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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OFTHE
FL u FL16048-116 CONTRACTOR OR RECORD
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Revision
2017
Approved
REETTNRECTSORK
ATHESE
OAY CORION
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Tri-Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
SCANNED
BY
St Lucie County
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@trib3L/LUCIE
aterialsg o p.com
" --W1Sl1,0529 COUNTY BUILDING DP
REVIEWED FOR COMPLIANCE X
Roofing PLAN.; AND'PERMIT MUST BE KEPT
UnderlaymentsSITE OR INLQ INSPECTION(S)aWILU
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
a Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
0 Validation Checklist - Hardcopy Received
Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
Equivalence of Product Stang
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Mode r Number or Name '
16048.1 TRI-BUILT Roof Underlayments
0 CrlR qn' a
Self-adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL,16048 R6 )1_2017_0_9_FINAL ER_LRL-
Approved for use outside HVHZ: Yes
BI IIL[_UNDERLAYMENTS_FL16048-R6.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of foam -on tile systems overtop the self -adhering
FL1f2Q4B Rf_AE 2017 O_2FINAL_ER_TRI-
underlayment for one particular application. See ER Section
BUILT _I INDERLAYMENTS FL36048-R6 pdf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
�ea�i� fNeSct{
Contact Us :: 2601 Blair Stong R d Dlighassee FL 32392 Ph • 850-487-1824
The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacv Statement :: Accessibility Statement :: Refund t t t
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response W a public -records request, do not send electronic
mall to this entity. Instead, contact the officeby phone or by traditional mall. 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 emalls 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:
M ®UR
S4'`C'ltl-iLs,ilSrh`ItIC-�`
r
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.10.12-116
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
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 61h Edition (2017) 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. Trinity) 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 IERD 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 manufacturer 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 6.
Prepared by:
's ''
Robert J.M. Nieminen, P.E.
'' '
ON�^4d•' Thefaalmile sealappearNgwasauNorned byeobert WemNen,
Florida Registration No. 59166, Florida DC4 ANE1983
P.E. on W/isrios). ThIa does not sere as an eiewookatv,tened
document
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinityl 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 for
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.
5. This is a building code evaluation. Neither Trinityl 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.
RINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the Go' Edition (2027) 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
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4/ 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
inijw
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
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
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
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
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.30.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, U.C. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, L-C. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT' DESCRIPTION:
4.1 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; meets ASTM D3970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
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, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization N9503 E'H EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
M10
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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
'. t�1v RG4F
Ci_3YE,Ri3H7i4N3
t"AWN 'r.�..R: TM,c- =t k. 'i
`. a-4.�.:'i ..'bt A
r.
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Shingles
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
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 tile adhesives / underlayment combinations.
Adhesive I Florida Product Approval Underlayments
rICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondT" FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
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; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC 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 Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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 (Tri-Built S/A HT TU Underlayment only), 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.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
(Exterior Research and Design, U.C. Evaluation Report A4Z960.10.12-R6
:Certificate of Authorization N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL1604E-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/ZS/2017
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ 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 (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
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 farms 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 FRSA/TRI April 2012 (04-12), Appendix A, Table SA or
FBC 1609 for determination of design wind pressures.
H3 Maximum Design Pressure =-45.0 psf
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
R2 Maximum Design Pressure =-67.5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
p3 Maximum Design Pressure = -150.0 psf:
Deck:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:
Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure =-60.0 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered. -
Exterior Research and Design, U.C. Evaluation Report A42960.30.12-R6
Certificate of Authorization h9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION _ FL36048-116
TRI-BUILT Roof Underlayments; (800) 516.1485 Revision 6:09/25/2017
Page 4 of 6
INITY ERa
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 WD3, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. 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.
