HomeMy WebLinkAboutEVALUATION REPORT ROOF UNDERLAYMENTSSCANNED
wilp RECEIVED
"APR 2 5 NIB EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ofAuthorization #9503
353 CHRISTIAN STREET, UNIT #13
rity, Permitting OXFORD, CT 06478
\-J TRINI L
PHONE: (203) 262-9245
EVALUATION REPORT L . FAX: (203) 262-9243
Interwrap, Inc. Evaluation Report 111980.11.08-113
32923 Mission Way FL11602-113
Mission, BC V2V-6E4 Date of Issuance: 11/03/2008
Canada Revision 3: 05/01/2015
SCOPE: I
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
I
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
I
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 theJ5 th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Titanlurnym Roof Underlayments
LABELING: Labeling shall be in accordance with the
CONTINUED COMPLIANCE: This Evaluation Report is
Quality Assurance documentation changes, or prc
Evaluation Report by the named client constitute!
referenced Quality Assurance documentation chi
relative to updated Code requirements with each
ADVERTISEMENT: The Evaluation Report nurnberl
advertising literature. If any portion of the Evalua
I
INSPECTION: Upon request, a copy of this entire F�
distributors and shall be available for inspectional
This Evaluation Report consists of pages I th
Prepared by:
Robert J.M. Nielminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. Trinity[ERD does not have, nor does it ir
distributing products it evaluates.
2. TrinitylERD is not owned, operated or con
3. Robert Nieminen, P.E. does not have nor
which the evaluation reports are being issi
4. Robert Nieminen, P.E. does not have, nor
product.
5. This is a building code evaluation. Neith
project on which this Evaluation Report,
specifically for that purpose.
THESE PLANS AND ALL
ARE SUBJECT TO ANY I
REQUIRED BY FIELD INI
MAY BE NECESSARY ll�
COMPLY WITH ALL APF
1
requirements the Accredited Quality Assurance Agency noted herein.
�alicl until such time as the named product(s) changes, the referenced
visions of the Code that relate to the product change. Acceptance of this
agreement to notify Robert Nieminen, P.E. if the product changes or the
nges. TrinityJERD requires a complete review of this Evaluation Report
,ode Cycle.
preceded by the words "TrinitylERD Evaluated" may be displayed in
:ion Report is displayed, then it shall be done in its entirety.
3luation Report shall be provided to the user by the manufacturer or its
thejob site at the request o he Building Official.
6.
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIA
3- V. '-'l - 14",
VIE
E
NS ND PERMI-rMUST BEMPT ON JOB
.1 fTE OR NO INSPECTION(S) WILL BE MADE
The facsimile seat appearing was authorized by Robert Nieminen,
P.E. on 05/01/2015. This does not some as an electronically signed
. .... document. Signed, sealed handcopies have been transmitted to the
Product Approval Administrator and to the named client
�ncl to acquire or will it acquire, a financial interest in any company manufacturing or
)lied by any company manufacturing or distributing products it evaluates.
11 acquire, a financial interest in any company manufacturing or distributing products for
d.
ill acquire, a financial interest in any other entity involved in the approval process of the
TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designe r of Record for any
previous versions thereof, is/was used for permitting or design guidance unless retained
CONCEALED FASTENERS OR ATTACHMENTS
'ED WORK ARE ' THE RESPONSIBILITY OF THE
rIONS OONTFIACTOR OR RECORD
IS THAT
TO
: CODES. FILE COPY
"',,�TRINITYJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titani UMTm Roof Underlaym, ents, as produced by Interwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida I Building Code through testing in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
kr�o !rt
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3,
Ur Ming, Breakling Strength, Pliability,
ASTM D226
2006
T1507.8, IS07.8.3, 1507.9.3
Loss on Heating 1
,
1507.2.4, 1507.2.8, 1507.2.9.2,
Thickness, Load -Strain, Adhesion, Thermal
ASTM D1970
2009
1507.4.5.1, 1507.4.5.2, 1507.5.3,
Stability, Flexib ility, Tear, Permeance
1507.5.3.2, 1507.7.3, 1507.7.3.2
1507.3.3
Installation Pr actice
FRSA/TRI April 2012 (04-12)
2012
1523.6.5.2.1
I
Physical Properties (2-ply system)
TAS103
1995
TAS 110
Accelerated v6athering
TAS 110
2000
3. REFERENCES:
Kafty
Examinati n
Reference
Date
ERD (TST6049)
Physical Properties
115010.04.09
04/29/2009
ERD (TST6049)
Physical Pro, perties
115010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
Win Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
Physical Pr operties
3146738COQ-003A
03/28/2008
ITS(TST1509)
Physical P roperties
3146738COQ-003B
03/28/2008
ITS(TST1509)
I
Physical Properties
3126617COQ-005
10/31/2007
ITS (QUA1673)
Qua ity Control
ITS Listings
Current
ITS (QUA1673)
Qua�ity q6ntrol
Inspection Report
11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 Titanium— PSU-30 is an unreinfordL polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. Theiunderside is backed with a release film. Unit weight 24 lbs/square.
