asphalt Shingles_ Nall-On:Tile Foam=On Tile' Nletal &Shingles Slafe Polystick MTS Plus Yes Yes No Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes PolystickTU Max No Yes Yes (See5.5.1) Yes No No PolystickTUP No Yes Yes (See5.5.1) 1 No No No PolystickTU Plus Yes Yes Yes (See5.5.1) Yes Yes Yes 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE lA:ALLOWABLE TILE ADHESIVE]UNDERLAYMENT COMBINATIONSl," Florida Product Adhesive,. Approval .,,. >.z T Underlayments - DAP Foam Touch`n Seal StormBond FL14506 Polystick TU Max or Polystick TU Plus Roof Tile Adhesive Dow TileBoncl ' FL22525 HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex G TU,Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP ICP Adhesives Polyset®AH-160 FL6332 Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule- ICP Adhesives Polyset®RTA-1 FL6276 Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus 5.6 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED'UNDERLAYMENTS° YF�e $ubstrates(designed to meet wind loads for project) Underlayment Application T rimer Material(s) Deck/ (Optional)ASTM D41 plywood,OSB,Southern Yellow Pine or Huber HydraGuard Dual Pro, Engineered Woods"ZIP System"Panels HydraGuard Tile Pro, sheathing Polystick(all variations), ASTM D41 structural concrete Mule-Hide SA-APP Cap self- O ASTM C1289 Type 11 Class 1 polyisocyanurate,ASTM Sheet,Mule-Hide SA-APP or B-3000 adhering Insulation or WB-(Optional)ASTM D41 C1289 Type V polyisocyanurate-composite,DensDeck Cap Sheet(FR),Polyflex Prime or SECUROCK Gypsum-Fiber Roof Board SA P or Polyflex SA P FR Base N/A ASTM D226 felt,Elastobase,Elastobase P or Mule-Hide Sheet Nail Base Deck ASTM D41 structural concrete Elastoflex G TU,Elastoflex hot asphalt Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board S6 G or Elastoflex S6 G FR Base N/A ASTM D226 felt,Elastobase,Elastobase P,Mule-Hide Nail Sheet Base or Polyglass G2 Base Deck ASTM D41 structural concrete Polyflex G or Polyflex G FR torch- Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board applied Base Elastobase,Elastobase P,Mule-Hide Nail Base,Polyglass Sheet N/A G2 Base or Polyglass Base 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 5 of 16 ONEMOletc. 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012(04-12)and are used in foam-on or mortar-set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-52.5 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB 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 SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #2 Maximum Design Pressure=-90 psf: 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 or Polystick TU Plus,self-adhered. #3 Maximum Design Pressure=-97.5 psf: 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 Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 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 1Y"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 D41 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 Polystick TU Plus,self-adhered. #6 Maximum Design Pressure=-315 psf: 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 Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1125 Certificate ofAuthorizadon#32455 0 EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page 6 of 16 ONEMOletc. #8 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: it 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 6-inch o.c.at two(2)equally 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. #9 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: 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 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 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. #10 Maximum Design Pressure=-37.5 psf*: 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 D226,Type II 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 psf*: Deck: Min.19/32-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 o.c.at the 2-inch wide side laps and 4-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,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. #12 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 ASTM 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,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #13 Maximum Design Pressure=-45 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 18-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 or Polyflex G,torch-applied. #14 Maximum Design Pressure=-45.0 psf: 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 or Mule-Hide Nail Base(poly-film top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin 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. 