BeamS, HeadeRS, AND COLUMNS

#TJ-9000 SPECIFIER’S GUIDE

BEAMS, HEADERS,AND COLUMNS

Featuring Trus Joist® TimberStrand® LSL,Microllam® LVL, and Parallam® PSL

• Uniform and Predictable • M inimal Bowing, Twisting,

and Shrinking • Strong and Straight • Limited Product Warranty

The products in this guide are readily Why Choose Trus Joist® Beams, Columns, and Headers?available through our n­ ationwidenetwork of distributors and dealers. For • Reliable performancemore information on other applications • C onsistent quality and dependable uniformityor other Trus Joist® products, contact • Flexible solutions for your beam and header needsyour Weyerhaeuser representative. • Backed by a limited product warranty

TABLE OF CONTENTS Using advanced technology, Weyerhaeuser manufactures engineered lumber that is consistently straight and strong, and resists bowing, twisting, and shrinking. That means less waste, easier installation, and higher design values for starters; plus fewer callbacks, shorter cycle times, more design flexibility, and lower overall installed cost in the end. Trus Joist® TimberStrand® LSL, Microllam® LVL, and Parallam® PSL are structural solutions you can count on—guaranteed.

Design Properties 4–5 This guide features Trus Joist® engineered lumber in the followingGeneral Assumptions 5 widths and depths:Sizing Tables 6–7 TimberStrand® LSL 3½" x 85⁄8" Window and Door Headers 8–9 Headers Supporting Roof 10–11 1.55E TimberStrand® LSL sizes: Ridge Beams Widths: 1¾" and 3½" Headers Supporting Floor 12–13 Depths: 9¼", 9½", 11¼", 117⁄8", 14", and 16" and Roof 14–15 1.3E TimberStrand® LSL header sizes: Floor Beams Width: 3½"Floor Load Tables 16–17 Depths: 43⁄8", 5½", 7¼", 85⁄8", 9¼", and 11¼" 18–19 1.3E TimberStrand® LSL column and post sizes: TimberStrand® LSL 20–21 3½" x 3½" 3½" x 43⁄8" 3½" x 5½" 31⁄2" x 7¼" Microllam® LVL Parallam® PSL 22–23 Microllam® LVLSnow Roof Load Tables 24–25 2.0E Microllam® LVL header and beam sizes: 26–27 Width: 1¾" TimberStrand® LSL Depths: 5 ½", 7¼", 9¼", 9½", 11¼", 117⁄8", 14", 16", 18", and 20" Microllam® LVL 28–29 Parallam® PSL 30–31 Parallam® PSL 51⁄4" x 7" 7" x 7"Non-Snow Roof Load Tables 32–33 2.0E Parallam® PSL header and beam sizes: TimberStrand® LSL 34 Widths: 3½", 5¼", and 7" Microllam® LVL Depths: 9¼", 9½", 11¼", 117⁄8", 14", 16", and 18" Parallam® PSL 34–35 1.8E Parallam® PSL column and post sizes:Beam Details 35 31⁄2" x 31⁄2" 31⁄2" x 51⁄4" 31⁄2" x 7" 51⁄4" x 51⁄4"Window and Door 36Header Details 36Nailing on Narrow Face 37Allowable Holes Bearing Length Requirements 38–39Tapered End Cuts 40–41Multiple-Member 42–43Connections Framing Connectors 44Columns Product Warranty

For deeper depth Parallam® PSL beams, see the Trus Joist® 2.2E Parallam® PSL Deep Beam guide, ­TJ-7001, or contact your Weyerhaeuser representative.

Some sizes may not be available in your region.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

2

TECHNICAL LITERATStructural SolutionsURE

Trus Joist® TimberStrand®Laminated Strand Lumber (LSL)

• One-piece members reduce labor time• Every piece is straight and strong• Unique properties allow you to drill larger holes through

1.55E TimberStrand® LSL. See Allowable Holes on page 36.

TimberStrand® LSL Grade Verification

TimberStrand® LSL is available in more than one grade. The product isstamped with its grade information, as shown in the examples below. With1.55E TimberStrand® LSL, larger holes can be drilled through the beam.

Actual stamps shown.Code Evaluations: See ICC ES ESR-1387

Trus Joist® Microllam®Laminated Veneer Lumber (LVL)

• Can easily be built up on site to reduce heavy lifting• Offers reliable and economical solutions for beam and header applications• Manufacturing process minimizes many of the natural inconsistencies

found in wood• A vailable in some regions with a Watershed™ overlay for on-site

weather ­protectionCode Evaluations: See ICC ES ESR-1387

Trus Joist® Parallam®Parallel Strand Lumber (PSL)

• A llows long spans for open floor plans without intermediate posts or columns• Has warm, unique grain that is perfect for applications with exposed beams• Provides ideal solutions for cantilever and multi-span applications• Solid sections save time on site assembly• Available in some regions with preservative treatment for exterior

applicationsCode Evaluations: See ICC ES ESR-1387

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

3

dESIGN PROPERTIES

Allowable Design Properties(1) (100% Load Duration)

Grade Width Design Property 43⁄8" 51⁄2" 51⁄2" 71⁄4" 85⁄8" Depth 111⁄4" 117⁄8" 14" 16" 18" 20" Plank 91⁄4" 91⁄2" 2,685 Orientation 10,520 7,975 10,920 14,090 19,375 23,580 5,455 11,155 4,295 5,065 5,785 5,985 6,650 TimberStrand® LSL 244 400 597 851 1,167 49 415 6.5 8.8 9.2 10.2 Moment (ft-lbs) 1,735 5.6 1,780 4,550 6,335 7,240 11.5 15,955 7.7 28,180 43,665 9,175 7,195 8,590 21,840 11,575 12,1801.3E 31⁄2" Shear (lbs) 4,340 1,925 7,190 8,555 231 4,070 488 10,125 1,195 1,7011.55E 20 111 187 9.4 208 17.5 19.7 Moment of Inertia (in.4) 24 4,950 6.2 13 800 65,495 3,345 14,390 15.3 15,555 18,270 Weight (plf) 4.5 5.6 7.4 8.8 115 8,140 8,925 5,320 2,552 5.1 415 3,950 12,130 597 29.5 Moment (ft-lbs) 9,905 5,210 12.3 244 4,655 8.2 87,325 6,690 3,435 6.1 400 24,360 13⁄4" Shear (lbs) 231 125 8,070 34,955 3,402 Moment of Inertia (in.4) 10.1 5.2 3,740 19,900 7.1 10,825 39.4 10,420 208 8,035 1,195 Weight (plf) 6,870 5.7 488 27,160 17.5 250 13.0 9,475 52,430 Moment (ft-lbs) 10.4 17,970 29,855 800 16,240 7,615 12,055 15.3 1,792 31⁄2" Shear (lbs) 415 733 40,740 26.3 Moment of Inertia (in.4) 12.3 19.5 14,210 69,905 26,955 39,805 1,201 21,655 Weight (plf) 11,420 16,070 23.0 2,389 623 977 54,325 35.0 Moment (ft-lbs) 2,125 Microllam® LVL 5,600 5,885 18.5 26.0 18,945 1,830 3,555 3,075 3,160 35,940 1,6012.0E 13⁄4" Shear (lbs) 2,410 115 125 15,225 30.6 Moment of Inertia (in.4) 24 4.7 4.8 831 2.8 56 24.6 Weight (plf) 3.7 Parallam® PSL

Moment (ft-lbs) 12,415 13,055 6,260 6,430 31⁄2" Shear (lbs) 231 250 Moment of Inertia (in.4) 10.1 10.4 18,625 19,585 Weight (plf) 9,390 9,645 346 375 Moment (ft-lbs) 15.2 15.6 24,830 26,1152.0E 51⁄4" Shear (lbs) 12,520 12,855 Moment of Inertia (in.4) 462 500 20.2 20.8 Weight (plf)

Moment (ft-lbs)

7" Shear (lbs) Moment of Inertia (in.4)

Weight (plf)

(1) For product in beam orientation, unless otherwise noted.

Some sizes may not be available in your region.

Product Protect product from sun and water Storage

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Use support blocks (6x6 or larger) at 10' on-center to keep bundles 8T8ru8s.4Jo5i3st.8.c3o5m8 out of mud and water

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

4

dESIGN PROPERTIES

Design Stresses(1) (100% Load Duration)

Grade Orientation G E AdjEumsinted FlexFub ral TenFstion CompFrce⊥ssion CompFrcellssion HorizFov ntal SG Shear Modulus Modulus Stress(3) Stress(4) Perpendicular Parallel Shear Parallel Equivalent Modulus of Elasticity of Elasticity(2) to Grain Specific of Elasticity (psi) (psi) to Grain(5) (psi) to Grain Gravity(6) (psi) (psi) (psi) (psi) (psi)

TimberStrand® LSL

1.3E Beam/Column 81,250 1.3 x 106 660,750 1,700 1,075 710 1,835 425 0.50(7) 1.55E Plank 81,250 1.3 x 106 635(9) 1,835 150 0.50(7) Beam 96,875 1.55 x 106 660,750 1,900(8) 1,075 900 2,170 310(10) 0.50(7) 2.0E Beam 125,000 2.0 x 106 787,815 2,325 1,070(10) 750 0.50 1.8E 2.0E Column 112,500 1.8 x 106 Microllam® LVL 425(11) 0.50 Beam 125,000 2.0 x 106 750 0.50 1,016,535 2,600 1,555 2,510 285

Parallam® PSL

914,880 2,400(11) 1,755 2,500 190(11)

1,016,535 2,900 2,025 2,900(12) 290

(1) Unless otherwise noted, adjustment to the design stresses for duration of load are permitted (6) For lateral connection design only. in accordance with the applicable code. (7) Specific gravity of 0.58 may be used for bolts installed perpendicular to face and loaded(2) Reference modulus of elasticity for beam and column stability calculations, per NDS®. p­ erpendicular to grain.

[ ](3) For 12" depth. For other depths, multiply Fb by the appropriate factor as follows: (8) Values are for thickness up to 31⁄2".

– For TimberStrand® LSL, multiply by 12 0.092 (9) For members less than 1¾" thick and in plank orientation, use Fc⊥ of 670 psi. d NDS® bearing area factor Cb = 1.0.[ ] 12 – For Microllam® LVL, multiply by d 0.136 (10) Value accounts for large hole capabilities. See Allowable Holes on page 36.

[ ] 12 0.111 (11) Value shown is for plank orientation. – For Parallam® PSL, multiply by d

(4) Ft has been adjusted to reflect the volume effects for most standard applications. (12) F or column applications, use Fcll of 500 psi. Alternatively, refer to ESR-1387, Table 1,(5) Fc⊥ may not be increased for duration of load. footnote 15.

General Assumptions for Trus Joist® Beams Beam Orientation Column Orientation■ L ateral support is required at bearing and along the span at 24" on-center, maximum.

■ B earing lengths are based on each product’s bearing stress for applicable grade and orientation.

■ All members 71⁄4" and less in depth are restricted to a maximum deflection of 5⁄16".

■ Beams that are 13⁄4" x 16" and deeper require multiple plies.

■ N o camber.

■ B eams and columns must remain straight to within 5L2⁄4608 (in.) of true alignment. L is the unrestrained length of the member in feet.

■ T ables on pages 8–15 include load reductions applied in accordance with code.

For applications not covered in this brochure, contact your Weyerhaeuser representative.See pages 38 and 39 for multiple-member beam connections.

TimberStrand® LSL, Microllam® LVL, and Plank Orientation untreated Parallam® PSL are intended

for dry-use applications

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

5

SIZING TABLES

How to Use This Table

1. Determine Header Condition.2. Locate Rough Opening.3. Determine loading and House Depth.4. Select TimberStrand® LSL header depth.Note: Bold italic indicates that a 31⁄2" x 51⁄2" TimberStrand® LSL header can beinstalled in plank orientation in a 2x6 wall.Also see General Notes on page 7.

1.3E TimberStrand® LSL

31⁄2" Wide 1.3E TimberStrand® LSL Window and Door Headers

Non-Snow Area 125% Snow Area 115%

Header Rough Roof Load = 20LL + 15DL Roof Load = 30LL + 15DL Roof Load = 40LL + 15DL Roof Load = 55LL + 15DL Condition Opening Floor Load = 40LL + 12DL Floor Load = 40LL + 12DL Floor Load = 40LL + 12DL Floor Load = 40LL + 12DL Roof Only 3'-2" House Depth House Depth House Depth House Depth House 3'-8" 24' 28' 32' 24' 28' 32' 24' 28' 32' Depth 4'-2" 24' 28' 32' 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 4'-8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 5½" 5½" 5½"Floor – One Story 5'-2" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 5½" 5½" 5½" 5½" 5½" 5½" 5½" 5'-8" 43⁄8" 43⁄8" 43⁄8" 5½" 5½" 5½" 5½" 5½" 5½" 71⁄4" 71⁄4" 71⁄4" Roof Plus 6'-2" 43⁄8" 43⁄8" 43⁄8" 5½" 5½" 5½" 5½" 71⁄4" 71⁄4" 71⁄4" 71⁄4" 71⁄4" One Story 6'-8" 43⁄8" 43⁄8" 5½" 5½" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 85⁄8"(2) (Bearing) 7'-2" 5½" 5½" 5½" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 85⁄8" 85⁄8" 85⁄8"(2) 8'-2" 7¼" 7¼" 7¼" 7¼" 85⁄8" 85⁄8" 85⁄8" 85⁄8"(2) 9¼"(2) 9'-2" 5½" 5½" 5½" 7¼" 85⁄8" 85⁄8" 85⁄8" 85⁄8" 85⁄8" 85⁄8" 9¼"(2) 11¼"(2) 3'-2" 85⁄8" 85⁄8" 85⁄8" 85⁄8" 9¼"(2) 11¼"(2) 11¼"(2) 11¼"(2) 11¼"(2) 3'-8" 5½" 7¼" 7¼" 9¼" 9¼" 11¼"(2) 11¼" 11¼"(2) 11¼"(2) 111⁄4"(2) 4'-2" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 4'-8" 7¼" 7¼" 7¼" 43⁄8" 43⁄8" 5½" 43⁄8" 43⁄8" 5½" 43⁄8" 43⁄8" 5½" 5'-2" 5½" 5½" 5½" 5½" 5½" 5½" 5½" 5½" 5½" 5'-8" 7¼" 7¼" 7¼" 5½" 5½" 7¼" 5½" 5½" 71⁄4" 5½" 5½" 7¼" 6'-2" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 6'-8" 85⁄8" 85⁄8" 85⁄8" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7¼" 7'-2" 85⁄8" 85⁄8" 9¼" 7¼" 7¼" 85⁄8" 7¼" 7¼" 85⁄8" 71⁄4" 7¼" 85⁄8" 8'-2" 71⁄4" 85⁄8" 85⁄8" 7¼" 85⁄8" 85⁄8" 71⁄4" 85⁄8" 85⁄8" 9'-2" 43⁄8" 43⁄8" 43⁄8" 85⁄8" 85⁄8" 91⁄4"(2) 85⁄8" 85⁄8" 9¼"(2) 85⁄8" 85⁄8" 9¼"(2) 3'-2" 43⁄8" 43⁄8" 5½" 9¼" 11¼"(2) 11¼"(2) 91⁄4" 11¼"(2) 11¼"(2) 91⁄4" 11¼"(2) 11¼"(2) 3'-8" 5½" 5½" 5½" 11¼" 11¼"(2) 11¼" 11¼"(2) 11¼" 11¼"(2) 4'-2" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 5½" 43⁄8" 5½" 5½" 4'-8" 5½" 5½" 7¼" 43⁄8" 5½" 5½" 5½" 5½" 5½" 5½" 5½" 7¼" 5'-2" 5½" 5½" 5½" 5½" 5½" 71⁄4" 7¼" 7¼" 7¼"(2) 5'-8" 7¼" 7¼" 7¼" 5½" 7¼" 7¼" 7¼" 7¼" 71⁄4" 7¼" 7¼"(2) 85⁄8"(2) 6'-2" 7¼" 7¼" 7¼" 7¼" 7¼" 85⁄8"(2) 7¼"(2) 85⁄8"(2) 85⁄8"(2) 6'-8" 7¼" 7¼" 7¼" 7¼" 7¼" 85⁄8"(2) 7¼" 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 9¼"(2) 7'-2" 7¼" 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 9¼"(2) 85⁄8"(2) 9¼"(2) 11¼"(2) 8'-2" 7¼" 7¼" 85⁄8" 85⁄8" 85⁄8"(2) 9¼"(2) 85⁄8"(2) 9¼"(2) 11¼"(2) 9¼"(2) 11¼"(2) 11¼"(2) 9'-2" 85⁄8"(2) 9¼"(2) 11¼"(2) 9¼"(2) 11¼"(2) 11¼"(2) 11¼"(2) 11¼"(2) 7¼" 85⁄8" 85⁄8" 11¼"(2) 11¼"(2) 11¼"(2) 11¼"(2) 11¼"(2) 85⁄8" 85⁄8" 9¼"(2) 11¼"(2)

