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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail tJi,7 I .[7 U iLir.l�, DIVISION
RE ' 'ED FOR C9AGq1IA.NCE
FL# FL10497-R3 REVIEI`'ED$Y
Application Type Revision DATE
Code Version 2010 PLANS AN ERART ST BE.KEPT ON JOB
Application Status Approved OR NO INSPECTION WILL BE MADE.
Comments
Archived
Product Manufacturer Mule-Hide Products Co.,Inc.
Address/Phone/Email 1195 Prince Hall Dr
Beloit,WI 53511-5481
(608)365-3111 Ext 809
lindareith@trinityerd.comTHESE PLANS AND ALL PROPOSED WORK
Authorized Signature Timothy McFarland AND SUBJECT TO ANY CORRECTIONS
lindareith@trinityerd.com REQUIRED BY FIELD INSPECTORS THAT
Technical Representative Tim McFarland MAY BE NECESSARY IN ORDER TO
Address/Phone/Email 1195 Prince Hall Dr COMPLY WITH ALL APPLICABLE.CODES.
Suite A
Beloit,WI 535115481
8)365-3111
t'Im.mcfari nd@mulehide.com CONCEALED FASTENERS OR ATTACHMEN
Quality Assurance Representative ARE THE RESPONSIBILITY OF THE
Address/Phone/Email CONTRACTOR OF RECORD
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
R 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 06/27/2016
Validated By John W.Knezevich,PE
R Validation Checklist-Hardcopy Received
Certificate of Independence FL10497 R3 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2002
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
�a 0 Py
IM
http://www.floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qudsDrIH6I4 8w... 6/10/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/25/2015
Date Validated 02/26/2015
Date Pending FBC Approval 03/02/2015
Date Approved 04/15/2015
Date Revised 04/22/2015
Summary of Products
FL iR Model,Number or Name Description
10497.1 Mule-Hide SBS and APP Modified Self-adhering modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10497 R3 II 2015 02 FINAL Al ER MULE-
Approved for use outside HVHZ:Yes HIDE FL10497-R3.Ddf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-480 Created by Independent Third Party:Yes
Other:1.)The design pressure in this application relates to Evaluation Reports
one particular assembly over concrete deck.Refer to the ER FL10497 R3 AE 2015 02 FINAL ER MULE-
Appendix for other systems and deck types.2.)Refer to ER, HIDE FL10497-R3.Ddf
Section 5 for other Limits of Use. 1 Created by Independent Third Party:Yes
Back .F—
_1
Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 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 rot send
electmnlc mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-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 emails 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 dick here.
Product Approval Accepts:
e=
sccuritv.m i-.rares-
COP
http://www.floridabuilding.ora/Dr/pr app_dtl.aspx?paratn=wGEVXQwtDqudsDrlH6I48w... 6/10/2015
TRINITY I ERD
1
APPENDIX L ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 45'
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover
1B Wood New,Reroof(Tear-Off)or Recover C Mach.Attached Insulation,Bonded Roof Cover i
1C Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mach.Attached Base Sheet,Bonded Roof Cover 5
Wood— —--- NewrorReroof"(Tear.OfF) - E Non-Insulated,Mech.:Attached.BaseSheet.(nails),-Bonded.Roof-Cover-.�.�_
1D-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 6
I Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover
2A Steel or Conc. New,Reroof(Tear-Off)or Recover C Mach.Attached Insulation,Bonded Roof Cover
2B Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 7
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 8-9
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 30
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 30
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 12
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 13
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 15
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 AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted,Insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board 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 2603.4.1 or 2603.6,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 base sheet,bonded roof cover),whereby the base
sheet 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. 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.
➢HA(HA): Full coverage at 25-30 lbs/square.
D Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c.
D Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: 01yBond Green may be used where OlyBond 500 is
referenced.
Exterior Research and Design,I.I.C.d/b/a Trinity]ERD Evaluation Report M10000.03.08-113 for FL10497-R3
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 15
°"Ili` TRINIiY'
, ,:
>OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
D 3M CR-20: Continuous 2.5-3.5-inch wide 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.
6. 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 xi m
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,i en am
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
D OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam ll,Poly ISO 2)
➢3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. 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.
9. For fully bonded assemblies,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.
10. 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.
11. For existing substrates in a bonded recover Installation,the existing roof system 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 Held uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. 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.
