ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

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ICC-ES Evaluation Report ESR-1882 Reissued February 2016

This report is subject to renewal February 2017.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®

DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES

Section: 06 12 00—Structural Panels REPORT HOLDER: PREMIER BUILDING SYSTEMS, A DIVISION OF

CARLISLE CONSTRUCTION MATERIALS, INC. 19727 57TH AVENUE EAST PUYALLUP, WASHINGTON 98375 (253) 271-3055 www.pbssips.com tsavoy@insulfoam.com

EVALUATION SUBJECT: PREMIER BUILDING SYSTEMS STRUCTURAL SANDWICH PANELS: TYPE S, TYPE I AND TYPE L 1.0 EVALUATION SCOPE

1.1 Compliance with the following codes:

Abu Dhabi International Building Code

International Building Code

International Residential Code

National Building Code

Standard Building Code

Uniform Building Code

Properties evaluated:

1.2 Evaluation to the following green code(s) and/or standards:

National Green Building Standard

Attributes verified:

2.0 USES

3.0 DESCRIPTION

3.1 General:

3.1.1 Type S Panel:

3.1.2 Type I Panel:

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3.1.3 Type L Panel:

3.2 Materials:

3.2.1 Core:

3.2.2 Facing:

3.2.3 Adhesive:

3.2.4 Splines:

3.2.5 Horizontal Diaphragm Fasteners:

4.0 DESIGN AND INSTALLATION

4.1 Design:

4.2 Installation:

4.2.1 General:

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4.2.2 Wall Openings:

4.2.3 Horizontal Diaphragm:

4.2.4 Thermal Barrier:

4.2.4.1 Wall, Roof and Floor:

4.2.4.2 Floor Panels:

4.2.5 Panel Cladding:

4.2.5.1 Roof Covering:

4.2.5.2 Exterior Wall Covering:

4.2.6 One-Hour Fire-resistance-rated Limited Load-bearing Wall:

4.2.6.1 General:

4.2.6.2 Splines:

4.2.6.3 End Plates:

4.2.6.4 Gypsum Board:

4.2.7 One-hour Fire-resistance-rated Limited Load-bearing Wall:

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4.2.8 One-hour Fire-resistance-rated Floor-Ceiling Assembly:

4.3 Special Inspection:

5.0 CONDITIONS OF USE

5.1

5.2

5.3

5.4

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5.5

5.6

5.7

5.8

5.9

5.10

5.11

5.12

5.13

5.14

5.15

5.16

5.17

5.18

6.0 EVIDENCE SUBMITTED

6.1

6.2

6.3

6.4

6.5

7.0 IDENTIFICATION

7.1

7.2

TABLE 1—MANUFACTURING LOCATIONS

LOCATIONS LOCATION NUMBERS FOR PRODUCT IDENTIFICATION

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TABLE 2—ALLOWABLE UNIFORM TRANSVERSE LOADS FOR FACE SUPPORTED PREMIER TYPE S PANELS1,2,3 (psf)

PANEL CORE THICKNESS

(inches)DEFLECTION

PANEL SPAN

8 ft 10 ft 12 ft 14 ft 16 ft 18 ft 20 ft 22 ft 24 ft

SI:

TABLE 3—ALLOWABLE UNIFORM TRANSVERSE LOADS FOR FACE SUPPORTED PREMIER TYPE I PANELS (psf)

PANEL CORE THICKNESS

(inches)DEFLECTION

PANEL SPAN

4 ft4 8 ft 10 ft 12 ft 14 ft 16 ft 18 ft 20 ft 22 ft 24 ft

SI:

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TABLE 4—UNIFORM TRANSVERSE LOADS FOR FACE SUPPORTED PREMIER TYPE L PANELS1,2,3 (psf)

PANEL CORE THICKNESS

(inches)DEFLECTION

PANEL SPAN

4 ft4 8 ft 10 ft 12 ft 14 ft 16 ft 18 ft 20 ft 22 ft 24 ft

SI:

TABLE 5—ALLOWABLE UNIFORM AXIAL LOADS FOR PREMIER TYPE S PANELS (plf)1,2,3,4,5

PANEL CORE THICKNESS

(inches)

PANEL SPAN

8 ft 10 ft 12 ft 16 ft 20 ft 24 ft

SI:

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TABLE 6—ALLOWABLE UNIFORM AXIAL LOADS FOR PREMIER TYPE L PANELS (plf)1,2,3,4,5,6

PANEL CORE THICKNESS

(inches)

PANEL SPAN

8 ft 10 ft 12 ft 16 ft 20 ft 24 ft

SI:

TABLE 7—ALLOWABLE CONCENTRATED AXIAL LOADS FOR PREMIER TYPE S AND L WALL PANELS (lbs)

11/2-inch Minimum Bearing Width 3-inch Minimum Bearing Width

SI:

TABLE 8—ALLOWABLE UNIFORM GRAVITY LOADS FOR PREMIER SIP CONTINUOUS HEADER WITHOUT SPLINES1,2,3 (plf)

HEADER DEPTH (inches)

DEFLECTIONHEADER SPAN

4 ft 6 ft 8 ft 10 ft

SI:

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TABLE 9—ALLOWABLE UNIFORM GRAVITY LOADS FOR PREMIER SIP HEADER WITH OSB SPLINES2,3 (plf)

HEADER DEPTH (inches)

DEFLECTIONHEADER SPAN

4 ft 6 ft 8 ft 10 ft

SI:

TABLE 10—ALLOWABLE SHEAR WALL LOADS FOR PREMIER WALL PANELS IN SEISMIC DESIGN CATEGORIES A, B, AND C1,6

PANEL TYPE

PANEL CORE

THICKNESS (inches)

MINIMUM OSB FACE

THICKNESS (inches)

MINIMUM FASTENING REQUIREMENTS2 ALLOWABLE RACKING

SHEAR LOAD (plf)

Framing Member3 Splines

Fasteners Spacing Fasteners Spacing

SI:

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TABLE 11—ALLOWABLE SHEAR WALL LOADS FOR PREMIER WALL PANELS1,2,9 IN SEISMIC DESIGN CATEGORIES A THROUGH F

SHEAR WALL PANEL MINIMUM FASTENING REQUIREMENT7,8 ALLOWABLE RACKING

SHEAR LOAD (plf)

Wall Configuration

Panel Type

Facing Thickness

(in.) End Posts3,5 Plates4,5 Spline6

SI:

TABLE 12—ALLOWABLE UNIFORM LOADS FOR PREMIER SIP DIAPHRAGMS1

MINIMUM OSB FACE

THICKNESS(inches)

ATTACHMENTSSHEAR

(plf)Diaphragm Perimeter2 Panel Joints – Top Only3 Panel Joints – Top & Bottom4

Fasteners Spacing Fasteners Spacing Fasteners Spacing

SI:

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FIGURE 4

FIGURE 1 FIGURE 2

FIGURE 3 FIGURE 4

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FIGURE 5 FIGURE 6

FIGURE 7 FIGURE 8

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FIGURE 9 FIGURE 10

FIGURE 11 FIGURE 12

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FIGURE 13

FIGURE 14

FIGURE 15

FIGURE 16

FIGURE 17