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FL# FL4904-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
I
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
DI affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
Product Approval Method Method 1 Option A File COPY
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Florida Building Code Online Page 2 of 4
z
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Date Revised 12/15/2017
Summary of Products
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.01.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+76.0/-76.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0128.1)df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 504A.pdf
3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FL0128-05 for details.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+70.0/-70.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0129.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 503A.Ddf
3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FL0129-05 for details.
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.01.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.oddf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.odf
12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FLO128-05.
• 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+45.0/-50.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0129.1)df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWGIMA-FL0129-05.
4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
Units
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Florida Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.odf
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0129-05.
4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.03.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0130.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.Ddf
12'-0"x V-8"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is
required.See DWG-MA-FLO130-05 for details.
4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.Ddf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is
required.See DWG-MA-FLO131-05 for details.
4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure:+45.0/-40.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0131.1)df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.odf
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is
required.See DWG-MA-FLO131-05 for details.
Badc Next
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:B50-487-1824
The Site of Florida Is an AA/EEO employer.Coovrlaht 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 emails 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.
Product Approval Accepts:
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149'MAX. OVERALL FRAME WIDTH o °p
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT o
21" MAX 36.375" MAX:
D.L.O. PANEL WIDTH 37.5" MAX. ¢ p J
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH oz 0::_
¢ C/)O
S:ENERAL NOTES W O Q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO z U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _
REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ti L U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, o L0
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. _� N (y)I-
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 10 CO .-
¢ L,J
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC. _ - _j _
Mci
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 1 W
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.'
5. PLASTICS TESTING OF LITE FRAME MATERIAL: x
TEST DESCRIPTION DESIGNATION RESULT o g H
SELF IGNITION TEMP ASTM 01929 740 T > 650 T o`W�` p
IF
RATE OF BURNING ASTM D635 0.77 IN MIN • J Q z
SMOKE DENSITY ASTM D2843 13.4% g W W
TENSILE STRENGTH' ASTM D638 7.50% DIFF oa m N U
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - o -
o �
4500 HOURS XENON ARC METHOD 1
0
DOUBLE DOOR UNIT W/SIDELITES a a
Adde1dn IB NMI vI vl N vl N
33333m
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELTTES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT
WITH SIDELITE WITH SIDELITE WITH VENTLI7E w a CO)m a Z
WHERE WATER INFILTRATION PERFORMANCE IS
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 7/11/05/
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING scnLL: N.T.S.
SHEET # DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG.BY: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHX.BY:
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR BruvnHc NO.;
OXXO 149 +50.5 -50.5 +50.5 4 -50.5 +19.0 4 -19.0 +50.5 4 -50.5 FLORIDA P.E. DING-MA-FLOIJc,-o5
X - VENT 37.5 +55.0 -55.0 +55.0 -55.0 N/A N/A 1156533
SHEET 1 .' 3
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ASTRAGAL RETAINER BOLT HOLE v a(n w z
#8 x 2-112'" #10 x 2'" #8 x 2-112" MUST BE DRILLED THROUGH J m o w Lo
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° THE THRESHOLD & INTO THE ¢N oo z
#10 x 518'" ® STRUCTURE DEEP ENOUGH ova= �
8 x 2-1 2" 10 x 1'" FOR A 1.375" THROW m
# #
#10 x 5�8"" oow
❑ __ #10 x 314'" DETAIL "F" ASTRAGAL
_
#10 x 2" - DETAIL 'E" ASTRAGAL - - - - ----ic(i/e•TEMP.cuss)- --
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATWE INSERT
ALUM,STEEL OR BUM SPACER
DETAIL "D"" STRIKE PLATE TO FRAME 1/2-BITE w o U m o
DETAIL "C"' AS SHOWN. z
TYPICAL �_J6 X 1-1/2 PHS
DATE: 7/11/05
h;� d...
1 0.962"I sc1LE: N.T.S.
