WALL SOLUTIONS TRUS JOIST TJ -SHEAR PANELgaryklinka.com/Manuals/TJ-8600.pdf · TRUS JOIST® TJ®-SHEAR PANEL Featuring TJ®-Shear Panels for Residential Applications 1.888.iLevel8

TRUS JOIST® TJ® -SHEAR PANELFeaturing TJ®-Shear Panels for Residential Applications

www.iLevel.com1.888.iLevel8 (1.888.453.8358)

WALL SOLUTIONS

#TJ-8600 SPECIFIER’S GUIDE

Engineered for Performance

Designed for Life Safety

Built for Residential Wood Structures

Balances Strength and Flexibility

Perfect for Narrow Wall Sections

Quick and Easy Installation with Anchor Bolt Kit

Limited Product Warranty

iLevel Trus Joist® TJ®-Shear Panel Specifier’s Guide TJ-8600 December 2006

TJ®-SHEAR PANEL

Shear Panels save lives and minimize home damage.

We know from forensics and the historic performance of

wood frame homes during earthquakes and hurricanes

that wood shear panels save lives and minimize

home damage. The TJ®-Shear panel has captured this

performance in a pre-built panel with narrow widths

(high aspect ratio) that allows you greater architectural

freedom.

The TJ®-Shear panel installs quickly and simply.

Plus, it incorporates all of the unique advantages of

TimberStrand® LSL—helping to minimize bowing,

shrinking, and twisting—making it the product of choice

for specifiers and engineers.

To learn more about the properties that contribute to life

safety, see the TJ®-Shear panel Balanced Design

information on page 4. Most TJ®-Shear panels are also

ICC ES code-accepted.

WHY CHOOSE TJ®-SHEAR PANEL?

2

Life Safety Design 4–5Standard TJ®-Shear Panels 6–7 Engineered for Performance Design Load Table Raised Floor Kit 8–9 Raised Floor Kit Installation Design Load Tables Portals 10–11 Portal Installation Design Load Table Portal Header Information Vertical Load Design Info. 12Garage Portal Configuration 13Sizing Tables Based on Wind 14–15 7' Tall Garage Portals 8' Tall Garage Portals Installation Details 16–19

TABLE OF CONTENTS

General Notes X indicates that the size is available.

Anchor Kits include: Two 28" bolts with 2 nuts each, 2 bolt collars, and 1 bolt spacer. Parts also available separately.

TJ Single Portal Column accessory available in 94.25" heights

TJ®-Shear Panel Height TJ®-Shear Panel WidthNominal Actual 16" 18" 20" 22" 24" 28" 32" 48"

7'(1)(2) 78" TJ16x7 TJ22x78' Short (1)(2) 90" TJ16x90 TJ22x90

8' 93¼" TJ16x8 TJ18x8 TJ20x8 TJ22x8 TJ24x8 TJ28x8 TJ32x8 TJ48x89' 105¼" TJ16x9 TJ18x9 TJ20x9 TJ24x9 TJ28x9 TJ32x9 TJ48x910' 117¼" TJ18x10 TJ20x10 TJ24x10 TJ28x10 TJ32x10 TJ48x1012' 141¼" TJ24x12 TJ28x12 TJ32x12 TJ48x12

Anchor KitOne Size X X X X X X X X

Raised Floor Kit9½" X X X X X X

117⁄8" X X X X X X16" X X X X X X

(1) Panel size typically used for garages.(2) 90" height panels only available in California/Nevada or by special order.

Sizes Available for TJ®-Shear Panel and Accessories

iLevel Trus Joist® TJ®-Shear Panel Specifier’s Guide TJ-8600 December 2006 3

ARCHITECTURAL FREEDOM

TJ®-Shear Panel Code Evaluation: See ICC-ES ESR-1281

2

3

2

1

1

3


LIFE SAFETY DESIGN

Damping is the ability of the shear wall to remove lateral load or energy in a controlled, predictable manner. Panels with damping characteristics act like the shock absorbers in your

car—absorbing energy during movement. TJ®-Shear panels dampen energy similar to site-built shear walls, helping to ensure consistent, controlled performance during seismic events.

Ductility is the measure of a member’s ability to resist loads even while experiencing large movements that are outside the elastic range of the shear panel, like those caused by earthquakes. This attribute helps increase safety by assisting the structure to

remain standing during large displacements. The TJ®-Shear panel has excellent ductility in a reduced wall width while performing similarly to standard-size, site-built shear walls.

The allowable load is the amount of force a shear wall can withstand during a lateral event, such as an earthquake or hurricane. This measure is determined using information from a “backbone

curve” that includes load-carrying capacity and displacement limitations. Allowable loads are based on empirical tests and follow industry and ICC-accepted methods (AC 130).

Stiffness is a measure of the deflection of a member under allowable loads—the stiffer a wall or panel is, the less it will deflect under load. Ideally, a wall is stiff enough to resist lateral loads and avoid excessive damage

to finishes, windows, and other building elements, and yet should be flexible enough to avoid collecting too much energy and failing prematurely. The stiffness of TJ®-Shear panels is similar to site-built shear walls which help balance stiffness in the structure.

TJ®-Shear Panel Balanced DesignThe outstanding performance of TJ®-Shear panels comes from a balanced design

approach. As with any traditional wood shear wall, four critical performance measures

must each be maximized without compromising the performance of the others.

These four performance measures are:

Ductility

Load

(lbs

)

Displacement (in.)

Ductility =Δ fail

Δ yield


R Factor The response modification factor—the “R” factor—describes the ability of a structural element to perform

compatibly with the surrounding structure. The R factor has three main components: ductility, damping, and

redundancy. These properties allow earthquake design loads to be reduced to a

manageable level.

Typically, it is not economical to design residential

structures to resist maximum earthquake forces

without damage. When design seismic forces are

beyond the elastic range of the resisting elements in a

structure, these elements should be designed

to significantly deform (ductility) and

effectively dissipate energy (damping)

without collapse. Based on historical

performance, the redundancy of

structural elements in residential

construction enhances the structure’s

ability to withstand seismic forces.

It is important for TJ®-Shear panels to have the

same R factor as conventionally built, wood, shear walls.

Having the same R factor allows designers to mix and match site-

built and prefabricated shear panels in a structure. This provides the

greatest flexibility and cost savings while keeping life safety in mind.

Multiple shear panels provide greater redundancy too. All this allows the designer

to develop only one set of design loads for an entire structure.

