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IKE d Pct Atpproval
' CONCEALED FASTENERS OR ATTACHMFq
PrOurtAMUvaMtM,>PrWLKtorAnJln'Ntnn Seam n>ADDiKatignl_ ?„lovicatianoet,R ARE THE RESPONSIBIL[TY OF THF
t FL a FL19902 00M CTOR OF R.rovi+
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived !i iCJC rl~4hS AND ALL. PROPOSED V O;K
Product Manufacturer Metal Sales Manufacturing Corpo ration
C�J�3JECT TO ANY CORRECTIONS
Address/Phone/Email 545 South 3rd Street,Suite 20a`EQUIREC CY FIELD INSPECTORS THAT
Louisville, K7342
Y 40202 MAY p�Nrrc.St 'CRY�!ORDER TO
dater 218 meta i 9 ECE R
dstermer@metalsales.us.com COtMPLY Virl"H ,LIi PPLIC=L"X CODE0
Authorized Signature David Stermer "
dstermer@metalsales.us.com %L 005 _ 7� T �T
�'r}: 04013,-i7�-.n 7-IMSIO
Technical Representative ('t V
Address/Phone/Email i �ipLL:_1C,t,
Quality Assurance Representative _
Address/Phone/Email �',k`g kX0 PERMIT MUST BE KEPT®NJO
Category Rooting
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architert Name who developed Bala Sockalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Yoosef Lavi,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL1 9 Rt , l ertif��ateinUroencience.ctQf
Referenced Standard and Year(of Standard) Standard Year
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections frorn the Code
Product Approval Method Method 1 Option D
r
•
Date Submitted 02/13/2016
Date Validated 02/18/2016
Date Pending FBC Approval 02/22/2016
Date Approved 04/12/2016
Summary of Products
FL# Model,Number or Name Description
19902.1 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
15/32'thick plywood deck or 7/16"thick CSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-172.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. alu01jorIP r3rt-20.76 _l._Wf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
Back NOxt
�ggt�c�l s::2601 81air Stone Road Tgllahas�e F1 373g9 Phone:850-487-1824
The State of Florida is an AA/EFO employer.Copvraht 2007-2013 State of Florida ::Privacy Statement c:Arcess,bdrtv Statement::Reurd Statement
Under Florida law,email addresses are oubhc records.If you do not want your a-mad address released,n response to a public-records request,do not send electronic
��san to this enrty.Instead,cgntaZ the orrKe by phone or by tradiaonai mad,if you have any quesnons,Piase contact SWAII7.;395.•Pursuant to Section 455.275
(I),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 emads 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:
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Safe
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5T" EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 19902.1
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South V Street,Suite 200
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502)8554290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (918)493-3568
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details(1 Page)
Load Span Table(1 Page) �••'�S�GKa��NGq''�,
Na g2240 is
'W=
r of
Report No. C2076-1
Date: 2.13.16 4' 0 ' 0 A�
FL 19902.1
C2076-1
2.13.16
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792)or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24"
for new and existing constructions. Designed and installed as per FBC
2014.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2.
Design Uplift Pressure: 30.0 psf(d,) fastener spacing of 36" o.c.
(Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum of
3/8" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate L 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation report
is not applicable in High Velocity Hurricane Zone. Fire classification is
not within scope of this Evaluation Report. Refer to FBC 2014 Section
FL 19902.
C2076-1
2.13.16
Page 3 of 3
1505 and current approved roofing materials directory or ASTM
E 108/UL790 report from an accredited laboratory for fire ratings of this
product.
Supporting Documents: UL580& 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
PANEL OL4RLAP-
5V-CRWP
\ SEE DETAIL 2 .� SEE DET/UL I FASTENER a
/ E\u5 CN Y
�AS?EVER SPACING A$PER
ME C
MWNIMUY A,'ACHNT DESIGN UPL!F'LOAD TABLE
!!a v"s.5 LONG RPNG SHANK NALL
AS PER
STALL 'S INSTALLEDTI i ( OR#6 v LONG WCOD SCREWS
A5 PER MANUFACTURER'S NSTAUTpN SPACE'O 6'O.0 N THE FIELD
COGES
LL+7E-ihES
uLV. 2%_ WOCO RAF-E'R'JOST/ i
'RLSS A? VAX 24' J C. §A
TYPICAL PANEL INSTALLATION X—SECTION 30
0)-16 OR#IC-,4 WOODSCREWS
WFiH SELF S_ALA NC WASHER AT o .�
MAKAAA SPACING OF 36'O.C.