_ r-'•:
1.375'• D
WG.BY,
DOW 995 M•,
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PXTERIOp f�,Q$
INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL
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SEE DETAIL 6" I— � —6" cc 00
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3"
3" 3,.6' 6" 3" c�I�.28
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SEE DETAIL 6"—
F" SHT. 2 T- 1 a a
ATTACHMENT DETAIL �N�m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, x
SIGNED AND SEALED BY LUIS R. LOMAS, PE o 0
(FLORIDA #62514) WITH THE LOWEST (LEAST) a w
FASTENER RATING FROM THE DIFFERENT FASTENERS �wwJ
BEING CONSIDERED FOR USE. JAMB, HEAD, AND x¢¢w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 6 a can u Ln
z
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �,o`" o
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE Roo
LOCATION.LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�¢= a
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED '
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2 CENTERLINE. ��110
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES R2,
CORRUGATED FASTENERS LOCATED 3" FROM EACH END __-_ -
___- - ___O1 _.
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,•,
12" O.C. 1.50" I 1.25" waUm�
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _D_25•• MIN — 0.25" Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM Dare 7 11/OS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AddendsnloNAMI
cL •,-•; — scaLc: N.T.S.
MINIMUM EMBEDMENT OF 1-1/4 — I— �'. CL I I— CertlkaronNa. a a_ZN/ DWG.BY: SWS
ReviendBr-
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DateRexexxd:/�i7 ; cxK.BY:
TRANSFER LOADS TO STRUCTURE. DRAWING No.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY 0WG-MA-FL0730-05
ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET 3 OF 3
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Produtt ADoroVal Menu>Product or ADDlication Search>AODlication Lis[>Application Detail
FL# FL17022-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 03
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
rchard@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
L 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.
u Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOflndei)odf
ReferencedlStandard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2004
UL 580 2006
I
Equivalence of Product Standards
Certified Byl
Sections fro m the Code File, C®py
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Florida Building Code Online Page 2 of 4
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Product Approval Method Method 1 Option D
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Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
Date Revised 08/18/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1-"5V Crimp"(R6) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically
attached to Wood Deck with screws
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 FL17022 R6 AE 1 5VCrimp 26°a WoodDeck EVALREPORT R6 odf
conditions and limitations of use. Install the Created by Independent Third Party:Yes
assembly in 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 FL17022 R6 II 2 5VCrimo 032A1um WoodDeck EVALREPORT R6pdf
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 FL17022 R6 AE 2 5VCrimo 032Alum WoodDeck EVALREPORT R6_pdf
conditions and limitations of use. Install the Created by Independent Third Party: Yes
assembly in 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 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel
Seam"(R5) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R6 II 3 1.5 MechSeam p
24°a WoodDeck EVALREPORT. df
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 FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORT odf'
conditions and limitations of use. Install the Created by Independent Third Party: Yes
assembly in 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.
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1702.2.4 4-"1.5"Mechanical 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel
Seam"(R5) mechanically attached to wood deck with 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 032Alum WoodDeck EVALREPORT odf
Impact Resistant: No Verified By:James L. Buckner,P.E. @ CBUCK Engineering P.E.#31242
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes
Other: Refer to evaluation report for Evaluation Reports
conditions and limitations of use. Install the FL17022 R6 AE 4 1.5
assembly in compliance with the installation MechSeam 032Alum WoodDeck EVALREPORT odf
method listed in this report and applicable code Created by Independent Third Party: Yes
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
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17022.5 5-"1 in.Nail Strip"(R5) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
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Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrip 26aa WoodDe k 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: Refer to evaluation report for FL17022 R6 AE 5 INailStrip 26aa WoodDeck EVALREPORT.odf
conditions and limitations of use. Install the Created by Independent Third Party: Yes
assembly in 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.
s
17022.6 6-"1 in. Nail Strip"(115) 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 6 1NailStrip, 032A1um 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: Refer to evaluation report for FL17022 R6 AE 6 1NailStrio 032Alum WoodDeck EVALREPORT.odf
conditions and limitations of use. Install the Created by Independent Third Party:Yes
assembly in 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 II 7 1 SNailStrio 260 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: Refer to evaluation report for FL17022 R6 AE 7 1 5NailStrio 26ga WoodDeck EVALREPORT.odf
conditions and limitations of use.Install the Created by Independent Third Party:Yes
assembly in 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.
1702.2.8 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 29aa 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: Refer to evaluation report for ELt 7022 R6 AE 8 EMAX Rib 29aa WoodDeck EVALREPORT.odf_
conditions and limitations of use. Install the Created by Independent Third Party: Yes
assembly in 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. j
17022.9 9-"PBR MAX"(115) 26 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 9 PBR Rib 26ga 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: Refer to evaluation report for FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.odf
conditions and limitations of use.Install the Created by Independent Third Party:Yes
assembly in compliance with the installation
method fisted in this report and applicable code
sections of'FBC. Refer to manufacturer's
installationlinstructions as a supplemental
guide for attachment.
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