HomeMy WebLinkAboutEVALUATION REPORTRECEIVED
APR 0 2 1018
Permitting Department
St. Lucie County
ENGINEER EVALUATE
SCANNED
BY
St. Lucie County
TEST
RI IIATION RFPOR
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ppR 0 ti 1%N% metNt
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NEMOletc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CONSULT CERTIFY
Sentry Building Innovations Evaluation Report 13925.02.17-1-R2
1209 Orange Street, Wilmington, FL21895-RZ
New Castle, DE 19801 Date of Issuance: 02/16/2017
(843) 735-1773 Revision 2: 12/11/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: RoofnadoTl Synthetic Roofing Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by:
�`aS��aGtaiti <:
Robert J.M. Nieminen P.E.
r
oesnotsrized by Robert
appearing his does
?O,Ps.{:� ;o*%'•' The facsimile P.E. 12/11/2o18. This does
�6gi� Nleminen,P.E.
Florida Registration No. 59166, Florida DCA ANE1983
on as
not serve as an
.' n12/11/2018.[ serve
,Sa".,,::m^ electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOletc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMOletc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
ROOFING COMPONENT EVALUATION:
4.1
4.2
ON EMO etc.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roofnadom Synthetic Roofing Underlayments, as produced by Sentry Building Innovations,
have demonstrated compliance with the following sections of the 6" Edition (2017) Florida Building Code through
testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation
Requirements and Limitations / Conditions of Use set forth herein.
1504.3.1
1507.1.1, R905.1.1 Exception
1507.1.1, R905.1.1 Exception
1507.1.1, T1507.1.1, 1507.2.9.2
1507.3.3
TAS 110
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ICC-ES(EVL2396)
NEMO (TST6049)
NEMO (TST6049)
NEMO (TST6049)
QAI(TST9808)
QAI (TST9808)
CAI (TST9808)
QAI(TST9808)
QAI(TST9808)
QAI(TST9808)
QAI(QUA7628)
QAI(QUA7628)
Wind Uplift
Unrolling, Breaking Strength, Pliability
Tear Strength
Physical Properties
Physical Properties
Accelerated Weathering
-,—Examination----
D226 ___�
ASTM D226
ASTM D4533
IBC/IRC compliance
UL 1897
AC152
FRSA/TRI April 2012
ASTM E108
ASTM E108
Physical Properties, AC188
Physical Properties, AC188
ASTM D1970
ASTM D1970 (adhesion)
Traceability/Inspections
Traceability/Inspections
UL 1897
2012
ASTM D226
2009
ASTM D4533
2015
ASTM D1970
2015
FRSA/TRI April 2012 (04-12)
2012
ASTM D4798
2011
ACT-SC14110.05.17-2
ACT-SC14110.05.17-3
ACT-SC16550.17
ESR-4055
4L-ACT-18-002.07.18-2
4S-ACT-18-001.10.18-1B
4S-ACT-18-001.11.18-2B
RJ3502-1
RJ3502-2
RJ3502P-1
R13502P-2
RJ5365P-3
RJ5365P-4
Service Confirmation, India
Service Confirmation, UAE
05/24/2017
05/24/2017
10/19/2017
03/01/2017
07/05/2018
10/08/2018
11/12/2018
09/29/2014
09/29/2014
11/05/2014
11/05/2014
04/26/2017
06/29/2017
02/09/2017
02/09/2017
PRODUCTDESCRIPTION:
•Name
:` Description - -
Specification
Manufactoring.
-
Location(s)
Roofnado"'
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
AnchorDeck"'
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the back side,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 2.25 Ibs/square.
Roofnacl
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
StormTread'"'
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the back side,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 3.80 Ibs/square.
NEMO ETC, LLC Evaluation Report 13925.02.17-1-RZ
Certljlmte of Authorization #32055 6ry EDITION (2017) FBC NON-HVHZ EVALUATION FL21995-RZ
Roofnado- Synthetic Roofing Underlayments Revision 2: 12/21/2018
Page 2 of 5
4.3
4.4
ONEMOletc.
. Name
Description
.. . _. - ,.. ..
-Specification,,.,'Manufacturing
•..-
Location(s)�i'
Roofnado"
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
ShingleLock"'
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the back side,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 3.80lbs/square.