5.7 Exposure Limitations:
Tri-Built Sand -Ft SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12))•
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
., .�'ax'FA#LEuZ "TiL,SI{PA _. LITIOf{SP�'ilt94RfitT'UECJ�`"fSLCsFAC,CA'LtO,Ni,a;^M1'j"*.�`'
Underlayment Tile Profile
Staging Method Maximum
Slope
Flat
Max. 10--tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
gt.tM11111111c,
Tri-Built S/A HT TLI
Underlayment
Lugged
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116
certiftcoteofAuthorization #9503 6r" EDITION 12017)FBCNON-HVHZEVALUATION FL36048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
TRINITY ER6
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
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 Underlavment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC 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 30 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, broom or hand -press 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, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the tap 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 HTTU Underlavment 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.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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. MANUFACrURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certiflcate of Authorization 09503 6r EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 6 of 6
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ussR: wvwurer -
6WW6N �a ^H+ aP@aLL4I,058 �.il��a fachar+"Do, r Appikauen omaq
..... '`. FL .. M.9259A28
Apptkation:Type Royalton
Code Version - '2017
Application Status :Approved
Comments
Archl"d
Product Manufacturer'
Aodre141Ph0ne)Emaal
Authorized Signature.
TechnicalRepra?entative
` Address/Phone/Emall -
PDLYGIASSUSA
i1a W. Newport center on"
Deerfield 8aach,'P433442
°(954)233.1330 EsI242:
: .. malpert�polY9lass.mm
Maury Alpert;
malpert®polvalassdom.
^ r2�1
^kii9CYW r+;Ara11^ MM#,:lf[4M1a (taxu,T,a>vp
SCANNED
BY
St Lucie County
RECEIVED
Nov 2 8 2018 '
ST. Lucie County,: Permitting
-
Quality: A5suranc9:Representative_
rwper{wlamyg:allwcam,
ANel.Lender
Addrei9/Phone/EriNil
- .. ..
.
IIIIA Newport Center Drive-
-Doerfiew Beach, FL 33442 -
(954)233.1230.
..
Category :
Atender0odygiass:cotn
'Roofing,
:Subcategory
UndefaYments'
,
.Compliance Method
'Evaluation Report from a Florida' Registered Architect Ora Ucensed Florida ProfessionalEngineer
Evaluation Report - MardcoPy Received
Florida Engineer or Architect: Name who developed the Evaluation Report
Robert Nleminen
Florida Ucens'e
PE-59166
,Quality. Assurance Entity
UL UC
Quality Assurance Contract Enlratlon Date
10/05/2013
vaildated Ry
John W; Knerewchc PE'
'
gl` Validation 'Checklist - Hardcopy. ReCeNed
Certificate of Independence.-FESJ59:R28
Cm +Zp1E 01 COt'HIEMINEy,ROj
Referenced glanders and Year (of Standard)
Standard
X9M
`
AS04 W976
2015
-
ASiM 0226
2009
ASTM'04798
2011 ,
A57M D61M
: 2011
_
A5TM D6222 -
2011
RM ao7a-.
2011
FRSAMU April2012
2012
UL1997
2012
Eaulyale M of Produd Standards
CerUfied:By
`
Sections rran the Code
Product Approval Method.
Method 1 Option D
,
Date: Submitted
01/24/2010 "
Date Validated
01129/2016,
i Dole Pending FOC Approval'
.01/30/2018
- Dow Approved
04/1012018
APVro}
�PPra
ImpaC
DaelEn
O1Nen:
undarla)
the mid.
: systgm,5
Socton
Ur nae In HV#M No F15254 P28 11 '2otk NAI FR P(HYGUMS UNMRLAYMENMF 5259- 28'sdf. '
or we outside MVHVJ Ye Venflea ey:'Roben N iPE-59166
�latanin NIA - Created by Independ d Addy: Yes
mum4N(A1,622.5 Evaluation Repeats
he design pressure in this apppdcatkm YelateS,ta one particular p' S259 U M n NDER nvucu.c 11 b_ca.nen ..ar
t system (oVer-pncrm detk) fsruse under feain-on tl¢ systems (Where treated by Independent Thlyd Pally: Yes
bent forms part of the load-path)tRefer to ER Settlon 5.6A for other
Be deck type$ and Mlicclated maximum designpiessures. 2.) Peter M ER,
other limits of use. - -
IIC.t�k NOYt ..
itsex. P d Yr.XM -R "pppg':956-, a ., e
na sumaftonwpen uyseoempmw.rainy r.DnaGx :: dasnudhb'-Ta+tamcra ^; &amdLStu®mt
EM
MEMO ( etc.
