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Product.Apororal Menu>Pmduct or Aor Appltc i nn Search>Qppllsatlon Us t>Application Detail
FL# FL27499-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived i
Product Manufacturer Dynamic Metals
Address/Phone/Email 3201 SE Dominica Terace
Stuart,FL 34997
(772)872-8030
Juan@dynamicmeta1.net A'1W COPY
Authorized Signature Lara Jesus 0, I
Juan@dynamicmetal.net
0*
�/�_;7,�Qn
Technical Representative VI�(E(�`��J/;D F �
Address/Phone/Email C PLIC
CODE
Quality Assurance Representative �®�� UNTY
Address/Phone/Email o��® JBOCC
�
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Wolters
Evaluation Report
Florida License PE-62354
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2026
Validated By Lucas A.Turner,P.E., MBA
Validation Checklist-Hardcopy Received
Certificate of Independence FL27499 R1 CM Dy CO
Referenced Standard and Year(of Standard) Standard Year
TAS 100 1995
TAS 110 2003
TAS 125 2003
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floddabuilging.org/pr/pr app dU.aspx?param=wGEVXQwtDquHOE2Ywe%2bOsCepABg3%2bkM6B4KrS3X7m7RLNDTre(o2fv7QaQ%3d%... 1!4
1013 012019 Florida Building CQde Onlino
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL27492 RI 11 2t4SA18i Zilqf
Approved for use outside HVHZ:Yes Verified By:Scott Wolters 62354
Impact Resistant:N/A Created by Independent Third Party:Yes
Dqslgn Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use, FL27J99 R1 4E DM EvallS. df
I Created by Independent'--Third Party:Yes
27499.16 OM Class 2000 2"Mechanical Seam 24 Ga.galvalume coated steel roof panel,18"wide,with 2"
standing seams.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL 99 a4 .11.gMS18UZ.p&
Approved for use outside HVHZ.Yes Verified By.Scott Wolters-62354
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure,N/A Evaluation Reports
Other:Please see EYal report for Limits of Use. FI27199 Rj AE OM EvalMgd
2e499,17 DM Class 500 5V Crimp 26 4,gatvaiume coated steel roof panel,24'wide,with SV
crimp.
_L1mjInstallation ns�.c UsQ
Approved for use in HVHZ;Yes EL27199 R1 �j Zj:5.pd
Approved for use outside HVHZ-Yes Verified By:Scott Walters 62354
Impact Resistant;N/A Created by Independent Third Party:Yes
Design Pressure.N/A Evaluation Reports
Other:Please see Eval report for Limits of Use. FL27499 R1 ag DM Eva(17.odf
Created by Independent Thirc!Party:Yes
17499.18 DM Class SOU 5V Crimp .032"Aluminum roof panel,24"wide,with 5V Crimp
2MI11—of*use Installation*Instructions
AppIlFeved for use In HVHZ:Yes FL27129 RI 11 SY8L.Izd
Approved for use outside HVHZ.Yes Verified By: Scott Wolters 62354
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure;N/A Evaluation Reports
Other:Please see Eval report for Limits of Use F1-27Q�RI AE DM ENnalMpdf
Created by Independent Third Party:Yes
gonoot Us::ZWJ3]olr Stone RoeG,Tallahassee FL 32399 Phong:8$0-487-1824
The State of Florida is an AA/ECO employer.CoU.rIght 2QQ7-2Q12�4 to of Florida.::Privacy Statement::Accessibility Statement::Refund Stateplient
Under Florida law,email addresses are public records.If you do not went your e-mall address released in response to a pubric-records request,do not sand electronic
mail to this entity,Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487,1395.*Pursuant to Section 455,275(1),
Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for offklal communication with the licensee,However email addresses are public record.If you do not wish to supply a personal address,please
Provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
https://www.floridabuilding.org/pr/pr_app_dti.espx?param=wGEVXQwt0quHOE2Ywe*/*2bOsCepABq3%2bkM6B4KrS3X7m7RLNDTr%2fv7QaQ�/`3d`/`.., 4/4
WOLTERS ENOINEERING
ENGINEERING,DRAFTING,CONSULTING
16211970,Road N
West Palm Beach,FL 33412
PhTx:(561)225-1982
PRODUCT gVALUATION
(FOR HVHZ APPROVED PRODUCT)
PRODUCT: DM CLASS 500 26 GA. GALVALUME 5V CRIMP 24"WIDE
ROOF PANEL (FLPA#27499.17)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH,FL 33411
To all concerned,
The DM Class 500 Series 26 Ga,Galvalume 5V Crimp 24"Wide Roof Panel,manufactured by Dynamic
Metals LLC,is a non-structural galvalume coated Fluropon painted steel roof panel(50 ksi min)that meets the
requirements of Sections 1507.4 and 1518.9 of the 611h Edition (2017)Florida Building Code. The panel has been
tested per TAS 100 and TAS 126 by Intertek with results shown in test reports G3443.38460-44 and H2686,02-
450-44, and per TAS 110 by PRI Construction Materials Technologies,with results shown in test reports VLS-004-
02-01 and VLS-005-02-01.
Technical Documentation:
1; Drawing"5VS-HZ"dated 8/15/19,signed and sealed by Scoff Wolters, PE,
2. Test Reports listed above by Architectural Testing, Inc.signed and sealed by Vinu Abraham, PE, and
by PRI Construction Materials Technologies,signed and sealed by Zachary R Priest,PE.
3. Supplemental Calculations to support'6VS-HZ"drawing,signed and sealed by Scott Wolters, PE.
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61G20-3.005
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
requirements of the 6th Edition(2017)Florida Building Code generally,and chapter 15 specifically,including the
HVHZ provisions,
Limitations: This panel is approved for use inside and outside of the HVHZ.
Overall Limitations: Maximum Panel Width: 24" (nominal)
Fastener Spacing across panel: IT (at Overlaps&Center Rib)
Min, Slope: HVHZ: 2717
Non-HVHZ: Y2712"(with Lap Sealant)
3"/12" (no Lap Sealant)
5PE61AJN6 IN WPACf e5l5fANf-CLRfAjNWA-L5,%MrPONT5. &WINPN5
Field Perimeter&Comer
Installation Installation
Max,Design Pressure: -117.75 psf -206 psf
Fastener Spacin2: 4"From Ends, 16"Max. O.C. 4"From Ends, 8"Max. O.C.
Min Panel Fasteners: #10x1 Y?HiLo HWH Screw #10x1 Y2"HiLo HWH Screw
with Weather-seal Washer with Weather-seal Washer
Fire Barrier: Where required by code,install an approved fire barrier.Refer to a current
fire directory listing for fire ratings of this roofing system assembly as well
as the location of the fire barrier within the assembly. (See note#2 below)
Note: Outside of the HVHZ, V round plastic caps may be used to prevent
galvanic reactions.
Underlayment: Minimum ASTM D 226 Type 11 with 4"overlaps and 6"end-laps,anchored
with 12 Ga,x I Y4'galvanized roof nails with 32 Ga.Tin caps spaced 6"
O.C.in rows at the perimeter, at overlaps,and two intermediate rows
staggered and spaced 12"O.C.
(or)
Any underlayment with a valid FLPA or Miami-Dade NOA
Note: Outside of the HVHZ, I"round plastic caps may be used to prevent
galvanic reactions.
Minimum Substrate: Y2 (15/32"min)4-ply CDX Plywood,nailed to 2x rafters spaced 24'max.
O.C.with 8d ring-shank nails spaced 4"O.C.
Other Limitations: 1, Roof slope must meet requirements of FISC Sections 1507.4.2 or
1515.2.
2. Fire classification is not a part of this evaluation. Refer to a current
Approved Roofing Materials Directory for fire ratings of this product.