RoofnadoTM
Self -adhering underlayment consisting of a synthetic top-
ASTM D1970 &
United Arab
LapLockTM PSU
facer, polymer modified bitumen and a release liner,
FRSA/TRI April
Emirates
available in rolls 36-inch x 67-ft with a nominal 60-mil
2012
thickness.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire classification does not form part of this evaluation; refer to OAI Laboratories (www.gai.ore) current Building
Products Listing Directory for fire listings of this product.
Note: ASTM E108 reports furnished by the applicant indicate Roofnado^ Synthetic Roofing Underlayments may be
used as a component of a classified roof assembly with a roof covering of Class A, B or C glass fiber mat asphalt -
shingles complying with the 6t6 Edition (2017) Florida Building Code or in Class A roof assemblies with the roof
coverings specified in the exceptions to FBC Section 1505.2, when installed report over minimum 3/8-inch thick AC
Exterior Grade plywood deck.
5.4 Raofnado'" Synthetic Roofing Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers:
TABLE 1:
ROOF .OPTIONS
-. -°
ASPHALT&=,
- WOOD
'SYNTHETIC -
FOAM -ON'
.
- SHAKES & -
=°
UNDERLAYMENT
SHINGLES'.,
NAIL_ -ON TILE
TILE... ; `
METAL
SHINGLES
SLATE-
AnchorDeck'"
Yes
No
No
Yes
Yes
Yes
(residential only)
(primed cedar)
StormTread'"
Yes
No
No
Yes
Yes
Yes
(primed cedar)
ShingleLock"
Yes
No
No
Yes
Yes
Yes
(primed cedar)
Ye
LapLock'" PSU
Yes
Yes
Yes
Yes
Yes
(See 555.1)
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 13925.02.17.1.RZ
certificate ofAuthorirotion p324SS 6Te EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roofnado'" Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 3 of 5
ONEMOletc.
5.6 Allowable Substrates; RoofnadoTM' Lapl.ock' PSU:
5.6.1 Direct -Bond to Deck: -
➢ New or existing untreated plywood; primed or primed with ASTM D41 primer.
➢ New or existing untreated OSB; primed or primed with ASTM D41 primer.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226,11 felt.
5.6.3 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is
the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure =-97.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: RoofnadoTM LapLock" PSU, self -adhered and back -nailed max.12" D.C.
5.7 Exposure Limitations:
Roofnado'• AnchorDeckTM,StcrmTreadTM orShinglel.ockTM shall not be left exposed for longer than 30-days.
Roofnado`mLapLock•" PSU shall not be left exposed for longer than 90-days.
5.8 Tile Slippage Limitations [per FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
6.1 RoofnadoTM Synthetic Roofing Underlayments shall be installed in accordance with Sentry Building Innovations
published installation instructions subject to the Limitations set forth in Section 5 herein and the guidelines noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Roofiado" AnchorDeck' ,StormTreadTM or5hinglelockTM: -'
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
NEMO ETC, LLC Evaluation Report 13925.02.17.1-R2
Certificate o)Authod:ation p3245S a EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-RZ
Roafnado- Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 4 of 5
ONEMOjetc.
6.3.2 Fasteners:
✓ If primary roof cover is installed within 24-hours, fasteners may be corrosion resistant 3/8-inch head x 1-Inch
long roofing nails
✓ If primary roof cover is installed after 24-hours, fasteners shall be plastic cap nails or metal cap nails with
minimum 1-inch diameter head.
x Do not use staples.
Ensure fasteners are installed at 90 degree angle to the deck with flush contact between the cap and the upper
surface of the underlayment. Fasteners shall be of sufficient length to penetrate through the underside of plywood
or OSB decks, or minimum''/. -inch embedment into dimensional lumber/ tongue -and -grove wood decks.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where
the ultimate design wind speed, Vah, equals or exceeds 150 mph.
6.3.3 When required by the local building code or Authority Having Jurisdiction, install a leak barrier of ASTM D1970 or
equal holding Florida Statewide Product Approval or Local Approval at vulnerable leak areas, including but not
limited to eaves, valleys, rakes, skylights and dormers.
6.3.4 Single Laver, Slopes of 4:12 and more:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 3-inches. Ensure all
vertical end -laps are staggered at least 3-feet apart.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1, considering the wider sheet -
width. When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens.
