HomeMy WebLinkAboutEVALUATION REPORTCBUCK Engineering
Specialty Structural Enc3lnecarinq
Evaluation Report
"Englert® Series 1101"
Metal Roof Assembly
Manufacturer:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
for
Florida Product Approval
# FL 11698.6 R4
CBUCK, Inc Certificate of Authorization
Florida Building Code 6th Edition (2017)
Method: 1- D
Category:
Sub - Category:
Product:
Material:
Panel Thickness:
Panel Width:
Panel Seam:
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 17-135-S1101-S4W-ER
(Revises 15.126-SI10144W-ER, F111698.6 R4&R3)
Date: 9 / 16 / 17
Contents:
Evaluation Report Pages 1-8
Roofing
Metal Roofing
"Series 1101" Roof Panel
Steel
24 gauge
16"
Snap -Lock
Wood Deck
SCANNED
BY
St. Lucie County
Facsimile of digital copy signed by
James L. Buckner, P.E.
Electranicallysigned and sealed documents shall
comply with the provisions of FAC Rule 61G15.23.
, 4 ' B BCi
� � :'uCEN3F''.•.��i
*'• Na 31242 •.*'
0,n ••.• STATE OF •'•
2017.10.11 13:33:36-04'00'
CBUCK, Inc. dba CBUCK Engineering
Phone: (561) 491-9927 • Email: cbuck@cbuckincnet • Website: w .cbuckinc.net
Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
FL #: FL 11698.6 R4
Date: 9 / 16 / 17
Page Report No.: 2 of 8 51101-saW-ER
CBUCK Enc ineen
Sp 4=1cs ty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Manufacturer: Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732) 826-8614
http://www.englertinc.com/
Product Name: "Series 110V
Product Category: Roofing
Product Sub -Category Metal Roofing
Compliance Method: State Product Approval Rule 611320-3.005 (1) (d)
Product/System "Series 1101" Roof Panel
Description: 24 gauge steel Nailstrip roof panel mechanically attached to 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. Adhesive (select systems)
4. Underlayment
S. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support system 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: 3 :12 or greater
In compliance with FBC Chapter 15 based on the type of roof covering,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: METHOD 1: - 350 PSF
(Refer to "Table A" attachment details herein) METHOD 2: -165 PSF
CBUCK Engineering
FL #:
FL 11698.6 R4
Date:
9 / 16 / 17
Report No.:17-135-S1101-S4W-ER
Page
3 of 8
Spedalty Structural Englneerinq 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 1897-12 — Uplift test for roof covering systems
• TAS 12S-03 —Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standard UL 580-06 & UL 1897-12
adopted by the Florida Building Code 6th Edition (2017).
Code Compliance: The product(s) 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
Scope: requirements 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 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
ID# QUA 1824).
C®UCK Engineering
FL #: FL 11698.6 R4
Date: 9 / 16 / 17
Report No.. 17-135-S1101-S4W-ER
Page 4 of 8
Specldll'y Structural &ngincerinq CBUCK, Inc Certificate of Authorization 88064
Components/Materials Roof Panel:
Englert Series 1101
(by Manufacturer): Material:
Steel
Thickness:
24 gauge (min.)
Panel Widths:
16" (max.) Coverage
Rib Height:
1"
Yield Strength:
40 ksi min.
Corrosion Resistance:
Per FBC Section 1507.4.3
Fastener:
Type: Pancake -Head Wood Screw
Size : #10 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
Seam Adhesive/Sealant:
Product Name: Bostik Chem-Chaulk 915
Type: One component, polyurethane adhesive
Application Size: 3/8" bead
Application Location: along male flange the full length of panel
(Refer to Table "A" and drawing Pg 6-7)
Components& Underlayment:
Materials: Material and application shall be in compliance with FBC Section 1507.1.1 and in
(by Others) accordance with applicable code sections and 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
incor porated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
FL#: FL 11698.6 R4
Date: 9 / 16 / 17
CSUCK Engineering Pagert No.: 5 of g 51101-54W-ER
Speciatru Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer t0 "TABLE A" below and drawings at the end of this evaluation report.)