3. Design of substrate is by others and is not a part of this evaluation.
4. Rational analysis,provided by a Florida licensed Architect/Engineer
per FAS 61 G20.3,005(e),may be used for project specific approval by
the local authorities having jurisdiction,
5. All panels shall be permanently labeled with the manfacturer's name
and/or logo,and the following statement,"Dynamic Metals
FL#27499.17, DM Class 500".
5P�CKIZIK16 IN IMPACT P,�515fANf CL KAINO/A[15,5f0&F,0Nr5,&WINPCW5
Panel Forming: These panels may be jobsite roll formed with the.following Dynamic Metals machines, per
approval of 3rd party QA provider,to the dimensions shown,on Drawing 5V8-HZ-
SSQ-68006.17 SSQ-5150216 SSQ-6810617
SSQ-669051 7 a-4-4560615 SM86151 11.8
5VC-0490718 5VC-0360516 6-VC-0521218
Re-Roofing: The DIVI Class.500,Series 26 Ga.Galvalu me.5V Crimp
24"Wide Roof Panel
may be installed over a:single layer of existing-asphalt shingles,provide the.existing roof
meets the requirements of Section 15*21 (HVHZ)or Section 1511.(outside of HVHZ)of the
Florida BUIlding Code.
if you have any questions or need more information concerning this approval please contact me.
Thank you, WAW)11-111,Nt
04
S".i,-'*C ENS
No 62,35,4
*wft W/o*ers
FL PE# 62354
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AUG 16 2019
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DM CLASS 500 5V. CRIMP 2 " WIDE J1 # � ,
26 GA GALVALUME.ROOF PANEL (HVHZ)
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Certificate ofxomoxzamm#3245s
3G3Christian Street, Unit#13
Qxford,CT0G478
-- (2O3)262-9245
NewportENGINEER EVALUATE TEsT CQNSULT CERTIFY
Polyglass USA,Inc. Evaluation Report P9290.02.08-R22
1111 West Drive .----' --.
Deerfield Beach,FL 33442 Date ofIssuance:O2/12/20Ou
(954)233-1230 Revision 22.04/11/2019
Scorc;
This Evaluation Report is issued under Rule G1GZO-3and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nleminen,
P.E. for use of the product under the Florida 8N\d!ng Code. The product described herein has been evaluated for
compliance with the 6th Edition(2b17)Florida Building Code sections noted herein,
DoamIPnom: Po|yg|amoSBS and APP Modified Bitumen Roof Systems
Lxssuws; Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CownwueoCooxpuAwqx: ThbEva|umbonRepnrtbva|idunti|xuuht|meevthenammdpn/duct(o)chanAeo,thereferencod
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Anceptanceof
this Evaluation Report by the named client constitutes agreement to notify Robert Nierninen,P.E,of any changes to the
produc1(o),the Quality Assurance orthe production facility|ocat|pn(s). NEK4Q Ieto. requires acomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle,
�
ADVERTISEMENT: The Evaluation Report number preceded bythe words "NEK8O Ietc �^u^ piayedin
advertising literature. |fonypo�lanoftheEva|uat|onRupo�|sd|sp|ayod,thanItshaU�le one����� its Y.
INSPECTION:Upon request,acopy ofthis entire Evaluation Report shall beprovided tothe user bythe manufact r
Its distributors and shall boavailable for inspection at the job site at the request of th 8 1 1 f * �6((
This Evaluation Report consists nfpages lthrough 4,'plus o69-pageAppendix.
1w
Prepared by: ~ ~--
| CODE COMPLIANCE OMDAWCE
� �° ~ -0E COUNTY
Robert}.M.Nfenn;won,P.E. nmm�m�w� ����authorized4'«�°*
Florida Registration� No59166,Florida mcAAm� ��n
9o� ��������� m/om " E.on---'���
���doesoot serve as""
o���"��"k�edam"me�
��mmn�m�nnp|wo��mm���
I. 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 Itevaluates.
z. N[w1oE7C,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 N|nm|nen,P.[.does not have,nor will acquire,a financial Interest>nany other entity Involved|nthe approval process ofthe
product.