MIN 26 i =
GENERAL NO S� CL
G d
Ak; ''L LFA-KOF PµEL HAS BEEN DESIGNED'N ACCORDANCE W,H It " F
UNOEP_ -.J FLOPIU BUAR'NO CODE(FK). a Sal
\--058 /16'Ti.:-K(+AN.) OR ROQF PANELS SLMLL BE MIN, 26 CA (L EFFECT4E C,>oj NG 9
DETAIL 1 P_tWCYf, 15/32-i41i R 'MN) Wm'H OF PANEL- la'. u =3
3 TK ROOF PANELS SHAL BE WJS?A'::D GVER SKATHMNC 6,STRUCTURE AS g6
SPECIFIED ON W DRAWING ga.
4. REOUIED DESIGN WIND U'"SHALL BE OE?ERMINED FOR EA.H PROJECT. TH'i
19-16 DR#10--4''40DD3CRE,'S— PANEL$STEM MAY YCT$'NSTuyED*K%TM REOUREC D3, !-JD GN W L:IC`_ 55jj ;2,
Tr TM SELF ScAtAG WASHEP AT PRE GREATER MAN THE DESGN UPL9-[PRCSSWFS SPECM 5,^,ED ON THJlAWIN; itX _? -
MA%'MUM SPACING Cf 36' - _ 5.ALL FASTENERS YLST BE IN ACC^RRAKE WITH THIS DRA'WNG h*HE FLOROA V.
BLNLD94G CODE. :F A 04FFERENCE OCCURS BETWEEN THEMINIMUM
1*01
6. EAFTERS/JOws//,RVSSES MLSTG BE OEwNEO To W+TISAJD WAND L•N
R OAOS
M N 26 GA. AS
MP REQUIRED FOR EACH AF'PLCAPON AND ARE THE RESPONSIBuTY OF OTTER$.
MIN
_
I
UNDERLAYMEN?—) t--,
C58 7/16'THICK{M!N).2't
AI Pi-YW000 ,s/32'THhK(MJN.) r----
METAL SALES MANUFACTURING CORPORATION
26 GA.5V-CRIMP PANEL
Design Uplift Loads
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) ( sfl
5V-Crimp Panel 6 I72.5
Min. 26 ga. 9 120.0
12 90.0
Panel Fasteners 15 72.0
#9-16 or#10-14 hex head 18 60.0
wood screws with sealed 21 51.4
washer 24 45.0
27 40.0
30 36.0
33 32.7
36 30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 19902.1 and Metal Sales current installation
procedure.
SoCKAI/NG
.����,Q:•'�G E NSF•'
? �• No 62240 is L
r
r • .W
STATE OF
1216 N Lansing Ave.. Suite C (�u�ttN����+ Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 2 i 3 p /� FL 62240
918 492 5992
File Copy
onda Building i ode Online /� , • https://www.floridabuillo.orWpr/pr_app_dtl.aspx?param=wGEVX...
�l
BCIS Horne tog In User Reostrafttn Hot Topics Subrot Surcharge Stats&Facts Pubii[athns FBC Staff FKIS Ste Map tortes Sea,ch
Business
Professional �; , !CR Pubk Usuct er
11 Runuc].ApprovaI Men4>Pivthrt_of AW11catbn 5eatch>AQrr4albn I-M>AOVamtbn Dotal
FL A FL16048-R3
Application Type Revision
Code version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
(201)842-2449
david.ruizra)tnbuiltmaterialsgroup.com
Authorized Signature David Ruiz
david.rurzCatribuiltmatenalsg roup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Flonda 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 License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence Ft 16048R3 CO3 2Q15 01 CGI_Nnermnen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G 15S 2005
FRSA/TRI April 2012(D4-12) 2012
TAS 103 1995
I of Z 5/24/2016 9:58 AM
ofida Building Code Online • https://www.floddabu*g org/pr/pr_app_dtl.aspx?param=wGEVX...
