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L.Ki+x
� FL# FL17022-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived -_'•
Product Manufacturer Extreme Metal Fabricators,L.L.C.
Address/Phone/Email 2160 SW,Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com 1
Authorized Signature James$uckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma-Drive
Palm City,Fl-34990
(772)872-8034
richard@emfab:net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect.or a Licensed
Florida.Professional Engineer
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.
t&l Validation Checklist-Hardcopy''Received
Certificate of Independence FL17022 R6 COI CertOFlndep.pdfl
Referenced Standard and Year.(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
CertifiedBy
Sections from the.Code
i
. I
i '
Product Approval Method Method 1 Option D "
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016 I,
Date Approved 01/01/2017
I ,
Summary of Products
FL# Model,Number or Name Description
17022:1 1-"5V Crimp"(116) 26 Gauge steel,318.rib_height,24"witle lapped roof panel mechanically
attached to Wood Deckwithscrews
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 1 5VCrimo 26ga WoodDeck EVALREPORT R6 pdf
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 conditions :FL17027-R6 AE T-5VCrimp 26Da 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"(R6) 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 FI-17072 R6 IT 2 5VCrimo 032A]um WoodDeck EVALREPORT R6:Ddf
Approved foruse.outside HVHZ:Yes Verified By:Jemes:I__Buck'ner,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 T 5VCrimo 032Alurn WoodDeck EVALREPORT R6.j)d
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
17022.3 3 "1.5"Mechanical Seam" 1.5"riff height,16"wide,24 gauge steel,standing seam roof panel
(115) mechanically attached to wood deck with dips and screws..
Limits of;Use Installation Instructions
Approved'for use in HVHZ:No FL17027 R6 II 3.1.5 Mech$eam 244a WoodDeck EVALREPORT.Ddf
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:jYes
Design pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions PL17022 R6 AE 3 1:5 MethSeam 24ga WoodDeck EVALREPORT.pdf
and limitations of use.Install the assembly.in Created by Independent Third Party:j 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.
17022.4 4-"1.5"Mechanical Seam" 1.5"rib height,16"wide,0'032"aluminum,standing seam roof panel
(R5) mechanically attached to wood deck kth clips and screws.
Limits of Use Installation Instructions,
Approved for use in HVHZ:No. FL17022 R6 II '4 1.5
Approved for use outside HVHZ:Yes MechSeam 032Alurn WOOdDeck EVALREPORT odf
Impact Resistant:No Verified By:James L Buckner,P.E.@>CBUCKIEngineering P;E.#31242
Design Pressure:+N/A/-Table,A Created by Independent Third Party !.Yes
Other:Refer to evaluation report for conditions Evaluation Reports
and limitations ofuse.:Install the assembly-In FL17022 R6 AE :4 1;5
compliance with the.installation method listed in MechSeam 032Afum WoodDeck EVALREPOR7 pdf
this,report and applicable code sections of FBC. Created by"Independent Third Party�`Yes
Refer to manufacturer's installation Instructions
as a supplemental guide for-attachment.
17022.51"rib height,16"wide,26 gauge steel,standing seam roof panel
7r;Ti���_mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ,No FL17622 R6 IT -5 iNailStriD 256a WoodDeck EVALREPORT.pdf
Approved,for use outside HVHZ:Yes Verified By:Jaynes L:Buckner,P.E.@ CBUCK Engineering P.E.#31242
Impact Resistant,No iCreated by Independent Third Party-.Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions
I
I
and limitations of use..Install the assembly in FL17022 R6 AE'5 INailStrio 26oa WoodDeck EVAILREPORT.pdF
compliance with the.instailation,method listed in Created by Independent Third Party:Yes
this reportand 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'ao wood deck with screws.
Limits of Use Installation Instruefons
Approved for use in HVHZ:No FL17022 R6 1I 6`I.NailStrip 032Aluni'WoodDeck EVALREPORT Ddf
Approved for use outside HVHZi 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 reportforconditions FI 170?2 R6 AE '6 1NailStrio 032Aluir WoodDeck EVALREPORT.ndf
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.
17022.7 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 Installation Instructions
Approved,for.use in HVHZ:No FL17022 R6 11 7 'i 5NailStrio 26gi WoodDeck EVALREPORT odf
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/-Tabie:A Evaluation Reports
OtherrRefer to evaluation report For conditions FL17022 R6 AE 7 T 5NailStriD 26ga WoodDeck EVALREPORT Ddf.
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.
17022.8. 8-"EMAX Rib"(RS) 29 gauge steel,lapped.roof'panel mechanically'attached to wood deck
with exposed screws..
Limits of Use Installation Instructions
Approved for use In HVHZ:.No FL17022 R6 II 8 EMAX Rib 290a WoodDeck!EVALREPORT'odf
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:Referto evaluation report for conditions FI 17022 R6 AE 8 'EMAX Rib 29ga WoodDeck EVALREPORT.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.
