Installation Guide for Floor and Roof Framing with TJI 110, 210, 230, 360 and 560 Joists

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INSTALLATION GUIDE FOR FLOOR AND TJI® 110 TJI® 210 ROOF FRAMING TJI® 230 ® WARNING: WARNING: WARNING: TJI 360 DO NOT walk DO NOT stack DO NOT walk on joists until building materials on joists that ® braced. INJURY on unsheathed are lying flat. TJI 560 MAY RESULT. joists. Stack only over beams Joists or walls.

MaySeptember 2013 •2011 Reorder ■ Reorder TJ-9001 TJ-9001 IMPORTANT: PLEASE READ CAREFULLY!

WARNING: JOISTS ARE UNSTABLE UNTIL La Sécurité Avant Tout AVERTISSEMENT BRACED LATERALLY Lire Attentivement • Les solives non contreventées latéralement sont instables. Voir le Bracing Includes: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, guide d’installation avant la pose des solives TJI®. Strut Lines • Ne pas circuler sur les solives TJI® avant qu’elles ne soient adé- quatement contreventées. Risque de blessure. Lack of proper bracing during construction can result in serious accidents. • Ne pas empilées des matériaux sur des solives avant d’avoir installé les sous-plancher. Les entreposer temporairement au-dessus des Observe the following guidelines: poutres et murs. ® 1. Properly install all blocking, hangers, rim boards, and rim joists at TJI joist La Seguridad Ante Todo end supports. ADVERTENCIA 2. Establish a permanent deck (sheathing), fastened to the first 4 feet of joists at Por Favor Lea Cuidadosamente the end of the bay or braced end wall. • Las viguetas son inestables hasta que sean reforzadas lateralmente. Vea la guía de instalaciones antes de instalar las viguetas TJI®. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or • No camine sobre las viguetas hasta que sean apuntaladas. sheathed area and to each joist. • No ponga materiales de construcción sobre las viguetas TJI® antes de 4. Sheathing must be completely attached to each TJI® joist before additional loads instalar el triplay. Ponga materials únicamente sobre vigas o muros. can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. This guide is intended for the products 6. The flanges must remain straight within 1⁄2" from true alignment. shown in dry-use conditions.

woodbywy.com 1.888.453.8358 CONTENTS 1 Floor Roof and Wall Beam and Column Allowable Holes: Allowable Holes: Allowable Holes: Trus Joist® TJI® Joists...... 1 Trus Joist® TimberStrand® LSL Trus Joist® TimberStrand® LSL, Wall Studs ...... 2 Parallam® PSL, Microllam® LVL TJI® Joist Nailing Headers and Beams...... 2 Requirements at Bearing...... 2 Web Stiffeners...... 6 Beam and Column Details ...... 9 Installation Recommendations...... 2 Typical Roof and Wall Framing...... 6 Beam and Header Bearings ...... 9 TJI® Joist Floor Framing...... 3 Ceiling Joists...... 6 Fastening of Floor Panels...... 3 Roof Details...... 7 BUILD SAFELY We at Weyerhaeuser are committed to working safely and want Rim Board Details and Installation. . . . 4 Framing Connectors...... 8 to remind you to do the same. We encourage you to follow the recommendations of OSHA (www.osha.gov) in the U.S. or provincial Floor Details...... 4–5 Shear Blocking and Ventilation Holes. . . 8 regulations (www.canoshweb.org/en/) in Canada regarding: – Personal protective equipment (PPE) for hands, feet, head, Cantilever Details ...... 5 TJI® Joist Nailing and eyes Requirements at Bearing...... 8 – Fall protection Filler and Backer Blocks...... 5 – Use of pneumatic nailers and other hand tools Web Stiffeners...... 6 – Forklift safety Please adhere to the Weyerhaeuser product installation details, including the installation of safety bracing on unsheathed floors Framing Connectors...... 8 and roofs.

PRODUCT IDENTIFICATION

13⁄4" 21⁄16" 25⁄16" 25⁄16" 31⁄2"

11⁄4"–13⁄8" 11⁄4"–13⁄8" 11⁄4"–13⁄8" 13⁄8" 13⁄8" 9½" 9½" 9½" 9½" 9½" 7 8 7 7 7 11 ⁄ " 11 ⁄8" 11 ⁄8" 7 11 ⁄8" 3⁄8" 7 8 3⁄8" 3⁄8" 3⁄8" ⁄16" 11 ⁄ " 14" 14" 14" 14" 14" 16" 16" 16" 16"

TJI® 110 joists TJI® 210 joists TJI® 230 joists TJI® 360 joists TJI® 560 joists

ALLOWABLE HOLES—TJI® JOISTS 1½" hole may be cut Min. distance from Table A Min. distance from Table B anywhere in web outside of hatched zone DO NOT cut holes in cantilever OR reinforcement. 6" 6"