More About “Balance”

All TJ®-Shear panel design properties are closely

related. If one property is changed, the change affects

all other properties. For example, raising the allowable

load is likely to decrease drift capacity (the amount of

deflection at failure) and ductility, reduce redundancy,

and diminish seismic compatibility with the structure.

TJ®-Shear panels are engineered with carefully

designed connections and proprietary engineered-

wood components to produce the best property

balance for resisting seismic loads in residential

structures. With all of the advantages of traditional,

site-built shear walls, plus a higher aspect ratio,

TJ®-Shear panels allow more openings per wall and

give you greater design flexibility than any other

product on the market.

LIFE SAFETY DESIGN

When high seismic forces cause a structure to deform beyond its elastic range into its inelastic range, serious failure can result. Northridge earthquake, 1994.

Exceeding the Elastic Range


STANDARD TJ®-SHEAR PANEL

Concentric design of the panel and hold-down provides consistent performance that meets or exceeds traditional wood-framed shear walls.

R Factor, Cd, and Ωo are consistent with typical wood-frame construction, which simplifies the design process.

ICC-ES ESR-1281; complies with ICC-ES Acceptance Criteria for Prefabricated Wood Shear Panels (AC 130).

May be used as an alternate braced-wall panel in accordance with UBC Section 2320.11.4 and IBC Section 2308.9.3.1.

For the City of Los Angeles, see TJ®-Shear Panel for the City of Los Angeles, #R50-06, published by Weyerhaeuser.

Engineered for Performance

32" or 48"

Convenient access for wiringPre-drilled electrical access holes and concentric design allow for convenient

wiring with shallow electrical boxes

Simple connectionSimple connection to the concrete

foundation requires only two Trus Joist washers and standard nuts (included with panel). Slotted hold-downs allow

maximum adjustability.

Field modification degrades performance. Do not drill additional holes or enlarge existing holes.

For installation details, see pages 16–19.

Panel Naming SystemTJ 16x7

Nominal height (ft)

Width (in.)

Trus Joist

Resists bowing, twisting, and shrinkingTimberStrand® LSL rails and Performance Plus® web resist bowing, twisting, and shrinking to make framing walls around the panel easy

Angled lags for easy installationLag screw holes are pre-drilled at an angle for easy power tool access from below

Pre-notched railPre-notched rail allows wire access through the lower half of the panel

3½"

16" to 28"


PANEL DESIGN LOAD TABLE

General Assumptions for TJ®-Shear Panels TJ®-Shear panels are code-evaluated per ICC-ES ESR-1281 and meet the

acceptance criteria for prefabricated wood shear panels (ICC-ES AC 130). They may be used as an alternate braced-wall panel in accordance with UBC section 2320.11.4 and IBC section 2308.9.3.1.

TJ®-Shear panels have design values consistent with typical wood-framed construction. Use the following ICC-ES-accepted values when designing with the prevailing code in your area: 1997 UBC: R-value = 5.5; Ωo = 2.8 2003 IBC: R-value = 6.5; Ωo = 3; Cd = 4

Install products according to this guide. Modifications to this product and associated systems or changes in the installation methods should only be made by a qualified registered professional. Altered installation procedures and the performance of modified products are the sole responsibility of the designer. Refer to ICC-ES ESR-1281 for further information.

The building shall be designed in accordance with the appropriate building code and meet local, state, and federal requirements. Verify design requirements with the local building department. Concrete design remains the responsibility of the designer or specifier.

TJ®-Shear panels are part of the overall lateral-force-resisting system of the structure. Design of the building’s lateral-force-resisting system—including a complete load path necessary to transfer lateral-forces from the structure to the ground—is the responsibility of the designer or specifier.

Use only code-minimum connections to attach sheathing or siding. If the connector will penetrate more than 1½" into the rail, place connectors as follows: – No more than 1½" from panel edge. – Only within the center ½" of the inside rail on a 32" or 48" panel.

Model Width HeightUltimate In-Plane

Shear Load (lbs)

Values for 1997 UBC(2) Values for 2000, 2003 IBC(3)

Hold-Down Anchor Uplift at Allowable Shear(4)(5)(6)

(lbs)

Allowable In-Plane

Shear Load(6) (lbs)

Drift at Allowable

Shear Load (in.)

Initial Panel Stiffness (lbs/in.)


(lbs)

Allowable In-Plane

Shear Load(6) (lbs)

Drift at Allowable

Shear Load (in.)


TJ16x7 16" 78" 4,093 6,800 1,220 0.34 3,635 6,600 1,185 0.32 3,655TJ22x7 22" 78" 6,127 8,445 2,165 0.35 6,170 8,230 2,110 0.34 6,200TJ16x8 16" 93¼" 3,847 7,000 1,050 0.43 2,465 6,830 1,025 0.41 2,470TJ18x8 18" 93¼" 4,461 7,460 1,280 0.40 3,205 7,230 1,240 0.39 3,205TJ20x8 20" 93¼" 5,153 8,550 1,650 0.39 4,210 8,290 1,600 0.38 4,230TJ22x8 22" 93¼" 5,976 8,770 1,880 0.39 4,825 8,540 1,830 0.38 4,850TJ24x8 24" 93¼" 5,777 8,395 1,980 0.38 5,190 8,200 1,935 0.37 5,210TJ28x8 28" 93¼" 6,999 9,800 2,730 0.38 7,205 9,550 2,660 0.37 7,250TJ32x8 32" 93¼" 8,603 9,950 3,200 0.37 8,575 9,730 3,130 0.36 8,625TJ48x8 48" 93¼" 12,526 11,130 5,490 0.35 15,890 10,960 5,390 0.34 16,050TJ16x9 16" 105¼" 3,476 5,870 780 0.47 1,650 5,640 750 0.45 1,655TJ18x9 18" 105¼" 4,998 7,730 1,175 0.48 2,445 7,500 1,140 0.46 2,455TJ20x9 20" 105¼" 4,422 7,660 1,310 0.46 2,850 7,430 1,270 0.45 2,855TJ24x9 24" 105¼" 5,278 8,755 1,830 0.45 4,075 8,490 1,775 0.43 4,080TJ28x9 28" 105¼" 6,483 9,680 2,390 0.44 5,405 9,440 2,330 0.43 5,430TJ32x9 32" 105¼" 7,678 9,805 2,795 0.44 6,405 9,560 2,725 0.42 6,440TJ48x9 48" 105¼" 11,404 10,525 4,600 0.38 12,075 10,525 4,600 0.38 12,170TJ18x10 18" 117¼" 3,357 6,890 940 0.51 1,860 6,670 910 0.49 1,865TJ20x10 20" 117¼" 4,334 8,210 1,260 0.50 2,510 8,020 1,230 0.49 2,515TJ24x10 24" 117¼" 5,119 9,330 1,750 0.49 3,565 9,070 1,700 0.47 3,585TJ28x10 28" 117¼" 5,951 9,790 2,170 0.49 4,440 9,520 2,110 0.47 4,455TJ32x10 32" 117¼" 7,357 10,220 2,615 0.48 5,490 10,005 2,560 0.46 5,530TJ48x10 48" 117¼" 9,803 10,960 4,300 0.43 9,920 10,970 4,300 0.43 9,995TJ24x12 24" 141¼" 4,115 8,160 1,270 0.60 2,105 7,900 1,230 0.58 2,115TJ28x12 28" 141¼" 5,018 9,240 1,700 0.60 2,830 8,970 1,650 0.58 2,845TJ32x12 32" 141¼" 5,791 9,660 2,050 0.58 3,555 9,420 2,000 0.56 3,575TJ48x12 48" 141¼" 8,084 10,450 3,400 0.56 6,070 10,200 3,320 0.54 6,110

