992 OCEAN BLVD RESA22-0016 REVISION 8-15-22 ALL
Revision Request/Correction to Comments **HIGHLI HIED I ON
' •S'-L-r� HIGHLIGHTED IN
�`' City of Atlantic Beach Building Department GRAY IS REQUIRED.j800 Seminole Rd, Atlantic Beach, FL 32233
')�/ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES► Z2 CQ)
QRevision to Issued Permit OR El Corrections to Comments Date: $//Z/Z 2
Project Address: 'NZ °CEA P3 $i v 17 3Z-Z33
Contractor/Contact Name: 1[A iPS 1st' (bt✓2-S
Contact Phone: 90q-7SS---99S/8 Email: F1.1I((lPSIBUtt*EeS@ CaPA.c.ASt t
Description of Proposed Revision/Corrections:
META! F" /NSTgtltcr ) lklS-reUetiON-5
cl .4'k S2-1 1 • ` �g
Its al4�;// affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• ill proposed revision/corrections add additional square footage to original submittal?
No n Yes (additional s.f. to be added: )
• ill proposed revision/corrections add additional increase in building value to original submittal?
No E*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: 77://C//Z
(Office Use Only)
El Approved ❑ Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning & Zoning Reviewed By
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Public Utilities
Public Safety Date
Fire Services Updated10/17/18
CBUCK Engineering
Specialty Structural Engineering CBUCK, Inc.Certificate of Authorization#8064
Evaluation Report
"5V Crimp" & "Millennium-V"
Metal Roof Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
(877) 358-7663
for
Florida Product Approval
# FL 5211.1 R8
Florida Building Code 7th Edition (2020)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: "5V Crimp" & "Millennium-V"
Material: Steel This item has been electronically signed and
Panel Thickness: 26 gauge (Minimum) sealed by James L.Buckner,P.E.,on this date
using a Digital Signature.Printed copies of this
Panel Width: 24" document are not considered signed and sealed,
Support: Wood Deck and the signature must be verified on any
electronic copies.
000IIIIIii,i/
'
Prepared by: ;�P.•• OCENSF •.•F,p
James L. Buckner, P.E., SECB = * No 31242
Florida Professional Engineer # 31242 * LU
Florida Evaluation ANE ID: 1916 %_i(S •. STATE OF
Report No. 20-224-5V-S6W-ER %s /p \\`�
Date: 10/ 11 / 2020 ��,, NA�I�
Contents:
Evaluation Report Pages 1 —8
2020.10.11 21 :24:38 -04'00'
CBUCK, Inc.—Palm Beach County, Florida
Phone:(561)491-9927 • Email:cbuck@cbuckinc.net • Website: www.cbuckinc.net
Main Office: 1374 Community Drive,Jupiter, Florida 33458
FL#: FL 5211.1-R8
Date: 10/ 11/2020
CBUCK Engineering) Report No.: 20-224-5V-S6W-ER
Page 3 of 8
Specialty Structural Engineering) CBUCK, Inc. Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• U L580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-12—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is
equivalent to UL580-06 standard version adopted by the Florida Building Code 7th
Edition (2020).
• The UL 1897-98 standard version used to test the evaluated product assembly is
equivalent to UL1897-12 standard version adopted by the Florida Building Code 7th
Edition (2020).
Code Compliance: The product described herein has demonstrated compliance with the performance
standards listed above as referenced in the Florida Building Code 7th Edition (2020).
Evaluation Report Scope: This product evaluation is limited to compliance with the structural 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.
•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.
•All metal components and fasteners shall be corrosion resistant in accordance with
applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.6 and
1507.4.4.
• 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#: QUA 1824).
FL#: FL 5211.1-R8
Date: 10/ 11/2020
CBUCK Engineer•in Report No.: 20 224 5V S6W ER
Page 4 of 8
Specialty Structural Engineering CBUCK,Inc. Certificate of Authorization#8064
Components/Materials Roof Panel:
(by Manufacturer): Product Identification: "5V Crimp" & "Millennium-V"
Material: Steel
Thickness: 26 gauge (min.)
Panel Width: 24" (max.) Coverage
Rib Height: 7/16"
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener A:
Type: Hex-Head Wood Screw with WSW
Size: #9 (x length to meet min. penetration through deck)
Penetration Through: 3/16" min.through wood deck
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.4
Fastener B:
Type: Hex-Head Wood Screw with WSW
Size: #10 (x length to meet min. penetration through deck)
Penetration Through: 3/16" min.through wood deck
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.4
Components/Materials Underlayment:
(by Others): Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturer's recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft3) 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".