9¼" 11¼"(2) 11¼"(2)

11¼" 11¼"(2)

43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 5½" 5½" 5½"

5½" 5½" 71⁄4"

7¼" 7¼" 7¼"

7¼" 7¼" 7¼"

7¼" 7¼" 85⁄8"

85⁄8" 85⁄8" 85⁄8"(2) 85⁄8" 85⁄8"(2) 85⁄8"(2)

9¼"(2) 11¼"(2) 11¼"(2)

11¼"(2) 11¼"(2) 11¼"(2)

Symbol represents location of TimberStrand® LSL header.

Symbol represents supporting beam or structural bearing wall located at center of house, below floor.

(  ) Symbol represents minimum number of 2x_ trimmers required at end of header. ■ See Bearing Requirements on page 7 for bearing length requirements at ­continuous-span supports.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

6

SIZING TABLES

General Notes Bearing Requirements

■ Tables are based on: Tables assume minimum header support to be one trimmer (11⁄2") at each end and – Uniform loads. 41⁄2" at continuous-span supports. – More restrictive of simple or continuous span. Ratio of short span to long span In Sizing Tables on pages 6 and 7: should be greater than 0.4 to prevent uplift. – Roof truss framing with 24" soffits. (2) Indicates minimum header support to be two trimmers (3") at each end and 71⁄2" – Exterior wall weights of 80 plf, interior 60 plf. at continuous-span supports. – Deflection criteria of L/360 live load and L/240 total load. (3) Indicates minimum header support to be three trimmers (41⁄2") at each end and■ Tables do not consider attic loads acting concurrently with roof or snow loads. 111⁄4" at continuous-span supports.

Also see How to Use This Table on page 6 and General Assumptions on page 5. For additional bearing information, see pages 34 and 36.

31⁄2" Wide 1.3E TimberStrand® LSL Window and Door Headers continued

Non-Snow Area 125% Snow Area 115%

Header Rough Roof Load = 20LL + 15DL Roof Load = 30LL + 15DL Roof Load = 40LL + 15DL Roof Load = 55LL + 15DL Condition Opening Floor Load = 40LL + 12DL Floor Load = 40LL + 12DL Floor Load = 40LL + 12DL Floor Load = 40LL + 12DL Roof Plus One Story 3'-2" House Depth House Depth House Depth House Depth (No bearing) 3'-8" 24' 28' 32' 4'-2" 24' 28' 32' 24' 28' 32' 51⁄2" 51⁄2" 51⁄2" 24' 28' 32' House 4'-8" 51⁄2" 51⁄2" 71⁄4"(2) Depth 5'-2" 43⁄8" 43⁄8" 43⁄8" 43⁄8" 51⁄2" 51⁄2" 71⁄4" 71⁄4"(2) 71⁄4"(2) 51⁄2" 51⁄2" 51⁄2"Floor – Two Stories 5'-8" 71⁄4" 71⁄4"(2) 85⁄8"(2) 6'-2" 51⁄2" 51⁄2" 51⁄2" 51⁄2" 51⁄2" 71⁄4" 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 51⁄2" 71⁄4"(2) 71⁄4"(2) Roof Plus Two 6'-8" 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) Stories (Bearing) 7'-2" 51⁄2" 51⁄2" 71⁄4" 51⁄2" 71⁄4" 71⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 71⁄4"(2) 71⁄4"(2) 85⁄8"(2) 8'-2" 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) Roof Plus Two 3'-2" 71⁄4" 71⁄4" 71⁄4"(2) 71⁄4" 71⁄4"(2) 71⁄4"(2) 111⁄4"(2) 111⁄4"(2) 71⁄4"(2) 85⁄8"(2) 85⁄8"(2)Stories (No Bearing) 3'-8" 4'-2" 71⁄4" 71⁄4" 71⁄4"(2) 71⁄4" 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 4'-8" 5'-2" 71⁄4" 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 5'-8" 6'-2" 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 3'-2" 3'-8" 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 4'-2" 4'-8" 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 5'-2" 5'-8" 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 6'-2" 6'-8" 51⁄2" 51⁄2" 71⁄4" 51⁄2" 51⁄2" 71⁄4" 51⁄2" 51⁄2" 71⁄4" 51⁄2" 51⁄2" 71⁄4" 7'-2" 71⁄4" 71⁄4" 71⁄4"(2) 71⁄4" 71⁄4" 71⁄4"(2) 3'-2" 71⁄4" 71⁄4" 71⁄4"(2) 71⁄4" 71⁄4" 71⁄4"(2) 71⁄4" 85⁄8"(2) 85⁄8"(2) 71⁄4" 85⁄8"(2) 85⁄8"(2) 3'-8" 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 4'-2" 71⁄4" 85⁄8"(2) 85⁄8"(2) 71⁄4" 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 4'-8" 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 5'-2" 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 5'-8" 51⁄2" 51⁄2" 51⁄2" 51⁄2" 51⁄2" 71⁄4"(2) 6'-2" 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 51⁄2" 71⁄4" 71⁄4"(2) 71⁄4" 71⁄4"(2) 71⁄4"(2) 71⁄4" 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 85⁄8"(2) 91⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 43⁄8" 43⁄8" 51⁄2" 43⁄8" 51⁄2" 51⁄2" 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 51⁄2" 51⁄2" 51⁄2" 51⁄2" 51⁄2" 71⁄4" 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 85⁄8"(2) 51⁄2" 51⁄2" 71⁄4" 71⁄4" 71⁄4" 71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 71⁄4" 71⁄4" 71⁄4"(2) 71⁄4" 71⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(3) 111⁄4"(2) 111⁄4"(3) 71⁄4" 71⁄4"(2) 85⁄8"(2) 71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 111⁄4"(2)

71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2)

85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 91⁄4"(2) 91⁄4"(2) 111⁄4"(2)

85⁄8"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2)

91⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2) 111⁄4"(2)

51⁄2" 51⁄2" 71⁄4"(2) 51⁄2" 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2) 85⁄8"(2) 91⁄4"(2) 111⁄4"(3) 71⁄4"(2) 71⁄4"(2) 85⁄8"(2) 71⁄4"(2) 85⁄8"(2) 85⁄8"(2) 111⁄4"(2) 111⁄4"(3) 111⁄4"(3) 111⁄4"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 85⁄8"(2) 91⁄4"(2)

85⁄8"(2) 91⁄4"(2) 91⁄4"(2) 91⁄4"(2) 111⁄4"(2) 111⁄4"(2)

91⁄4"(2) 111⁄4"(2) 111⁄4"(3) 111⁄4"(2) 111⁄4"(2) 111⁄4"(3)

111⁄4"(2) 111⁄4"(2) 111⁄4"(3) 111⁄4"(2)

Symbol represents location of TimberStrand® LSL header.

Symbol represents supporting beam or structural bearing wall located at center of house, below floor.

(  ) Symbol represents minimum number of 2x_ trimmers required at end of header. ■ See Bearing Requirements above for bearing length requirements at ­continuous-span supports.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

7

SIZING TABLES

How to Use This Table

1. Determine appropriate Roof Load and House Width.2. Locate Rough Opening.3. Select header size and material.■ Weyerhaeuser offers 1.55E TimberStrand® LSL pre-cut garage door headers

in selected regions. Call 1-888-453-8358 to determine availability.Also see General Notes on page 9.

House width oRpoeungihng

Rough opening

Headers Supporting Roof

Roof Load House 8' 9'-3" Rough Opening 12' (PSF) Width 13/4" x 91/4" 13/4" x 91/4" 10' 13/4" x 111/4" 31/2" x 71/4" 31/2" x 91/4" 13/4" x 117⁄8" 24' 31/2" x 91/4" TM 51/4" x 71/4" T M 13/4" x 91/4" M 31/2" x 91/4" M 13/4" x 91/4" M 13/4" x 91/4" T M P 13/4" x 111/4" TM 13/4" x 14" TM 20LL + 15DL 30' 31/2" x 71/4" 13/4" x 111/4" TMP 31/2" x 91/4" TMP 31/2" x 91/4" TMP 31/2" x 91/4" M 31/2" x 91/4" TM 31/2" x 111/4" TMNon-Snow 36' 13/4" x 91/4" TM 13/4" x 111/4" M 13/4" x 111/4" TMP 13/4" x 14"(3) Area 24' 31/2" x 91/4" 31/2" x 91/4" T M 31/2" x 91/4" 31/2" x 91/2" MP 125% 51/4" x 71/4" M TMP M 31/2" x 111/4" TMP 13/4" x 91/4" TMP 13/4" x 91/4" T M 13/4" x 111/4" TM 13/4" x 117⁄8" TM 20LL + 20DL 30' 31/2" x 71/4" TM 13/4" x 91/2" T M P 13/4" x 117⁄8" TMP 13/4" x 14" 31/2" x 91/4" TMP 31/2" x 91/4" TM 31/2" x 91/2" MP 36' 13/4" x 91/4" 13/4" x 111/4" 31/2" x 91/4" TMP 13/4" x 14"(3) TMP 31/2" x 91/4" M 31/2" x 91/4" M 13/4" x 111/4" 31/2" x 91/4" 24' 51/4" x 71/4" TM T M 31/2" x 91/4" M 31/2" x 111/4" M 13/4" x 91/4" 13/4" x 111/4" TMP TM 31/2" x 111/4" TM 25LL + 15DL 30' 13/4" x 111/4" M 13/4" x 117⁄8" T M 13/4" x 111/4" TMP 51/4" x 91/4" TMP 31/2" x 91/4" TMP 31/2" x 91/4" T M P 13/4" x 117⁄8" TM 36' 13/4" x 91/4" TM 13/4" x 91/4" M 13/4" x 14" 31/2" x 71/4" TMP 13/4" x 111/4" 31/2" x 91/4" TM 31/2" x 91/2" MPSnow 30LL + 15DL 24' 31/2" x 91/4" 31/2" x 91/4" M 13/4" x 117⁄8"(3) TMP 51/4" x 91/4" TMPArea 30' 13/4" x 91/2" M 13/4" x 111/4" T M 13/4" x 14"(3) TM 13/4" x 14"(3) TMP115% 36' 31/2" x 91/4" M 31/2" x 91/4" T M P 31/2" x 91/4" TMP 31/2" x 91/2" TMP 51/4" x 71/4" TM M 13/4" x 111/4" 31/2" x 111/4" 24' 13/4" x 111/4" TMP 13/4" x 111/4" T M 31/2" x 91/4" M 31/2" x 111/4" TM 31/2" x 91/4" TM 13/4" x 117⁄8" TMP TM 51/4" x 91/4" TMP 40LL + 15DL 30' 51/4" x 71/4" M 31/2" x 91/4" T M 13/4" x 111/4" TMP TMP 13/4" x 91/4" TMP 13/4" x 111/4" T M P 13/4" x 117⁄8" TM 13/4" x 14"(3) 36' 31/2" x 71/4" TM 31/2" x 91/4" TMP 31/2" x 91/4" M 31/2" x 91/4" TMP 31/2" x 91/4" 31/2" x 111/4" MP 13/4" x 91/2" M 13/4" x 111/4" M 13/4" x 14"(3) M 31/2" x 111/4" TMP 13/4" x 111/4" TM 13/4" x 117⁄8" T M 31/2" x 91/4" TM 51/4" x 91/4" TMP 31/2" x 91/4" TMP 31/2" x 91/4" TMP TMP TMP 13/4" x 111/4" M 13/4" x 14"(3) T M 13/4" x 111/4" TM 31/2" x 117⁄8" 31/2" x 91/4" TM 31/2" x 91/4" T M P 13/4" x 117⁄8" TMP 51/4" x 91/4" TM 51/4" x 71/4" M 51/4" x 111/4" MP 13/4" x 91/2" TMP 13/4" x 111/4" 31/2" x 91/4" TM 31/2" x 111/4" 13/4" x 111/4" M 13/4" x 117⁄8" M 13/4" x 14"(3) TMP 51/4" x 91/4" TMP 31/2" x 91/4" TM 31/2" x 91/4" T M 31/2" x 91/4" TMP TMP 13/4" x 111/4"(3) TMP 13/4" x 14"(3) TMP TM 31/2" x 117⁄8" TMP 31/2" x 91/4" TM 31/2" x 91/4" T M 13/4" x 14"(3) TMP 51/4" x 91/4" 51/4" x 71/4" TMP T M P 31/2" x 91/2" 51/4" x 111/4" TMP 13/4" x 14"(3) M 31/2" x 91/4" M 31/2" x 117⁄8" MP 31/2" x 91/4" M 31/2" x 111/4" 51/4" x 91/4" MP 31/2" x 14" TM 51/4" x 91/4" M 13/4" x 14"(3) TMP 51/4" x 91/2" TMP TMP T M 31/2" x 91/4" TMP TM TMP P TMP TMP T M 13/4" x 14"(3) TMP M T M P 31/2" x 91/4" TMP TMP TM MP TMP 31/2" x 111/4" M P 31/2" x 91/2" TMP T M P 31/2" x 111/4" P T M P 51/4" x 91/4" TMP P

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

8

SIZING TABLES

General Notes Bearing Requirements

■ Table is based on: Minimum header support to be two trimmers (3") at each end and 71⁄2" at – Uniform loads. continuous-span supports. – More restrictive of simple or continuous span. Ratio of short span to long span In Sizing Tables on pages 8 and 9: should be 0.4 or greater to prevent uplift. – Roof truss framing with 24" soffits. (3) Indicates requirement of three trimmers (41⁄2") at each end and 111⁄4" at – Deflection criteria of L/240 live load and L/180 total load. continuous-span supports.

