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HomeMy WebLinkAboutProduct Approval 404' 'Mem�-4� AWA NEERINGWM\C.. PROFEStilPROFESSIONAL tiTRt C"TUR�I.CONSULTANTSCONSULTANTSRECEIVED 950 NN Federal H"i -Suite 172.Stuart.Fl.34"4 Voice:(772)223-9883 FFB - 3 2021 Permitting Department St. Lucie County February 1, 2021 Mr. John Dickerson c/o Rooftop Roofing Inc. 9004 Short Chip Cir. Port St. Lucie, FL 34986 Re: Flat Roofing Certification—8501 Champions Way, Port St. Lucie, FL 34986 Dear Mr. Dickerson; Pursuant to your request, I have analyzed the above referenced structure to determine the required components & cladding wind uplift force on the new roofing at the two 3'xI I' flat roof areas above the front entry in an effort to certify the appropriate roofing materials. It is my understanding the selected roofing System No. is W-44 from NOA is FL14207--R24 (Revision 24: 6/9/2020). This system provides 75 psf uplift protection. This value exceeds the applied uplift of 57.3 psf zone 2 and 74.4 psf zone 3. This roofing system meets and exceeds the requirements of the 2020 Florida Building Code (7rh Edition) and ASCE 7-16. If you have any questions or concerns, or if I can be of any future service, please do not hesitate to contact me. Respect ful\l ` � / _ _= File Copy ti ; w -T. Stdesreet. P. p �. �04( IEV� L� OR FL0' °�.ss�oNPV�`�� COBS COMPLIANCE ST. L CIE COU14TY BOC(!Z[3 P:\2021\21-031 8501 CHAMPIONS WAY ROOFING\COR\21-031 8501 CHAMPIONS WAY ROOFING CERT.doc I RECEIVED FEB - 3 1011 Permitting Department St. Lucie County B9a"'oP 8501 Champions Way, Port St. Lucie, FL 34986 Project Totals Total Roof Area 263.92 SQ Standard Slope(4:12-6:12) 254.62 SQ Flat Slope(0:12-1:12) 6.38 SQ Low Slope(2:12-3:12) 2.92 SQ High Roof(over 1 story) 246.15 SQ Roof Planes 36 Structures 1 Eave 1204.00 LF e e Rake 24.60 LF t Clear Story 88.00 LF Total Perimeter 1316.60 LF Ridge 460.39 LF Hip 891.83 LF . Valley 753.82 LF ^`fG Step Flashing 11.18 LF Headwall Flashing 160.00 LF THIS REPORT IS FOR ESTIMATION PURPOSES ONLY AND DOES NOT INCLUDE WASTE,VERIFY ALL DIMENSIONS AND TOTALS BEFORE PURCHASING MATERIALS. THIS REPORT IS THE PROPERTY OF SCOPE TECHNOLOGIES,INC.AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT RoofScope Report Roof Area Analysis - Structure 1 Plane Area(sf) Pitch Slope High Plane Area(sf) Pitch Slope High 8S01 Champions Way, Port St. Lucie, FL 34986 A 376 6:12 H / 382 6:12 H NOTE:DUE TO THE COMPLEXITY OF THE STRUCTURE,SOME 8 78 5:12 H K 530 5:12 H PLANES WERE COMBINED TO MAINTAIN READABILITY. C 22 6:12 H L 162 6:12 H D 573 5:12 H M 548 6:12 E 109 6:12 N 638 1:12 F AD 2.5 I F 624 5:12 H O 1,769 5.12 H e4 G 1,073 5:12 H p 22 6:12 AD �0 5 H 116 6:12 H Q 83 5:12 1 1,114 5:12 H R 377 6:12 �i S 127 5:12 H 'O �' T 165 6:12 H AD 43 L0 U 2,342 5:12 H 7°D X 4 X V 1,678 5:12 H 9 e 4. AC 4 W 479 5:12 H X u X 2,461 5:12 H 4 Y 168 4:12 H N X 0 X S Z 449 5:12 H AA 645 5:12 H 8 2 AB 292 3:12 L H AA 4. AC Z274 5:12 H `D �+ AD 2,015 5:12 H a W 3. Z N ^ AE 1D4 5:12 H h h `* AF 1,931 5:12 H W, �O AF AG 1,841 5:12 H ?� ^ AH 538 5:12 H Al 128 6,12 H a V ^ 5 4 AC 29.5 AJ 158 5:12 H X e! 27.5 AH 27 25 40.5 1e 7.5 Totals(SQ) 6 cD 2v pti s 112 - 6.4 U 3� AG AG ^' '� 3:12 - 2.9 T U 61.7 20 AJ 4:12 - 1.7 4 S 7.5 -413 ,5 5:12 228.9 6:12 - 24.1 R y. ^ A � a y G Flat - 64 e '`• O I ,� F D Low 2 9 ni 1 K +'2 High - 246.2 N. B 9 24.5 44 ^'12 N 15.5 16 57.5 LM U 43.5 ' 12 12.3 N123 12 M � 53 M Drawing Key 63 -Eave -Hip -Ridge Parapet -Clear Story ----- Headwall Flashing \\\Ice&Water Areas O Rake Edge -Valley -Flat Drip Edge -Coping ----- Slope Change ----- Step Flashing flat Slope Area RoofScope Report RECEIVED FFR - 3 2021 NEMO I etc. Permitting Department Certificate of Authorization#32455 St. Lucie Ccunty 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Versico Roofing Systems Evaluation Report C35230.11.10-1124 P.O. Box 1289 FL14207-1124 Carlisle, PA 17013 Date of Issuance:11/02/2010 (717)245-7264 Revision 24:06/09/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: VersiWeld TPO Single Ply Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.of any changes to the product(s),the Quality Assurance or the production facility location(s). NEW I etc. 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 "NEMO Ietc. 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 5,plus an 85-page Appendix. Prepared by: tea., Robert J.M. Nieminen P.E. t"'""r ..t'_ -; . ^c.srf T The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 F;'".... •.,S,_�„ c. Nieminen,P.E.on 06/09/2020. This does not serve as an �'• ..•.•'^' electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. 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 I etc.nor Robert Nieminen,P.E.are,JWiAirwa(,t"".Vner of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design gu atice unless retained specifically for that purpose. File Copy R Iiwl (if'( ©2019 NEW ETC,LLC l/�J 1ED FOR CODE COMPLIANCE ST. L CIE COUNTY BOCC,-)-f3��!,( ONEMOletc. ROOFING SYSTEMS EVALUATION: SCOPE:1. Product Category: Roofing Sub-Category: Single Ply Roof Systems Compliance Statement: VersiWeld TPO Single Ply Roof Systems, as produced by Versico Roofing Systems, have demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.13.2 Physical Properties ASTM D6878 2011 TAS 110 Physical Properties TAS 131 1995 3. REFERENCES: Enti Exam Reference Date tniitlf Exam Reference Date ACRC(TST4671) wind 07-051 08/29/2007 FM App(TST1867) FM 4474 3026951 01/21/2008 ACRC(TST4671) Wind 07-059 10/15/2007 FM App(TST1867) FM 4474 3031349 05/13/2008 ACRC(TST4671) Wind 10-009 05/19/2010 FM App(TST1867) FM 4474 3031765 07/21/2008 ACRC(TST4671) Wind 10-018 08/25/2010 FM App(TST1867) FM 4474 3029840 09/08/2008 ACRC(TST4671) Wind 10-019 08/25/2010 FM App(TST1867) FM 4474 3033217 12/08/2008 ACRC(TST4671) Wind 11-034 06/28/2011 FM App(TST1867) FM 4474 3034985 12/15/2008 