t
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary of Products
FL# Model,Number or Nine Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,moaifiea bitumen roof underiayments
Limits of Use Installation Instructions
Approved for use In HVHZ:No Fl 1604$ R21 Iy2015_IQ FINAL €R TRI-
Approved for use outside HVHZ:Yes BUILT uNofflk A MENTS,_FL16048 R3.pdf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure: +N/A/-45 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on file systems overtop the self-adhering Fj1¢Qq_R3 A9_2015 _1.4_a_1jAL ER TRI-
undedayment for one particular application.See ER Section BUILT_UND>RLAYMENTS h1x16048-R3:pgf
5.6 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Back ►ad
Contact Us;: 2hm1C:A50-447_1B24
the state of Fortta is an AAlrco employer.copyl-WA 2007-2011.3Ute_u1.fbfW,::POV.iKy Ref r!"aiemom
Under Fbilda taw,emal addresses are public records.if you do not wart your a-mall address released in response to a punt-record$request,do not send electmnt
mar to this ent".Instead,contact the onke by phone or by tradtbnat mat.I you have any questions,please contact 850.487.1395.`pursuant to section
455.275(d),Florida Statutes,effect Ne October 1,2012,tensees licensed under Chapter 455.F.S.must provlop the Department with an email address If they have
one.the emats provtted may be used for otttlat mmmuntatlon with the tcensee.However emas addresses are public record.9 you do not wish to supply a
oer5onai address,please provide the Department with an email address which can be made available to the out:k To determine r you area li ensee under Chapter
4 SS,F.S.please clock het_.
Prod-A Approval Acapt►:
L1-i rF1—J En", LF
t.n,
2 of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINITY ERD 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
PHONE: (203)262-924S
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date of Issuance: 10/25/2012
Merrillville: IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the S'h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle,
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manu`acturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through S.
Prepared by:
Robert J.M. Nieminen,P.E. the facsim o cn ic 5"1APpeang was authleb by Robert N—nen.
P E.nn 10!04/2015.ThK does not carve as an ckcvon c*1 s%"o
Florida Registration No. 59166, Florida DCA ANE1983 do—ent Si`netl.xakd hardwo,n have been uansmirtedrothe
Product AopcMal Adm'nistrator and to the namM them
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERO does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products Tor
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINTY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4, 1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G1S5 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD ITST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04A4-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6(49) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD ITST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report: refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
Certifkote of Authorization 99503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes i Slate
&Shingles
Tri•Built Sand-R SA Shingle '
1 Yes No No No Yes I Yes
Underlayment
Tri-Built S/A HT TLI Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A� Yes No No Yes Yes — Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
i Tri-Built S/A HT TU Underlayment with 3M-2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBond"Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation
Tri-Built S/A HT TU Underlayment applied to:
Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
;� ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam on tile systems, base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Cerlifkate ofAuthorizabon#9503 FL1604&R3
Revision 3:10/08/2015
Page 3 of S
TRINITY ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45 0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TR!-BUILT Roof Underiayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the Course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only).
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12•R3
Certificote of Authorization#9503 F L 16048-R 3
Revision 3:10/08/2015
Page 4 of 5
1
TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 CA requirements.
9. QUALITY ASSURANCE ENTITY:
Ul, LLC—QUA9625;(314)578-3406;k.chancellor@us.ut.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
Certificate or Authorization 119503 FL16048-R3
Revision 1:10/08/2015
Page 5 of 5
File Copy
a � �
Business & ProfessionalRegulation
&CIS Nome Lop In User Reg.strat,on hot Topm SuMnit Sur"FVe Stah a Fags PubLcfbona Fac Stall aclS S.te>iap Urks Seara
JjUSiProduct Approval
A PJtsi i;USIA
. yip
PI"Ahrr raoravai At" t,—W ra'o^L s'>Appacatwn Uataii
FL R FL10497-R5
Application Type Revision
Code Versior 2014
Application. Status Approved
Comments
Archived
Product Manufacturer Mule-Hide Products Co., Inc.
