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Product Approval Menu>Product or Aoolication Search>Aeolication Lis[>Application Detail
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Johns Manville
Address/Phone/Email P.O.Box 5108
Denver,CO 80217
(303)978-4879
codes@jm.com
Authorized Signature Vanessa Indarte-van der Plaat
codes@jm.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/22/2016
Validated By John W.Knezevich,PE
q Validation Checklist-Hardcopy Received
Certificate of Independence FL1046 R7 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6164 2005
ASTM D6222 2008
ASTM D6223 2002
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
littp://www.fl ori dabuil di ng.org/pr/pr_app_dtl.aspx?paramwGE VXQwtD qudsDrIH6I48D/o... 9/15/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
1046.1 3ohns Manville APP Modified APP Modified Bitumen Roof Systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1046 R7 R 2015 04 FINAL Al ER 3M MODBIT APA FL1046-
Approved for use outside HVHZ:Yes R7.Ddf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-315 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains Evaluation Reports
to one specific assembly within the ER.Refer to the FL1046 R7 AE 2015 04 FINAL ER 3M MODBIT APP FL1046-
ER Appendix for all systems and design pressure R7.1)df
limitations.2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes
Back N
Contact Us::1940 North MonroeStreet Tallahassee Fl.32349 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CoDyriobt 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1345."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 emaiis provided may be used for official 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:
�i ii
c,uric
h 4://tivww.fl ori dabui l di ng.ora/pr/pr_app_dtl.as px?param=wGE VXQwtDqudsDrIH6I48°/a... 9/15/2015
TRINITY'ERD
TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICA11Y ATTACHED BASE SHEET,BONDED ROOF COVER
system Deck Base Sheet Roof Cover
Sitp Sheet MDP(psi)
Na
(See Note 1) Base Fasteners Attach Ply Cap
Min.19/32- (Optional)One or more layers Two plies of PermaPly 32 ga.,1-5/8-inch diameter tin caps 9-inch o.c.in 4-inch lap and 12-Inch o.c.in {Optional}
W-11 inch plywood PermaPly 28,loose laid below 28 or Ventsulation with 11 ga.annular ring shank nails two,equally spaced,staggered center rows APP-TA APP-7A 52.5
TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER
SYSTEM TYPE E. NON-INSULATED,MECHANiCALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover
Slip Sheet MDP(psf)
No. (See Note 1) Base Fasteners Attach Ply Cap
Min,19/32- (Optional)One or more layers JM APP Base,PermaPly 28, 12-inch o.c.In 4-inch lap and 18-inch o.c.in (Optional)
W-12 inch plywood PermaPly 28,loose laid below Glasbase Plus or Ventsulation See Nate 2 two,equally spaced,staggered center rows APP-TA APP-TA 45.0
W-13 Min,15/32- (Optional)One or more layers DynaFast 180 HW or High Load Fasteners and APB 18-inch o.c.within the min.min.4-inch wide, (Optional) AAP-TA -45.0`
inch PermaPly 28,loose laid DynaFast 250 HW Plates or High Load Plates heat-welded side taps. APP-TA
Min.19/32- (Optional)One or more layers Two plies of PermaPly 28 or 9-inch o.c,in 4-inch lap and 12-Inch o.c,in (Optional)
W-14 inch plywood PermaPly 28,loose laid below Ventsulation See Note 2 two,equally spaced,staggered center rows APP-TA APP-TA 52.5
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 19340.07,08-R4 for FL1046-R7
Certificate of Authorization 119503 Revision 4:04/28/201S
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 21
Flgrida Building Code Online .rage i ul
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Buj' le$i
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Prp{�u�rA.,pprvval Menu>Qrod.Ugt gLApt=t+o SeA h>Act;:ratio t,{�'.j,>Application Detail
FL# FL1046-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Johns Manville
Address,+Phone/Email P,O.Box 5108
Denver,CO 80217
(303)978-4879
codes@jm.com
Authorized Signature Vanessa Indarte•van der Plaat
codes@jm.com
Technical Representative U^s
Address/Phone/Email �t
Quality Assurance Representative
Address,/Phone,,Email
Category Roofing
Subcategory y Modified Bitumen Roof System o
F
t�
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer-
4 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expli ation Date. 10/22/2016