S. This Is abuilding code evaluation. Neither wpx0oETC,LLC nor Robert Nieminen,P.E.are,In any way,the Designer of Record for any
project vnwhich this Evaluation Report,or previous versions thereof,Is/was used for permitting or design guidance unless retained
specifically for that purpose,
|
�
ONEmoletc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems,as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 61h 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.
•oVIM
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or
:
Se tfon::... ::�.::.:�,;:,:,::: :.�:::..:P�r ert :::::;.�.lp
•.�:•::�: .:•..:.:�;::StandaY... . ................................, . ..
1504.3,1 Wind FM 4474 2011
1504.3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507.11.2 Physicals ASTM D6162 2008
1507.11.2 Physicals ASTM D6163 2008
1507.11.2 Physicals ASTM D6164 2011
1507.11.2 Physicals ASTM D6222 2011
1507,11.2 Physicals ASTM D6509 2009
1191111 ''il IZ11:111,11 III! mom
:. :....:z......
..::::•::•;..:.. .:.......-- :::::•:•:....::.•Ent::�,::,•.;:".:-:'::E'aiiy:.
:=�'::;;:':�;;=Refe1`Pnce::`�:;` :i`:;': `ate� ;;•:::;::....
_Entity.:,;�::��'::=�;:EXam..,.. _;..:�� :::::.:.::.:..:I�gfe . :: .:.. .�::• ......... ..::•...:.-._--.—,—...._...:... . :
ERD(TS )T6049) Physicals P10490,10.08-2 10/30/2008 FM(Ts-risi W 4470 2D5A9.AM 06/22/1999
ERD(TST6049) FM 4470/4474 P13760,09.09 09/10/2009 FM(TST1867) FM 4470 3006646 01/04/2000
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3001334 01/25/2000
ERD(TST6049) FM 4470/4474 P30540.11.09•R1 11/30/2009 FM(TST1867) FM 4470 3001334 02/15/2000
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 447D 3000857 01/12/2000
ERD(TST6049) Physicals P33960.12,10 12/30/2010 FM(TST1867) FM 4470 3004091 01/12/2000
ERD(7576049) FM 4470/4474 P33970,03.11 03/15/2011 FM(7571867) FM 4470 3006115 05/02/2001
ERD(TST6049) Physicals P37590,03.13.3A 03/06/2013 FM(TST1867) FM 4470 3012321 07/29/2002
ERD(TST6049) FM 4470/4474 1.13 03/04/2013 FM(TST1867) FM 4470 3014692 08/05/2003
ERD(TST6049) Physicals P37590,03.13-1•R1 06/26/2013 FM(TST1867) FM 4470 3014751 08/27/2003
ERD(7576049) Physicals P37590.03.13.2-R1 07/01/2013 FM(TST1867) FM 4470 3007170 01/13/2004
ERD(7576049) Physicals P37590,07.13-2 07/01/2013 FM(TS71867) FM 4470 3019317 06/30/2004
ERD(TST6049) Physicals P37590.03.13.5-R1 07/01/2013 FM(TST1867) FM 4470 3020703 07/30/2004
ERD(TST6049) Physicals P37590.07.13.1 '07/02/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 PM(TST1867) FM 4470/4474 3023368 03/20/2006
ERD(TST6049) Physicals P45940,09.13 09/04/2013 FM(TS71867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P44370.10,13 10/04/2013 FM(TST1867) FM 4470/4474 3023458 07/18/2006
ERD(TST6049) Physicals P39520,09.14-2 09/11/2014 FM(TST1867) FM 4470/4474 3030668 09/12/2007
ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERP(TST6049) Physicals P454405C,03.15.1 03/31/2015 FM(TST1867) FM 4470/4474 3049631 04/21/2014
ERD(TST6049) Physicals SC5170.05.15 05/08/2015 FM(TST1867) FM 4470/4474 3057029 02/02/2017
ERD(TST61349) FM 4474 SC8085.05.15 05/19/2015 #EMO(TST6049) Criticality 45-PLYG-18-001.06.18 06/23/2018
ERD(TST6049) Physicals SC5170,12.15 12/29/2015 NEW(TST6049) FM 4474 4L-PLYG-18.003.08.18 08/21/2018
