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HomeMy WebLinkAboutPRODUCT APPROVALSFlorida Building Code Online
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BCIS Home ( Log In User Registration Hot Topics (
Submit Surcharge stats & Facts ! Publications I FBC Staff I'BCIS Site Map Links Search
Busines
PI {^ ofessi
ONUSER:Product Approval
Public User
SCANNED"
Regulation
BY
Product Approval Menu > Product or ADplication Search
p�'9 11 �, n
> Application List > Application Detail SF i I Ide Co tt1tY
L tab�lJl A/O�I A� 1
"
FL #
FL12334-R5
Application Type
Revision
Code Version
2014
-
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
I
Comments
Archived
Product Manufacturer
Therma-Tru Corporation
Address/Phone/Email
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature
Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
I
! Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation &Management Institute
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Standard
ASTM D1929
ASTM D2843
ASTM D635
ASTM D638
ASTM E1300
ASTM E84
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL12334 R5 Eouiv of StandardS.Ddf
Year
1996
1999
2003
1996
2004
2000
1995
1994
a
hl ps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX,QwtDgtF2AezuarjgKARgl... 9/30/2015
RANDALL E. S T OFFT ARCHITECTS; PA
;'379 ARd0011105
APPROVED ® REVISE & RESUBMIT
APPROVED AS CORRECTED [:] REJECTED
This revim I., only fur g,or:A con mance With the design concept of the
protect a c! 91 _I 1s1 na5cn given In the contract
dccarre... . tJ, ,.:ct:� C•v c .:...., sa ,a € a shop drawings daring
this re _%i do :vt v6; s,,• -- ",t: OF E L:i3 G7`OViaP,w !! h the r£Ci13re-
mCTitss of tr1E ptai F _ and L Approval of a sp=Flm itam shah not
inG..ude apProval of P,5 Ecc,. T! 91y of !'-which It,s l em. to ?! aznponsit. Con-
tractor is re ponsiery for:. Dimensions io be ccnMned and mrslated at the
joy sire lr;U!: anon Lh2t per!aina sorely to the f:brica+Jon pro mes or to
t'he means, methods, tschniq+:es, sequences and procedurss di mistruc-
t Gon: coordinst;on of the v.,ork of all othsr trades: and for performing all week
in a safe and satisfactory manner.
DATE: �:Ib BY:
i
Florida Building Code Online
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� a• ` i 8 ' R 0
FJ01wa Deparixnentof BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links 'Search
Busines
PrOfessl Mj Product Approval
0 USER: Public User
Regulation
Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail
FL # FL5891-R5
Application Type Revision
Code Version 2014
Application Status Approved
i
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
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 Lyndon Schmidt, P.E.
developed the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018,
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL5891 R5 COI Certificate of Independence.ndf
Standard Year
SSTD 12 1999
TAS 202 1994
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPIZhpD/o2fndR... 9/30/2015
NDALL E. STOFF ' ARCHITECTSa PjL
779 AR#0091105
APPROVED ® REVISE & RESUBMIT
® APPROVED AS CORRECTED ® REJECTED
This revise a; only for general conformance with the design concept of the
project rand gfrnerai ccmpl ance with the information given in the contract
or con meats made on fine shop drawings during
don r E oe { 3 C-.;ntm-clor from compliance vdith tha reg4re-
rr 1s =f f (c > anC sp8cifmatlons. Approval of a specific iten shall not
r Fan atx%;iL3 y of which the itern is a componer'�t. Con-
tradkx is ter. Dhfflvnsions to be conf.rmed and correlatsd at the
jL j r;1& ;%fC. Tti n that p i-lains safely to the fabrication processes or to
tiia moans, methods, tachniques, sequences and procedures ci corrtruc-
tion: coordination of the work of all other trades: and for performing all work
in a safe and satisfactory manner.