■ Tables do not consider attic loads acting concurrently with roof or snow loads.

Also see How to Use This Table on page 8 and General Assumptions on page 5.

Headers Supporting Roof continued

Roof Load House Rough Opening (PSF) Width 20LL + 15DL 14' 16'-3" 18'-3" 24' 13/4" x 14" 31/2" x 91/2" TM 31/2" x 111/4" MP 31/2" x 14" T M P 30' 31/2" x 111/4" MP 31/2" x 111/4" 31/2" x 14" T M P 51/4" x 111/4" MP 51/4" x 91/4" TMP TMP 51/4" x 111/4" T M P 51/4" x 117⁄8" T M P

MP 31/2" x 117⁄8" MP 31/2" x 14" MP

TMP 31/2" x 14" T M P 31/2" x 16" T M P MP 51/4" x 111/4" T M P 51/4" x 117⁄8" MP TMP 31/2" x 117⁄8" M 31/2" x 14" T M P 31/2" x 16" T M P 36' 51/4" x 91/2"Non-Snow TMP 51/4" x 111/4" MP 51/4" x 14" T M P Area 51/4" x 111/4" TMP 125% 13/4" x 14"(3) TMP 51/4" x 117⁄8" T M P 20LL + 20DL 24' 31/2" x 111/4" 51/4" x 91/2" MP 31/2" x 117⁄8" MP 31/2" x 14" MP 31/2" x 117⁄8" TMP 31/2" x 16" TMP 30' 51/4" x 91/4" 31/2" x 14" T M P 51/4" x 117⁄8" 51/4" x 111/4" MP 31/2" x 14" MP 31/2" x 117⁄8" TMP 51/4" x 111/4" T M P 31/2" x 16" MP 36' 31/2" x 14" TMP 51/4" x 14" TMP 51/4" x 111/4" TMP 31/2" x 14" T M P 31/2" x 16" TMP 31/2" x 111/4" 51/4" x 14" MP 24' 51/4" x 91/4" MP 51/4" x 111/4" MP 51/4" x 16" MP 51/4" x 91/2" TMP 31/2" x 14" TMP 31/2" x 117⁄8" TMP 51/4" x 117⁄8" T M P 31/2" x 16" MP 30' 51/4" x 91/4" 51/4" x 117⁄8" TMP 51/4" x 111/4" MP 31/2" x 14" MP 31/2" x 14" MP 31/2" x 117⁄8" TMP 31/2" x 16" 36' 31/2" x 14" 31/2" x 16" T M P 51/4" x 14" P 51/4" x 111/4" P 31/2" x 16" TMP 31/2" x 117⁄8" TMP 51/4" x 117⁄8" MP 51/4" x 14" TMP 24' 51/4" x 91/4" TMP 51/4" x 16" 51/4" x 111/4" TMP 31/2" x 117⁄8" MP 31/2" x 14" MP 31/2" x 117⁄8" 31/2" x 16" MP 30' 31/2" x 14" MP 31/2" x 14" T M P 51/4" x 117⁄8" TMP 51/4" x 111/4" TMP 31/2" x 16" MP 31/2" x 14" 51/4" x 111/4" T M P 51/4" x 14" TMP 36' 51/4" x 111/4" MP MP TMP 31/2" x 14" T M P MP TMP TMP 25LL + 15DL TMP 51/4" x 111/4" MP TMP 51/4" x 117⁄8" T M P MP TMP 31/2" x 14" MP TMP TMP 31/2" x 16" T M P

MP 51/4" x 117⁄8" MP TMP 31/2" x 14" T M P P TMP 51/4" x 111/4" MP

MP 51/4" x 117⁄8" T M P

Snow 31/2" x 14" MPArea115% 30LL + 15DL 31/2" x 16" T M P

51/4" x 117⁄8" MP

31/2" x 14" P 31/2" x 16"(3) P 31/2" x 18"(3) MP 31/2" x 16" T M P 51/4" x 14" MP 31/2" x 16" MP 51/4" x 14" T M P 51/4" x 14" TMP

31/2" x 117⁄8" 31/2" x 14" MP 24' 31/2" x 14" 31/2" x 16" T M P 51/4" x 111/4" 31/2" x 14" 51/4" x 117⁄8" MP 30' 51/4" x 111/4" 51/4" x 117⁄8" 31/2" x 16"(3) MP 31/2" x 18"(3) MP 31/2" x 14"(3) 51/4" x 14" MP 40LL + 15DL 36' 31/2" x 16"(3) 51/4" x 14" T M P 51/4" x 16" TMP 51/4" x 117⁄8" 31/2" x 18"(3) 31/2" x 16"(3) P 31/2" x 20"(3) P 31/2" x 18"(3) MP 51/4" x 16" M 51/4" x 14" MP TMP

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

9

SIZING TABLES

How to Use This Table spCaocluinmgn

1. Determine appropriate Roof Load and House Width.2. Locate Column Spacing.3. Select beam size and material.Also see General Notes on page 11.

House width

Ridge Beams House 10' 12' Column Spacing MP 16' TMP Width 31/2" x 91/4" T M P 31/2" x 91/4" 14' TMP 31/2" x 111/4" MP Roof Load TMP 51/4" x 91/4" (PSF) 24' 31/2" x 91/4" T M P 31/2" x 91/4" T M P 31/2" x 91/4" TMP MP 31/2" x 111/4" TMP 31/2" x 111/4" TMP 20LL + 15DL 30' 51/4" x 91/4" 31/2" x 14" TMP Non-Snow TMP 51/4" x 111/4" T M P 31/2" x 111/4" MP 31/2" x 117⁄8" MP Area 51/4" x 91/4" 31/2" x 14" TMP 125% MP 51/4" x 111/4" TMP 31/2" x 91/4" T M P 31/2" x 91/4" M P 31/2" x 111/4" TMP 31/2" x 117⁄8" TMP 20LL + 20DL TMP 51/4" x 91/2" 36' 31/2" x 111/4" T M P 51/4" x 91/4" TMP 51/4" x 111/4" MP 31/2" x 117⁄8" TMP 51/4" x 91/4" T M P MP 31/2" x 14" 51/4" x 111/4" MP 31/2" x 91/4" T M P 31/2" x 91/4" T M P 31/2" x 91/2" TMP 31/2" x 14" TMP MP 51/4" x 111/4" TMP 24' 31/2" x 111/4" 51/4" x 117⁄8" TMP TMP 31/2" x 117⁄8" 51/4" x 91/4" MP 51/4" x 91/2" MP 51/4" x 111/4" TMP 31/2" x 91/4" T M P 31/2" x 91/4" M P 31/2" x 111/4" TMP 31/2" x 117⁄8" TMP TMP 31/2" x 14" 30' 31/2" x 91/2" T M P 51/4" x 91/4" TMP 51/4" x 111/4" MP 31/2" x 14" TMP 51/4" x 91/4" T M P MP 51/4" x 111/4" 51/4" x 117⁄8" MP 31/2" x 91/4" T M P 31/2" x 91/4" M P 31/2" x 117⁄8" TMP 31/2" x 111/4" TMP MP 31/2" x 14" TMP 36' 31/2" x 111/4" T M P 51/4" x 91/2" 51/4" x 111/4" TMP TMP 31/2" x 14" 51/4" x 91/4" T M P 51/4" x 111/4" TMP 51/4" x 111/4" MP 51/4" x 117⁄8" TMP 31/2" x 91/4" T M P 31/2" x 91/4" T M P 31/2" x 91/2" MP 31/2" x 14" TMP 31/2" x 16" MP 24' 31/2" x 111/4" TMP 51/4" x 111/4" TMP 31/2" x 14" TMP 51/4" x 91/4" MP 51/4" x 111/4" TMP TMP 51/4" x 117⁄8" 31/2" x 91/4" T M P 31/2" x 91/4" M P 31/2" x 111/4" 31/2" x 14" MP MP 31/2" x 16" TMP 25LL + 15DL 30' 31/2" x 91/2" T M P 51/4" x 91/4" TMP 51/4" x 111/4" TMP 31/2" x 16"(3) MP 51/4" x 91/4" T M P TMP 51/4" x 14" TMP

31/2" x 91/4" T M P 31/2" x 91/2" M P 31/2" x 117⁄8" MP MP TMP TMP 36' 31/2" x 111/4" T M P 51/4" x 91/2" MP MP 51/4" x 91/4" T M P 51/4" x 111/4" TMP TMP TMP 31/2" x 91/4" T M P 31/2" x 91/4" T M P 31/2" x 111/4" TMP MP TMP 24' 51/4" x 91/4" MP TMP MP 51/4" x 91/2" TMP TMPSnow 31/2" x 91/4" T M P 31/2" x 91/4" M P 31/2" x 117⁄8"Area115% 30LL + 15DL 30' 31/2" x 111/4" T M P 51/4" x 91/4"

51/4" x 91/4" T M P 51/4" x 111/4"

31/2" x 91/4" T M P 31/2" x 111/4" T M P 31/2" x 117⁄8"

36' 51/4" x 91/4" T M P 31/2" x 14"

51/4" x 111/4"

31/2" x 91/4" T M P 31/2" x 91/4" M P 31/2" x 117⁄8"

24' 31/2" x 111/4" T M P 51/4" x 91/4"

51/4" x 91/4" T M P 51/4" x 111/4"

31/2" x 91/4" T M P 31/2" x 111/4" T M P 31/2" x 117⁄8"

40LL + 15DL 30' 51/4" x 91/4" T M P 31/2" x 14"

T 1.55E TimberStrand® LSL 51/4" x 111/4"

31/2" x 91/4" M P 31/2" x 117⁄8" T M P 31/2" x 14"

36' 31/2" x 111/4" T M P 51/4" x 91/4" M P 51/4" x 111/4"

51/4" x 91/4" T M P 51/4" x 111/4" T M P 51/4" x 117⁄8"

M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

10

SIZING TABLES

General Notes Bearing Requirements

■ Table is based on: Minimum beam supports to be two trimmers (3") at each end and 71⁄2" at – Uniform loads. continuous-span supports. – M ore restrictive of simple or continuous span. Ratio of short span to long span In Sizing Tables on pages 10 and 11: should be 0.4 or greater to prevent uplift. – Deflection criteria of L/240 live load and L/180 total load. (3) Indicates requirement of three trimmers (41⁄2") at each end and 111⁄4" at continuous-span supports.Also see How to Use This Table on page 10 and General Assumptions on page 5.

Ridge Beams continued House 18' 20' Column Spacing 24' Width 31/2" x 117⁄8" 31/2" x 14" 22' 31/2" x 16" Roof Load 31/2" x 14" 51/4" x 111/4" 51/4" x 14" (PSF) 51/4" x 111/4" T M P 31/2" x 16" 51/4" x 16" 31/2" x 14" 31/2" x 14" 31/2" x 18" 24' 51/4" x 111/4" MP 31/2" x 16" M P 51/4" x 14" TMP 51/4" x 16" MP 51/4" x 117⁄8" TMP 51/4" x 14" TMP 7" x 14" MP 31/2" x 14" TMP 31/2" x 16" 31/2" x 18" TMP 20LL + 15DL 30' 31/2" x 16" TMP 51/4" x 14" MP 31/2" x 16" MP 51/4" x 16" MP 51/4" x 117⁄8" TMP 51/4" x 14" MP 7" x 14" TMPNon-Snow 36' 31/2" x 14" MP 31/2" x 14" TMP 51/4" x 16" TMP 31/2" x 18" Area 24' 51/4" x 111/4" TMP 31/2" x 16" 31/2" x 18" MP 51/4" x 16" P 125% 51/4" x 117⁄8" 51/4" x 117⁄8" MP 51/4" x 16" TMP 7" x 14" MP 31/2" x 14" MP 31/2" x 16" TMP 7" x 14" 31/2" x 18" MP 20LL + 20DL 30' 31/2" x 16" TMP 51/4" x 14" 31/2" x 16" P 51/4" x 16" 51/4" x 117⁄8" MP 51/4" x 14" MP 7" x 14" P 36' 31/2" x 14" MP 31/2" x 16" TMP 51/4" x 16" MP 31/2" x 20"(3) MP 31/2" x 16" TMP 51/4" x 14" 31/2" x 16" TMP 51/4" x 18" TMP 24' 51/4" x 14" 51/4" x 16" MP 51/4" x 14" MP 7" x 16" 31/2" x 14" MP 31/2" x 14" TMP 51/4" x 16" MP 31/2" x 18" P 25LL + 15DL 30' 51/4" x 111/4" TMP 31/2" x 16" TMP 31/2" x 18"(3) TMP 51/4" x 16" MP 51/4" x 117⁄8" 51/4" x 117⁄8" 51/4" x 16" MP 7" x 14" MP 36' 31/2" x 14" MP 31/2" x 16" MP 7" x 14" MP 31/2" x 18" 31/2" x 16" TMP 51/4" x 14" MP 31/2" x 16" 51/4" x 16" PSnow 30LL + 15DL 24' 51/4" x 117⁄8" TMP 51/4" x 14" P 7" x 14" MArea 30' 31/2" x 14" MP 31/2" x 16" MP 51/4" x 16" MP 31/2" x 20"(3) MP115% 36' 31/2" x 16" MP 31/2" x 18" TMP 31/2" x 16" MP 51/4" x 18" 51/4" x 14" TMP 51/4" x 14" MP 31/2" x 18" TMP 7" x 16" P 24' 31/2" x 14" TMP 31/2" x 14" TMP 51/4" x 14" 31/2" x 18" MP 51/4" x 111/4" TMP 31/2" x 16" TMP 31/2" x 18"(3) P 51/4" x 16" TMP 40LL + 15DL 30' MP 51/4" x 14" 31/2" x 20"(3) MP 7" x 14" 31/2" x 14" TMP 31/2" x 16" P 51/4" x 16" MP 31/2" x 20"(3) P 36' 31/2" x 16" MP 51/4" x 14" MP 31/2" x 16" 51/4" x 16" MP 51/4" x 117⁄8" TMP 51/4" x 16" MP 51/4" x 14" P MP 31/2" x 16" MP 31/2" x 18"(3) MP 51/4" x 16" M 51/4" x 18" 51/4" x 14" 51/4" x 14" TMP 31/2" x 18" MP 7" x 16" P P 51/4" x 16" TMP 51/4" x 16" MP M 31/2" x 14" TMP 31/2" x 16" MP 7" x 14" MP 31/2" x 18"(3) MP 31/2" x 16" TMP 51/4" x 14" MP 31/2" x 18"(3) TMP 31/2" x 20"(3) 51/4" x 117⁄8" TMP 51/4" x 16" TMP 31/2" x 20"(3) MP 51/4" x 16" P 31/2" x 16" 31/2" x 18"(3) MP 51/4" x 16" TMP 51/4" x 18" MP 51/4" x 14" MP 51/4" x 16" MP 31/2" x 18" TMP 7" x 14" TMP 51/4" x 16" P 7" x 16" 31/2" x 18"(3) P 31/2" x 20"(3) MP 7" x 14" P P 51/4" x 14" TMP 51/4" x 16" MP 31/2" x 20"(3) M 51/4" x 18"(3) M 51/4" x 16" 7" x 14" TMP 51/4" x 16" MP 51/4" x 20"(3) MP MP MP MP MP TMP 51/4" x 18" TMP MP TMP 7" x 16" P P P M MP M MP P TMP MP M MP MP MP P P MP MP TMP P