Address/Phone/Email 1195 Prince Mall Dr
Beloit, WI 53511-5481
(608) 365.3111 Ext 809
lindareith*trn nityerd.com
Authorized Signature Timothy McFarland
lindareithCtri nityerd.corn
Technical Representative Tim McFarland
Address/Phone/Email 1195 P^mce Hall Dr
Suite A
Beloit, WI 535115481
(608) 365-3111
tirn.mCfarlandomuleh,de.com
Quality Assurance Represertatrve
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
Flor,da Engineer or Architect Name who developed Rooert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/28/2017
Validated By )ohr W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL10497 R5 CO1 2015 01 Col raiomin n o-
Referenced Standard and year (of Stardard) ALiDIAN011 Y=
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2006
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Grtifled By
e
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/16/201S
Date Pending FBC Approval 12/17/2015
Date Approved 02/10/2016
Summary of Products
FL a Model,Number or Name Description
10497.1 Mule H{de SBS and APP Modified Self-adhering modified bitumen roof systems
i Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10497 R5 Ll 2015 12 FINAL Al ER MULE-HIDE FL10497-
Approved for use outside HVHZ:Yes g�,pQf
Impact Resistant: NIA Verified By: Robert Nieminen PE-S9166
Design Pressure: +N/A/-480 Created by Independent Third Party: Yes
Other- 1 )The design pressure In this application relates to !valuation Reports
one particular assembly over concrete deck. Refer to the ER f_Uq-2.7 R5 AE 2015 12 FINAL ER MULE-HIDE FL10497-
Appendlx for other systems and deck types. 2.) Refer to ER, RS,odf
Section S for other Umits of Use. __— Created by kidepefWent TNrd Party:Yes
lark !sr.t
CAKKAS us 21LI Bldg sle:ie noal TadL�!wit f.32119 phone 850 467.1524
The State of FloriAs is an AA7EE0 employe.Coorndt 2007-2013 State of Flonda pnvacv state'.'! [�.rraan.h;v Stat men- Aefurw Statement
under Flonda law,amarl addresses are pudic recordc p you do not wait yo✓*-mall address ralaased rn response to a pudic-mcoros request,do not seno Mectrorvc
mad to FI,S entity•Inste 44,Contact tmo Off"by pon he*1d by tred,bMl mad.if you move any cuesbons,phase contao 050.487.1395. 'pun rit to semon
455.27S(1),Flonda statutes erfeaive October 1.2012,kovraaes I.ceased under Uapter 4SS,F.S must provide the Oeparmem with an arriail address.t ewy hove
one. The emads provided may be used for official mmmun,cation vnth the licensee.However email addresses am publK recoro If you do not wish to supply a
penonM address,Please Moot the Dlaa"orr with an lead address wh:Ch can tw made avalade to the public To oetennine it yo,are a been under Chapme
45S.f.S :Aerie d.ck biiM,
Product Approval AC[apts:
_1__j i
Credit CarCI
safe
e • •
r
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/17/2015
Date Approved 02/10/2016
Summary of Products —
PL• !Plode1,Number or Name Descrlptlorli —
10497.1 I Mule-Hide SBS and APP Modified Self-adhering modified bitumen roof systems
j Bitumen Roof Systems
Lim Its of Use InetaNstiom Inetructlens
Approved for use in HVH2:No FL10497 RS 11 2015 12 FINAL Al ER MULE-HIDE FL10497-
Approved for use outside HVH2:Yes UQr)f
Impact Resistant: N/A Verified By: Robert Nleminen PE-591"
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 f_"fj14, F� Ft: 1=15 12 FINAL ER MULE-HIDE Fu0447-
Appendix for other systems and deck types. 2.)Refer to ER, RS,odf
Section S!nor Umits of Use. Created by GWeperWent Third Party:Yes
sank! tie rt
�^a¢� Zt%;l BI d!r Slo:1C�Od�.1111Jt1ifle F�?Z��i VnOrle,k$G-�7 1824
The State W Fluids is or.AA/EEO employer.Coayncta 2007-2013 State of Florida. ::Pllvacv Statement:.AtressrNdv Statement Re9urv_t Stale—,
Unoer Florda taw,wriod addresses are"'C records.p you 00 not went you e-mNl address released in response to a pudic-mcoMh requeft,do not seed alectronc
mad to rss entity.InRead,contact the office by Phone Or by tred.tional mad.V you have any Cuesuons,plea"contact os0.487.1295. -Pursuant to Semon
45S.275t t),nonda Statutes e"fectrve 0cwti-1.20:2,hunsaes I censed untie.[sorer 455,F.5 m,ai pov,de the Oepanment witn an email a00ress o tney have
re
O . The!malls PMvtftd may be uie rn d for official cdmunicaiion.1th the I.r-en w see.However email addresses arc Pudic cord If you do nor_sr to supply a
peffrsoriY address,peas Drtrvr0f the Department-th an email address wr,ch ten be made ava.lade to the pudic To Determine it you we a licensee under chapter
455,F.S plea"dick psi
Product ApprovallAAr�ccepts:
t_J® t
Credit Carp
Safe
r' TRINITY I MD
is A"ACitL*W N 11IMKMENn"WM UMJ"ftMPANCL
—Tame oft*
AppNcatievt Type Description — page
U Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 3
ILl Wend - New or Reeod(Tear-OM) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover I
16-2 WMO New,Reroof(Tar-OM)or Recover A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cavan S
1C Wteeil New,Reroof(Tew-Off)or Recover C Mach.Attached Insulation,Bonded Roof Cover 6
