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. . . PRODUCT.
SUPPLY & MANUFACTURING
5VCRIMF
26 • 5VCRIMP ROOF PANEL OVER PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.13 R2
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC. MAY 17 2017
PERM,ITTIiNG
26 Ga. 5V Crimp Roof Panel over 15132" Plywood St. Lucie
Florida Product Approval #11651.13 R2
Florida Building Code 2014
Per Rule 61 G20-3 THFSE PLANS AND ALL W^Pr)g1`D WO :'
CONCEALED FASTENERS OR ATTACHMENTS Method: 1 -D ARE r,I74!"!Ft'-T+ONS
REOURE0 LY rCLO I11 1-rT(, S THAT
ARE THE Rt','TAO C P:(1LITY OF THE Category: Roofing AWAY UE NECESSARY IN GNOFR TO
�Tp�v*n9 0�pEC R Subcategory: Metal Roofing
C��. �. . C,.D corrlPLY WITH ALL aQruc/aLLi CODES, '
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 �%•%'Pr11EL S.
O
cENSFtit
Engineer Evaluator: �:- No. 75519 '
Dan Kuhn, P.E. #75519
3�$ Florida Evaluation ANE ID: 10743 .-D-
ST. LUCIE COUNTY = STATE OF
j 0.n
E3U!LD!NG DIVISION
' �c
tiE�lirL3�� Validator: ,;�.s '•�0 R I.D P.•���:
Fon <� PLI- ` Locke Bowden, P.E. #49704 �' ffkT NAL
FEVIE��EDE3Y ' �t, ����
DATE -/ 9450 Alysbury Place o6�3o sly
PL<,Ns tir,D PERh1IT Montgomery, AL 36117 /
MUST BE KEPT ON JOB OR
NO INSPECT!0N VPLL f'E MADE
Contents:
Evaluation Report Pages 1 - 5
'lift (;(Jp my
FL# 11651.13 R2•1UNE 15,2015
PRODUCT REPORT
KUHN ENGINEERING, LLC
11670 ISLAND LAKES LANE, BOCA RATON, FL 33498 FIL COA
. . , . . . . , GuIfCoast
SUPPLY & MANUFACTURING
15VCRIMP
• ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL •
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/32" plywood decking.
Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal,
'/a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum '5/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table"A"
Maximum Total Uplift Design Pressure 94.25 psf 131.0 psf
Fastener Pattern 12"-12" 9.5"-2"-9.5"
Fastener Pattern Spacing 16" O.C. 16" O.C.
Design Pressure includes a Safety Factor= 2.0.
FILE COPY,
FL#11651.13 R2•JUNE 15,2015
0 11 Nq2z""mm
KUHN
If 1 ENGINEERING,BOCA RATON, 33498-FL COA#30464
• '.0 FLORIDAAPPROVAL �.
Gulf roast
1ANUFACTURING
5VCRIMI�
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.13 R2
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04- Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 1 17-0053T-05 & 117-0331 T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL#75519) @ Kuhn Engineering, LLC
(FBC Organization #ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R2•JUNE 15,2015
I
PRODUCT .
ENGINEERING,KUHN
Gulfc>
,IANU FACT URING
15VCRIMP
26 GA.IAL
5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.13 R2
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, 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. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.13 R2•JUNE 15,2015
. .
LOAD TABLEGulkoast
SUPPLY & MANUFACTURING
5VCRIMP
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL
• •
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height <_ 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category Il, Enclosed Building, based on Florida Building Code 2014.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4' (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
ZONE 3 #9715x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 2 16"TYPE 2
1.)PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80,24"COVERAGE.
2.)PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/MIN. '/4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.'!Y32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
ZONE2 HIP ROOF ZONE3— ia' Note:Dimension(a)is defined as 10%of the minimum width of the building or
a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
less than either 4%of the minimum width of the building or 3 feet.
` RIDGE i
TYPE 1 FASTENER PATTERN
--- ��\ (1) #9-15 x 1-1/2" HWH w/Sealing Washer
ZONE, 12 12"
EAVE At Panel Lap
ZONE 2 GABLE ROOF a
TYPE 2 FASTENER PATTERN
—RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer
------�- ---- - -----!
{------------ --- -------
211 9.511 - '2111' 9.511 -,�►2��1
\ ZONE 1
i
ZONE 3 EASE
FL#11651.13 R2•JUNE 15,2015
PRODUCT REPORT
ENGINEERING,KUHN
LANF, BOCA RATON,
V H EXTERIOR RESEARCH&DESIGN,LLC.
!,A 7 Certificate of Authorization#9503
TRINITY MAY r 2017 353 CHRISTIAN STREET,UNIT#13
QERD _ OXFORD,CT 06478
PE�`AI�I"" PHONE:(203)262-9245
St. Lucie Ccus,`;, FL FAX:(203)262-9243
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R3
32923 Mission Way FL11602-R3
Mission,BC V2V-6E4 Date of Issuance:11/03/2008
Canada Revision 3:05/01/2015
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 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: Titanium' 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 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 "TrinitylERD 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:
A •.
• .-eT4Tt OF io�'c
T:
����•''c;C?;•''r` The facsimile seal appearingwas Robert J.M.Nieminen,P.E. FSJ,•. .. �;. .This snots rveadbyRobertNieminen,
'`,�J�� P.E.on OS/OS/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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 I 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.
S. 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium— Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006
T1507.8,1507.8.3,1507.9.3 Loss on Heating
1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009
1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance
1507.5.3.2,1507.7.3,1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
ERDY Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008
ITS(TST1509) Physical Properties 3146738COQ-0038 03/28/2008
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adherin¢Underlayments:
4.1.1 Titanium— PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer-
coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square.
4.2 Mechanically Fastened Underlayments:
4.2.1 TitaniumTM UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 Ibs/square.
4.2.2 Titanium—UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 Ibs/square.
4.2.3 Titanium— UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 Ibs/square.
4.2.4 Titanium— UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 Ibs/square.
4.2.5 Titanium— UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 Ibs/square
4.2.6 Titanium'" UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 Ibs/square.
4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2 Ibs/square.
Exterior Research and Design,U.C. Evaluation Report 111980.11.08-R3
Certificate oJAuthoriration#9503 FL11602-R3
Revision 3:05/01/2015
Page 2 of 6