MP P MP M TMP

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

11

SIZING TABLES

How to Use This Table

1. Verify that floor loading of 40 psf live load and 12 psf dead load is adequate.2. Determine appropriate Load and House Width.3. Locate Rough Opening.4. Select header size and material.Also see General Notes on page 13.

opReonuignhg 1⁄2 House width maximum House width

Headers Supporting Floor and Roof

Load House 8' 9'-3" Rough Opening 12' (PSF) Width 13/4" x 111/4" 13/4" x 117⁄8"(3) 10' 31/2" x 111/4" 31/2" x 91/4" 13/4" x 14"(3) 31/2" x 14" 24' TM M 13/4" x 14"(3) TM 51/4" x 111/4" MP TMP 31/2" x 91/2" T M 31/2" x 91/2" MP 31/2" x 14" TMP Roof Load 13/4" x 117⁄8"(3) 13/4" x 14"(3) T M P 31/2" x 111/4" 51/4" x 111/4" TMP 20LL + 15DL 30' 31/2" x 91/4" TM 31/2" x 91/4" T M 31/2" x 111/4" TMP TMP Floor Load TMP 31/2" x 111/4" TMP TMP 40LL + 12DL 13/4" x 14"(3) 31/2" x 111/4" M P 51/4" x 91/4" 36' 31/2" x 91/2" TM 51/4" x 91/4" T M P 51/4" x 91/2" MP 31/2" x 14"(3) T M P TMP T M P 31/2" x 117⁄8" TMPNon-Snow 51/4" x 91/4" TMP 13/4" x 14"(3) T M P 51/4" x 91/4" TMP 51/4" x 111/4" MP Area 13/4" x 111/4"(3) TM 31/2" x 91/4" 125% 24' 31/2" x 91/4" TMP 31/2" x 111/4" 51/4" x 111/4" MP 31/2" x 117⁄8" MP 13/4" x 14"(3) T M 13/4" x 14"(3) TMP 31/2" x 14" TMP Roof Load 13/4" x 14"(3) TM 31/2" x 91/2" TM 51/4" x 111/4" TMP 20LL + 20DL 30' 31/2" x 91/4" TMP 31/2" x 111/4" M P 31/2" x 111/4" TMP 31/2" x 14" TMP Floor Load 31/2" x 111/4" T M P 51/4" x 91/4" TMP 51/4" x 111/4" 40LL + 12DL 13/4" x 14"(3) T 51/4" x 91/4" T M 31/2" x 111/4" TMP 51/4" x 117⁄8" MP 36' 31/2" x 91/4" MP 51/4" x 91/2" 31/2" x 14"(3) TMP 13/4" x 14"(3) M P 51/4" x 91/4" MP 31/2" x 16"(3) 31/2" x 111/4" TMP 31/2" x 91/4" TMP 51/4" x 111/4" MP 13/4" x 111/4"(3) TM 31/2" x 111/4" T M P 31/2" x 117⁄8" TMP 31/2" x 117⁄8" TMP 24' 31/2" x 91/4" TMP 31/2" x 91/2" MP 31/2" x 14" 31/2" x 111/4" M P 51/4" x 91/2" 51/4" x 111/4" MPSnow Roof Load 13/4" x 14"(3) TM 51/4" x 91/4" T M P 51/4" x 111/4" TMP 31/2" x 14" MPArea 25LL + 15DL 30' 31/2" x 91/4" TMP 31/2" x 111/4" T M 13/4" x 14"(3) M 51/4" x 111/4" TMP115% Floor Load 51/4" x 91/4" 51/4" x 117⁄8" TMP 40LL + 12DL 13/4" x 14"(3) T 51/4" x 91/2" M P 31/2" x 111/4" TMP 31/2" x 14"(3) TMP 36' 31/2" x 91/4" MP 13/4" x 14"(3) T M P 51/4" x 91/4" TMP 31/2" x 16"(3) MP Roof Load 31/2" x 91/4" TMP 51/4" x 111/4" TMP 30LL + 15DL 31/2" x 111/4" TMP 31/2" x 111/4" M P 31/2" x 111/4" 31/2" x 117⁄8" MP Floor Load 13/4" x 117⁄8" T 31/2" x 111/4" T M P 51/4" x 91/4" MP 31/2" x 14" TMP 40LL + 12DL 24' 13/4" x 14"(3) TM 51/4" x 91/4" TMP 51/4" x 111/4" MP 31/2" x 91/4" TMP T M P 31/2" x 117⁄8" TMP 31/2" x 14" MP 13/4" x 14"(3) TM 31/2" x 117⁄8" MP 51/4" x 111/4" TMP 30' 31/2" x 91/4" TMP 51/4" x 91/4" M P 51/4" x 91/2" TMP 51/4" x 111/4" T M P 51/4" x 111/4" TMP TMP 31/2" x 91/4" MP 31/2" x 111/4" T M 31/2" x 111/4" TMP MP 36' 31/2" x 111/4" TMP 51/4" x 91/4" TMP TMP M P 51/4" x 91/4" 31/2" x 14"(3) P 51/4" x 91/4" TM 31/2" x 117⁄8" TMP TMP 31/2" x 16"(3) TMP 13/4" x 14"(3) TMP 51/4" x 91/4" T M P 31/2" x 117⁄8" MP 51/4" x 117⁄8" 24' 31/2" x 91/4" 51/4" x 111/4" T M P 51/4" x 91/4" 31/2" x 14" MP MP 31/2" x 117⁄8"(3) TMP 51/4" x 111/4" TMP Roof Load 31/2" x 91/4" TMP 31/2" x 14"(3) 51/4" x 111/4" MP 51/4" x 117⁄8" 40LL + 15DL 30' 31/2" x 111/4" TMP 51/4" x 91/2" T M P 31/2" x 117⁄8" 31/2" x 14"(3) MP Floor Load TMP TMP 31/2" x 16"(3) TMP 40LL + 12DL 51/4" x 91/4" TMP M P 31/2" x 14" TMP 51/4" x 117⁄8" 31/2" x 111/4" T M P 51/4" x 111/4" TMP 31/2" x 16"(3) MP 36' 51/4" x 91/4" T M P 31/2" x 117⁄8" 51/4" x 14" TMP T M P 51/4" x 91/4" MP TMP MP 51/4" x 111/4" TMP T M P 31/2" x 117⁄8" MP TMP TMP M P 31/2" x 14" TMP T M P 51/4" x 111/4" TMP TMP M P 31/2" x 14"(3) T M P 51/4" x 111/4"

MP

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

12

SIZING TABLES

General Notes Bearing Requirements

■ Table is based on: Minimum header supports to be two trimmers (3") at each end and 71⁄2" at – Uniform loads. continuous-span supports. – More restrictive of simple or continuous span. Ratio of short span to long span In Sizing Tables on pages 12 and 13: should be greater than 0.4 to prevent uplift. – Roof truss framing with 24" soffits. (3) Indicates requirement of three trimmers (41⁄2") at each end and 111⁄4" at – Exterior wall weights of 80 plf, interior 60 plf. continuous-span supports. – Deflection criteria of L/360 live load and L/240 total load at floor.

■ Tables do not consider attic loads acting concurrently with roof or snow loads.

Also see How to Use This Table on page 12 and General Assumptions on page 5.

Headers Supporting Floor and Roof continued

Roof Load House Rough Opening (PSF) Width 14' 16'-3" 18'-3" 24' 31/2" x 14" 31/2" x 18"(3) 30' 31/2" x 16" MP 31/2" x 16" MP 51/4" x 16" MP 36' 51/4" x 117⁄8" TMP MP 24' 31/2" x 14" 51/4" x 14" MP 7" x 14" 30' 31/2" x 16" MP 31/2" x 20"(3) P Roof Load 36' 51/4" x 14" MP 51/4" x 16" T M P 51/4" x 16" M 20LL + 15DL 24' 31/2" x 16"(3) TMP MP Floor Load 30' 51/4" x 14" TMP 31/2" x 18"(3) MP 51/4" x 18"(3) 40LL + 12DL 36' MP 7" x 16" MP 24' TMP 51/4" x 14" MP P Roof Load 30' 31/2" x 18"(3) 20LL + 20DL 36' 51/4" x 16" T M P 51/4" x 16" MP Floor Load 24' 7" x 14" MP 40LL + 12DL 31/2" x 18"(3) MP 31/2" x 20"(3) 51/4" x 18" PNon-Snow 51/4" x 16" MP 7" x 16" M Area 51/4" x 18"(3) MP 125% 7" x 14" P 7" x 16" P 31/2" x 14" MP 31/2" x 16"(3) MP 31/2" x 18"(3) MP 31/2" x 16" TMP 51/4" x 16" 51/4" x 117⁄8" 51/4" x 14" MP 7" x 14" P 31/2" x 16"(3) MP 31/2" x 20"(3) 51/4" x 14" TMP 51/4" x 16" T M P 51/4" x 18" MP TMP 7" x 16" MP 31/2" x 18"(3) MP 51/4" x 18"(3) 7" x 16" P 51/4" x 16" T M P M 31/2" x 18"(3) MP 7" x 14" P 31/2" x 20"(3) 51/4" x 16" P 31/2" x 16"(3) MP 31/2" x 18"(3) MP 51/4" x 18"(3) MP 51/4" x 14" MP 51/4" x 16" TMP 51/4" x 16" MP 7" x 16" P 31/2" x 14" MP 31/2" x 16" TMP 7" x 14" P 51/4" x 18"(3) P 51/4" x 117⁄8" MP 7" x 16" M 31/2" x 16"(3) TMP 31/2" x 16"(3) MP MP 51/4" x 14" TMP 31/2" x 20"(3) MP 51/4" x 14" MP 51/4" x 18" 7" x 16" P Roof Load 51/4" x 16" T M P 51/4" x 18"(3) 25LL + 15DL 7" x 16" MP Floor Load 31/2" x 18"(3) MP P 40LL + 12DL 51/4" x 20"(3) 51/4" x 16" T M P 7" x 18"(3) M MP 7" x 14" P P 31/2" x 16"(3) MP 31/2" x 18"(3) P MP 51/4" x 14" MP 51/4" x 16" TMP 31/2" x 20"(3) M P 31/2" x 14" MP 31/2" x 16" TMP 51/4" x 16" MP M 51/4" x 117⁄8" MP P 31/2" x 16"(3) TMP 31/2" x 16"(3) P 51/4" x 14" TMP 31/2" x 18"(3) MP

Roof Load 51/4" x 14" MP 30LL + 15DLSnow Floor Load 31/2" x 18"(3) MPArea 40LL + 12DL115% 51/4" x 16" MP

7" x 14" P

31/2" x 16"(3) P 51/4" x 16"(3) MP 31/2" x 18"(3) MP 51/4" x 14" MP 31/2" x 18"(3) MP 31/2" x 16"(3) TMP 51/4" x 16" TMP 51/4" x 14" TMP 7" x 14" 51/4" x 16"(3) P Roof Load 31/2" x 16"(3) P 7" x 14" MP 40LL + 15DL Floor Load 30' 31/2" x 18"(3) MP P 40LL + 12DL 51/4" x 14" MP

51/4" x 16"(3) T M P 51/4" x 18"(3) MP 7" x 16" P 36' 7" x 14" P

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

13

SIZING TABLES Floor framing length

How to Use This Table Span 1 Span 2

1. Determine appropriate Floor Load.2. Find the Floor Framing Length that meets or exceeds the sum of Spans 1 and 2

for the supported floor joists. When floor joists are continuous span, Span 1 or 2 cannot be less than 40% of the Floor Framing Length. If floor joists are simple span (not continuous over the beam), then the Floor Framing Length may be taken as 80% of Span 1 plus Span 2.3. Locate Column Spacing.4. Select beam size and material.Also see General Notes on page 15.

sCpoalcuimngn

Floor Beams

Floor Load Floor Framing Column Spacing (PSF) Length 8' 10' 12' 14' 16' 31/2" x 91/4" 31/2" x 91/4" 31/2" x 14" 31/2" x 16" TMP 31/2" x 111/4" MP 31/2" x 111/4" MP 51/4" x 111/4" TMP 51/4" x 14" TMP 31/2" x 91/4" 51/4" x 91/4" TMP MP TMP 24' TMP 31/2" x 111/4" TMP 31/2" x 14" T M P 31/2" x 91/4" 51/4" x 91/4" TMP TMP TMP 51/4" x 91/2" MP 31/2" x 91/4" TMP 31/2" x 117⁄8" MP 31/2" x 14" MP 31/2" x 16" MP 31/2" x 91/4" 31/2" x 16" TMP 51/4" x 14" MP 28' TMP 31/2" x 14" T M P 51/4" x 117⁄8" 51/4" x 16" TMP 31/2" x 91/4" 31/2" x 14" MP 31/2" x 16" MP TMP 51/4" x 111/4" T M P 31/2" x 16" MP 51/4" x 14" MP 31/2" x 91/4" 51/4" x 117⁄8" TMP 51/4" x 16" TMP 31/2" x 111/4" MP 31/2" x 111/4" TMP 31/2" x 117⁄8" MP 31/2" x 14" MP 31/2" x 16"(3) 51/4" x 91/4" TMP 51/4" x 91/4" MP 31/2" x 16" 31/2" x 18"(3) P 30' 31/2" x 91/4" TMP 51/4" x 91/2" 31/2" x 14" T M P 51/4" x 14" P 51/4" x 14" MP TMP 31/2" x 111/4" TMP 31/2" x 16" TMP 31/2" x 16"(3) MP 31/2" x 91/4" 51/4" x 91/4" TMP 51/4" x 111/4" T M P 51/4" x 14" TMP 31/2" x 18"(3) TMP TMP 51/4" x 14" P 31/2" x 91/4" MP 31/2" x 14" T M P TMP 31/2" x 18"(3) MP TMP 51/4" x 14" MP40LL + 12DL 32' 31/2" x 91/4" 51/4" x 111/4" MP 51/4" x 16" MP TMP 31/2" x 18"(3) MP 31/2" x 91/4" 51/4" x 117⁄8" T M P 51/4" x 16" TMP 31/2" x 91/2" MP 7" x 14" MP 51/4" x 91/4" TMP 31/2" x 111/4" T M P 31/2" x 14" T M P 31/2" x 16" TMP 31/2" x 91/4" TMP 51/4" x 14" 34' 31/2" x 111/4" 51/4" x 91/4" MP 51/4" x 111/4" MP P 51/4" x 91/4" MP MP 31/2" x 91/2" TMP 51/4" x 117⁄8" T M P TMP 31/2" x 111/4" TMP 51/4" x 91/4" 31/2" x 117⁄8" TMP 31/2" x 14" T M P 31/2" x 16" TMP P 51/4" x 91/4" MP 51/4" x 14" TMP 36' TMP 51/4" x 111/4" 51/4" x 111/4" MP TMP 31/2" x 117⁄8" TMP 51/4" x 91/2" TMP 51/4" x 117⁄8" T M P 51/4" x 111/4" 31/2" x 91/2" MP 31/2" x 14" MP 31/2" x 16"(3) MP 31/2" x 111/4" TMP 40' 51/4" x 91/4" 31/2" x 16" T M P 51/4" x 14" T M P 31/2" x 111/4" MP 51/4" x 91/4" TMP 51/4" x 111/4" MP TMP TMP 31/2" x 117⁄8" MP 31/2" x 14" MP TMP 31/2" x 16" TMP 24' 31/2" x 14" T M P 51/4" x 111/4" 31/2" x 14" MP 51/4" x 111/4" T M P 31/2" x 16" P 51/4" x 117⁄8" 31/2" x 117⁄8" P 31/2" x 14" TMP 31/2" x 16"(3) P 31/2" x 16" MP 31/2" x 18"(3) MP 28' 31/2" x 14" T M P 51/4" x 14" P 51/4" x 14" MP 31/2" x 16"(3) 31/2" x 16"(3) 51/4" x 111/4" T M P 51/4" x 14" TMP 31/2" x 18"(3) P TMP 51/4" x 14" MP 31/2" x 111/4" TMP 31/2" x 14" T M P 31/2" x 18"(3) MP 51/4" x 91/4" MP MP 51/4" x 14" MP 30' 51/4" x 91/2" 51/4" x 111/4" T M P TMP 51/4" x 16" 31/2" x 117⁄8" TMP 31/2" x 18"(3) P40LL + 20DL 32' 51/4" x 91/4" TMP 31/2" x 14" TMP 51/4" x 16" TMP 51/4" x 111/4" 51/4" x 111/4" MP 31/2" x 117⁄8" MP 51/4" x 117⁄8" 31/2" x 16"(3) MP 7" x 14" MP 51/4" x 91/4" TMP 31/2" x 14" TMP 31/2" x 18"(3) TMP 34' 51/4" x 111/4" TMP 31/2" x 16" MP 51/4" x 14" T M P 31/2" x 20"(3) 31/2" x 117⁄8" 51/4" x 117⁄8" 51/4" x 16" P 36' 31/2" x 14" MP 31/2" x 14"(3) TMP 31/2" x 16"(3) P 31/2" x 18"(3) P 51/4" x 91/4" TMP 31/2" x 16"(3) TMP 31/2" x 18"(3) MP 31/2" x 20"(3) M 40' 31/2" x 117⁄8" 51/4" x 117⁄8" 51/4" x 14" TMP 51/4" x 16" TMP 31/2" x 14" MP 31/2" x 14"(3) MP 31/2" x 16"(3) P 51/4" x 91/2" TMP 31/2" x 16"(3) TMP 31/2" x 18"(3) P M 51/4" x 117⁄8" TMP 51/4" x 14" MP MP MP MP P P TMP TMP P MP