• Fastener Spacing: Refer to `TABLE W Below
(along the length of the panel)
• Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
■ Seam Adhesive: Refer to Table "A" & Drawing Page6.
(Apply along male flange the full 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
Design Pressure:
-150 PSF
-165 PSF
Fastener Spacing:
6" O.C.
3" o.c.
3/8" bead
Seam Adhesive:
Not required
(Refer to pg . 6-7)
Notes:
• Allowable design pressure(s) for allowable stress design (ASD).
Install the "Series 1101" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 6th Edition
(2017). The installation method described herein is in accordance with the
scope of this evaluation report. Refer to manufacturers installation instructions
as a supplemental guide for attachment.
Referenced Data: 1. TAS 125 Uplift Test
By Architectural Testing, Inc. (FBC Organization ID# TST 1558)
Report No. 93745.01-109-18, Date: 11/16/09
Specimens #1-3
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Englert, Inc. Licensee #420
3. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
4. Certification of Independence
By lames L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
CBUCK Engineering
FL #:
FL 11698.6 R4
Date:
9 / 16 / 17
Report No.:17-135-S1301-54W-ER
Page
7 of 8
SpeCldlFy Structural Englneering CBUCX, Inc. Certifkate of Authorization #8064
Installation Method
Englert, Inc.
"Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck
Fastener.
1a oc vvuuu uetx ..........____ __.. .._ _.._
(Refer to Table "A )
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
METHOD 1
METHOD 2
Design Pressure:
-150 PSF
-165 PSF
Fastener Spacing:
6" ox.
3" ox.
Seam Adhesive:
Not required
3/8" bead
FL M FL 11698.6 R4
Date: 9 / 16 / 17
g Page Report No.: 6 of g 51101-s4W-ER
CSUCK Engineerin
SpEeCldlty St rUcturc5l Er7QIr7PPrUlQ CBUCX, Inc. Certificate of Authorization M64
Installation Method
Englert, Inc.
"Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck
Drawings
-r-
3/4"
J—
Panel Profile
16" o.c.
Integral Snap Lock
For METHOD 2:
Apply 3f8" bead Bostlk Sealant
entire length of panel
#lox 1"
Pancake -Head Screw
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE, 6'a EDITION
Manufacturer:
OWENS CORNING ROOFING AND ASPHALT LLC
1 Owens Coming Parkway
Toledo, OH 43657
(800)438-7465
www.owenscoming.com
Manufacturing Location:
Brentwood, NH
Houston, TX
Quality Assurance:
UL LLC (QUA9625)
SCOPE
Category:
Roofing
Subcategory:
Underlayments
Code Sections:
1504.3.1, 1507.1.1
Properties:
Physical properties
REFERENCES
Entity
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Matedals Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Matedals Technologies
Report No.
