1674 Maritime Oak RES17-0068 Roof Revision a r CITY OF ATLANTIC BEACH
800 Seminole Road
tt
o Atlantic Beach,Florida 32233
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REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date 6/27/2018 Revision to Issued PermitX Corrections to Comments_ Permit#
RES17-0068
Project Addresa1674 Maritime Oak Drive
Contractor/Contact Name Audrey Regnier
Phone 904.595.5243 Email aregnier@tollbrothers.com
Description of Proposed Revision/Corrections: Permit Fee Du $ :L O D \
Submitting two (2) copies of metal roof approval and install instructions roof.
Additional Increase in Building Value$ Additional S.F.
By signing below,i Audrey Regnier affirm the Revision is inclusive of the proposed changes.
(printed name)
6/27/2018
Si um ofCon tr tor/ gen (Contfactor must sign if increase in valuation) Date
✓ (Office Use Only)
Approved //Denied Not Applicable to Department n
Revision/Plan Review Comments(..0��aC7 T� GJ n Tm�o CCJ 01
Department Review Required:
Building
Planning &Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities 7.10.20 -
Public Safety Date
Fire Services
\CBUCK E-nlglneering
Spe--lalh,l Structural Englrx%erinq CRUM In,.CC(tivm of Authorization#8064
Evaluation Report
"M-Seam"
Metal Roof Assembly >-
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Manufacturer: O
Millennium Metals, Inc. U
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10200 Eastport Road U z m a
Jacksonville, FL 32218 ti L) a o
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(877) 358-7663 LL— 2 w ° o
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Florida Product Approval p ~ ¢ o
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# FL 5211.3 R6
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Florida Building Code 5th Edition (2014) 0 U.
Per Rule 61G20-3 p O lu w
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Method: 1 - D 3
Category: Roofing > U Fn Ic w
Sub - Category: Metal Roofing ¢ �
Product: "M-Seam'
Material: Steel
Panel Thickness: 26 gauge, (Minimum)
Panel Width: 16"
Support: Wood Deck
Digitally signed by lames L.Buchner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
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Prepared b 61G15-13. iLL kilillill,
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James L. Buckner, P.E., SECS ``tLeNs ekti��'
Florida Professional Engineer# 31242
Florida Evaluation ANE ID: 1916 _ Noatz4z
Project Manager:Youry Demosthenes 'A : �
Report No. 15-104-M-SGW-ER '0 �ATe OF
�.tC :FtoamN.. G\��
Date(Revises?/1/15wER) .,ass,0NA`Et",
Contents: _
Evaluation Report Pages 1-7
CBUCK,Inc. 2015.07.01 11:03:27-04'00'
1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone:(561)491-9927- Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
FL#: FL 5211.3-R6
Date: 7/1/15
CBUCK Engineering Pagert No.:2 o04M-56W-ER
Spt=claltL,l Structural EnQlneWIf-iQ CBUCK Inc.Certificate o7Authorizadon#8064
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Manufacturer: Millennium Metals,Inc. rl
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Product Name: "M-Seam" U
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Product Category: Roofing
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Product Sub-Category Metal Roofing d
Compliance Method: State Product Approval Rule 61G20-3.005(1)(d)
Product/System "M-Seam"
Description: 26 gauge Minimum, Steel roof panel mechanically attached to Plywood 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 (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of this
evaluation.)
Description:
• 15/32(min.)or 19/32'or greater plywood,
• 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: Refer to Table"A"
(Refer to"Table A"attachment details herein)
FL#: FL 5211.3-116
Date: 7/1/15
CSUCK Engineering Pagert No.:300a IA-Sbw-Ea
Speddlty Structural Enc3Ir*t=rinq CBUGC Inc.CertificoteafAuthoizamn#80" O
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Performance Standards: The product described herein has demonstrated compliance with: LL—
• UL580-06—TestforUplift Resistance ofRoof Assemblies LL-
• UL 1897-04—Uplift test for roof covering systems O
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 5th Edition(2014).