ACRC(TST4671) Wind 11-035 06/28/2011 FM App(TST1867) FM 4474 3034066 04/14/2009 ACRC(TST4671) Wind 11-036 06/29/2011 FM App(TST1867) FM 4474 3034776 08/07/2009 ACRC(TST4671) Wind 11-037 06/29/2011 FM App(TST1867) FM 4474 3037400 09/02/2009 ACRC(TST4671) Wind 15-002 03/30/2015 FM App(TST1867) FM 4474 3033356 10/09/2009 ACRC(TST4671) Wind 15-008 04/02/2015 FM App(TST1867) FM 4474 3034297 11/13/2009 ACRC(TST4671) Wind 15-009 04/06/2015 FM App(TST1867) FM 4474 3040639 08/11/2010 ACRC(TST4671) Wind 15-011 07/07/2015 FM App(TST1867) FM 4474 3036762 03/08/2011 ACRC(TST4671) Wind 15-012 07/07/2015 FM App(TST1867) FM 4474 3041535 06/08/2011 ACRC(TST4671) Wind 15-015 07/09/2015 FM App(TST1867) FM 4474 3039340 06/24/2011 ACRC(TST4671) wind 15-016 07/09/2015 FM App(TST1867) FM 4474 3043858 08/25/2011 ACRC(TST4671) Wind 15-018 07/10/2015 FM App(TST1867) FM 4474 3041797 10/13/2011 ACRC(TST4671) Wind 15-019 07/14/2015 FM App(TST1867) FM 4474 3039073 11/22/2011 ACRC(TST4671) Wind 15-020 07/14/2015 FM App(TST1867) FM 4470 1X9A4.AM 12/06/2011 ACRC(TST4671) Wind 15-021 07/15/2015 FM App(TST1867) FM 4470 3000919 12/06/2011 ACRC(TST4671) Wind 15-037 12/28/2015 FM App(TST1867) FM 4470 3044748 12/06/2011 ACRC(TST4671) Wind 15-038 12/28/2015 FM App(TST1867) FM 4474 3040260 02/27/2012 ACRC(TST4671) Wind 15-041 12/30/2015 FM App(TST1867) FM 4474 3041799 03/29/2012 ACRC(TST4671) Wind 15-043 01/04/2016 FM App(TST1867) FM 4474 3043824 04/06/2012 ACRC(TST4671) Wind 15-045 01/11/2016 FM App(TST1867) FM 4474 3039762 09/07/2012 ACRC(TST4671) Wind 15-046 01/11/2016 FM App(TST1867) FM 4474 3047327 09/13/2012 ACRC(TST4671) Wind 15-047 01/12/2016 FM App(TST1867) FM 4474 3040639 09/18/2012 ATI(TST1588) FM 4470 01-37050.01 03/13/2000 FM App(TST1867) FM 4474 3043858 09/25/2012 ATI(TST1588) FM 4470 01-39152.01 03/28/2001 FM App(TST1867) FM 4474 3042075 10/23/2012 ATI(TST1588) Physicals 01-37490.01 05/26/2004 FM App(TST1867) FM 4474 3045953 02/13/2013 ATI(TST1588) FM 4470 63524.01-111-47 03/16/2006 FM App(TST1867) FM 4474 797(ribbon HP-NB) 04/25/2013 ATI(TST1588) FM 4470 76506.01-111-47 09/06/2007 FM App(TST1867) FM 4451 3049232 09/11/2013 ATI(TST1588) FM 4470 77891.01-111-47 10/26/2007 FM App(TST1867) FM 4474 3049189 03/11/2014 ATI(TST1588) FM 4474 C1141.01-109-18 09/13/2012 FM App(TST1867) FM 4474 3048753 09/16/2014 ATI(TST1588) TAS 114 D7772.01-109-18 07/09/2014 FM App(TST1867) FM 4474 3051392(data) 10/15/2014 ATI(TST1588) TAS 114 D7772.02-109-18 07/W2014 FM App(TST1867) FM 4474 3054838 02/13/2015 ATI(TST1588) TAS 114 E4981.01-109-18 02/26/2015 FM App(TST1867) FM 4474 3055462 04/01/2015 CTL(TST1577) FM 4474 CTLA-105R 10/13/2008 FM App(TST1867) FM 4474 3053933 06/30/2015 CTL(TST1577) FM 4474 CTLA-10511-1 10/13/2008 FM App(TST1867) FM 4451 3054498 11/30/2015 CTL(TST1577) FM 4474 CTLA-10511-2 10/13/2008 FM App(TST1867) FM 4474 3050229 01/25/2016 CTL(TST1577) FM 4474 CTLA-106R 10/16/2008 FM App(TST1867) FM 4474 3058125 02/04/2016 CTL(TST1577) FM 4474 CTLA-10611-1 10/16/2008 FM App(TST1867) FM 4474 3055167 02/10/2016 CTL(TST1577) FM 4474 CTLA-10611-2 10/16/2008 FM App(TST1867) FM 4474 3055824 05/31/2016 CTL(TST1577) FM 4474 CTLA-10611-3 10/16/2008 FM App(TST1867) FM 4474 3058058 11/04/2016 CTL(TST1577) FM 4474 CTLA-10611-4 10/16/2008 FM App(TST1867) FM 4474 RR206411 09/26/2018 NEMO ETC,LLC Evaluation Report C35230.11.30-1124 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R24 VersiWeld TPO Single Ply Roof Systems Revision 24:06/09/2020 Page 2 of 5 ONEMO I etc. Enti Exam Reference Date Kniibl Exam Reference Date CTL(TST1577) TAS 117 CTLA 111R 71/13/2009 FM App(TST1867) FM 4474 3056745 09/28/2016 ERD(TST 6049) Physicals U0215.05.06-1 05/30/2006 FM App(TST1867) FM 4474 3058125 12/06/2016 ERD(TST 6049) FM 4470 E9490.03.08 03/25/2008 FM App(TST1867) FM 4474 3062422(data) 05/25/2017 ERD(TST 6049) Physicals C32760.01.11 01/19/2011 FM App(TST1867) FM 4470 3063373(data) 10/10/2017 ERD(TST 6049) Physicals A35880.04.12-111 10/26/2012 FM App(TST1867) FM 4474 3063373(data) 11/07/2017 ERD(TST 6049) Physicals C46470.07.14-1A 07/16/2014 FM App(TST1867) FM 4474 3062422(data) 01/05/2018 ERD(TST 6049) Physicals C46470.07.14-16 07/16/2014 FM App(TST1867) FM 4474 PR449852(data) 03/29/2018 ERD(TST 6049) Physicals C46470.07.14-4-R1 07/21/2014 FM App(TST1867) FM 4474 3058463 05/22/2018 ERD(TST 6049) Physicals C46470.07.14-2A 07/30/2014 FM App(TST1867) FM 4474 PR451012(data) 09/11/2018 ERD(TST 6049) Physicals C46470.07.14-28 07/30/2014 FM App(TST1867) FM 4474 PR449651 09/25/2018 ERD(TST 6049) FM 4474 SC10010.02.16 02/29/2016 FM App(TST1867) FM 4474 3063085 10/05/2018 ERD(TST 11294) FM 4474 13380.01.17 01/27/2017 FM App(TST1867) FM 4474 PR451012(data) 10/11/2018 ERD(TST 6049) FM 4474 CRL-SC13450.01.17 01/31/2017 FM App(TST1867) FM 4474 PR452297(data) 12/05/2018 ERD(TST 6049) Physicals CRL-SC14240.17 03/21/2017 FM App(TST1867) FM 4474 PR452297(data) 12/06/2018 ERD(TST 11294) FM 4474 CLT16160.08.17-1 08/28/2017 FM App(TST1867) FM 4474 PR451012(data) 12/13/2018 ERD(TST 11294) FM 4474 CLT16160.08.17-2 08/28/2017 FM App(TST1867) FM 4474 PR451812(data) 01/04/2019 FM App(TST1867) FM 4470 OV7A4.AM 06/10/1992 FM App(TST1867) FM 4474 PR452773(data) 01/30/2019 FM App(TST1867) FM 4470 3Z9A1.AM 10/15/1997 FM App(TST1867) FM 4474 PR452773(data) 02/01/2019 FM App(TST1867) FM 4470 3001580 11/16/1998 FM App(TST1867) FM 4474 PR451012(data) 02/01/2019 FM App(TST1867) FM 4470 3001522 03/26/1999 FM App(TST1867) FM 4474 PR453924(data) 06/19/2019 FM App(TST1867) FM 4470 3003393 03/30/1999 FM App(TST1867) FM 4474 PR451520(data) 05/02/2019 FM App(TST1867) FM 4470 3003337 06/11/1999 FM App(TST1867) FM 4474 PR453044 05/30/2019 FM App(TST1867) FM 4470 3006110 06/13/2001 FM App(TST1867) FM 4474 3060914 06/20/2019 FM App(TST1867) FM 4470 3011329 06/10/2002 FM App(TST1867) FM 4474 PR453922 08/08/2019 FM App(TST1867) FM 4470 3012879 