HomeMy WebLinkAboutProduct Approval DESIGN CRITERIA
DE516N PER THE FLORIDA BUILDIN6 GODS,5TH EDITION (2014)
a a
DE516N GRITERIA PER A5GE 7
ULTIMATE WIND 5PEED REGION,Alt)......................110 MPH
NOMINAL WIND SPEED REGION,V(asd).....................132 MPH
WIND BORNE DEBRI5 REGION
ENGL05ED 5TRUGTURE I '
BUILDIN6 HEIGHT < 15 FT
ROOF PITGH FLAT<70
R15K GATEGORY , II
INTERNAL PRE55L RE GOEFF. ±0.18
EXPOSURE G (D I2
HE16HT d EXP05URE GOEFF. 121
END ZONE 15 WITHIN A 015TANGE OF
(a) = 5 FT FROM 13UILDIN6 GORNER5.
FASTENER SCHEDULE @ SIDE LAPS a
ZONE OB16N ALLOWABLE FA5TENER 5PAGIN6
PRE55URE5 PRE55URE5 ® 510E LAP5
1 -35 -b0 b" O.G.
2 -60 -b0 bn O.G.
3 -Sq -q0 1 4" O.G.
CALCULATIONS FOR JM TPO SINGLE PLY ROOF COVER OVER .INSULATION BOARD
ON WOOD DECKS, SYSTEM W-2 (FL PRODUCT APPROVAL FL11475-R6 DATED 4/30/15)
A) KNOWN#OF FA5TENER5 = UNKNOWN#OF FA5TENER5
MAX. DE516N PRE55L RE ELEVATED DE516N PRE55URE
B) FA5TEN ROOF GOVER WITH HIGH LOAD FA5TENER5 WITH HIGH LOAD PLATE5
G) KNOWN #OF FA5TENER5 PER 10 LIN. FT. = 20 (b" O.G. ® THE bit 510E LAP)
MAX.0E5I6N PRE55URE = -60 P5F A5 PER FL PRODUCT APPROVAL
ZONE 1 & 2
FA5TENER5 5HALL BE 5PAGED ® b" O.G. IN 51DE LAPS
ZONE 3
FA5TENER5 5HALL BE 5PAGED ® 4" O.G. IN 51DE LAP5 EQUIV TO 30 FA5TENER5 PER 10 LIN FT.
20 = X
b0 Sq _
X = 2q.7 FA5TENER5 ALLOWABLE UPLIFT-q0 P5F> REOV-&q P5F
i.
MIC: .nI,E.�'.E�'^ ,
FLORIDA REG.#47520
-
m % JOB ISSUE DATE:
NAME:
AME FIBERGLASS SUPPLY DEPOT 11-12-15
This drawing and design as shown is
" ENGINEERING INC JOB NO.' the property of ML Engineering,Inc.
2550 NORTH US HWY 1 15-238 Reproduction and/or use of this drawing
{ COIISUI}Iflg$fTUCtUT01 Engineer - or any content therein,without express
2030 37th Avenue FT. PIERCE, FLORIDA DRAWN BY: CHECKED BY: consent or permission of this company
TR M L is prohibited.may constitute an Infringe
m -
i<Yera Beach,Florida 32960 enti and may be subject to legal action
lane:772'569.1257 Fox:772.5694041 Tom'CALLS FOR ROOF ATTACHMENT SHEET NO: SK-1 of l SHEET by ML Engingaring, Inc_
4.
I5 ape—00
~ OR RESEARCH&DESIGN,I.E.C.
Certificate of Authorization#9503
F R' 353 Christian Street
j ' ERD
Oxford,CT 06478
�. PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
d
Johns Manville Corporation 6 Evaluation Report J9340.10.08-R6
71717 th StreetP.O. Box 5108 F1.11475-116
Denver,CO 80217 Date_ of Issuance:10/16/2008
Revision 6:04/30/2015
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 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: JM TPO Single Ply Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the namitd client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3,plus a 23-page Appendix.