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

14

SIZING TABLES

General Notes Bearing Requirements

■ Table is based on: Minimum beam supports to be two trimmers (3") at each end and 71⁄2" at – Uniform loads. continuous-span supports. – More restrictive of simple or continuous beam span. Ratio of short span to long In Sizing Tables on pages 14 and 15: span should be greater than 0.4 to prevent uplift. – Deflection criteria of L/360 live load and L/240 total load. (3) Indicates requirement of three trimmers (41⁄2") at each end and 111⁄4" at c­ ontinuous-span s­ upports.Also see How to Use This Table on page 14 and General Assumptions on page 5.

Floor Beams continued

Floor Load Floor Framing 18' 20' Column Spacing 24' (PSF) Length 31/2" x 18" 31/2" x 18" 22' M 51/4" x 20" 51/4" x 14" 51/4" x 16" M P 7" x 18" 24' 51/4" x 16" MP 7" x 14" M P 31/2" x 20"(3) M 31/2" x 18" MP 31/2" x 20"(3) M P 51/4" x 18" P P 28' 51/4" x 16" TMP 51/4" x 16" M P 51/4" x 20" 7" x 14" MP P 7" x 16" M 31/2" x 18"(3) TMP M 51/4" x 18" P 7" x 18" P 51/4" x 16" M P 7" x 16" 7" x 14" P M P 51/4" x 20" M 30' 31/2" x 18"(3) MP 31/2" x 20"(3) M 51/4" x 18" P 7" x 18" P 31/2" x 20"(3) MP 51/4" x 18" M P 7" x 16"40LL + 12DL 32' 51/4" x 16" 7" x 16" M P 51/4" x 20" M 31/2" x 18"(3) P 31/2" x 20"(3) P 7" x 18" P 34' 31/2" x 20"(3) P 51/4" x 18" M 51/4" x 18" 51/4" x 16" M 7" x 16" MP M 51/4" x 20" M 31/2" x 18"(3) MP 51/4" x 18" P 7" x 18" P 31/2" x 20"(3) P 7" x 16" P 51/4" x 16" M M P 51/4" x 20" M 7" x 18" P 31/2" x 20"(3) MP P 51/4" x 16" P P 7" x 18" M M M P 36' MP 51/4" x 18" M P 51/4" x 20" P M 7" x 16" P 7" x 18" M MP M P 51/4" x 20" P 40' 51/4" x 18" M P 51/4" x 20"(3) P 7" x 18" 7" x 16" P 7" x 18" P P 51/4" x 20" 31/2" x 18"(3) M P 31/2" x 20"(3) M 51/4" x 18" M 7" x 18"

24' 51/4" x 16" T M P 51/4" x 16" M P 7" x 16" M 7" x 18" P 7" x 14" P M 31/2" x 18"(3) P 51/4" x 18" M P 51/4" x 18" P

28' 31/2" x 20"(3) M 7" x 16" P 51/4" x 20" M P 51/4" x 16" MP P 31/2" x 18"(3) P 51/4" x 18" M P 51/4" x 20" P 30' 31/2" x 20"(3) M 7" x 16" P 7" x 18"

51/4" x 16" MP

31/2" x 20"(3) M 51/4" x 18" M P 51/4" x 20"(3)

40LL + 20DL 32' 51/4" x 16" M P 7" x 16" P 7" x 18"

7" x 14" P

51/4" x 16" P 51/4" x 18" M P 51/4" x 20"(3)

34' 51/4" x 18" M P 7" x 16" P 7" x 18"

51/4" x 16" P 51/4" x 18"(3) P 7" x 18"

36' 51/4" x 18" M P 51/4" x 20"(3) M

7" x 16" P

51/4" x 18"(3) M P 51/4" x 20"(3) M 7" x 18"

40' 7" x 16" P 7" x 18" P

T 1.55E TimberStrand® LSL M 2.0E Microllam® LVL P 2.0E Parallam® PSL

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

15

Floor Load Tables

How to Use This Table

1. Calculate total and live load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total and live loads.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 17.

TimberStrand® LSL: Floor—100% (PLF)

Span Condition 1.3E Grade 1.55E Grade

31⁄2" Width 51⁄2" Plank Orientation 13⁄4" Width 31⁄2" 43⁄8" 51⁄2" 71⁄4" 85⁄8" 91⁄4" 111⁄4" 1,210 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 1,538 2,381 6,428 7,442 3,024 Total Load 1,420 4,036 5,624 * 3,166 4,333 4,717 4,717 3' Live Load L/360 1.5/3.5 * * * 1.5/3.5 * 863 1.5/3.6 ** 3.9/9.7 4.5/11.3 2.9/7.2 **** Min. End/Int. Bearing (in.) 651 1,337 2.4/6.1 3.4/8.5 3,611 5,249 814 1,929 3/7.6 4.1/10.3 4.5/11.3 4.5/11.3 Total Load 1.5/3.5 1,215 546 4' Live Load L/360 517 1.5/3.5 2,267 3,159 * * 1.5/3.5 * 2,006 2,597 2,836 3,536 Min. End/Int. Bearing (in.) 347 2.9/7.3 4.2/10.6 425 2.5/6.1 Total Load 1.5/3.5 853 ** 2,308 3,355 287 1,416 **** 5' Live Load L/360 304 662 1.8/4.6 2.6/6.4 1.5/3.5 2.6/6.4 3.3/8.3 3.6/9 4.5/11.3 Min. End/Int. Bearing (in.) 206 1.5/3.5 * * 248 * Total Load 1.5/3.5 590 1,448 2,019 2.3/5.8 3.4/8.5 169 2.3/5.6 1,467 1,853 2,004 2,577 6' Live Load L/360 171 397 1,599 2,326 1.5/3.5 1,095 Min. End/Int. Bearing (in.) 131 1.5/3.5 1,398 * 138 **** Total Load 1.5/3.5 336 * * 107 978 2.3/5.8 3/7.4 3.2/8 4.1/10.3 7' Live Load L/360 255 1.5/3.7 2/5.1 1.9/4.9 2.8/7.1 1.5/3.5 2.1/5.2 Min. End/Int. Bearing (in.) 99 1.5/3.5 1,172 1,706 79 Total Load 89 198 1,003 1,399 1092 72 803 1,152 1,440 1,549 1,952 8' Live Load L/360 1.5/3.5 173 1.7/4.2 * 1.5/3.5 651 Min. End/Int. Bearing (in.) 1.5/3.5 857 1,367 2.4/6 1.8/4.5 1,048 * * * Total Load 98 895 1,303 613 9'-6" Live Load L/360 1.5/3.5 1.7/4.3 759 1,290 453 2.2/5.5 2.8/6.9 3/7.4 3.7/9.3 Min. End/Int. Bearing (in.) * 1.5/3.6 2.1/5.3 1.6/3.9 Total Load 1.5/3.5 735 1,025 632 921 416 845 1,168 1,262 1,570 10' Live Load L/360 470 811 280 Min. End/Int. Bearing (in.) 79 560 904 1.5/3.5 1.8/4.5 1.5/3.5 699 1,089 1,250 * Total Load 569 830 359 12' Live Load L/360 * 1.5/3.5 1.5/3.6 407 704 242 1.9/4.7 2.6/6.5 2.8/7 3.5/8.8 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.7/4.2 1.5/3.5 Total Load 443 783 353 573 211 646 893 990 1,313 14' Live Load L/360 241 423 144 Min. End/Int. Bearing (in.) 384 626 1.5/3.5 1.5/3.5 1.5/3.5 487 769 886 * Total Load 222 397 13316'-6" Live Load L/360 1.5/3.5 1.5/3.5 154 272 92 1.7/4.1 2.3/5.7 2.5/6.3 3.4/8.4 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 Total Load 224 552 134 242 80 448 631 700 96018'-6" Live Load L/360 95 169 57 Min. End/Int. Bearing (in.) * 386 1.5/3.5 1.5/3.5 1.5/3.5 302 483 560 870 Total Load 1.5/3.5 1.5/3.5 93 170 56 20' Live Load L/360 68 121 40 1.5/3.5 1.9/4.8 2.1/5.3 2.9/7.3 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 Total Load 182 492 72 133 387 569 631 865 24' Live Load L/360 54 96 Min. End/Int. Bearing (in.) * 333 1.5/3.5 1.5/3.5 261 420 487 760 Total Load 1.5/3.5 1.5/3.5 73 28' Live Load L/360 56 1.5/3.5 1.8/4.6 2/5.1 2.8/6.9 Min. End/Int. Bearing (in.) 1.5/3.5 85 287 228 372 434 599* Indicates Total Load value controls. * 197 155 252 293 464 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 1.7/4.2 2.3/5.8

180 144 237 278 438

126 99 162 189 302

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2/5

108 87 145 170 277

77 61 101 118 189

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.7

74 60 102 120 197

55 44 72 84 136

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

57 80 94 156

44 57 67 109

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

52 88

39 64

1.5/3.5 1.5/3.5

53

40

1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

16

Floor Load Tables

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/240 total load (TL) and L/360 live load (LL).■ For live load deflection limits of L /240 or L/480, multiply Live Load L/360 values by

1.5 or 0.75, respectively. The resulting live load must not exceed the total load shown.Also see How to Use this Table on page 16 and General Assumptions on page 5.

TimberStrand® LSL: Floor—100% (PLF) continued

Span Condition 1.55E Grade

31⁄2" Width 51⁄4" Width (2- or 3-ply) 111⁄4" 117⁄8" 91⁄4" 91⁄2" 8,667 9,432 14" 16" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 6,049 6,332 9,432 9,432 9,074 Total Load ** 9,499 13,001 14,148 14,148 14,148 3' Live Load L/360 * * 4.1/10.3 4.5/11.3 * * * 2.9/7.2 3/7.6 5,195 5,673 4.5/11.3 4.5/11.3 2.9/7.2 ***** Min. End/Int. Bearing (in.) 3,859 4,012 5,788 3/7.6 4.1/10.3 4.5/11.3 4.5/11.3 4.5/11.3 Total Load ** 7,070 7,070 4' Live Load L/360 * * 3.3/8.3 3.6/9 * 6,018 7,793 8,510 10,605 10,605 Min. End/Int. Bearing (in.) 2.5/6.1 2.6/6.4 3,707 4,009 * * 2.5/6.1 Total Load 2,832 2,934 4.5/11.3 4.5/11.3 4,248 ***** 5' Live Load L/360 ** 5,155 5,652 2.6/6.4 3.3/8.3 3.6/9 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) * * 3/7.4 3.2/8 * Total Load 2.3/5.6 2.3/5.8 2,881 3,098 * * 2.3/5.6 4,401 5,561 6,014 7,733 8,478 6' Live Load L/360 2,190 2,305 4.1/10.3 4.5/11.3 3,286 Min. End/Int. Bearing (in.) 1,957 2,097 ** 3,904 4,707 2,936 ***** Total Load 2.1/5.2 2.2/5.5 2.8/6.9 3/7.4 2.1/5.2 2.3/5.8 3/7.4 3.2/8 4.1/10.3 4.5/11.3 7' Live Load L/360 1,606 1,691 2,336 2,524 * * 2,410 Min. End/Int. Bearing (in.) 1,302 1,399 2,179 2,501 3.7/9.3 4.5/11.3 1,954 3,458 4,321 4,648 5,857 7,061 Total Load 1.8/4.5 1.9/4.7 2.6/6.5 2.8/7 3,141 3,787 1.8/4.5 8' Live Load L/360 1,227 1,292 1,786 1,981 1,841 3,146 * * * * Min. End/Int. Bearing (in.) 1,538 1,773 * * 1,359 Total Load 906 974 2.3/5.7 2.5/6.3 3.5/8.8 4.2/10.6 1.6/3.9 2.2/5.5 2.8/6.9 3/7.4 3.7/9.3 4.5/11.3 9'-6" Live Load L/360 1.6/3.9 1.7/4.1 1,263 1,401 2,626 1,248 Min. End/Int. Bearing (in.) 3,138 2,536 3,505 3,786 4,711 5,681 Total Load 832 897 967 1,121 * 842 10' Live Load L/360 561 605 1.9/4.8 2.1/5.3 3.4/8.4 * 1.5/3.5 2,098 3,269 3,752 * * Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1,138 1,263 1,920 4/10 1,077 Total Load 718 775 1,740 2,480 1.9/4.7 2.6/6.5 2.8/7 3.5/8.8 4.2/10.6 12' Live Load L/360 485 523 840 974 2.9/7.3 2,456 728 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.8/4.6 2/5.1 1,731 3.8/9.4 1.5/3.5 1,938 2,679 2,971 3,939 4,708 Total Load 422 456 1,520 2,236 14' Live Load L/360 288 311 744 868 2.8/6.9 2,154 633 1,462 2,307 2,660 * * Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 504 587 1,198 3.6/8.9 432 Total Load 266 288 1.5/3.6 1.7/4.2 1,547 1.5/3.5 1.7/4.1 2.3/5.7 2.5/6.3 3.4/8.4 4/1016'-6" Live Load L/360 184 199 475 556 928 1,334 400 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 325 379 2.3/5.8 3/7.5 276 1,346 1,894 2,101 2,880 3,720 Total Load 161 174 1.5/3.5 1.5/3.5 1,132 1.5/3.518'-6" Live Load L/360 114 123 291 341 876 877 241 907 1,451 1,681 2,610 3,684 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 202 236 605 2.6/6.4 171 Total Load 112 121 1.5/3.5 1.5/3.5 2/5 810 1.5/3.5 1.5/3.5 1.9/4.8 2.1/5.3 2.9/7.3 3.8/9.4 20' Live Load L/360 81 88 205 241 554 555 168 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 144 169 379 2.2/5.4 122 1,162 1,708 1,894 2,597 3,355 Total Load 87 94 1.5/3.5 1.5/3.5 1.5/3.7 584 1.5/3.5 24' Live Load L/360 64 70 160 189 395 401 130 785 1,260 1,462 2,280 3,232 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 115 135 273 1.8/4.4 97 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 463 1.5/3.5 1.5/3.5 1.8/4.6 2/5.1 2.8/6.9 3.6/8.9 28' Live Load L/360 88 105 312 320 69 Min. End/Int. Bearing (in.) 67 79 218 1.5/3.8 56 685 1,116 1,302 1,797 2,321 1.5/3.5 1.5/3.5 1.5/3.5 266 1.5/3.5* Indicates Total Load value controls. 51 62 177 189 467 756 881 1,393 2,001 42 50 128 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 163 1.5/3.5 1.5/3.6 1.7/4.2 2.3/5.8 3/7.5 107 120 81 1.5/3.5 433 713 834 1,314 1,698 1.5/3.5 299 487 569 907 1,316