L 2 x D D L D 6" 1 1 1 Closely grouped round 2 2 x L2 2 6" 6" Do not cut No field minimum holes are permitted if minimum No field holes larger cut holes (applies to all the group perimeter cut holes than 11/2" in DO NOT cut or in hatched holes except meets requirements for in hatched cantilever notch flange. zone knockouts) round or square holes zone Table A—End Support Minimum distance from edge of hole to inside face of nearest end support Joist Round Hole Size Square or Rectangular Hole Size TJI® Depth 2" 3" 4" 61⁄2" 87⁄8" 11" 13" 2" 3" 4" 61⁄2" 87⁄8" 11" 13" 110 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 1'-6" 2'-6" 4'-6" 210 1'-0" 1'-6" 2'-6" 5'-6" 1'-0" 2'-0" 2'-6" 5'-0" 91⁄2" 230 1'-6" 2'-0" 2'-6" 5'-6" 1'-0" 2'-0" 3'-0" 5'-0" 360 1'-6" 2'-0" 3'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5'-6" 560 1'-6" 2'-6" 3'-6" 7'-0" 2'-0" 3'-0" 4'-0" 6'-0" 110 1'-0" 1'-0" 1'-6" 2'-6" 5'-6" 1'-0" 1'-6" 2'-0" 4'-6" 6'-0" 210 1'-0" 1'-6" 2'-0" 3'-0" 6'-0" 1'-0" 1'-6" 2'-6" 5'-0" 6'-6" 117⁄8" 230 1'-0" 1'-6" 2'-0" 3'-0" 6'-6" 1'-0" 2'-0" 2'-6" 5'-6" 7'-0" 360 1'-6" 2'-0" 3'-0" 4'-6" 7'-0" 1'-6" 2'-6" 3'-6" 6'-6" 7'-6" 560 1'-6" 2'-6" 3'-0" 5'-6" 8'-0" 2'-6" 3'-6" 4'-6" 7'-0" 8'-0" 110 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-6" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 8'-0" 210 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-6" 8'-6" 14" 230 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 7'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 9'-0" 360 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 6'-0" 8'-0" 9'-6" 560 1'-0" 1'-0" 2'-0" 4'-6" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 7'-0" 9'-0" 10'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 8'-0" 11'-0" 230 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 4'-0" 7'-0" 1'-0" 1'-0" 1'-0" 3'-6" 7'-0" 9'-0" 11'-0" 16" 360 1'-0" 1'-0" 1'-0" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 5'-0" 9'-0" 10'-0" 11'-6" 560 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 7'-6" 10'-0" 1'-0" 2'-0" 3'-0" 6'-6" 10'-0" 11'-0" 12'-0" Table B—Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Joist Round Hole Size Square or Rectangular Hole Size TJI® Depth 2" 3" 4" 61⁄2" 87⁄8" 11" 13" 2" 3" 4" 61⁄2" 87⁄8" 11" 13" 110 2'-0" 2'-6" 3'-6" 7'-6" 1'-6" 2'-6" 3'-6" 6'-6" 210 2'-0" 2'-6" 3'-6" 8'-0" 2'-0" 3'-0" 4'-0" 7'-6" 91⁄2" 230 2'-6" 3'-0" 4'-0" 8'-6" 2'-0" 3'-6" 4'-6" 7'-6" 360 3'-0" 4'-0" 5'-6" 9'-0" 3'-0" 4'-6" 5'-6" 8'-0" 560 3'-6" 5'-0" 6'-0" 10'-0" 4'-0" 5'-6" 6'-6" 9'-0" 110 1'-0" 1'-0" 1'-6" 4'-0" 8'-6" 1'-0" 1'-6" 2'-6" 7'-0" 9'-6" 210 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 1'-0" 2'-0" 3'-0" 8'-0" 10'-0" 117⁄8" 230 1'-0" 2'-0" 2'-6" 5'-0" 10'-0" 1'-0" 2'-6" 3'-6" 8'-6" 10'-6" 360 2'-0" 3'-0" 4'-0" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 9'-6" 11'-0" 560 1'-6" 3'-0" 4'-6" 8'-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12'-0" 110 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 5'-0" 9'-0" 12'-0" 210 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 13'-0" 14" 230 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 6'-6" 11'-0" 13'-6" 360 1'-0" 1'-0" 2'-0" 5'-6" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" 560 1'-0" 1'-0" 1'-6" 5'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 10'-0" 13'-6" 15'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 4'-6" 10'-0" 12'-6" 16'-0" 230 1'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 5'-0" 10'-6" 13'-6" 16'-6" 16" 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 7'-6" 13'-0" 14'-6" 17'-0" 560 1'-0" 1'-0" 1'-0" 2'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 9'-0" 14'-6" 16'-0" 18'-0"

■ Leave 1⁄8" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. ■ Tables are based on uniform load tables in current design literature. ■ For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. ALLOWABLE HOLES—BEAMS and STUDS 2 1 .55E TimberStrand® LSL Headers and Beams 2 x diameter of the largest hole (minimum) Allowed hole zone 1⁄3 depth

1.55E TimberStrand® LSL

Header or Maximum Beam Round Hole Depth Size 91⁄4"–91⁄2" 3" 111⁄4"–117⁄8" 35⁄8" 8" 8" 14"–16" 45⁄8" GENERAL NOTES ■ See illustration for allowed hole zone. ■ Allowed hole zone suitable for headers and ■ Round holes only. beams with uniform and/or concentrated ■ No holes in headers or beams in plank DO NOT cut, notch, or loads anywhere along the member. orientation. drill holes in headers or beams except Other Trus Joist® Headers and Beams as indicated in the illustrations and tables. 1.3E Microllam® LVL and 2 x diameter of ® TimberStrand® LSL Parallam PSL hole the largest hole 1⁄3 depth hole zone zone (minimum) Other Trus Joist® Beams

d Header or Maximum Beam Round Hole Microllam® LVL and Depth Size ® Parallam PSL 43⁄8" 1" allowed hole zone 51⁄2" 13⁄4" middle 1⁄3 span 71⁄4"–20" 2"

■ ® See illustration for d 1.3E TimberStrand LSL allowed hole zone d allowed hole zone. GENERAL NOTES ■ Allowed hole zone suitable for headers ■ Round holes only. and beams with uniform loads only. ■ No holes in headers or beams in plank ■ No holes in cantilevers. orientation. TimberStrand® LSL Wall Studs

One notch may be cut anywhere except the middle 1⁄3 of the length of the stud or column. Holes may be drilled anywhere along the length of the stud or column but must be at least 5⁄8" from the edge.

