HomeMy WebLinkAboutNotice of Acceptance MIAl'O MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
d
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599
NOTICE OF ACCEPTANCE (NOA) www.rniamidade.gov/econ0mv
TRI-BUILT Materials Group,LLC
PO Boz 70
Rutherford,NJ 07070
SCOPE:
This NOA is being issued'under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Mi I'-Dade County Product Control
Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner,the manufacturer will incur the expense of such testing and the.AHJ may immediately
revoke,modify,or suspend the use of such product or material within their j sdiction. RER reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved a' described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: TRI-BUILT Sand-R SA Shingle,Smooth HT S/A and S/A HT TU Underlayment Products
a
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo;city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted,herein.
RENEWAL of this NOA!shall be considered after a renewal application has been filed and there has been no change
in the applicable buildingcode negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this TOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall tie cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA consists of pages 1 through 5.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 15-1123.06
rmEerxsr Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 1 of 5
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Category: Underlayment
Materials: SBS
SCOPE:
This acceptance is for TRI-BUILT Sand-R SA Shingle,Smooth HT S/A and S/A AT TU Underlayment Products,
as described in this Noticed of Acceptance,for use with approved prepared roof assemblies as described in this Notice
of Acceptance; designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone of the
Florida Building Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BV APPLICANT:
Test Product
Product Dimensions Specification Description
Tri-Built Sand-R SA Shingle 36"x 65'rolls ASTM D1970 Self-adhering glass fleece reinforced,SBS
Underlayment modified bitumen roofing underlayment.
Manufacturing Location#1-3
Tri-Built Smooth HT S/A 36"x 65'rolls ASTM D1970 Self-adhering glass fleece reinforced,
Underlayment elastomeric bitumen roofing underlayment.
Manufacturing Location#1-3
Tri-Built S/A HT TU 39 3/8"x 65 3/5' TAS 103 and Self-adhering glass fleece reinforced,SBS
Underlayment rolls ASTM D 1970 modified bitumen roofing underlayment.
Manufacturing Location#3
MANUFACTURING LOCATION:
1. Drummondville,Quebec(Canada)
2. Wadsworth,OH
3. Gulport,MS
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Rebort Date
Underwriters Laboratories,'Inc. R21824 UL790 09/11/15
Trinity I ERD S40540.02.13-1 ASTM D1970 02/19/13
S40540.11.13 ASTM D1970 11/19/13
S43530.02.14-1-R1 TAS 103 1 05/14/14
S44870.04.14-4 ASTM D197,,0 04/10/14
S44870.04.14-1 ASTM D1910 04/10/14
S44870.04.14-3 ASTM D1970 04/02/14
S40540.10;14 ASTM D1970 10/31/14
SOPC-SC8520.04.15 TAS 103 04/27/15
NOA No.: 15-1123.06
MMMMMMECCUMTE Expiration Date: 09/29/20
MORROW Approval Date: 04/28/16
Page 2 of 5
i
APPROVED ASSEMBLIES:
Deck Type 1: Wood,Non-insulated
Deck Description: 19/k"or greater plywood or wood plank
System E(1): Base sheet mechanically fastened,membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type 11 or ASTM D2626 with a minimum 4" side lap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and
two staggered rows 12" o.c.the field of the roll.
Membrane: One ply of Tri-Built S/A HT TU Underlayment,Tri-Built,Smooth HT S/A Underlayment
or Tri-Built Sand-R SA Shingle Underlayment with minimum 3-inch side laps and 6-inch
end laps. Starting at the first course,parallel to the eave,align the membrane carefully by
completely unrolling and setting it exactly where it will be installed. Once aligned,rewind one
half of the length. Gently score the release paper on'the high side of this roll,ensuring not to
cut,through the membrane's thickness. Unroll this first half by evenly peeling back the release
paper while simultaneously and slowly pushing out the membrane. yRepeat process for
remaining one half of the length. Once installed,the membrane must be pressure rolled with a
metal or rubber roller. Pressure shall be applied over the entire surface,paying particular
attention to all side and end laps.
Surfacing: Approved for Mechanically Fastened Metal Roofing,Wood Shake&Shingles,Asphalt
Shingles, Slate,Simulated Slate.