1.5/3.5 1.5/3.5 1.5/3.5 2/5 2.6/6.4

262 436 512 831 1,215

185 303 354 569 832

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.7 2.2/5.4

182 307 362 592 876

132 217 254 410 601

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.4

142 240 284 468 695

105 172 202 327 481

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.8

76 133 158 265 400

61 101 118 192 284

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

77 93 160 245

64 75 122 181

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

17

Floor Load Tables

How to Use This Table

1. Calculate total and live load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total and live loads.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 19.

2.0E Microllam® LVL: Floor—100% (PLF)

Span Condition 13⁄4" Width 31⁄2" Width (2-ply) 91⁄4" 91⁄2" Total Load 51⁄2" 71⁄4" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 51⁄2" 71⁄4" 2,055 2,125 111⁄4" 117⁄8" 6' Live Load L/360 455 762 1,424 1,794 910 1,525 2,648 2,848 305 659 1,027 1,062 1,324 610 1,319 ** Min. End/Int. Bearing (in.) 1.5/3.5 1.8/4.4 * * 1.5/3.5 1.8/4.4 2.4/5.9 2.4/6.1 * * Total Load 153 342 *** 3.3/8.2 4.1/10.3 307 685 1,391 1,462 3/7.6 3.3/8.2 8' Live Load L/360 133 295 2.4/5.9 2.4/6.1 3/7.6 1,207 267 591 1,169 1,257 1,830 1,956 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 978 1.5/3.5 1.5/3.5 2.1/5.3 2.2/5.6 Total Load 77 174 695 731 915 * 154 349 * * 9'-6" Live Load L/360 * 3.7/9.3 983 1,034 2.8/7 3/7.5 Min. End/Int. Bearing (in.) * * 584 628 * 3/7.5 * * 724 780 1,418 1,569 Total Load 1.5/3.5 1.5/3.5 784 968 1.5/3.5 1.5/3.5 1.8/4.5 1.9/4.7 1,248 1,446 10' Live Load L/360 2.1/5.3 2.2/5.6 2.8/7 723 886 932 2.6/6.5 2.9/7.2 Min. End/Int. Bearing (in.) 62 142 2.9/7.2 * 124 284 626 675 1,279 1,415 Total Load 491 517 709 707 3.5/8.8 1.7/4.3 1.8/4.5 1,084 1,257 12' Live Load L/360 * * 628 * * 548 593 2.5/6.1 2.7/6.8 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 362 390 624 2.7/6.8 908 1.5/3.5 1.5/3.5 372 401 885 979 Total Load 489 1.5/3.5 1.5/3.5 651 758 14' Live Load L/360 67 1.8/4.5 1.9/4.7 2.6/6.5 379 * 57 135 347 376 2/5.1 2.3/5.7 Min. End/Int. Bearing (in.) 2.3/5.7 3.5/8.7 238 257 617 716 Total Load * 443 466 639 358 * * 1.5/3.5 1.5/3.5 419 48916'-6" Live Load L/360 1.5/3.5 244 666 1.5/3.5 1.5/3.5 211 229 1.7/4.2 1.9/4.9 Min. End/Int. Bearing (in.) 313 337 542 1.9/4.9 599 147 159 379 445 Total Load 222 3.1/7.7 70 1.5/3.5 1.5/3.5 260 30518'-6" Live Load L/360 1.7/4.3 1.8/4.5 2.5/6.1 152 487 148 161 1.5/3.5 1.5/3.6 Min. End/Int. Bearing (in.) 1.5/3.6 390 * 105 113 268 316 Total Load 274 296 442 158 2.6/6.6 1.5/3.5 1.5/3.5 1.5/3.5 186 218 20' Live Load L/360 109 349 115 125 1.5/3.5 1.5/3.5 Min. End/Int. Bearing (in.) 186 200 325 1.5/3.5 245 83 90 211 249 Total Load 124 2.2/5.6 1.5/3.5 1.5/3.5 148 174 22' Live Load L/360 1.5/3.5 1.5/3.5 2/5.1 87 257 85 92 1.5/3.5 1.5/3.5 Min. End/Int. Bearing (in.) 1.5/3.5 176 63 68 157 185 Total Load 173 188 308 92 1.9/4.7 1.5/3.5 1.5/3.5 112 131 24' Live Load L/360 65 204 63 69 1.5/3.5 1.5/3.5 Min. End/Int. Bearing (in.) 119 128 209 1.5/3.5 140 48 52 118 140 Total Load 70 1.6/4 1.5/3.5 1.5/3.5 86 102 26' Live Load L/360 1.5/3.5 1.5/3.5 1.7/4.2 51 152 1.5/3.5 1.5/3.5 Min. End/Int. Bearing (in.) 1.5/3.5 106 52 108 Total Load 105 114 189 54 1.5/3.5 41 91 80 28' Live Load L/360 40 117 1.5/3.5 68 1.5/3.5 Min. End/Int. Bearing (in.) 73 79 130 1.5/3.5 82 1.5/3.5 84 Total Load 1.5/3.5 71 64 30' Live Load L/360 1.5/3.5 1.5/3.5 1.5/3.5 91 55 1.5/3.5 Min. End/Int. Bearing (in.) 65 1.5/3.5 66 74 80 134 1.5/3.5 55 52* Indicates Total Load value controls. 71 44 1.5/3.5 52 56 93 52 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 57 42 57 62 105 1.5/3.5

41 45 74

1.5/3.5 1.5/3.5 1.5/3.5

78

56

1.5/3.5

59

43

1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

18

Floor Load Tables

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of ­simple or continuous span. – Deflection criteria of L/240 total load (TL) and L/360 live load (LL).■ For live load deflection limits of L/240 or L/480, multiply Live Load L/360 values by

1.5 or 0.75, respectively. The resulting live load must not exceed the total load shown.Also see How to Use This Table on page 18 and General Assumptions on page 5.

2.0E Microllam® LVL: Floor—100% (PLF) continued

Span Condition 31⁄2" Width (2-ply) 51⁄4" Width (3-ply) 111⁄4" 117⁄8" 14" 16" 18" 20" 51⁄2" 71⁄4" 91⁄4" 91⁄2" 3,972 4,272 14" 16" 18" 20" 1,366 2,287 3,082 3,188Total Load 3,589 3,919 3,919 3,919 916 1,978 ** 5,384 5,878 5,878 5,878 1.5/3.5 1.8/4.4 * * 3/7.6 3.3/8.26' Live Load L/360 * *** 461 1,028 2.4/5.9 2.4/6.1 2,745 2,935 **** 4.5/11.3 4.5/11.3 4.5/11.3 401 887 2,086 2,193 4.1/10.3 4.5/11.3 4.5/11.3 4.5/11.3Min. End/Int. Bearing (in.) 4.1/10.3 1.5/3.5 1.5/3.5 1,753 1,886 ** 231 524 2.1/5.3 2.2/5.6 2.8/7 3/7.5Total Load 2,414 2,885 2,934 2,934 1,475 1,551 2,128 2,354 3,621 4,328 4,402 4,402 * * 1,086 1,171 1,872 2,1708' Live Load L/360 * *** 1.5/3.5 1.5/3.5 1.8/4.5 1.9/4.7 2.6/6.5 2.9/7.2 **** 4.4/11.1 4.5/11.3 4.5/11.3 1,330 1,398 1,919 2,123 3.7/9.3 4.4/11.1 4.5/11.3 4.5/11.3Min. End/Int. Bearing (in.) 3.7/9.3 187 427 1,013 1,626 1,886 940 1.8/4.5 2.5/6.1 2.7/6.8Total Load 1,937 2,294 2,468 2,468 * * 1.7/4.3 1,327 1,469 2,905 3,441 3,702 3,702 1.5/3.5 1.5/3.5 889 976 1,1379'-6" Live Load L/360 * *** 823 602 2/5.1 2.3/5.7 **** 4.2/10.5 4.5/11.3 4.5/11.3 86 203 558 1.5/3.5 926 1,074 3.5/8.8 4.2/10.5 4.5/11.3 4.5/11.3Min. End/Int. Bearing (in.) 3.5/8.8 1.5/3.5 564 629 734 * * 521 386 1.7/4.2 1.9/4.9Total Load 1,817 2,147 2,344 2,344 1.5/3.5 1.5/3.5 357 1.5/3.5 569 668 2,725 3,221 3,516 3,516 1.5/3.5 343 391 45710' Live Load L/360 * *** 106 317 238 1.5/3.5 1.5/3.6 **** 4.1/10.3 4.5/11.3 4.5/11.3 220 1.5/3.5 403 474 3.5/8.7 4.1/10.3 4.5/11.3 4.5/11.3Min. End/Int. Bearing (in.) 3.5/8.7 * 1.5/3.5 241 280 328 1.5/3.5 222 170 1.5/3.5 1.5/3.5Total Load 1,333 1,709 1,950 1,950 157 1.5/3.5 317 374 2,000 2,563 2,925 2,925 1.5/3.5 188 223 26112' Live Load L/360 1,198 *** 173 135 1.5/3.5 1.5/3.5 1,797 * * * 3.9/9.9 4.5/11.3 4.5/11.3 125 1.5/3.5 235 278 3.1/7.7 3.9/9.9 4.5/11.3 4.5/11.3Min. End/Int. Bearing (in.) 3.1/7.7 1.5/3.5 138 168 197 127 102 1.5/3.5 1.5/3.5Total Load 975 1,253 1,563 1,669 94 1.5/3.5 178 211 1,463 1,880 2,345 2,503 1.5/3.5 104 130 15314' Live Load L/360 780 1,132 1,561 * 95 79 1.5/3.5 1.5/3.5 1,171 1,698 2,342 * 73 1.5/3.5 137 163Min. End/Int. Bearing (in.) 2.6/6.6 3.4/8.5 4.2/10.5 4.5/11.3 1.5/3.5 78 102 120 2.6/6.6 3.4/8.5 4.2/10.5 4.5/11.3 72 62 1.5/3.5 1.5/3.5Total Load 698 897 1,120 1,365 57 1.5/3.5 106 127 1,047 1,346 1,680 2,048 1.5/3.5 60 82 9716'-6" Live Load L/360 490 716 995 1,330 55 50 1.5/3.5 1.5/3.5 735 1,074 1,493 1,995 46 1.5/3.5Min. End/Int. Bearing (in.) 2.2/5.6 2.9/7.2 3.6/8.9 4.4/10.9 1.5/3.5 83 100 2.2/5.6 2.9/7.2 3.6/8.9 4.4/10.9

Total Load 515 710 887 1,081 67 79 772 1,066 1,331 1,622

18'-6" Live Load L/360 352 517 722 970 1.5/3.5 1.5/3.5 529 776 1,084 1,456

Min. End/Int. Bearing (in.) 1.9/4.7 2.6/6.4 3.2/8 3.9/9.7 1.9/4.7 2.6/6.4 3.2/8 3.9/9.7

Total Load 408 604 756 922 612 907 1,135 1,384

20' Live Load L/360 281 414 579 780 422 621 869 1,171

Min. End/Int. Bearing (in.) 1.6/4 2.4/5.9 3/7.4 3.6/9 1.6/4 2.4/5.9 3/7.4 3.6/9

Total Load 305 455 622 759 458 683 933 1,138

22' Live Load L/360 213 314 441 596 320 472 662 895

Min. End/Int. Bearing (in.) 1.5/3.5 2/4.9 2.7/6.7 3.3/8.2 1.5/3.5 2/4.9 2.7/6.7 3.3/8.2

Total Load 234 350 497 634 351 525 746 951

24' Live Load L/360 165 244 343 465 248 366 515 698

Min. End/Int. Bearing (in.) 1.5/3.5 1.7/4.2 2.4/5.9 3/7.5 1.5/3.5 1.7/4.2 2.4/5.9 3/7.5

Total Load 182 274 390 534 273 411 586 801

26' Live Load L/360 130 193 272 370 196 290 409 555

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.6 2/5.1 2.7/6.9 1.5/3.5 1.5/3.6 2/5.1 2.7/6.9

Total Load 143 217 311 427 215 326 467 641

28' Live Load L/360 105 155 219 298 157 233 329 448

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.8/4.4 2.4/6 1.5/3.5 1.5/3.5 1.8/4.4 2.4/6

Total Load 114 174 251 346 171 261 376 519

30' Live Load L/360 85 127 179 244 128 190 269 366

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.9 2.1/5.2 1.5/3.5 1.5/3.5 1.5/3.9 2.1/5.2

* Indicates Total Load value controls.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

19

Floor Load Tables

How to Use This Table

1. Calculate total and live load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total and live loads.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 21.

