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k OFfICE OF THE FL # FL10497-R5
Application Type Revision
Code Version 2014
Application Status Approved
Status',
�'ASTEh�ERS OR Al'TA"HhiF�'_
ARE THE RESPONSIBILITY OF TH."
Comments ,OTOR OF RE�OR
Archived
Product Manufacturer Mule-Hide Products Co., Inc.
Address/Phone/Email 1195 Prince Hall Dr
THE—SE IPL NS AND ALL PROPOSED WORK Beloit, WI 53511-5481
ARE SUBJECT TO ANY CORRECTIONS linda ith@tr 11 Ext 809
lindareith@trinityerd.com
REQUIRED BY FIELD INSPECTORS THAT
Authorized Sig `n ► � a N`CESd.�RY�(�! �;RL�FR TQ' ' Timothy McFarland
OMPLY�'><t`�'�I L�.l�cp�'�IOAC."!COLES.� lindareith@trinityerd.com
1. . _.
Technical Representative Tim McFarland
Address/Phone/Email 1195 Prince Hall Dr
Suite A
Beloit, WI 535115481
(608) 365-3111
tim.mcfarland@mulehide.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
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1 of 3 PLANS AND PERIMIT MUST HE KEPT ON 0 2 1: 7/27/2017 9:34 AM
OPT NO INSPECTION WILL BE NUDE.
.1;14orida Building Code Online https://www.florauilding org/pr/pr_app_dti.aspVparanr-wGE...
Compliance Method Evaluation Report from a Florida Re
Florida Professional Engineer
r Evaluation Report - Hardcopy R
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/06/2018
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy
Certificate of Independence FL10497 R5 COI 2015 01 COIJ
Referenced Standard and Year (of Standard) Standard
ASTM D6163
ASTM D6164
ASTM D6222
FM 4470
FM 4474
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/17/2015
Date Approved 02/10/2016
Summary of Products
FL # Model, Number or Name ' Description
10497.1 Mule-Hide SBS and APP Modified ' Self-adhering modified bi
Bitumen Roof Systems
2 of 3 7/27/2017 9:34 AM
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Limits of Use Installation Instructioi
Approved for use in HVHZ: No FL10497 R5 II 2015_1
Approved for use outside HVHZ: Yes HIDE FL10497-R5.pdf
Impact Resistant: N/A Verified By: Robert Nien
Design Pressure: +N/A/-480 Created by Independent
Other: 1.) The design pressure in this application relates ; Evaluation Reports
to one particular assembly over concrete deck. Refer to FL10497 R5 AE 2015_
1. the ER Appendix for other systems and deck types. 2.) HIDE FL10497-R5.pdf
Refer to ER, Section 5 for other Limits of Use. Created by Independent
�Badc Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-48i
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement
Under Florida taw,email addresses are public records.If you do not want your e-mail address released In respom
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TRINITY ERE
APPENpVX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Pag
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover
18-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover
1B-2. Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover
ID Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover
I&I Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover
2A Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 1
2B Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 1
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-1
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 1
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 1
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-1
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 1
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-1
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 2
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 2
SC CWF New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 2
6B Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 22-2
• The following notes apply to the systems outlined herein:
I. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of&
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
Wood: Minimum 0.75-inch penetration.
Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of poly isocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the Q
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the bas
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings, Roof decks ar
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report M1D000.03.08-R5 for FL10497-F
Certificate of Authorization#9503 Revision 5:12/14/203
b Prepored by: Robert Nieminen,PE-59166. � Appendix 1,Page 1 of;
1
r
TRINITY ERE
5. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
i Hot asphalt: Full coverage at 25-30 Ibs/square.
i Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
i Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
. OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: Oly8ond Green may be used where Oly8ond 500 is referenced.
i OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
i 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. •
i Note: When multiple layers(s)of insulation and/or coverboord are installed in ribbon-applied adhesive,board Joints shall be staggered.
i Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximuf
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MOP listings in the tables;rather if MOP listing below meets or exceeds that listed for a particular system in the tables,the
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
Millennium One Step Foamable Adhesive(M-OSFA): MOP -157.5 psf (Min.0.5-inch thick)
OMG OlyBond 500(OB500): MOP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
OMG OlyBond 500(08500): MOP -187.5 psf (Min.0.5-inch thick 150 95+GL)
i OMG OlyBond 500(OB500): MOP -315.0 psf (Min.0.5-inch thick ENRGY 3)
OMG OlyBond 500(OB500): MOP -487.5 psf (Min.0.5-inch thick ACFoam 11,Poly ISO 2)
i 3M CR-20: MOP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FB
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-2:
Assemblies marked with an asterisk`carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitter
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to th
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. •
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable c
resisting project design pressures on its own merit to the satisfaction of the AH1,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific dec
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrea
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report M10000.03.08-115 for FL10497-P
Certificate of Authorization#9503 Revision 5:12/14/201
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 2
TRINITY ERE
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:MULE-HIDE ROOF COVERS
Reference Layer Material Application
SBS-SA Base Ply One or more plies SA Base Sheet,SA Base Sheet(FR)
(SBS,Self-Adhering) Cap SA-SBS Cap Sheet,SA-SBS Cap Sheet(FR) Self-Adhering
Note: Self-adhering membranes shall not be installed over APP-TA membranes.
APP-TA Base Ply or Ply One or more plies APP Torch Base,APP Torch S
Torch-Applied
(APP,Torch-Applied) Cap APP Torch S,APP Torch G,APP Torch G FR,APP Torch KoolCap G,APP Torch KoolCap G FR
APP-SA Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR),SA-APP KoolCap G,SA-APP KoolCap G(FR) Self-Adhering
(APP,Self-Adhering) Note: Self-adhering membranes shall not be installed over APP-TA membranes.
15. Any FBC Approved coating listed for use with SBS or APP modified bitumen roofing may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofir
Materials Directory for fire ratings associated with coating usage.
16. The following represent priming requirements for gypsum-based coverboards:
Dens Deck and Dens Deck Prime shall be field-primed with Mule-Hide 121 prior to self-adhering or torch-applied membrane application.
o SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
TABLE 1A:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover(See Table 1) MDF
No. (See Note 1) Type Attach Type Attach Base Ply Ply Cap (PA
SELF-ADHERING BASE PLY WITH BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE:
W 1 Min.15/32- Min.1.5-inch ACFoam II,ACFoam III,ENRGY-3,H- D-IS,M-OSFA, (Optional)additional D-IS,M-OSFA, SBS-SA SBS-SA,APP-SA, •
inch plywood Shield,H-Shield CIS,Multi-Max FA3 OB500 or CR-20 layers(s)of base insulation OB500 or CR-20 (Optional)SBS-SA,APP-TA 52.'
APP-TA
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report M10000.03.08-R5 for FLiD497-F
Certificate of Authorization#9503 Revision 5:12/14/201
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 2
r TRINITY ERE
TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table I
No. Note 1) Base Fasten Attach Base Ply Cap MDP(psf
I TORCH-APPLffD BASE PLY:
Nail Base,Polyglass G2 Base,
OMG Flat Bottom Plates(square)with Roofgrip
Min.19/32- CertainTeed Glasbase,Firestone 12-inch o.c.in 4-inch Tap and 12-inch o.c.in two
W-33 inch I wood MB Base,1M Perma-PI 28,Tamko #14,Dekfast Hex with Dekfast#14 or Trufast 3" (Optional)APP-TA APP-TA -52.5
ply y Metal Insulation Plate with Trufast HD (2),equally spaced,staggered center rows
Glass Base or GAFGLAS#75
Min.19/32- OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two
W 34 Nail Base #12 (Optional)APP-TA APP-TA 60,0
inch plywood (2),equally spaced,staggered center rows
Dekfast Hex Plates with Dekfast#14,OMG 3"
Min.15/32- Round Metal Plate with OMG HD,OMG Flat 10-inch o.c.in 4-inch lap and 10-inch o.c.in three
W-35 Polyglass G2 Base,Nail Base (Optional)APP-TA APP-TA -75.0
inch plywood Bottom Plate(Accutrac)with Roofgrip#14 or (3),equally spaced,staggered center rows
Trufast 3"Metal Insulation Plate with Trufast HD.