6.3.5 Double Laver. Slopes between 2:12 and 4:12:
Double layer application; begin by fastening a 25.5-inch wide strip along the eaves. Place a full -width sheet over
the starter, completely overlapping the starter course. Continue as noted in 6.3.4, but maintaining minimum 25.5-
inch side (horizontal) laps, resulting in a double -layer application and 6-inch wide end (vertical) laps. Ensure all
vertical end -laps are staggered at least 6-feet apart.
6.3.6 Contact Sentry Building Innovations 1(843) 735-1773] for exposure to high wind velocity areas.
6.4 RoofnadoTM•LapLock^"PSU:
6.4.1 Non -Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, and Sentry Building Innovations published
requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth In
FRSA/TRI April 2012 (04-12), and Sentry Building Innovations published requirements.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Sentry Building Innovations published requirements for tile staging.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
QAI Laboratories —QUA7628; (604) 527-8378, mlansdowne@gai.org
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 13925.02.17.1-R2
Cert(Pcate of Authorization 4320SS 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roofnado- Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 5 of 5
3/22/2019 - Florida Building Code Online �1� () Lf-0 0.50
,f Approved for use outsl' .:IHZ: Yes Verified By: Sot Item 62354 (tEGE1VE0
Impact Resistant: N/A - Created by Indehrsent Third Party: Yes 1�
Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use. FL27499 RO AE Dyn7.odf AQ nt
Created by Independent Third Party: Yes Departs'
27499.8 Dynamic 1 3/4" Snaplock, .032" .032" aluminum roof panel, 18" wide, with 1 3/48`§naplock
Alum seams.
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL27499 RO II 274998Dwg,pdf
Approved for use outside HVHZ:. Yes Verified By: Scott-Wolters-62354
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use. FL27499 RO AE Dyn9.odf
RECEIVED Created by Independent Third Party: Yes
APR 0 2 2010
27499.9
Dynamic 1 3/4" Snaplock, 24 Ga.
Permitting Department
St. Lucie County
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eval report for Limits of Use.
n
0
V
24 Ga. galvalume coated steel roof panel, 18" wide, with 1 3/4"
Snaplock seams.
Installation Instructions
FL27499 RO II 2749991)wgpslf
Verified By: Scott Wolters 62354
Created by Independent Third Party: Yes
Evaluation Reports
FL27499 RO AE Dyn9.odf
Created by Independent Third Party: Yes
27499.10 I Dynamic 1" Nailstrip, .032" Alum I .032" Aluminum roof panel, 16" wide, with 1" snap fit seams.
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL27499 RO II 2749910Dwg,pdf
Approved for use outside HVHZ: Yes Verified By: Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party; Yes
Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use. FL27499 RO AE Dyn10 odf
Created by Independent Third Party: Yes
27499.11 Dynamic 1" Nallstrip, 26 Ga. I snap fit allamsme coated steel roof panel, 16" wide, with 1"
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
.FL27499 RO II 2749911Dwg,pji
Approved for use outside HVHZ: Yes
Verified By: Scott Walters 62354
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Please see Eval report for Limits of Use.
FL27499 RO AE Dynll.odf
Created by Independent Third Party: Yes
27499.12
Dynamic 2" Mach Seam, .032" Alum
1.032 Aluminum roof panel, 18" wide, with 2" standing seams.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL27499 RO II 2749912Dwg,pilf
Approved for use outside HVHZ: Yes Verified By: Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use. FL27499 RO AE Dynl2.pdf
Created by Independent Third Party: Yes
27499.13 ( Dynamic 2" Mach Seam, 24 Ga. 124 Ga. galvalume coated steel roof panel, 18" wide, with 2"
standing seams.
Limits of Use
®
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eval report for Limits of Use.