5 ⁄8" minimum edge distance Maximum notch: 7⁄8" for 31⁄2" thick walls Maximum diameter: 13⁄8" for 31⁄2" 13⁄8" for 51⁄2"–117⁄8" thick walls (11⁄8" in Canada); thick walls DO NOT cut a notch 23⁄16" for 51⁄2"–117⁄8" thick walls and a hole in the (113⁄16" in Canada) same cross section. TJI® JOIST NAILING REQUIREMENTS AT BEARING TJI® Joist to Bearing Plate Squash Blocks to TJI® Joist 11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL (Load bearing wall above)

One 8d (0.113" x 21⁄2") nail each One 10d (0.128" x 3") side. Drive nails at an angle nail into each flange at least 11⁄2" from end.

13⁄4" minimum end bearing for 31⁄2" minimum intermediate single-family applications bearing; 51⁄4" may be required for maximum capacity

■ Increased bearing capacities may be achieved with increased bearing lengths. See plans for required bearing lengths. Shear transfer nailing: Use connections equivalent to floor panel nailing Also see detail B2, page 5 schedule. See page 4. Rim to TJI® Joist TJI® 560 floor joist 11⁄8" TJ® Rim Board, 11⁄4" TimberStrand® LSL, or TJI® 110 rim joist: TJI® 560 rim joist: One 10d (0.131" x 3") nail into each flange Toenail with 10d (0.128" x 3") TJI® 210, 230, and 360 rim joist: nails, one each side of One 16d (0.135" x 31⁄2") nail into each flange TJI® joist flange 13⁄4" minimum bearing Top View TJI® 560 rim joist Locate rim board joint between joists

INSTALLATION RECOMMENDATIONS

RECOMMENDED COMPONENTS RECOMMENDED ADHESIVES ■ Weyerhaeuser Edge Gold™ floor panels ■ Weyerhaeuser recommends using solvent-based subfloor adhe- ■ TJI® joists sives that meet ASTM D3498 (AFG-01) performance standards. When latex subfloor adhesive is required, careful selection is ■ 11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL necessary due to a wide range of performance between brands.

DO DRAINAGE THIS EN 1 4 WN PORE Apply a ⁄ " or larger D Nail panel to joist at 12" on-center in field and 6" on-center along bead of adhesive 3

DO 8 DRAINAGE THIS EN panel edges. Apply fasteners ⁄ " from panel edges. WN PO

R E D ■ 3 1 DO DRAINAGE WN POR For ⁄4" panels, use 8d (0.131" x 2 ⁄2") or 6d (0.120" x 2") THIS EN E D

D DRAINAGEOW N deformed-shank nails or other code-approved fasteners. P T ■ For 7⁄8" panels, use 8d (0.131" x 21⁄2") or 8d (0.120" x 21⁄2")

DO DRAIN WN POR AGE THIS

EN E D deformed-shank nails or other code-approved fasteners. ■ Fully nail floor panel within 10 minutes of applying adhesive (or sooner if required by adhesive manufacturer). At abutting panel edges, ■ Screws may be substituted for the nails noted above if the screws apply two 1⁄4" beads of adhesive have equivalent lateral load capacity. TJI® JOIST FLOOR FRAMING 3

TJI® joist floor framing does not require WARNING bridging or mid-span blocking Joists are unstable until laterally braced. See Warning on cover. See Filler and DO NOT use sawn lumber for Backer Blocks rim board or blocking as it on page 5 Joists must be laterally supported at may shrink after installation. cantilever and end bearings by blocking Use only engineered lumber. panels, hangers, or direct attachment to E1 a rim board or rim joist. H2 Rim board joint between joists

TJI® E2 A1 rim joist A3_ 11⁄8" TJ® Rim Board or 1 ® L3 1 ⁄4" TimberStrand LSL A2 CS B1 H1 L1 L5 B2 B3 Use B1 or B2 at B4 intermediate bearings P with load bearing or shear wall from above End of joists at L2 centerline Safety bracing (1x4 minimum) of support H1 at 8' on-center (6' on-center for L4 TJI® 110 joists) and extended to a braced end wall. Fasten at each joist with two 8d (0.113" x 21⁄2") nails LA minimum (see Warning on cover).

See Exterior Deck 11⁄2" knockouts Structural Attachment on page 4 Protect untreated at approximately sheathing wood from direct 12" on-center H3 contact with See concrete Bearing plate to be Allowable Holes flush with inside on page 1 face of wall or beam Shifted joist Additional joist INSTALLATION TIPS Plumbing drop ■ Subfloor adhesive will improve floor performance, but may not be required.

■ ■ Squash blocks and blocking panels carry stacked vertical When joists are doubled at non-load bearing parallel loads (details B1 and B2). Packing out the web of a TJI® joist partitions, space joists apart the width of the wall for (with web stiffeners) is not a substitute for squash blocks or plumbing or HVAC. blocking panels. ■ Additional joist at plumbing drop (see detail above). DETAIL SCHEDULE End bearings (see page 4) E3 3⁄4" reinforcement both sides Hanger Details (more connector information on page 8) A1 with blocking panels E4 joist reinforcement H1 TJI® joist to beam (see page 8) A2 with TJI® rim joist F1 deck cantilever H2 TJI® joist to joist (see page 5) A3_ with rim board PB1 permanent bracing H3 ® Intermediate bearings* (see page 5) Cantilevers less than 5" (see page 5) TJI joist on masonry wall or steel beam (see page 8) B1 with blocking panels to support E5 3⁄4" reinforcement on one side, load bearing wall above with vertical blocking Other details B4 butting joists with blocking panels B2 with squash blocks to support E6 3⁄4" reinforcement both sides, load bearing wall above with vertical blocking (see above) CS column support (see page 4) B3 without blocking panels or E7 3⁄4" reinforcement on one side, squash blocks (no wall above) with horizontal blocking LA exterior deck attachment (see page 4)

Cantilever details (see page 5) E8 3⁄4" reinforcement on both sides, W web stiffeners (see page 6) with horizontal blocking E1 no reinforcement L beam details (see page 9)

E2 3⁄4" reinforcement on one side P column details (see page 9)

*Load bearing wall must stack over wall below. Blocking panels may be required at shear walls above or below.