Allowable Design Loads(1)—Standard Panel on Concrete Foundation

(1) No increases for duration-of-load are permitted.(2) R = 5.5.(3) R = 6.0 (2000 IBC) or 6.5 (2003 IBC), Cd of 4.0, IE of 1.0.(4) Hold-down anchors are 7⁄8" diameter ASTM A307 (minimum) rolled thread as designed

by the engineer of record.

(5) Hold-Down Anchor Uplift at Allowable Shear is based on an assumed moment-arm equal to the panel width minus 2".

(6) Allowable In-Plane Shear Load must be considered in the hold-down anchor design.


RAISED FLOOR KIT INSTALLATION

General Notes DO NOT modify the Raised Floor Kit. For floor assemblies of non-standard heights

(floor panels thicker than ¾", sill plates thicker than 1½", or floor joists different than standard TJI® joist depths), adjust the total assembly height with shims at the top of the TJ®-Shear panel. Contact your iLevel representative for details.

Place the Raised Floor Kit directly on the concrete. DO NOT place on top of the sill plate.

The Raised Floor Kit may interrupt rim board continuity; design connections as needed.

Attach floor joists to the RFK block using TJI® joist hangers. Alternatively, joists may rest on the remaining sill plate if adequate bearing is available.

Notch floor panels around RFK block and TJ®-Shear panel. Support the floor panel with a ledger attached directly to the block or TJ®-Shear panel (depending on elevation requirements) to accommodate vertical loads and lateral load transfer. Contact your Technical Representative for details.

Make sure that the bottom of the TJ®-Shear panel is in direct contact with the top shear transfer plate of the Raised Floor Kit. Compressible materials in this area will affect the performance of the assembly.

Sill plate

TJI® joist

1¼" TimberStrand® LSL or 11⁄8" iLevel™ rim board

Concrete foundation (concrete design is the

responsibility of the designer or specifier)

Floor panel, notched for RFK shear transfer plate

TJI® hanger

Ledger

Shear transfer

plate

Sill plate anchor bolt (per code)

Interior View

Thread coupler nuts and all-thread rods onto anchor bolts

Lower block onto all-thread rods and swing bottom of block and spacer plates into place

Install TJ®-Shear Panel on block

1⁄8" x 37⁄16" shear transfer plate (pre-attached)

3½" 1.5E TimberStrand® LSL block (shipped with kit)

7⁄8" x 27⁄16" ported coupler nut (shipped with kit)

7⁄8" diameter all-thread rod (shipped with kit)

1⁄8" x 37⁄16" shear transfer plate (pre-attached)

1⁄8" x 37⁄16" x 6" spacer plate (shipped with kit)

7⁄8" cast-in-place anchor bolt

Concrete foundation

Raised Floor Kit

Raised Floor Kit (RFK) Installation

Kit Naming SystemTJ®-Shear Panel RFK 9½ x 18

Panel Width (in.)

Floor Joist Depth (in.)

Trus Joist Raised Floor Kit

See General Assumptions on page 7.

RFK height

1½"

23⁄8"

3½"

RFK width

3½"

RFK DIMENSIONS

General Notes All kits use 3½" wide, 1.5E TimberStrand® LSL

blocks with pre-manufactured steel plates.

For floor systems 9½" to 117⁄8" deep, – RFK height = joist height + 2¼" (assuming a 1½" sill plate and a ¾" floor panel) – RFK width = shear panel width + 3"

For floor systems over 117⁄8" and up to 16" deep, contact your iLevel representative for dimensions and availability.


RAISED FLOOR KIT DESIGN LOAD TABLES

Allowable Design Loads(1)—Standard Panel on Raised Floor Kit (For floor systems over 117⁄8" deep)

Model Width HeightUltimate In-Plane

Shear Load (lbs)



(lbs)

Allowable In-Plane

Shear Load(7) (lbs)

Drift at Allowable

Shear Load (in.)



(lbs)

Allowable In-Plane

Shear Load(7) (lbs)

Drift at Allowable

Shear Load (in.)


TJ16x8 16" 93¼" 3,845 6,440 850 0.40 2,130 6,250 825 0.39 2,130TJ18x8 18" 93¼" 4,460 7,010 1,055 0.40 2,650 6,810 1,025 0.39 2,655TJ20x8 20" 93¼" 5,155 7,450 1,260 0.40 3,175 7,240 1,225 0.38 3,190TJ22x8 22" 93¼" 5,975 7,800 1,465 0.40 3,700 7,590 1,425 0.38 3,720TJ24x8 24" 93¼" 5,775 8,090 1,670 0.40 4,230 7,870 1,625 0.38 4,255TJ28x8 28" 93¼" 7,000 8,530 2,080 0.39 5,305 8,310 2,025 0.38 5,330TJ32x8 32" 93¼" 8,605 8,860 2,490 0.39 6,385 8,630 2,425 0.38 6,430TJ48x8 48" 93¼" 12,525 9,620 4,135 0.38 10,880 9,360 4,025 0.37 10,940TJ16x9 16" 105¼" 3,475 6,330 750 0.46 1,650 6,120 725 0.44 1,650TJ18x9 18" 105¼" 5,000 6,980 945 0.45 2,085 6,800 920 0.44 2,100TJ20x9 20" 105¼" 4,420 7,500 1,140 0.45 2,530 7,300 1,110 0.44 2,545TJ24x9 24" 105¼" 5,280 8,270 1,535 0.45 3,435 8,030 1,490 0.43 3,450TJ28x9 28" 105¼" 6,485 8,810 1,930 0.44 4,355 8,560 1,875 0.43 4,380TJ32x9 32" 105¼" 7,680 9,180 2,320 0.44 5,285 8,950 2,260 0.42 5,330TJ48x9 48" 105¼" 11,405 10,060 3,890 0.42 9,195 9,800 3,790 0.41 9,290TJ18x10 18" 117¼" 3,355 6,840 840 0.51 1,655 6,590 810 0.49 1,655TJ20x10 20" 117¼" 4,335 7,460 1,030 0.51 2,040 7,210 995 0.49 2,045TJ24x10 24" 117¼" 5,120 8,310 1,400 0.50 2,800 8,070 1,360 0.48 2,825TJ28x10 28" 117¼" 5,950 8,920 1,775 0.49 3,595 8,700 1,730 0.48 3,635TJ32x10 32" 117¼" 7,355 9,370 2,150 0.49 4,395 9,130 2,095 0.47 4,455TJ48x10 48" 117¼" 9,805 10,380 3,645 0.47 7,820 10,140 3,560 0.45 7,945

