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Owner S't"eUem :§L,KEiZ Date ` Z41z617
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NEW ROOF RE-ROOF_ RECOVERING, . REPAIR AREA "Fmig rLE BUILT UP ROOF PLAN COPY.-
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ZONE B @ h=30 = X = PSFx0.6= -69. a=�'-oI`x, ''o '�`�r � �' ��� an
MAX DES '"
IGN PRESSURE PER NOA 3.2. ° A `+ ,i v
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DECK TYPE PLYwr7O0 THICKNESS f Y132��
BASE SHEET?i5A0.,,cht_; 2 g NO.OF PLIES L AT�+ qa •.k L
FASTENERS BONDING /l cra A-&*S:AAtAK
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: ¢
Fleld "oc @Lap,N.Rows 2, @ 17— "oc Perimeter: 9 "oc @Lap,k Rows z @ I Z "oc Corner. 7 "oc@Lap,#Rows @ a"oc} r�• ='a'
INSULATION BASE LAYER TYPE '' SIZE I
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/OR.BONDING MATERIAL
NUMBER OF FA_STENERS PER INSULATION BOARD:. Field Perimeter Corner ,
PLY SHEET . i — NO.OF PLIES TYPE OF FASTENERS/BONDING
TOP PLY A k7-.►.& _ NO.OF PLIES _ 1- TYPE OF FASTENERS/BONDING io iZ�pi-I e D
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL1046-R7i
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived p
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
O 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 06/23/2019
Validated By John W. Knezevich, PE
9 Validation Checklist-Hardcopy Received
Certificate of Independence FL1046 R7 COI 2015 01 COI Nieminen.Ddf
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
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; 'Johns Manville APP Modified' APP Modified Bitumen Roof_Systems;
;Bitumen Roof Systemsi
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI 1046 R7 II 2015 04 FINAL Al ER JM MODBIT APP FL1046-
Approved for use outside HVHZ:Yes $_7.Ldf
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 to Evaluation Reports
one specific assembly within the ER. Refer to the ER FL1046 R7 AE 2015 04 FINAL ER JM MODBIT APP FL1046-
Appendix for all systems and design pressure limitations. R7.Ddf
2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes
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TRINIIY:1ERD
'APPEN[)IX��T:ATTACHMENT REQUIREMENTS"FOR�WIND•UPLIFT 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' Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1B Wood 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
i �1E-1; 1Nood; ,N6w_,_R6ro6f(Tear-0ff)) iE, ,Non-Insulated,M cF—Attached Base Sheet,Bonded Roof Cover ISj
1E-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-10
2B Steel or Conc. New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 11
2C Steel or Conc. New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13-14
313 Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14
4A-1 LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15
4A-2 LWIC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18
5A CWF New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 19
613 Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover 20-21
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components;deck-attachment details pertain to'as-tested'conditions under TAS 114,Appendix J. 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.
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:
➢ Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch 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.
➢ Concrete Deck: 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 polyisocyanu rate,polystyrene,wood fiberboard,perlite,gypsum-based roof board,Invinsa Roof Board or Invinsa 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. 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 manufacturers 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
➢ JM Two-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 is
referenced.
➢ 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 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(ERD Evaluation Report J9340.07.08-R4 for FL1046-R7
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 pP g
Appendix 1,Page 1 of 21
QOTRIN" IWI.ERD
S. 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(RSUA): MDP -157.5 psf (Min.0.5-inch thick)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
6. Bonded polyisocyanu rate 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 o�exceed`tfie Zone 1 deesign pressure determined in accordance with FBC
Chapter 161 and Zones 2 and 3 shall employ an attachment density designed by a qualifieddesign professional to resist the^eleva_ted pres`_sure,criteria.-Commonly_used methods are RAS 117 and FI_VI LPDS 1-2
r mtionsst forth in Section2.2.1_5_3 a of-F—M LPDS--1--2-9-for Z—o_e 2-/3_e_nhancements.
)Assemblies markd withana -carya e
8. 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 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,ANSI/SPRI IA-1 or TAS 124.
11. 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.
12. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
J6hn_s'Mariwile Roof Covers.
Reference n Layer Material Application
BP-AA Base GlasBase Plus,PermaPly 28
Hot asphalt at 20 40 Ibs/square
(Base and Ply sheets,Asphalt-Applied) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28
BP-CA1 Base GlasBase Plus,PermaPly 28 1M MBR Cold Application Adhesive at
(Base and Ply sheets,Cold-Applied,1-part) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 1.5 to 2.0 gal/square
APP-TA Base/Ply JM APP Base,APPeX 4S Torch applied
(APP,Torch-Applied) Cap APPeX 4S,APPeX 4.5M,APPeX 4.5M FR,APPeX 4.5M FR CR,Tricor S,Tricor M FR,Tricor M FR CR
APP-CA1 Base/Ply JM APP Base JM MBR 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 MBR Bonding Adhesive at 1.5 to 2.0
(APP,Cold-Applied,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 on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report J9340.07.08.R4 for FL1046-R7
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 21
QOTRINITYIERD
TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
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
-11 'Min.19]32_` (Op a or m Two plies of PermaPly 132ga.,1=5%8=incFi diameter tin caps) 19=ihch o.c._iri 4=iricli lap_arid 12-inch o.c.inl ° IAPP=TA1 �52_St
inch plywoodl Per oose 28 or Veritiulation with 11 ga_annular ding shank nails (fwo,equally sp_aced,-staggered center rowsl - -
i
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[over MDP IPs Slip Sheet fl
No. (See Note 1) Base Fasteners Attach Ply Cap
W 12 Min.19/32- (Optional)One or more layers 1M APP Base,PermaPly 28, See Note 2 12-inch 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,equally spaced,staggered 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) APP-TA -45.0'
inch PermaPly 28,loose 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 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
\1
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report J9340.07.08-R4 for FL1046-R7
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 21