17022.9 9'-"PBR_MAX-(115) 26 gauge steel,lapped roof panel mechanically,attached to wood deck
with exposed screws:
Limits of.Use Installation,Instructionis
Approved.for use.in.HVHZ:.No FL17022 R6 II 9 P13R`Ri6 26ga WoodDeck EVALREPORT.Ddf
Approved for use.outside HVHZ:Yes Verified ByeJanies 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 AP 9 PBR Rib 26oa WoodDeck*EVALREPORT ndf
and,limitations of use.Install the assembly in Created by Independent Third Party:;Yes
compliance with the installation rnethod.listed in
this report and applicable code sections-of FBC.
.Refer to manufacturer's Installation instructions.
as a supplemental guide For attachment.
Boric Nczi i,
i
Contact Us:-2001 Blair Stone Road Tallahassee FC 32399 phone:850-487=1824
The State of Florida is an AA/EEO,employer.Copyright 2007-7013 state of Florida,:6Privacv statement::A4cPssihoity Siammeoc::Refund Statement
Under Florida law,email addresses arepu6Gcrecords.If you do not want your e-mail address releasedin 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 tothe public.To determine if you�are a licensee under Chapter 455,FS.,please
dick here. ,
P�irad^uct Approval Accepts
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CBUCK,Inc.Certifrcate of Authorization#8064
v
EvaluatiMn Report
"S-V Crimp„ !,
.Metal Roof Assembly
Manufacturer:
Extreme MetalFabricato.rs, LLC.
i,
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
,for
Florida Product Approval-
# EL 17022.1 R6
.Florida Building .Code 5th Edition (2014)
Per Rule 61620-3
Method: 1- D
Category: Roofing
Sub-Category: Metal hoofing
Product: 5-V Crimp Roof Panel
Material; Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
i.
6igitally signed byJa'mes L Buckner,P;E:
Electronically signed,and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23. 1i11.11II//r�'
James L. Buckner, P.E.,SECS �-
Florida Professional Engineer#31242 �\CENSF''•_F,A
Florida Evaluation ANE(D: 1916 *' No 31242
Project Manager: Diana Galloway
Report No. 16-166-5V-S6W-ER " Oi(1 STATE OF
(Revises 16-123-5V-S6W-ER) �� FLORtDt. j���
Date: 12/22/16
' �rlll11111��
Contents:
Evaluation.Report Pages 1—7
2016.12.2514:0853-05.00'
i
GBOCK,fnc. -.Paim Beach County,Florida
I.,
Phone'(561)491-9927:•Email:chuck@cbuckiinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd;-#34069,Pompano Beach,FL 33062
FL#: FL 17022:1 R6
Date: 12/22/16
=a Report No.:16_166-5V-SGW-ER
Page 2 of 7
h .
Cypi�aical(N Structurcal Enq>neerinq CBUCK Inc.Cerci cote of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
2160 SW Poma.Drive
Palm City,FL 34990
(7721•872-8034
� I
http://www.extrerhetretalfabritators.com/ ,
Product Name: 5-V Crimp
Product Category:. Roofing
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:
;i
1. Roof Panel
2. Fasteners
3. Undeflayment
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(mire.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.
i'
Performance: Wind Uplift:Resistance:
Design Uplift Pressure(ASD): Refer to Table A r
(Refer to"Table A"attachment.details herein)
• 'r`
J
FL M FL 17022.1 R5
Date: _12/22[16.
e} � , _ =°s _ Report No:16-166-5V-56W-Ell
" = i#u i .
- g Page 3 of7
LME2f
CBUCK,Inc..'6erth�cafe ofAuthorization#8064
Performance.Standards: The product described,herein has demonstrated compliance with:
• UL580-06 Test for Uplift Resistance of Roof Assemblies
• U1.1897-04.=Uplift test for-roof covering.systems
0 TAS-_115=03-Standard`Requirementsfor.Metal..RoofingSystems
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above asxeferenced in the current Florida,;Building Code.
Evaluation Report This product evaluation is.(invited to compliance with the:'steuctural requirements
Scope: of'the ;Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61620-3.001.
Limitations and m 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
Rule61G20-3.005. Per.Rule 61620=3.004, the :Florida, Building.Commission is
the authority to approve products under"Optional Statewide Approval"
Option for application outside "Limitations and Conditions;'&Use"
Rule 61G2073.005(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 thetode".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:
a 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
i$ 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 individualstructure,site specific or permit design.
:e beck:shall`be in compliance with applicable building code.
6 Design of support system is outside the scope of this report.
e Fire Classification is°outside the scope of Rule 61620-3,and is therefore not
included in this evaluation.
e This evaluation report-does not evaluate the useof this product.for use in the
High Velocity Hurricane Zone code section.(Dade;& Broward Counties)
ttualityAssurance: 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 programaudited by an approved quality
assurance entity through.;Keystone Certifications, Inc. (FBC Organization IN QUA
1824).