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/7016 NEMO(TST6049) Criticality 4S-PLYG-18-001.10.18 10/03/2018
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05,16-1 '05/17/2016 #EMO(TST6049) FM 4474 41.•PLYC,18-00341,18 11/28/2018
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 Ni(TST6049) FM 4474 41.•PLYG-18-003.0119 01/11/2019
ERD(TST6049) FM 4470/4474 PLYG-SC1o815,07.16-R1 09/23/2016 Ni(7576049) FM 4474 41.-PLYG-118-003.04,19-A 04/08/2019
ERD(TST6049) 11697 PLYG-SC12025.10.16 10/12/2016 PRI(TSTS878) Physicals PUSA-062-02.01 12/04/2007
ERD(TST6049) FM 4470/4474 PLYG-SC11475.15 11/17/2016 PRI(TST5878) Physicals PUSA-061.02-02 01/28/2008
ERD(TST5049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 PRI(TSTS878) Physicals PUSA-064-02-02 02/27/2008
ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 PRI(TSTS878) Physicals PUSA-062-02-02 12/04/2008
ERD(TST11294) FM 4470/4474 PLYG-M13945.05.17-1 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017
ERD(TST11294) FM 4470/4474 PLYG-Crl.13945.05,17-3 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017
ERD(TST6049) FM 4470/4474 PLY6•SC13945,05.17 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017
ERD(T5T6049) FM 4470/4474 PLYG-SC15760,09.17 09/11/2017 PRI(TSTS878) TAS 114 PUSA-202-02-01 05/17/2017
FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017
FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 11(Ci HVHZ Various i Various
FM(TST1867) FM 4470 200AO.AM 12/23/1998 M-D(CER1592) Prop,for Rev. 10-0823 10/12/2010
UL(QUA9625) Quality Control Service Confirm 09/13/2018
NEMO ETC,LLC Evaluation Report P9290.02.08•11122
Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION F1.1654-11124
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 22;04/11/2019
Page 2 of 4
ONEMOletc.
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations/ Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
_ '0 OOIr 0• '0
e
:.
'•R
Rfe�eri�ir' ,'Grad�:;s�.:<' >:y.�e°;.:•
Polyglass G2 Base ASTM D4601 N/A 11
Base Sheets Polyflex SA Base ASTM D4601 N/A II
Polyglass Base ASTM D6509 N/A h!/A
Elastoshield HT ASTM D6162 S III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 5 1
Elastoflex SA V ASTM D6163,Table 2 S 1
Elastoflex SA V FR ASTM D6163,Table 2 S I
SBS Membranes Elastoflex SA V Plus'• ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase P ASTM D6164 S I
Elastoflex S6 ASTM D6164 S I
Elastoflex S6 HP ASTM 1)6164 S H
Elastoflex V G ASPM D6163 G I
Elastoflex V G FR ASTM D6163 G I
Elastoflex S6 G ASTM D6164 G I
Elastoflex 56 G FR T ASTM D6164 G i
Polyfresko G SBS ASTM D6164 G I
Polyfresko G SBS FR ASTM D6164 G I
SSS Membranes Elastoshleld TS G ASTM D6164 G 1
Elastoshield TS G FR ASTM D6164 G I
Elastoflex SA P ASTM 06164 G I
Elastoflex SA P FR ASTM D6164 G I
Polyreflect ASTM D6164 S I
Polyflex ASTM D6222 S I
Polyflex G ASTM D6222 G i
Polyflex G FR ASTM D6222 G I
Polyfresko G ASTM 06222 G I
Polyfresko G FR ASTM D6222 G I
APP Membranes Polybond ASTM D6222 S I
Pol bond G _. ASTM D6222 G I
Polyflex SA P ASTM D6222 G I
Polyflex SA P FR ASTM D6222 G 1
Polyfresko G SA ASTM D6222 G I
Polykool ASTM 06222 S 1
•
5.1 This is a building code evaluation, Neither MEMO ETC,LLC!�RrRobert 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 FBC HVHZ jurisdictions.