Validated By John W.Knezevich,PE
*,' Validation Checklist-Hardcopy Received
Certificate of Independence FL1046 97 C?I 2t)15 02_CpI tJ eminen pdf
Referenced Standard and Year(of Standard) Standard )gal:
ASTM D6164 2005
ASTM D6222 2008
ASTM D6223 7002
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
littp://,,,�tivcu.tloridabuilding.org/prlpr_app_dtl.aspx?param=xk GEV X;.Qw-tDqudsDrTH6I48... 11/111/2015
rdoge'L 01
Product Approval Method Method I Option 0
Date Submitted 04/29!2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/2312015
Summary of Products
FL 4 Model,Number or Name Description
1046.1 Johns Manville APP Modified APP Modified Bitumen Roof Systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use In HVHZ.No 1QQPTT__A-Pj11046-
Approved for use outside HVHZ:Yes
Impact Resistant:N/A Verified By:Robert Nleminen PE-59166
Design Pressure:+N;A/-315 Created by Independent Third Party:Yes
Other.1.)The design pressure noted herein pertains Evaluation Reports
to one specific assembly within the ER.Refer to the EL1046 R7 AE 2015 04 fINAI ER JM MpDBIT APP FLIO 6-
ER Appendix for all systems and design pressure 97opd-f
limitations-2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes
EE ;_N-.1t1,
CQntactu ::1940 North Morupe Phone:$50-4S7-1824
The State or Florida is an AAjEEO employer,r,�, 7-2013L!j teo(�Florida.::ELvagSm6Lment::Accessibility Statement :gefuqdctaterngat
_
Under Florida!ars,email addresses are public records.if you do not t,ant Your e-mail address released in response to a public-rOODirds request,do not-M.d
-Jectrmi,mail to this entity.Instead,contact the office by phons,or by traditioral mail.IF you have any questions,please contact 850.487,1395.`Pursuant to
Section 455,275i'l),Mrida,Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.Must provide the Department with an email address if
nev have one.The ernaft provided may be used for oKcW communication win thne firensee.Hawever email addresses are public record,If you do not ivish to
,jp*a personal address,please protide the Department with an email address wanch can be made available to this p,ubllc.To determine It you are a keutsae under
Chapter 455.F.S.,please crtti,jjgM,
Product Approval Accepts:
L�50�LEI E
bttp://k,vvN,w.floridabuilding.org/prfpi�_app dti.aspx"parani==xvGEVXQAN,,tDqudsDrIH6148,.. 11/11/2015
TRIi`IITY ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPUFr RESISTANCE
Table Deck Application Type Description Page
1A-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1A-2 pod New,Reroof(Tear-Off),Recover A-2 iviech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1B Woo New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 3
1C Wood New,Reroof(Tear-Off),Recover C Mech.Attached insulation,Bonded Roof Cover 4
1D Wood New,Reroof(Tear-Off),Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4
J 1E-1 Wood Ne eroaf(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
7V
1E-2 Wood New,Reroo ear-Off),Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
2A Steel or Conc. New,Reroof(Tear- Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded of Cover 6-10
28 Steel or Conc. New,Reroof(Tear-Off),Rec r C Mech.Attached Insulation,Bonded Roof Cover 11
2C Steel or Conc. New,Reroof(Tear-Off),Recover D Prelim.Attached insulation,Mech.Attached Base 5 ,Bonded Roof Cover 12
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13-14
3B Concrete New,Reroof(Tear-Off) Non-insulated,Bonded Roof Cover 14
4A-1 LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Ra ver 15
4A-2 LWIC New,Reroof(Tear-Off) A-2 h.Attached Anchor et,Bonded Insulation,Bonded Roof Cover 16-17
48 LWIC New,Reroof(Tear-Off) E Non-Ins ed,M .Attached Base Sheet,Bonded Roof Cover 18
SA CWF New,Reroof(Tear-Off),Recover E Non-insulat ch.Attached Base Sheet,Bonded Roof Cover 19
6A Gypsum Reroof(Tear-Off) A-1 Bond nsulation,so-n-dao Roof Cover 19
68 Gypsum Reroof(Tear-Off) E <n-Insulated,Mech.Attache se Sheet,Bonded Roof Cover 19
7 Various Recover A-1 Bonded Insulation,Bonded Roof Coy—d-120-21
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components, -attachment details pertain to'as-tested'conditions under TAS 1 ppendix t. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the AHJ.;Lo:a;d re ' once of the roof deck shall be documented through proper codified and/or FBC oval documentation.