Prepared by:
•+. wR The facsimile seal appearing was authorized b Robert Nieminen,
Robert J.M.Nieminen P.E. '''Fs,' . g y
Nieminen, t'.�`�dv:y'Vit.:Fyi��' P.E.on OAJ30J2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 ` """" document.signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design, LLC.d/b/a Trinity ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen,P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD 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.
c�
TRINTY`E D
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Single Ply Roof Systems
Compliance Statement: JM TPO Single Ply Roof Systems, as produced by Johns Manville Corporation, have demonstrated
compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.13.2 Physical Properties ASTM D6878 2008
1523.6.2 Wind TAS 114 2011
3. REFERENCES:
Knifty Examination Reference Date
ACRC,LLC(TST4671) TAS 114 14-044 12/05/2014
ERD(TST 6049) FM 4470/TAS 114 2009.J30820SC 11/19/2009
ERD(TST 6049) FM 4470/4474 SC4910.02.14 02/10/2014
FM(TST 1867) FM 4470 3009502 12/21/2000
FM(TST 1867) FM 4470 3014692 08/05/2003
FM(TST 1867) FM 4470/4474 3023458 07/18/2006
FM(TST 1867) FM 4470/4474 3025881 08/09/2006
FM(TST 1867) FM 4470/4474 3031917 02/20/2008
FM(TST 1867) FM 4470/4474 3030383 05/13/2008
FM(TST 1867) FM 4470/4474 3030259 06/02/2008
FM(TST 1867) FM 4470/4474 3032235 06/27/2008
FM(TST 1867) FM 4470/4474 1000004339 07/08/2008
FM(TST 1867) FM 4470/4474 3033700 10/10/2008
FM(TST 1867) FM 4470/4474 3034810 09/10/2009
FM(TST 1867) FM 4470/4474 3035538 10/02/2009
FM(TST 1867) FM 4470/4474 3036559 10/02/2009
FM(TST 1867) FM 4470/4474 3036842 10/02/2009
FM(TST 1867) FM 4470/4474 3037110 10/02/2009
FM(TST 1867) FM 4470/4474 3037540 10/20/2010
FM(TST 1867) FM 4470/4474 3043824 04/06/2012
FM(TST 1867) FM 4470/4474 3044716 10/19/2012
FM(TST 1867) FM 4470/4474 3046174 04/03/2013
FM(TST 1867) FM 4470/4474 3051609 08/24/2014
FM(TST 1867) FM 4470/4474 3053026 01/20/2015
MTI(TST 2508) Physical Properties RX14C8A 09/15/2008
MTI(TST 2508) Physical Properties RX10A8A 03/29/2010
MTI(TST 2508) Physical Properties RX10A8B 03/29/2010
PRI(TST5878) FM 4470/4474 JMC-163-02-01 09/06/2013
PRI(TST 5878) ' FM 4470/4474 JMC-193-02-01 04/01/2014
PRI(TST 5878) FM 4470/4474 JMC-193-02-OIA 04/28/2014
UL LLC(QUA 9625) Quality Control R10167,Service Confirmation Exp.10/22/2016
4. PRODUCT DESCRIPTION:
The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress plates and
adhesives,as outlined in the Limitations/Conditions of Use herein.
➢ JM TPO 45,JM TPO 60,JM TPO 72 and JM TPO 80 are a nominal 45-mil(1.1 mm),60-mil(1.5 mm),72-mil(1.8 mm)or 80-mil
(2.0 mm)thick,polyester scrim reinforced,thermoplastic polyolefin,single-ply roof membranes.
