HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING82/19/2017 Florida Building Code Online
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FL #
FL17022-R6
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Application Type
Revision
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Code Version
2014
L;=U�t� 3., ���INSPECTORS'THAT
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Application Status
Approved
A� r�Y Li: �.I�CE^�,�/t � -
CRY I14 M" RI I O
CCi�iFU ► rI T � i ALA. APPLI';�11''' CODES.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Extreme Metal Fabricators, LLC
2160 SW Poma Drive CONCEALED FASTENERS OR ATTACHMENTS
(77 2) City,72 6034990
ARE THE RESPONSISILeICT�YryOpF^THE
flvalidation@yahoo.com
CONI1ACTOR OF RECORD
Authorized Signature
James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen /
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990 ST. LUCIE COUNTY
(772) 872-8034 BUILDING DIVISION
rchard@emfab.net REVIEWED
FOR COMP
Quality Assurance Representative REVIEWED BY_
DATE /..Z-
Address/Phone/Email PLANS AND P MIT
MUST BE KEPT ON JOB OR
Category Roofing NO INSPECTION WILL BE MADE
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
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.
dl Validation Checklist - Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOfIndev.odf
Referenced Standard and Year (of Standard) Standard----------- _ `- Year
TAS 125 , = i-b03
UL1897D [E u 2004
UL 580 5006
DEC 2 0 HEC'D i
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRa/o2bhY86MeuoxVxrTa/`2bdgmFfmMw%3d%3d 1/4
i T.
12/19/2017 Florida Building Code Online �
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
10/21/2016
12/29/2016
10/24/2016
01/01/2017
08/18/2017
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 26ga WoodDeck EVALREPORT R6 odf
Approved for use outside HVHZ: es
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 SVCrimp 26ga 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.
17022.2
2 - "5V Crimp" (Ri6)
0.032" Aluminum, 3/8" 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
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for co ditions
and limitations of use. Install the assembly in
compliance with the installation method listed in
this report and applicable code sections o' FBC.
Refer to manufacturer's installation instructions as a
FL17022 R6 II 2 5VCrimo 032A1um WoodDeck EVALREPORT R6 odf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R6 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT R6 odf
Created by Independent Third Party: Yes
supplemental guide for attachment.
17022.3
3 - "1.5" Mechanical Seam"
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel
(RS)
mechanically attached to wood deck with clips and screws.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORTDdf
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 condi ions
FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORTDdf
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) I 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 MechSeam 032A1um WoodDeck EVALREPORTpdf
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 conditio s FL17022 R6 AE 4 1.5
and limitations of use. Install the assembly in MechSeam 032A1um WoodDeck EVALREPORT odf
compliance with the installation method listed i 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.
17022.5 15 - "1 in. Nail Strip" (115)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
1" rib height, 16" wide, 26 gauge steel, standing seam roof panel
mechanically attached to wood deck with screws.
Installation Instructions
FL17022 R6 II 5 1NailStrio 26ga WoodDeck EVALREPORTDdf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
N
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv�aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrT%2bdgmFfmMw%3d%3d 2/4
' 12/19/2017
Florida Building Code Online
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
Evaluation Reports
FL17022 R6 AE 5 1NailStrip 26ga WoodDeck EVALREPORT.Ddf
Created by Independent Third Party: Yes
and limitations of use. Install the assembly in
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.
17022.6
6 - "1 in. Nail Strip" (115)
1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL17022 R6 II 6 SNailStriD 032Alum WoodDeck EVALREPORT.Ddf
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
Other: Refer to evaluation report for conditions
Evaluation Reports
FL17022 R6 AE 6 1NailStriD 032A1um WoodDeck EVALREPORTDdf
Created by Independent Third Party: Yes
and limitations of use. Install the assembly in
compliance with the installation method listed in
this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions as a
guide for attachment.
11`
rsupplemental
tLp-'.'
17022.7
7 - "1.5 in. Nail Strip" (115)
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL17022 R6 II 7 1 5NailStrip 26ga WoodDeck EVALREPORT.pdf
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
Other: Refer to evaluation report for conditions
Evaluation Reports
FL17022 R6 AE 7 1.5NailStrip 26ga WoodDeck EVALREPORT.Ddf
Created by Independent Third Party: Yes
and limitations of use. Install the assembly in
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL17022 R6 II 8 EMAX Rib 29ga WoodDeck EVALREPORT.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
Evaluation Reports
FL17022 R6 AE 8 EMAX Rib 29ga WoodDeck EVALREPORT.Odf
Created by Independent Third Party: Yes
and limitations of use. Install the assembly in
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" (115)
26 gauge steel, lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL17022 R6 II 9 PBR Rib 26ga WoodDeck EVALREPORT.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Other: Refer to evaluation report for conditions
Evaluation Reports
FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.Ddf
Created by Independent Third Party: Yes
and limitations of use. Install the assembly in
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.