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. NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 7 of 16 ONEMOletc. #15 Maximum Design Pressure=-45.0 psf: 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"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 67inch 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. #16 Maximum Design Pressure=-45.0 psf: 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 or Polyglass Base Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin 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 G,torch-applied. #17 Maximum Design Pressure=-52.5 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-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(4)equally 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 FIR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #19 Maximum Design Pressure=-52.5 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 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 G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #20 Maximum Design Pressure=-60 psf: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-60 psf: 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: OMG#12 Standard Roofgrip with OMG 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 TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 CertificoteofAuthonzotion#32455 6'EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page 8 of 16 ONEMOletc. #22 Maximum Design Pressure=-60.0 psf: 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 or Mule-Hide Nail Base(poly-film 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. Primer: PG100 or ASTM D41 primer applied to stress plates. 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. #23 Maximum Design Pressure=-60.0 psf: 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: 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 mopping of hot asphalt. #24 Maximum Design Pressure=-60.0 psf: 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 or Polyglass 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 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underloyment) Fasteners: 12 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 four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #26 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film 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. Primer: (Optional)PG100 or ASTM D41 primer applied to stress plates. 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 Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(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 S6 G,applied in full mopping of hot asphalt. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 9 of 16 ONEMOletc. #28 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base 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:Polyflex G,torch-applied. '#29 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: Dekfast 414 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #30 Maximum Design Pressure=-90 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: 6-inch o.c.at the 2-inch wide side laps and 6-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 or Polyflex G,torch-applied. #31 Maximum Design Pressure=-90 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: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #32 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. i #33 Maximum Design Pressure=-90 psf: Deck: - - Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #34 Maximum Design Pressure=-90.0 psf: 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 or Mule-Hide Nail Base(poly-film 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: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. 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. NEMO ETC,I.I.C. Evaluation Report 1212060.02.09-1125 Certificate of Authorizatfon#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 10 of 16 i NNEMOletc. #35 Maximum Design Pressure=-90.0 psf: 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: 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: 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 S6 G,applied in full mopping of hot asphalt. #36 Maximum Design Pressure=-90.0 psf: 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 or Polyglass Base 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: 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:Polyflex G,torch-applied. #37 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) 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 o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally 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. #38 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. 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. #39 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-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. #40 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: - Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Polyflex G,torch-applied. #41 Maximum Design Pressure=-105 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: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authotization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 11 of 16 ONEMOletc. #42 Maximum Design Pressure=-105.0 psf: 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 or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to i the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. 