5.3 Refer to a current Approved 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.
NEMO ETC,LLC • Evaluation Report P9290.02.08-1122
Certificate ofAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.1654-1124
Polyglass Modified Bitumen Roof Systems;(954)233.1330 Revision 22:04111/2029
Page 3 of 4
I
ONEM01eft.
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 1311.
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 WDi, 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 26. No rational analysis is
permitted forthese 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(l),1609.3(2)or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance In accordance with FAC Rule 61GZ0-3.
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc, 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.
' o
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product,
OWN. I
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 CIA requirements
o11110111,11111
,
UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE 69-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report P9290.02.08-R22
Certllkate of Authorization#32455 B7H EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R24
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 22.04/11/2019
Page 4 of 4
NNEMOjetc,
TABLE pE ;
.. I7C ... c.: ,.-,.;.•:.... .':.:APP.LIFAT[ON_.. i:'7Y�E�'.:
:'QFSCRIP710• - p'
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
1B Wood New or Reroof(Tear-Off) A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9-
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1D Wood New,Reroof(Tear-Off)or Recover 8 Mech.Attached Base insulation,Bonded Top insulation,Bonded Roof Cover 12
IE Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14
IF Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover I5-18
1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22
SH Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Lover 23-28
11 Wood New orReroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29 -
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top insulation,Bonded Roof Cover 30-32
26 Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39
2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50
38 Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 59
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 51-53
48 lightweight concrete New or Reroof(Tear-" A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54
4C Lightweight concrete New or Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58 _
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59
58 Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61
50 Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 61
SE Cementitlous wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Rool"Cover fit
6A Existing gypsum Reroof(Tear-Tiff) A-1 Bonded Insulation,Bonded Roof Cover 62-64
68 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64
6C Existing gypsum Reroof(fear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 .
6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64
7A various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69
76 Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69
The foilowine notes apply to the systems outlined herein,
L 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.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢Steel- Minimum 0.75-inch penetration and engage the top flute of the steel deck.
D Structural concrete: Minimum 1-inch embedment Into pilot hole in accordance with fastener manufacturer's published installation instructions.
NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654-RZ4
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix i,Page 1 of 69
ONEmoletc.
3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyarturate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof 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 maybe substituted for rigid Insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet
fasteners are installed through the LW IC 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 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.
S. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 22.10.1.3 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.
➢ Hot asphatt(HA): Full coverage at 25-30 lbs/square.
>Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,13-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-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch a.c.(PaceCart or SpotShot). Nate:OlyBond Green may be used where 01yBond 500 is referenced.
9 OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive&Sealants Polyset CR-20: Continuous 25-3.5-inch wide ribbons,12-inch o.c.
D Note: When multiple layers(s)of insulation andjor coverboard are installed in ribbon-applied adhesive,board joints shall be staggered
➢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-stockbr taper board of the minimum thickness noted. Tapered polyisocyanurate at the'foilowing thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. in no case shall these values be used to'increaW the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed fora 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:
➢ MillenniumOne Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick)
>OMG OlyBond 500(013500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢OMG Oly8ond 500(013500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.54nch thick ACFoam 11)
➢ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick)
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 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 WDl,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 fully bonded assemblies,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
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
MEMO ETC,LLC Evaluation Report P9290;02.08-R22 for Ft1654-R24
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polygiass Modred Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 2 of 69
(NNEMOjetc.
