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FORT PIERCE, FL 34982.5652 MAY 0 4 2018
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RE
\CBUCK EngineerinQ
Specldlty Structural E=ncjlnL=L=rIr1Q CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer: FILE
COPY
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034 RI=VISION
for
Florida Product Approval
# FL 17022.1 R3
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: S-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61615-23.
Prepared by:
L BUc�4
James L. Buckner, P.E., SECS
Florida Professional Engineer# 31242 — GI ` N�o31242 •F*�_
No 31242
Florida Evaluation ANE ID: 1916 8T. LUCIE COUNTY
BUILDING DIVISION
Project Manager: Youry Demosthenes REVIEWED �� cu_
Report No. 15-217-5V-S6W-ER FOR COMP CE %�.c� '. STATE OF _�\
REVIEWED BY •FLORIDP.•'
(Revises 15-176-5V-S6W-ER) DATE G
SS�O•NA`��\\
Date: 12 / 18/ 15 :INSPECTION
LANS AND PERMIT t I t I I I
MT BE KEPT ON JOB OR
I NO WILL BE MADEContents:
Evaluation Report Pages 1—7
2015.12.18 10:53:51 -05'00'
CBUCK,Inc.,Palm Beach County,Florida
Phone:(561)491-9927• Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net
L#: FL 17022.1 R3
Date: 12/ 18/ 15
CBUCK Engineering Pap°rt No.: 2- 5V-S6W-ER
of 7
Specialty Structural Engineerinq CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: 5-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)
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)
L#: FL 17022.1 R3
Date: 12/ 18/ 15
CBUCK �ngln�Prin Report No.: 3 of 5V S6W ER
SpPclalty Structural Ef1QlnL=L=rincj CBUCK,Inc. Certificate of Authorization#8064
Performance The product described herein has demonstrated compliance with:
Standards: • ULS80-06— Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014), Section 1504.3.2.
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 Scope of"Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
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"
Rule 61G20-3.005(1)(e) allows engineering 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.
• 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 ID# QUA
1824).
L#: FL 17022.1 R3
Date: 12/18/ 15
CBUCK Engineering Page rt No.: 4 of 77 5V S6W-ER
SpPcidlfiy Structural EnQineerinq 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: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
FASTENER 2 Used for Attachment Method Z 3 & 4
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
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 penetrate thru bottom of support a minimum
of 3/16".
L#: FL 17022.1 R3
Date: 12/ 18/ 15
CBUCK Engineerincc Page rt No.: 5 of 77 5V S6W-ER
Specialty Structural EncjI leering CBUCK,Inc. Certificate of Authorization#8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
• Fastener Spacing: Refer to"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)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF - 101 PSF -228 PSF
Row Spacing: 16"o.c. 16" o.c. 8" O.C. 6"o.c.
Fastener Spacing(across panel width): 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 assembly 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 ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee #974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization #ANE 1916)
:L#: FL 17022.1 R3
Date: 12/ 18/ 15
CBUCK Enginperinq Page rt No•: 6 of 5V-217 -ER
Specldlty Structural Englnpprtng 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" Maximum Net Coverage
5/8
Panel Profile
Nominal 12'ac. Nomnal 12'me
Fasteners
#B x 1-1R' Min. or #10 x 1-1/7 Min.per Table W
Hex Waal m Mead Screw
Panel Overlap Spawd 12'or-a==the Panel Width
ReW W Table'A'for Specang Along Panel Length
7 Dedc
- 1 SW or Grad r Plywood,or
- Wood Plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
• I#: FL 17022.1 R3
Date: 12/18/ 15
CBUCK Engtneennq Report No.:15of 5V -217 -ER
■ • Stfl..lC�l.lydl E�1Q1�'1E�PIr1Q CBUCK,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 C mp Roof Panel
Hex Washer Head Wood Screws
�o
Deck:
15/32"or greater Plywood,or
-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 -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel width): 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.
CREEK Certificate of Authorization bur 29824
17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017
P.O. Box 1404
Joplin, MO 64802 ;• „^ - �'� ,' r
(417)624-6644 �j to
http://www.tamko.com k ; r
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.1.1 REVISIONProperties:es: Ph sical properties
PRODUCT DESCRIPTION
TAMKO®ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO®ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard® with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
TAMKO®No.15 ASTM ASTM D 226, Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No. 15 UL ASTM D 226, Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 ASTM ASTM D 226, Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 UL ASTM D 226, Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®TW Metal and Self-adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
TBP14001.4 FL12328-R8 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
TAMKO®TAM-FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non-
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be
checked for protrusion and corrected prior to underlayment application.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting
joints.
The minimum application temperature shall be 50°F except as follows:
a) The minimum application temperature of TAMKO®TW Metal and Tile Underlayment and TAMKOS TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKOO Moisture Guard®shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Metal Roof Mineral Wood
Asphalt Panels and Surfaced Roll Shingles and Slate Clay and
Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile
TAMKOO ASTM Slate Y1 N N N N Y
Surfaced Roll Roofing
TAMKO®ASTM Tile N N N N N Y
Underlayment
TAMKOO Master Smooth Y' N N N N N
TAMKO®Moisture Guard® Y N N N N N
TAMKO®No.15 ASTM
Asphalt Saturated Organic Y Y Y YZ N N
Felt
TAMKO®No.15 UL Asphalt Y Y Y Y2 Y N
Saturated Organic Felt
TAMKO®No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKO®No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAMKO®TW Metal and Tile Y Y N N N Y
Underlayment
TAMKO®TW Underlayment Y Y N N N N
TAMKOO TAM-FELT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001.4 FL12328-R8 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
7) The underlayment may be used as described in other current FBC product approval documents.
8) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995
ASTM D 4798 2011
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D 226 2009
TBP14001.4 FL12328-R8 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
%0%lijill I I II#,,
R- "I,
E•Ns RFs'., 2017.10.19
G
• No 74021 12:15:5 8
-04'00'
O'.•• S TATE O F .:44/
' �` '•'° P,•' .` Zachary R. Priest, P.E.
C?♦♦ Florida Registration No. 74021
�0NA�1� ♦♦♦ Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this
evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product.
END OF REPORT
TBP14001.4 FL12328-R8 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.