DATE: C,991% �L BY:
THERMAITRU
THERMA TRU DOORS
1 7 E3 INDUSTRIAL OR.. EDGERTON, OH 43517
SMOOTH STAR, FIBER CLASSIC,
••••��•. -
LASSiC CRAFT & CLASSIC CRAFT RUSTIC 37.VMAX IS2,50•MAX.oA.FtuMEwtoiH
FRAME WIDTH 74MMAX. FRAME WIDTH E e
FIBERGLASS GLAZED DOUBLE DOOR W/ SIDEL►TES (SIOBIM
36.00' MAX. 36.75*MAX ^w
Ours WING 36.07MAX. PANEL + �a
PANE! WIDRI
'IMPACT' I_mw E) PANG WIDTH Eg
w ASTRAGAL S ?o
GENERAL NOTQ
1. This product anchoring drawing has been developed in compliance with the Sfh Ediflon (2014) Wdo
BUT609 Code (FBC1 Including the'1th Velocity Witcane Zone' (HVHZ). See the Cerliko0on Agency
Certificate forshres, specifications and ratings.
2. Producl anchors shol be as fated and spaced as shown on details. Anchor embedment to base material
siof be beyond won dressing or stucco.
3. When toed in fhe `HVHT this product comples with Section 1626 of the FSC and does not require an
Impact resistant covering.
4. When used in areas outside of the'WHr (equuhllq wind home debits protection this product complies with
Secion 160911 of the FBC and does not require an arPact resi5W covering. This product meets missile
levd'W and includes Wind Zone 4 as defined its ASTM E 1"6 and Section IMP.1.2.2of the Fea
S. For N stud ironing comttuckon, anchoring of these uNlsshol be the same as Bat shaem for 2x tuck
masoriry camhucBm
6- Site condfions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered archlect.
7. Outswing configurotions using coastal sill Item R31 undaractive doom and of sills used under sfdogesmeal
water Infiltration requirements for%VHr.
B. Ouhwhg configurations tokg sit items If 15. 41 B and 437 under the active door do not meet the water
InfJtrollon requirements far [be %VHr and shall be Waned only in non -habitable areas at of habitable
locations protected by on overhang or canopy such that the angle between the edge of canopy or
overhang to sill is less tton 45 degrees,
TARLEOFCONIF.MS
SHEET#
DESCRiPRON
SNEEFO
I MCRIMON
1
Typical elevations, design pressures & general notes
9
1 Vertical cross sections
2
Door panel deta'B 3 gtarhg detalls (Smooth Star)
10
Buck arncfadng
3
Doarpanel details (fiber Classtcl
11
Rome anchoring 2X buck masonry constnrction
4
Doorpanel details; ssicCroH
12
RameoncluiftiXtxrckmasorryconslnrcBon
5
Doorponel detals C1ossicCraffRustic)
13
Components
6
Sidelte panel detals
14
Components
7
Haaon Id cross sections
15
Bit of maleAok
B
Vertical cross sections
X
_
X
r
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P.O. Box230. Va4feo, F1 33595
Phony No.: a13,939.0197
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INC.
FSPE CA No. 9813
MASONRY wp. HEAD
is JAMBS
OPENING
MUCK
CONCRETEANCHOk NOTES. -
I. Concrete Onai(w aU= 01 ft corners may be adjusted IQ mobtain the n*L
edge distance to morforjWnts.
2 Concrete anchorfocotkins noted as WAX ON CENTER" must be adjusted to
maInfain the min. edge disfonce to mortarlmls, additional concrete anchors
may be required to ensure the WAX. ON CENTER"dimension are not exceeded.
3. Concrete anchor table,
MM"
W R.P
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TAPCON"
1/r
1-itr
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CONCRUEANCHOR NOTES: NOTE 1:
1. Concrete anchorlocotiarg at the comers may be odwted to maintain Me ,in. 910 X 3" wood screw tosnolled through ms>Eion
edge distance to morforjoints. Into masonry (each Tace) at head
2. Concrete onchorbcaffons noted as wAx. ON CENTER` must be adjusted fo
maintain the min. edge distance to monarjoinM oddinanolconcrefe anchors
maybe required to ensure the 7N ON C&MR` dI enslon are not exceeded.