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. #43 Maximum Design Pressure=-105.0 psf: 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: 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: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G.applied in full mopping of hot asphalt. #44 Maximum Design Pressure=-105.0 psf: i 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 or Polyglass Base 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: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Polyflex G.torch-applied. #45 Maximum Design Pressure=-112.5 psf: Deck: , Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: it 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: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps 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 SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #46 Maximum Design Pressure=-120 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: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 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 G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G.torch-applied. #47 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufasf#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 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 G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 CerlificoteofAuthorizabon#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 12 of 16 ONEMOletc. #48 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. 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. #49 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-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. #50 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Polyflex G,torch-applied. 5.6.1.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.1.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.,7 Exposure Limitations: TABLE 3: EXPOSURE WITATIONS Underlayment Maximum Exposure(days) Elastoflex G TU,HydraGuard Dual Pro,HydraGuard Tile Pro,Polystick MTS Plus,Polystick TU 180 Max,Polystick TU P or Polystick TU Plus Polystick IR-Xe or Polystick MU-X 90 Elastobase,Elastobase P,Polyglass G2 Base or Polyglass Base 30 180 ' Elastoflex S6 G,Elastoflex S6 G FR,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet (for adhesive-set tile) (FR),Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR UNLIMITED (for mechanically fastened roof prepared roof covers) 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page 13 of 16 ONEMOletc. 5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TA9LE'2: TILE SLIPPAGE UMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Undei'layment Tile Plrofile Sfaging Method Maximum Slope Flat 10-tile stack 7:12 Elastoflex G TU Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 HydraGuard Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Plus Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 6 INSTALLATION 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 prior to application,and prime the substrate(if applicable). 6.3 Elastobase,Elastobase P orMule-Hide Nail'tgase: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements. Elastobase,Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick,Polyflex SAP,Polyflex SA P FR,Mule- Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.1 herein,coupled with FRSA/TRI April 2012(04-12)Installation Manual. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 CertiflcateofAuthorization#32455 GrH EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 14 of 16 •I � ONEMOjetc. 6.4 HydraGuard,)ual Pro;HydraGuard Tile Pro,.Mule-tilde SA APP Cap Sheet;Mule-Hide SA-APP Cap Sheet(FR) Polyflex SA P, P,olyflex SA P.FR,Polystick,IR Xe;Polystick MTS.PIus,Polystick MU-X,Polystick TU'Max;PolystickTU P,' r Polystick TU Plus :.. 6.4.1 General: ! All seal-lap seams(selvage laps)must be firmly rolled with a in accordance with Polyglass requirements to ensure full contact and adhesion. For HydraGuard Dual Pro and HydraGuard Tile Pro, align the edge of the top sheet to the end of the glue pattern(the sheet will overlap the fabric). r View of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro 6.4.2 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P)underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements. 6.4.3 Tile Applications(excludes HydraGuard Dual Pro,Polystick IR Xe and Polystick MU X): Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI April 2012(04-12)and Polyglass published requirements. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.1 herein. 64.4 Multi-Ply Underlayment Systems: Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P or Polystick TU Plus 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. Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under adhesive-set 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 G:TU,Elastoflex S6 G or.Elastoflex$6 G FR 6.5.1 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet" in the`Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet" in the'Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered the roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet"in the`Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certifrcateof Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 15 of 16 r ONEMOjetc. 