Certificate of AuthoNmtion.#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Inc.
Report
1111 West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1230 Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61620-3 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 a Edition (2017) Florida Building Code sections noted
herein.
DEscRivrdw Polyglass'RoofUnderlayments
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. of any changes to the
product(s), the Quality Assurance or the production facility'location(s). NEMOIetc, requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADvEwnsemENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayedin
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 tothe user by the manufacturer or its
distributors and shall be avaiiable.forinspection atthe job site at request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nleminen,.P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seat appearing was authorized by Robert Nieminen,.
P.E. on 01/24/2018.. This does not serve as an clectroniielly
sighed' document.
CERTIFICATION Of INDEPENDENCE:
1. NEMOletc. 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. NEW I etc. 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 for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financiafinterestin any other entity involved in the approval process of the
product.
S. This Is a building code evaluation. Neither NEMO'Ietc. nor Robert Nieminen, P.E. are, In anyway; 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.
-,
t111EMCl,) etC.
ROOFING CompONENTEVALUATION:
..
`
I. SCOPE:
Product Category:
Roofing
Sub -Category:
U,nderlayment
compliance Statement: 'Roof Underlayments, as produced by Polyglass USA, lat., have demonstrated
compliance with the
following sections of the a
Edition ,(2017j Florida Building Code through`testing in accordance with the
following Standards;
Compliance )ssubject to the
Installation Requirements and Limitations /Conditions of Use set forth herein;
2. STANDARDS.:
Section
Prdiae
Standard
Year
1504.3.1
`Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift. -
UL1897
2012
1507.13 / 1507A.1
Physical Properties
ASTM D226' .
2009
1507,2.4/ 1507.1.1;1507.2.9.2
. Physical Properties
:ASTM D1970.
2015
1507.3.3.
:. Physical Properties °'
FRSA/TRI April 2012
2012
1507.111
Physical. Properties
ASTPoI D6164°
2011
1507.11.2
Physical Properties
ASTM 06222
2011.
TAS-110
Accelerated Weathering)
ASTM D4798
2011=
3. REFERENCES
Entltv. ..
Examination
'Reference
Date
PM Approvals (TST ISO),
WInd,Upiift
3004091:
01/12/2000
PRI (TST 5918)
Physical Properties.
PR101111 -
04/08/2002
PRI (TST 5878)
Physical Properties,
PUSA-005-02.01'.
01/32/2002 -
PUSA-013
-
ERD (TST 6049)
ERD (TST6049)
ERD MT 6049)
PRD.(T5T 6049).
ERD (TST 6049)
END (TST 6049)
ERD (YST:6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERO (TST 6049)
ERD (TST 6049)
'ERD (TST 6049)
'ERD'(T57 6049)
ERD.(TST 6049)
ERD (TST 6049)
NEMO.ETC, UX.
0e9;flLate grAuth6,1z&ion'#32455:
Physical Properties :._
PUSA=055-02-02.
' Physical Properties
PUSA-061-0202
PhysicalProperties
PUSA-07"201
Physical Properties
: PUSA-083-02-01
Physical Properties
'PUSA-088-02-01
Physical,Propeitigs':
]a20N2A
Physical Properties
RX14E8A
QhyslcalPropertles'
11752.09:991'
Wind Uplift
11757;08l01-1.
Wind Uplift
1117646.02
physical Properties
02200.07.0,3 -
Wind Uplift _
P740.01.67
- Physical Properties
P5110.04.07-1
- ,Wind Uplift, ;"
P9260.03.08•
Physical Properties ,
P33450:08.09
Wind Uplift'
•P30540.11.09-R1 '.
• �P.hysicalPropertles
P11030.11;09-1.