3. Concrete anchor table:
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TAPCON�
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1.1/4"
3°
t•t/2"
WOOD SCREW
INSTALIAiION
NOTES:
Maintain a
minimum 5/6" edge distance. I end disfonce, d ► o.c, spacing of
IL -wood screws to prevent the sag of wood.
a
DETAIL t
TYP. SIDI
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TYP. SIDEUIE
S41.
CONCRETEANCHORNOTFS:
I. Concrete arechorlocations at the comers maybe adjusted to malatoin the min.
edge distance to mortar joints.
NOTE 1:
Z Concrete mchorlocatlons noted as YdAx ON CBvn3r must be o4usted to
3/l G x 3-1/4' ilw Conarele screw tos•noued
ma6lfain the min. edgo distanee to mortar joints, additional Concete anchors
through minion into masonry (each face) at head
may be required to ensure the IMAX. ON CENW dimenslon are not exceeded.
J. Concrefeonrhorfabfe:
A1+►4NO(j
ANtrilOk.
Ml�1.
INTFi CfEl1RA .
..............
JMIAt CIRARAi�CE
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31
WOOD SCRtw
INSTALLATION
NOTE£
Maintain o minimum
5/8'edge
dtsfance I' end distance
5I I.
wood screm to prevent the spGftirrg of wood. g o
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Florida Building Code Online
Page 1 of 3
.j
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tara Faulkner
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
tara@extrememetalfabricators.com
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
James L. Buckner, P.E. @ CBUCK, Inc.
developed the Evaluation Report
Florida License
PE-31242,
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
Validated By
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL17022 R2 COI CertOfIndep.pdf
Referenced Standard and Year (of Standard)
Standard
Year
TAS 125
2003
UL1897
2004
UL 580
2006
Equivalence of Product Standards
�
hitp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 11 /5/2015 . .
a
RANDALL ED G !j ®FFT CHIC -CM P.L,
;r79 AIA011105 j
APPROVW n REVISE& RESUBMIT
® APPROVED AS CORRECTED REJECTED
I his ravie.v k only far gnrra': donrdrinance with -the, design concept of the
p'4P-ct Pel c, r,:ry cat:: '.=r. wa :uithi Vie information given in the contract
Pak on the shop dravrngs during
tt is ra fi�o F ^ Iv`t Pii(i' b '. U`^r iFi'✓ : iiafil Pam' mpli3nC3 W.ittt the rt7Q19ir0-
msnrs Cif t is pt0fi:> dn'd �iJT 1ions. Appmvai of a specific Cific item shad not
In�ir03 "[;'�f a7 Ll - t, ' i p0 . Con -
a; = �� o bry of vm. � ti:3 itemis �com neat
fi—Cor is =- p,rLii`str for:1)4rn sions to be conf:Ymed and correlated at the
jab safe; hilxrpgon Hiai pertains sorely to the fabdcation processes or to
their ris, i WtL%ds, tsdin jes, sequences and procedures cf, construc-
tion: coordinal-kin d, the work of all othar trades: and for performing al work
in a safe and satisfactory manner.
DAM �'�� 6Y:
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email `
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
.Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By.
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Extreme Metal Fabricators, LLC.:
2160 SW Poma Drive
Palm City, FL 34990
(772).872-8034
.tara@extrememetalfabricators.com
James Buckner
jimmy@cbuckinc.net
Tara Faulkner
2160 SW Poma Drive
Palm, City, FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
James.L. Buckner, P.E. @ CBUCK,'Inc.
PE-31242
Keystone Certifications, Inc.
04/22/2024
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL17022 R2 COI. CertOfIndeo.pdf
Standard
Year
TAS 125
2003
UL1897
2004
UL 580
2006
ht'tp://www.floridabuilding.org/pr/pr_app_dtl. aspx?param--WGEVXQwtDgv2a$QpHpQQ... 11 /5/2015
Florida Building Code Online Page 1 of 3
r
11
Fl0;1 8 �CO3f�fT C� BCIS Horne j Log In' User Registration Hot Topics Submit Surcharge Stats & Facts E Publications FBC Staff BCIS Site Map Links Search j
Busines
�� Product Approval
'
Professi' naI USER: Public User
Regulation .