10 Wtati/ New,Reroof(Tear-M or Recover D Prelim.Attached Insulation,Mech Attached Rase Sheet,Bonded Roof Cover 7 .
IF-1 New or broof(Teer-M E Non-Insulated,Mech.Attached Base Sheet(naftL Bonded Roof cover B
1[-2 Wheel/ New,Rewef(TetarOQ)er Reeeree E Non-Insulated,Mech.Attached Base Sheet(screws&plates).Bonded Roof Cover 9
1F _ Woe/ New or Retool(Tear43ft) F Non-Insulated,Bonded Roof Cover 9
ZA Stela or Cane. New,Reroof(Tear-OM)or Recover C Mech.Attached Insulation,Bonded Roof Cover------ --— 10
29 St"or Cone. New,Ileroof(Tear-Off)or Recover O Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11
3A-1 — Concrete—-- Now or Awoof(Tear-Off) Ad Bonded Insulation,Beaded Roof Cover 12.11
3M2 — — Concrete —_ New or Reroof(Tear-Of) A-1 Bonded Temporary Pool,Bonded Insulation,Bonded Root Cover is
lB Casviceata New or Reroof(Tear-OM) F Non-brsutated,Bonded hoof Cove. — — is
4A---„ lWK — claw or Raroof(Tear-OM) A-1 Bonded Insulation,Bonded Roof Cover 16-17
49 LWK New ar Rarest(Tew-Ole A-Z Mech.At Anchor sheet,Bonded Insulation,Bonded hoof Cover 17
WIC N 4C Law or Maromf(TeoM)-O E Non•insuiated,Mech.Attached Base Sheet,Bonded Roof Cover 1L19
SA _ CWF Now or Normal(Tee►-OM) A•1 Bonded Insulation,Bonded Roof Cover 20
1 CWF New.Narmmt(Tear- M)or Recover A-2 Meth.Attached Anchor Sheet.Bonded Insulation.Bonded Roof Cover 20
SC Cwr New or Reroof(Taw-OM) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 20
M GW alert Retool(Tear-Off) A-1 Bonded insulation,Fronded Roof Cover 21
Glhatwl Rarmof(Tear- -- --- --
� E Nmndnsutated,Meth.Attached Base Sheet,Bonded Roof Cover 22
7A Various Recover - A-1 Banded Insulation,Bonded Roof Cover _ 22-23
The teNmMgt rtuln foely Ea the•ysttams eetfleed herein:
L The roof system evaluation he el pertams to above deck roof components. Roof decks and structural mrmhrrs shall be in acrordance w(th FnC requirements to the satisfaction of the AEU. Load resistance of the
root deck shag be documented through proper codified and/or rRC Approval documentation.
2. Insulation/base sheet fastenen shag be of sufficient length for the following deck engagement
wnod Minimum o 75-inch penetration
Y Steel: LMnWk"0.75-inch penetration and rmgage the top flute of the steel deck.
i Cannel• Minimum I-inch ernbednsent .in punt(sole m arrnrdanre with fastener manufacturees published Installation Mntntciinns.
I Unless otherwise rioted,insulation may be any one layer or combination of poly", anurate, polystyrene, wood Aherhoard, pergtr, gypsum-based roof hoard or mineral wnol roof board that meets the QA
requirements of F.A C Rule 61010 3 and Is documented as meeting FBC 1505.1 and,for loam piastr,FBC Chapter M when installed with the roof cover.