Wind Uplift,
P11030.11.09=2,
Physical 0roperties
,, P11630i11,09-3-
Physical Properties
P33360.06.10 .
'Physical Properties
P33370.03A1
Physical Properties-
P33370.04.11 "
- Physical.Properties'
'P37300.10,11 -
eT" EDITION (2617)' 08t NON-NVN2
EVALUATION
_ PolyglassAoof Underlayments:
(954ri33.1230
,12/23/2002
,12/23/2062
07/14/2063
07/13/2005
01/12/2006
09/29/2006
12/10/2007
0112SY2008
11/30/2009
11/36/2009
11/30/2009
06/25/2010
03/02/2011
04/26/2011
10/19/2011
Evaluation. Report, P32060.02.09-1124
-'Et5259-R28
'Revision 24:OV24/2018r
Page 2.of14
ONEMOjetc.
Entl1tv Examination Rellerence Date
ERD (TST 6049) Physical Properties P46390.08.12-1. 08/06/2012
ERD (TST 6649) Physical Properties P40390.08.12-2 .. 08/07/2012
ERD (TST 6049) Physical Properties C41420.09.123 09/21/2012.
ERD (TST .6049) Wind Uplift P39680.03.13 03/04/2013
ERD (TST 6049) Physical Properties P45370.04,13 04/26/2013
ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD (TST 6049) Wind Uplift P41630.08:13 08/06/2013
ERD (TST 6049) 'WlndUplift. P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P1178111.03-R1 - 11/26/2013
ERD (TST6044) Physical Properties P45270.05.14 05/12/2014
ERD (TST 6049) ` Physical Properties 6020.07.14-1 09/08/2014
ERD (TST 6049). Physical Properties 6020;09.14-2" 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD (TST 6049) Physical Properties 6020.09,14.6 09/08/2014
ERD (TST 6649) Physical Properties P46520:10:14 10/03/2014
ERD(TST 6049) Physical Properties P43290.10;14 10/17/2014
ERD -(TST 6049). Physical Properties: PLYG-SC7550.03.15- 03/24/2015
ERD (TST 6049) Physical Properties. 040390:04.15 04/03/2015
ERD (TST 6049) Physical Properties, P44360.10.14-R1 05/18/2015"
ERD (TST 6049) Physical -Properties PLYG-SC8080.05.15-1 05/20/2015
ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016.
ERD:(TST.6049) Physical` Properties PLYG-SC8080.07.16 07/16/2016
ERD :(TST "6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD (TST 6049) Physical Properties: PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03r17 03J10r2017
ERD(TST 6049) Physical Properties PLYGSC12115.08.17 08/08/2017
ICC,-ES (EVL 2396) IBC Compliance E5R-1697 11/Ol/2014
Miami-Dade(CER:1592); HVHZ Compliance NOA'14-0717.08 01/22/201S
Polyglass USA Manufacturing Affidavit. Products. Current 02/18/2009
Polyglass USA P/LAffidavit mule -Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,'LLC. (QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
Is a
SBS modified bitumen base
4.1.2 Elastobase P is a.polyester-reinforced, SBS r4cidified bitumen base sheet.
4.1.3 Polyglass G2 Base Is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP, Base is a fiberglass -reinforced, APP modified bitumen base sheet.
s �cy.a is x
4.2.1 Polystick MTS or Polystick MTS PLUS is•a nominal 60-mll thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyoleflnic MITI surface; meets FRWRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,,giass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal'80-mil thick rubberized asphalt waterproofing membrane, glass fiber, reinforced, with a
polyester fabric surface; meets ASTM 01970 and FRSA/TRI April 2012.
NEMO ETC,ILC. Evaluation Report P12060.02,09-R24
CerHJlodtc o/Autho,00001#32455 6"EDITION(2017),FBL NON-HVHZ EVALUATION FLS259-1128
Polyglass Roof Undarlaymentr,: (954) 233,2230 Revision 24 01/24/2018
Page 3 of 14
",NEM0 (etc.