JAVELIN® SOFTWARE FRAMING PLANS

A_ B_ E_ ® W W W Web stiffeners required on each side of joist at bearing. Refer to your Javelin framing plan. Bearing requirements as shown on the Javelin® framing plan are job-specific and supersede minimum bearing requirements listed.

FASTENING OF FLOOR PANELS

Guidelines for Closest On-Center Spacing per Row

®(1)(2) TJI Rim board 1 1 ⁄2" ® ® ® Microllam Parallam Nail Size 110, 210, 360 and 11⁄4" TimberStrand LSL 11⁄8" TJ® LVL PSL and 230 560 TimberStrand® LSL or wider

8d (0.113" x 21⁄2"), 8d (0.131" x 21⁄2") 4" 3" 6" 4" 3" 3" 3" 10d (0.148" x 3"), 12d (0.148" x 31⁄4") 4"(3) 4"(3) 6" 4" 4" 4" 4" 16d (0.162" x 31⁄2") 6" 6" 16" 6"(4) 6"(4) 8" 6"

(1) Stagger nails when using 4" on‑center spacing and maintain 3⁄8" joist and panel edge distance. One row of fasteners is permitted (two at abutting panel edges) for diaphragms. Fastener spacing for TJI® joists in diaphragm applications cannot be less than shown in table. When fastener spacing for blocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI® joists. (2) For non-diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least ½" and staggered. (3) Can be reduced to 3" on-center for light gauge steel straps with 10d (0.148" x 1½") nails. (4) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 13⁄8" (to avoid splitting).

■ Recommended nailing is 12" on-center in field and 6" on-center ■ Nailing rows must be offset at least 1⁄2" and staggered. along panel edge. Fastening requirements on engineered drawings ■ 14 ga. staples may be substituted for 8d (0.113" x 21⁄2") supersede recommendations listed above. nails if minimum penetration of 1" into the TJI® joist or ■ Weyerhaeuser recommends using a solvent-based subfloor adhesive rim board is achieved. on all contact points between panels and floor framing. See ■ Maximum spacing of nails is 18" on-center for RECOMMENDED ADHESIVES on page 2. TJI® joists. RIM BOARD DETAILS AND INSTALLATION 4

2x4 or 2x6 stud wall 2x4 or 2x6 stud wall Plate nail Plate nail at 16" on-center at 16" on-center Floor panel nail Floor panel nail When Rim board to TJI® joist Rim board to TJI® joist When panel panel thickness 1 4 ® thickness 1 ⁄ " TimberStrand LSL 7 8 1 ® exceeds ⁄ ", 1 ⁄8" TJ Rim Board or exceeds 7⁄8", rim board 1 ® trim sheathing 1 ⁄4" TimberStrand LSL trim sheathing Attach sheathing per tongue at (see nailing schedule below) tongue at nailing schedule (below) rim board rim board Toe nail Toe nail ® Rim board to TJI® joist Rim board to TJI® joist TJI joist spanning TJI® joist spanning in either direction 12" minimum in either direction Sheathing may be attached ® TJI® joist to plate as shown in A3.4 TJI joist to plate Install proper blocking to Web stiffener required on support all panel edges both sides at A3._W ONLY Web stiffener required on both sides at A3.4W ONLY A3.1 A3.2 A3.3 A3.1 A3.2 A3.3 A3.4 A3.4 W W W W

Rim Board Installation Detail Specifications A3.1(1)(2) A3.2(1)(2) A3.3(1) A3.4(1) Rim Board Thickness 11⁄8" 11⁄4" 11⁄4" 11⁄4" Plate Nail—16d (0.135" x 31⁄2") 16" o.c. 12" o.c. 8" o.c. 12" o.c. Floor Panel Nail—8d (0.131" x 21⁄2") 6" o.c. Rim Board to TJI® Joist—10d (0.131" x 3") One into each flange Toe Nail—10d (0.131" x 3") 6" o.c. 6" o.c. 4" o.c. 6" o.c. TJI® Joist to Plate—8d (0.113" x 21⁄2") Two nails driven at an angle into bottom flange, one each side of web at least 11" from end

7⁄16" structural 1 3⁄8" structural 1 Sheathing sheathing(3) sheathing in all areas(4) Boundary Nailing 8d (0.131" x 21") at 6" o.c. 8d (0.131" x 2½") at 4" o.c. Per Code Per Code Intermediate Nailing 8d (0.131" x 2½") at 12" o.c. (5) Exterior Face Max. Window Opening Height 5'-4" % of Wall with Full Height Sheathing 70% Wall Framing Sheathing 1" gypsum Boundary Nailing Per Code Per Code 5d (0.086" x 15⁄8") at 7" o.c. Face Interior Intermediate Nailing 5d (0.086" x 15⁄8") at 10" o.c. 90 mph Wind Zone None Holdowns 16" o.c. within 10' 16" o.c. within 6' 16" o.c. within 4' none 120 mph Wind Zone of corners(6) of corners(6) of corners(6) (1) All sheathing shall be properly blocked and nailed. (2) Verify the lateral capacity of the wall. Not all types of code-allowed wall construction provide the same lateral resistance. Check with your local building official or design professional of record. (3) Detail A3.3 shall be a segmented wall, location of full-height structural sheathing per code. (4) Sheathing shall be continuous over all plate-to-plate and plate-to-rim-board interfaces and may butt together at mid-depth of rim board as shown in A3.4. At foundation, fasten the bottom edge of the sheathing to the sill plate. (5) In addition, one 6'-8" standard door opening is allowed. (6) If required, holdowns shall be Simpson Strong-Tie® CS20 (or equivalent) straps attached with four 8d (0.131" x 21⁄2") nails at each end. As an alternative to holdown straps, wall sheathing may be attached as shown in A3.4. See footnote 4. FLOOR DETAILS

Blocking panel: Plate nail 11⁄8" TJ® Rim Board, Plate nail Web stiffener required on 11⁄4" TimberStrand LSL, both sides at A2W ONLY or TJI® joist

Rim-to- joist nail

Toe nail Toe nail TJI® rim joist Web stiffener required on both sides at A1W ONLY

A1 A1 Attach blocking per A3.1 in rim board A2 A2 Must have 1¾" minimum joist bearing at ends. Attach W installation table above W rim joist per A3.1 in rim board installation table above.

