HomeMy WebLinkAboutSIP's Listing Reportcst06 12 16
Listins Report: MUR032309-l 5LISTED
4.2.4. Malerial Sources. The facing, core and adhesive
used in the construction of lhe Murus Company Structural
lnsulated Panels shall be composed only of materials from
approved sources as identified in the in-plant quality
system documentation. A list of material suppliers is
provided in Table 9.
4.2.5. Splines. The Murus Company Structural lnsulated
Panels are interconnected with surface splines or block
splines (Figure 1). Connections using dimensional lumber
splines or engineered structural splines are not specifically
addressed in this report and must be designed in
accordance with accepted engiryeerþg--practice to meet
applicable code requirements. 0r\¡ 014 Actr2o)
4.2.5.'1. Surface Splines. Surface splines (Figure 1)
consist of 3 in. wide by 7116 in. thick or thicker OSB. At
each panel joint, one surface spline is inserted into each of
two tight-fitting slots in the core. The slots in the core are
located just inside the facing.
4.2.5.2. Block Splines. Block splines (Figure 1) are
manufactured in the same manner as the SIP except with
an overall thickness that is 1 in. less than the overall
thickness of the panel to be joined.
5. DESIGN
5.1.'Overall Structural System. The scope of this report
is limited to the evaluation of the SIP component. Panel
connections and other details related to incorporation of
the panel into the overall structural system of a building
are beyond the scofe ôiiñ¡i rãport (r¡¡Ór¿ t'¡ncus)
5.2. Design Approval. Where required by the authority
having jurisdiction, structures using lhe Murus Company
Structural lnsulated Panels shall be designed by a
registered design professional. Construction documents,
including engineering calculations and drawings providing
floor plans, window details, door details and connector
details, shall be submitted to the code official when
application is made for a permit. The individual preparing
such documents shall possess the necessary
qualifications as required by the applicable code and the
professional registration laws of the state where the
construction is undertaken. Approved construction
documents shall be availqble at all times on the jobsite
during installation.(lM 014 NAcu4)
5.3. Design Loads. Design loads to be resisted by the
SlPs shall be as required under the applicable building
code. Loads on the panels shall not exceed the loads
noted in this report.
5.4. Allowable Loads. Allowable axial, transverse, and
racking loads may be calculated using the panel
properties provided in Tables 1 and 2 or may be selected
from Tables 3 through 7. Maximum and minimum panel
heights, spans and thicknesses are limited as provided in
Table 2 through 7. Unless otherwise noted, all properties
and allowable loads apply to panels joined with surface or
block splines. Allowable loads for reinforced panel
capacities shall be designed by a registered professional.
Calculations demonstrating that the loads applied are less
than the allowable loads described in this report shall be
submitted to the code official for approval.(rM 014 NAcus) For
loading conditions not specifically addressed herein,
structural members designed in accordance with accepted
engineering practice shall be provided to meet applicable
code requirements.
5.5. Goncentrated Loads. Axial loads shall be applied to
the SIP through continuous members such as structural
insulated roof or floor panels or repetitive members such
as joists, trusses or rafters spaced at regular intervals of
24 in. on center or less. Such members shall be fastened
to a rim board or similar member to distribute the load to
the SlP. For other loading conditions, reinforcement shall
be provided.
accordance
ACU12)
This reinforcement shall be desioned in
with accepted engineering practice: flM 014
5.6. Eccentric and Side Loads. Axial loads shall be
applied concentrically to the top of the SlP. Loads shall not
be applied eccentrically or through framing attached to
one side of the panel (such as balloon framing) except
where additional engineering documentation is provided.
(rM 014 ACU13)
5.7. Openings. Openings in panels shall be reinforced
with wood or steel designed in accordance with accepted
engineering practice to resist all loads applied to the
opening as required by the adopted code. Details for door
and window openings shall be provided to clarify the
manner of supporting axial, transverse and/or racking
shear loads at openings. Such details shall be shown on
approved design documents and subiect tq approval by
tËd local authoiity having jurisdiction. (rrvr014 Acus)
This tisting report ís intended to indicate that NTA Inc. høs evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by thís report.
NTA, INC.. 305 NORTH OAKLAND AVENUE . P.O. BOX490 . NAPPANEE, INDIANA46550
WEB: WWW.NT^INC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D aæ: 041 O5 12012
This report is subject to annual renewal.
