HomeMy WebLinkAboutEVALUATION REPORTRECEIVED SEP 2 72017 '
CBUCK Engineering
Specicalty Structural Engln2L=rinq CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report s �L� �/�t
"PBR MAX"U,,/ %
Metal Roof Assembly rl
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SCANNED Manufacturer:
BY Extreme Metal Fabricators, LLC. 5�LE�L
St. Lucie Count! 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 20745.2
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1- D
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILIIIt OF THE
CONTRACTOR OF RECORD
Prepared by:
James L. Buckner, P.E., SECB
Category: Structural Components
Sub - Category:
Product:
Material:
Panel Thickness:
Panel Width:
Support:
Roof Deck
"PBR MAX" Roof Panel
Steel
26gauge (min.)
36" (max.)
Steel Purlins
Florida Professional Engineer # 31242 THESE PLANS AND ALL PROPOSED WORK
Florida Evaluation ANEID: 1916 ARE SUBJECT TO AM CORRECTIONS
Project Manager: Youry Demosthenes REQUIRED DY HELD INSPECT08 THAT
Report No. 16-134-PBR-36W-56S-ER MAYBE NECESSMY IN CRDF,R TO
Date: 6 / 17 / 16 COMPLY WITH ALL APPWCAULB 9099%
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DATE:
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Digitally signed by James L. Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-2 ``yttsllllll/////
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Contents: 1
Evaluation Report Pages 1-7
CBUCK, Inc. - Palm Beach County, Florida To
Phone: (561) 491-9927 •Email: chuck@cbuckinc.net • Website: w. t
Mail Address: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
FL #: FL 20745.2
Date: 6 / 17 / 16
CBUCK Enginserin� Page
Report
Spealalhj Structural Engineering
Manufacturer: Extreme Metal Fabricators, I.I.C.
Product Name: PBR MAX
Product Category: Structural Components
Product Sub -Category Roof Deck
CBUCK, Inc. Certificate of Authorization #8064
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "PBR MAX"
Description: 1-1/4" rib height, 36" wide, 26 gauge steel, panel mechanically attached to Steel
Purlins with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials & standards:
Evaluated:
1. Roof Panel
2. Fasteners
Support: Type:
Steel Purlins
(Design of steel support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 16 Gauge minimum
• Yield Strength: 50 ksi minimum
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)
4 4t V 1 �F
A ) }
FL #: FL 20745.2
Date: 6 / 17 / 16
CBUCK Engtneerin� Report No.: 4 PBR-36W-665-ER
Page3 of 7
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 — Test Method for Structural Performance of Sheet Metal Roof
and Siding Systems By Uniform Static Air Pressure Difference
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 of
Scope: the. Florida Building Code, as related to the scope section to Florida Product Approval
Rule 61G20-3.001.
Limitations and • Diaphragm and axial load capacity is outside the scope of this evaluation.
Conditions of Use: . This evaluation report for "Optional Statewide p p 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.
• 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.
• Design of support system is outside the scope of this report. Support shall be
designed by others and shall comply with the FBC Chapters 22 for steel and Chapter
16 for structural loading.
• 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 qualityassurance
Flt_
e g
Keystone Certifications, Inc. (FBC Organization ID#
FL #:
FL 20745.2
Date:
6 / 17 / 16
CBUCK
Engineering
rt No.:
Page
4 �4 PBR-36W-56S-ER
SpeclalFy Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Components/Materials
(by Manufacturer):
Roof Panel:
Material:
Thickness:
Panel Widths:
Rib Height:
Yield Strength:
Corrosion Resistance:
Fastener:
Panel to Support:
Type:
Size:
Corrosion Resistance:
Standard:
PBR MAX
Steel
26gauge (min.)
36" (max.) Coverage
1-1/4"
50 ksi min.