2.0E Parallam® PSL: Floor—100% (PLF)

Span Condition 31⁄2" Width 51⁄4" Width

Total Load 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 18" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 18" 8' Live Load L/360 1,469 1,517 2,933 2,933 2,204 2,275 4,400 4,400 1,169 1,257 1,861 1,990 2,456 1,753 1,886 2,792 2,985 3,683 Min. End/Int. Bearing (in.) 2.3/5.6 2.3/5.8 ** 2.3/5.6 2.3/5.8 * * Total Load 1,076 1,147 *** 4.5/11.3 4.5/11.3 1,614 1,720 *** 4.5/11.3 4.5/11.3 9'-6" Live Load L/360 724 780 2.9/7.1 3.1/7.6 3.8/9.4 2,333 2,467 1,086 1,171 2.9/7.1 3.1/7.6 3.8/9.4 3,500 3,700 Min. End/Int. Bearing (in.) 2.0/4.9 2.1/5.2 2.0/4.9 2.1/5.2 Total Load 930 1,003 1,510 1,611 1,970 ** 1,395 1,505 2,265 2,416 2,955 * * 10' Live Load L/360 626 675 4.3/10.6 4.5/11.3 940 1,013 4.3/10.6 4.5/11.3 Min. End/Int. Bearing (in.) 1.8/4.5 1.9/4.8 1,248 1,446 * 2,184 2,342 1.8/4.5 1.9/4.8 1,872 2,170 * 3,276 Total Load 548 592 822 888 3,514 12' Live Load L/360 372 401 2.8/6.9 2.9/7.3 3.6/9.0 ** 558 602 2.8/6.9 2.9/7.3 3.6/9.0 * Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 4.2/10.5 4.5/11.3 1.5/3.5 1.5/3.5 4.2/10.5 * Total Load 347 375 1,420 1,514 1,848 520 563 2,130 2,271 2,772 2,607 4.5/11.3 14' Live Load L/360 238 257 1,738 1,949 357 386 2,582 2,923 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1,084 1,257 * 1,721 * 1.5/3.5 1.5/3.5 1,626 1,886 * 4.0/10.0 Total Load 210 228 4.0/10.0 4.5/11.3 316 342 *16'-6" Live Load L/360 147 159 2.7/6.8 2.9/7.3 3.5/8.9 1,409 1,660 220 238 2.7/6.8 2.9/7.3 3.5/8.9 2,113 4.5/11.3 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1,132 1,561 1.5/3.5 1.5/3.5 1,698 2,490 Total Load 147 160 964 1,092 1,480 3.8/9.5 4.5/11.3 221 240 1,446 1,639 2,220 3.8/9.5 2,34218'-6" Live Load L/360 105 113 1,009 1,263 157 170 1,514 4.5/11.3 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 651 758 1,198 716 995 1.5/3.5 1.5/3.5 976 1,137 1,797 1,074 1,895 Total Load 115 125 3.2/8.1 4.0/10.1 172 187 3.2/8.1 1,493 20' Live Load L/360 2.2/5.6 2.5/6.3 3.4/8.5 759 1,000 125 135 2.2/5.6 2.5/6.3 3.4/8.5 1,138 4.0/10.1 Min. End/Int. Bearing (in.) 83 90 517 722 1.5/3.5 1.5/3.5 776 1,501 Total Load 1.5/3.5 1.5/3.5 616 721 1,093 2.7/6.8 3.6/9.0 126 137 925 1,082 1,639 2.7/6.8 1,084 22' Live Load L/360 603 850 102 905 3.6/9.0 Min. End/Int. Bearing (in.) 84 91 419 489 780 414 579 94 1.5/3.5 629 734 1,171 621 1,275 Total Load 63 68 2.4/5.9 3.3/8.3 1.5/3.5 103 2.4/5.9 24' Live Load L/360 1.5/3.5 1.5/3.5 1.7/4.2 2.0/4.9 3.0/7.4 454 642 1.7/4.2 2.0/4.9 3.0/7.4 681 869 Min. End/Int. Bearing (in.) 62 68 314 441 94 79 472 3.3/8.3 Total Load 48 52 379 444 720 2.0/4.9 2.8/6.9 73 1.5/3.5 568 667 1,080 2.0/4.9 26' Live Load L/360 1.5/3.5 1.5/3.5 349 496 1.5/3.5 523 964 Min. End/Int. Bearing (in.) 51 260 305 490 244 343 71 77 391 457 735 366 662 Total Load 41 1.7/4.2 2.4/5.9 57 62 1.7/4.2 2.8/6.9 28' Live Load L/360 1.5/3.5 1.5/3.5 1.5/3.6 2.3/5.8 272 389 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.3/5.8 409 744 Min. End/Int. Bearing (in.) 193 272 54 59 290 515 Total Load 268 315 514 1.5/3.6 2.0/5.1 46 50 402 473 771 1.5/3.6 2.4/5.9 30' Live Load L/360 216 310 1.5/3.5 1.5/3.5 324 584 Min. End/Int. Bearing (in.) 186 218 352 155 219 280 328 529 233 409 Total Load 1.5/3.5 1.8/4.4 1.5/3.5 2.0/5.1 32' Live Load L/360 1.5/3.5 1.5/3.5 1.9/4.7 173 249 1.5/3.5 1.5/3.5 1.9/4.7 260 465 Min. End/Int. Bearing (in.) 127 179 190 329 210 248 407 1.5/3.5 1.5/3.9 316 372 610 1.5/3.5 1.8/4.4* Indicates Total Load value controls. 140 203 210 374 148 174 281 105 148 223 261 422 157 269 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.9 1.5/3.5 1.5/3.5 1.6/4.0 1.5/3.5 1.5/3.5 1.6/4.0 305 223 156 184 304 234 277 457 1.5/3.5

112 131 213 168 197 320

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

118 140 232 177 210 349

86 102 165 130 153 248

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

90 107 180 135 161 271

68 80 130 102 120 196

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

70 84 142 105 126 213

55 64 105 82 97 157

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

55 66 113 82 99 170

44 52 85 67 79 128

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

52 91 64 78 136

43 70 55 65 106

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

20

Floor Load Tables

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of s­ imple or continuous span. – Deflection criteria of L/240 total load (TL) and L/360 live load (LL).■ For live load deflection limits of L/240 or L/480, multiply Live Load L/360 values by

1.5 or 0.75, respectively. The resulting live load must not exceed the total load shown.Also see How to Use This Table on page 20 and General Assumptions on page 5.

2.0E Parallam® PSL: Floor—100% (PLF) continued

Span Condition 91⁄4" 91⁄2" 111⁄4" 7" Width 14" 16" 18" 2,939 3,034 3,723 117⁄8" 4,912 5,866 5,866 Total Load 2,338 2,515 3,981 8' Live Load L/360 2.3/5.6 2.3/5.8 * * * * 2,153 2,294 2.9/7.1 * 3.8/9.4 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 1,448 1,561 3,020 3.1/7.6 3,940 4,667 4,934 Total Load 2.0/4.9 2.1/5.2 2,496 3,2229'-6" Live Load L/360 1,860 2,006 2.8/6.9 2,893 * * * Min. End/Int. Bearing (in.) 1,253 1,351 2,841 2.9/7.3 3.6/9.0 4.3/10.6 4.5/11.3 Total Load 1.8/4.5 1.9/4.8 2,168 3,029 3,696 4,369 4,685 10' Live Load L/360 1,096 1,184 2.7/6.8 2,515 Min. End/Int. Bearing (in.) 744 803 1,928 2.9/7.3 * * * Total Load 1.5/3.5 1.5/3.5 1,302 2,185 3.5/8.9 4.2/10.5 4.5/11.3 12' Live Load L/360 694 751 2.2/5.6 1,516 2,960 3,898 Min. End/Int. Bearing (in.) 476 514 1,233 2.5/6.3 2,396 3,476 Total Load 1.5/3.5 1.5/3.5 1,443 3.4/8.5 3,443 * 14' Live Load L/360 421 457 839 2,186 4.0/10.0 4.5/11.3 Min. End/Int. Bearing (in.) 294 318 1.7/4.2 979 1,561 2,818 3,320 Total Load 1.5/3.5 1.5/3.5 2.0/4.9 3.0/7.4 2,264 3,12216'-6" Live Load L/360 295 320 758 1,440 3.8/9.5 4.5/11.3 Min. End/Int. Bearing (in.) 210 227 521 889 2,019 2,526 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 610 980 1,432 1,99118'-6" Live Load L/360 230 250 536 1.5/3.6 2.3/5.8 3.2/8.1 4.0/10.1 Min. End/Int. Bearing (in.) 167 180 373 630 1,028 1,518 2,001 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 437 1,035 1,445 20' Live Load L/360 168 183 421 1.5/3.5 705 2.7/6.8 3.6/9.0 Min. End/Int. Bearing (in.) 126 136 297 497 1.9/4.7 1,207 1,700 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 348 828 22' Live Load L/360 125 137 312 1.5/3.5 814 2.4/5.9 1,159 Min. End/Int. Bearing (in.) 105 224 369 563 909 3.3/8.3 Total Load 97 1.5/3.5 1.5/3.5 263 1.6/4.0 629 1,285 24' Live Load L/360 1.5/3.5 103 236 1.5/3.5 609 2.0/4.9 Min. End/Int. Bearing (in.) 173 280 426 698 883 Total Load 94 83 1.5/3.5 204 1.5/3.5 488 2.8/6.9 26' Live Load L/360 76 1.5/3.5 181 1.5/3.5 465 1.7/4.2 Min. End/Int. Bearing (in.) 1.5/3.5 137 215 331 545 992 Total Load 72 79 1.5/3.5 161 1.5/3.5 387 687 28' Live Load L/360 61 66 140 1.5/3.5 361 1.5/3.6 2.4/5.9 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 110 168 261 432 779 Total Load 54 60 1.5/3.5 129 1.5/3.5 311 545 30' Live Load L/360 50 54 110 1.5/3.5 285 1.5/3.5 2.0/5.1 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 89 132 210 346 620 Total Load 1.5/3.5 105 1.5/3.5 254 439 32' Live Load L/360 86 1.5/3.5 226 1.5/3.5 1.8/4.4 Min. End/Int. Bearing (in.) 74 104 171 280 499 1.5/3.5 87 1.5/3.5 210 359 1.5/3.5 182 1.5/3.5 1.5/3.9 141 406 1.5/3.5 297 1.5/3.5

* Indicates Total Load value controls.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

21

Snow Roof Load Tables

How to Use This Table

1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total load.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 23.

TimberStrand® LSL: Roof—Snow Load Area 115% (PLF)

Span Condition 1.3E Grade 1.55E Grade

Total Load 31⁄2" Width 51⁄2" Plank Orientation 13⁄4" Width 3' Deflection L/240 / L/360 71⁄4" 85⁄8" 31⁄2" 43⁄8" 51⁄2" 4,643 6,469 91⁄4" 111⁄4" 1,392 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" Min. End/Int. Bearing (in.) 1,769 2,739 7,393 7,442 3,479 4,717 Total Load */1,420 */2,547 */* */* */1,224 3,642 4,717 4,717 4' Deflection L/240 / L/360 1.5/3.5 1.7/4.1 2.8/7 3.9/9.8 */* */* 1.5/3.5 */* */* Min. End/Int. Bearing (in.) 993 1,538 2,608 3,635 4.5/11.2 4.5/11.3 3.3/8.3 */* */* */* 4.5/11.3 Total Load 977/651 */1,215 */2,476 */* 4,154 5,579 996 2,219 3.5/8.7 4.5/11.3 4.5/11.3 3,536 5' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 2.1/5.3 2.9/7.3 820/546 Min. End/Int. Bearing (in.) 634 982 1,666 2,323 */* */* 1.5/3.5 */* 2,307 2,988 3,263 */* Total Load 521/347 */662 */1,398 */2,188 3.4/8.4 4.5/11.3 2.8/7.1 4.5/11.3 6' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9 2,655 3,860 533 1,629 */* */* */* 2,827 Min. End/Int. Bearing (in.) 317 614 1,155 1,610 */2605 431/287 */1,553 2.9/7.3 3.8/9.5 4.2/10.4 Total Load 309/206 595/397 */857 */1,367 2.7/6.7 */* 1.5/3.5 2.6/6.5 */* 7' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.5/3.5 2/4.9 1,841 3.9/9.7 1,260 1,688 2,132 2,306 4.5/11.3 Min. End/Int. Bearing (in.) 171 336 742 1,181 */1,641 2,677 258 */978 2,246 Total Load */131 */255 */560 */904 2.2/5.6 253/169 2.4/6 */1,658 */* */* 8' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 1,350 */* 1.5/3.5 2.7/6.7 3.4/8.5 3.7/9.2 */* Min. End/Int. Bearing (in.) 198 443 902 */1,092 3.2/8.1 924 4.3/10.7 Total Load 99 */173 */384 */626 1.9/4.8 1,963 138 */651 1,326 1,657 1,782 1,807 9'-6" Deflection L/240 / L/360 */89 1.5/3.5 1.5/3.5 1.5/3.7 1,031 */1,828 */107 2.1/5.2 Min. End/Int. Bearing (in.) 1.5/3.5 224 637 */759 2.8/7 1.5/3.5 706 */1,048 */1,605 */* */* Total Load 98 */* 579/386 1.7/4.2 1,500 679/453 2.5/6.3 3.2/7.9 3.4/8.5 4/10.1 10' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 */1,290 79 1.8/4.5 1,511 Min. End/Int. Bearing (in.) */* 182 574 728 2.4/6.1 */72 499 973 1,344 1,452 */1,352 Total Load 1.5/3.5 */* 500/333 706/470 1,061 1.5/3.5 421/280 3.9/9.6 12' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.5/3.5 */811 1.5/3.8 */699 */1,089 */1,250 1,105 Min. End/Int. Bearing (in.) 79 2.1/5.1 450 2.2/5.4 3/7.5 3.2/8.1 */870 Total Load 85 386 656 364/242 3.4/8.4 14' Deflection L/240 / L/360 */* */* 296/197 611/407 956 1.5/3.6 743 1,028 1,140 996 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 */704 283 */760 Total Load 1.9/4.9 216/144 731/487 */769 */886 3.2/816'-6" Deflection L/240 / L/360 243 453 660 1.5/3.5 1.9/4.8 2.6/6.6 2.9/7.3 690 Min. End/Int. Bearing (in.) 189/126 362/241 634/423 179 */464 Total Load 1.5/3.5 1.5/3.5 1.6/4.1 138/92 525 727 806 2.7/6.618'-6" Deflection L/240 / L/360 482 1.5/3.5 504 Min. End/Int. Bearing (in.) 147 300 409/272 109 453/302 725/483 */560 453/302 Total Load 116/77 232/154 1.5/3.5 85/57 1.6/4 2.2/5.5 2.5/6.1 2.3/5.7 20' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 327 1.5/3.5 361 Min. End/Int. Bearing (in.) 254/169 474 655 727 284/189 Total Load 102 182 1.5/3.5 76 1.9/4.8 24' Deflection L/240 / L/360 83/55 143/95 231 61/40 392/261 630/420 */487 265 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 182/121 1.5/3.5 1.5/3.8 2.1/5.3 2.3/5.8 205/136 Total Load 1.5/3.5 1.6/4 28' Deflection L/240 / L/360 79 127 181 59 306 453 503 210 Min. End/Int. Bearing (in.) 66/44 102/68 145/96 48/32 163/109 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 233/155 378/252 440/293 1.5/3.5* Indicates Total Load value controls. 101 120 99 84/56 1.5/3.5 1.8/4.4 1.9/4.9 96/64 81/54 1.5/3.5 1.5/3.5 1.5/3.5 194 318 367 60 73 53 53/35 149/99 243/162 284/189 61/40 47/31 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 1.7/4.2

118 196 230

92/61 151/101 177/118

1.5/3.5 1.5/3.5 1.5/3.5

83 138 163

66/44 108/72 127/84

1.5/3.5 1.5/3.5 1.5/3.5

64 109 128

52/35 86/57 101/67

1.5/3.5 1.5/3.5 1.5/3.5

61 72

50/33 59/39

1.5/3.5 1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

22

Snow Roof Load Tables

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/180 total load. For stiffer deflection criteria, use L/240

values for total load deflection.■ For door and window applications, Weyerhaeuser recommends using the

L/360 value for a live load deflection limit and the L/240 value for a total load limit.Also see How to Use This Table on page 22 and General Assumptions on page 5.