I. Mbmwum 7130 psi,mmrnum 7-mth thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D imechankally attached base sheet,hooded roof cover).whereby the base
sheet fasteners are installed through the LW►C to engage the structural steel or concrete deck. The structural deck shag be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shag hen accordance with FBC requirements to the satisfaction of the ANJ. load resistance of the roof dick shall he da;umented through proper c"I'led and/or FRC Apprrval documentation.
fll@der ReaaN b WA Desren,I I C d/b/a Tn Wy 11 Rn
CellolebelAsvmwo lan els03 Fvaivatbn Resort M10000.Oi0R ArAsi for FL10I97 R5
/�artd br Itebart Men*wn,ff-wi66 ppend,v 1. age I of 23
Appendn 1,Paige 1 of)3
r�
TRINITY ERD
5 Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time d appfication;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
1 Not asphaN. Full coverage at 25-301bs/%quarr
Y Dow Imta Stik Roofing Adhesive(MtS)' Continuous 0 7S in I-inch wide ribbons,1740,o
Jo Mi lenrwtxn One Step Foamabie Adhesive(M OSFA) Continumis 0.25 to 0.5-inch wide ribbons,12 inch o
Y OMG(kyNond 500(ORSOO). Continuous 0.75 to I-inch wide ribbon%,12 inch o t.1PaceCart or SpotShot). Note: Ofyf)nnd Green may be used where OlyRoid 500 is referenced
i Of~Classic(f18 Class+c) Full coverage at 1 gal/square.
Y 3M CR-20. Continuous 2.5-3.5-inch wide ribbons,12-tnch o c.
Note When muiltiple lavers(s)of insulation and/or coverboard are installed in ribbon-opohed adhesive,hoard founts shall be staggered •
Note rOw maximum edge dsfonce from the adhesive ribbon to the edge of the insulation board shaft be not less than one-hat/the specified ribbons spacing
6 Unless otherwise noted,all risulaticlns are Rat stock or taper board of the minimum thickness noted Tapered polyru"anurate at the following,thickness limitations maybe substituted with the following Maximum
Oesign Pressure(MDP)limitation. In no case shall these values be used to'Increase'the MDP listings in the tables,rather if MOP listing below meets or exceeds that listed for a particular system in the tables,then
the lhinner hoard listed below may be used as a drop-in for the equivalent thicker material Fisted in the table
MWerin%im One Step Foarnable Adhesive•(M-OSFA) MDP -157.S psf (Min.0 5-inch thick)
r OMG 00yRtxd SW 1085W) MDP 45.0 psf (Min,0 5-inch thick Multi Max FA i)
OMG LNytiord 500(ORSM) MDP -187.S psf (Min.0 5-inch thick t5O95•GL)
OMG Oiyflond SW fOR500) MOP -315.0 psf (Mm.0 5 inch thick ENRGY 3)
r OMG Olyflond St30108S00) MDP -487.5 psi (Min.0 54rich thick ACFoam It.Poly ISO 2)
e 3M CR-70 MDP .1173 psf (Min.1.0-irsch thick)
7. Ilofded polyisrscyanurate insulatisnn boards shall be maximum 4 x 4 ft.
R. Fix mechanicadfy attached components or partially handed insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in acrordarxr with FRC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to mist the elevated prrssure criteria Cnmmoniy used methods are RA%117 and FM LPDS 1-79
Assemblies marked wish an asterisk'carry the limitations set forth In Section 2.2.I.S.1(a)of FM LPDS 1-29 for 2or,e 2/3 enhancements
9 For fully bonded assemblies,the maximum design pressure for the.selected assembly shall meet or exceed crit�cw design pressure determined in accordance with FBC Chapter 16,and no rational analysis Is permitted.
10 For mecionicsYy attached con%ponemts over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall renew the data for comparison to the
manamurm 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 root system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting prc*vt design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM f907,FM LPDS 1-S2,ANS1/SPRI IA-1 or TAS 124.
12 Fix Recover Applications;using System Type D,the insulation is optional,however,the existing roof system shall be suitable for a recover application. •
13 L WIC shall be cast in accordance wrh FRC Section 1917 to the satisfaction of the Authority Having)urisdictton. For systems where specific LW1C is referenced,refer to current LWtC Product Approval for specific deck
ronstriKtixn and IiimRations 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 FRC Section 1917.4.1,Point 3.
