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x } a4 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
oodes@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
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida Ucense PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/22/2016
Validated By John W.Knezevich,PE
J Validation Checklist-Hardcopy Received
Certificate of Independence FL1046 R7 COI 2015 01 COI Nieminen.ndf
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
http://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDqudsDrIH6I48`/o... 9/15/2015
Florida Building Code Online , Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 0 4/2 912 0 15
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 Johns Manville APP Modified APP Modified Bitumen Roof Systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1046 R7 11 2015 04 FINAL Al ER JM MOD BTi APP FL1046-
Approved for use outside HVHZ:Yes R7.odf
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 JM MODBrr APP FL1046-
ER Appendix for all systems and design pressure R7.odf
limitations.2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes
Back N®
Contact Us::1940 North 14onrce Street.Tallahassee FL 32329 Phone:850.487-1824
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Product Approval Accepts:
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TRINITY f ERD
TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION oft REROO.F(TEAR-OFF)
SYSTEM TYPE E. NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Slip Sheet Roof Cover
No. (See Note 1) Base Fasteners Attach Ply ADP 4611
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)
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-TA -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
No. (See Note 1) Slip Sheet Roof Cover
Base Fasteners Attach My cap MDP(psn
W-12 Min.19/32- (Optional)One or more layers JM APP Base,PermaPly 28, See Note 2 12-kxh o.c.In 4-inch lap and 18-inch o.c.In (Optional) APP-TA -45.0•
inch plywood PermaPly 28,loose laid below Glasbase Plus or Ventsulation two,a uaA spaced,staggered
q y aced p center rows APP-TA
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)
inch PermaPly 28,loose laid DynaFast 250 HW Plates or High Load Plates heat-welded side laps. APP-TA APP-TA 45.00
W-14 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 (Options!) APP-TA -52.5
Inch plywood PermaPly 28,loose laid below Ventsulation See Note 2 two,equally spaced,staggered center rows APP-TA
Exterior Research and Design,LLC,d/b/a Trinity)ERD Evaluation Report 19340.07.08-R4 for F1.3046-117
Certiffcote of Authorization#9503 Revlsion 4:04/28/2015
Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 5 of 21