14. 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. Unless otherwise noted,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 Mlami-Dade BCCO f 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.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
•. •es s'
REF£RENtE.::'-::::.::.. ;•`• GAYER' .- i::•:--:::'• c -t' '.:::.::
. .... .... ......... .. MATEfUAC,i
`:APPGiCATlQfd
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type 11 Hot Asphalt at 20 44
(Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI
Asphalt-Applied) Note: Asphalt-rrpptFedsheetsorinsulation shall not beapplied fapaty-}ifrrrsurfaced membranes. lbs/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.S-2.0
SBS-CAl Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,FJastoshield TSG Elastoshield TS
Cap Ply G FR,Polyfresko G S13S f sand-backed),Polyfresko G SBS FR(sand-backed) y gal/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polypius 35 at 1.5-2.0
SBS-CA2 Elastoflex V G,Elastoflex V G FR,Elastoflex SG,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Eiastoshield TS G,Elastoshleid TS
Cap Fly G FR,Polyfresko G 5135(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
$ase Ply,or Ply ,One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Eiastoflex V Elastoflex S6,Elastoflex
SBS-AA 56 HP,Elastoshield HT Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap ply Elastoflex V Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex SG-G,Elastoflex S6 G'FR,Elastoshield TS G, ibs/square
Elastoshleid TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note: Asphaft-opplied sheets or insulation shall not be applied to poly-film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies•'clastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
(SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,EtastotlexS6 GTR,Elastoshield TS G, Torch-Appiied
Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastaflex SA V Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering(SBS,Self-Adhering) Note. Urdess otherwise noted,permissible membrane substrates for SBS-SA are limited to the SB5-SA ease Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0
gal/square
APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Poi bond
(APP,Torch-Applied) Cap Ply Polyflex,Poiyflex G,Polyflex G FR,Polybond,Polybond'G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Po kool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poi)sand)or Elastobase(polylpoly)
NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for PL3654-RZ4
Certificate of Authorization 432455 6"`EDITION(2017)FBC NON-HV14Z EVALUATION Revision 22:'04/11/2019
Prepared by: Robert Nieminen,PE-59166 Potyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 69
ONEMOjetc.
16, Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP'listings below vs.those in Table 3A
applies:
- VAPOR R i ti�'•.
-..
.:.. #. .• ". .:, . .... .• ON APHFSIV�`.';'':��:.}��•; �'",i:``';�:.'�'::'::��.Itil{OP..`(PSf)
,... . . ,... .. '..,..:,i:" TYPE;.'.• :'ATTACH' _
VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,1-2-inch o.c. -60.0
VB-2- PG100 Poiygiass Base Torch-applied Inti Stik or CR-20,12-Inch o.c. -75.0
VB-3. PG100 Elastoflex SA P Self-Adhering insta-Stik,12-inch o.c. -75.0
VB-4. PG100 Elastoflex SA P Seff-Adhering Millennium One Step Foamable Adhesive,12-inch o,c -157:5
VB-5. PG100 Elastoflex SA P Self-Adhering CR-ZQ 12dnch o.c. -270.0
VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0
Plus,Elastoflex-SA V Plus FR Adhesive,OlyBond S00 or CR-20,12-inch o.c.
17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polygiass and KM.Coatings roof coatings'for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
Op#onji5urfang;::`::'::.:.• klorid l:EradUcf 'paaiai%r'c.':::''•.