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
.T LE MULE-HIDE ROOF COVERS
Reference Layer Material Application
SBS-SA Base SA Base Sheet(1.5 mm),SA Base Sheet(FR)(1.5 mm),SA Base Sheet 6163,SA Base Sheet 6163(FR)
Self-Adhering
(SBS,Self-Adhering) Cap SA-SBS Cap Sheet,SA-SBS Cap Sheet(FR),SA-SBS KoolCap,SA-SBS KoolCap(FR)
APP-SA Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR),SA-APP KoolCap,SA-APP KoolCap(FR),SA-APP PF30 KoolCap Self-Adhering
(APP,Self-Adhering)
Exterior Research and Design,U.C.d/b/a Trinityl ERD Evaluation Report M10000.03.08-113 for FL10497-R3
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 15
TRINITY ERS
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for rej;Z:
associated with coating usage.
Mule-Hide 111 Non-Fibrated Roof Coating;
➢ Mule-Hide 102 Fibrated Roof Coating;
Mule-Hide 416 Standard Non-Fibrated Aluminum Roof Coating;
Mule-Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ Mule-Hide 311 Emulsion Non-Fibrated;
Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
Mule-Hide 401 Premium Fibrated Aluminum Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards: ,
Dens Deck and Dens Deck Prime shall be field-primed with Mule-Hide 121 prior to self-adhering or torch-applied membrane application. No priming Is required for hot-asphalt membrane applications.
SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609.1.5 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report M10000.03.08-113 for FL10497-R3
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 15
TRIN11-Y
TABLE 1A-1:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover
No. (See Note 1) Type Fasten Attach Type Attach Type rHA
tach Base Ply Cap (�
Polyglass G2 Base, 32 ga.,1-5/8- 8-inch o.c in 4-inch i'
CertainTeed Giasbase, Min.0.25-inch Dens Deck,
inch diameter tin lap and 8-inch o.c. (Optional)FBC (Optional)
Min.19/32- Firestone MB Base,JM Dens Deck Prime, SBS-SA,
W-1 caps with 11 ga. in three,equally Approved,ASTM HA SBS-SA One or more
inch plywood GlassPermBase,
Tamko RoofSECBoar Gypsum-Fiber APP-SA
Glass Base,GAFGLAS annular ring spaced,staggered C1289 polyko Roof Board 585-SA
#75 shank nails center rows
Min.2-inch D-IS,OBSOO,
32 ga.,1-5/8- 6-inch o.c.in 4-inch ACFoam II,Poly CR-20,M- D-IS,
inch diametertin lap and 6-inch o.c. ISO 2,ACFoam (Optional)
Min.19/32- OSFA,atop (Optional)Additional layers OB500, SBS-SA,
W-2 inch plywood Nail Base,Nail Base P caps with 12 ga. in four,equally III,H-Shield,Poly fastener of base insulation CR-20, SBS-SA One or more APP-SA -60.0*
annular ring spaced,staggered ISO 1,H-Shield rows,7-inch M-OSFA SBS-SA
shank nails center rows CG,Multi-Max
0.r_
FA3,ENRGY-3
TABLE 1A-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE A-2: MECHANICALLYATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover
MDP(psf)
No. (See Note 1)
Type Fasten Attach Type Attach Type Attach Base Ply Cap
12-inch o.c.in 4-
inch lap and 12- (Optional)FBC (Optional)
Prime,
W-3 Plates(square) HA Deck Prime,
Min.19/32- Nail Base,Nail OMG Flat Bottom inch o.c.in two, Approved,ASTM Min.P ,S Dens Deck,Dens One or SBS-SA, 60.0
Fiber Roof Boinch plywood Base P equally spaced, C1289,type II Board ECUROCKGypsum- HA SBS-SA more SBS- APP-SA
with Roofgrip#12 staggered center polyiso-cyanurate SA
rows
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report M10000.03.08-113 for FL10497-113
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 15
„ J TRINITY --
TABLE 1B:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER `
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck(See Top Insulation Layer Roof Cover
Base Insulation Layer MDP(psf)
No. Note 1) Type Fasten Attach Base ply Cap
(Optional)One or more Dekfast Galvalume Steel Hex
Min.19/32- Min.1.5-Inch ENRGY 3,H-Shield,Poly with Dekfast#12 DP or Mule- 1 per (Optional)One or more
W-4 inch plywood layers,any combination, ISO 1,Polytherm Hide 3”Insulation Plate with 1.33 ftz SBS-SA SBS-SA SBS SA,APP-SA 82.5