(1) No increases for duration-of-load are permitted.(2) R = 5.5 (UBC).(3) R = 6.0 (2000 IBC) or 6.5 (2003 IBC), Cd of 4.0, IE of 1.0.(4) Panel values apply to Raised Floor Kit floor-joist depths of 9½" and 117⁄8"(5) Hold-down anchors are 7⁄8" diameter ASTM A307 (minimum) rolled thread as designed

by the engineer of record.(6) Hold-Down Anchor Uplift at Allowable Shear equals the uplift generated from the shear

panel plus the uplift generated from the raised floor kit, and is based on the following assumptions: Panel: moment arm = panel width minus 2" Raised Floor Kit: tallest applicable kit, see page 8 moment arm = block width minus 3½" Uplift numbers do not include any consideration of shear from the first floor diaphragms; this check is the responsibility of the designer or specifier.

(7) Allowable In-Plane Shear Load must be considered in the hold-down anchor design.

Model(4) Width HeightUltimate In-Plane

Shear Load (lbs)



(lbs)

Allowable In-Plane

Shear Load(7) (lbs)

Drift at Allowable

Shear Load (in.)



(lbs)

Allowable In-Plane

Shear Load(7) (lbs)

Drift at Allowable

Shear Load (in.)


TJ16x8 16" 93¼" 3,845 7,270 960 0.41 2,360 7,010 925 0.39 2,380TJ18x8 18" 93¼" 4,460 7,870 1,185 0.40 2,940 7,600 1,145 0.39 2,975TJ20x8 20" 93¼" 5,155 8,300 1,405 0.40 3,520 8,070 1,365 0.38 3,585TJ22x8 22" 93¼" 5,975 8,680 1,630 0.40 4,125 8,440 1,585 0.38 4,205TJ24x8 24" 93¼" 5,775 8,960 1,850 0.39 4,745 8,720 1,800 0.37 4,825TJ28x8 28" 93¼" 7,000 9,410 2,295 0.38 6,010 9,190 2,240 0.37 6,135TJ32x8 32" 93¼" 8,605 9,750 2,740 0.37 7,325 9,520 2,675 0.36 7,495TJ48x8 48" 93¼" 12,525 10,510 4,520 0.34 13,295 10,290 4,425 0.33 13,615TJ16x9 16" 105¼" 3,475 6,410 760 0.45 1,675 6,160 730 0.48 1,525TJ18x9 18" 105¼" 5,000 7,320 990 0.45 2,195 7,060 955 0.48 2,005TJ20x9 20" 105¼" 4,420 8,020 1,220 0.45 2,715 7,790 1,185 0.47 2,505TJ24x9 24" 105¼" 5,280 9,050 1,680 0.44 3,790 8,810 1,635 0.47 3,495TJ28x9 28" 105¼" 6,485 9,770 2,140 0.44 4,895 9,520 2,085 0.46 4,505TJ32x9 32" 105¼" 7,680 10,290 2,600 0.43 6,030 10,040 2,535 0.46 5,535TJ48x9 48" 105¼" 11,405 11,500 4,445 0.41 10,895 11,240 4,345 0.44 9,945TJ18x10 18" 117¼" 3,355 6,470 795 0.50 1,590 6,270 770 0.57 1,360TJ20x10 20" 117¼" 4,335 7,500 1,035 0.50 2,080 7,240 1,000 0.57 1,765TJ24x10 24" 117¼" 5,120 8,960 1,510 0.50 3,050 8,720 1,470 0.56 2,610TJ28x10 28" 117¼" 5,950 9,980 1,985 0.49 4,035 9,720 1,935 0.56 3,450TJ32x10 32" 117¼" 7,355 10,740 2,465 0.49 5,040 10,460 2,400 0.56 4,300TJ48x10 48" 117¼" 9,805 12,440 4,370 0.48 9,180 12,130 4,260 0.55 7,760

Allowable Design Loads(1)—Standard Panel on Raised Floor Kit (For floor systems 117⁄8" deep or less)


PORTAL INSTALLATION

Field modification degrades performance.

Do not drill additional holes or enlarge existing holes.

TimberStrand® LSL rail

Pre-drilled electrical access

holes

Header. See Portal Frame

Header Design on page 11.

Top block pre-drilled for USP WS6 lag screws (or equivalent)

Performance Plus® web

TimberStrand® LSL base block

Pre-notched electrical access

Hold-down

3½"

Concrete design is the responsibility

of the designer or specifier

Beam clear span,18'-6" maximum

Portal straps ¼" from edges on both sides of the panel (4 straps total per panel)

General Notes Panels can be used with 4" or 6" nominal walls.

Center panel under header. See installation details SP1 and SP2 on page 16.

Portal Panels are not for use in raised-floor applications.

For shimming requirements, see detail SP7 on page 17.

See General Assumptions on page 7.

Panel Naming SystemTJ 16x7

Nominal height (ft)

Width (in.)

Trus Joist

Double Portal (D)

Single Portal (S)

Pre-notched electrical access

Header. See Portal Frame Header Design on page 11.

3½"

1.5E TimberStrand® LSL portal column

3½"

43⁄8"

Portal straps ¼" from edges on both sides of the column

(2 straps total)

Beam clear span,18'-6" maximum

Electrical access holes are pre-drilled for your convenience. No additional

access holes are allowed.


PORTAL DESIGN LOAD TABLE

Portal Frame Header Design Header depth must be minimum of 9¼" and a maximum of 18".

Header design should consider vertical and lateral load combinations. Design header as a simple span with no end fixity. When lateral loads are present, add the induced forces shown in the table below.