Product Approval Menu >.Product or Application Search > Application List > Application -Detail
FL # . FL17022-R2
Application Type Revision `
Code Version. 2014
Application Status Approved.
Comments
Archived
Product Manufacturer Extreme Metal Fabricators, LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City, -FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical. Representative Tara Faulkner
Address/Phone/Email, 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
a 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 James L. Buckner, P.E. @ CBUCK, Inc.
developed the Evaluation Report,
Florida License P&31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024 .
I Validated By Steven M. Urich, PE
Validation Checklist'- Hardcopy Received
Certificate of Independence FL17022 R2 C0I Cert0fIndeo.pdf
i
Referenced Standard and Year (of Standard) Standard Year
{ TAS 125 2003
V UL1897 2004
i UL 580 2006
Equivalence of Product Standards
htip://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11 /5/2015
i
Florida Building Code Online" Page 2 of 3
Certified By
Sections from the Code
i
Product Approval Method
Method 1 Option D
Date Submitted
07/02/2015
f Date Validated =,
07/02/2015 ,.
Date Pending FBC Approval
07/09/2015
Date Approved
08/18/2015
Summary of Products
FL #
Model —Number
IDescription
17022.1' 771(1)
5VCrimp
26'Gauge Steel, Lapped Roof Panel Mechanically Attached to Wood
Deck. "
Limits of Use
Installation Instructions.
Approved for use in HVHZ: No
FL17022 R2 II 1 5VCrimp 26ga WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A%-101
Evaluation Reports
Other: Refer to evaluation report for
FLi7022 R2 AE 1 5VCrimp 26ga WoodDeck EVALREPORT.pdf
Created by Independent Third. Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.2•
(2) 5-V Crimp
0.032" Aluminum, Lapped Roof Panel, Mechanically Attached to Wood
Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No '
FL17022 R2 II 2 5VCrimp 032Alum WoodDeck EVALREPORT.pdf
Verified•By: James L. Buckner;, P.E. @ CBUCK, Inc. P.E. #,31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent ThirdParty: Yes
Design Pressure: +,N/A/-168.5
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 2 5VCrimp 032Alum WoodDeck EVALREPORT.pdf
Created by, Independent Third Party: Yes
conditions and limitations of use. Refer to.
manufacturer's installation instructions as a"
supplemental guide for attachment.
17022.3 "
(3) 1.5" Mechanical Seam .
2"Rib Height,. 16" Wide,24 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions
'Approved for use in HVHZ: No
FL17022 R2 II 3 1.5
Approved for use outside HVHZ: Yes
MechSeam 24ga WoodDeck EVALREPORT.odf
Impact Resistant: No :
Verified By: James L. Buckner; P.E. @'CBUCK, Inc... P.E. #31242
Design Pressure: +N/A/-191 ,
Created by4ndependent,Third Party: Yes '
Other: Refer to evaluation report for
Evaluation' Reports "
conditions and limitations of use. Refer to
FL17022 R2 AE 3 1.5
manufacturer's installation instructions as a
MechSeam 24ga WoodDeck 'EVALREPORT.odf
supplemental guide for attachment.
Created by Independent Third Party: Yes
17022.4
(4) 1.5" Mechanical Seam
2"Rib :'Height, 16" Wide, 0.032" Aluminum Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 II 4 1.5
Approved for use outside HVHZ: Yes
MechSeam 032Alum WoodDeck EVALREPORT.0
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc: P.E. #31242
Design Pressure: +N/A/-191
Created by Independent Third Party: Yes
Other: Refer to evaluation report for
Evaluation Reports
conditions and limitations of use. Refer to
FL17022 R2 AE 4 1`.5
manufacturer's installation instructions as a
MechSeam 032Alum WoodDeck EVALREPORT.pdf
supplemental guide for attachment.