6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide,off-set minimum 3 feet from 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';Polyflex G FR:, 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04- 12)beneath mechanically fastened or adhered tile roof systems(Refer to Table 2 for base sheet options). ✓ Polyflex G FR is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012 (04-12)beneath mechanically fastened tile roof systems(Refer to Table 2 for base sheet options). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide,off-set 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 Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)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. 7 BUILDING P EIYI ERIMIT'REQUIRENTS As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8 MANUFACWRING PI:ANTS Contact the noted QA agency for information on product locations covered for F.A.C. 611320-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. 9 QUALITYASSURANCE'ENTITY = _. UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- MEMO ETC,I.I.C. Evaluation Report P12060.02.09-1125 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 16 of 16 f va t :! 1 • SNEMOjek. itt � o t a o t TABII., DECK, ' :, APPLICATION TYPE: ; DESC)11PTIOfy :PAGE IA Wood New or Reroof(Tear-Off) A-2 Mesh.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5.6 18 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base insulation,Bonded Top Insulation,Bonded Roof Cover 7 IC Wood New,Reroof(Tear-Off)'or Recover C Mech.Attached Insulatlon,Bonded Roof,Cover 8-9 1D Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech;Attached Base Sheet,Bonded Roof Cover 1(1-12 1E-i Wood New,Reroof{Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-15 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 16.17 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 17 2A Steel or Structural Concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bondedlop Insulation,Bonded Roof Cover 18-20 28 Steel orStructural Concrete New,Reroof(Tear-Off)or Recover C Mech,Attached Insulation,Bonded Roof Cover 21.25 2C Steel or Structural Concrete New,Reroof Tear-Off)or Recover D Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 26.28 3A Concrete New or Reroof(Tear-Off) Ad Bonded Insulation,Bonded Roof Cover <J 99.36 _38 Concrete New or Reroof(Tear-Off) A•3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 36 3C Concrete New or Reroof(Tear-off F Non-Insulated,Bonded Roof Cover 37 4A LWIC New or Reroof(Tear•OFf) A•1 Bonded Insulation,Banded Roof Cover 91 38-39 413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover , ( 40 4C LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover °41.44 5A CWF New or Reroof(Tear-OFf) A-1 Bonded Insulation,Banded Roof Cover 45 5B CWF New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover fn U I 46 SC CWF New,Reroof(Tear-off)or Recover C Mech.Attached Insulation,Bonded Roof Cover ca 46 513 CWF New,Reroof(Tear-Off) E Non-Insulated,Mech,Attached Base Sheet,Bonded Roof Cover _ e 6A Gypsum' Reroof(Fear-Off) A•1 Bonded Insulation,Bonded Roof Cover VD e=j�48.49 6B Gypsum Reroof(Tear-Off) A-Z Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 7 141 50 6C Gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover "•� 51 61) Gypsum Reroof(Tear-off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation,Banded Roof Cover 52-57 70 Various Recover, F Nan-Insulated,Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codifled and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for Insulatlon attachment shall be as follows.Fasteners shall be of sufficient length for the following engagements: lo Wood Deck: OMG#14 Roofgrlp with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 In.Galvalume Steel Plate,Dekfast 1114 with Hex Plate or 3"Round Insulation Plate,Trufast HDwlth Trufast 3" Metal Insulation Plates or FIIntFast#14 Fastener with FIIntFast 3"Insulation Plates, Minimum 0.75-Inch plywood penetration or minimum I.-Inch wood plank embedment, D Steel Deck: OMG#12 or 1114 Roofgrlp with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or 014 with Hex Plate or 3"Round Insulation Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plates or FIIntFast#12 or 1114 Fastener with FIIntFast 3"Insulation Plates. Minimum 0,75-Inch steel penetration and engage the top flute of the steel deck. D Structural Concrete: OMG 814 Roofgrlp with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast 4114 or DekSpike with Hex Mate or 3"Round Insulation Plate,Trufast HD or CF with Trufast 3"Metal Insulation Plates or FIIntFast 014 Fastener with FIIntFast 3"Insulation Plates. Min imum 1-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published Installation Instructions. NEMO ETC,LLC Evaluation Report 3520.03.04-R21for FI.2533-1120 Certificate of Authorization 1132455 el EDITION(2017)FBC NON-HVI.1Z L'VALUATI ON Revision 21:06/20/2018 Prepared by: Robert Nieminen,PE-59166 _ _ - CertainTeed Flintlesticm modified Bitumen Roof Systems,(610)651-SR47- Appendix 1,Page i of 57 3, Unless otherwise noted,Insulation may be any one layer or combination of potylsocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based roof board that meets the OA requirements of E.A.C.Rule 61G20-3 and Is documentedas meeting FBC ISOSA and,forfoam plastic,FBC Chapter 26,when Installed with the roof cover. 