The TJ®-Shear panel portal may use a header stiffness, Kbeam, of 90 lbs/in. to 4,000 lbs/in.

Kbeam is defined as:

where E = beam modulus of elasticity (psi) b = beam width (in.) d = beam depth (in.) L = beam clear span (in.) (18'-6" maximum)

Kbeam = Ebd3 12L3

(1) Beam forces induced when the maximum allowable in-plane shear load for portal panels is applied. (2) The maximum forces shown may be reduced linearly if the applied lateral shear load is less than the allowable

in-plane shear load.(3) For double portal systems, the moment decreases linearly from maximum at beam end to zero at mid-span. For single

portal systems, the moment decreases linearly from maximum at the TJ®-Shear panel end to zero at the column end. This induced moment must be included when designing the portal header.

Model Bending Moment(3) (ft-lbs) Shear (lbs)

Axial Load (lbs)

TJ16x7 or TJ22x7 2,110 960 2,630TJ16x8 or TJ22x8 2,900 960 2,065

Maximum Induced Forces(1)(2) in the Header of Portal Frame Systems

(1) No increases for duration of load are permitted.(2) R = 5.5.(3) R = 6.5(4) Hold-down anchors are 7⁄8" diameter ASTM A307 (minimum) rolled thread as specified by the engineer of record.(5) Hold-Down Anchor Uplift at Allowable Shear is based on an assumed moment arm equal to the panel width minus 2" and considers portal frame behavior.(6) Allowable In-Plane Shear Load must be considered in the hold-down anchor design.(7) Values shown are for the complete portal frame assembly.(8) Only available in California/Nevada or by special order.


PortalConfiguration Width Height

Ultimate In-Plane

Shear Load (lbs)


(lbs)

Allowable In-Plane

Shear Load(6) (lbs)

Drift at Allowable

Shear Load (in.)

Initial Panel

Stiffness (lbs/in.)


(lbs)

Allowable In-Plane

Shear Load(6) (lbs)

Drift at Allowable

Shear Load (in.)


D TJ16x7(7) 16" 78" 8,780 7,650 2,830 0.36 7,860 7,465 2,765 0.35 7,900D TJ22x7(7) 22" 78" 11,760 9,680 4,855 0.37 13,300 9,415 4,725 0.35 13,375

D TJ16x90(7)(8) 16" 90" 6,715 7,375 2,455 0.39 6,235 7,215 2,400 0.38 6,265D TJ22x90(7)(8) 22" 90" 10,040 8,510 4,015 0.37 10,945 8,475 4,000 0.36 10,950

D TJ16x8(7) 16" 93¼" 8,140 7,650 2,455 0.41 5,980 7,480 2,400 0.40 6,015D TJ22x8(7) 22" 93¼" 12,295 8,820 4,015 0.40 9,990 8,790 4,000 0.40 10,025S TJ16x7(7) 16" 78" 4,525 7,650 1,340 0.34 3,885 7,445 1,300 0.33 3,920S TJ22x7(7) 22" 78" 6,100 9,680 2,395 0.37 6,525 9,395 2,325 0.35 6,565

S TJ16x90(7)(8) 16" 90" 3,405 7,375 1,235 0.39 3,155 7,215 1,210 0.38 3,165S TJ22x90(7)(8) 22" 90" 5,160 8,510 2,065 0.38 5,435 8,510 2,065 0.38 5,435

S TJ16x8(7) 16" 93¼" 4,125 7,650 1,235 0.46 2,695 7,480 1,210 0.45 2,705S TJ22x8(7) 22" 93¼" 6,230 8,820 2,065 0.43 4,785 8,820 2,065 0.43 4,805

Allowable Design Loads(1)—Garage Portal System

PORTAL HEADER INFORMATION


VERTICAL LOAD DESIGN INFORMATION

Vertical Load DesignTJ®-Shear panels are designed to carry vertical loads in addition to in-plane shear loads. For vertical loads applied to the rails, use the Allowable Vertical Loads per Rail table. For vertical loads applied between the rails, use the Top Block Section Properties table.

Out-of-plane lateral loads(PLF)

Applied vertical load

(lbs)

Side View

Allowable Out-of-Plane Lateral Loads per Rail (PLF)Applied Vertical

Load per

Rail(1) (lbs)

TJ®-Shear Panel 1.5E TimberStrand® LSL Portal Column

133% Load Duration

160% Load Duration 133% Load Duration 160% Load Duration

Height Height Height Height78" 90" or 93¼" 105¼" 117¼" 141¼" 78" 90" or 93¼" 105¼" 117¼" 141¼" 78" 90" or 93¼" 78" 90" or 93¼"

0 70(2) 55(3) 75 55 30 80(2) 65(3) 75 55 30 65 55 80 652,000 115(2) 95(3) 75 55 30 125(2) 105(3) 75 55 30 110 90 120 1004,000 160(2) 110 75 55 30 170(2) 110 75 55 30 150 100 165 1006,000 205 110 75 35 0 205 110 75 50 0 180 100 180 1008,000 195 70 15 0 0 205 105 35 0 0 175 65 180 90

Model

With Design Shear(2)

133% Load DurationAxial Load Only

100% Load DurationExterior

Rail(2)Interior Rail(2)

Single Portal Column

Exterior Rail(3)

Interior Rail(3)

Single Portal Column

TJ16x7 8,000(4) – 7,830(5) 8,000(4) – 8,330(5)

TJ22x7 8,000(4) – 7,830(5) 8,000(4) – 8,330(5)

TJ16x8 8,000(4) – 7,830(5) 8,000(4) – 8,330(5)

TJ18x8 7,410 – – 8,000 – –TJ20x8 7,990 – – 8,000 – –TJ22x8 7,430(4) – 7,830(5) 8,000(4) – 8,330(5)

TJ24x8 8,000 – – 8,000 – –TJ28x8 7,340 – – 8,000 – –TJ32x8 7,260 8,000 – 8,000 8,000 –TJ48x8 6,620 8,000 – 8,000 8,000 –TJ16x9 6,970 – – 8,000 – –TJ18x9 6,150 – – 8,000 – –TJ20x9 6,180 – – 8,000 – –TJ24x9 5,680 – – 8,000 – –TJ28x9 5,250 – – 8,000 – –TJ32x9 5,190 8,000 – 8,000 8,000 –TJ48x9 4,840 8,000 – 8,000 8,000 –TJ18x10 4,830 – – 7,350 – –TJ20x10 4,280 – – 7,350 – –TJ24x10 3,790 – – 7,350 – –TJ28x10 3,590 – – 7,350 – –TJ32x10 3,390 7,325 – 7,350 7,215 –TJ48x10 3,055 7,325 – 7,350 7,215 –TJ24x12 2,100 – – 5,030 – –TJ28x12 1,650 – – 5,030 – –TJ32x12 1,480 5,000 – 5,030 4,950 –TJ48x12 1,150 5,000 5,030 4,950

Allowable Vertical Loads per Rail (lbs)(1)

(1) Value may be increased by a load duration factor.(2) 205 plf, if panel is not part of a portal frame system.(3) 110 plf, if panel is not part of a portal frame system.