E nnelMr Research amid resign,llC d/b/a Trnnyj f RD
Evaluation Report M10000.03.09 R510 F110497 RS
Certikate Of Authowualion P9503 Revision 5:12/14/2015
Prepared by Robert Wi nen,Pf 591bb Apoendrx 1,Page 2 of 23
fT- NTY ERD
14. Unless ntherwne noted,refer tc the foRowmr,rrfe,enrrrs for bonded base,ply or cap sheet apphcattons
TASU 1:WLE-HwE Roor Cyi s
Reference Lam Material APPfcribn
SBS-SA
Rase My Clete er rnme phes SA Base Sheet,SA BaeB SABRE fR)
_
Cap SA-SBS Cap Sheet,SA-SBS Sheet FR
(SAS,SeR Adhering) - Sheet(FR)_ Self Adhering
NOW Sell-adheriq nsviri Hewes OwN net 1e kW~ever APP.FA atewtbrows.
APP-TA Rase Ply or Ply One or more plies AFF Torch Rafe,APP Torch 5 - - - '--
(AM,Torch-Applied) Cap APP Torch S,APP Torch G,APP Torch G Fit,APP Torch KnolCap G,APP Torch KoolCap G FR Torch-Applied
APP-SA Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR),SA-APP KoolCap G,SA-APP KoolCap G(FR) i
---"" Se1LAdherin
)APP.Seed-A�nr'rmL! no*. Seradherip wtewtbrerres idle/not be NKollyd Direr APP-TA wserwbrowes, i g i
IS. A*W NC Approved roatirw.Irsted for use with SRS or APP rnoWled bkurtien roofing may be applied to the top roof membrane without adverse effect nn the system wind bad performance. Refer to gwrent Roo"
Materials Directory for fire ratings associated with coating usage
16 The following represent priming requirements for gypsum-based coverboards.
i Dens Deck and Dens Deck Prime shall be field primedwith Mule Hide 121 prior to self adhenng or torch applied membrane application.
o SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17 "MOP".Maitinwan Design Pressure is the result of testing for wind load resistance based on allowable wind loads Refer to r8C IW9 for determination of design wind bads.
TABLE 1A:WOOD DECKS-NEW CONSTRUCTION oa REROOF(TEAR-Orr)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover(See Table 1) - -
� — --- ---- } MOP
�• (see Now 1) Type Attach Type Attach Bate Pry Pry Cap fpsf)
f 0 ABIM 14%W Powttw ilBL Hell OntoNat Top llinmrpm of yw
w 1 IMn,15/32 Mhn.1.5-imh ACFoem R,ACFoam al,ENRGY-3,H" D 6,M-CMA, -i (Optional)aWlt+on.,l D-IS,M•OSFA, 595-SA NITS-SA.APP SA,
YstM plywood Shield.WSW CIS,Multi-Max FA3 OBSW a CR-20 k+yers(O of baw nsulatian ORS00 a CR-20 (Opt Dial)SBS tA,APP-tA APP TA 52.5
s
t xt n Research and Design,LLC dfWa Trinity I f Rr,
Evaluation Report M70000.03.06-RS for FL1lY497 R5
Certificate of Authorization e9W3 Revision S.1211412015
►reeared bur Robert faiemorwri,PE-59l" Appendix 1,Page 3 of 23
TRINITY ERD
TAKE1E-1:WOOO DECKS-NM CONSTRUCTION omREROOF(TUA-0ff)
SY;t M TYPE E:NON-INSULATED,MECHANICALLY ATTACH(D bASE SHEET(Nuts),BONDED ROOF COVER
S U- pod(See 0m Short Roof Cover(See Table 1 j -
-- MOP(pan
Nov Note i) yw r Fasten -_- Attach (Ease Ply Cap --
Rent hri
Min.15/32- 9 inch o.c.at Iartclf tap and 11-ifch o.c.in two 12L I
W19 wch ph-Weed Nag sax Simplex MAXX Car + (Optnmal)APP-TA APP.1A
e Qwal y fpac ed,staggered center rows
k4n 15/37 9-nnth o c.at 2-inch lap and 31-inch o.c.in two 12L --
W-30 Nei Rex Sinpkx MAXX C
btth/mod ap I equally spaced,staggered center rows (��Mn APP-TA APP iA 52.5
