HomeMy WebLinkAboutEvaluation ReportRECEIVED OCT 2 0 7017
CBUCK Engineering
Speelalty Structural Engineberinq CBUCK, Inc. Certificate of Authorization #8064
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ST. LUCIE COUNTY
BUILDING DIVISION
FOR CO 0
I'EVIEimE=:
DATEPLANS AND P
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Evaluation Report
"Ultra HT Wind & Water SealTMA•
Roof Underlayment
Manufacturer:
MFM Building Products Corp.
525 Orange Street
Coshocton, Ohio 43812
(740) 622-2645
for
Florida Product Approval
# FL 11842.5 R3
THESE PLANS/AND ALL ?DOPOSED WORK
ARE SUCIJEC:T TO [ 1Y CO XECiiONS
nECURED 6Y FIELO R&,PEC• 00S T04T
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Florida Building Code 5th Edition (2014)
Method: 1- D
Category: Roofing
Sub - Category: Underlayment
Product: "Ultra HT Wind & Water SealTM11
Description: Self -Adhered Underlayment
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 15-115-UHT-ER
(Revises 13-161-UHT-ER,FL16562.1)
Date: 4 / 02 / 15
Contents:
Evaluation Report Pages 1— 5
CONOF,ALED FASTENERS OR ATTAOHMTS
ARE THE RESPONSIBILITY OF THE
CONTR1',C T CR OF R VID
IV
.
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
* No 31242
LU
STATEOF
�"7" /ONA1.s��`•
Dlgit^ Signed by* James L Buckner, P.E.
2015.04.1613:38:50 -"00'
CBUCK Engineering
Specialty Structural Englneerinq
Manufacturer: MFM Building Products Corp.
Product Name: "Ultra HT Wind & Water SealT"'
Product Category: Roofing
Product Sub -Category Underlayment
FL #: FL 11842.5 R3
Date: 4 / 2 / 15
Report No.:15-115-UHT-ER
Page 2 of 5
CBUCK, Inc. Certificate of Authorization #8064
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product Description: "Ultra HT Wind & Water SealTM"' is self -adhering membrane composed of a white,
non -slip cross -laminated polymer film, laminated to a rubberized asphalt adhesive
with a split release liner designed for use as a roof underlayment in high
temperature conditions.
Product Material / Material Type: Styrene Butadiene Styrene (SBS)
Standards: Material shall comply with ASTM D 1970 per Florida Building Code FBC 5th Edition
(2014), Chapter 15.
Product Dimension(s) Roll Size: 36 in. x 67 ft. rolls
Thickness: 45 mils (nominal)
Substrate(s): ��Ultra HT Wind . & Water Seal" has been evaluated for application to the
following substrates (Design of support is outside the scope of this evaluation):
.:::.?,Pluwo�
• Dens Deck
Installation: General Installation Instructions:
"Ultra HT Wind & Water SealT""' shall be installed in accordance with the
attached installation method and in compliance with applicable code sections of
the FBC 5th Edition (2014), subject to the Limitations and Conditions of Use
listed in this Evaluation Report.
Refer to installation details at the end of this report. Refer to manufacturer's
installation instructions as a supplemental guide for attachment.
BEE
FL #: FL 11842.5 R3
Date: 4 / 2 / 15
C UCIK Engineering Page Report No.: 3 -1155-UHT ER
Specialftj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM D 1970-09 — Specification Self -adhering Polymer Modified
Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam
Protection
Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the
prescribed standards in ASTM D 1970-09 standard version adopted by the
Florida Building Code 5th Edition (2014) for use as evaluated in this report.
Code Compliance: The products described herein have demonstrated compliance with ASTM D
1970-09 of Florida Building Code 2010.
Evaluation Report Scope: This product has been evaluated in compliance with the building envelope
requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 61G20-3.001.
Product Limitations and • Deck shall be in compliance with applicable building code.
Conditions of Use: • Minimum slope shall be 2:12 or greater.
• Installation is limited to use with approved roof coverings that are
mechanically fastened through the underlayment and is attached to the
sheathing or rafters.
• Not to be applied over active solvents or sealants, EPDM rubber or
products containing silicone.
• Do not expose product to direct sunlight for more than 60 days.
General 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(l)(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.
• 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)
FL #: FL 11842.5 R3
Date: 4 / 2 / 15
CBUCK Engineering Page
rtNo.:4of55-UHT-ER
IN
Speclalty Stiucfiural Englneerinq CBUCK, Inc. Certificate of Authorization #8064
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC
Organization ID# QUA 1824).
Referenced Data: 1. ASTM D 1970-01 Test
By PRI Construction Materials Technologies, Inc.
(FBC Organization ID#TST 1556)
Report No. MFM-039-02-01, Date: 8/15/13
2. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
MFM Building Products Corp. Licensee #335
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 11842.5 R3
Date: 4 / 2 / 15
g Page Report No.: 5 of 55-UHT-ER
CBUCK Engineerin
SpL c csiftj Structural Englnt�rinq CBUCK, Inc. Certificate of Authorization #8064
INSTALLATION METHOD
MFM Building Products Corp.