Top Block Section Properties (100% Load Duration)

Exterior rail allowable vertical

load

Interior rail allowable

vertical load

Exterior rail allowable vertical load

AB

AB

A

ATop block allowable

design stresses at notched sections

BTop block allowable

design stresses between rails

Shear (lbs) 1,865 2,565Moment (in.-lbs) 10,290 14,150

General Notes Applied vertical load per rail in the table is the load that acts in combination with the out-of-plane lateral loads.

Verify that the maximum allowable vertical load per rail has not been exceeded. See table above.

Table is based on: – TJ®-Shear panels used in a standard application or on a Raised Floor Kit and installed according to the details

in this guide. – Wall deflection of L/240. – Maximum header depth of 18" Portal system application.

(1) Maximum allowable axial loads with no out-of-plane lateral loads applied. For combined loading, see the table below. Vertical loads are based on shear-panel capacity; adjustments may be necessary for concrete-bearing design based on Fc' of 2,500 psi and the panel’s proximity to the edge. Refer to ACI 318-02, Section 10.17 for guidance.

(2) Maximum axial compression that can be applied directly over a rail in combination with the full design shear.

(3) Maximum axial compression that can be applied directly over a rail when no lateral loads are present. Allowable load may be increased by a load-duration factor, up to a maximum of 8,000 lbs. per rail.

(4) Axial compression for portal-system panel rails may not exceed 8,000 lbs. per panel.(5) Column values are for 3½" x 3½" 1.5E TimberStrand® LSL. Axial compression may be

increased by a load-duration factor, up to a maximum of 10,500 lbs.


GARAGE PORTAL CONFIGURATION

Panel Configurations at Garage(For use with sizing tables on pages 14 and 15)

One Single One Single

One Double One Double

Two Singles One Single and One Double

Opening Height Portal Configuration Description Shear Capacity

(lbs)

7'

S TJ16x7 Single panel TJ16x7 1,300S TJ22x7 Single panel TJ22x7 2,325D TJ16x7 Double panel TJ16x7 2,765

S TJ16x7 & S TJ22x7 TJ16x7 & TJ22x7 in Double panel or as 2 Singles 3,625S TJ16x7 & D TJ16x7 Single panel TJ16x7 + Double panel TJ16x7 4,065

D TJ22x7 Double panel TJ22x7 4,725S TJ22x7 & D TJ16x7 Single panel TJ22x7 + Double panel TJ16x7 5,090S TJ16x7 & D TJ22x7 Single panel TJ16x7 + Double panel TJ22x7 6,025S TJ22x7 & D TJ22x7 Single panel TJ22x7 + Double panel TJ22x7 7,050

8'

S TJ16x8 Single panel TJ16x8 1,210S TJ22x8 Single panel TJ22x8 2,065D TJ16x8 Double panel TJ16x8 2,400

S TJ16x8 & S TJ22x8 TJ16x8 & TJ22x8 in Double panel or as 2 Singles 3,275S TJ16x8 & D TJ16x8 Single panel TJ16x8 + Double panel TJ16x8 3,610

D TJ22x8 Double panel TJ22x8 4,000S TJ22x8 & D TJ16x8 Single panel TJ22x8 + Double panel TJ16x8 4,465S TJ16x8 & D TJ22x8 Single panel TJ16x8 + Double panel TJ22x8 5,210S TJ22x8 & D TJ22x8 Single panel TJ22x8 + Double panel TJ22x8 6,065

Shear Capacities for TJ®-Shear Panel Used in Garage Portals (For use with sizing tables on pages 14 and 15)

Ensuring continuous lateral load paths is the responsibility of the designer. To transfer shear load across header joints,

use horizontal steel straps on the front and back of the header joint, or use a double top plate with sufficient

lap-splice length and nailing to resist load.


SIZING TABLES BASED ON WIND

TJ®-Shear Panels for 7'-High Garage Door Openings

Garage front

TJ®-Shear panels36'

LRoof ridge line (may run in either direction)

Braced garage wall

Basic Garage Floor Plan

Garage Portal Panel SelectionThese tables are limited to garage fronts in one- and two-story residential dwellings. The panel solutions have been optimized for use as TJ®-Shear Panel Portal Frames. For panel configurations and shear capacities of portal configurations, see page 9.

See General Notes on page 15.

TJ®-Shear Panel Condition

Wall Length,

L

Three Second Gust Wind Speed (MPH)85 90 100 110 120 130 140 150

Minimum TJ®-Shear Panel Portal Configuration18' S 16x7 S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 S 22x720' S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 S 22x7 D 16x722' S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x724' S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x726' S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x728' S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x730' S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x732' S 22x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x734' S 22x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x736' S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x7 D 22x740' S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S22x7 & D16x718' S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x720' S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S22x7 & D16x7 S16x7 & D22x722' S 22x7 S 22x7 S16x7 & S22x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x724' S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 S22x7 & D22x726' D 16x7 D 16x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x7 28' D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 30' S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 32' S16x7 & S22x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x7 34' S16x7 & S22x7 S16x7 & S22x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 36' S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 40' S16x7 & D16x7 D22x7 S16x7 & D22x7 S22x7 & D22x7 18' S 16x7 S 16x7 S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x720' S 16x7 S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 S 22x722' S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 S 22x7 D 16x724' S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 D 16x726' S 16x7 S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x728' S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 D 16x7 S16x7 & S22x730' S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x732' S 16x7 S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x734' S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x736' S 16x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x740' S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x7 D 22x718' S 22x7 S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 D 22x720' S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 S16x7 & D16x7 D 22x722' S 22x7 S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S22x7 & D16x724' S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x726' S 22x7 S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S16x7 & D22x728' S 22x7 D 16x7 S16x7 & S22x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x730' S 22x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 S22x7 & D22x732' D 16x7 D 16x7 S16x7 & S22x7 S16x7 & D16x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x7 34' D 16x7 S16x7 & S22x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x7 36' D 16x7 S16x7 & S22x7 S16x7 & D16x7 D 22x7 S16x7 & D22x7 S22x7 & D22x7 40' S16x7 & S22x7 S16x7 & S22x7 D 22x7 S22x7 & D16x7 S16x7 & D22x7 S22x7 & D22x7

1

2

3

4

SingleWidth (in.)

