HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMSFlog daBuilding Code Online gip` �gpppm Page 1 of-2
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Product Approval Menu > Product or.Aoplication Seardi.> Application Ltg > Application Detail
FL *
FL1046-RB
Application Type,
Revision
Code Version
2017
Application Status
Approved'
Comments
Archived'
Product Manufacturer
Johns Manville
Address%Phone/Email
P.O. Box 5.108
Denver; CO 80217
(303) 978-4879
codes@jm.com
Authorized Signature
Chris McBride
codes@ ini,com
Technica I' 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
era Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer orArcltitect Name who developed
Robert Nieminen
the Evaluation Report
Florida License
PE-58166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
06/23/2019
Validated By
7ofin W.,Knezevich, PE w'
;J Validation Checklist - Hardcopy Received
Certificate of Independence
FL1046 R3 COL.2017 D1 CO1 Nlemineh.pdf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D6164
2011
ASTM'D6222
2011
ASTM D6223
2011
AST14 D6509
2009
FM 4470
20.1Z
FM 4474
2011
Equivalence of Product Standards
Certified By
Sections from the Code.
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.flondabuild'ing.org/pr/pr app_dtl-aspx?param=WGEVXQWtDqudsDrM6z48%... 1/15%ZOI$
Florida Building Code Online
I
i
Product Approval Method
Date Submitted.
Date Validated
Date Pending FBC Approval
Date, Approved
Summary'of ' Produ cts
Method 1 Option D
10/1612017
10/14/2017
10/17/2017
12/12/2017
Page 2 of 2
FL*
Model, Number or Name
Description
1046.1
Johns Manville APP Modified
APP Modified Bitumen Roof Systems
Bitumen Roof'systems
Limits of Use
Approved for use in FlVHZ: No
Installation, Instructions
FL1046, R8I 2017 10 FINAL Al ER JM MODBIT APP FL1046-
R8. pdf
Verified By: Robert Nieminen PE-59166
Created"by Independent. Third Party: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-315
Other: 1.) The design pressure noted Herein pertains
to one specific assembly within the ER. Refer to the
Evaluation Reports
FL1046 R8 AE 2017 10 FINAL ER JM MODBIT APP FL1046-
RS:odf
Created'by Indepen dent Third Party: Yes"
ER• Appendix for all "systems and design pressure
limitations. 2.) Refer to ERSection,5for'Umits'ofUse.
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TRINITY,}•ERa
APPENDIX`1:/1TiACRMENT REQU,IREMEN75 FOR WIND UPLIFT RESISTANGf4 -
Table Deck Application Type DescriptionPage
1A 1 Wood New, Reroof (Tear -Off) A-2 Mech', Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1A-2 Wood New; Reroof (Tear -Oft), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1B Wood New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top -insulation, Bonded Roof Cover 4 -
1C Wood. New, Reroof (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 5
Wood New, Reroof (Tear -Off), Recover - D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 5
lE 1 Ch7oodr New Reroof{Tear-Off} E Non -Insulated Mech Attached Base Sheet- Bonded'Roof Cover. 6
Wood New, Reroof {Tear -Off), Recover E Non -Insulated, Mech. Attached ease Sheet, Bonded Roof Cover 6 _
.2A Steel or Structural concrete New,. Reroof (Tear -Off), Recover B Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover, 7-11 -
2B Steel or Structural concrete New, Reroof (Tear -Off), Recover C Mech, Attached Insulation, Bonded Roof Cover 12
2C Steel or Structural concrete New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 13
3A Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 14-15
3B Structural concrete New,: Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 15
4A-1 LWIC New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 16.
4A-2 LWIC New, Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 17-18
0 LWIC New,. Reroof (Tear -Off) E , Non -insulated,. Mech, Attached Base Sheet, Bonded Roof Cover 19
SA CWF NeW, Reroof,(Tear-Off)} Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20
6A: Gypsum ' Reroof (Tear -Off)' A-1 Banded Insulation, Bonded Roof Cover 20
6B Gypsum Reroof (Tear -Off)' E Non -insulated, Mech, Attached . Base, Sheet, Bonded Roof Cover 20
7 various Recover A-1 Bonded Insulation, Bonded Roof Cover 21-22
The following notes'apply to the systems outlined herefn:
1. The roof.system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of.the Authority Having Jurisdiction. Wind 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:
S Wood Deck:. Ultra Fast Fasteners or All Purpose Fasteners with Ultra Fast Metal Plates. Minimum 0,75Anch,plywood penetration or minimum 14nch wood.plank embedment.