5'5 Allowable Roof Covers:
M 5 ." P"
Underlaymeni
Asphaft Shingles
Nall -on Tile
I
Foam -on Tile
Metal
Wood Shakes Slate
& Shingles
Elastobase
Yes
Yes
Yes
Yes
Yes
yes
(0,ne Sheet in 2ply Wqtir)
(ease Sheet in 2-ply system)
Elastobase P
Yes
Yes
(Baw shc,at in 2-ply system)
yes
(sasestumtIn -Plysystem)
Yes
Yes
Yes
Polyglass G2 Base-
No
Yes
(Base Sheet In 2-ply system)
Yes
tBase Sh"t In 2-ply SVItenn)
No
No
No
Polyglass APP Base
No
Ye
lease Sheet In 2s -ply system}
Yes
lease Sheet In 2-ply system)
No
No
No
_Polystick WfS or Mn PLUS
Yes
Yes
No
Yes
Yes
yes
Polystick IRXe
Yes
NO
No
No
Yes
Yes
I No,
Yes
Yes (see 5.5.1)
No
No
No
_.P9sys5cnU.!!
Polystick TU Plus
Yes
Yes
Yes (see5.51)
yes
Yes
Yes
Polystick TU Max
-No
yes
Yes (See S.S.1)
Yes
No
No
Polystick Dual Pro
yes
No
No
Yes
Yes
yes
Polystick Tile Pro
Yes
Yes
Yes (See S.5.1)
Yes
Yes
yes
MUX
Yes
No
No
Yes
Yes
Yes
_Polystick
Ela"eX S6 G
Yes
Yes
Yes
No
Yes
•Yes
Elastc,flex S6 6 FR
Yes
Yes
No
No
Yes
yes
Elastoflex G TU
Yes
Yes
Yes, (See S.S.1)
No
Yes
Yes
Polyffee G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Po"exZF-R
Yes
yes
No
No
Yes
Yes
Polvflex SAP or SAP FR
Yes
Yes
Yes (See S.S.1),
No
yes
yes
MuleMlde SA-APP Cap Sheet
yes
Yes
Yes (See S.5.1)
No
Yes
Yes
or SA-APP Cap Sheet (FR)
5.511 "Foam -On Tile Is limited to use of the following Approved the adhesives / underlayment combinations.
;
'4' .13 1fay
MLI
vl""944'
I .' WE
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
FL14506
Polystick "TU Plus, Polystick TU Max
Tile Adhesive
Dow Tiletiond""
FL2252S
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Maxi Polystick Tile Pro,
ICP Adhesives Polysete' AH-160
FL6332
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule-HIde SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset* RTA-1
FL6276
I
Elastoilex 6 TU, Elastoflex 56 G, Palyflex G, Polyflex SAP,,Polyflex SA Cap Flit,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
I
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApprovalfor Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report P12060.02.09-924
Ceftillraft of AuthorUation #324S5 e EDITION (2017) FBC NON-HVHZEVALUAIION F1.5259,1128
Polyglass Roof Underlananlents, (954) 233-1230 Revision 24:01/24/2018
Page 5 of 14
ONEMOletc.
�r..� Allowable Substrates:,
5.6.1 DI ectect-R:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap SfieetrorSA-APP Cap Sheet
(FR) self -adhered to:
New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing; unprimed OSB, ASTM D41 primed OSB; Southern Yellow Pine, ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require.priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSBsheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
D ASTM D41 primed structural concrete.,
Polyflex G or Polyflex G FIR torch -applied -to:
➢ ASTM D41 primed structural concrete.
5.62 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V poiyisocyanurate-composite insulation; Dens Deck
OuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board,
Elastoflex G TU,-Elastoflex S6 G or Elastoflex 56 G'FR in hot asphalt to;
P Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR,torch-applied to:
➢ ASTM D41 primed structural;concrete; Dens Deck Prime or 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 the
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
theinsulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver.
Polystick (ail variations); Polyflex SAP or'SAP FR,-Mule-Hide.SA-APP Cap Sheet, or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro seif-adhered to:
➢ ASTMD226, Type I or It felt; Elastobase;:Eiastobase P or Mule -Hide Nail Base.