I
FL#: FL 17622.1 R6
Date: 12/22/16'
1 ` 4� �f
Report No.:16-166-5V-S6W-ER
1_1 UZ �S`". _] i;�'� �I� apG- ,Il l Page 4 of
CBUCK lnc.Certificate of Authorization#8064
S�3e�De�ff'`!, S$rU�'6:JfaO �9"i�if'De@P16"iQ.
a,
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:
• ASTM A792;coated;'or
• ASTM A653'G90 galvanized steel
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head WoodiScrew
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 forA.ttachment Method 2,3&4
Corrosion Resistance: Hex Washer Head Wood;Screw
Standard: #10 x 1-1/2"for of sufficient length to meet 3/16" min.
penetration through deck or 5/8"min.
embedmentinto wood plank).
Per FBC Section 1506.6 a'nd 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 pdf Ibs/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. ..Vllhen:insulation is incorporated,
fastener length shall conform to meet 3/16" mina penetration through deck or5/8"
min.embedment into wood plank.
FL#c FL 11622.1 R6
Date: 12/22./16`
Report No..:,
j,Page .. 5 of 7
S;p �lc3litti Structural, EriginseIi int CBUCK,Inc Certificate of Authorization#18064
Installation: InstaliationMethod:
(Refer to"TABLE A"below and drawings at the end of this evaluation report.)
lit
4 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)
s Rib Interlock; Lapped
3/16" min. fastener penetration through deck or 5/8" mina;embedment into
wood.plank
For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE'"X
ALLOWABLE LOADS
METHOD 1: METHOD 2 METHOD-3: METHOD 4:
Design Pressurer(ASD)*e -86 PSF -93 S PSF -101 PSF 228 PSF
Row Spacing: 16"01 it. 16'O.C. 8"O.C. 6"O.C.
Fastener Spacing rows): '12"0.'c. 12
g- "o.c. 12"o.c: 12"o.c.
Fastener Size: #9,. 4, 10 #10 #10
*Allowable design-pressures)for allowotile stress design(ASD)with b margin of safety of 2 to 3_..
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listedin this report and applicable.code sections of TBC 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
supplemerltal:guide for attachment.
Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test
By Architectural Testing,:Inc.-West Palm Beach,."FL
(FBC Organi2ation#TST ID 1527)
i
Report NO.: .D5893,01-450-18, Date: 05 02/14'
Report No.: 173366.01450-18, Date: 12,/18/15
2': TAS 115—. Uplift Test
By Architectural Testing,Inc.-West Palm Beacti,,!,FL
(FBC Organization#TST ID:1527)
Report No.: D5893.02=450-18, Date- 07 J 22114,,;
3. Quality,Assurance
Keystonp.Certrbcations, 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)
it '
..FL#: FL 17022.1 R6.
Date: 12/22/16
' f Report No.:16-166-5V-S6W-ER
��-' UL 5 `d1 Page 6 of 7
SPI ar—Ic3 i St�'r@:�1�1 ut eal �1`ltjlf�i12�t1hO CBUCK,Inc.Certificate of.Authorization,#8064
Installation Method.
Extreme Metal Fabricators, LLC.
5-VCrirnp (26 Gauge Steel) Roof Panel attached to,Wood Deck
Drawings
24
12"
3/8"
'I
_OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. Nominal-12"o.c.
Fastener
#9 x 1-112"Min. or:#10 x 1-112"Min.per Table"A'
Hex Washer Head,Screw il
Spaced 12":o..c.acrossthe.Panel Width
Panel Ovedap Refer to Tattle A for Spacing Along Panel Length
Deck
-15132 or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern AccrossWidth Interior)
� E
i
FL#: FL 17022.1 R6
Date: 12/22/16
Repori No.:-16-166-SV-SM1 ER
ti13 e � i page 7 of 7
- CBUCK,Inc.Certificate of Authorization#5064
Sp ciatfy Si'rucfia�cal Eaegtc�Ea
�ris�c�;
Installation Method
Extreme Metal Fabricators, LLC.
5:-V Crimp (26 Gaugetteel) Roof Panel attached to Wood Deck
Fasteners
#9:X 1-1/2"Min. or
#10,x 1-1/2'"Min. perTable"A" 5-V'Crimp Roof Panel
Hex Washer.Head W.0d Screws
.•" I 1T
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��ti .1.�:4� _�.�•`.,!:.R1,l r/� -`.-1-^. ��'`= 1.. _ ., ^:�.4 rr1,. ,�•�.,�,�r��.��i�;.,i..'�.��I-\, rr'i}J��,r
Optional: J. J
Deck: Rigid Insulation
-15/32"or greater Plywood,orThickness'3"Maiamum
-Wood plank.'
Typical Roof Assembly
Isometric View
(Optional) Rigidl.Insulation Board per Page 4 of,this report
TABLE A
ALLOWABLE;LOADS
METHOD I 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"ox. 12".ox.
Fastener Size: #9 #10 #10.:, #lOr
*-Allowable design pressure(s)for allowable stress design-(ASD)with a margin of safety of,2 to 1.