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Product Approval Menu > Product or Application Search > Application List > Application Detail
OFFICE OF THE FL #SECRErARY FL5259-R26
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived p
Product Manufacturer POLYGWS—S USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570)384-1230 Ext242
Jakins@polyglass.com
Authorized Signature James Akins
Jakins@polyglass.com
Technical Representative James E. Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Ind. Park
Hazleton, PA 18202
(800)894-4563
akins@polyglass.com
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 04/24/2018
Validated By John W. Knezevich, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL 5259 R26 COI 2017 01 COI Ni minen odf
Standard
year
ASTM D1970
2009
ASTM D226
2006
ASTM D6164
2005
ASTM D6222
2008
ASTM G154
2006
ASTM G155
2005
Scott R. Sanders
Professional Engineer
State of Florida PE-64781
5611 Pescara Drive
Pace, FL 32571
Contractor _C011cNS iZnrtrjG _Ci.Je.
Owner SusA ti+ K jAcK.S01j Date I36I/7
Job Address A 90.3 YJCtA D;z
METAL ROOFING" V�` `
ENTIRE EXISTING PLYWOOD DECK TO
NEW ROOF RE -ROOF X REPAIR AREA BE RENAILED W/ 8d RINGSHANK
NAILS @ 6" THROUGH OUT
METAL ROOF PLAN
ASCE 7-10 & FBC 2014 5th Edition ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN
PART 2 LOW RISE C&C SIMPLIFIED
RISK CAT 2/V = /G O EXPOSURE /�A =/Kzt =1.0/h `/s ,� /12 PITCH
ROOF SYSTEM "SY" QtjnP - TACTeoeR 1'4%L%J-R%B NOA _ FL-1,el 9153-•9
ZONE 1 P @ @ h=30 = X - PSF x 0.6 = "ZS 3
ZONE 2 P @ @ h=30 = X = PSF x 0.6•= -4114 / a = 3 -o
ZONE 3 P @ @ h=30 = X = PSF x 0.6 = -d Q a = 3-oRx Lo
MAX DESIGN PRESSURE PER NOA ` 7'Y, 8
DECKTYPE f i-yWOOD THICKNESS �y;rt`
BASE SHEET P.1--i rim Piro NO.OF PLIES_ FASTENER TYPE d Q 915 SPACING 12"0,C C 6"NA1W
PLY SHEET - NO. OF PLIES — FASTENER TYPE SPACING
TOP PLY NO. OF PLIES FASTENER TYPE - SPACING -
INSULATION BASE LAYER TYPE h) 1A SIZE --
TYPE OF FASTENERS: • SPACING FIELD - PERIMETER - CORNERS -
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL LAI 01-VA/6-/4/ /{,6XAf _AF? SGKEw cal few40D
DRIP EDGE SIZE 2*xL DRIP MATERIAL_26 4A FLASHING MATERIAL ?G GAY
FASTENER SPACING FOR METAL ROOF PANELS: FIELD' -(b /' PERIMETER 1-6 / CORNER /6 /
inl SA6YA6r6
WABN"t
e
FM 4474�� ,
2004
FRSA/TRI April 2012
2012
TAS 103
1995
UL 1897
2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/13/2017
Date Validated 03/22/2017
Date Pending FBC Approval 03/22/2017
Date Approved 06/13/2017
Summary of Products
FL #
Model, Number or Name
Description
5259.1
Pol glass Roof
Roofin underlayments
nderla meets
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
F Y Y 5 -
Impact Resistant: N/A
Design Pressure: +N/A/-622.5
Other: 1.) The design pressure in this
application relates to one particular
underlayment system (over concrete deck) for
use under foam -on the systems (where the
underlayment forms part of the load -path).
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5259 R26 AE 2017 03 FINAL ER POLYGLASS UNDERLAYMENTS FL5259
R26.pdf
Created by Independent Third Party: Yes
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
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Contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. 21?vriaht 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 not send electronic
mall 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 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 .
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\,l TRINIIYIERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
(570)384-1230
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Evaluation Report P12060.02.09-R22
FL5259-R26
Date of Issuance: 02/24/2009
Revision 22: 03/13/2017
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 Sth Edition (2014) Florida Building Code sections noted
herein.