loose laid Mule-Hide Drill Point Fastener
TABLE 1C:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D:PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Insulation Layer(s) Base Sheet Roof Cover
No. Note 1) Type Attach Base Fasten Attach Ply Cap MDP(psf)
Min.19/32-
One or more Prelim. Dekfast Hex with Dekfast#14 or 12-inch o.c.in 4-inch lap and 12- SBS-SA,
Attached
W-5 layers,any Nail Base,Nail Base P Mule-Hide 3"Insulation Plate with inch o.c,in two,equally spaced, One or more SBS-SA -52.5•
inch plywood combination Mule-Hide HDP Fastener staggered center rows APP-SA
One or more Prelim. o.c.In 4-inch lap and 12-
Min.19/32- Prelim. OMG Flat Bottom Plates(square) SBS-SA,
Attached
W-6 layers,any Nail Base,Nail Base P inch o.c.in two,equally spaced, One or more SBS-SA -60.0'
inch plywood combination with Roofgrip#12 staggered-center rows APP-SA
TABLE 113-1:WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NA S),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover MDP(psf)
No. Note 1) Base Fasten Attach Ply Cap
� �Ongmal--plex_Gap Nay (1:inch:metaLhead�
2-
N`
16 inch o. a_a nc a—�h`_cde;6ntnecrhroowcs:,.infou
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eua110paced,.staggeFeddiameter�ll gcugexmannur �(0'ptionaan 5 _ -� BSAA�iBasaiCBase gomed'lshin325.�nchaong
=
1
W-8 Min.19/32- Nail Base,Nail Base P 32 ga.,1-5/8-inch diameter tin caps with 11 ga. 8-Inch o.c.in 4-inch lap and 8-inch o.c,in (Optional)SBS-SA SBS-SA,APP-SA -60.0
inch plywood annular ring shank nails three,equally spaced,staggered center rows
W-9 Min.19/32- Nail Base,Nail Base P 32 ga.,1-5/8-inch diametertin caps with it ga. 4-inch o.c.in 4-inch lap and 4-inch o.c.in four, (Optional)SBS-SA SBS-SA,APP-SA -97.5
inch plywood annular ring shank nails. equally spaced,staggered center rows
32 ga.,1-5/8-inch diameter tin caps with 11 ga. (Optional)SA Base Sheet
W-10 Min.plywood
Nail Base,Nail Base P annular ring shank nails. Note:Tin caps are to be 6-inch o.c.in 4-inch lap and 6-ter r o s in four, 6163,SA Base Sheet 6163 SBS-SA,APP-SA -112.5
inch plywood equally spaced,staggered center rows
primed with Mule-Hide 121 or ASTM D41 primer. (FR)
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M10000.03.08-113 for F1.10497-113
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 5 of 15
'-T TRINITY l E
TABLE 1D-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR REcovER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover MDP
No. Note 1) Base Fasten Attach Ply Cap
W-11 Min.19/32- Nail Base,Nail Base P Dekfast Hex with Dekfast#14 or Mule-Hide 3" 12-inch o.c.in 4-Inch lap and 12-Inch o.c.in One or more SBS-SA SBS-SA,APP-SA 52
inch plywood Insulation Plate with Mule-Hide HDP Fastener two,equally spaced,staggered center rows
W 12 Min.19/32- Nail Base,Nail Base P OMG Flat Bottom Plates(square)with Roofgnp 12-inch o.c.in 4-inch lap and 12-inch o.c.in One or more SBS-SA SBS-SA,APP-SA -60.
inch plywood #12 two,equally spaced,staggered center rows
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover MDP(psf)
No. Note 1) Joint Treatment Base Ply Cap
W-13 Min.15/32- (Optional)Mule-Hide 121 None SBS-SA (Optional)SBS-SA SBS-SA,APP-SA -90.0
inch plywood
Min.15/32- Plywood joints are covered with 4-inch wide strips of SA Base Sheet 6163,rolled SA Base Sheet(1.5
W-14 inch plywood (Optional)Mule-Hide 121 into place to create continuous bond. mm),SA Base Sheet (Optional)SBS-SA SBS-SA,APP-SA -97.5
(FR)(1.5 mm)
Min.15/32- Plywood joints are covered with 4-inch wide strips of SA Base Sheet 6163,rolled SA Base Sheet 6163,
W-15 inch plywood (Optional)Mule-Hide 121 into place to create continuous bond. SA Base Sheet 6163 (Optional)SBS-SA SBS-SA,APP-SA -135.0
(FR)
Exterior Research and Design,LLC.d/b/a Trinityl ERD Evaluation Report M10000.03.08-113 for FL10497-113
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 15