Created by Independent Third Party: Yes ,
17022:5 , (5) 1" Nail Strip
1" Rib Height, 16" Wide, 26 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 II 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/=97.25 "
Evaluation Reports
Other: Refer to evaluation report for
FL17022 'R2 AE 5 ,1NailStrio 26ga WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
(I "
http://www.floridabuilding.org/pr/pr_app_dtl:aspx?pararri=wGEVXQwtDgv2aBQpHpQQ... 11/5/2015 "
Florida Building Code Online Page 3 of 3
i
(manufacturer's installation instructions as a
supplemental guide for attachment.
17022.E
(6) 1" Nail Strip
1" Rib Height, 16" Wide, 0.032" Aluminum Roof Panel. Mechanically
Attached to Wood Deck.
Limits. of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 II 6 1NailStrip 032Alum WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant:' No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-78.5
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 6 1NailStrip 032A1um WoodDeck EVALREPORT.Ddf
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.7
(7) 1.5" Nail Strip
1.5" Rib Height, 19" Wide, 26 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022'R2 II 7 1.5NailStrip 26g8 WoodDeck. EVALREPORT.pdf
Verified,By: James L. Buckner,'P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant No
Created by Independent Third Party„ Yes. '
Design Pressure: +N/A/-63.5'
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE. 7 1.5NailStrip 26ga WoodDeck EVALREPORT.Ddf
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
"
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 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 contact850.487.1395.
-Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licenseeslicensed under Chapter 455, F.S. mush 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
i 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 clickhere .
Product Approval Accepts: '
SL Cll r tt \' S17 '4' Bi 1 CS'
1
http:Hwww.floridabuilding org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11/5/2015 .
Florida Building Code Online Page 1 of 3
Authorized Signature James Buckner,
jimmy@cbuckinc.net
Technical Representative Tara Faulkner
Address/Phone/Email 2160 SW Poma Drive -
i • Palm. City, FL 34990,
(772)872-8034
tara@extrememetalfabricators.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida tRegistered Architect or a Licensed
Florida ProfessionalEngineer
Evaluation Report = Hardcopy Received
Florida Engineer or Architect Name who James L. Buckner, P.E.-@. CBUCK, Inc.
developed the Evaluation Report
Florida.License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/202'4
Validated. By Steven M. Urich, PE
Validation Checklist Hardcopy Received
Certificate.of Independence„ . FL17022 R2 COI CertOflndeo:odf
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL1897 2004
UL 580 2006
Equivalence of Product Standards FH
Py.
http;//www.floridabuildin'g.org/pr/pr_app.dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... `11/5/20.15
Fi orida Building Code Online
J 1
Page 1 of 3
r7o1iud D20ciltmient ' m BCIS Home Log In ( User Registration Hot Topics Submit Surcharge stats &:Facts Publications ! FBC. Staff BCIS Site Map Links ; Search•
Busines �'?�
Professirral tM' &1 Product Approval
USER:PublicUser
-
Regulation
'Product App&oVal'Menu > Product or. Application Search :> Application List > Application, Detail
.. i
FL # FL17022-R2 -
MRi Application Type _ - Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Extreme Metal Fabricators, LLC-
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
tara@extrememetalfabricators.com'
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tara Faulkner
Address/Phone/Email 2160 SW Poma: Drive
! Palm. City, FL 34990
(772)872-8034
tara@extrememetalfabricators.com
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
i Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who 3ames L. Buckner, P.E. @ CBUCK, Inc.
developed the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M. Urich, PE
Validation Checklist`= Hardcopy Received'
Certificate of Independence 1`1-17022` R2 COI CertofIndep.pdf
Referenced Standardand Year (of Standard) Standard Year
TAS 125 2003
UL1897 2004
UL 580 2006
Equivalence of Product Standards
http-//www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11 /5/2015
Summary of Products
FL #
Model, Number.or Name
Description
17022.1
(1) 57V Crimp
26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood
Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No,
FL17022' R2 II '1 5VCrimp 26ga WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, R.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/401
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE '1 5VCrimp 26ga WoodDeck EVALREPORT.pdf
Created, by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's` installation instructions as a
supplemental guide for attachment.'..;
17022.2•
(2) 5-V Crimp -
0.032" Aluminum, Lapped Roof Panel, Mechanically Attached to Wood
Deck.