Page 2 of 10
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
csr06 1216
Listins Report: MUR032309-1 5LIATED
PRODUCT:
DIVISION:
SECTION:
Structural lnsulated Panels (SlPs)
Wood and Plastics (06)
Structural Panels (06 12 16)
Report Holder
Structural Insulated Panel Association (SIPA)
PO Box 1699
Gig Harbor, WA 98335
Manufacturing Locations
The Murus Company (NTA Plant #660)
3234 Route 549
Mansfield, PA 16933
1. SUBJECT
The Murus Gompany Structural lnsulated Panels. Wall
and Roof Panels I ft. to 20 ft. long, 4-518 in. to 12-114
in. thick.
2. SCOPE
2.1. NTA, lnc. has evaluated the above product(s) for
compliance with the applicable sections of the following
codes:
2.1.1. 2006, 2009 lnternational Building Code (lBC)
2.1.2. 2006, 2009 lnternational Residential Code (l RC)
2.2. NTA, lnc. has evaluated the above product(s) in
accordance with:
2.2.1. NTA lM 014 Structural lnsulated Panel Evaluation
2.2.2. NTA lM 036 Quality System Requirements
2.3. NTA, lnc. has evaluated the following properties of
the above product(s):
2.3.1. Struotural pcrformancc under axial, transverse and
racking loads.
To obtain the most current NTA Listing Report visit
www. ntai nc.com/product-certif ication/.
3. USES
3.1. General. The Murus Company Structural Insulated
Panels are used as structural insulated roof and wall
panels capable of resisting transverse, axial and in-plane
shear loads.
3.2. Construction Types. The Murus Company
Structural lnsulated Panels shall be considered
combustible building elements when determining the Typ€
gf Co¡struction in accordance with 2009 IBC Chapter 6.(rM
014 NACUI)
3.3. Fire Resistive Assemblies. The Murus Company
Structural lnsulated Panels shall not be used as part of a
fire-rated assembly unless suitable evidence and details
are submitted and approved by the authority having
jurisdiction. (lM 014 AcÜl?)
4. DESCRIPT¡ON
4.1 . General. The Murus Company Structural lnsulated
Panels are factory-assembled, engineered-wood-faced,
structural insulated panels (SlPs) with an expanded
polystyrene (EPS) foam core. The panels are intended for
use as load-bearing or non-load bearing wall and roof
panels. Panels are available in 4-518 in. through 12-114in.
overall thicknesses. The panels are custom made to the
specifications for each use and are assembled under
factory-controlled conditions. The maximum panel size is
I ft. wide and up to 20 ft. in length.
4.2. Materials
4.2.1. Facing. The facing consists of two single-ply
oriented strand board (OSB)facings a minimum ol7116in.
thick conforming to 2009 IRC Table 613.3.2 and DOC PS
2-04, Exposure 1, Rated Sheathing with a span index of
24116. Panels may be manufactured with the facing
strength axis oriented in either direction with respect to the
direction of SIP bending provided the appropriate strength
values are used.
4.2.2. Core. The core material is EPS Foam conforming to
the Type I specification defined in ASTM C578. The foam
core, up to 11-3/8 in. thickness, has a flame spread rating
not exceeding 75 and a smoke-developed rating not
exceeding 450 in compliance with 2009 IBC Section
2603.3 Exception 4.
4.2.3. Adhesive, Facing materials are adhered to the core
material using a structural adhesive. The adhesive is
applied during the lamination process in accordance with
the in-plant quality system documentation.
This listing report ís intended to indícate thnt NTA Inc. has evaluated product described and has found it to be eligible for labelíng. Product not labeled as specified
herein is not covered by thß report. NTA Inc. mnkes no wørrqnty, either expressed or ímplied, regarding the product covered bv this report.
NTA, INC. .305 NORTH OAKLAND AVENIJE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
WEB: WWW,NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
RAX: 574-773-226O
Issue/Revision Dare: O4105 l2Ùl2
This report is subject to annual renewal.