4.2 Mechanically Fastened Underia ments:
4.2.1 Titanium— UDL-25 is a synthetic pheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs/square.
4.2.2 TitaniumTm UDL-25 PLUS is a synt etic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 1 s/square.
4.2.3 Titanium— UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymercoating. Unitweight4.0 bs/square.
4.2.4 Titanium— UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymercoating. Unit weight 4.71lbs/square.
4.2.5 Titanlum� UDL-TT is a synthet ' ic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square
f
4.2.6 Titanium— UDL-TF is a synthei ) 1c sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.7 UDL-TTIVIC300 is a synthetic sh f e'et-type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-113
Certificate ofAutharization #9503 FL11602-R3
Revision 3: 05/01/2015
Page 2 of 6
S. LIMITATIONS:
5.1
5.2
5.3
5.4
5.5
5.5.1
5.6
5.6.1
5.6.2
5.6.3
This is a building code evaluation. Neither
Record for any project on which this Evalu;
design guidance unless retained specifically f
I
This Evaluation Report is not for use in t e H�
Fire Classification is not part of this repo ; ri
product.
Titanium— Roof Underlayments may be usic
within FBC approval documents. If not list F C
combined with supporting data for the pre a
Allowable Roof Covers:
"\JTRINITYIERD
�inityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of
on Report, or previous versions thereof, is/was used for permitting or
that purpose.
Z.
!r to current Approved Roofing Materials Directory for fire ratings of this
with any prepared roof cover where the product is specifically referenced
a request may be made to the AHJ for approval based on this evaluation
ed roof covering.
ITable 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile
I
Foam -On Tile
Metal
Wood Shakes &
Shingles
Slate
Shingles
PSU-30
Yes
Yes
I
Yes
Yes
Yes
Yes
(See 5.5.1)
UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
UDL-25 PLUS
Yes
(base layer in 2-
(base layer in 2-
Yes
Yes
Yes
ply system)
ply system)
Y
Yes
UDL-30
Yes
(base la:er in 2-
(base layer in 2-
Yes
Yes
Yes
ply system)
ply system)
UDL-50
Yes
No
No
Yes
Yes
Yes
UDL-TT
Yes
No
No
Yes
Yes
UDL-TF
Yes
No
No
Yes
Yes
I UDL-TTIVIC300
Yes
No
No
Yes
Yes
vrivate Laoeiec
"Foam -On Tile" is limited to use of
Adhesive (FL717) applications unless
provided.
Direct -Bond to Deck:
> New untreated plywood;
> Existing untreated plywood,
> ASTM D226, Type I or 11 felt.
> Titanium UDL-25 PLUS, UDL-30
wind uplift resistance of all under
of the load -path. The following
FRSA/TRI April 2012 (04-12) and a
for wind. load resistance based on
I margin of safety per FBC 1504.9
or FBC 1609 for determination ofil
5.6.3.1 Maximum Design Pressure = -45
J
Deck: Min. 1S/32-ir
Primer: (Optional) A I S
I
Underlayment: Titanium PSU
Exterior Research and Design, I.I.C.
Certiflcate of Authorization #9503
2-Component Foam Roof Tile Adhesive AH-160 (FL6332) or Dow TILE BOND- Roof Tile
le adhesion / long term aging data from an accredited testing laboratory is
d as needed with D41 primer to achieve bond.
(primed with D41 primer) or UDL-30 (inverted).