DoubleWidth (in.)

Nominal height (ft)

Nominal height (ft)

Both panels are required

Legend


SIZING TABLES BASED ON WIND

Applicable for one and two story buildings with gable and hipped roofs only.

For hipped roofs, use profiles 1 and 2 .

Garage portal header must be designed for induced moments.

Attach TJ®-Shear panels to the foundation per ICC-ES ESR-1281 or the specifier/designer.

Contact your iLevel representative or specifier/designer for conditions not shown here.

General Notes Tables are based on:

– ASCE 7-02, Method 2 Analysis Procedure Section 6.5 – Loads per ASCE 7-02 & 2003 IBC, assuming exposure B – Topographic effect Kzt = 1 – Partially enclosed building

– ANSI/AF&PA Wood Frame Construction Manual Section 3 – Exposure B – Building aspect ratio (L/W) shall not be less than 1:4 nor greater than 4:1 – Mean roof height shall not exceed 33' – Roof slope of 6:12 or less. The attic area shall be considered an additional story when the roof slope is greater than 6:12. See Fig 3.1a of WFCM. – Wall height of 7' or 8' – Maximum building width of 36' – Adequate lateral bracing for the rear wall of the garage

TJ®-Shear Panels for 8'-High Garage Door Openings(1)

For panel configurations and shear capacities of portal configurations, see page 13.

TJ®-Shear Panel Condition

Wall Length,

L

Three Second Gust Wind Speed (MPH)85 90 100 110 120 130 140 150

Minimum TJ®-Shear Panel Portal Configuration18' S 16x8 S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 S 22x8 D 16x820' S 16x8 S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x822' S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x824' S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x826' S 16x8 S 16x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x828' S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x830' S 22x8 S 22x8 S 22x8 S 22x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 D 22x832' S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x834' S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x836' S 22x8 S 22x8 S 22x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 D 22x8 S16x8 & D22x840' S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x8 S16x8 & D22x818' S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & D16x8 D 22x8 S16x8 & D22x8 S22x8 & D22x820' S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x822' S 22x8 D 16x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8 24' D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S16x8 & D22x8 S22x8 & D22x8 26' S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8 28' S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x8 S22x8 & D22x8 30' S16x8 & S22x8 S16x8 & S22x8 D 22x8 S16x8 & D22x8 S22x8 & D22x8 32' S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8 34' S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S22x8 & D22x8 36' S16x8 & D16x8 D 22x8 S16x8 & D22x8 S22x8 & D22x8 40' D 22x8 S22x8 & D16x8 S16x8 & D22x8 18' S 16x8 S 16x8 S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 S 22x820' S 16x8 S 16x8 S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x822' S 16x8 S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x824' S 16x8 S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x826' S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x828' S 16x8 S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x830' S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x832' S 16x8 S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x834' S 22x8 S 22x8 S 22x8 S 22x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 D 22x836' S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x840' S 22x8 S 22x8 S 22x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 D 22x8 S16x8 & D22x818' S 22x8 S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x820' S 22x8 S 22x8 S 22x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x822' S 22x8 S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x8 S16x8 & D22x824' S 22x8 S 22x8 S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x826' S 22x8 D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S16x8 & D22x8 S22x8 & D22x8 S22x8 & D22x828' D 16x8 D 16x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8 30' D 16x8 S16x8 & S22x8 S16x8 & S22x8 D 22x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8 32' D 16x8 S16x8 & S22x8 S16x8 & D16x8 D 22x8 S16x8 & D22x8 S22x8 & D22x8 34' S16x8 & S22x8 S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8 36' S16x8 & S22x8 S16x8 & S22x8 D 22x8 S16x8 & D22x8 S22x8 & D22x8 40' S16x8 & S22x8 S16x8 & D16x8 S22x8 & D16x8 S16x8 & D22x8 S22x8 & D22x8

1

2

3

4

(1) 8' or 8' short panels may be used.1


INSTALLATION DETAILS

Portal Frame with 5¼" or 5½" Header

Portal Frame—3½" Header Width

Header as specified, 3½" x 9¼" minimum

OSB shim if necessary, 7⁄8" maximum thickness

Portal strap: Attach with sixteen 10d x 1½" nails: 8 into header and 8 into TJ®-Shear panel

TJ®-Shear panel options:TJ16x7 TJ16x8 TJ16x8 shortTJ22x7 TJ22x8 TJ22x8 short

Portal straps on both sides

of panel. Place straps ¼"

from edges.

Header as specified. Center over TJ®-Shear panel width.

Portal strap (shipped with panel):Attach with sixteen 10d x 1½" nails: 8 into header and 8 into furring and TJ®-Shear panel

OSB shim if necessary,

7⁄8" maximum thickness

Minimum 2½" x 10" furring of 7⁄8" thick OSB, with face grain vertical

Portal straps on both sides

of panel. Place straps ¼"

from edges.

SP1

SP2



Panel Connection Portal Frame Column Connection

Portal Frame Column Standard Panel Assembly

Top plates or headers as specified

OSB shim if necessary, 7⁄8" maximum thickness

¼" x 6" lag screws or equivalent (included)

Header as specified. For 5¼" or 5½" header, use furring as required. See detail SP2, page 16.

Portal strap (shipped with column):Attach with sixteen 10d x 1½" long nails:8 into header and 8 into TJ®-Shear panel

TimberStrand® LSL portal column or solid sawn column per the designer or specifier (trim as required)

TJ®-Shear panel

TimberStrand® LSL portal column.Alternate: Solid sawn column per designer or specifier. Maximum uplift of 680 lbs at 8' portals, and 500 lbs at 7' portals.

Hold-down

7⁄8" diameter anchor bolt

Hardened washer 7⁄8" diameter anchor bolt

Ensure concrete is level and smooth beneath panel. Grind and fill as necessary. If shims are required to plumb panel, use a 3½" x 4" (1⁄8" thick, maximum) sheet metal shim.

Concrete design is the responsibility of the designer or specifier

Hold-down

Hardened washer

TJ®-Shear panel

Bolt spacer

General Notes Proper installation of the shim in accordance with

this installation detail results in 85% of the allowable in-plane shear capacity published in Table 1 of ICC-ES ESR-1281. Other applicable allowable loads remain unchanged.

No material substitutions are allowed.