• The UL 1897-98 standard version used to test the evaluated product
assembly is equivalent to UL1897-04 standard version adopted by the Florida
Building Code 5th Edition (2014).
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition(2014),Section 1504.3.2.
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 • 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 methods) 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 61620-3.005(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 61620-3, 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).
FLY: FL 5211.3-R6
Date: 7/1/15
CBUCK Englneering Pagert No.:
o 04M-S6W-ER
Spedalty Structural EnQineeflnQ CBUCK Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: "M-Seam"
(by Manufacturer): Material: Steel Q
Thickness: 26gauge Minimum U
Panel Width: 16"(max.)Coverage LU
Rib Height: .1" U
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3: �
• ASTM A792 coated, or O
• ASTM A653G90 galvanized steel
Fastener:
Type: Pancake-Head Wood Screw
Size: ff10 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 838.6.4
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: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/W)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".
IFIL#; FL 5211.3-116
Date: 7/1/15
q Pagert Na.:55 of 7M-S6W-ER
CBUCK Enigin�in
Sppclaltl.,l Structural EnQlnpprinQ CBUCK,Inc Certificate of Authalzation#&1
Installation: Installation Method: V
(Refer to drawings on Pages 6-7 of this report.) LU
• Fastener spacing: Refer to Table"A"Below V
(along the length of the panel) LL_
• Rib Interlock: Snap Lock. LL_
(Panel ribs shall be fully engaged to form an integral interlock.)
• 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: -94.25 PSF -91.75 PSF
Deck Thickness: 15/32"or 19/32" 15/32"or 19/32"
Fastener Spacing: 8" 4"
'Allowable design pressure for allowable stress design(ASD)with a margin of
safety of 2 t 1.
Install the"M-Seam" 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 manufacturers 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#: 0232-0508-05, Report Date:6/29/05, Specimens#1-3
2. Quality Assurance
By Keystone Certifications,Inc. (QUA ID: 1824)
Millennium Metals Licensee#423
3. Equivalency of Test Standard Certification
By James L.Buckner,P.E. @ CBUCK Engineering
(FBC Organization If ANE 1916)
4. Certification of Independence
By lames L.Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 5211.3-R6
Date: 7/1/15
C®UCK E-nginem2rinq Pagert NO.:6o04-M-S6W-ER
Spc+dalty StrLx=hxcgl Englnenrinq CBUCK,m,.ce,tifi, re ofa8064
Installation Method
Millennium Metals U
"M-Seam" Roof Panel Attached to Wood Deck LU
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Profile Drawings LL-
LL-
C)
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1"
16'Coverage
Optord 66iaums 34'
Typical Panel Profile View
16"o.c.
Integral Snap Lock
#10 Pancake-Head Screw
3/16"min. penetration thru deck
� I
Typical Assembly Profile View
Fl-#: FL 5211.3-R6
Date: 7/1/15
CBUCK Engineering Pdgert NO.:LsoID4-M-86W-ER
SpeddIFLJ Strl 1=ft c!d Enorm-princa CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals a-
"M-Seam" Roof Panel Attached to Wood Deck C)
W
U
Fastener: LL
#10 Pancake-Head Scr tL
"%Seam'Roof Panel _______ ______—____ __—_____--/d O
f
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Typical
'E:Dsrk `— Insulation:
-153Tor 19132"ar greater Plywood,or (Optional)3"manor 25 psi min.
-VWod plank
Typical Assembly Profile View
TABLE "A"
ALLOWABLE LOADS
METHOD 1: METHOD 2:
• Design Pressure: -84.25 PSF -91.75 PSF
Deck Thickness: 15/32"or 19/32" 15/32"or 19/32"
Fastener Spacing: 8" 4"
•Allowable design pressure for allowable stress design/ASD)with a margin of
safety of 2 to 1.