Deck Type 1: Wood,Non-insulated
Deck Description: 11/32" or greater plywood or wood plank
System E(2): Base sheet mechanically fastened,membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type H or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps and
two staggered rows 12" o.c.the field of the roll.
Membrane: One ply of Tri-Built S/A HT TU Underlayment with minimum 3-inch side laps and 6-inch
end laps. Starting at the first course,parallel to the eave,align the membrane carefully by
completely unrolling and setting it exactly where itwill be installed! Once aligned,rewind one
half of the length. Gently score the release paper on the high side o f this roll,ensuring not to
cut through the membrane's thickness. Unroll this first half by evenly peeling back the release
paper while simultaneously and slowly pushing out the membrane. Repeat process for
remaining one half of the length. Once installed,the membrane must be pressure rolled with a
metal or rubber roller. Pressure shall be applied over the entire surface,paying particular
attention to all side and end laps.
The Tri-Built S/A HT TU Underlayment shall be back nailed to deck with approved annular
ring shank nails and tin caps at a maximum 12" o.c.at the side laps and 6" o.c. at the end laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Mechanically Fastened Cement or Clay Roof tiles. Tri-Built S/A HT TU
Underlayment may be used with any approved roof the system adhered as specified in their
current NOA using any foam adhesive listed and having a current adhesive NOA approval.
e€ NOA No.:15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 3 of 5
d
i 1
I
LOUTATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
the applicable building code. Tri-Built S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlayment or
TriBuilt Sand-R SA Shingle Underlayment shall be installed in strict compliance with the applicable building
code.
3. TriBuilt S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment shall be applied to a smooth,clean and dry surface,free from irregularities. 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. When a smooth,clean and/or dry surface cannot be obtained,the substrate shall be
primed with Elastocol Stick prior to application.
4. TriBuilt S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlament or Tri-Built Sand-R SA Shingle
Underlayment shall not be applied over an existing roof membrane as a recover system but may be applied over a
roofing Base/Anchor sheet underlayment.
5. TriBuilt S/A HT TU Underlayment is acceptable for use in foam adhesive set and mechanically fastened roof tile
systems as specified in the surfacing option of the approved assemblies.
6. TriBuilt Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle.Underlayment shall not be left exposed
as a temporary roof for longer than 30 days.
7. Tri-Built S/A HT TU Underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application. d
d
8. TriBuilt S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment may be used with any approved roof covering listing Tri-Built S/A HT TU Underlayment,Tri-Built
Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment. If Tri-Built S/A HT TU
Underlayment,Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment is not
listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product
Control Department for approval based on the necessary documentatio to detail compatibility of the products,
wind uplift resistance and fire resistance results.
9. When applying the membrane in the valley,start at the low point and work to the high"point,rolling the
membrane from the center outward in both directions. For ridge applications,center the membrane and roll from
the center outwards in both directions.
10. Membrane shall be applied to protrusions,slope changes,valley,curb,and other roof trop penetration details
before any other sections of the roof.
NOA No.: 15-1123.06
nAW CCKJNTYExpiration Date: 09/29/20
Approval Date: 04/28/16
Page 4 of 5
N
11. All products listed herein shall have a quality assurance audit in accordai
nce with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
12. Tiles must be staged onto Tri-Built S/A HT TU Underlayment not to exceed 10:high,to the standard maximum
roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staging at slope>5:12 shall use alternate
staging method(bottom tile shall be inverted followed by eight tiles high on slope, as illustrated in Figure 1
below).
7Y
zu
_ F
� d
Figure 1: Alternate Staging Method
At roof slopes greater than the preceding limitations all tiles shall be loaded onto a nominal 1"x 2"horizontal
batten to prevent slippage.
13. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city,state and the following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade
County Product Control Seal as shown below.
MIAMFDADE COUNTY
END OF THIS ACCEPTANCE
i
MRAIMIMEC
NOA No.:15-1123.06
��� ! Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 5 of 5
o
SCIS Home Log In i User Registration 1 Hot Topics Submit Surcharge Stats&Facts 1 Publications FBC Staff BCIS Site Map Unks Search i
a
'A Product Approval
b
USER:'Public User
Product Aooroval Menu>Product or Application Search>Apolication List>Application Detail
FL# FL17022-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived —.