Exterior Deck Attachment

Load from above Structural exterior sheathing 11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL Flashing

Treated 2x_ ledger

2x4 minimum 1⁄16" squash blocks Maintain 2" distance (minimum) from edge of ledger to fastener

CS Use 2x4 minimum squash blocks to transfer load LA Corrosion-resistant fasteners required for around TJI® joist wet-service applications FLOOR DETAILS 5

Load bearing or braced/shear wall above (must stack over wall below) No load bearing wall above

Blocking panel: 11⁄8" TJ® Rim Board, 11⁄4" TimberStrand LSL, or TJI® joist

2x4 minimum squash blocks

1⁄16" B1 B1W

Web stiffener required on both Web stiffener required on sides at B1W or B2W ONLY. both sides at B3W ONLY.

B2 B2W Blocking panels may be required with braced/ B3 B3W Blocking panels may be required with braced/ shear walls above or below—see detail B1 shear walls above or below—see detail B1

CANTILEVER DETAILS

At PB1, cantilever back span 8" diameter maximum hole for 117⁄8"–16" 11⁄8" TJ® Rim Board or must be permanently braced deep blocking panels; 6" diameter maximum 11⁄4" TimberStrand® LSL with either direct-applied ceiling for blocking panels 91⁄2" deep or shorter than closure, typical along entire length or permanent 12" long. Do not cut flanges. bracing at 1⁄3 points. See detail below for connections. Web stiffener 4'-0" length of 3⁄4" required on both E1 sides at E1W ONLY reinforcement (2'-0" maximum cantilever) on one side at E2, 11⁄8" TJ® Rim Board or 1 ® both sides at E3. Attach to joist 1 ⁄4" TimberStrand LSL, 1 1 ⁄3 E2 flange with 8d (0.131" x 2 ⁄2") typical. Nail with nails at 6" on-center. When 10d (0.131" x 3") nails, E3 reinforcing both sides, one each at top and stagger nails. bottom flange. 1 ⁄3 E1W 8' max., typical E4

1 ⁄3 PB1

Cantilever length E5 4'-0" maximum (uniform loads only) E6 E8 F1

1 ⁄2 times cantilever length E7 1 Nail through 2x_ cantilever, wood backer, and TJI® joist web with 2 rows 10d (0.148" x 3") nails at 6" on-center, 12" length of 3⁄4" clinched. Use 16d (0.135" x 31⁄2") nails Wood ® reinforcement on one side at backer with TJI 560 joists. F1 applies to E5/E7, both sides at E6/E8. uniformly loaded joists only. Attach to joist flanges with ® one 8d (0.131" x 21⁄2") nail 6'-0" length of TJI joist reinforcement (2'-0" at each corner. Less than maximum cantilever) and filler block at E4. Attach 5" to joist web with 3 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Use 4'-0" length with 91⁄2" Blocking panel between each joist. Nail rim to blocking panel and 7 ® Full depth vertical blocking at E5 and blocking panel to plate with and 11 ⁄8" TJI joists, and attach to joist web with E6, horizontal blocking at E7 and E8. connections equivalent to floor 2 rows 10d (0.148" x 3") nails at 6" on-center, ® panel schedule (E7 and E8) clinched. Not for use with TJI 560 joists.

Two 21⁄2" screws for 2x_ strapping connections Apply subfloor adhesive to all contact surfaces When specified on the layout, one of the bracing options shown at right is required Two 8d (0.113" x 21⁄2") nails or 21⁄2" screws, typical

PB1 Directly applied ceiling

FILLER AND BACKER BLOCKS

HANGER BACKER BLOCK Install tight to top flange (tight to bottom flange with face mount hangers). ■ Single-Family Applications: Attach with ten 10d (0.128" x 3") nails, clinched when possible. ■ Multi-Family Applications: Attach with fifteen 10d (0.128" x 3") nails, clinched when possible.

Filler and Backer Block Sizes TJI® 110 210 230 or 360 560 Depth 9½" or 14" 9½" or 14" or 16" 9½" or 14" or 16" 9½" or 14" or 117⁄8" 117⁄8" 117⁄8" 117⁄8" 16" Backer block both Filler 3 3 sides of web with (1) 2x6 + ⁄8" 2x8 + ⁄8" 2x6 + ½" 2x8 + ½" Two Two H2 single TJI® joist Block 2x6 2x8 sheathing sheathing sheathing sheathing 2x6 2x8 (Detail H2)

3 3 DOUBLE TJI® JOIST FILLER BLOCK Cantilever 2x6 2x10 2x6 + ⁄8" 2x10 + ⁄8" 2x6 + ½" 2x10 + ½" Not Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable ■ Single-Family Applications: Attach with (Detail E4) long long 4'-0" long 6'-0" long 4'-0" long 6'-0" long ten 10d (0.128" x 3") nails, clinched. Backer Use ten 16d (0.135" x 31⁄2") nails from Block(1) ® 5⁄8" or ¾" ¾" or 7⁄8" 7⁄8" or 1" net 2x6 2x8 each side with TJI 560 joists. (Detail F1 or H2) ■ Multi-Family Applications: Attach with

fifteen 10d (0.128" x 3") nails, clinched. (1) If necessary, increase filler and backer block height for face mount hangers and maintain 1⁄8" gap at Use fifteen 16d (0.135" x 31⁄2") nails top of joist. See detail W. Filler and backer block dimensions should accommodate required nailing from each side with TJI® 560 joists. without splitting. The suggested minimum length is 24" for filler and 12" for backer blocks. WEB STIFFENERS—FLOOR AND ROOF APPLICATIONS 6