Page 1 of 10
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
csl 06 12 16
Listins Report: MUR032309-1 5LISTED
6.6. Protection from Termites. ln areas subject to
damage from termites, SlPs shall be protected from
termites using an approved method. Panels shall not be
installed beloú gradà'or in contact with earth. (rM014Acu7)
6.7. Heat-Producing Fixtures. Heat-producing fixtures
shall not be installed in the panels unless protected by a
method approved by the code official or documented in
test reports. This limitation shall not be interpreted to
PúooilbN'l"l,S,"t-prod
uci ng e le m ents with su itabl e protecti o n'
6.8. Voids and Holes
6.8.1 Voids in Core. ln lieu of openings designed in
accordance with section 5.7, the following voids are
permitted. Voids may be provided in the panel core during
fabrication at predetermined locations only. Voids parallel
to the panel span shall be limited to a single 1 in.
maximum diameter hole. Such voids shall be spaced a
minimum of 4 ft. on center measured perpendicular to the
panel span. Two 1/2 in. diameter holes may be substituted
for the single 1 in. hole provided they are maintained
parallel and witnin 2in. of eäch other. (rM014Acu11)
Voids perpendicular to the panel span shall be limited to a
single 1 in. maximum diameter hole placed not closer than
16 in. from the support. Additional voids in the same
direction shall be spaced not less than 28 in. on center.
ffirior wall Govering. Panels shall be covered on
the exterior by a water-resistive barrier as required by the
applicable code. The water-resistive barrier shall be
attached with flashing in such a manner as to provide a
continuous water-resistive barrier behind the exterior wall
véneer. (rM 014 Acue) The exterior facing of the SIP wall shall
be covered with weather protection as required by..the
adopted building code or oiher approved máterials. ïM oto
Aculb)
6.9.3 lnterior Finish. The SIP foam plastic core shall be
separated from the interior of the building by an approved
thermal barrier ol 112 in. gypsum wallboard or equivalent
thermal barrier where required by 2009 IBC Section
2603.4.
7. CONDTTTONS OF USE
The Murus Company Structural lnsulated Panels as
described in this report comply with the codes listed in
Section 2.0, subject to the following conditions:
7.1. lnstallation complies with this report and the
approved construction docu ments.
7.2. This report applies only. tq th-e _panel thicknesses
specifically liste'd herein.lrM 014Acu3t
7.3. ln-use panel heights/spans shall not exceed the
values listed herein. Extraoolation bevond the
values listed herein is not permitt"j {ttvtot+eéuz)
7.4. The panels are manufactufed in_ the production
facilitibs noted in this report. (rM 014 NAcus)Panels of overall thickness 6-112 in. or greater may use a
1-112 in. maximum diameter hole in place of the 1 in.
maximum diameter hole specified above.
6.8.2 Holes in Panels. Holes may be placed in panels
during fabrication at predetermined locations only. Holes
shall be limited to 4 in. x 4 in. square. The minimum
distance between holes shall not be less than 4 ft. on
center measured perpendicular to the panel span and 24
in. on center measured parallel to the panel span. Not
more than three holes shall be permitted in a single line
parallel to the panel span. The holes may intersect voids
permitted elsewhere in this report. (lN¡0144cfr15)
6.9. PanelCladding
6.9,1 Roof Covering. The roof covering, underlayment
and flashing shall comply with the applicable code(s). All
roofing materials must be installed in accordance with the
manufacturer's installation instructions. The use of roof
coverings requiring the application of heat during
installation shall be reviewed and approved by a
registered design professional.
This listíng report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labelíng. Product not labeled as specified
herein is not covered by thís report. NTA Inc. makes no warranty, either expressed or ímplied, regardíng the product covered by this report.
NTA, INC. .305 NORTH OAKLAND AVENUE . P.O. BOX49O . NAPPANEE, INDIANA4655O
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D arei 041 05 12012
This report is subject to annual renewal.
Page 4 of 10
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
cst 06 12 16
Listins Report: MUR032309-1 5LISTED
5.8. ln-Plane Shear Design. Shear walls utilizing block or
surface splines shall be sized to resist all code required
wind and seismic loads without exceeding the allowable
loads provided in Tables 6 and 7. Shear wall chords, hold-
downs and connections to transfer shear forces between
the wall and surrounding structure shall be designed in
accordance with accepted engineering practice. Allowable
strengths for shear walls with structural splines along each
panel edge shall be designed in accordance with accepted
engineering practice and subject to the limitations for
wood sheathed shear walls.