The use of a portal shim alters the panel performance. Contact the designer or specifier before installing shim.

USP MP4F framing anchors installed horizontally both

sides (4 total). Use 10d (1½") nails.

Fill all holes.

Portal straps ¼" from edges of both sides of panel

USP WS 4½" lag screw (included) or equivalent.

Fill all holes.

3½" Header

Centerline of shim and shim strap

3½" x 3½" TimberStrand® LSL shim, face grain wall-side out. Trim to length and to required thickness (1½" minimum).

TJ®-Shear panel shim strap both sides(1), center strap vertically on shim. Use 10d (1½") nails(2). Fill all holes. Discard portal straps shipped with panel.

(1) Four straps total(2) 10d (3") nails if furring is used

TJ16x7, TJ16x8,TJ22x7, or TJ22x8

Portal Frame Shim

SP3 SP4

SP6SP5

SP7

NutNut


A

A

16" min. (16" panel)22" min. (22" panel)

6"(typ.)Top of slab

Top of curb

11" max.unless longer

bolt used

2" (min.)10" (min.)

3" clearance (min.)3" clearance (min.)

3" clearance(min.)

Final grade

7⁄8" dia. x 28" long anchor bolt, grade ASTM A307 or F1554-36 KSI

#4 longitudinal bar

10" (min.)

14" minimuminto footing

Heavy hex nut (typ.)

Jam nuts (typ.)

6" (min.)

6" (min.) 10" (min.)

Top of curb6"

(typ.)Top of slab

14" (min.)

3" clearance (min.)

1 3 ⁄4" (min.)

2 1 ⁄8"

Final gradePer plan

Embed template flush with top of concrete

7⁄8" dia. X 28" long anchor bolt, grade ASTM A307 or F1554-36 KSI

#4 longitudinal bar

B

B

16"– 48" panel

Top of slab

Template

11" max.unless longer

bolt used

2" (min.)

3" clearance (min.)

3" clearance (min.)

3" clearance

10" (min.)

(min.)

Final grade7⁄8" dia. x 28" long anchor bolt, grade ASTM A307 or F1554-36 KSI

21⁄8"

#4 longitudinal bar

14" minimuminto footing

13⁄4" (min.)

Top of slab

Embed template flush with top of concrete

Calculated depth14" (min.)

3" clearance (min.)

9" (min.)13" (min.)

Final grade

7⁄8" dia. x 28" long anchorbolt, grade ASTM A307 or F1554-36 KSI

2 1 ⁄8"

#4 longitudinal bar

Portal Anchorage at Garage Curb

Section A–A Anchorage at garage curb

Section B–B Anchorage at corner

Non-Portal Anchorage

Foundation system by others. For additional information, see

ICC-ES ESR-1281; see Section 4-1-3 for braced wall panel applications


Foundation system by others. For additional information, see

ICC-ES ESR-1281; see Section 4-1-3 for braced wall panel applications

For alternate foundation anchorage details, visit www.iLevel.com



Anchor Bolt Installation—Combination

Nail the TJ-BoltCollar® assembly to the edge form

Jam-nut sets bolt height to 21⁄8"

Use anchor bolt spacer to ensure proper on-center spacing

Anchor Bolt Installation—Edge Form

Push up here to release

Span the 2x4 across the edge form

Nail the TJ-BoltCollar® assembly to the 2x4

Inverted TJ-BoltCollar® anchor bolt holder

28" bolt for simple specification—code accepted by ACI 302 methodology. Bolts can be a headed bolt or all-thread rod (grade A 307.) The engineer of record can specify a shorter length of all-thread rod depending on the application and loads.

TJ-BoltCollar® anchor bolt holder securely holds bolt in place during concrete pours and keeps the bolt threads clean for panel installation

TJ-BoltCollar® anchor bolt holders are universal and reusable in multiple applications

Anchor bolt spacer reinforces the foundation for short end distance applications, and is code accepted for use with any size TJ®-Shear panel

December 2006Reorder TJ-8600This document supersedes all previous versions. If this is more than one year old, contact your dealer or iLevel rep.NW

WALL SOLUTIONS

1.888.iLevel8 (1.888.453.8358)

www.iLevel.com [email protected]

2910 East Amity Road Boise, ID 83716 208.364.3600

P.O. Box 8449 Boise, ID 83707-2449

CONTACT US OUR GUARANTEE

WE CAN HELP YOU BUILD SMARTER.At iLevel, our goal is to help you build solid and durable homes by providing high-quality residential building

products and unparalleled technical and field support.

Floors and Roofs: Start with the best framing components in the industry: our iLevel™ Trus Joist® Silent Floor® joists;

TimberStrand® LSL rim board; and Parallam® PSL, Microllam® LVL, and TimberStrand® LSL headers and beams.

Pull them all together with our durable iLevel™ Structurwood® roof sheathing and self-gapping Structurwood Edge®

or Structurwood Edge Gold® floor panels. For homeowners who are building their custom dream home, you can

upgrade to our premium FrameWorks® Floor System.

Walls: Get the best value out of your framing package — use TimberStrand® LSL studs for tall walls, kitchens,

and bathrooms, and our traditional, solid-sawn lumber everywhere else. Cut down installation time by using

TimberStrand® LSL headers for doors and windows, TimberStrand® LSL 45-degree columns for precision corners,

and our Structurwood® wall sheathing with its handy two-way nail lines.

Software Solutions: If you are a design professional or lumber dealer, iLevel offers a full array of software packages

to help you specify individual framing members, create cut lists, manage inventories—even help you design

whole-house framing solutions. Contact your iLevel representative to find out how to get the software you need.

Technical Support: Need technical help? iLevel has one of the largest networks of engineers and sales

representatives in the business. Call us for help, and a skilled member from our team of experts will contact you

within one business day to evaluate and help solve your structural frame problems—GUARANTEED.

Weyerhaeuser, FrameWorks®, Microllam®, Parallam®, Performance Plus®, Silent Floor®, Structurwood®, Structurwood Edge®, Structurwood Edge Gold®, TimberStrand®, TJ®, and Trus Joist® are registered trademarks and iLevel™ is a trademark of Weyerhaeuser. © 2006 by Weyerhaeuser Company. All rights reserved. Printed in the USA on Weyerhaeuser Cougar® Opaque.

Documents

WALL SOLUTIONS TRUS JOIST TJ -SHEAR PANELgaryklinka.com/Manuals/TJ-8600.pdf · TRUS JOIST® TJ®-SHEAR PANEL Featuring TJ®-Shear Panels for Residential Applications 1.888.iLevel8