➢ JM TPO FB 100,JM TPO FB 115 and JM TPO FB 135 are a nominal 100-mil (1.1 mm), 115-mil (1.5 mm)or 135-mil(2.0 mm)
thick,polyester scrim reinforced,thermoplastic polyolefin,single-ply roof membranes with a fleece backing.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD 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:
Exterior Research and Design,I.I.C. Evaluation Report 19340.04.08-R6
Certificate ofAuthorizotion 119503 FL11475-R6
Revision 6:04/30/2015
Page 2 of 3
t t((t��^^''Rpf� 7
TRINTY
i {LRD
5.2 This Evaluation Report is not for use in HVHZ.
5.3 Refer to a current 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 or 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 AHJ. 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 1510.
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 RAS 117, RAS 137,FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an
asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 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 TAS 105 or ANSI/SPRI FX-1.
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 ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or 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 AHJ,as documented through field
uplift testing in accordance with ASTM E907,FM LPDS 1-52 or 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 RAS 111,except the basic wind speed shall be determined
from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 JM TPO shall be installed in accordance with Johns Manville 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 pressures.
6.3 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 named QA entity for manufacturing facilities covered by FAC Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC-QUA9625;(414)248-6409;karen.buchmann@us.uLcom
-THE 23-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report.19340.04.08-116
Certificate of Authorization 119503 FL11475-116
Revision 6:04/30/2015
Page 3 of 3
r
TRINEERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
lA Wood New,Reroof(Tear-Off),Recover C Mechanically Attached Insulation,Bonded Roof Cover 3
1B Wood New,Reroof(Tear-Off),Recover D Insulated,Mechanically Attached Roof Cover 3
2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mechanically Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 4-5
213-1 Steel or Conc. New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 6-8
28-1 Steel or Conc. New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded or Strip-Bonded Roof Cover 9
2C Steel or Conc. New,Reroof(Tear-Off),Recover D Insulated,Mechanically Attached Roof Cover 10-11
3A-1 Concrete New,Reroof(Tear-Off) A-1a Bonded Insulation,Bonded Roof Cover 12-15
3A-2 Concrete New,Reroof(Tear-Off) A-lb Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 16-17
4A-1 LWIC New,Reroof(Tear-Off) F LWC to Deck,Bonded Roof Cover 18 :I
4A-2 LWIC New,Reroof(Tear-Off) F Vapor Barrier to Deck,LWC to Vapor Barrier,Bonded Roof Cover 18
5A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 19
6A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 20-21
6B Various Recover Over Existing Metal Roof C-2 Mech.Attached Insulation,Plate-Bonded Roof Cover 22
6C Various Recover Over Existing Metal Roof D Insulated,Mechanically Attached Roof Cover 23
6D Various Recover F Non-Insulated,Bonded Roof Cover 23
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 AHI. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
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:
➢ Steel Deck: ' UltraFast#12 or#14 with UltraFast 3 in.Round Metal Plates or UltraFast Square Recessed Metal Plates. Minimum%-inch steel penetration,engage the top flute of the steel deck.
➢ Concrete Deck: UltraFast#14 with UltraFast 3 in. Round Metal Plates or UltraFast Square Recessed Metal Plates or JM Structural Concrete Deck Fasteners and Plates. 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,wood fiberboard,perlite or gypsum-based coverboard 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 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 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 AHJ. 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=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board.
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[HA]: Full coverage at 25 lbs/sq.
➢ JM Two-Part Urethane Insulation Adhesive[U[A-TWO-PART]: Continuous 0.75-inch ribbons, 12-inch o.c. Note:JM Green Two-Part Urethane Insulation Adhesive may be used where UTA-TWO-PART is
referenced
➢ JM Roofing System Urethane Adhesive(JM-RSUA): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
➢ MBR Bonding Adhesive[MBR-BA] . Continuous 0.75-inch ribbons,12-inch o.c.
➢ JM One-Step Foamable Adhesive[JM-OSFA]: Continuous 0.75-inch ribbons,12-inch o.c.
➢ ) 3M CR-20[CR-20]: Continuous 2%:to 3'/:-inch ribbons,12-inch o.c.
➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
➢ 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
Exterior Research and Design,LLC.d/b/a Trinity I ERD, Evaluation Report F9340.10.08-R6 for FL11475-R6
Certificate of Authorization/#9503 Revision 6:04/20/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page..of 23
T It ED
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:
> JM Two-Part Urethane Insulation Adhesive[UTA-TWO-PART]: MDP: -315.0 psf (Min.0.5-inch thick)
> JM Roofing System Urethane Adhesive(JM RSUA): MDP -157.5 psf (Min.0.5-inch thick)
> JM One-Step Foamable Adhesive[JM-OSFA]: MDP: -157.5 psf (Min.0.5-inch thick)
> 3M CR-20[CR-20]: MDP:' -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanu rate 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 RAS 117, FM LPDS 1-29 and
ANSI/SPRI WD1. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 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 shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
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 AHJ,as documented through field uplifttesting in accordance with ASTM E907,FM LPDS 1-52,
ANSI/SPRI IA-1 or 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 Recover Applications using System Type D,the insulation is optional. Alternatively,Invinsa Roof Board, DensDeck, DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board may be used as a separator board,
preliminarily attached prior to roof cover installation. The existing roof system shall be suitable for a recover application.
15. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
16. For adhered membrane systems,side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Adhesive application rates are as follows:
Membrane Adhesive Method Rate
JM TPO JM TPO Membrane Adhesive(Solvent Based)[JM TPO MA-SB] Contact(both sides) 1.67 gal/square(Y.applied to substrate and Y.applied to membrane)
JM TPO JM TPO Membrane Adhesive(Low VOC)[JM TPO MA-LVOC] Contact(both sides) 1.67 gal/square(Y�applied to substrate and Y:applied to membrane) }
JM TPO JM TPO Low VOC Membrane Adhesive[JM TPO Low-VOC MA] Contact(both sides) 1.1 gal/square(Y.applied to substrate and Y:applied to.membrane)
JM TPO TACC FA-141 Contact(both sides) 1.67 gal/square(%applied to substrate and''/:applied to membrane)
JM TPO JM TPO Membrane Adhesive(Water Based)[JM TPO MA-WB] Wet lay(substrate) 0.83 to 1 gal/square
Invinsa Roof Board: 0.56-0.71 gal/square
JM TPO JM TPO Water Based Membrane Adheisve[JM TPO WBMA] Contact(both sides) SECUROCK Gypsum-Fiber Roof Board: 0.59-0.77 ga/square
ENRGY 3,ValuTherm: 0.63-0.83 gal/square
JM TPO FB JM TPO Membrane Adhesive(Water Based)[JM TPO MA-WB] Wet lay(substrate) 0.83 to 1 gal/square
Invinsa Roof Board: 0.56-0.71 gal/square
1M TPO FB JM TPO Water Based Membrane Adheisve[JM TPO WBMA] Wet lay(substrate) SECUROCK Gypsum-Fiber Roof Board: 0.59-0.77 ga/square
ENRGY 3,ValuTherm: 0.63-0.83 gal/square
JM TPO FB JM Roofing System Urethane Adheisve(JM-RSUA) I Wet lay(substrate) 0.5 to 0.75-inch wide ribbons spaced as noted in tables herein.