5.8.1. Seismic Design Categories A, B and G. The use
of the shear wall configurations in Table 6 is limited to
structures in Seismic Design Gategories A, B and C.
Where SlPs are used to resist seismic forces the following
factors shall be used for design: Response Modification
Coefficient, R = 2.0; System Overstrength Factor, f)o =
2.5; Defleciion Rmptúicátion Factor, go J z.o. (rM 014 AcÚ16)
The maximum panel height-to-width ratio shall be 2:1. (rM
014 ACU17)
5.8.2. Seismic Design Gategories D, E, and F. The
shear wall configurations in Table 7 are permitted in
Seismic Design Categories D, E and F. Such walls shall
be designed using the seismic design coefficients and
limitations provided in ASCE 7-05 for light-framed walls
sheathed with wood structural panels rated for shear
resistance (SFRS A13). These SlPs shall use the
following factors for design: Response Modification
Coefficient, R = 6.5; System Overstrenoth Factor, f)¿ =
3.0; Deflection Amplificátion Factor, C, f +.0.('" 01'í AcÚ16)
The maximum panel height-to-width ratio 6hall be 1:1. (rM
014 ACU17)
5.8.3. Adhesives and Sealants. Adhesives and sealants
shall not be applied at wood-to-wood or splinelo-facing
interfaces in shear walls in Seismic Design Categories D,
E and F(rM 014 NAculo). Adhesives and ãedantJmay be
applied to wood-to-foam or facing-to-foam interfaces.
Flexible SIP tape may be applied over paneljoints.
5.9. Horizontal Diaphragms. Horizontal diaphragms shall
be sized to resist all code required wind and seismic loads
without exceeding the allowable loads provided in Table 8.
Diaphragm chords and connections to transfer shear
forces between the diaphragm and surrounding structure
shall be designed in accordance with accepted
engineering practice. The maximum diaphragm length{o-
width ratio ènall not exceed 3'1 . (lM 014 ActJ18)
5.10. Combined Loads. Panels subjected to any
combination of transverse, axial or in-plane shear loads
shall be analyzed utilizing a straight line interaction in
accordance with NIA 1M014 TIP 01 SIP Design Guide.
6. INSTALLATION
6.1. General. The Murus Company Structural lnsulated
Panels shall be fabricated, identified and erected in
accordance with this report, the approved construction
documents and the applicable code. ln the event of a
conflict between the manufacturer's published installation
instructions and this report, this report shall govern.
Approved construction documents shall be av4il4ble at all
times on the jobsite during installation. (rM 014 NAcuT)
6.2. Splines. The Murus Company Structural lnsulated
Panels are interconnected at the panel edges through the
use of a spline. The spline type may be of any
configuration listed in Section 4.2.5 as required by the
specific design. The spline shall be secured in place with
not less than 0.131 in. x2-112 in. nails, spaced 6 in. on
center on both sides of the panel, or an approved
equivalent fastener. All joinls shall be sealed in
accordance with the SIP manufacturer's installation
instructions. Alternate spline connections may be required
for panels subjected to in-plane racking forces. Such
panels shall be interconnected exactly as required in
Table 6 or 7 or as directed by the designer.
6.3. Plates. The top and bottom plates of the panels shall
be dimensional or engineered lumber sized to match the
core thickness of the panel. The plates shall be secured
using not less than 0.131 in. x2-112 in. nails, spaced 6 in.
on center on both sides of the panel, or an approved
equivalent fastener.
A second plate composed of 1-118 in. minimum thickness
dimensional or engineered lumber with a specific gravity of
0.42 that is cut to the full thickness of the panel shall be
secured to the first top plate using 0.131 in. x 3 in. nails or
an approved equivalent fastener.
6.4. Cutting and Notching. No field cutting or routing of
the panels shall be permitted except as shown on
appróved drawings. (rM ol4 NAcu6)
6.5. Protection from Decay. SlPs that rest on exterior
foundation walls shall not be located within I in. of
exposed earth. SlPs supported by concrete or masonry
that is in direct contact with earth shall be protected from
the concrete or masonry by a moisture barrier. (|M014 Acu6)
This listing report is intended to índicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not løbeled as specified
herein is not covered by thís report. NTA htc. makes no w.inanty, eitlwr expressed or itnplied, regurding tlrc pruduct covered by this report.