Dekfast Hex Plates with Dekfast#14,OMG 3"
Min,15/32- Round Metal Plate with OMG HD,OMG Flat 9-inch o.c.in 4-inch lap and 9-inch o.c.in four(4),
W-36 inch plywood Polyglass G2 Base,Nail Base Bottom Plate(Accutrac)with Roofgrip#14 or equally spaced,staggered center rows (Optional)APP-TA APP-TA 90.0
Trufast 3"Metal Insulation Plate with Trufast HD.
OMG#12 Standard Roofgrip or OMG#14 Heavy
Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in three
W 37 inch APP Torch Base or Nail Base Duty(min.1-5/8-inch long)with OMG 3"Round (Optional)APP-TA APP-TA -90.0
plywood Metal Plates or OMG Flat Bottom Metal Plates (3) equally spared,staggered center rows
OMG#12 Standard Roofgrip or OMG#14 Heavy
1 W 38 Min.15/32- APP Torch Base or Nail Base Dutymin.1-5/8-inch Ion with OMG 3"Round a inch o.c.at 4-inch lap and enter r o.c.in five(5►,
inch plywood ( g) equally spaced,staggered center rows (Optional)APP-TA APP-TA -120.0
Metal Plates or OMG Flat Bottom Metal Plates
SELF-ADHERING BASE PLY:
W 39 Min.19/32- Nail Base Dekfast Hex with Dekfast#14 or Mule-Hide 3" 12-inch o.c.in 4-inch lap and 12-inch o.c.in two, SBS-SA SBS-SA,APP-SA, 52.5'
inch plywood Insulation Plate with Mule-Hide HOP Fastener equally spaced,staggered center rows APP-TA
Min.19/32- OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two, SBS-SA,APP-SA,
W-40 Nail Base SBS-SA -60.0
inch plywood #12 equally spaced,staggered center rows APP-TA
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover(See Table 1) MDP sf
No. Note 1) Joint Treatment Base Ply Ply Cap
(t4 Min.15/32-
h I (Optional)Mule-Hide 121 None SBS-SA TOPtionai)S85-SA,APP- TAS-SA,APP-SA,APP- _g0.0
p ywoodMin.15/32- Plywood joints are covered with minimum 4-inch wide strips of SA Base Sheet, (Optional)SBS-SA,APP- SBS-SA,APP-SA,APP-
(Optional)Mule-Hide 121 SBS-SA 1 .0
inch plywood rolled into place to create continuous bond. TA TA
Exterior Research and Design,LLC.d/b/a Trinity I ERD I Evaluation Report M10000.03.08-R5 for FL10497-F
Certificate of Authorization#9503 Revision 5:12/14/203
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of i
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Business • Professional Regulation
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Product Approval Menu > Product or Application Search >Application List > Application Detall
FL # FL17022-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived i
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 lames 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
I of 6 7/27/2017 9:52 AM
Florida Building Code Online https://www.flolf uilding.org/pr/pr app_dtl.aspx?paranr—wGE...
J
Compliance Method Evaluation Report from a Florida RE
Florida Professional Engineer
r Evaluation Report - Hardcopy R
Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, I
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.
F Validation Checklist - Hardcopy
Certificate of Independence FL17022 R6 COI CertOfIndep.pdf
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
Summary of Products
----------- .......