04/04/2003 FM App(TST1867) FM 4474 PR453923 02/02/2020 FM App(TST1867) FM 4470 3013584 06/27/2003 M-D(CER1592) Wind Uplift 12-0216.01 03/08/2012 FM App(TST1867) FM 4470 3014692 08/05/2003 M-D(CER1592) Wind Uplift 13-0617.20 09/05/2013 FM App(TST1867) FM 4470 3016355 09/15/2003 M-D(CER1592) Wind Uplift 13-0307.02 09/26/2013 FM App(TST1867) FM 4470 3019890 12/16/2004 NEMO(TST 6049) Physicals 4-CRL-18-002.04.18-1 04/03/2018 FM App(TST1867) FM 4474 3017662 06/07/2005 NEMO(TST 6049) Physicals 4-cRL-18-002.04.18-2 04/03/2018 FM App(TST1867) FM 4474 3023032 07/20/2005 NEMO(TST 6049) Physicals 4-cRL-18-002.04.18-2A 04/03/2018 FM App(TST1867) FM 4474 3018631 11/03/2005 NEMO(TST 6049) FM 4474 4-CRL-18-003.05.18 05/15/2018 FM App(TST1867) FM 4474 3023999 11/08/2005 NEMO(TST 6049) FM 4474 CRL-SC16815.06.18 06/07/2018 FM App(TST1867) FM 4474 3020845 01/25/2006 NEMO(TST 6049) FM 4474 4L-CRL-18-003.12.18 12/01/2018 FM App(TST1867) FM 4474 3021941 03/20/2006 NEMO(TST 6049) FM 4474 4L{EL-18-001.12.18 12/14/2018 FM App(TST1867) FM 4474 3023340 03/20/2006 NEMO(TST 11294) FM 4474 2-CRL-18-002.04.18 05/15/2018 FM App(TST1867) FM 4474 3023458 07/18/2006 NEMO(TST 6049) Criticality 4S-CRL-18-005.11.18-R1 01/17/2019 FM App(TST1867) FM 4474 3024593 07/27/2006 NEMO(TST 6049) FM 4474 2a-CRL-19-LWWUS-01A 05/13/2019 FM App(TST1867) FM 4474 3022174 09/25/2006 NEMO(TST 6049) FM 4474 2a-CRL-19-LWWUS-02.A 01/14/2020 FM App(TST1867) FM 4474 3021235 06/01/2007 NEMO(TST 6049) FM 4474 4a-cRL-19-LSWUS-01.A 01/14/2020 FM App(TST1867) FM 4474 3026964 07/25/2007 NEMO(TST 11294) FM 4474 2-CRL-18-002.10.18-2-R1 01/23/2020 FM App(TST1867) FM 4470 3030926 08/07/2007 NEMO(TST 6049) FM 4474 4a-CRL-19-LSWU5-02A 03/05/2020 FM App(TST1867) FM 4474 3028438 08/22/2007 PRI CMT(TST5878) FM 4474 CST-016-02-01 05/04/2011 FM App(TST1867) FM 4474 3031350 09/27/2007 PRI CMT(TST5878) FM 4474 CST-016-02-01 05/05/2011 FM App(TST1867) FM 4474 3030536 10/09/2007 UL,LLC.(TST9628) UL1897 08CA15815 10/22/2008 FM App(TST1867) FM 4474 30286SS 11/09/2007 UL,LLC.(QUA9625) QA Service Confirmation 12/14/2018 PRODUCT4. DESCRIPTION: The following roof covers are mechanically attached or adhered to Approved substrates using fasteners, stress plates and adhesives,as outlined in the Limitations/Conditions of Use herein. 4.1 VersiWeld Reinforced TPO Membrane are nominal 45-mil (1.1-mm) or 60-mil (1.5-mm) thick, polyester-scrim reinforced,thermoplastic olefin(TPO)single-ply roof membranes;meets ASTM D6878-11&TAS 131. 4.2 VersiWeld Plus Reinforced TPO Membrane are nominal 72-mil(1.8-mm)or 80-mil(2.0-mm)thick,polyester-scrim reinforced,thermoplastic olefin(TPO),single-ply roof membranes; meets ASTM D6878-11&TAS 131. 4.3 VersiWeld HS Reinforced TPO Membrane are nominal 60-mil (1.5-mm) thick, polyester-scrim reinforced, thermoplastic olefin(TPO)single-ply roof membranes;meets TAS 131. 4.4 VersiFleece FIR TPO membrane is a variation of VersiWeld Reinforced TPO Membrane 60-mil(1.5 mm),but with a carbon-fiber fleece on the back side for fire-rating considerations over wood deck; meets ASTM D6878-11&TAS 131. 4.5 VersiFleece TPO 100,TPO 115 or TPO 135 membranes are nominal 45-mil (1.1-mm), 60-mil (1.5-mm) or 80-mil (2.0-mm) thick, respectively, polyester-scrim reinforced, thermoplastic olefin (TPO) single-ply roof membranes with a polyester fleece backing;meets ASTM D6878-11&TAS 131. NEMO ETC,LLC Evaluation Report C35230.11.10-R24 Certificote of Authorization t132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R24 VersiWeld TPO Single Ply Roof Systems Revision 24:06/09/2020 Page 3 of 5 ONEMO I etc. 4.6 VersiFleece AC TPO 120,AC TPO 135 or AC TPO 155 membranes are nominal 45-mil(1.1-mm),60-mil(1.5-mm)or 80-mil (2.0-mm) thick, respectively, polyester-scrim reinforced, thermoplastic olefin (TPO) single-ply roof membranes with a polyester fleece backing formulated for hot asphalt application;meets ASTM D6878-11&TAS 131. 4.7 VersiWeld QA TPO membrane is a nominal 60-mil(1.5-mm)thick,polyester-scrim reinforced,thermoplastic olefin (TPO)single-ply roof membrane laminated to an elastomeric pressure-sensitive adhesive;meets TAS 131. 4.8 VersiFleece RLTM with RapidLock Technology membranes are a variation of VersiWeld membranes, but with VELCRO® Brand Securable Solutions fleece on the back side for use with VersiCore RL or SecurShield HD RL substrates;meets ASTM D6878-11&TAS 131. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO 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 HVHZ jurisdictions. 5.3 Refer to a current LIL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016) for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3). NEW ETC,LLC Evaluation Report C35230.11.10-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R24 VersiWeld TPO Single Ply Roof Systems Revision 24:06/09/2020 Page 4 of 5 ONEMOletc. 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. For non- Versico components listed within wind uplift rated assemblies in Appendix 1,refer to the Product Approval of the component manufacturer. INSTALLATION:6. 