NTA, INC. .305 NORTH OAKLAND AVENUE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D arc: 041O5 I 2Ol2
This report is subject to annual renewal.
Page 3 of 10
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
cs|061216
Listins Report: MUR032309-1 5LISTED
8. EVIDENCE SUBMITTED
NTA, lnc. has examined the following evidence to evaluate
this product:
8.1. Review of each manufacturing facility's quality
system documentation for conformance to NTA lM
036.
8.2. Qualification test data in accordance with NTA lM 14
Standard Evaluation Plan 01(lM 014 SEP 01).
8.3. Periodic quality system audits of the production
facilities.
8.4. Periodic testing in accordance with NTA lM 014.
Evaluation evidence and data are on file with NTA, lnc.
NTA, lnc. is accredited by the lnternational Accreditation
Service (lAS) as follows:
ISO 1 7020 I nspection Agency (AA-682)
lSOl 7025 Testing Laboratory [L-259)
ISO Guide 65 Product Certification Agency (PCA-|02)
The scope of accreditation related to testing, inspection or
product certification pertain only to the test methods
and/or standard referenced therein. Design parameters
and the application of building code requirements, such as
special inspection, have not been reviewed by IAS and are
not covered in the accreditation. Product evaluations are
performed under the direct supervision of Professional
Engineers licensed in all jurisdictions within the United
States as required by the building code and state
engineering board rules.
9. FINDINGS
All products referenced herein are manufactured
under an in-plant qual¡ty assurance program to insure
that the product¡on qual¡ty meets or exceeds the
requirements of the codes noted herein and the
criteria as established by NTA, lnc. Furthermore,
panels must comply with the cond¡tions of this report.
This report is subiect to annual renewal.
10. IDENTIFICATION
Each eligible panel shall be permanently marked to
provide the following information :a) The NTA, lnc. listing mark, shown belowb) NTA's Listing No. S1P4120908-10c) ln-plant quality assurance stampd) ldentifier for production facilitye) Project or batch number.
LISTED
MUR032309.15
This listing report is íntended to indicate thnt NTA Inc. has evaluated product described and hns found it to be eligible for labeling. Product not labeled as specífied
herein is not covered by this report. NTA Inc. mnkes no warranty, either expressed or irnplied, regardíng the product covered by this report.
NTA, INC.. 305 NORTII OAKLAND AVENUE . P.O. BOX490 . NAPPANEE, INDIANA46550
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D are: 041 O5 12012
This report is subject to annual renewal.
Page 5 of l0
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
csl06 1216
Listins Report: MUR032309-1 5ÑH
DETsL
Propertv Weak-Axis Bendinq Stronq-Axis Bendinq
Allowable Tensile Stress. Ã (osi)245 495
Allowable Comoressive Stress. F" losi 340 580
658800738900
Shear Modulus. G.(osi)270 405
Allowable Core Shear Stress. F" losi 4.5 5.0
Modu 360 360
Reference Deoth. h" (in.)4.625 4.625
Shear Deoth Factor Exoonent. m 0.84 0.86
Table l:,2
are ona
Refer to NTA lMl4 TIP 0l SIP Design Guidelor details on engineered design using basic panel
properties.
Table 2: Section
Block Spline Surface Spline
Figure 1: SIP Spline Types
Thß listing report ís intended to indícate th¿t NTA Inc. has evaluated product described and hns founl it to be eligible for labeling. Product not labeled as specified
herein is nul cuvereú by thß repurl. NTA Inc. nwkes rut wurrun4y, either expresred ur implied, regurùing lhu pruduct cuvereù by lhit repurt.
NTA, INC. .305 NORTH OAKLAND AVENUE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
2
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D aTe: O4l 05 12012
This report is subject to annual renewal.
Page 6 of l0
Panel
Thickness,
å lin.l
Core
Thickness,
c lin.)
Dead
Welght, w¿
losfì
Facing
A¡ea, At
l¡n.2ffil
Shear Area,
A,
l¡n.2/fll
Moment of
Inertla, I
l¡n.4Æi)
Section
Modulus, S
lin.3lftì
Radius of
Gyration, r
lin.l
Centro¡d-to-
Facing D¡st., y"
lin.)