17. "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.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report F9340.10.08-R6 for FL11475-R6
Certificate of Authorization 119503 Revision 6:04/3[)/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Paget of 23
� ED
' r
TABLE 1A: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
SystemTop Insulation Layer Roof Cover
No. Deck(See Note 1) Base Insulation Layer MDP(psf)
Type Fasteners Attach Type Attach
W-1 Min.23/32-inch plywood or One or more layers,any combination, Min.7/16-inch OSB See Note 2 1 per 2 ftZ JM TPO FB 100,115 JM TPO MA-WB -45.0*
wood plank at max 24"spans loose laid or 135
TABLE 1B: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER
SYSTEM TYPED: INSULATED,MECHANICALLY ATTACHED ROOF COVER
System Insulation Roof Cover
Deck(See Note 1) MDP(psf)
No. Type Attach Membrane Fasteners Attach
Min.19/32"plywood at max.24"spans One or more layers, Prelim. JM TPO 451"60,72 or 80 High Load Fasteners with 6-inch o.c.within 6-inch wide laps spaced 90-inch 60.0
with blocking at unsupported joints any combination attached (8 ft sheet) High Load Plates o.c. Laps sealed with 1.5-inch heat weld outside lap
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report F9340.10.08-R6 for FL11475-R6
Certificate of Authorization#9503 Revision 6:04/30/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page of 23
a
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
0 QTRRINITY�ERD � 353 Christian Street,Unit 13
Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Johns Manville Corporation Evaluation Report J9340.07.08-1-RS
P.O.Box 5108 FL4205-R8
Denver,CO 80217 Date of Issuance:07/16/2008
Revision 5:04/28/2015
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 products described herein have been evaluated for compliance with
the 5th Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: Johns Manville Roof Insulation Boards
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinityJERD 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 "TRINiTYIERD 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 3.
Prepared by:
1y:
�4;. Thefacimilieseala
Robert J.M.Nieminen,P.E. +,3�:w`,'�=��* ppearing was authorized by Robert Nieminen,P.E.
^�j„ on 04/28/2015.This does not serve as an electronically signed
Florida Reg%Stratlan NO.59166,Florida DCA ANE1983 X,—',���"I" t`� document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in
any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a TrinityJERD 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 Trinity IERD 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.
``\ 1
l.
QOTRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Insulation
Compliance Statement: Johns Manville Roof Insulation, as produced by Johns Manville Corporation, has demonstrated
compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2: STANDARDS:
Section Property Standard Year
1508.1,2603.3(3),2603.4.1.5 Internal Fire FM 4450 1989
T1508.2 Physical Properties ASTM C728 2005
T1508.2 Physical Properties ASTM C1289 2008
2603.3 Flame Spread ASTM E84 2009
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 00252.10.02 10/31/2002
ERD(TST6049) Physical Properties 00251.10.02 11/04/2002
ERD(TST6049) Physical Properties 10681.04.06-R1 05/17/2006
FM Approvals(TST1867) FM 4450 1J4A3.AM 04/11/1985
FM Approvals(TST1867) FM 4450 OK4A9.AM 10/11/1985
FM Approvals(TST1867) FM 4450 3004299 03/21/2000
FM Approvals(TST1867) ASTM E84 3023546 11/04/2005
FM Approvals(TST1867) FM 4450 3034810 09/10/2009
PRI(TST5878) ASTM C728 JMC-104-02-01 01/11/2013
Miami-Dade(CER1592) HVHZ Compliance 14-1015.08 01/15/2015
UL LLC(QUA9625) Quality Control Service Confirmation Exp.10/22/2016
4. PRODUCT DESCRIPTION:
The following insulations are mechanically attached or adhered to Approved substrates using fasteners, stress plates and
adhesives,as outlined in the Roof System Product Approval.
➢ ENRGY 3®, ISO 3' and ValuTherm are rigid roof insulation composed of a closed cell polyisocya nu rate foam core bonded
between two fiber glass reinforced facers meeting ASTM C1289,Type II,Class 1,Grade 2. Available in flat stock or tapered
boards.
➢ ENRGY 3®25 PSI and ValuTherm 25 PSI are rigid roof insulation composed of a closed cell po lyisocya nu rate foam core bonded
between two fiber glass reinforced facers meeting ASTM C1289,Type 11, Class 1, Grade 3. Available in flat stock or tapered
boards.
➢ ENRGY 3®Plus is a rigid roof insulation composed of a closed cell polyisocya nu rate foam core bonded in the foaming process
to Y2"thick high-density wood fiberboard on one side and a fiber-reinforced facer on the other meeting ASTM C1289,Type IV.