M
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.:: Privacy 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 mail. 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 public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bhY86MeuoxVxrT°/g2bdgmFfmMw%3d%3d 3/4
Specialty Structural Engineerincq 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
�f 1 COPYt�for �
Florida Product Approv
# FL 17022.1 R6
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
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
5-V Crimp Roof Panel
Steel
26 gauge
24"'
Wood Deck
Digitally signed by James L. Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-23. �1111111���
* ' No 31242
W=
�0T'• STATE OF
`s10 N A`e\\`'
''I/11II1.111\\\
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
� a
aU
Speclalty Structural Engineering
Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-80I34
http://wwwlextrememetalfabricato
FL #: FL 17022.1 R6'
Date: 12 / 22 / 16
Report No.: 16-166-5V-S6W-ER
Page 2 of 7
CBUCK, Inc. Certificate of Authorization #8064
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub -Category Metal Roofing
Compliance Method: State Produc 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
Support:
Slope:
Performance:
2. Fastener
3. Underla Iment
4. Insulatio Board (Optional)
Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32 or reater plywood,
• or Wood plank (min. specific gravity of 0.42)
Minimum slope e shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Wind Uplift Reisistance:
• Design Uplift Pressure (ASD): Refer to Table A
(Refer to "Table A" attachment details herein)
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
CBUCK
.EngineeringReport No.:16-166-5V-S6W-ER
Page 3 of 7
Specialty Structural Englneering 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.
�r "'^
• 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,
E
per FBC section 107, for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
r�
• Design of support system is outside the scope of this report.
Rule 61G20-3, is therefore not
_ �"
• Fire Classification is outside the scope of and
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).
Specialty
Components/Materials
(by Manufacturer):
Components/Materials:
(by Others)
Roof Panel:l
Material:
Thickness
Panel Wic
Rib Heigh
Yield Stre
Corrosion
FL #: FL 17022.1 R6
Date: 12 / 22 / 16
Enlgineer® Report No.: 16-166-5V-S6W-ER
Page 4 of 7
Engineerinq CBUCK, Inc. Certificate of Authorization #8064
I
Resistance:
Fastener:
FASTENER 1
Type:
Size:
Corrosion Resistance
Standard:
5-V Crimp
Steel
26 Gauge (min.)
24" (max.) Coverage
3/8„
50 ksi min.
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Used for Attachment Method 1
Hex Washer Head Wood Screw
#9 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
Type:
Size: Used for Attachment Method 2, 3 & 4
Corrosion esistance: 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
Underlayment:
Material and iapplication 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 (Ibs/ft3) min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation hall 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. embe tent into wood plank.
' FL #: FL 17022.1 R6
Date: 12 / 22 / 16
Report No.: 16-166-5V-S6W-ER
cFta',uc0&--q c-nQineerinq Page 5 of 7
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.)
■ 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" Belo ;1ILE COPY
(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)*:
- 86 PSF t
- 93.5 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
i,
*Allowable design pressures) for allowable stress design (ASD)-with-almargin of safety of 2
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 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
Report No.: 16-166-5V-S6W-ER
Page 6 of 7
Specialty Structurd Engtneerincq CBUCK, Inc. Certificate of Authorization #8064
nstallation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Iteel) Roof Panel attached to Wood Deck
Drawings
3/8"
Panel Overlap
24"
12"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12" o.c. I Nominal 12" o.c.
Fastener
#i9 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
Refer to Table "A" for Spacing Along Panel Length
Deck:
-15/32" or greater Plywood, or
- Wood plank
Typica'I Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
J
' FL #: FL 17022.1 R6
Date: 12 / 22 / 16
Report No.: 16-166-5V-S6W-ER
Page 7 of 7
Spec1c:51hi Structural Engtneerinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
S-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
MYIU 1[15U1dUUII
-15/32" or greater Plywood, or Thickness 3" Maximum
- Wood plank
Typical Roof Assembly 'F`1LE COPY
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
ALLOWABLE LOAD
METHOD :METHOD
METHOD 3:
METHOD 4:
Design Pressure (ASD)*:
- 86 PS
- 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 a margin of safety of 2 to I.