4.625 3.75 3.2 10.5 50.3 46.0 19.9 2.09 2.31
6.50 5.625 3.3 10.5 72.8 96.5 29.7 3.03 3.25
8.25 7.375 3.5 10.5 93.8 160.2 38.8 3.91 4.13
10.25 9.375 3.6 10.5 117.8 252.7 49.3
12.25 1't.375 3.8 10.5 141.8 366.3 59.8
NTA FORM ISQA 3.2n Listing Rcport Tcmplate 2012-03-21
csl 06 12 16
Listins Report: M UR032309-1 5L¡STED
Panel Length
(fr)
4-518 inch Thick SIP 6-1/2 inch Thick SIP
Deflection Limif Deflection Limit'
L/180 Lt240 L/360 L/l80 Lt240 L/360
8 WAB"50.8 40.9 27.3 73.8 64.7 43.1
I 68.8 51.6 34.4 80.6 80.6 56.6
10 45.1 33.8 22.5 62.0 57.9 38.6
12 30.8 23.1 15.4 50.4 40.9 27.3
14 21.7 16.3 39.6 29.7 19.8
16 29.4 22.1 14.7
18 22.4 16.8
Table 3: Allowable Uniform Transverse Loadsl'a
fu Table 4 for notes.
Table 4: Allowable Uniform Transverse Loads 1,4
assume a ng on at supports
at bearing locations. Values do not include the dead weight of the panel. For wall panel capacities utilizing a zero bearing configuration,
shown in Figure 2, multiply the allowable uniform load shown by C* = 0.4.
' Deflection limit shall be selected by building designer based on the serviceability requirements of the structure and the requirements of
adopted building code. Values are based on loads of short duration only and do not consider the effects of creep.
'Tabulated values are based on the strong-axis of the facing material or¡ented parallel to the direction of panel bending. WAB indicates
weak-axis bending of the facing material; the strong-axis of the facing material is oriented perpendicular to the direction of panel bending.
a Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated load.
w
Figure 2:Zero Bearing Support
R
1O-114 inch Thick SIP 12-1l4 inch Thlck SIP8-1/4 inch Thick SIP
Panel Length
(fr)
Deflection Limif
L/180 lttzqo lLlgoo
Deflection Limit'
L/180 IUZ$O IUSOO
Deflection Limit'
L/180 lttzco lLlsoo
89.9 89.9 75.9 98.68WAB"81.4 81.4 58.3 98.6 93.6
8 88.5 88.5 78.4 97.3 97.3 97.3 106.4 106.4 106.4
10 67,4 67.4 54.8 73.1 73.1 73.1 78.8 78.8 78.8
58.6 58.6 54.61254.4 54.4 39.6 62.5 62.5 62.5
14 45.6 43.9 29.3 48.8 48.8 41.1 51.9 51.9 51.9
39.3 33.2 22.1 41.9 41.9 31.5 44.3 44.3 41.716
f8 34.1 25.6 17.1 36.7 36.7 24.6 38.7 38.7 32.9
20 26.7 20.o 13.4 32.6 29.2 19.5 34.3 34.3 26.3
This listing report is intended to indicate thet NTA Inc. has evaluated product described and hns found ít to be eligible for labelíng. Product not labeled as specified
herein is not covered by this report. NTA Inc. mnkes no warrdnty, either expressed or implied, regarding the product covered by this report.
NTA, INC. . 305 NORTH OAKLAND AVENUE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D ate: 041 05 12012
This report is subject to annual renewal.
Page 7 of 10
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
csr06 12 16
Listins Report: M UR032309-1 5ÑHLISTED
Panel ThicknessLateral Brace Spacing
(fr)4-518 inch 6-1/2 inch 8-1/4 inch
8 WAB"2320 2470 2530I363040704240
10 3260 3890 41 30
12 2810 3660 4000
14 3390 3830
16 3090 3640
18 2790 3430
20 31 90
Table 5: Al 1,2,3,4
Permanent loads, such as dead load,not2 All values are for normal duration and may not be increased for other durations.t Axial loads shall be applied concentricallyto the top of the panel through repetitive members spaced
not more lhan 24 in. on center. Such members shall be fastened to a rim board or similar member to
distribute along the top of the SlP.o Tho ends of both facings must bear on the supporting foundation or structure to achieve the tabulated
axial loads.u Tabulated values are based on the strong-axis of the facing material or¡ented parallel to the direct¡on of
panel bending. WAB indicates weak-axis bending of the facing material; the strong-axis of the facing
material is oriented perpendicular to the direction of panel bending.