DESCRIPTION: Pol lass Roo U
,ird era menu
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 IERD 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) 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 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 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 03/13/2017. This does not serve as an electronically
signed document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 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 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.
1
(_)0
TRINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Un erla men
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 51h Edition (2014) 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 Uplift
FM 4474
2004
1504.3.1
Wind Uplift
UL 1897
2004
1504.6
Accelerated Weathering
ASTM G154
2006
1504.6
Accelerated Weathering
ASTM G155
2005
15G7..3,150 .3. ,1537,.5.3._15_ _ 7 3
jP,yslcaIII rooerties
ATM D226
00
ELLS 7. .4, 15 7.2.9.2, 1501.5 ,. 15, 07ffll
(P vsica P.rouerties
ASTM 1 70
009
1507.11.2
P siea Pro erties
ASTM D6164
2005
j2hysica Pro erties
A TM D 22
2®
1507,3.3
Insta ation Bractice
FRSA IRI Agri 2012
2012
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867),
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRIO1111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14EBA
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-111
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
Exterior Research and Design, I.I.C.
Evaluation Report P12060.02.09-1122
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
FL5259-R26
Polyglass USA, Inc.
Revision 22: 03/13/2017
Page 2 of 14
rTPJNI-rYIERD
Enti Examination Reference Date
ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012
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 131738.02.07-112 04/29/2013
ERD (TST 6049) Wind Uplift 11757.04.01-1-Ri 04/30/2013
ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD (TST 6049) Wind Uplift P11751.05.03-Ri 11/26/2013
ERD (TST 6049) Wind Uplift P11781.11.03-Ri 11/26/2013
ERD (TST 6049) 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 6049) Physical Properties P46520.10.14 10/03/2014
ERD (TST 6049) Physical Properties P44360.10.14 10/07/2014
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 P40390.04.15 04/03/2015
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-SC11900.03.17 03/10/2017
ICC-ES (EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit 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. 04/24/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified 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.
4:2 Self -Adhering Underlayments:
4.2.1 Po 3—t I c k1 M T51 is a nomina 1160-mi t ick ru erize as ha t water roo in mem rave, ass i er rein orce , su ace
w t po wo a Inic m su � aee: meets TrAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly -film surface; meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL52S9-RZ6
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 3 of 14
TRINITY I ERD
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is. a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface; meets ASTM D1970 and TAS 103.
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
4.2.8 Polystick Dual ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with,a polyester fabric surface; meets ASTM D1970.
4.2.9 Polystick Tile,.ProTm is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.10 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4 3 Mechanically Fastened and/or Bonded Urriderlayments
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of an sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex 56 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered\tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened tile
roof systems.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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.
5.4 Polyglass 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.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 4 of 14
TRINITY I ERD
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS'
Underlayment
Asphalt Shingles
Nall -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Y25
Yes
Elastobase P
Yes
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet In 2-ply system)
No
No
No
Po stir
Yes
Yes
No
es
Yes
Yes
Polystick MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polystick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product
Underlayments
Approval
Convenience Products' Touch'n
Seal StormBond Roof Tile Adhesive
FL14506
Polystick TU Plus, Polystick TU Max
Dow TileBondTM
FL717
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® 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
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap
FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polyglass PolyLok Roof Tile
Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R22
Certificate ofAuthorirotion N9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 5 of 14
TRINITY ERD
5.6 Allowable Substrates:
-5 6 1 Qir 91—Dnd to —MI
P,:o ystic a variations ;�Dua �Pro,;Ti a Pco Po ex:SA,�P orISAP FR; Mu e-H� a A=APP Ga00 eet or SA-APP Ga , S eet
-
New Luntreate ,, ` oo` ,ASTM R41 `nme new;untieate ywoo , Existin� oo ;ASTM D41 "rime eiistin
woo , New or existin urI rime _ OSB ASTM D4r1 rune. OSB Sout ern ye ow Pine; A. STM ID'41 rime
Sout ern Ye ow Pine; ASTM D41 pnine structura eoncete; Hu e`r Engineere Woos ZIP Sne's
esl ne aninsta. e_ to,meetrvrn oa s or ro ect .