Elastoflex G % Elastoflex 56 G or'Elastoflex S6 G FR'in hot asphalt to.
D ASTM D226, Type I or 11 felt, Elastobase; Elastobase P, Mule -Hide Nail' Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
Elastabase; Elastobase P, Mule -Hide NaiLBase, Polyglass G2 Base or Polyglass APP Base.
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 F.RSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed In Section 5.6.4:herein, or as tested in
accordance with FBC Section 1504 3.1.
MEMO ETC; LLC. Evaluatlon.Report P12060.02.09-R24
Cerdflcote clAuthort"60a#32455 6EDITION.(2017) FEC NONAHVHZ EVALUATION FL5259-R28
Polyglass Roof Unded'ayments;.1954) 233.1230 Revision 24 61/24/2018
Page 6 or14
,IrS� .,swap
,y' 4 ,�.<`�,pom 1 wtrvyer j svM+ksurda.vg (sju>.aFam 1 wluoiwn. t <, leaael �elssnvM^a spab 1, seises I
i
Producti novel
rP' 1 trod tl b - Y RM M ! [Mn 4M h Y Lg, Application De n0l
FL 8 aF117022-R7,
APPliwtitni Tyne RavIApproye FILE COPY z
Code Vershnt' 2017
ApPOCadunStatas'. APprOYed I
Comments. a8/L8/2017V. data reapply. 08121/17 n �'_� l ��
Product Manufacturer
Address/Phone/EmaA
Authanaed.Signature
Team cat Representative
Address(Phoner/Emall
;. Quality Assurance. Reprdsentertive-:
AtldressjphonelEmaiL.
Category
Subcategory
Compliance. Method
Extreme Metal Fabricators,.LLC
2160 SW Patna DrIVe
Palm City, FL34990
(772)872-8034
fivalidation@lyahoo.com
Rlehad,M Kuben
BY III croyahoo.wm
Richard McKuhen
2160 SW Prime DHVC
.Palm City,. FL 34990
1172)872-a034
dcnard@le=TrWit
Roofing
-Metal, Roffing
RECEIVED
N n V '21 S 018
ST. Lucie County, Permitting
SCANNED
BY
8t Lucie county
EvaluatianReport from a Floods Registered Architect" aLdensed Florida. Professional Engineer
V, EVatuaboh Report.- Handcopy, Received'
Monde Engineer or Architect Name,veodaveloped the Evaluation Report `
LOCKE BOWDEN
Florida License
PE-44704
Quality Assurance Entity
keystone Constitutions, Inc.
Quality Assstance ContrailExpiration Data
04/22/2024
Validated BY
ZacharylR':. PdeSt,.P.E.
<Z. Vaiidadan Checklist - Hardwpy. Received
Certificate of Independence
F 17022 RJ Cig FC17tliZ-1 k V CRIMP sir udf
Referenced Standard end year (of Standard)
stmidaa
TAS 125 "
uL 1997
UL$80
Epuivatru to of Product Standards
Certified By
Sections from the Code ..
' Product Approval Method
Method I Option D
Data 5ubmhted
0811812017
Date Vabdated
:08j2S)20I7
Date Pending FBC APprov81
08/28/267
:Date Approved
10110/2017
c
Yanr
2003
2012
2006
F'L it
ber or Name: s
Description
17022.1�
p" (R6)
26 Gauge steel, 3)8' rib height, 24• Ones lapped roof peed malthenkalty attached to
15/32' plywood or Wood Deck With fasteners
spite of use
nln�alom
Ins Italian Instructions
RJ it Ft 77022 1_�.j��f�IM? "` ad/
Approved for use in HVHZ: NoPL17027
Approved for use outside HVH2verified
By: Locke Bowdon, P.E. 49704
Impact Resistanu NoCreated
by Independent Third Party: Yes' •.
Design Preseuro: +N/A)�Table:AEvacuation
Reports
Omer.' Refer. to evaluation report fors. install me assembly In compliance
PI1,202] R7 A 170: 1 S V: CRIMP Kit be
filth me insfellauan method listed iand applicable code sections ofFSC.