\ FLFL#:
5211.1-R8
Date: 10/ 11/2020
CBUCK Engineering Report No.: 20-224-5V-S6W-ER
Page 5 of 8
Specialty Structural Ezrigineering 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
(along the length of the panel)
• Row Spacing: Refer to Table"A" Below
(along the row, across the panel profile)
• Rib Interlock: Lapped
• 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: - 112.5 PSF - 113.75 PSF -45 PSF -93.75 PSF
Deck Thickness: 19/32" 15/32" 15/32" 15/32"
Fastener Size: #9 #9 #10 #10
Row Spacing: 12" 12" 24" 12"
Fastener Spacing: 12" 6" 12" 12"
Corrugation
Corrugation Corrugation Corrugation
Fastener Location: Peaks
Peaks Peaks Peaks
& between ribs
Refer to Drawing#: A-1 &A-2 B-1 & B-2 A-1 &A-2 A-1 &A-2
*Allowable design pressure for allowable stress design (ASD) with a margin of
safety of 2 to 1.
Install the "5V Crimp or Millennium V" roof panel assembly in compliance with the
installation method listed in this report and applicable code sections of FBC 7th Edition
(2020). 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. UL580-94 & UL 1897-98 Uplift Test
By Hurricane Test Laboratory, LLC (FBC Organization#TST ID: 1527)
Report#: 0232-0801-00, Report Date: 9/8/00, Specimens#2-4
0232-0910-05, Report Date: 11/18/05,Specimen#1
2. UL580-06 & UL 1897-12 Uplift Test
By Intertek/Architectural Testing, Inc (FBC Organization#TST ID: 1527)
Report#: H3985.01-450-44 RO,
3. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Millennium Metals Licensee#423
4. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
5. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization #ANE 1916)
\ FL#: FL 5211.1-R8
Date: 10/ 11/2020
CBUCK Engineering Report No.: 20-224-5V-56W-ER
Page 6 of 8
Specialty Structural ral Engine - n CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals
"5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
Profile Drawings
--•-- 24"Coverage N.-
7/16" -"' 12
_i__ I
T
"5V-Crimp" Typical Panel Profile View (Not To Scale)
24"Coverage
7/16" 7
j 1/32"
1/\T _/\/\ ------ ._,
7/8" --,'
"Millennium-V" Typical Panel Profile View (Not To Scale)
TABLE "A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
* Design Pressure: - 112.5 PSF -113.75 PSF -45 PSF -93.75 PSF
Deck Thickness: 19/32" 15/32" 15/32" 15/32"
Fastener Size: #9 Min. #9 Min. #10 Min. #10 Min.
Row Spacing: 12" 12" 24" 12"
Fastener Spacing: 12" 6" 12" 12"
Corrugation
Corrugation Corrugation Corrugation
Fastener Location: Peaks
Peaks Peaks Peaks
& between ribs
Refer to Drawing#: A-1&A-2 B-1& B-2 A-1&A-2 A-1&A-2
*Allowable design pressure for allowable stress design(ASD)with a margin of
safety of 2 to 1.
FL#: FL 5211.1-R8
Date: 10/ 11/2020
CBUCK Enginc- ring Page Report No.: of82a 5V s6W ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals
"5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
12'ac.Typical-.� �—
r. 4 1►`
Fastener Spacing
Across Panel Width
elPHex-Head Screw with V\SW
3/16"rrin.penetration thea deck
Refer to Table"A'for Fastener Size
&Row Spaoing
Drawing A-1
Typical Assembly Profile View (Not To Scale)
(Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table "A)
Fasteners
Cr
Hex-Haad Sams with 0,6W "MD uv Roof Panel
with 3/16"Mn.Penetration thru Deck
Refer to Table"A"for Fastener Size
12 o.c.Typical J ///•/: .
/////
Insulation:
-CD d l Deck,or .(Optional)3"max or 25 psi mn
Refer to Table"A"for Mrirrum Thidoess
Drawing A-2
Typical Assembly Isometric View (Not To Scale)
(Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table "A")
FL#: FL 5211.1-R8
Date: 10/11/2020
CBUCK Engineerinc Report No.: 20 224-5V 56W ER
Page 8 of 8
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals
"5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
6"o.c.Typical 6'ac.Typical 6'ac.Typical 6'ac.Typiaal
/ Fastener ••:• .
Amoss Panel Wdth
Hex-Head Screw with VAS N
3'16"nin.penetration thru deck
.... Refer to Table"A'for Fastener Size
ie.,'" &Raw Spacing
Drawing B-1
Typical Assembly Profile View (Not To Scale)
(Attachment METHOD 2 Per Table "A")
Fasteners-
Hex-Hsed Screws with W5W '• ��""Or
with 316"Mn.Penetration thru Deck "Mllenni�m-V'Roof Panel
Refer to Table"A'for Fastener Size
„_ ,, ,
Ctt I/ z
. /
b& 0Tf/
Support: lrstiation:
-XRTywood Deck,or (Opiicnal)3”rrrwc.cr 25 psi nin
Refer to Table"A"far Mr rr um Thickness
Drawing B-2
Typical Assembly Isometric View (Not To Scale)
(Attachment METHOD 2 Per Table "A")