> Steel Deck: - UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
> Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Struct conc, Fasteners with UltraFast Metal Plates (flat bottom only), 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 polyisacyanurate, polystyrene, wood fiberboard, perlite, gypsum -based .roof board, Invinsa Roof Board, or lnvinsa Foam 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, or installed below the,rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet fasteners are installedthrough the LWIC to'engage the structural steel or concrete deck. The structural deck shall be of equator 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 ofthe roof deck shall be documented through proper codified
and/or FBC Approval documentation,
5. Preliminary insulation attachment for System Type D: Refer to Section.2:210.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
Exterior Research and -Design, LLC rI/p(a Iflnn}iItKU - ilfAtiQhRepDf f4-Q•a7.�6-RS DFFk1614�• _. _
Certfcate ofAuthoriwtion #9503 6" EDITION (2017.) FBC NON-HVHZEVALUATION Revisions: 10/14/2017
Prepared by; Robert �Nieminen, PIE-59166 Johns Manville APP Modified Bitumen Roof Systems; (330) 978-4879. Appendix 1, Page 1 of 22
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 asphalt (HA): Full coverage at 25-30 Ibs/square
• JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-inch wide ribbons, 12-inch o.c. or full coverage at 2.0 gal/square
3 JM Two -Part Urethane Insulation Adhesive (UTA-TWO-PART): Continuous 0.75-inch wide ribbons,.12-inch o.c. Note. J14 Green Two -Part Urethane insulation Adhesive maybe used .where UTA-TWO-PART is.
referenced.
JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c,
t 3M CR-20: Continuous 2.5 to 3.5-inch ribbons, 12-inch ux,
i Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, adhesive ribbons shaUbe staggered from layer-to-fayera distance _of one=half the ribbon spdcing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted; all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed 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:
Jlvl Two -Part Urethane Insulation Adhesive (UTA-TWO-PART): MDP .315.O psf (Min. 0.5-Inch thick)
5JMRoofingSystemUrethane.Adhesive(RSUA): MDP-157,5.psf (Min,0.5-inch'th..ick)
31M CR-20'- MDP-117.5. psf '(Min. 1.0-inch thick)
B. Bonded. polyisocyanurate 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 WD1; FM. Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet.1-29 (January 2016).for Zone 2/3 enhancements,
10: For risemblies where all.components are fully adhered, the maximum.design pressure for the.:se'lected assembly shall meet or exceed critical design pressure determined In'actordance 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 -With drawai 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 AN51/.SPRI FX-1 or Testing Application Standard TAS 105.
12. Forexisting substrates in a bonded recover.or re -roof installation, the existing roof surface or existing deck shall be examined for compatibilityand 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. Alternatively, an FBC Approved coverboard 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.
14. Lightweight insulating concrete (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. 'Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum" design mix shall be 300 psi, in all cases, th'e.minimum top-
coat thickness is`2-inches. For LWIC over structural concrete, reference.is made to FBCSection 1917.4.1, Point 1,
Certificate of Authorization #9503 67" EDITION (2017) FBC NON-HVHZ EvALUATiON Revislon 5: 10/14/2017
Prepared by: Robert Nieminen, PE-59166 Johns Manville APP Modifted Bitumen Roof Systems;.(336) 979-4879 Appendix 1,, Page 2 of 22
TR1N1 # ERD
— ON oa:REROOF-(TeAR'Oo F)..
TABLE 1E 1r,WOOD DECKS` ;:NEW CONSTRUCTION
SYSTEM TYAE.E: NON -INSULATED, MECHANIC ATTACHE€113ASE SHEET; i3ONDED ROOF COVER
;.
System
Deck'.
Base Sheet
Roof Cover (Note 15)
MDP (psf)
Base
Fasteners
Attach
Ply
Cap
No;
(Note 1)
Slip Sheet
IliMin. 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)
APP TA
52:5
I1Ifinch
plywood
PermaPly 28, loose laid below
28 or Ventsulation
with 11 ga. annular ring shank nails
two, equally spaced, staggered center rows
APP-TA
TABLE'lE2.N1oODDECKS—NEWCONSTRUCTION;REROOF'(TEAROFF)oIYRECOVER
,. ,
SVSTEMTYPE'E: NON-INSULATED,MECHANICALLY,ATTACFIEDBASESHEET;. BONDED ROOF '
.System
Deea
Base'Sheet
Roof Cover
(Note '15)
MDP (psf)
Base
Fasteners
Attach
Ply
Cap.
No.
(Note 1)
Slip Sheet.
Min 19/32-
(Optional) One or more layers
JM APP Base, PermaPly 28,
Note 2
12-Inch o.c, in 4-Inch lap and 18-Inch o.c. in
(Optional)
APP-TA
-45,0"
W-12
Inch plywood
PermaPly 28, loose laid below
Glasbase Plus or Ventsulation
two, equally spaced, staggered center rows
APP-TA
Min. 15/32-
(Optional) One or more layers
Dyna Fast 180 HW or,
High Load Fasteners and APB
'18-inch o.c, within the min. min. 4-inch wide,
(Optional)
APP TA
45i0"
W-13
inch
PermaPly.28, too se.laid
DynaFast 250 HW.
Plates or High Load Plates
heat -welded side laps,
APP-TA'
Min.'19/32-
(Optional) One or more layers
Two plies of PermaPly 28 or
,- -
Note 2
9-Inch o.c, In 4-Inch lap and 12-inch o.cc in
(Optional)
APP=TA
52,5
W-14
inch plywood.
PermaPly 28, loose laid below
Ventsulation
two; equally spaced, staggered center rows
APP=TA
Certificate of A'uihoTizdtion fi9503 0 EDITION (2017)FBC NON-HVHZ EVALUATION Revision 5: 10/14/2017
Prepared,by: Robert Nieminen,, PE=59166 -Johns Manville APP Modified Bitumen Roof Systems; (336) 978-4879 Apperkdi.x 1, Page 6 of 22