Limits of Use
Installation Instructions' '
Approved for use in HVHZ: No
FL17022_R2 I1 2-5VCrimp..032Alum WoodDeck EVALREPORT. pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 431242
Approved for use outside HVHZ: Yes ;
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure:.+N/A/-168.5
Evaluation Reports
Other: Refer to evaluation reportfor;
FL17022 R2 "AE 2.5VCrimp 032A1um WoodDeck 'EVALREPORT.pdf.
Createdby Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.3
(3) 1.5" Mechanical Seam
2" Rib Height, 16" Wide, 24 Gauge Steel Roof Panel Mechanically
Attached to Wood: Deck..
Limits of Use
Installation Instructions
Approved for use in HVHZ: No.
FL17022-142 11 3 1.5
Approved for use outside HVHZ: Yes
MechSeam 24ga WoodDeck EVALREPORT.pdf.
Impact. Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +N/A/-191
Created by Independent Third Party: Yes
Other: Refer to evaluation report for . -
Evaluation Reports
conditions and limitations of use. Refer to
FL17022. R2 AE 3 1.5 .
manufacturer's installation instructions as'a
MechSeam 24ga. WoodDeck EVALREPORT.odf
supplemental guide for attachment.
Created by Independent Third Party: Yes
17022.4
(4)3.5" Mechanical Seam"
2" Rib Height, 16" Wide, 0.032" Aluminum Roof Panel. Mechanically
Attached to Wood Deck.
Limits of Use p
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 II 4 1;5
Approved for use outside HVHZ: Yes.
MechSeam 032Alum WoodDeck EVALREPORT.pdf
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +N/A/7191
Created by Independent Third Party: Yes..
Other: Refer to evaluation report for
Evaluation Reports
conditions and limitations of use. Refer to
FL17022_ R2 AE 4 1.5.
manufacturer's installation instructionsas a 11MechSeam
032Alum WoodDeck EVALREPORT.odf
supplemental guide for attachment: '
Created by Independent:Third Party: Yes
17022.5 (5) 1" Nail Strip
1'<Rib Height, 16" Wide, 26 Gauge Steel Roof Panel Mechanically ,
'
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 'R2 I1 5 1'NailStrip 26ga WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242' "
Approved for use outside HVHZ: Yes
Irripact Resistant: No
Created by Independent Third Party::Yes
Design :Pressure: +N/A/-97.25
Evaluation Reports
Other: Refer to evaluation report for
FL17022 'R2 AE 5 1NailStrio 26ga Woodbeck_EVALREPORT.pdf
Created by Independent Third Party, Yes
conditions and limitations of.'use. Refer to' ,
F4 lorida Building Code Online
, n
Page 3 of 3
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.E
(6) 1" Nail Strip
1" Rib Height, 16" Wide, 0:032" Aluminum Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions'
Approved for use in HVHZ: No :.
FL17022 R2 II 6 .iNailStrio 032Alum WoodDeck EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third l Party: Yes
Design Pressure: +N/A/-785
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 6 1NailStriD 032Alum WoodDeck EVALREPORT.Ddf
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.7
(7) 1.5" Nail Strip
1.5" Rib Height, 19" Wide, 26.Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No.,
FL17022 R2 II '7. 1.5NailStriD 26ga WoodDeck EVALREPORT.Ddf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party:•Yes
Design Pressure: +N/A/-63.5
Evaluation Reports
Other: Refer to evaluation reportfor- ,
FL17022 R2 AE'7 1.5NailStrio 26oa WoodDeck EVALREPORT.Iidf'
Created by Independent Third Party: Yes
conditions and limitations. of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
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