&stems in Foam -On Tile Applications: FRSA/TRl April 2012 (04-12) does not address
ayment systems beneath foam -on tile systems, where the underlayment forms part
wind uplift limitations apply to underlayment systems that are not addressed in
re used in foam -on tile applications. Maximum Design Pressure is the result of testing
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to
has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A
JesiRn wind loads.
plywood to meet project requirements to satisfaction of AHJ.
D41
self -adhered
Evaluation Report 111980.11.08-113
FL11602-R3
Revision 3: 05/01/2015
Page 3 of 6
5.6.3.2 Maximum Design Pressure = -30 psf
Deck:
Min. 15/32-inch plywo
Base Sheet:
Titanium UDL-25 PLUS
Fasteners:
Mechanically attached
heads not less than 3/
deck not less than 3/1(
Spacing:
6-inch o.c. at 4-inch wi
Primer:
ASTM D41 primer requ
Underlayment:
Titanium PSU 30, se -z
5.6.3.3 Maximum Design Pressure = -30 sf*. I
\JTRINITYIERD
I to meet project requirements to satisfaction of AHJ.
� UDL-30 (inverted)
fith 12 ga. annular ring shank nails having not less than 20 rings per inch,
inch diameter and length sufficient to penetrate through the thickness of
nch with min. 32 ga., 1-5/8" diameter tin caps
side laps and 12-inch o.c. at three (3), equally spaced center rows.
ed at all tin -caps.
Deck:
Min. 15/32-inch pl od to meet project requirements to satisfaction of AHJ.
Base Sheet:
I
Titanium UDL-30 (printed side up)
Fasteners:
Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
I
heads not less than P/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing:
6-inch o.c. at 4-inchlwide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required over printed side of UDL-30.
Underlayment:
Titanium PSU 30, self -adhere
5.6.3.4 Maximum Design Pressure = -45 f*.
�woocl
Deck:
Min. 15/32tn�ch pi to meet project requirements to satisfaction of AHJ.
Base Sheet:
Fasteners:
Titanium UDL-25 PLUS or UDL-30 (inverted)
Mechanically atta ched with 12 annular ring.shank nails having not less than 20 rings per inch,
ga.
I
heads not less thpn 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps
Spacing:
6-inch o.c. at 41 1 ch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 prim 9 r required at all tin -caps.
Underlayment:
Titanium PSU 30, self -adhered
5.6.3.5 Maximum Design Pressure = -45 p
Deck: Min. 15/32-ir
Base Sheet: Titanium UDL
Fasteners: Mechanically
heads not IeS
deck not less
Spacing: 6-inch o.c. at
Primer: ASTM D41 pr
Underlayment: Titanium PSU
5.6.3.6 For mechanically attached base s
meet or exceed the Zone 1 desig,
Table 1A or FBC 1609. Zones 2 arl
resist the elevated pressure crit
Assemblies marked with an asteri
enhancements
5.7 Exposure Limitations:
:� I plywood to meet project requirements to satisfaction of AHJ.
.30 (printed side up)
I ttached with 12 ga ' annular ring shank nails having not less than 20 rings per inch,
than 3/8 inch diameter and length sufficient to penetrate through the thickness of
an 3/16-Inch with min. 32 ga., 1-5/8" diameter tin caps.
i-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Tier required over printed side of UDL-30.
30, self -adhered
ieet in a 2-ply system, the maximum design pressure for the selected assembly shall
i pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A,
13 shall employ an attachment density designed by a qualified design professional to
ria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
k* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
Titanium UDL-25, UDL-25 PLUSJ UDL-30, UDL-50, UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be lelft exposed for longer than 90-days.
UDL-TTMC300 not be left exp4ed for longer than 180-days.
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-113
Certificate ofAuthorization #9503 FL11602-113
Revision 3: 05/01/2015
Page 4 of 6
r___�
\ '\,,rTRINITY I ERD
6. INs-rALLATION:
6.1 Titanium Roof Underlayments shall be insialled in accordance with Interwrap published installation requirements
subject to the Limitations set forth in Sectio rl 1 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check or protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and I prime the substrate (if applicable).