Available in flat stock or tapered boards.
➢ Fesco Foam®is a rigid roof insulation composed of a closed cell po lyisocya nu rate foam core bonded in the foaming process to
Fesco Laminator Board on one side and a fiber-reinforced facer on the other meeting ASTM C1289,Type 111. Available in flat
stock or tapered boards.
➢ DuraFoam®is a rigid roof insulation composed of a closed cell po lyisocya nu rate foam core bonded in the foaming process to
Dura Board®on one side and a fiber-reinforced facer on the other. Available in flat stock or tapered boards.
➢ InvinsaFoam®is a rigid roof insulation composed of a closed cell polyisocya nu rate foam core bonded in the foaming process
to lnvinsaTM Roof Board on one side and a fiber-reinforced facer on the other meeting TAS 110. Available in flat stock or
tapered boards.
➢ Nailboard®is a rigid roof insulation composed of a closed cell po lyisocya nu rate foam core bonded in the foaming process to
7/16"or 5/8"oriented strand board(OSB)one side and a universal glass-reinforced facer on the other meeting ASTM C1289,
Type V.
Exterior Research and Design,LLC. Evaluation Report J9340.07.08-1-RS
Certificate of Authorization#9503 FL4205-118
Revision S:04/28/2015
Page 2 of 3
> � s
� `TRINITY I E�®
➢ Vented Nailboard® is a rigid roof insulation composed of a closed cell polyisocyanurate foam core attached with spacers to
7/16"or 5/8"oriented strand board(OSB)one side and a universal glass-reinforced facer on the other meeting ASTM C1289,
Type V.
➢ Fesco®Board and Fesco®Board HD are homogenous insulation boards,composed of expanded perlite,blended with selected
binders and fibers meeting ASTM C728. The top surface is sealed with TopLoc®coating to prevent excessive absorption of
asphalt during the installation process. Available in flat stock or tapered boards.
➢ DuraBoard® Roof Insulation is a high-density, low-thermal rigid insulation board, composed primarily of expanded perlite
with reinforcing cellulosic fibers and selected binders meeting ASTM C728.
➢ %"Retro-Fit'Board is a high-density board composed of expanded perlite and cellulosic fibers meeting AS MI C728. The top
surface is sealed with TopLoc®coating for use in bituminous applications.
➢ RetroPlusYm Roof Board is a high-density board composed of expanded perlite and cellulosic fibers meeting ASTM C728. The
top surface is sealed with TopLoc®coating for use in bituminous applications.
➢ InvinsaTM Roof Board and Invinsa—FR Roof Board are high-density polyisocyan u rate bonded to mineral-surfaced,fiber glass
reinforced facers meeting ASTM C1289,Type II,Class 2.
5. WiTATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD 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 Roof assemblies are approved under specific roof cover Product Approvals.
5.4 Refer to roof system Product Approval for use and installation of Johns Manville Roof Insulation Boards. If a Johns
Manville Roof Insulation Board is not listed in the roof system Product Approval,a request may be made to the AHJ for
approval provided that internal fire,external fire and wind uplift resistance of the roof assembly are addressed through
testing by an accredited testing facility.
5.5 Use of fully-adhered hot bituminous membrane roof systems atop polyisocya nu rate insulation boards requires use of a
coverboard atop the insulation.
5.6 The maximum size for bonded applications of polyisocya nu rate boards is 4 x 4 ft.
5.7 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3.
6. INSTALLATION:
Johns Manville Roof Insulation Boards shall be installed in accordance with Johns Manville Corporation published installation
instructions,coupled with attachment requirements set forth in the roof system Product Approval documentation.
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 named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com
END OF EVALUATION REPORT
Exterior Research and Design,U.C. Evaluation Report J9340.07.08-1-RS
Certificate of Authorization#9503 FL4205-R8
Revision S:04/28/2015
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