2. Unless otherwise noted,fasteners and stress plates for Insulation hment shall be as follows. Fasteners shall be of sufficient length for the following engagemen
➢ Wood Deck: UltraFast Fasteners or All Purp asteners with UltraFast Metal Plates, Minimum 0.75-inch plywood penetration or minimum 1-inch woo lank embedment.
Y Steel Deck: UltraFast Fasteners or All P ose Fasteners with Ultra Fast Metal Plate:., Minimum 0.75-inch steel penetration and engage the top Flute of the s deck.
> Concrete Deck: All Purpose Fastener h UltraFast Meta!Plates or Siruct cone.Fasteners with Ultrafast Metal Plates(flat bottom only). Minimum 1-inch embedm Fasteners installed with a pilot
hole in accordan ith the fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may any one layer or combination of polyisocya n u rate,polystyrene,wood fiberboard,perlite,gypsum-based roof board,Invinsa Roof Board or invinsa In that meets the QA
requirements of F.A.C.Rule 61G20- d is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Unless otherwise noted,ins on 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 tructions.
D Hot asphalt(H . Full coverage at 25-30 lbs/square
➢ JM MBR ding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o.c,or full coverage at 2.0 gal/square
A JM -Part Urethane Insulation Adhesive(UTA-TWO-PART): Continuous 0.75-inch wide ribbons,12-inch o.c. Note:JM Green Two-Part Urethane insulation Adhesive may be used where UTA-TWO-PART
referenced.
Y JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
➢ 3M CR-20: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c.
➢ Note:When multiple layers(s)of insulation andjorcoverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of ane-half the ribbon spacing.
r 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 J9340.07.08-R4 for FL1046-R7
Certificate ofAuthorizotion#19503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 21
T-PJNITY I ERD
5. Unless otherwise noted,all insulations are fiat 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:
D JM Two-Part Urethane Insulation Adhesive(UtA-TWO-PART): MDP -315.0 psf (Min.0.5-inch thick)
> JM Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min.0.5-Inch thick)
> 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
5. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
7. 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 and FM LPDS 1-29.
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.
S. For assemblies where all components are fully adhered,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.
9. 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 TAS 105 or ANSI/SPRI FX-1.
10. For existing substrates In a bonded recover Installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roaf system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AW,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
11. LWIC shall be cast in accordance with FOC 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.
12. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
Johns Manvilie Roof Covers
Reference Layer Material Application
BP-AA Base GlasBase Plus,PermaPly 28 Hat asphalt at 20-40 lbs/square
(Base and Ply sheets,Asphatt-Applied) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28
BP-CA1 Base GtasBase Pius,PermaPly 28 JM MBR Cold Application Adhesive at
(Base and Ply sheets,Cold-Applied,1-part) Ply GlasPly IV,GlasPly Premier,GlasBase Pius,PermaPly 28 SS to 2.0 gat/square
APP-TA Base/Pty JM APP Base,APPeX 4S Torch applied
(APP,Torch-Appkd) Cap APPeX 4S,APPeX 4.SM,APPeX 4.5M FR,APPeX 4.SM FR CR,Trim S,Tricor M FR,Trk*r M FR CR
APP-CAS BasejPly JM APP Base JM MOR Cold Application Adhesive at
(APP,Cold-Applied,1-part) Cap Tricor M FR,Tricor M FR CR 1.5 to 2.0 gal/square
APP-CA2 Base/Ply JM APP Base JM M5R Bonding Adhesive at 1.5 to 2.0
(APP,Caid-ApOW,2-part) Cap Tricor M FR,Tricor M FR CR gal/square
13. "MDP'=Maximum Design Pressure is the result of testing for wind load resistance based an allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report J9340.07.08-R4 for FL1046-R7
Certi/kote of Authiotizotion#9503 Revision 4:04/28/201S
Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 2 of 21