6.3 Titaniurri'm ILIDL-25, UDL-25 PLUS. UDL-30. Ul DL-50, ILIDL-TT. UDL-TF and (Private Labeled) UDL-TTMC300:
1
6.3.1 Install in compliance with manufacturer's p J ublished installation instructions and the requirements for ASTM D226, Type
I and 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDLIL5, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps. I
Mechanical attachment of UDL-50, UDL-71 , UDL-TF and (Private Labeled) UDL-TTMC300 is limited to ring shank roofing
nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps;
screws and plates; or plastic cap staples. I
6.3.3 Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6-in I c1hes and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be 12-inche I s o.c. vertically and 24-inches o.c. horizontally in accordance with the surface
markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment,
I
the underlayment need only be prelimi�arily attached pending attachment of the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet over the
starter, completely overlapping the stJrter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side
I
(horizontal) laps, resulting in a dou ble aer application.
6.4 Titanium" PSU-30:
6.4.1 Install in compliance with manufa ct rer 's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for t e type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanicallv Fasiened Roof Cover:
6.4.3
Cut manageable sections and re -roll
Membrane Application:
> Peel back release film approxim
side up.
> Apply the balance of the memb
place.
> Apply subsequent courses paral�
> End (vertical) laps shall be mini T
> if the membrane becomes misal
> Upon completion, inspect the M,
The use of sealant or mastic at tile
for approved sealant or mastic typ I e
Reference is made to FRSA/TRI
instructions noted above as a gi
Wait a minimum of 24 hours p
the roof underlayment.
The use of sealant or mastic at
for approved sealant or mastic I
Exterior Research and Design, LLC.
Certificate ofAuthorization #9503
the release film side out.
1 to 2 feet and align with the lower edge of the roof and set in place, printed
to the substrate by removing the film and firmly pressing the membrane into
el to the eave in a shingle -type, water -shedding manner.
urn 12-inches and side (horizontal) laps shall be minimum 3-inches.
igned, cut the roll and re -start.
embrane and repair any defects or fish -mouths.
fastener penetrations is required for all tile roofing installations. Contact Interwrap
-il 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the
line.
to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
fastener penetrations is required for all tile roofing installations. Contact Interwrap
Evaluation Report 111980.11.08-113
F1.11602-113
Revision 3: 05/01/2015
Page 5 of 6
7.
B.
9.
6.5 Titanium 2-Ply System:
6.5.1 The Titanium System consists of a base
mechanically attached to the wood roof dE
6.5.2 Non -Tile Applications:
install Titanium UDL-25 PLUS or UDL-30 1
6.3.3 followed by Titanium PSU-30 in accoi
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012
above as a guideline.
For mechanically fastened tile roofing, refi
April 2012 (04-12), Table 1.
For adhesive -'set tile roofing, refer to Sectil
I
Wait a minimum of 24 hours prior to load
the roof underlayment. I
The use of sealant or mastic at tile fasten(
for approved sealant or mastic types.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Hpvi
TRINITY I ERD
�er of Titanium UDL-PLUS or UDL-30 (top -surface primed or inverted)
followed by Titanium PSU-30, self -adhered.
surface primed or inverted) in accordance with Sections 6.3.1 through
ce with Section 6.4.
12) installation Manual and Table 1 herein, using the instructions noted
to interwrap published installation instructions, but not less than FRSA/TRI
)n 5.6.3 herein.
ing roof tiles. -riles shall be staged so as to avoid slippage and/or damage to
penetrations is required for all tile roofing installations. Contact Interwrap
ng Jurisdiction in order to properly evaluate the installation of this product.
MANUFAcrURING PLANTS:
Contact the named QA agency for informiation on production locations covered by F.A.C. Rule 611320-3 QA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock ersey—QUA1673;(604)520-3321
�END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-113
Certificate ofAutharization #9503 FL11602-R3
Revision 3: 05/01/2015
Page 6 of 6
TM
Lude C ermittIng
Gull 'Caa�
SUPPLY & MANUFACTURING
Product Evaluation Report
I
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. SV Crimp Rplof Panel over 15132" Plywood
Florida Product Approval #11651.13 R3
Flori�a Building Code 2017
�Per Rule 61 G20-3
Method: 1 —D
ICateg6ry: Roofing
Subcategory: Metal Roofing
Complia ce Method: 61 G20-3-005(l)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 % 011EL S.
%%
Engineer Evaluator:
Dan Kuhn, PE. #75519
da Evaluation ANE ID: 10743
Validator:
Locke Bowden, PE. #49704
9450 Alysbury Place
Montgomery, AL 36117
V . .