Product Manufacturer Extreme Metal Fabricators,LLC.
Address/Phone/Email 2160 SW Poma Drivel
Palm City,FL 34990
(772)872-8034
tare @extrem em eta Ifa b ricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
richard@emfab.net
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
Evaluation Repoli-Hardcopy Received
I
Florida Engineer or Architect Name who developed James L Buckner,P.E.@ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Michael John Riemer,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOfIndeo.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
I
Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1-"5V Crimp"(116) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically
attached to Wood Deck with screws
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 1 5VCrimo 26oa WoodDeck EVALREPORT R6.0f
Approved for use outside HVHZ:Yes Verified By:James L Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 1 5VCrimp 26oa WoodDeck EVALREPORT R6.Ddf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes.
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.2 2-. "5V Crimp"(R6) 0.032"Aluminum,3/8I Rib height,21"wide lapped roof panel,
mechanically attached to wood deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 2 5VCrimo 032A1um WoodDeck EVALREPORT R6.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT R6.odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
i
17022.3 3-"1.5"Mechanical Seam" 1.5"rib height,16"wide,24 gauge steel,Istanding seam roof panel
(115) mechanically attachedlto wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 3 1.5 MechSeam 24aa.WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L.(Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other,Refer to evaluation report for conditions FL17022 R6 AE 3 115 MechSeam 24aa WoodDeck EVALREPORT.odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
i
17022.4 4-"1.5"Mechanical Seam" 1.5"rib height,16"wide,0.032"aluminum,standing seam roof panel
(R5) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032Aium (WoodDeck EVALREPORT.Ddf
Impact Resistant:No Verified By:James L.Buckner,P.E.@ CBUCK Engineering P.E.#31242
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions Evaluation Reports
and limitations of use.Install the assembly in FL17022 R6 AE 4 1.5
compliance with the installation method listed in MechSeam 032A1um (WoodDeck EVALREPORT.odf
this report and applicable code sections of FBC. Created by Independent Third Party:Yes
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.5 5-"1 in.Nail Strip"(R5) 1"rib height,16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II S 11 ailStrin 26oa WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L!Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions
and limitations of use.Install the assembly in FL17022 R6 AE 5 1NailStrio 26ga WoodDeck EVALREPORT odf
compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
i
17022.6 6-"1 in.Nail Strip"(115) 1"rib height,16"wide,10.032"aluminum,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 6 SNaiiStrio 032A1um WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 6 1NailStrip 032A1um WoodDeck EVALREPORT.odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
i
17022.7 7-"1.5 in.Nail Strip"(RS) 1.5"rib height,19'wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 7 1.5NailStrio 26ga WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 7 1 5NailStrio 26ga WoodDeck EVA'REPORT.ndf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes,
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.8 8-"EMAX Rib"(115) 29 gauge steel,lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 8 EMAX Rib 29aa WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independe t Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 A.E 8 EMAX Rib 29aa WoodDeck EVALREPORT.odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
17022.9 9-"PBR MAX"(R5) 26 gauge steel,lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 9 PBR Rib 26ga WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L: Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.odf
and limitations of use.Install the assembly in Created by Independent Third Party:Yes
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
Back Next
Contact Us::2601 Blair stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privl w 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
mail to this entity.Instead,contact the office by 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
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the publi To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
CSUCK &ngineOrIng
Speacialty Structural Eng �
insrinc3 CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"5-V Crimp„
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R6
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
"Method: 1 - D
MW°
fateg° GaWaiwan Roofing
Sub•Categc u - Category: Metal Roofing
Product
Panelmia Wil` Product: 5-V Crimp Roof Panel
PanelWldth: Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24" 1.