-Note: ° Po lass does not re wire rimin o new or existJn'�" woo or Q B s 'eat in .New oc existin' wood ar
OSB s_ eat to sou e c Bane _: o a ,_irean a cis nor to a icgfion o Po stir mem_ canes:
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 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 II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ 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 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 FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or It felt, Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, 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 FRSA/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.
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 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 1A or FBC 1609 for determination of design wind loads.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 6 of 14
�J\TRINITYJERD
5.6.4.30 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 1A.
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 WD1, 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:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 5.3, Note 1 of ASTM D1970-09, should be established as to slip resistance.
6. INSTALLATION:
6.1 Po ass Roo Un era merits s a e costa a in a¢cor ante wit PoWgIats1V_uIjIi9 lifFst,5115tjon re ulrements
su 'ect tot a Limitations set orth in Section 5 erein an t e s ecl Ics note be ow.
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 Elastobase, Elastobase P or Mule=Hide-Nail Baser
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex G TU,
Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc Revision 22: 03/13/2017
Page 11 of 14
TRINITY I ERD
6.4 Polystick, MTS, MTS PLUS, IR-Xe, iTU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP_ FR,
Mule -Hide SA-APP.Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.4.2
Note: Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM
D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and
seller, as set forth in Section 5.3, Note 1 of ASTM D1970-09, should be established as to slip resistance.
Hide;Ba'c Nai in Gui- e. ,Nal s s a e corrosion resistant; 31 gaU '0"rin =S ha -`t a wit aiiminifiium,l„IfSC , IM, er
metals isk or°Sfmp ex -type meta cap nai; at a minimum. rate o 72 o c Polystick TU Plus should be back -nailed
using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane.
A sea a � seams
irm_y _ro ER . ;wit a minimum 28. I han
roller. to( ensUre:fuwton-tact an a esion:
For Dual Pro and Tile Pro, align !the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).!
W�t_
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium. Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
A Po ` stic mem ranes shall: a i nstalle, to -ensure full. 1. ;contact, wit _ a rove :-su striates: Poly ass re uires"a
minimufmo 40, Weight e -ro er or,'on, steep s apes; use,o `'a sti ''roomtvsit agaroximate y 0-T5s o 'loa" app ied
art eie viem cane. Han ro ers:aretacce tab a='.orro_ _in o afe es; _a �s min 28r biro er �oi�sma aieas o �t `e
root _at•arernot:acsessi a to a ar kro ec or room:
6.4.3 Tile Applications (not allowed for Polystick IR-Xe or Polystick MU X)
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 mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
For nail -on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
Exterior Research and Design, U.C.Evaluation Report P12060.02.09-1122
Certificate of Authorization 49503 FBC NON-HVHZ EVALLIATION FI-5259-1126
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 12 of 14
9
R
Business &FProfessional Regulation �1 . ILI I �'
- BBPR ND4E ABOIIi DBPR DBPR p1V1910M9 CONTACTp6PR
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links Search
X.OrProduct Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL1464S-R2
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
p
Product Manufacturer
Metal Sales Manufactu In Gor oration
Address/Phone/Email
545 South 3rd Street, Suite 200
Louisville, KY 40202
(502)855-4300
dstermer@metalsales.us.com
Authorized Signature David Stermer
dstermer@m etalsales, us. com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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 the Bala Sockalingam
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.
OO Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL14645 R2 COI CertificatelndeDendence.pdf
Standard
Year
FM 4470
1992
TAS 125
2003
UL1897
1998
UL1897
2004
UL 580
1994
UL 580
2006
Florida Licensed Professional Engineer or Architect
FL14645 R2 Eauiv TestEouival ntC2010 UL Ddf
Sections from the Ca=_
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
03/31/2015
04/14/2015
04/18/2015
06/23/2015
FL #
Model, Number or Name
Description
14645.1
2.5" Corrugated
Min. 26 ga., 21.33" wide coverage through fastened roof panel
over min. 19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R2 II EvaluationReoortC2010 1.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0
Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c.
FL14645 R2 AE Evaluation ReportC20 10 1.Ddf
and 86.0 psf at fastener spacing of 12" o.c.
Created by Independent Third Party: Yes
14645.2
5V-Crimp
Min. 26 ga., 24 wide through fastened roof panel over min.