Gap: 1⁄8" minimum WEB STIFFENER REQUIREMENTS 23⁄4" maximum 1" 1 2 1 Three 8d (0.113" x 2 ⁄ ") (1 ⁄2" for nails, clinched. Use three Required at all TJI® 560 16d (0.135" x 31⁄2") nails birdsmouth cuts. joists) for TJI® 560 joists. Web stiffener both sides. Required at all See sizes below. sloped hangers. W Tight fit Required if the sides of the hanger do not extend to WEB STIFFENER SIZES laterally support at least 3⁄8" ® ■ TJI® 110 joists: 5⁄8" x 25⁄16" minimum(1) of the TJI joist top flange. ■ TJI® 210 joists: 3⁄4" x 25⁄16" minimum(1) ■ TJI® 230 and 360 joists: 7⁄8" x 25⁄16" minimum(1) Only required at intermediate ■ TJI® 560 joists: 2x4, construction grade or better bearing locations when noted on framing plan. (1) PS1 or PS2 sheathing, face grain vertical

TYPICAL ROOF AND WALL FRAMING

DETAIL SCHEDULE

Roof details (see page 7) R8 2x4 outrigger and filler with Other details birdsmouth cut R1 on bevel plate O 2x_ overhang at end wall R9 R1 2x4 outrigger without filler W on bevel plate with web stiffeners SB shear blocking (see page 8) R10 2x4 outrigger with filler R3 with variable slope seat connector W web stiffeners R10 R3 W 2x4 outrigger with filler and web stiffeners W with seat connector and web stiffeners Hanger details (see page 8) R14 ridge detail R5 with birdsmouth cut H5 slope adjusted hanger R14 ridge detail, with web stiffeners R7 intermediate bearing W H6 header on slope

R7 W intermediate bearing with web stiffeners

Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist. Safety bracing (1x4 minimum) See Filler and Backer at 8' on-center (6' on-center for Blocks, page 5 TJI® 110 joists) and extended to a braced end wall. Fasten at each H5 joist with two 8d (0.113" x 21⁄2") R14 nails minimum. (See Warning on cover).

R10 H6 2x4 block for Blocking panels or soffit support shear blocking optional R7 for joist stability at intermediate supports

O R9

R3 24" R1 max. R5 R1 Install cripples tight to king stud WARNING at each end of R10 Joists are unstable until header laterally braced. See Warning on cover.

Joists must be laterally supported at cantilever Double joist and end bearings by shear blocking, hangers, or may be R8 direct attachment to a rim board or rim joist required

Notch around Let-in Ceiling Joists TJI® joist top bracing flange Ceiling joist must be braced at 18" on-center Lateral bracing Studs must be Safety bracing. required at doubled when Lack of proper See end bearings notched in middle bracing can third of length. Allowable result in serious Holes, Refer to hole charts accidents. for allowable holes page 1 and notches.

TimberStrand® LSL blocking: – 1 row at 10'–16' height Do not bevel cut – 2 rows at 16'–24' height joist beyond inside – 3 rows at 24'–30' height 24" face of wall maximum ROOF DETAILS 7

Shear blocking: 1 ® 1 ⁄8" TJ Rim Board, V-cut shear blocking: 11⁄4" TimberStrand® LSL, 11⁄4" TimberStrand® LSL ® or TJI joist rim board

Web stiffener Web stiffener required on both required on both sides at R1W ONLY sides at R3W ONLY

Beveled bearing plate required when Variable slope slope exceeds 1⁄4:12 seat connector

1 ⁄3 adjacent span maximum 1 R1 R3 ⁄3 adjacent span maximum R1 W R3 W

Intermediate Bearing Blocking panels or shear blocking may be specified for joist stability at intermediate supports

Beveled web stiffener Twist strap and backer block required on both sides. Web stiffener Cut to match roof slope. required at R7S with slopes required on both greater than 3:12. See Nailing sides at R7W ONLY Requirements, page 8.

TJI® joist Beveled flange must bearing plate bear fully on required when plate Birdsmouth slope exceeds cut must not 2'-0" 1⁄4:12 maximum overhang inside face 2x4 block for of plate soffit support R5 R7 R7 R7 Birdsmouth cut allowed at low end of joist only W S 2 rows 8d 2x4 one side. Use 2x6 (0.113" x 21⁄2") if joist spacing is greater nails at 2x4 one side. Use 2x4 4'-0" than 24" on-center. 8" on‑center both sides if joist minimum spacing is greater

4'-0" than 24" on-center.

minimum 11⁄2"

10d (0.128" x 3") nails at 8" on-center

2'-0" Beveled 2x4 block Beveled 2x4 block with maximum 2'-0" beveled web stiffener maximum on opposite side of web Beveled web stiffener on both sides

R8 R9 Birdsmouth cut allowed at low end of joist only Birdsmouth cut allowed at low end of joist only

2 rows 8d (0.113" x 21⁄2") 2x4 one side. Use 2x4 both nails at sides if joist spacing is LSTA18 (Simpson or USP) 8" on‑center greater than 24" on-center strap with twelve Additional blocking 1 10d (0.148" x 1 ⁄2") nails may be required for 4'-0" shear transfer Filler minimum 11⁄2"