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23.```1111 111/,,7,
James L. Buckner, P.E.,SECB ``�. �g L: eu�,�
lanfldfiddlP%fessional Engineer#31242 ,
Roridaftfessionalbrreer#31242 = *'
poFdGrnidra Calvation ANE ID: 1916 No 31242
-
�'� 4` ager: Diana Galloway
R 'k : ,�
Report No.
eNo. 16-166-5V-S6W-ER ��,n•. STATE OF ; _Q/
'Ne' ses616-123-5V-S6W-ER) %Fs••.A[ORIDP.•
ggftte: 12/22/16 '�S�ONA1-� o
Evaluation Report Paged-7 '�/f/IIIll111�
Contents: �• _
Evaluation Report Pages 1—7
2016.12.2814-.08:53-05'00'
CBUCK,Inc. - Palm Beach County,Florida
Phone:(561)491-9927• Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
FL#: FL 17022.1 R6
Date: 12/22/16
N C
Eng �in Page rt No.:2 of 76-SV-S6W-ER
OESUCKS(�E:k=C31 ,l Structural Er-QTri�rir�Q CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
Product Name: S-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
I
a
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure(ASD): Refer to Table A
(Refer to"Table A" attachment details herein)
FL#: FL 17022.1 R6
Date: 12/22/16
C UCi Ing Page R�Port No.:3 -1676-5V-56W-ER
Specialty Structural Engineering MUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance,of Roof Assemblies
• UL 1897-04—Uplift test for roof cove ring systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
I
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: documentation, specifications and installation ' method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval'.
Option for application outside Limitations and Conditions of Use
a Rule 611320-3.005(1)(e) allows enginei ring analysis for"project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code".Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule(FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61620-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3,and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade&-Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and " Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization IN QUA
1824).
FL#: FL 17022.1 R6
Date: 12/22/16
N E ���� .Page rt No.:4 of 76-5V-S6W-ER
=ncalnememSpsclatt j Structural Enganelprinq CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 24" (max.)Coverage
Rib Height: 3/8"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
FASTENER 1 Used forAttachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (or of sufficient.length to meet 3/16" min.
Corrosion Resistance:
penetration through deck or 5/8" min.
Standard: embedment into wood plank)
Per FBC Section 1506.6 and,1507.4.4
FASTENER 2 Per ANSI/ASME 818.6.1
Type:
Size: Used forAttachment Method 2, 3&4
Corrosion Resistance: Hex Washer Head Wood Screw
Standard: #10 x 1-1/2"i(or of sufficient length to meet 3/16" min.
penetration through deck or 5/8"min.
embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
Components/Materials: Underlayment:
(by Others) Material and application shall be in compliance with. FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs'/ft )min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength:
• Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to meets 3/16" min. penetration through deck or 5/8"
min.embedment into wood plank.
FL#: FL 17022.1 R6
r� Date: 12/22/16
UC i Q ring Page Report No.:5 -1676-5V-S6W-ER
SpLclaltLj Structural ICngln��rinq MUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Referto'TABLE A"Below
(attached to the tops of the V's for�a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
■ Rib Interlock: Lapped d
■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into
wood plank
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE�"A-
ALLOWABLE
LOADS
i
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.S PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(along rows): 12"O.C. 12"o.c. 12"o.c. 12"O.C.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel asset bly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL-
(FBC Organization#TST ID:1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18,/15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID:1527)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization IN QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 17022.1 R6
Date: 12/22/16
C a mu"O"co. r=n q Ind em ring ng Page Report No.:6 - 66-SV-S6W-ER
� N I
Sptacldl w Structural Engtne4=- rinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
24"
12"
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
Fastener
#19 x 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A"
Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Overlap Refer to Table"A"for Spacing Along Panel Length
Deck:
-15/32"or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
• FL#: FL 17022.1 R6
Date: 12/22/16
C UCEnginemering Page Report No.:16-16
- 76-5V-S6W-ER
Specle3 ty Structulresl IEnQlnse rinq CauCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Fasteners-
#9 X 1-1/2"Min. or
#10 X 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
�I& !/
Zti
Optional:
Deck Rigid Insulation
-15/32"or greater Plywood,or Thickness'3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page' 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.S PSF -101 PSF; -228 PSF
Row Spacing: 16"o.c. 16"o�c. 8"o.c. Vox.
Fastener Spacing(across panel width): 12"o.c. 12"o ic. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)wilth a margin of safety of 2 to 1.