Ultra HT Wind & Water Seal
Self -Adhered Roofing Underlayment
General Installation Instructions:
• Product to be applied directly to a clean dry surface.
• Prime any weathered surfaces. Dens Deck must be primed with asphalt base primer.
• Starting at the low point of the deck, peel back 12"of the release liner, align the membrane and press
into place onto roof deck.
• Adhesive is pressure -activated, so press firmly into place using uniform pressure with a 2-3" heavy
steel or rubber roller to seams and overlap.
• Overlap end laps a minimum of 6". Side laps must be a minimum of 3".
• Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight.
• Apply membrane only in fair weather when the air, surface and membrane are at a minimum
temperature of: 50° F
• Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone.
• Do not expose product to direct sunlight for more than 60 days.
Refer to the manufacturer's installation instructions as a supplemental guide for attachment.
Product Illustrations
1+1
V LTRA HTT
WIND & WATER SEAL
Spli=lclaltly Structural Englnpelrinq
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
CBUCK, Inc. Certificate of Authorization #8064
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
Category:
Sub - Category:
Product:
Material:
Panel Thickness:
Panel Width:
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 16-166-5V-S6W-ER
(Revises 16-123-5V-56W-ER)
Date: 12 / 22 / 16
Contents:
Evaluation Report Pages 1— 7
Roofing
Metal Roofing
5-V Crimp Roof Panel
Steel
26 gauge.
24"
Wood Deck
Digitally signed by lames L. Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15.23.\X%x 11111I
* ' No 31242
wZ:
i0
;0 STATE OF
'•.FCORIOP.•''
/ / ,ONA`SC�`\.
2016.12.28 14:08:53-05'00'
CBUCK, Inc. - Palm Beach County, Florida
Phone: (561) 491-9927 • Email: chuck@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
CMUCK ring Report No.: 16-166-5V-S6W-ER
N %_j Page 2 of 7
Specialty Structural Englnperinq CBUCK, Inc. Certificate of Authorization #8064
Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
http://www.extrememetaIfabricators.com/
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:
RtF
Cop! wr, d
• 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)
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CS'LJON-0 EnQ1neering Page Report No.: 3 -1676-5V-S6W-ER
Specialty Structural Engtnpertnq CBUCK, 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 covering systems
• TAS 125-03 —Standard Requirements for Metal Roofing Systems
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"
• 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.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3. 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 ID# QUA
1824).
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
C.m E =0" I U co.-ic 0-,. encineering Report No.:16-166-5V-S6W-ER
Page 4 of 7
Specialty Structural • Engineering 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 for Attachment 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 B18.6.1
Type:
Size:
Used for Attachment Method 2, 3 & 4
Corrosion Resistance:
Hex Washer Head Wood Screw
Standard:
#10 x 1-1/2" (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:
Thickness:
Properties:
Density:
Or Compressive Strength:
Rigid Insulation Board
3" (max.)
2.25 pcf (lbs/ft3) min.
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 meet 3/16" min. penetration through deck or 5/8"
min. embedment into wood plank.
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
r�g Page Report No.: 5 of 76-5V-S6W-ER
CBUCK eert
Specialty Structural Engineering 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)
■ Rib Interlock: Lapped
■ 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
+'.METHOD
1:
METHOD 2:
METHOD 3:
METHOD 4:
Design Pressure (ASD)*:
- 6 PSF--
p 93.5 PSF
-101 PSF
- 228 PSF
Row Spacing: (''
16 o.c.A
16" o.c.
8" o.c.
6" o.c.
Fastener Spacing (along rows):
12" o.e.
12" o.c.
12" o.c.
12" o.c.
Fastener Size:
#9—v-
#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 RM AM11 () M%g
By Architectural Testing, Inc. -West Palm Beach
(FBC Organization #TST ID: 1527) FIL F. m 11v
Report No.: D5893.02-450-18, Date: 07 / 22 /1,' ` "`
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)
FL #: FL 17022.1 R6
Date:
12 / 22 / 16
COW" C K"*
rQ ng
1
Report No.:
Page
16-166-5V-S6W-ER
6 of 7
Specialty Structural E=ncj1nL=L=r1nQ CBUCK, Inc. Certificate of Authorization #9064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Drawings
24"
12"
3/811 7
OPTIONAL STRIATIONS
Panel Profile
Nominal 12" o.c. I Nominal 12" o.c.
Fastener
#9 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 8 u c IR %-ok: anqineerinQ Report No.: 16-166-5V-S6W-ER
N- Page 7 of 7
SpeciaitLj Structural Engineerinq 11CK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
-15/32" or greater Plywood, or Thickness 3" Maximum
- Wood plank
Typical Roof Assembly
Isometric View _ 1 1
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
ALLOWABLE LOADS
J
METH D 3;�
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):
o c. �
j 12" o.c.
12" o.c.
12" o.c.
Fastener Size:
I #10
#10
#10
* Allowable design pressures) for allowable stress design (A SD) with a margin of safety of 2 to 1.