NEI-039-02-01
NEI-042-02-01REV2
NEI-045-02-01
NEI-045-02-01
NEI-053-02-01
NEI-053-02-01
NEI.093-02-D2
OCF-213-02.01
OCF-237-02-01
OCF-252-02-01
OCF-252-02-01
OCF-253-02-02
OCF-272-02-01
OCF-296-02-02
PRI Construction
Materials Technologies (TST5878)
OCF-297-02-01.1
PRI Construction
Materials Technologies (TST5878)
OCF318-02-01
PRI Construction
Materials Technologies (TST5878)
OOF320-02-01
PRI Construction
Materials Technologies (TST5878)
OCF-32D-02-01
PRI Construction
Materials Technologies (TST5878)
OCF-321-02-01
PRI Construction
Materials Technologies (TST5878)
OCF-322-02-01
PRI Construction
Materials Technologies (I'ST5878)
OCF-356-02-01
'Determined to be equivalent to ASTM D 226-09, Type I
and II
Issued Oct ,{ z�, , 9D
l BY
St. Lucie County
Standard
ASTM D 1970
ASTM D 1970
TAS 103
ASTM G 155
TAS 103
ASTM G 155
ASTM D 1970
ASTM D 1623
UL 1897
ASTM D 4798
ASTM D 1970
ASTM D 1970
TAS 103
ICC-ES AC 188'
ICC-ES AC 48
ASTM D 1970
ASTM D 1970
TAS 103
ASTM G 155
ASTM D 1623
UL 1897
UL 1897
Year
2015
2015
1995
2005a
1995
2005a
2015
2009
2012
2001
2015
2015
1995
2012
2012
2015
2015
1995
2005a
2009
2012
2012
OCR14002.8a FL9777-Rl l Pagel 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
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Seating Ice & Water Barriers
WeatherLock® G
WeatherLock® G is an ASTM D 1970 self-adhesive undedayment constructed from SBS
(Brentwood, NH)
modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product is supplied In 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock® G is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock® Mat
WeatherLock® Mat is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH or
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, TX)
sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions
of 3-ftx 66.7-ft.
WeatherLock® Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
Weatherl-ock® Metal
WeatherLock® Metal is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH)
SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 56.7-ft..
WeatherLock® Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 90 days.
WeatherLock®
WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 sell -adhesive undedayment
Specialty Tile & Metal
constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric.
(Brentwood, NH or
The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft.
Houston, TX)
WeatherLock® Specialty Tile & Metal is permitted to be used as prescribed in FBC
Section 1507.1.1. WeatherLock® Specialty Tile & Metal is permitted to be used with
adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160 (ICP
Adhesives and Sealants, Inc.) or TILE BONDr"" Roof Tile Adhesive (The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with day or concrete file installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
Weathert-ock8i G (High
WeatherLock® G (High Tear) is a self -adhered, undedayment used as an alternative to
Tear)
ASTM D 226, Type I or Type II roofing felt and ASTM D 1970 self -adhering polymer
(Houston, TX)
modified bitumen underlayment. The undedayment is composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft x 65-ft.
WeatherLockO G (High Tear) is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
OCR14002.8a FL9777-RN 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
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Min. Roof Slope: 2:12 in accordance with the FBC
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLockO Self -Sealing Ice & Water Barriers
Application: All undedayments shall be installed in accordance with the FBC.
Deck substrates shall be clean, dry, and free from any irregularities and debris. Alt
fasteners in the deck shall be chocked forprotmsion and corrected prior to underlayment
application. Prior to beginning installation, the undedayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The undedayment shall be installed with the release backer removed and pressed firmly
Into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3" side
laps and minimum 6" end laps staggered min. 6-ft,from preceding course. Additionally, if
applying WeatherLock® Specialty Tile & Metal, end laps shall be primed with ASTM D
41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width
of the lap.
It is permissible to back nail the undedayment 12-Inches on -center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
undedayment). Additionally, WeatherLock® Specialty Tile & Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min. Application 40"F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9
Undedayment System No.1 — WeatherLock SDecialty Tile & Metal Only
Roof Deck: Min. 15132-inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Undedayment: WeatherLocidiD Specialty Tile & Metal shall be applied in accordance with
manufacturer's installation instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through
optionally primed, 32ga. x 1-5/8-inch 0 fin caps spaced 12" o.c. The applied
undedayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
OCR14002.Ea
3 of
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
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLoek® Self -Sealing Ice & Water Barriers
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturees published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant Installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The undedayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others In accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given undedayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
C E IV 8F
No 74021
STATE OF
AL
CERTIFICATION OF INDEPENDENCE
2017.10.1
09:06:29
o-04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor vdll 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
FL9777-Rl
of 4
I his evaluation report is provided for State of Florida product approval under Rule 61G203. 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.