6.1 VersiWeld TPO Single Ply Roof Systems shall be installed in accordance with Versico Roofing Systems published installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 6.2 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered by QA procedures in accordance with FAC Rule 61G20-3. QUALITY9. UL, LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com -THE 85-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report C35230.11.10-R24 Certificate of Authorization#31455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R24 VersiWeld TPO Single Ply Roof Systems Revision 24:06/09/2020 Page 5 of 5 ONEMOjetc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New,Reroof(Tear-Off) A-1 Bonded Insulation,Boned Roof Cover 5 1B Wood New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 6-7 1C Wood New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Piate-Bonded Roof Cover 7 1D Wood New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 8 1E Wood New,Reroof(Tear-Off),Recover D-3 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 8 iF Wood New,Reroof(Tear-Off),Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 9 1G Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 9 1H Wood New,Reroof(Tear-Off),Recover G Optional Insulation,Loose-Laid Roof Cover,Pressure Equalizing Vent 9 2A Steel New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 10-11 2B Steel or structural concrete New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12-19 2C Steel or structural concrete New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Base Ply,Bonded Roof Cover 20-21 2D Steel New,Reroof(Tear-Off),Recover B-2 Mech.Attached Thermal Barrier,Bonded Vapor Barrier,Bonded Insulation,Bonded Roof Cover 22-23 2E Steel or structural concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 24-32 2F Steel or structural concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Base Ply,Bonded Roof Cover 32 2G Steel New,Reroof(Tear-Off),Recover C-2 Mechanically Attached insulation,Plate-Bonded Roof Cover 33-35 2H Steel or structural concrete New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover(Stress Plates) 35-41 21 Steel or structural concrete New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 41 3A Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-54 3B Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Base Ply,Bonded Roof Cover 55 3C Structural concrete New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 56-57 31) Structural concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 58 3E Structural concrete New,Reroof(Tear-Off),Recover G Optional Insulation,Loose-Laid Roof Cover,Pressure Equalizing Vent 58 4A Lightweight concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59-61 4B Lightweight concrete New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 62 4C Lightweight concrete/steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 62-65 41) Lightweight concrete/concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 66-67 5A Cementitious wood fiber New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 68-69 5B Cementitious wood fiber New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 69 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 70-71 6B Existing gypsum Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 71 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 72-76 713 Various Recover A-1 Bonded Insulation,Bonded Base Ply,Bonded Roof Cover 77-78 7C Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 79 7D Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 80 7E Steel Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 81 7F Various Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 82 7G Various Recover F-1 Non-Insulated,Bonded Roof Cover 83 7H Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 84 8A/813 Guidance/Limitations for use of Hilt!fasteners in Type B steel deck securement beneath Versico roof systems 85 NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL34207-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 1 of 85 ONEM01letc. The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. ➢ As-tested roof cover performance in accordance with FM 4474 and TAS 114,Appendix J indicates min.22 ga.,Type B,Grade 40 steel deck at max.6 ft spans attached with 5/8-inch diameter puddle welds spaced 6"o.c.,with deck side laps secured max.24"o.c.w/YV-141"long self-tapping hex-head screws,may be used for roof assemblies over steel deck up to a maximum design pressure of-60.0 psf. This does not preclude Note 1 above. ➢ Tables 8A and 8B provide guidance/limitations associated with use of fasteners from Hilti,Inc.to secure steel decking to structural members. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: HPV Fastener with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate). Minimum 1-inch wood penetration. ➢ Steel Deck: HPV Fastener with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate). Minimum%-inch steel penetration,engage the top flute of the steel deck. ➢ Concrete Deck: MP 14-10 Concrete Fastener,CD-10 Concrete Fastener or MP Concrete Spike with HPV Insulation Fastening Plate(aka,Versico's Insulation Fastening Plate).Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type C-2(plate bonded roof cover)or Type D(mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016)using fasteners&plates from Note 2. Versico Insuitite Fastener may be used in place of HPV Fastener for preliminary attachment purposes over wood and steel deck. 6. Unless otherwise noted,insulation adhesive application rates are as follows. RIBBON or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions: ➢ Hot asphalt: FULL-coverage at 25 Ibs/square. ➢ DASH Adhesive(FULL): FULL-coverage at 1 gal./square. ➢ DASH Adhesive(RIBBON): Continuous ribbons,max.6-inch o.c. ➢ DASH Dual-Tank(DASH DT)(FULL): Continuous ribbons,max.4-inch o.c. ➢ DASH Dual-Tank(DASH DT)(RIBBON): Continuous ribbons,max.12-inch o.c. Note: When installing multiple layers of insulation, DASH Dual-Tank beads shall be placed perpendicular to those placed for attachment of the previous layer ➢ Flexible DASH(FULL): Continuous ribbons,max.4-inch o.c.or spray-applied at 1 gal./square. ➢ Flexible DASH(RIBBON): Continuous ribbons,max.12-inch o.c. ➢ Flexible DASH Dual-Tank(Flexible DASH DT)(FULL): Continuous ribbons,max.4-inch o.c.or spray-applied at 1 gal./square. ➢ Flexible DASH Dual-Tank(Flexible DASH DT)(RIBBON): Continuous ribbons,max.12-inch o.c. ➢ OlyBond 500(OB500): Continuous ribbons,max.12-inch o.c.using PaceCart,SpotShot or Canisters. Note:OlyBond 500 Green may be used where OlyBond 500 is referenced. ➢ Note: FULL applications may be used where RIBBON applications are referenced. ➢ Note: When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boards shall be staggered from layer-to-layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat stock 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 MDP listings in the tables;rather if MDP 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 drop-in for the equivalent thicker material listed in the table: ➢ DASH Adhesive or Flexible DASH: MDP -157.5 psf (Min.0.5-inch thick) ➢ OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. .MEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL14207-1124 Certificate of Authorization#3245S 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 2 of 85 ONEM01letc. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 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 analysis 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. 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 merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with AN51/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Structural Concrete Deck or Recover Applications using System Type C-2(Plate Bonded Roof Cover)or Type D(Mechanically Attached Roof Cover),the insulation is optional. Alternatively,min.0.25-inch to 0.625- inch DensDeck,DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board,min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold or min.0.5-inch DURASTORM VSH,Versico Recovery Board, H-Shield HD,VersiCore MP-H,VersiCore HD or SecurShield HD may be used as a separator board,preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 15. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 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 shall be 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. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 16. For adhered membranes stems,side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted,membrane adhesive a Iication rates are as follows: VERSICO MEMBRANE ADHESIVE COMBINATIONS MEMBRANE ADHESIVE METHOD RATE VersiWeld or VersiWeld HS VersiWeld Bonding Adhesive Contact(both sides) 60 ft'/ al VersiWeid or VersiWeld HS Aqua Base 120 Bonding Adhesive(Aqua Base 120) Contact(both sides) 120 ft'/ al VersiWeld or VersiWeld HS Low VOC Bonding Adhesive(LVOC BA) Contact(both sides) 60 ft'/ al VersiWeld or VersiWeld HS G200SA Yellow Substrate Adhesive Contact(both sides) 60 ft'/gal VersiWeld Cav-Grip 3V Adhesive/Primer(Cav-Grip 3V A/P) Contact(both sides) 110 ft'/gal VersiFleece TPO Aqua Base 120 Bonding Adhesive Wet lay(substrate) 120 f l/gal VersiFleece TPO HydroBond Water-Based Adhesive(HydroBond WB) Wet lay(substrate) 100 to 133 ft'/ al VersiFleece TPO DASH,DASH Dual-Tank(DASH DT),Flexible DASH Wet lay(substrate) RIBBON spaced as noted herein or FULL Coverage=1 gal/square or continuous ribbons,maximum 4-inch o.c. RIBBON spaced as noted herein or VersiFleece TPO Flexible DASH Dual-Tank(Flexible DASH DT) Wet lay(substrate) FULL Coverage=1 gal/square,continuous ribbons,maximum 4-inch o.c.or spatter-applied at 3.5-4.0lbs/s uare VersiFleece AC TPO Versico Cold Applied Adhesive(V-CAA) Wet la (substrate) 1.5 gal/square VersiFleece AC TPO Hot asphalt Wet lay(substrate) 25 Ibs/square VersiFleece RL TPO VELCRO•Brand Securable Solutions Only for use over VersiCore RL or SecurShield HD RL substrates. Roof cover is broomed into place and rolled with 150lb roller to establish contact. 17. For adhered membrane systems,unless otherwise noted: _NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL34207-R24 Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 3 of 85 ONEMOjetc. ➢ Reference to"VersiWeld"membrane below also includes"VersiWeld Plus"and"VersiWeld HS"; ➢ Reference to"VersiFleece TPO"includes 100,115 and 135; ➢ Reference to"VersiFleece AC TPO"includes 120,135 and 155. 18. Vapor barrier options for use over structural concrete deck followed by adhesive-applied insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A or 3B applies. VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED By ADHESIVE-APPLIED INSULATION PER TABLE 3A OR 3B: Vapor Barrier Option# Primer Type Application Insulation Adhesive MDP(psf) VB-1. 702 Primer,702 LV Primer,CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH(RIBBONS,12-inch o.c.) -157.5 VB-2. 702 Primer,702 LV Primer,CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH DT(RIBBONS,12-inch o.c.) -172.5 VB-3. 702 Primer,702 LV Primer,CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH or Flexible DASH DT(RIBBONS,6-inch o.c.) -270.0 VB-4. I CAV-GRIP Primer or Cav-Grip 3V A/P Versico 725TR Self-adhering Flexible DASH(FULL COVERAGE,1 gal/square) -427.5 VB-S. ASTM D41 SureMB 90 Base Hot-asphalt Hot asphalt at 25 Ibs/square -172.5 VB-6. ASTM D41 SureMB 90TG Base or SureMB 12OTG Base Torch-applied Hot asphalt at 25 Ibs/square -180.0 VB-7. ASTM D41 SureMB 90TG Base or 120TG Base Torch-applied Flexible DASH or Flexible DASH DT(RIBBON,12-inch o.c.) -307.5 VB-8. ASTM D41 SureMB 90TG Base or 120TG Base Torch-applied Flexible DASH or Flexible DASH DT(RIBBON,6-inch o.c.) -495.0 19. An optional air/vapor barrier of VapAir Seal MD,self-adhered to the deck or to a loose-laid FBC Approved gypsum thermal barrier,may be installed atop steel roof decks for System Types B-1,B-2,C-1,C-2,D-1 and D- 2 prior to installation of the roof assemblies noted herein. 20. The following insulations are interchangeable within the scope of this Evaluation Report: ➢ H-Shield b H-Shield NH; ➢ VersiCore MP-H VersiCore MP-H NH; ➢ H-Shield CG b H-Shield CG NH; ➢ SecurShield b SecurShield NH; ➢ H-Shield HD b H-Shield HD NH; ➢ SecurShield HD b SecurShield HD NH; ➢ H-Shield HD90 b H-Shield HD90 NH; ➢ SecurShield HD Plus b SecurShield HD Plus NH. 21. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. _NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL14207-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 4 of 85 ONEMOjetc. TABLE 1A: ... DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF . Base Insulation Layer Top Insulation Layer Attach s) Roof Cover(Notes 16&17) System Deck Vapor Attach MDP No. (Note 1) Barrier Type (Notes 6&7) (Notes 6&7)Type Membrane Application (Psfl VERSIWELD OR VERSIWELD HS MEMBRANE APPLICATIONS: 7/16-inch APA rated Min.1.5-inch VersiCore Flexible DASH or Flexible DASH or Cav-Grip 3V A/P, W-1. None MP-H,H-Shield, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT VersiWeld LVOC BA or -45.0* OSB;2 ft spans SecurShield or H-Shield CG (RIBBON) (RIBBON) VersiWeld BA Insulation:(Optional)Additional layer(s)base 7/16-inch APA rated (Optional)Min.1.5-inch Flexible DASH or Insulation Flexible DASH or Cav-Grip 3V A/P, W-2. None VersiCore MP-H,H-Shield, Flexible DASH DT Coverboard:Min.0.25-inch DensDeck Prime or Flexible DASH DT VersiWeld LVOC BA or -45.0* 058;2 ft spans SecurShield or H-Shield CG (RIBBON) SECUROCK Gypsum-Fiber Roof Board or min.0.5- (RIBBON) VersiWeld BA inch SecurShield HD or SecurShield HD Plus Min.15/32-inch APR Min.1.5-inch VersiCore Flexible DASH or Flexible DASH or Cav-G rip 3V A/P, W-3. rated COX plywood; None MP-H,H-Shield, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT VersiWeld LVOC BA or -67.5 2 ft spans SecurShield or H-Shield CG (RIBBON) (RIBBON) VersiWeld BA Insulation:(Optional)Additional layer(s)base Min.15/32-inch APR (Optional)Min.1.5-inch Flexible DASH or insulation Flexible DASH or Cav-Grip 3V A/P, W-4. rated CDX plywood; None VersiCore MP-H,H-Shield, Flexible DASH DT Coverboard:Min.0.25-inch DensDeck Prime or Flexible DASH DT VersiWeld LVOC BA or -67.5 2 ft spans SecurShield or H-Shield CG (RIBBON) SECUROCK Gypsum-Fiber Roof Board or min.0.5- (RIBBON) VersiWeld BA inch SecurShield HD or SecurShield HD Plus VERSIFLEECE TPO MEMBRANE APPUCATIONS(FULL BOND): Min.1.5-inch VersiCore Flexible DASH or Flexible DASH or Flexible DASH or W 5 7/16-inch APA rated None MP-H,H-Shield, Flexible DASH DT VersiFleece Flexible DASH DT OSB;2 ft spans (Optional)Additional layer(s)base insulation Flexible DASH DT TPO (FULL)or -45.0* SecurShield or H-Shield CG (RIBBON) (RIBBON) HydroBond W-B Insulation:(Optional)Additional layer(s)base (Optional)Min.1.5-inch Flexible DASH or insulation Flexible DASH or Flexible DASH or W 6 OSB;inch APA rated None VersiCore MP-H,H-Shield, Flexible DASH DT Coverboard:Min.0.25-inch DensDeck Prime or Flexible DASH DT VersiFleece Flexible DASH DT -45.0* OSB;2 ft spans SecurShield or H-Shield CG (RIBBON) SECUROCK Gypsum-Fiber Roof Board or min.0.5- (RIBBON) TPO (FULL)or inch SecurShield HD or SecurShield HD Plus HydroBond W-B Min.15/32-inch APR Min.1.5-inch VersiCore Flexible DASH or Flexible DASH or Flexible DASH or VersiFleece Flexible DASH DT W-7. rated CDX plywood; None MP-H,H-Shield, Flexible DASH DT (Optional)Additional layer(s)base insulation Flexible DASH DT Ver Ver (FULL)or -67.5 2 ft spans SecurShield or H-Shield CG (RIBBON) (RIBBON) TPO HydroBond W-B Insulation:(Optional)Additional layer(s)base Min.15/32-inch APR (Optional)Min.1.5-inch Flexible DASH or insulation Flexible DASH or Flexible DASH or W-8. rated CDX plywood; None VersiCore MP-H,H-Shield, Flexible DASH DT Coverboard:Min.0.25-inch DensDeck Prime or Flexible DASH DT VersiFleece Flexible DASH DT -67.5 2 ft spans SecurShield or H-Shield CG (RIBBON) SECUROCK Gypsum-Fiber Roof Board or min.0.5- (RIBBON) TPO (FULL)or inch SecurShield HD or5ecur5hield HD Plus HydroBond W B .NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL34207-R24 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 5 of 85 ONEMOletc. TABLE 113: WOOD DECKS BONDEDSYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, ROOF System Deck Top Insulation Layer Roof Cover/Adhesive MDP No. (Note 1) Base Insulation Layer Type Fasteners Attach (Notes 16&17) (psi) VERSIWELD OR VERSIWELD HS MEMBRANE APPLICATIONS: Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch SecurShield HD or Versico Insultite with SecurFast 1 per 2.0 VersiWeld/Cav-Grip 3V A/P, -30.0 W 9' or wood plank;2-ft spans any combination,loose laid SecurShield HD Plus Insulation Fastening Plate ft2 LVOC BA or VersiWeld BA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch SecurShield HD or Versico Insultite with HPV 1 per 2.0 VersiWeld/Cav-Grip 3V A/P, 37 5 W-10. or wood plank;2-ft spans any combination,loose laid SecurShield HD Plus Insulation Fastening Plate ft2 LVOC BA or VersiWeld BA W-li. Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch DensDeck Prime or Versico Insultite with HPV 1 per 4.0 VersiWeld/Cav-Grip 3V A/P, -45.0* or wood plank;2-ft spans any combination,loose laid SECUROCK Gypsum-Fiber Roof Board Insulation Fastening Plate ft2 LVOC BA or VersiWeld BA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch DensDeck Prime or Versico Insultite with HPV 1 per 2.7 VersiWeld/Cav-Grip 3V A/P, -45.0 W-12. or wood plank;2-ft spans any combination,loose laid SECUROCK Gypsum-Fiber Roof Board Insulation Fastening Plate ft2 LVOC BA or VersiWeld BA W-13. Min.23/32-inch plywood (Optional)One or more layers, Min 0.5-inch SECUROCK Gypsum-Fiber Note 2 1 per 3.2 VersiWeld/Cav-Grip 3V A/P or .45.0* any combination,loose laid Roof Board ft2LVOC BA plank plywood or (Optional)Onek any combination,more layers, Min.1.5-inch ACFoam II,VersiCore MP- 1 per 2.0 VersiWeld/Aqua Base 120,Cav- W-14. wood plan Min.1 ,loose laid ft2 Grip 3V A/P or VersiWeld BA H,H-Shield,SecurShield,H-Shield CG or Note 2 -45.0* ENRGY 3 W-15. Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5 inch DensDeck Prime Versico Insultite with HPV 1 per 2.0 VersiWeld/Cav-Grip 3V A/P, -60.0 or wood plank;2-ft spans any combination,loose laid Insulation Fastening Plate ft2 LVOC BA or VersiWeld BA W-16. Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch DensDeck Prime Versico Insultite with HPV 1 per 21.8 VersiWeld/Cav-Grip 3V A/P, -67.5 or wood plank;2-ft spans any combination,loose laid Insulation Fastening Plate ft LVOC BA or VersiWeld BA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch SECUROCK Gypsum-Fiber Versico Insultite with HPV 1 per 2.0 VersiWeld/Cav-Grip 3V A/P, -75.0 W 17. or wood plank;2-ft spans any combination,loose laid Roof Board insulation Fastening Plate ft2 LVOC BA or VersiWeld BA VERSIFLEECE TPO MEMBRANE APPLICATIONS(FULL BOND): DASH Flexible DA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch SecurShield HD or Versico Insultite with SecurFast 1 per 2.0 or Flexible DASH VersiFleece TPO/Fl Fl(FULL) A 30.0 W-18. or wood plank;2-ft spans any combination,loose laid SecurShield HD Plus Insulation Fastening Plate ft2 HydroBond W B DASH Flexible DA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch SecurShield HD or Versico Insultite with HPV 1 per 2.0 or Flexible DASH VersiFleece TPO/Fl Fl(FULL) A 37.5 W-19. or wood plank;2-ft spans any combination,loose laid SecurShield HD Plus Insulation Fastening Plate ft2 HydroBond W-B DASH Flexible DA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch DensDeck Prime or Versico Insultite with HPV 1 per 4.0 or Flexible DASH VersiFleece TPO/Fl Fl(FULL) A 45.0* W-20. or wood plank;2-ft spans any combination,loose laid SECUROCK Gypsum-Fiber Roof Board Insulation Fastening Plate ft2 HydroBond W-B DASH Flexible DA Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch DensDeck Prime or Versico Insultite with HPV 1 per 2.7 or Flexible DASH VersiFleece TPO/Fl Fl(FULL) A 45.0 W-21. or wood plank;2-ft spans any combination,loose laid SECUROCK Gypsum-Fiber Roof Board Insulation Fastening Plate ft2 HydroBond W B (Optional)One or more layers, Min 0.5-inch SECUROCK Gypsum-Fiber 1 per 3.2 VersiFleece TPO/Flexible DASH W-22. Min.23/32-inch plywood any combination,loose laid Roof Board Note 2 ft2 or Flexible DASH DT(FULL)or -45.0 HydroBond W-B NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL14207-R24 Certificate of Authorization#32455 6`"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 6 of 85 ONEMOletc. TABLE 113: WOOD DECKS SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover/Adhesive MDP No. (Note 1) Base Insulation Layer Type Fasteners Attach (Notes 16&17) (psf) VersiFleece TPO/Flexible DASH W 23 Min.0.5-inch DensDeck Prime AS Min.19/32-inch CDX plywood (Optional)One or more layers, Versico Insultite with HPV 1 per 2.0 or Flexible DH DT(FULL)or -60.0 or wood plank;2-ft spans any combination,loose laid Insulation Fastening Plate ftZ HydroBond AS Min.19/32-inch CDX plywood (Optional)One or more layers, Versico Insultite with HPV 1 per 1.8 VersiFleece TPO/Flexible DASH W-24. or wood plank;2-ft spans any combination,loose laid Min.0.5-inch DensDeck Prime Insulation Fastening Plate ft' or Flexible DASH DT(FULL)or -67.5 HydroBond W-B W 25 Min.19/32-inch CDX plywood (Optional)One or more layers, Min.0.5-inch SECUROCK Gypsum-Fiber Versico Insultite with HPV 1 per 2.0 VersiFleece TPO/Flexible DASH or Flexible DASH DT(FULL)or -75.0 or wood plank;2-ft spans any combination,loose laid Roof Board Insulation Fastening Plate ftZ HydroBond W B INSULATION,TABLE 1C: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED :• . •• COVER System Deck Attachment MDP �7 Insulation Layer Roof Cover No. (Note 1) Fasteners Density lPsfl RHINOBOND SYSTEMS: Min.15/32-inch (Optional)One or more layers,any HPV-X Fasteners and RHINOBOND 1 per 6 ft' VersiWeld or VersiWeld Plus bonded to RHINOBOND W-26. plywood or combination,loose laid Insulation Plate(TPO)or RHINOBOND (2 x 3 ft grid pattern) Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -22.5* wood plank TreadSafe Plate(TPO) with RHINOBOND tool per manufacturer's instructions. Min.15/32-inch (Optional)One or more layers,any HPV-X Fasteners and RHINOBOND 1 per 4.0 ftZ VersiWeld or VersiWeld Plus bonded to RHINOBOND W-27. plywood or combination,loose laid Insulation Plate(TPO)or RHINOBOND (2 x 2 ft grid pattern) Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -30.0 wood plank TreadSafe Plate(TPO) with RHINOBOND tool per manufacturer's instructions. Min.15/32-inch (Optional)One or more layers,any HPV-X Fasteners and RHINOBOND 1 per 4.0 ft' VersiWeld or VersiWeld Plus bonded to RHINOBOND W-28. plywood or Insulation Plate(TPO)or RHINOBOND Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -37.5* wood plank combination,loose laid TreadSafe Plate(TPO) (2 x 2 ft grid pattern) with RHINOBOND tool per manufacturer's instructions. Min.19/32-inch (Optional)One or more layers,any 1 per 6 ft HPV-X Fasteners and RHINOBOND ' VersiWeld or VersiWeld Plus bonded to RHINOBOND W-29. plywood or combination,loose laid Insulation Plate(TPO)or RHINOBOND (2 x 3 ft grid pattern) Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -45.0, wood plank TreadSafe Plate(TPO) with RHINOBOND tool per manufacturer's instructions. Min.15/32-inch (Optional)One or more layers,any HPV-X Fasteners and RHINOBOND 1 per 2.7 ft' VersiWeld or VersiWeld Plus*bonded to RHINOBOND W-30. plywood or combination,loose laid Insulation Plate(TPO)or RHINOBOND (12 parts per 4x8 ft board) Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -45.0 wood plank TreadSafe Plate(TPO) with RHINOBOND tool per manufacturer's instructions. Min.15/32-inch (Optional)One or more layers,any HPV-X Fasteners and RHINOBOND 6-inch o.c.in rows 60-inch VersiWeld or VersiWeld Plus bonded to RHINOBOND W-31. plywood or Insulation Plate(TPO)or RHINOBOND O.C. Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -60.0 combination,loose laid wood plank TreadSafe Plate(TPO) with RHINOBOND tool per manufacturer's instructions. Min.19/32-inch (Optional)One or more layers,any 1 per Z.7 ft HPV-X Fasteners and RHINOBOND 2 VersiWeld or VersiWeld Plus bonded to RHINOBOND W-32. plywood or Insulation Plate(TPO)or RHINOBOND Insulation Plate(TPO)or RHINOBOND TreadSafe Plate(TPO) -67.5 wood plank combination,loose laid TreadSafe Plate(TPO) (12 parts per 4x8 ft board) with RHINOBOND tool per manufacturer's instructions. ,NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL34207-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 7 of 85 ONEMOjetc. TABLE 11): DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER Insulation Layer(Note 14) Roof Cover MDP System Deck(Note 1) Type Attach Membrane Fasteners Fastener Lap Width Lap Seam PDf) (Note 5) Spacing Spacing Weld min.60 Min.19/32-inch CDX plywood One or more layers, VersiWeld, 114.5-inch 1.5-inch W-33. or wood plank;2 ft spans any combination Prelim.Attach mil or VersiFleece HPV-X Fasteners and HPV-X Plates 12-inch o.c. 5.5-inch O.C. outside 22.5 FIR TPO min.60 Min.19/32-inch CDX plywood One or more layers, VersiWeld, 114.5-inch 1.5-inch W-34. or wood plank;2 ft spans any combination Prelim.Attach mil or VersiFleece HPV-X Fasteners and HPV-X Plates 6-inch o.c. 5.5-inch O.C. outside -45.0 FIR TPO Min.19/32-inch CDX plywood One or more layers, Prelim.attach VersiWeld,min.60 HPV-XL Fasteners and HPV-XL Plates 12-inch o.c. 5.5-inch 90.5-inch 1.5-inch 45.0 W-35. or wood plank;2-ft spans any combination mil O.C. outside Min.19/32-inch CDX plywood One or more layers, 54.5-inch 1.5-inch W-36. or wood plank;2 ft spans any combination Prelim.attach VersiFleece FR TPO HPV-XL Fasteners and HPV-XL Plates 6-inch o.c. 5.5-inch O.C. outside 45.0 Min.19/32-inch plywood or One or more layers, HPV-X Fasteners and HPV-X Plates or 90.5-inch 1.5-inch W-37. wood plank;2-ft spans any combination Prelim.attach VersiWeld #15 Roofgrip with 2-3/8"Eyehook 6-inch o.c. 5.5-inch O.C. outside -52.5 Seam Plates(AccuSeam) HPV-X Fasteners and HPV-X Plates or W 38 Min.19/32-2-f plywood or One o more layers, Prelim.attach VersiWeld #15 Roofgrip with 2-3/8"Eyehook 6-inch o.c. 5.5-inch 66.5-inch outside -67.5 wood plank;2-ft spans any combination Seam Plates(AccuSeam) O.C. outside TABLE 1E: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-3: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(Note 1) Insulation(Note 14) Base Sheet Roof Cover MDP No. Type Attach Base Sheet Fasteners Attach Membrane Adhesive (Psf) at the 4-inch laps and 12-c. Min.19/32-inch plywood; One or more layers, Loose- Atlas Summit Synthetic Versico Insultite and 12-inch o. Self- W-39, Versico Seam inch o.c.at three,equally spaced rows VersiWeld CIA TPO -120.0 2-ft spans any combination laid Underlayment Fastening Plates in the center of the sheet. adhered ,NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for F1.14207-1124 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 02019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 8 of 85 ONEMOletc. TABLE 1F: DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE E-1: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER Thermal Barrier Roof Cover System Deck(Note 1) Fastener MDP No. Type Attach Membrane Fasteners Spacing Lap Width Lap Spacing Seam Weld (Psf) min.60- Min.19/32-inch COX plywood (Optional)Any approved Loose- VersiWeld, 114.5-inch 1.5-inch W-40. or wood plank;2 ft spans thermal barrier laid mil or VersiFleece HPV-X Fasteners and HPV-X Plates 12-inch o.c. 5.5-inch O.C. outside 22.5 FR TPO min.60 Min.19/32-inch COX plywood (Optional)Any approved Loose- VersiWeld, 114.5-inch 1.5-inch W 41. or wood plank;2 ft spans thermal barrier laid mil or VersiFleece HPV-X Fasteners and HPV-X Plates 6-inch o.c. 5.5-inch O.C. outside -45.0 FR TPO Min.19/32-inch COX plywood (Optional)Any approved Loose- VersiWeld,min.60- 1.5-inch W 42. or wood plank;2-ft spans thermal barrier laid mil HPV-XL Fasteners and HPV-XL Plates 12-inch o.c. 5.5-inch 90.5-inch o.c. outside 45.0 W 43 Min.19/32-inch CDX plywood (Optional)Any approved Loose- VersiFleece FR TPO HPV-XL Fasteners and HPV-XL Plates 6-inch o.c. 5.5-inch 54.5-inch o.c. 1.5-inch -45.0 or wood plank;2 ft spans thermal barrier laid outside HPV-X Fasteners and HPV-X Plates or c. Min.19/32-inch plywood;2-ft (Optional)Any approved Loose- VersiWeld or #15 Roofgrip with 2-3/8"Eyehook 48-inch o. 1.5-inch Wes' spans thermal barrier laid VersiFleece FR TPO Seam Plates(AccuSeam)installed 6-inch o.c. 5.5-inch (over structural outside -75.0 through wood sheathing to engage members) structural members TABLE IG: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(Note 1) Thermal Barrier Base Sheet Roof Cover MDP No. Type Attach Base Sheet Fasteners Attach Membrane Adhesive (Psfl Min.19/32-inch I (Optional)Any Atlas Summit Versico Insultite and 12-inch o.c.at the 4-inch laps and 12- plywood; Self - W-45. approved thermal Loose-laid Synthetic Versico Seam Fastening inch o.c.at three,equally spaced rows VersiWeld OA 7P0 -120.0 2-ft spans barrier Underlayment Plates in the center of the sheet. adhered TABLE 1H: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE G: OPTIONAL INSULATION,LOOSE-LAID ROOF COVER,PRESSURE EQUALIZING VENT System Deck Note 1 Roof Cover MDP No. Air Barrier Insulation Underlayment ( ) Type Attach (Psf) Min.15/32- All joints and penetrations sealed (Optional)Any fire classified roof 12-inch wide strips of polypropylene,air VacuSeal Vent installed in insulation and/or coverboard permeable filter fabric,loose laid in a VersiWeld or accordance with Versico W-46. inch,Type B-C with Verisco 725TR in accordance -97.5 plywood with Verisco requirements. combination,any thickness,loose- crossing pattern,connecting the VacuSeal VersiWeld HS instructions,spaced maximum laid with staggered joints Vents 50 ft o.c. NEMO ETC,LLC Evaluation Report C35230.11.10-R24 for FL14207-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/09/2020 ©2019,NEMO ETC,LLC VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 9 of 85