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Hex -Washer Head, Self -Drilling Screw with WSW
12 -14 x 1-1/4"
Per FBC Section 1506.6 and 1507.4.4
Per SAEJ78-1979
Panel to Panel(Sidelap/Stitch)
Type: Hex -Washer Head Self -Drilling Screw with WSW
Size: #14x7/8" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per SAE J78-1979
A
FL #: FL 20745.2
�/Repo
Date: 6 / 17 / 16
CBUCK Engineering Page rt No.: S of 74 PBR-36W-56S-ER
Speclalty 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.)
• Purlin Spacing: Refer to "TABLE A" Below
• Fastener spacing: Refer to `TABLE A" Below
• Side Lap Spacing (along the length of the panel): Refer to "TABLE A" Below
• Minimum fastener penetration thru bottom of support, 3/4".
(through flange of steel purlins)
TABLE "A"
"PBR MAX" (26 ga. min.) Roof Panel attached to Steel Purlins
ALLOWABLE LOADS
METHOD 1:
METHOD 2:
Design Pressure:
- 45.5 PSF
-105 PSF
Purlin Spacing:
60" (5'- 0)
24" (2'- 0)
Fastener Spacing (Across panel width):
(Refer to Drawings
(Refer to Drawings
Pgs 6 & 7)
Pgs 6 & 7)
Side -lap Spacing (Along panel length):
20"
12"
Span Condition:
3 or more
3 or more
Notes:
• Allowable design pressure(s) for allowable stress design (ASD) with a margin of
safety of 2 to 1.
• Fastener Attachment to Steel Supports May Be Designed By A Qualified Design
Professional As Required By The Florida Building Code For Site Specific Projects.
• Diaphragm and axial load capacity are not included in this evaluation.
Install the PBR MAX 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. ASTM E 1592-05 — Uplift Test
By Architectural Testing, Inc. - West Palm Beach, FL (FBC Organization #TST ID: 1527)
Report No.: F8274.02-450-44, Date: 06 / 17 /16
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Extreme Metal Fabricators, LLC. Licensee #974
3. Certification of Independence
By James L. Buckner, P.E. CBUCK Eng' opy
(FBC Organization # ANE 1916)
L
FL #: FL 20745.2
�/
Date: 6 / 17 / 16 Report No.: CBUCK Engineering Page6of74-PBR-36W-565-ER
Spl=clalty Structural EnglnL==rinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
PBR MAX (26 gauge Steel) Roof Panel attached to Steel Purlins
Drawings
36" Coverage Width
12" 12" 12"
Panel Profile
36" Coverage
12" 12" 12"
�1 11
#14 x 70 Hex Washer Head
Self -Drilling Screw with WSW
Refer to TableA for spacing
"PBR MAX" Panel 'PBR MAX" Panel
(Undedap) —� �— (Overlap)
Support: '
- Steel Purlins, 16 ga. Min.
#12-14 x 1-114" Hex Washer Head
Self -Drilling Screw with WSW
Refer
to Table A for spacing
(f Utupy
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
FL #: FL 20745.2
��
/� II Date: 6 / 17 / 16
C®UCK n ib 0 er1n� PageReport No.: 7o6f�4-PBR-36W-56S-ER
SpeclalFLy Structurc9l Englnpt2rinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
PBR MAX (26 gauge Steel) Roof Panel attached to Steel Purlins
Self -Drilling Screw with WSW
Refer to Table Afor spacing
Support Spacing
Refer to Table "A"
Support:
- Steel Pudins, 16 ga. Min.
#12-14 x 1-1/4" Hex Washer Head
Self -Drilling Screw with WSW
Refer to TableAfor spacing
Typical Roof Assembly
Isometric View
TABLE "A"
. "PBR MAX" (26 ga. min.) Roof Panel attached to Steel Purlins
ALLOWABLE LOADS
METHOD 1:
METHOD 2:
Design Pressure:
- 45.5 PSF
- 105 PSF
Purlin Spacing:
60" (5'- 0)
24" (2'- 0)
Fastener Spacing (Across panel width):
(Refer to Drawings
6 & 7)
(Refer to DrawingsPgs
Pgs 6 & 7)
Side -lap Spacing (Along panel length):
20"
12"
Span Condition:
3 or more
3 or more
T