4. Minimum 200 psi,minimum 2-Inch thick lightweight insulating concrete may be substituted for,or Installed beneath rigid Insulation board for System Type D(mechanically attached base sheet,bonded roof cover), whereby the base sheet screws and plates are Installed through the LWIC to engage the structural steel or concrete deck, The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be In accordance with F8C requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation, S. Preliminary Insulation attachment for System Type Di Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1.29(January 2016). 6, Unless otherwise noted,Insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published Instructions, D Hot asphalt(HA); Full coverage at 25.30 Ibs/square a Ashland Pliodeck(A-PD); Continuous 0,75 inch wide ribbons,12-Inch o,c. Ribbons of subsequent foyers shall be perpendicular to those in the layer below. D Dow INSTA-STiK Qulk Set Insulation Adhesive(D-IS); Continuous 0,75 to 11nch wide ribbons,12-Inch o.c, D Millennium One Step Foamable Adhesive(M-OSFA); Continuous 0,25 to 0,5-inch wide ribbons,12-Inch o,c, Millennium PG-1 Pump Grade Adhesive(M-PG2): Continuous 0.5 to 0,75-inch wide ribbons,22-Inch o,c, A OMG OlyBond 500 or OlyBond Green(00500); Continuous 0,75-Inch wide ribbons,l2-Inch o,c.(PaeeCart or SpotShot) 9 ICP Adhesives CR-20, Continuous 25 to 3-Inch wide ribbons,12-Inch o.c. D Note; When multiple layers fs)of lesulation and/or coverboard are installed to ribbon-appifed adhesive,boards shall be staggered from layer-to-layer, D Note:,The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the spedfled rlbbons spadng. 7. Unless otherwise noted,all Insulations are flat-stack or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MOP listings In the tables;rather If MOP listing below,meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop4n for the equivalent thicker material listed In the table: A Ashland Pliodeck(A-PD)@ 12-inch o,c, MOP -105.0 psf (Min.1,041nch) 9 Ashland Pliodeck(A-PD)@ 6-Inch o.c, MOP -277.5 psf (Min.154nch) D Dow INSTA-STIK Qulk Set Insulation Adhesive(D4S); MOP -120.0 psf (Min.1,0-inch) D Millennium One Step Foamable Adhesive(M-OSFA); MOP -257.5 psf (Mtn,1.0-Inch) > Millennium PG-1 Pump Grade Adhesive(M-PG1); MOP -157.5 psf (Min.1.0-Inch) D OMG Olyeond 500(013500): MOP -45.0 psf (Min.0.5-Inch Multl-Max FA3) D OMG OlyBond 500(0950D): MOP -187.5 psf (Min.0.5-Inch ISO 95+GL) D OMG OlyBond 500(08500); MOP -315.0 psf (Min.0.5-Inch ENRGY 31 D OMG OlyBond 500(08500). MOP -487,S psf (Min.0.5-Inch ACFoam 11) D iCP Adhesives CR-20; MOP -117.5psf (Min.1.0-inch) 8, Bonded polylsocyanurate insulation boards shall be maximum.4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone i design pressure determined in accordance with FSC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSi/SPRI WD1,FM Loss Prevention Data Sheet 1.29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth In Section 2.2.10.1 of FM Loss Prevention Data_ Sheet 1-29(January 2016)for Zone 2/3 enhancements. - 10. For assemblies with all components fully Bonded In place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16,and no rational analysts is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system.Testing and analysis shall be In accordance with ANSi/SPRI FX-1 or Testing Application Standard TAS 105. _ 14EMO ETC,LLC Evaluation Report 3520,03,04-1121 for FLW3420 Certificate of Authorization 432455 G"'EDITION(2017)Foc NON-FIVHZ EVALUATION Revision 21 06120/2018 Prepared by: Robert Nleminen,PE-59166 _____ _ ___ _ _ ._ Certain7eed Flintlastlec Modified Bitumen Roof Systems;(610)651-5847-- _-- - -^- - -Appendix 1,Page 2 of 57 12, For existing substrates in a bonded recover or re-roof Installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merlt to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1.52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D,the insulation is optional, 14. Lightweight Insulating Concrete(LWC)sh ail be cast In accordance with FBC Section 2917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced,refer to current LWC Product Approval for specific deck construction and limitations.For systems where specific LWC Is not referenced,the minimum design mix shell he 300 psi, In all cases,the minimum top-coat thickness Is 2-Inches, For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. INK TJ _ 0 1 : 0 L aC 0 L 0 1 MATEtiIAL gPPiL .• .gEFEFIENCE. ... . • ..