Beveled 2x4 block. Second Strap nails: beveled web stiffener Leave 23⁄8" required on opposite side 2'-0" Double beveled minimum at R10W ONLY bearing plate end distance, maximum Web stiffener when slope typical required on Beveled bearing exceeds 1⁄4:12 plate required when both sides at slope exceeds 1⁄4:12 R14W ONLY

R10 R14 R10 W R14 W FRAMING CONNECTORS 8

APPROVED HANGERS Hanger height must be a minimum of 60% ■ The following manufacturers are approved to supply hangers for Trus Joist® products: of joist depth – Simpson Strong-Tie Co., Inc.: 1-800-999-5099 – USP Structural Connectors: 1-800-328-5934 Top mount ■ Hanger design loads differ by support type and may exceed the hanger capacity of the support and/or supported member. Contact your Weyerhaeuser representative or refer to Weyerhaeuser software. Face mount hanger

NAILING REQUIREMENTS Web stiffeners required if the sides of H1 the hanger do not laterally support at ■ Fill all round, dimple, and positive angle holes with the proper least 3⁄8" of the TJI® joist top flange nails. Hanger nails are usually a heavier gauge because of the higher loads they need to carry. ■ Unless specified otherwise, full capacity of straps or connectors can only be achieved if the following nail penetration is provided: FACE MOUNT TOP MOUNT Flush bearing plate required. Maximum 1⁄4" overhang 10d (0.148" x 11⁄2") 11⁄2" minimum 11⁄2" minimum permitted at beam. 10d (0.148" x 3") 13⁄4" minimum 3" minimum 16d (0.162" x 31⁄2") 2" minimum 31⁄2" minimum

■ Top mount hangers should be fastened to TJI® joist headers with 10d (0.148" x 11⁄2") nails. Fasten face mount hangers to 31⁄2" or wider TJI® joist headers with 10d (0.148" x 3") or 16d (0.162" x 31⁄2") nails. H3

LSTA24 (Simpson or USP) strap with twelve 10d (0.148" x 11⁄2") CONNECTOR INSTALLATION AND SQUEAK PREVENTION TIPS nails required at H5S with slopes greater than 3:12 ■ Nails must be completely set. Additional blocking may be ■ Leave 1⁄16" clearance between the member and the support required for shear transfer member or hanger. ■ Joist to beam connections require hangers; do not toenail. ■ Seat the supported member tight to the bottom of the hanger. On Simpson Strong-Tie® VPA connectors, bend the bottom flange tabs over and nail to TJI® joist bottom flange. ■ Reduce squeaks by adding subfloor adhesive to the hanger Strap nails: Leave seat. 23⁄8" minimum end distance Variable slope joist hanger. H5 H5S Beveled web stiffener required on both sides. Filler block: Attach with ten Backer block: Install tight to bottom flange 10d (0.128" x 3") nails, clinched. (tight to top flange with top mount hangers). Attach with ten 10d (0.128" x 3") nails, Use ten 16d (0.135" x 31⁄2") nails from each side with TJI® 560 joists. clinched when possible.

Strap nails: Leave 23⁄8" minimum end distance

LSTA18 strap required at H6S Variable slope joist hanger. Beveled H6 H6S with slopes greater than 3:12 web stiffeners required on both sides.

SHEAR BLOCKING AND VENTILATION HOLES (Roof Only)

1 1 1 TJ® Rim Board or TimberStrand® LSL for shear blocking ⁄3 ⁄3 ⁄3 (between joists). Field trim to match joist depth at outer edge of wall or locate on wall to match joist depth. 1⁄2

For TJI® joists with slopes of 10:12 to 12:12, the 1⁄2 vertical depth of shear blocking at bearing will require 11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL that is one size deeper than the TJI® joist. DO NOT use SB Maximum allowable V-cut 11⁄8" TJ® Rim Board in ventilation-hole applications.

TJI® JOIST NAILING REQUIREMENTS AT BEARING

TJI® Joist to Bearing Plate Blocking to Bearing Plate End Bearing Intermediate Bearing (13⁄4" minimum bearing required) (31⁄2" minimum bearing required)

One 8d (0.113" x 21⁄2") 11⁄8" TJ® Rim Board or nail each side, 11⁄2" Slopes 3:12 or less: 11⁄4" TimberStrand® LSL: minimum from end One 8d (0.113" x 21⁄2") nail each side. See Toenail with 10d (0.131" x 3") nails at 6" detail R7. on-center or 16d (0.135" x 31⁄2") nails at When slope exceeds 1⁄4:12, a beveled Slopes greater than 3:12: 12" on-center Two 8d (0.113" x 21⁄2") nails each side, plus a bearing plate, variable slope seat TJI® joist blocking: twist strap and backer block. See detail R7S. connector, or birdsmouth cut (at low 10d (0.128" x 3") nails at 6" on-center end of joist only) is required. Shear transfer nailing: When slope exceeds 1⁄4:12 for a 2x4 wall or Minimum, use connections equivalent to 1⁄8:12, for a 2x6 wall, a beveled bearing plate sheathing nail schedule or variable slope seat connector is required. BEAM AND COLUMN DETAILS 9

Bearing length is extremely critical and must be Rim board or blocking for lateral support considered for each application. See Minimum Bearing Length table below for minimum end L1 and intermediate bearing lengths, and your Cut only round holes and only in the center of Javelin® framing plan, if applicable. beam (see Allowable Holes , page 2)

This guide is intended for the products L3 Top mount hanger shown in dry-use conditions Face mount hanger Parallam® PSL or TimberStrand® LSL L3 column 1 ⁄3 of Span

Parallam® PSL or If short span is less than TimberStrand® LSL L5 adjacent span, additional column with column cap considerationL2 may be required Intermediate Strap per code if support top plate is not continuous over P1 P2 header

