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FLU# Tvpe Manufacturer Validated By Status
FL17022- Revision Extreme Metal Fabricators,LLC Michael John Approved
R6 FL#:FL17022.1 Riemer,P.E.
History Model: 1-"5V Crimp"(116) (561)414-7557
Description:26.Gauge steel,3/8"rib height,24."wide lapped roof
panel mechanically attached to Wood Deck with screws
Category:Roofing
Subcategory:Metal Roofing
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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
emalis 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.
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CBUCK EngIneering
iN
Spscac mty Structurc5l r=, ncgmr'L=L=rIng 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
for
Florida Product Approval
# FL 17022.1 R6
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23.\\�+III II II///y James L. Buckner, P.E., SECB BUCfr '%,
Florida Professional Engineer#31242 �P•. +DENSE • cgp
Florida Evaluation ANE ID: 1916 _ 'k No 31242
Project Manager: Diana Galloway
Report No. 16-166-5V-S6W-ER '. STATE OF
(Revises 16-123-5V-S6W-ER) '� p' •F1ORI'D .•'�y
Date: 12/22/ 16 0NA�-���`�
�IIIrIIIII+��
Contents:
t:
Evaluation Report Pages 1—7 `r
j 2016.12.2814:0853-05'00'
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
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0 • FL#: FL 17022.1 R6
Date: 12/22/16
C UCK Engine rin Page Report No.: 2 of 76-5V-S6W-ER
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Speclafj Structural Ural Englineerinq CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
Product Name: 5-V Crimp
Product Category: Roofing
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Product Sub-Category Metal Roofing
Compliance Method: State Product 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
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing 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 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)
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FL#: FL 17022.1 R6
Date: 12/22/16
CEBUCK Engineering
Page Report
No.:3 16-16 76-5V-S6W-ER
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Specialty Structural E:nglnL=L=rinq CBUCK,Inc.Certificate of Authorization#8054
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.
• 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.
• Deck shall be in compliance with applicable building code.
• 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 c_om.pl,iance 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).
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iFL#: FL 17022.1 R6
Date: 12/22/16
CE3UCK Engineering Report No.: 16-166-5V-S6W-ER
Page 4 of 7
IN
Specialf j Structural asrnglf'L=L=rincj CBUCK,Inc.Certificate of Authorization#8054
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 3/8"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
0 ASTM A792 coated, or
0 ASTM A653 G90 galvanized steel
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Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min.
Corrosion Resistance: penetration through deck or 5/8" min.
Standard: embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
FASTENER 2 Per ANSI/ASME B18.6.1
Type:
Size: Used for Attachment Method 2, 3&4
Corrosion Resistance: 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
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/ft3) min.
Or Compressive Strength: 20 psi min.
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Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
j • Insulation shall 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.embedment into wood plank.
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0 i FL#: FL 17022.1 R6
Date: 12/22/16
CBUCK EngineeringReport No.: 16-166-5V-S6W-ER
Page. 5 of 7
Speclalftj Structural EnginPPrInQ 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" Below
(along the length of the panel)
■ Rib Interlock: Lapped
■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into
wood plank
■ Fo.r 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 -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
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
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 ID#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
CBUCK Engineering Report
No.: 6 16-16
76-5V-S6W-ER
PagIN.
SpL=clalty Structural E:nglriL=L=rIncj CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, I.I.C.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
24"
12"
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
Fastener
#9 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
Panel Overlap Refer to Table"A"for Spacing Along Panel Length
Deck:
-15/32"or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
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FL#: FL 17022.1 R6
Date: 12/22/16
C®VC Engineering Page Report No.: 16-16 of 76-5V-S6W-ER
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IN
SpPC1dltt j Structural EngtnpL=rtnq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-1/2"Min. or
#10 X 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
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� �`'\;,�_•• J �/ �- -t � _ .`jam �'•.'.:
Optional:
Deck: Rigid Insulation
-15/32"or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -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(ASD)with a margin of safety of 2 to 1.
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9
Nettles Island Inc., a condominium
9801 South Ocean Drive,Jensen Beach,FL 34M
a� � (772)229-2930
FAX(772)229-9901
October 6, 2017
Ronald Randolph
698 Nettles Blvd.
Jensen Beach, Fl 34957
RE: Replace Roof Lot 698
The Association approves of the roof replacement as listed on the documents
submitted with this request.
Please adhere to all Nettles Island governing documents including, but not
limited to the Nettles Island Procedures Governing Contractor and building
Activity on Nettles Island, and if required provide us with a copy of the
Permit before commencing.
' Respectfully,
Frank Fisher or Janice McLaughlin,
Architectural Committee Chair.
CC: Laura Jones, LCAM, File
aqjn o
10/10/2017 14:28 7722190931 THE UPS STORE 3023 PAGE 01/01
Planning& Development Services
RPM
a. Building&Code Regulation Division
COUNTY
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax:772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit#f _[J_ Tr,?
I, Jamie Cisco _ , licensed as a(n)Contractor*/Engineer/Architect
(Please print name&circle license type) *FS468 Building Inspector
*General,Building,Residential or Roofing Contractor or any Individual certified under 468 F.S.to make such on inspection.
On or about QItO _, 1 did personally inspect the roof deck nailing
(Da }
work at:' 6q tS rW cas
(Job site address)
Based upon that examination I have determined the installation was done according to the current
edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most strigent),
_ CCC1327796_
Signature and Seal License#
STATE OF FLORIDA
COUNTY OF Martin '/-
Sworn to and subscribed before me this /64_day of GOB' 20Lq,
by Jamie Cisco Who is personally known to me or who has produced
as identification.
Notary Public,State of fjoqda
Signature of Notary.
Commission Number: =0=4812019
En 01/19/2011 tate of Mfldaeln FF=179099
RECEIVED OCT 112017