Installation Instructions
FL27499 RO II 2749913Dw9,gdf
Verified By: Scott Walters 62354
Created by Independent Third Party: Yes
Evaluation Reports
FL27499 RO AE Dynl3.odf
Created by Independent Third Party: Yes
127499.14 1 Dynamic 5V Crimp, .032" Alum 1 .032" Aluminum roof panel, 24" wide, with 5V Crimp
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL27499 RO II 2749914Dwg,p_df
Approved for use outside HVHZ: Yes Verified By: Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use FL27499 RO AE Dynl4.odf
Created by Independent Third Party: Yes
2 A I Dynamic SV Crimp, 26 Ga. I.
Ga, galvalume coated steel roof panel, 24" wide, with SV
crimpI
of Use
Installation Instructions
hftps:llwww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQvADquHOE2Ywe%2bOsCepABg3%2bkM6wP2SDMfgVZFBBOds9Fl Mgw%3d%3d 3/4
WOLTERS ENc_J ._'NEERING
`l04-0 0s�
ENGINEERING, DRAFTING, CONSULTING
PRODUCT EVALUATION
15211 97th Road. N
West Palm Beach, FL 33412
PhlFx: (561) 226-1982
PRODUCT: DYNAMIC 5V CRIMP 26 GAUGE STEEL ROOF PANEL (FLPA# 27499.15)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH, FL 33411
To all concerned,
AE�1vEo
Q�TK45p
The Dynamic 5v Crimp 26`Ga. Steel Roof Panel, manufactured by Dynamic Metals LLC, is a non-structural
galvalume coated steel roof panel (50 ksi min) that meets the requirements of Sections 1507.4.3 and 1518.9 of the
6th Edition (2017) Florida Building Code. The panel has been tested per TAS 100 and TAS125 by Intertek, with
results shown in test reports G3443.38-45044 and H2686.02-450-44.
Technical Documentation:
1. `Drawing °5VS-HZ' dated 6/18/18, signed and sealed by Scott Wolters, PE.
2. Test Reports listed above by Architectural Testing, Inc: signed and sealed by Vinu Abraham, PE:
3. Supplemental Calculations to support °5VS-HZ" drawing, signed and sealed by Scott Wolters, PE.
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
requirements of the 6th Edition (2017) Florida Building Code generally, and chapter 15 specifically, including the
HVHZ provisions.
Limitations: This panel is approved for use inside and outside of the HVHZ.
Overall Limitations: Maximum Panel Width: 24"
Fastener spacing across panel: 120 O.C. (at overlaps ¢er rib)
FieldInstallation
Maximum Design Pressure: 117.75 psf.
Fastener Spacing: 2" from ends,16" max. O.C.
Min. Panel Fastener: #10x1 112" HiLo HWH screw
with weather -seal washer
SPECIALIZING IN IMMPACf k�515I"ANI' CUP,rAINWALL5, 5rOMFVONf5, & WIN70W5
Perimeter and Corner Instaf aadon
Maximum Design Pressure: 206 psf
Panel Clip Anchor Spacing: 2" from ends, 8" max. O.C.
Min. Panel Fastener: #10x1 1/2" HiLo HWH screw
with weather -seal washer
Undedavment: 1 layer of 30 lb. organic felt paper with 4" overlaps, anchored with -
.120"x1'/4' galvanized roof nails with 32 Ga. Tin caps spaced 6" O.C. in
rows at the perimeter, at overlaps, and two intermediate rows per sheet.
(or)
Any underlayment with a valid FLPA or Miami -Dade NOA
Fire Barrier: 1 layer of VersaShield with 4" overlaps, anchored with .120"x1 %a"
galvanized roof nails with 32 Ga. Tin caps, spaced 6" O.C. in rows at the
perimeter, at overlaps, and two intermediate rows per sheet.
(or)
Any fire barrier with a valid FLPA or Miami -Dade NOA
Minimum Substrate: '% (15132" min) 4-ply CDX Plywood, nailed to 2x rafters spaced 24" max.
O.C. with 8d ring -shank nails spaced 4" O.C.
Other Limitations: Roof slope must meet requirements of FBC Section 1507.4.2..
Fire classification is not_a part of this evaluation,
Shear diaphragm values are not a part of this evaluation.
Design of substrate is by others and is not a part of this evaluation.
If you have any questions or need more information concerning this approval please contact me.
Thank you,
c-5 oft o t�_
FL PE# 62354
JUN2 9 2018
5F eCIALIZN% IN IMPA f IT5I5fMr CUKAINWAU s, sr09FVOW5, & WNnows
Of
NOITIJ*ITOC 1 Norrinal 12"o.c.
Pane! overlap #10 Hex -Head Screws With
\1 Weather Seat Washer
Oak*
15132'er greater P'.Vinod. pi
Mcd plank
24' MavNim M-11
3J. 3
F.
•
I L