SURF-1. PG300 Fibered Roof Coating FL10291
SURE-2. PG600 Non-Fibered Aluminum Roof Coating FL10291
SURF-3. PG650 Fibered Aluminum Roof Coating FL10291
SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291
SURF-S. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291
SURF-6. PG800 Asphalt Emulsion Roof Coating FU0291
SURF-7. Pal Sus 60 Premium Nan-Fibered Aluminum Roof Coating FL10291
SURF-8. Polypius 65 Premium Fibered Aluminum Roof Coating FL10291
SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291
SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291
SURF-11. Polybrite 71 HS FL10291
SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291
SURF-13. Polybrite 95 Silicone Roof Coating FL10291
SURF-14. KM Acryl 15 FL27409
SURF-15. KM Acryl 15 CLS FL27409
SURF-16. KIN Acryl 25 FL27409
SURF-17. KM Acryl 25 QS FL27409
SURF-18. KM Acryl 40 HS FL27409
SURF-19, KM Acryl 85 FL77409
SURF-20- KM PS#250 FL27409
SURF-21. KM PS4220 FL27409 "
18. "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 P9290.0108-R22for FL1654-RZ4
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 69
.....:.:::
______U_( NEM0jetc.
,
eas":Sheet":::..:..
S ern• . ...... ... .. .... .. .. ...........:.:•;,.
.. Yst.. . .... _. .. ... ......... .. . .... ..... ..... -
• ,.... .. Deck Nate-1... .. ... .... .. :. .... ..... ..... . . ...
{ .. .
oe
;. :Fasten
YP - :�l►ttach'.:'
APA rated,7/16 CAT, Simplex MARX Cap 0-4181n.,Exposure 1 8-inch o.c.at min.3-inch lap and 8-inch o.c.at
Elastobase( oly SBS-SA,APP-SA,SBS-
W-128 OSB or min.15/32" pfilm top) Note:A?AXXCops are to Be primed with PG24O or three(3),equally spaced,staggered center SBS-SA TA,APP TA
APA rated plywood ASTM D41 primer rows
W-129 Min.19/32-Inch Eiastobase,Elastobase P 32 ga.,1-S184nch diameter tin caps with 11 ga.annular Bee(o.c.at min.44nch spaced,lap an 8-inch o.c center at 58S-SA 565 SAAPP-SA £p,0
, SBS
plywood (posy-film top) ring shank nails rows TA,APP-TA
Min.19/32-inch Elastobase,Elastobase P 32 ga,-1-5/8-inch diameter tin caps with it ga.annular 84nch o.c,at min.4-inch lap and 8-inch o.c.at
W-130 three(3),plywood (poly-film top) ring shank nails ( ) equally spaced,staggered center Polyflex SA Base ARP-TA -60:0
rows
W-131 Min.19/32-inch Elastobase,Elastobase P 32 ga,1-5/8-inch diameter tin caps with 11 ga.annular 4-inch o.c.at min.4-inch lap and 4-inch o.c,at SSI SSS-SA,APP-5A,58S- -97.5
plywood (poly-film top) ring shank nails. four(4),equally spaced,staggered center rows TA,APP-TA
W-132 Min,19/32-inch Elastobase,Elastobase P 32 ga,1-518-inch diameter tin caps with it ga.annular 4-Inch o.c.at min,flinch lap and 4-inch o.c.at Polyflex SA Base APP-TA -97.5
plywood (poly-film top) ring shank nails. four(4),equally spaced,staggered center rows
32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular Elastaflex SA s,
In.19/32-inch Elasto Elastobase P 6-inch o.c.at min,4-Inch lap and 6-inch o.c.at SBS-SA,APP-SA, 112.5
�W-'331ywood ringshanknails. Nate: n caps are to be primed with Ea o ex SA VPlus(poly-film tap p6Y00 crASTM D41 primer. four(4),equally spaced,staggered center rows FR APP-TA
32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular
W-134Min.19132-inch Elastobase,Elastobase P tin shank nails. Nate:Tin ca are to be primed with 6-inch o.c,at min.4-inch lap and 6-inch o.a at
plywood (poly-film top) g P four(4),equally spaced,staggered center rows Polyflex SA Base APP-TA -112.5
PG100orASTM D41 primer.
NEMO ETC,LLC Evaluation Report P9290.02:08-R22for FL165441:24
Certificate of Authorization#32455 6ai EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2-2.04/11/2029
Prepared by: Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 22 of 69