Table 6: Allowable ln-Plane Shear Strength (Pounds per Foot)
for SIP Shear Walls and Se¡sm¡c Loads in Seismic B and 1,3
7 for notes.
Table 7: Allowable ln-Plane Shear Strength (Pounds per Foot)
for SIP Shear Walls nd and Seismic Loads in Seismic n E and
mum wall dimensions ratio shall not exceed 2:1 (height: width) for resisting or2 Maximum shear wall dimension ratio shall not exceed 1:1 (height: width) fo r resisting wind or seismic loads.
designed by a registered design professional3 Chords, hold downs and connections to other structural elements must be
in accordance with accepted engineering practice.
" Spline type at interior panel-to-panel joints only. Solid chord members are required at each end of each shear wall
segrrrerrl.
' Required connections must be made on each side of the panel. Dimensional or engineered lumber shall have an
equivalent specific gravity of 0.42 or greater.
This listing report is intended to indicate thøt NTA Inc. has evaluated product described and has found ít to be elígible for labelíng. Product not labeled as specified
herein is not covered by this report. NTA Inc, makes no warra.nty, either expressed or impLied, regarding the product covered by this report.
NTA, INC. . 305 NORTH OAKLAND AVENUE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
WEB: WWW.NTAINC.COM
MUR032309'15 Listing Rcport ?012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision Dare: O4lO5 l2Al2
This repon is suhject fo annual renewal.
Page 8 of 10
uYt¡il
Minimum Facinq Connections3'5
Splinet
| \,De'
Nominal
SIP
Thickness
(in.)Ghord3 Plate3 Splinea
Shear
Strength
(plf)
4.625 0.131"x 2-112" nails,
6" oc
0.13f 'ï 2-112" nails,
6" oc
0.131"x 2-'l12" nails,
6" oc 380
6.625 0.131"x 2-'l12" nails,
6" oc
0.13f "x 2-112" nails,
6" oc
0. 131"x 2-112" nails,
6" oc 380
Block or
Surface
Spline
8.375 0.131'1 2-112" nails,
6" oc
0.'l31"x 2-112" nails,
6" oc
0.131"x 2-112" nails,
6" oc 400
Minimum Facinq Connections3'5
Spline
Type"
Nominal
slP
Thickness
(in.)Chord3 Plate3 Solinea
Shear
Strength
(plf)
Block or
Surface
Spline
6.5
0.131"x 2-112" nails,
3" oc (3/8" edge
distance)
0.131"x 2-112" nails,
3" oc (3/8" edge
distance)
0.131"x 2-112" nails,
3" oc
(23132" thick, 3" wide
soline)
900
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
csr 06 12 16
Listins Report: MUR032309-1 5LISTED
Minimum Connections
re
Nominal
s¡P
Thickness
lin.)
Block Splinel
(Fiqure 3a)Support Spline
Shear
Strength
(plr)
Max.
Aspect
Ratio
10" Length,0.190"
shank diameter,
0.255" thread o.d.,
2.750" thread length
0.625" head diameter
SIP Screw 6" oc
0.131" x2-1/2"
nails, 6" oc 265 3:1
0.131" x2-112" nails,
6" oc
7/16" x3" x7-318"
OSB Surface Spline
0.131" x2-1/2" nails,
4" oc
7116" x3" x7-3/8"
OSB Surface Spline
10" Length,0.190"
shank diameter,
0.255" thread o.d.,
2.750" thread length
0.625" head diameter
SIP Screw 4" oc
0.131" x2-112"
nails, 4" oc 330 3:1
0.131" x2-112"
nails, 2" oc
staggered 3/8"
(Figure 3c)
575 3:1
8.25
0.131" x2-1/2" nails,
2" oc staggered 3/8"
(Figure 3c)
7116" x3" x7-318"
OSB Surface Spline
10" Length,0.190"
shank diameter,
0.255'thread o.d.,
2.750" thread length
0.625" head diameter
SIP Screw 3" oc
Table 8: Allowable ln-Plane Shear Strength (Pounds per Foot)
for Horizontal to Wind or Seismic
or block spline only at interior ners are on
only, as shown in
be solid lumber '1 .5 in. wide minimum and have a specific gravity of 0.42 or greater. Specified fasteners
are required through both facings as shown in Figure 3b.