% %GEIV
NO. 75519
STATE OF
00
'O'OIVAL
" " I I # I I I I ' � "'
I ! CONCEALED FASTENERS OR ATTACHMENTS
I Contents: ARE THE RESPONSiBILITY OF THE
,Evaluation Report Pages. 1 — 5 CONTRACTOR OR RECORD
I- I Lt k--oU V T
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.13 R3 9 OCTOBER 5, 2017
. " 0 1 �Ma
Gulfc,50f
SUPPLY & MANUFACTURING
The product asi described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
1
5V Crimp Koot Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel witb fasteners in the panel flat over minimum 15/32." plywood decking.
Non Structural application.
Material: Min1mum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Buildipg Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strengt'�: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height- 3/ " Major Rib
#9-1 5x1 . 5'1' with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion, Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Minimum'5/32 "thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluatio in. Must be designed in accordance w/ Florida Building Code 2017.
Tab I e "A,-
W-1111111.111111- ... . . ..............
p Jwp,
Fastenel Pattern
12"-12"
9.5"-2"-9.5"
zFdsfdn ,,i, erm pacing
Design Pressure includes a Safety Factor 2.0.
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
Test Standard Equivalence:
Quality Assurance Entity:
Minimum Slope Range:
The product described herein has demonstrated compliance with the
Florida Buildin I Code 2017, Sections 1'504.3.2.
1 9 0
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-12 - Uplift Test for Roof Covering Systems.
I UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
I
Report No. 11 7-0053T-05 & 117-0331 T-08
2. Ce'rtificate of Independence
ByjDan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization 4 ANE ID: 10743)
1
1 . Thr UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. T I he UL 1897-98 test standard is equivalent to the UL 1897-12 test
s an ar
The man I facturer has established compliance of roof panel products in
accorda ce with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
I
assurance enti y.
Miniml Slope shall comply with Florida �uilcling Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
11
slopes ess than 3:12, lap sealant must be used in the panel side laps.
Installation: Install er Manufacturer's recommended details.
Underlayment: Shall �Iomply with Florida Building Code 2017 section 1507. 1.1.
I
Roof Panel Fire Classification: Fire cl I assification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL# 11651.13 R3 - OCTOBER 5, 2017
Design Procedure:
1 7" G611CcaL
Al
M A N U FACT U R I W&
SUPPLY &
0
For roofs within' the parameters listed on the load table, fastening pattern must
at a minimum�meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be excee I 'ded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or H�HZ evaluation report for use of this
product in H I igh Velocity Hurricane Zone.
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel olver 15/32" Plywood
00-
31 '09"1
RW' e
p 2111/0170,7111/,;,;�' 4 ,
1,,'MqPh Eip C,' RiskCate`
`FI 'd''Bdildihcj:Code,201,,7,'.",�',"' �25:`Ily;?
tf on, a,
r,e W�j
120
ljo
I
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
I
SPEED
(MIN 1/4"
Penetr*ation)
(MIN. 15/32")
ON CEN I EIR
UN CEN I ER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
Plyw6od","�,'
%,# . ... .. .
Pot ' "q,
"16-37Y i
... . . .
116"TYPE'l
I TY F9
ig"'Type"'l,
EITI
ZONE2
#9-15xl.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16"TYPE1
77777777
7777777WT/4
�,/4`1671,j
1'
1"! -TYPE'1�,
'.I V TYP
�E
W10`0/t/,,
*,j � �,
6 "711/1TYP'El?
,Y
&4
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80' 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WZHER W/ MIN. A" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -9�1-25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTER, N BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 1/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SE ALANT MUST BE USED IN PANEL SIDE LAPS.
!
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
11r Nt; z ZONE 3—,,,r
RIDGE
ZONE I
/ — — — — — — — — — — — — — —
ZONE 2 GABLE ROOF
z_j — — — — — — — — — — —
___/rRIDGE
------------------
- — — — — — — — — — — — — — — — — — — — — I - --- 92
ZONE I
"ZONE 3 —EAVIE
Note:J Dimension (a) is defined as 10% of the minimum width of the building or
40% 6f the mean height of the roof, whichever is smaller, however, (a) cannot be
less t ; han either 4% of the minimum width of the building or 3 feet.
I
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
1211 -1211
At Panel Lap ::/-x
TYPE 2 FASTENER PATTERN
�#9-1 5 x .1-1 /211 HWH w/Sealing Washer
21