Mn,ISM Original Simple■Cap Nails(1 inch meld head diameter, 164mch o c at 34neh lap and 6-inch o.c in lam(4),W21 erch per, AM Torch Rase,No Saar 11 men.1.15-rnclf gouge a bog ammdor shank) quad spaced,staggered center rows (Optional)APP-TA Apr-TA -52.5
NO Base.Pokiplass G2 Rase,
Min.1913T- �ertaMTtetl Gtankas re 'a" 32 ga.,1.5/8-4nch diameter tin caps with 11 Ra.amatlar R-'arch o.c o.c.m 4 inch lap and R-Inch in three th (3L
W27 ,�NI�AR-TK A!►,TA
--'�� Inch Plywood N1 Base,)M Perma-Ply 71.Tan deo ring Shari nail equally spxrd,staggered renter rerws
Glass Rase w GARAAS e75
Mn 15111-- -- - 32 ga..I.5/1-itch diameter tincaps with 11 ga.annular 8-inch o.c.In 44nch tap and A-inch o.c.in kmw(4L
W-23 Inch pM�d r
►ctlyglass G2 Base,Ned Rau ring shank rfaih (O/pRtYl)APP-TA APP-TA i7.S
egsiHy spaced,staggered t:eeRer rove
Mn I S/3T 104nc c h a in 4-inch by and 10-Inch n.c in three
W24 inch phw�d PolNeass G2 flaw,Nag Rase i Simplex MAXX Cap (Optional)APP-TA A/RTA -75.O
(3).equally er spacedt stagged center rows
Min.1S/32- 9•Mrch o.c.n 4-fish lap and 9-mch a c.n four 14L
WTS Wish ply Polyg4as G7 Rase.Nall Rau Simple:MA10f Cap (Optional)APP-TA AF9r-TA •+50.0
e0taft spaced,staggered center rrnvs
Mn.►%W- &lash e.c.at 24nch tap and Wrfch a c.in two(2L
W 24 inch pirwmW mad Rase Sirfplea MAXX Cap I e'4ua*v spaced,staggered center rows (Optional)APP-TA APP-TA -90.0
IN 77 Mn.ism. Flasinhase Sittpke MAXX W &-lash o.c.at 7-inch lap and&-inch o.c.in thee(3L (Optionaq APP-TA A►RTA -105.0
inch pipumd equally spaced.staggered center rows
Min Ism- 32 a,1-S/g-kRrh dameter tin caps with 11 arfnular -. &Mich .eo In 4-inch! and -- - t- _---
W-20 irch pad [lastobase rx f lastobase potY �she*naps a I ap and&-inch o.c.in fax(4), ! (Opt iahan APP-TA APP-TA -112.5
l equWlrspaced,staggeredcenter rows
W-29 Me,.ism Nam lase Original Swr piex Cap Nails(1-kch nerd head diomerer, ( inch o c at 3-inch lap and 6-inch o.c.in lour, Y SBS-SA,APP
nch p ywred 11 gape x min.1.15-mch"onnWor groaned shank) equally spaced,staggered Center rows (Optionatl SOS-" SA,APP-TA -�'S
W 30 Mn.19l32• was base 32 a,1-SJ1-0sch diametr tin caps wish 11 Rs annular 8-inch o.c.in 4-inch lap and 8-inch o.c.in three, (0pt n � fA.O
Bona SRS-SA,APP-
---- inch plywood ring shank nail equally spaced,stagg"M center rows SA,APP-TA
W 31 Mn.IV32 Nall Rau 37 ga.,1-5/1-inch damerr to caps with T 1 Ca A-wile, 4-arch o c.n 4-inch lap and 44nch o.c.in lour, ( n ions SRS-SA SISS-�'Mr -97.5
inch p mood ring thank nail. equally spaced,staggered center rows ! SA,APP TA
Miss 32 la_1-S/R-Inch dLwrww tie caps with 11 ga amular
W-32 iWK* 19p /M 3 + Na/Rase shank nags No" Tin ea are to b► &-inch e c in 4-inch lap and 6 inch o c.n four, SOS SA,APP
ring to Flaked main (Optians�Sits-5A -112.5
R4de4*de 121 of ASTM 041 prlr w ! equity,spaced,staggered center rows SA,APP-TA
FfMfp Research and hes�gn,t I C r>;Jb/a Trirotylf Rt) Fvaluatnn A sport M10000.03 01 RS for Ft 10497 AS
Calrkeelie el Authontation 19r.A.3 RMsion S:1 211 41201 5
Prepared tstr Rohm Nieminori,Pt S916f. Appendix 1,Page 8 of 23