Protect MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. untreated L4 Optional P3 wood from non-shrink Piece # of Fastener direct contact grout Width Plies Type(1) Min. Length # Rows O.C. Spacing Location with concrete 10d nails 3" 3(2) 12" 2 12d−16d nails 31⁄4" 2(2) One side Screws 33⁄8" or 3½" 2 24" When fasteners are required on both sides, 10d nails 3" 3(2) 12" Both sides stagger fasteners on the second side so they fall 12d−16d nails 31⁄4" 2(2) halfway between fasteners on the first side. 3 1¾" 33⁄8" or 3½" Both sides Screws 2 24" 5" One side 10d nails(3) 3" 3(2) One side 12" 12d−16d nails(3) 31⁄4" 2(2) (per ply) 4 5" or 6" Both sides Screws 2 24" 6¾" One side 5" or 6" Both sides L6 Multiple pieces can be nailed or bolted Screws 2 24" together, up to a maximum width of 7" 31⁄2" 2 6¾" One side 1⁄2" bolts 8" 2 24" – MULTIPLE-MEMBER CONNECTIONS FOR (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148"–0.162" diameter; screws are SIDE-LOADED BEAMS SDS, SDW, USP WS, or TrussLOK®. ■ Additional nailing or bolting may be required (2) An additional row of nails is required with depths of 14" or greater. with side-loaded multiple-member beams. (3) When connecting 4-ply members, nail each ply to the other and offset rows by 2" from Refer to current product literature. the rows in ply below. DETAIL SCHEDULE Beam and header details Column details

L1 bearing at wood wall L4 bearing at concrete wall P1 beam on column cap

L2 bearing for door or window header L5 bearing at wood or steel column P2 column base

L3 beam to beam connection L6 connection of multiple pieces P3 elevated column base

BEAM AND HEADER BEARINGS

Minimum Bearing Length for Beams and Headers Span of Header or Beam Beam Depth Bearing 4' 6' 8' 10' 12' 16' 20' 24' 28' 51⁄2" End/Int. 21⁄4" / 41⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 71⁄4" End/Int. 31⁄2" / 61⁄4" 21⁄4" / 51⁄2" 13⁄4" / 41⁄4" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 85⁄8" End/Int. 31⁄2" / 81⁄2" 21⁄4" / 53⁄4" 13⁄4" / 41⁄4" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 91⁄4", 91⁄2" End/Int. 41⁄4" / 8" 31⁄4" / 71⁄2" 21⁄2" / 61⁄4" 2" / 51⁄4" 11⁄2" / 4" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 11⁄2" / 31⁄2" 111⁄4", 117⁄8" End/Int. 4" / 91⁄4" 31⁄4" / 8" 21⁄4" / 6" 13⁄4" / 43⁄4" 11⁄2" / 4" 11⁄2" / 31⁄2" 14" End/Int. 41⁄2" / 103⁄4" 31⁄4" / 81⁄4" 21⁄2" / 61⁄2" 2" / 51⁄2" 13⁄4" / 43⁄4" 16" End/Int. 41⁄4" / 101⁄2" 31⁄4" / 81⁄2" 23⁄4" / 7" 21⁄4" / 6" 18" End/Int. 41⁄4" / 101⁄2" 31⁄4" / 83⁄4" 23⁄4" / 71⁄2" 20" End/Int. 41⁄4" / 103⁄4" 31⁄2" / 91⁄4"

■ Minimum bearing length: 11⁄2" at ends, 31⁄2" at intermediate supports. ■ Bearing across full beam width is required. ■ Bearing lengths shown are based on bearing stress for TimberStrand® LSL, Microllam® LVL, or Parallam® PSL. If the support member’s allowable bearing stress is lower (e.g., when bearing on a flat wood plate), bearing lengths may need to be increased. ■ Table assumes maximum allowable uniform load. For other conditions, contact your Weyerhaeuser representative. ■ Beams and headers require lateral support at bearing points and along the top (or compression DO NOT overhang seat cuts edge) at 24" on-center or closer. on beams beyond inside face of support member ■ 1 3⁄4"-thick members that are 16" or deeper must be used in multiple-ply units only.

Beam Attachment at Bearing

11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL One 10d (0.128" x 3") nail each side of member at bearing, 11⁄2" minimum from end

Drive nails at an angle to minimize splitting of plate 1 ∕8 0 4 8 12 16 20 24 28 32 36 40 20 18 16 14 12 10 8 6 4 2 0 1⁄4 OUR GUARANTEE

For conditions not shown in this guide, or other assistance, contact yourWeyeraheuser representative or call 1-888-453-8358 CODE EVALUATIONS, See TJI® Joists ■ ICC ES ESR-1153 ■ CCMC 13132-R pending TimberStrand® LSL ■ ICC ES ESR-1387 ■ CCMC 12627-R Parallam® PSL ■ ICC ES ESR-1387 ■ CCMC 11161-R Microllam® LVL ■ ICC ES ESR-1387 ■ CCMC 08675-R TJ® Rim Board ■ ICC ES ESR-1387 ■ CCMC 13261-R

WARNING: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coatings on this product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the State of California to cause cancer. For more information on Proposition 65, visit wy.com/inform.

PRODUCT STORAGE Have a damaged joist or beam? File a damage report online for prompt service from your regional Store and handle joists in vertical technical office. Scan the QR code orientation. with your smartphone or go to woodbywy.com/support.

Protect products from sun and water.

CAUTION: Wrap is slippery

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, Weyerhaeuser, Javelin, Microllam, Parallam, TimberStrand, May 2013 • Reorder TJ-9001 TJ, TJI, and Trus Joist are registered trademarks and Edge Gold This document supersedes all previous versions. If this is more than one year old, is a trademark of Weyerhaeuser NR. © 2013 Weyerhaeuser NR contact your dealer or Weyerhaeuser rep. Company. All rights reserved. Printed in the USA.