Created by independent third Party: Yes
Refer to'manufacturcry barrelleven
„
.., a..�-._..._�-_ .�.�....�—.—.......
tt Y Lf i
Compliantswith Florida `Bi
Compliant with Florida -Pi
Comp➢iarrtKeystone Cdr
Product: 5 V Crimp 16GA
Yield strentil R
Y r
Deck w/ min, D
` },Rib Heig6tit 3/8"
Corrosion Resistant C0m1
Fattener 1(Method 1 Att
3J16".min tiiru deck or-5
requirements),
Fastener 2 (Method 2,i l
,,-:x to meet re4ulrer
Underlayment:,1
v T
'��° sfope:,5hap bo it
_f
JY Y
y$
rig Code 201
ct Approval
alone `�
5 .
lent: F0C sec.,
chment) #9 x
it" embedmen
4 AttaChmerrt'
deck .05J$" e
oncewith A Sec.
1 3 {F
E.
'7
ifactUrer' Extreme Metal
abricators, LLCA,':
6 F$V, 'oma Cirir►e`
x.
Pal, City, F1, 990
.
772 $22•$03,4
_.
rld 41G20 3
5F
ac sac 1507.4 2
6dto min x15/32"plywood car Wood
xithlit:�rews. 24, Coverage
J `n
07.43� � v,�:,f� .°• ,Fi
J2"Hex-iAlasher, H end wood;screwv*'to penetrate
ito_tivood.plank *or sufficient Ienehxo meet
10'x;1-1J2a Hex -Washer Head wood screw*,to
k
iednlent into'Wdod plank. (*or• sufficient length ;
r,
ec.�Chiirt 1507t11 ,
t
1507. . ,
See fa er efts„ ment si,M c `fcateons above
_.
ETHOD S METHQD 2 m METH00�3 METHCID.4 - ' •' .
last d I talts. Talkie. �:?Allowa6l+�
Loads
a`Rh
',OESiGN PRE�SU E"�,= _ _
.� -8b. SF_. , `'
._-83.9 pSP �:
- `.� 7101 PSF . �
rr.; =228 PSP f-
"ROW sPAaNG. ' ^" �. �
� �►" o:c.
� 16'f o.c:
8`° o.c.
6" b e
1ASTENEWSPAQ00 NOBA
FASTEMERSIZE�
09•
410
Reference Data: ARCHITECTURALTESTING, INC T5T 116 1
Di
_ UL SSO &�1892 04' s Test Report i- Y 1rM893
05/02l14
`
Test ; , Report 3386.Oi 9 is3 3/tal�ls
U
TAS.i`125-03"° ° ° Test. `Report D05893.02-480 18' Q7/2a�14: -
;`,
F
*EQUIVAl1NCY-ti&1897�04"!s evlulva/ent'Mtastsiandaid!!i'189J'*Des/gnprxs` uTmargfn,ofsafopf2:1
it
wa
owden, P.Ee 1s itot aimed, operated, or controlled by 06,
7
3 -y 3 Sr� rF f r4 F
nand - a�ti •�
6 tuner, at but14productiundertks
f
f w ^
Ito
FL17022.1 5V imp (26GA Steel), 24" Widd Roo inel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61 ad.
2. Minimum slope.to be compliant with Florida Building Code 201.7 614' ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D.
4. Engineering analysis for "project specific approval _by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support.frd'ming in compliance wtFBC 2017 On ad., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
— Fastenars-
fig • 1.112 wn... or
A10-mrrmin. parftO W 1"Rcw
Spacing and O"190resswas
Hex Washer Head Woof .Screws
Oedc
15 Zor9toafnrnYWDad,or
.wooddar*
Panel
Overlap
rW OnapPm7PaW
Fasten
717-1/2" Min, or #10 x 1.112" Min, per
Table "A" Hex Washer Head Screw
Spaced 12" ox. across the Panel Wdth
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/320 or greater
Plywood, or
-Wood plank