FL # Model, Number or Description
Name
17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" widf
attached to Wood Deck with screws
2 of 6 7/27/2017 9:52 AM
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Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 1 5VCrimp 26ga Woo
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye:
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 1 5VCrimp 26ga Woi
conditions and limitations of use. Install Created by Independent Third Party: Ye:
the 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 12 - "5V Crimp" (R6) — 0.032" Aluminum, 3/8" Rib height, 21" w
; mechanically attached to wood deck with
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimp 032A1um_1
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye:
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 2 5VCrimp 032A1um-
conditions and limitations of use. Install Created by Independent Third Party: Ye:
the 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 ' —r 1.5" rib height, 16" wide, 24 gauge steel
Seam" (RS) mechanically attached to wood deck with
--_..-.-.--..-._.._ ----------- --+----— --— -----
Limits of Use j Installation instructions
Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24ga
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye:
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for I FL17022 R6 AE 3 1.5 MechSeam 24g
conditions and limitations of use. Install Created by Independent Third Party: Ye:
the 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.
17022.4 4 - "1.5" Mechanical 1.5" rib height, 16" wide, 0.032" alumina
Seam" (R5) mechanically attached to wood deck with
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 4 1.5 MechSeam 032A
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No ! Created by Independent Third Party: Ye:
3 of 6 7/27/2017 9:52 AM
A�Iorida Building Code Online https://www.flor uilding org/pr/pr_app_dtl.aspx?param--wGE...
Design Pressure: +N/A/-Table A ! Evaluation Reports
Other: Refer to evaluation report for I FL17022 R6 AE 4 1.5
conditions and limitations of use. Install 1 MechSeam 032Alum WoodDeck EVALR
the assembly in compliance with the Created by Independent Third Party: Ye!
installation method listed in this report and j
applicable code sections of FBC. Refer to
manufacturer's installation instructions as
a supplemental guide for attachment.
17022.5 5 - "1 in. Nail Strip" 1" rib height, 16" wide, 26 gauge steel,
(115) mechanically attached to wood deck with
Limits of Use I Installation Instructions
Approved for use in HVHZ: No 1 FL17022 R6 II 5_1NailStrip_26gaWo
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye:
Design Pressure: +N/A/-Table A I Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 5 iNailStrip 26ga_W
i conditions and limitations of use. Install Created by Independent Third Party: Ye:
I the 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.
17022.6 6 - "1 in. Nail Strip" 1" rib height, 16" wide, 0.032" aluminun
(R5) mechanically attached to wood deck with
Limits of Use Installation Instructions
! Approved for use in HVHZ: No FL17022 R6 II 6 1NailStrip032A1um_
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye:
Design Pressure: +N/A/-Table A i Evaluation Reports
Other: Refer to evaluation report for i FL17022 R6 AE 6 1NailStrip 032Alun
conditions and limitations of use. Install Created by Independent Third Party: Ye:
the 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
17022.7 7 - "1.5 in. Nail Strip" ! 1.5" rib height, 19" wide, 26 gauge steel
(115) mechanically attached to wood deck with
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 7 1.5NailStrip__26ga_V
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye!
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for ! FL17022 R6 AE 7 1.5NailStrip_26ga_
conditions and limitations of use. Install Created by Independent Third Party: Ye!
the assembly in compliance with the
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-,Florida Building Code Online • https://www.flo building.org'pr/pr app_dtl.aspx?pararn=wGE...
installation method listed in this report and
i applicable code sections of FBC. Refer to
manufacturer's installation instructions as
F170228
supplemental guide for attachment.
8 - "EMAX Rib" (R5) 29 gauge steel, lapped roof panel mecha
exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1_7.022 R6_II_8 EMAX Rib 29ga_Woc
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A I Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 8 EMAX Rib 29ga_W(
conditions and limitations of use. Install Created by Independent Third Party: Ye:
E the 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.
-- --- --
17022.9 19 - " PBR MAX" (R5) 26 gauge steel, lapped roof panel mecha
exposed screws.
Limits of Use Installation Instructions
j Approved for use in HVHZ: No FL17022 R6 II 9 PBR Rib 26ga Wood
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ C
Impact Resistant: No Created by Independent Third Party: Ye:
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 9 PBR Rib 26ga Woo
conditions and limitations of use. Install Created by Independent Third Party: Ye:
the 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.
Bade Next
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Product Approval Accepts:
FOR Kig ®
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