19/32" thick plywood deck with fasteners through panel flat.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R2 II EvaluationReoortC2010 2.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-149.6
Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c.,
FL14645 R2 AE EvaluationReoortC2010 2.Ddf
131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at
Created by Independent Third Party: Yes
fastener spacing of 12" o.c.
4645.3
5V-Cnm
in 26 ga., Z4" wide through fastened roof panel over min.
19/32" thick I ood esk wi fasteners through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R2 II EvaluationReoortC2010 3.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75
Evaluation Re orts
Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c.,
74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at
Created by independent Third Party: Yes
fastener spacing of 8" o.c.
14645.4
5V-Crimp
Min. 26 ga., 24" wide through fastened roof panel over min.
15/32" thick plywood deck or 7/16" thick OSB with fasteners
through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R2 II EvaluationReoortC2010 4.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 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.
FL14645 R2 AE EvaluationReoortC2010 4.Ddf
and 172.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.5
Aluminum Classic Rib
Nom. 0.032" thick, 36" wide, aluminum through fastened roof
panel over min. 15/32" thick plywood deck or 7/16" thick OSB.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R2 II EvaluationReoortC2010 5.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-120
Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and
FL14645 R2 AE Eva IuationReDortC2010 5.Ddf
120 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.6
Aluminum Vertical Seam
Nom. 0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 15/32" thick plywood deck or 7/16" thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 6.Ddf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
I
EVALUATION ' 1 ' 1
O?M1�.
FLORIDA BUILDING CODE 5TH EDITION�
FLORIDA PRODUCT APPROVAL
4 45.Me
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida, Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74.106
Telephone: (918) 492-5992
FAX: (866) 3664543
This report consists of
Evaluation Report (3 Pages' including cover)
Installation Details (1 Page)
Report No. C2010-3
Date: 3.27.15
i,Itt%111118til'? ,I
SO E NqC/�, -I...
No 62240
o
STATE OF .4►:
s
Pi�•'•<0R1p.
AL
FL 14645.3-R2
C2010-3
3.27.15
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. 19/32" thick plywood 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 @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1 117111,"2� 11111IMM=n acco dance w't 20 4 Section 50 .4.
Design Uplift Pressure: 41.6 vsf Q fastener s acing of 36" O.C.
(Factor of Safety = 2) 74.8 s fasteners acing
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type:
At panel ends
At intermediate
Test Standards:
Code Compliance:
Product Limitations:
Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
,exr°"ce'e`d'his 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 1505 and current
FL 14645.3-R2
C2010-3
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09
EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 4 NEW UNDERLAYMENT —\ /
(OPTIONAL) i— / —` (PANEL OVT7W) NNEEWO CONSTRRUUC110Nj
EXISTING UNDERLAYMENT
(OPTIONAL) MINIMUM ATTACHMENT:
8d x 2.5' LONG RING SHANK NAIL
OR 18 x 2" LONG WOOD SCREWS
SPACED Q 6" O.C. IN THE FIELD d[
NEW UNDERTAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
MIN. 2X— WOOD RAFTER/JOIST/ 4' O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
WOODSCREWS
WWIITHiSELF 6 OR= WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V/--CRIMP
MIN 26 GA.
DETAIL 1 19/32" THICK (MIN.)
$9-16 OR #10-14 WDODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36' O.C.
SV—CRIMP
MIN 26 GA.
PLYWOOD
DETAIL 2 19/32' THICK (MIN.)
PANEL FASTENER PER AW
PRESSURE TABLE ON THIS
5V—CRIMP
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
36
41.6
1i6
74:6
8
196.75
11. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA (t - 0.01691. EFFECTIVE. COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING do STRUCTURE AS
SPECIFIED ON RAWING.
4. T�QUIR�DESIGN WIND LOAXISSHAL'L BE DETERMINED F,OR Elidi PROJECT. I
PANEE�SYSTE#t iAAY NOT BE I STA tLL�ED I�NETI�TIiE tiE0U1RED DESIGPd iVIN4 LQA_ DS
5 E GF� TH'f�N� B 9LLOWA�91LE WINE? L SPECIFIED ON TF'i_iS .WING
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRANING do THE CODE, THE CODE StIALL CONTROL
8. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
OF