• ,, CAT10N BP-AA Base Glasbase;All Weather/Empire Base,FlexlglasBase;Fllntlastic Base 20 Hot asphalt at 20-40 Ibs/square (Basaand Ply%1%nb,Asphalt-Appliod) Piy One or more Flintglas Ply 4;Flintgias Premium Ply 6 BP-AA2 Base Yosemite Venting Base Hot asphalt In 244nch diameter spots In Bo- iBaso,Spovftholt•Appllad) Inch grid pattern 8P-AA3 Base Yosemite Venting Base Hot asphalt In 9-Inch diameter spots In grid (Base,Spot-Asphalt-Appilad) pattern noted herein, 8p-AA4 Base Yosemite Venting Base Hot asphalt In 9-Inch wide ribbons spaced (Bas%Slrlp-Asphalt•Appilad) as noted herein. BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Fiexlgias Base;Fllntlastic Base 20 Henry 4903 Adhesive at 1.5 gal/square 9P-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexlglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive,beads spaced 6-Inch oc. Base Fllntlastic Base 20;Flintlastic Poly SMS Base;Fllntlastic Ultra Poly SMS Base SBS-AA Ply One or more Fllntlastic Base 20;Fllntlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base (58S,Asphalt-Appiledl Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar;Filntlastic FR Dual Hot asphalt at 20-40 Ibs/square Cap,Fllntlastic FR-P,Flintlastic FR-P CoolStar;Fllntlastic Premium FR-P;Fllntlastic Premium FR-P Coolstar; Flintlastic GMS;Fllntlastic GMS CoolStar Base Fllntlastic Base 20,Fllntlastic Poly SMS Base;Fllntlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBood Brush or Karnak No.81 Cold SOS-CAI Ply Fllntlastic Base 20;Flintlastic Poly SMS Base;Fllntlastic Ultra Poly SMS Base Process Modified Bitumen Adhesive Brush (ses,cold-APPxad) Grade at i gal/square Cap Fllntlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar,Fllntlastic FR Dual Cap;HlntlasUc FR•P;Fllntlastic FR•P CoolStar, Flintlastic Premium FR-P;Fllntlastic Premium FR-P CoolStar;Fllntlastic GMS;Fllntlastic GMS CoolStar Base Filntlastic Base 20,Fllntlastic Poly SMS Base;Fllntlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Fllntlastic Ultra Poly SMS Base (505,Cold-APPllad) Cep Fllntlastic Cap 30;Fllntlastic Cap 30 CoolStar;Fllntlastic FR Cap 30 Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Henry 11903 Adhesive at 15 gal/squam Cap;Fllntlastic FR-P;Fllntlastic FR-P CoolStar;Flintlastic Premium FR-P;Fllntlastie Premium FR-P CoolStar; Fllntlastic GMS;Flintlastic GMS CoolStar 14EMO ETC,LLC Evaluation Report 3520.03.04-R21 for FL2533•112© Certificate of Authorization 432455 W"EDITION(2017)FBC NON-FIV14Z EVALUATION Revision 21:06120/2013 Prepared by: Robert Nieminen,PE-59166 _ ,_ CertainT'eed Flintlastic°Modified Bitumen Roof Systems;(610)651-S647 - ---- - - - _ Appendix 1,Page 3 of 57 s ; OOD 0 0 00 O 0 0 C NHEM01 eft. to Deck To Insiitation a'e(! Racf toyer iVo aL4 is n1 Base'in9ulattonrLnavr ° lNot81) ; T Se Fasteners dttac�h'' Base f plyCap ,. SO tp I)Min.1.5 1:51nch ACFoam 11, FII,West 3 In.Insulation (Optional)SOS. Min;35/3Z=Inch (Opttoria W-27 ( ood at max.24• ormore'la ers'an f:lint8oard ISO H-ShIe18 Ptateswith FilntFest#12 1 per 1.33`ft','SBS-SA-H AA,SBS-TA or ,. SBS-AA,SBS-TA" . Y Y porAPP•TA. : " -75:0 ` inch spans combinatlon,doose;latd ". . Fllnteoard.150K , _ . or N14 _• APP-TR Min.19/32-Inch (Optional)One or more Min.1.5-loch ACFoam 11, W-28 exterior grade plywood layers,anycombinatlon, FIIntBoard ISO,ENRGY 3 or Note 2 1 per 1.33 ft' SBS-SA•H (Optional)SBS- SBS•TAor APP- -82.S at max.24-Inch spans loose lald Multi-Max FA3 TA or APP-TA TA CONVENTIONAL SYSTENISI Min.23/32•Inch (Optional)One or more Mtn,0.5-Inch Structodek High ( P ) Density Fiberboard Roof z 5-A (Optional)BP. SBS-AA,SOS-TA W-29 exterior gradeft plywood layers,any combination, Insulation,mfn.0.75•Inc1T Note 2 1 per 2 BP-AA or S8A AA,SBS-AA,SBS- orAPP•TA -49'0« at max,24-Inch spans loose laid FescoBoard(homogeneous) TA or APP-TA Min.15 32-Inch Min.0.25-Inch SECUROCK / (Optional)One or Gypsum-Fiber Roof Board, FllntFast 412 or 414 HD BP-AA,,SOS-AA, (Optional)BP. SBS-AA,SBS-TA W-30 plywood at max.24- layers,any combination, with FIIntFast 3 1 per 2 fe SBS-TA or APP. AA,SBS-AA,SOS •45.0" Prima Inch spans loose told Dens neck orOens Deck Insulation Plates TA TA or APP-TA or APP TA Min.15/32•inch (Optional for Recover)Min. FIIntFast#12 or#14 HD W-31 plywood at max,24- 1.54nch,one or more layers, Min,0.2S.Inch SECUROCK with FilntFaSt 3" 1 per 1.45 f APP-TA (Optional)APP- APP-TA -60.0 Inch spans any combination,loose laid Gypsum-Fiber Roof Board insulation Plates TA (Optional for Concrete or • MIn.19/32•inch F1intFast 012 or#14 HD BP-AA,5BS-AA, (Optional)BP. Recover)Min.2-Inch ACFoam Min,0.54nch SECUROCK W-32 exterior grade plywood �tl,FIIntBoard,HSfiteld or Gypsum•Flber Roof Board with FIIntFast 3" 1 per 1,78 ft2 58S-TAor APP• AA,S8S-AA,SBS• oBQAp SA ENRGY 3,loose laid. BS•TA .60.0 at max.24-inch spans Insulation Plates TA TA or APP-TA Min.15/32-Inch (Optional for Recover)Min. FIIntFast#12 or#14 HD W-33 plywood at max.24- 1.5-inch,One or more layers, Min.um-Fi er SECUROCKand with FIIntFast 3" 1 per 1.33 ft° APP-TA (Optional)APP- APP-TA -67.5 Inch spans any combinatlon,loose told Gypsum-Fiber Roof Board Insulation Plates TA MEMO ETC,LLC Evaluation Report 3520.03.04-R21 for F1.2533-Ma Certificate of Authorization#32455 6"COITION(201-i)FBC NON-14VI-IE EVALUATION _Revision 21:06/20/2018 Preparedby. Robert Nleminen,PE-59166 - __- CertainTeed Flintlastic°Modified Bitumen Roof Systems,(610)65Y-5B47 - Appendk 1,page 9 of 57