0.131 " x 2 1 /2" Naib, 2" O.C. (Stãggered 3ll9''i,
Fasteners Appl¡ed to Bolh S¡des at SPF
Members and Only One Side (Îhe Side Opposite
of Load Applicaiion) at All Block Splines
panel-to-panel joints.
Figure 3a.through the top surface
'Boundary spline shall
Spllnê Anechment
(per tablê)
Surfåcê Splinê (top only)
Figure 3a: Surface Spline
Boundåry Spline Attachm€nt
(p6r tabþ)
Boundary Support Attachrent
(pêr table)
Boundary Suppôrt
Figure 3b: Boundary
Figure 3c: Boundary Spline
Figure 3: Diaphragm Connection Types
This listing report is íntended to indicate thnt NTA Inc. has evaluated product descríbed and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no wamanty, either expressed or implied, regarding the product covered by this report.
NTA, INC. . 305 NORTT{ OAKLAND AVENUE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 2012-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision D are:. 041 05 /2012
This report is subject to annual renewal.
Page 9 of l0
3/8"
FN
3/8"
€0
c)
I
6
(w)2'
Tvp.
1314"
Tvp.
1314',
NTA FORM ISQA 3.2n Listing Report Template 2012-03-21
csr 06 12 16
Listins Report: MUR032309-1 5L¡STED
Facinq Core Adhesive
Ainsworth Group of Companies
Suite 3194 Bentall 4
1055 Dunsmuir Street
Vancouver BC, Canada V7X 1L3
ACH Corporation
Plant U-37 - Fond du Lac, Wl
Ashland Specialty Chemical Company
5200 Blazer Parkway
Dublin, OH 43017
Georgia-Pacific
9918 Buford Bridge Road
Fairfax, SC 29827
Atlas EPS,
A Division of Atlas Roofing Corporation
8240 Byron Center Road SW
Byron Center, Ml 49315
Foam Supplies, lnc.
4387 N. Rider Trail
Earth City, MO 63045
Huber Engineered Woods
'1 000 Chaney Lane
Crystal Hill, VA 24539
lowa EPS Products, lnc.
5554 N.E. 16th Street
Des Moines, lA 50313
Rohm and Haas Company
5005 Barnard Mill Road
Ringwood, lL 60072
Louisiana-Pacif ic Corporation
Sagola, Ml
Sales and Marketing by:
Affiliated Resources, lnc.
River Forum 1
4380 SW Macadam Avenue, Suite 200
Portland, OR 97239
Northwest Foam Products, lnc.
2390 Rostron Circle
Twin Falls, lD 83301
Tolko lndustries, Ltd.
3203 30th Avenue
Vernon BC, Canada VIT 6M1
OPCO, lnc.
P.O. Box 101
Latrobe, PA 15650
Plymouth Foam
1 Southern Gateway Drive
Gnadenhutten, OH44629
Polar lndustries, lnc.
32 Gramar Avenue
Prospect, CT 06712
Powerfoam lnsulation
550 Munay StreeVHighway 287
Midlothian, TX 76065
lable 9:Material 9ources
This listing report is intended. to índicqte that NTA Inc. has evaluated product described and has found ít to be eligible for ktbeling. Product not labeled as specified
hereinisnotcoveredbythßreport. NTAlnc.makesnowarmnty,eitherexpressedorintplied,regardingtheprù.luctcoveredbythisreport.
NTA, INC. . 305 NORTH OAKLAND AVENUE . P.O. BOX 490 . NAPPANEE, INDIANA 46550
WEB: WWW.NTAINC.COM
MUR032309-15 Listing Report 201 2-04-05
PHONE: 574-773-7975
FAX: 574-773-2260
Issue/Revision Datei O4l 05 12012
This report is subject to annual renewal.
Page 10 of 10
NTA FORM ISQA 3.2n Listing Report Template 2012-03-2'l