TimberStrand® LSL: Roof—Snow Load Area 115% (PLF) continued

Span Condition 1.55E Grade

Total Load 31⁄2" Width 51⁄4" Width (2- or 3-ply) 3' Deflection L/240 / L/360 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" Min. End/Int. Bearing (in.) 6,958 7,284 9,432 9,432 14,148 Total Load */* */* 9,432 9,432 */* */* 10,437 10,926 14,148 14,148 14,148 4' Deflection L/240 / L/360 3.3/8.3 3.5/8.7 4.5/11.3 4.5/11.3 */* Min. End/Int. Bearing (in.) 4,439 4,615 */* */* 7,070 7,070 */* */* */* */* */* 4.5/11.3 Total Load */* */* 4.5/11.3 4.5/11.3 */* */* 3.3/8.3 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3 10,605 5' Deflection L/240 / L/360 2.8/7.1 2.9/7.3 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 3,258 3,376 5,976 6,526 5,652 5,652 6,659 6,923 8,965 9,790 10,605 */* Total Load */3,106 */3,316 */* */* 4.5/11.3 6' Deflection L/240 / L/360 2.6/6.5 2.7/6.7 */* */* 4.5/11.3 4.5/11.3 */* */* */* */* */* 8,478 Min. End/Int. Bearing (in.) 2,521 2,652 3.8/9.5 4.2/10.4 4,492 4,707 2.8/7.1 2.9/7.3 3.8/9.5 4.2/10.4 4.5/11.3 Total Load */1,957 */2,097 */* */* */* 7' Deflection L/240 / L/360 2.4/6 2.5/6.3 4,265 4,612 4.3/10.7 4.5/11.3 4,887 5,064 6,398 6,919 8,478 4.5/11.3 Min. End/Int. Bearing (in.) 1,849 1,946 3,614 4,032 Total Load */1,302 */1,399 */* */* */* */* */4,659 */4,975 */* */* */* 7,061 8' Deflection L/240 / L/360 2.1/5.2 2.2/5.4 3.4/8.5 3.7/9.2 4/10.1 4.5/11.3 2.6/6.5 2.7/6.7 3.4/8.5 3.7/9.2 4.5/11.3 */* Min. End/Int. Bearing (in.) 1,413 1,487 3,022 3,526 4.5/11.3 Total Load 1,359/906 1,462/974 3,315 3,565 */2,705 */* 3,781 3,979 4,972 5,348 6,739 6,0489'-6" Deflection L/240 / L/360 1.8/4.5 1.9/4.8 3.9/9.6 4.5/11.3 */* Min. End/Int. Bearing (in.) 999 1,051 */3,210 */* 2,211 2,854 */2,936 */3,146 */4,816 */* */* 4.5/11.3 Total Load 842/561 907/605 3.2/7.9 3.4/8.5 */1,740 */2,456 2.4/6 2.5/6.3 3.2/7.9 3.4/8.5 4.3/10.7 5,289 10' Deflection L/240 / L/360 1.5/3.8 1.6/4 3.4/8.4 4.3/10.8 */* Min. End/Int. Bearing (in.) 901 948 2,689 2,904 1,993 2,574 2,774 2,919 4,034 4,357 5,421 4.5/11.3 Total Load 728/485 785/523 */1,520 */2,154 4,282 12' Deflection L/240 / L/360 1.5/3.6 1.5/3.8 */2,179 */2,501 3.2/8 4.1/10.3 */1,954 */2,098 */3269 */3,752 */* */3,684 Min. End/Int. Bearing (in.) 566 612 3/7.5 3.2/8.1 1,380 1,782 2.1/5.2 2.2/5.4 3/7.5 3.2/8.1 4/10.1 4.3/10.8 Total Load 432/288 467/311 */928 */1,334 3,862 14' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 2,056 2,280 2.7/6.6 3.4/8.6 2,120 2,231 3,084 3,420 4,534 */3,232 Min. End/Int. Bearing (in.) 359 388 1,009 1,305 4.1/10.3 Total Load 276/184 299/199 */1,538 */1,773 907/605 */877 2,038/1,359 2,193/1,462 */2,307 */2,660 */4,058 2,67416'-6" Deflection L/240 / L/360 1.5/3.5 1.5/3.5 2.6/6.6 2.9/7.3 2.3/5.7 2.9/7.3 1.8/4.5 1.9/4.8 2.6/6.6 2.9/7.3 3.9/9.6 */2,001 Min. End/Int. Bearing (in.) 218 236 722 934 3.4/8.6 Total Load 171/114 185/123 1,454 1,613 569/379 832/555 1,499 1,577 2,181 2,419 3,316 1,95718'-6" Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.9/4.8 2.5/6.2 */1,316 Min. End/Int. Bearing (in.) 152 166 1,451/967 */1,121 531 739 1,263/842 1,361/907 2,176/1,451 */1,681 */2,610 2.9/7.3 Total Load 122/81 132/88 2.2/5.5 2.5/6.1 410/273 601/401 1.5/3.8 1.6/4 2.2/5.5 2.5/6.1 3.4/8.4 1,402 20' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.6/4 2.2/5.6 1,248/832 Min. End/Int. Bearing (in.) 119 129 1,311 1,454 421 624 1,351 1,422 1,967 2,182 2,990 2.5/6.2 Total Load 97/64 105/70 327/218 481/320 1,109 24' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1,260/840 */974 1.5/3.5 2/5.1 1,092/728 1,178/785 1,890/1,260 */1,462 */2,280 902/601 Min. End/Int. Bearing (in.) 2.1/5.3 2.3/5.8 241 361 1.5/3.6 1.5/3.8 2.1/5.3 2.3/5.8 3.2/8 2.2/5.6 Total Load 65 71 192/128 284/189 936 28' Deflection L/240 / L/360 56/37 61/40 907 1,006 1.5/3.5 1.5/3.6 850 918 1,360 1,509 2,070 722/481 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 147 224 2/5.1 756/504 881/587 122/81 181/120 649/432 700/467 1,135/756 1,322/881 */1,393 542 1.5/3.5 1.5/3.5 426/284 1.8/4.4 1.9/4.9 1.5/3.5 1.5/3.5 1.8/4.4 1.9/4.9 2.7/6.6 1.5/3.6 336 637 735 538 582 956 1,103 1,514 271/181 1.5/3.5 487/325 569/379 415/276 448/299 731/487 854/569 1,361/907

1.5/3.6 1.7/4.2 1.5/3.5 1.5/3.5 1.5/3.6 1.7/4.2 2.3/5.7

392 460 327 354 588 690 1,084

303/202 354/236 256/171 277/185 455/303 532/354 854/569

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.9/4.8

277 326 229 249 416 489 797

217/144 254/169 183/122 198/132 326/217 381/254 615/410

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.6/4

218 257 179 194 327 385 631

172/115 202/135 145/97 157/105 259/172 304/202 491/327

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

122 145 98 106 183 217 361

101/67 118/79 84/56 91/61 151/101 177/118 288/192

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

73 87 56 61 109 130 221

64/42 75/50 53/35 58/38 96/64 112/75 183/122

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

* Indicates Total Load value controls.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

23

Snow Roof Load Tables

How to Use This Table

1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total load.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 25.

2.0E Microllam® LVL: Roof—Snow Load Area 115% (PLF)

Span Condition 51⁄2" 71⁄4" 13⁄4" Width 117⁄8" 14" 51⁄2" 71⁄4" 31⁄2" Width (2-ply) 111⁄4" 117⁄8" 474 877 91⁄4" 91⁄2" 111⁄4" 1,638 1,961 948 1,755 91⁄4" 91⁄2" 3,047 3,277 Total Load 458 916 2,365 2,446 6' Deflection L/240 1.5/3.5 * 1,182 1,223 1,523 * * 1.5/3.5 * * * 153 2/5 3.8/9.4 4.5/11.3 307 2/5 ** 3.5/8.7 3.8/9.4 Min. End/Int. Bearing (in.) 342 *** 1,126 1,389 685 2.7/6.8 2.8/7 2,106 2,252 Total Load * 2.7/6.8 2.8/7 3.5/8.7 * 1,601 1,682 8' Deflection L/240 1.5/3.5 * * * 1.5/3.5 * * * Min. End/Int. Bearing (in.) 1.5/3.5 800 841 1,053 3.5/8.6 4.3/10.6 1.5/3.5 ** 3.2/8.1 3.5/8.6 Total Load 77 154 2.5/6.1 2.6/6.4 1,633 1,807 9'-6" Deflection L/240 174 *** 903 1,114 349 1,132 1,190 Min. End/Int. Bearing (in.) * 2.5/6.1 2.6/6.4 3.2/8.1 * 1,086 1,171 * * Total Load 1.5/3.5 * * * 1.5/3.5 * 2.1/5.2 2.2/5.4 3/7.4 3.3/8.2 10' Deflection L/240 1.5/3.5 566 595 816 3.3/8.2 4.1/10.2 1.5/3.5 1,021 1,073 1,473 1,629 Min. End/Int. Bearing (in.) 62 1,045 124 Total Load 142 543 585 * 814 284 940 1,013 * * 12' Deflection L/240 * * * 2/4.9 2.1/5.2 2.8/7.1 3.1/7.8 Min. End/Int. Bearing (in.) 1.5/3.5 * 2.1/5.2 2.2/5.4 3/7.4 * 4/10 1.5/3.5 * 706 742 1,019 1,128 Total Load 1.5/3.5 3.1/7.8 767 1.5/3.5 558 602 14' Deflection L/240 510 536 736 57 1.6/4.1 1.7/4.3 976 * Min. End/Int. Bearing (in.) 67 564 * 135 466 505 2.4/5.9 2.6/6.5 Total Load 470 506 * * 3.5/8.9 * 357 38616'-6" Deflection L/240 * 2.6/6.5 1.5/3.5 * 1.5/3.5 1.5/3.5 745 825 Min. End/Int. Bearing (in.) 1.5/3.5 2/4.9 2.1/5.2 2.8/7.1 412 562 1.5/3.5 285 308 629 734 Total Load 367 * 220 238 2/5 2.2/5.618'-6" Deflection L/240 353 371 509 2.2/5.6 3/7.6 70 1.5/3.5 1.5/3.5 510 591 Min. End/Int. Bearing (in.) 295 402 200 217 391 457 Total Load 279 301 488 228 367 * 157 170 1.6/4.1 1.9/4.7 20' Deflection L/240 1.9/4.7 2.6/6.4 1.5/3.5 1.5/3.5 1.5/3.5 362 425 Min. End/Int. Bearing (in.) 1.6/4.1 1.7/4.3 2.4/5.9 212 318 157 171 280 328 Total Load 164 264 125 135 1.5/3.5 1.5/3.9 22' Deflection L/240 233 252 372 1.5/3.9 2.3/5.7 1.5/3.5 1.5/3.5 286 336 Min. End/Int. Bearing (in.) 168 271 116 126 223 261 Total Load 178 193 314 130 211 94 102 1.5/3.5 1.5/3.5 24' Deflection L/240 1.5/3.5 2.1/5.3 1.5/3.5 1.5/3.5 213 251 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 2/5 125 206 87 95 168 197 Total Load 98 160 73 79 1.5/3.5 1.5/3.5 26' Deflection L/240 142 154 255 1.5/3.5 1.8/4.5 1.5/3.5 1.5/3.5 162 191 Min. End/Int. Bearing (in.) 95 158 67 73 130 153 Total Load 110 119 195 76 124 57 62 1.5/3.5 1.5/3.5 28' Deflection L/240 1.5/3.5 1.5/3.8 1.5/3.5 1.5/3.5 125 148 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.6/4.1 74 123 52 56 102 120 Total Load 60 98 46 50 1.5/3.5 1.5/3.5 30' Deflection L/240 100 108 181 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 98 117 Min. End/Int. Bearing (in.) 58 98 82 97 78 85 140 48 78 1.5/3.5 1.5/3.5* Indicates Total Load value controls. 1.5/3.5 1.5/3.5 78 93 1.5/3.5 1.5/3.5 1.5/3.5 78 67 79 64 1.5/3.5 1.5/3.5 78 85 143 1.5/3.5

62 67 111

1.5/3.5 1.5/3.5 1.5/3.5

58 63 106

47 51 84

1.5/3.5 1.5/3.5 1.5/3.5

81

65

1.5/3.5

62

51

1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

24

Snow Roof Load Tables

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/180 total load. For stiffer deflection criteria, use L/240

values for total load deflection.Also see How to Use This Table on page 24 and General Assumptions on page 5.

2.0E Microllam® LVL: Roof—Snow Load Area 115% (PLF) continued

Span Condition 31⁄2" Width (2-ply) 51⁄4" Width (3-ply)

Total Load 14" 16" 18" 20" 51⁄2" 71⁄4" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 18" 20" 6' Deflection L/240 1,423 2,632 3,547 3,669 5,878 5,878 5,878 5,878 3,919 3,919 3,919 3,919 1,374 4,571 4,916 Min. End/Int. Bearing (in.) 1.5/3.5 * * * * * * * Total Load **** 461 2/5 2.7/6.8 2.8/7 ** 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3 8' Deflection L/240 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3 1,028 2,401 2,524 3.5/8.7 3.8/9.4 4,168 4,402 4,402 4,402 Min. End/Int. Bearing (in.) * Total Load 2,778 2,934 2,934 2,934 1.5/3.5 * * * 3,159 3,378 * * * * 9'-6" Deflection L/240 1.5/3.5 2.5/6.1 2.6/6.4 4.3/10.6 4.5/11.3 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) **** 231 1,698 1,785 ** 3,344 3,702 3,702 3,702 Total Load 4.3/10.6 4.5/11.3 4.5/11.3 4.5/11.3 524 1,630 1,757 3.2/8.1 3.5/8.6 10' Deflection L/240 * 2.1/5.2 2.2/5.4 * * * * Min. End/Int. Bearing (in.) 2,229 2,468 2,468 2,468 1.5/3.5 * 1,531 1,610 2,450 2,710 4.1/10.2 4.5/11.3 4.5/11.3 4.5/11.3 Total Load 1.5/3.5 1,410 1,520 3,137 3,516 3,516 3,516 12' Deflection L/240 **** 187 2/4.9 2.1/5.2 ** Min. End/Int. Bearing (in.) 4.1/10.2 4.5/11.3 4.5/11.3 4.5/11.3 427 1,059 1,113 3/7.4 3.3/8.2 * * * * Total Load * 4/10 4.5/11.3 4.5/11.3 4.5/11.3 14' Deflection L/240 2,091 2,344 2,344 2,344 1.5/3.5 * 837 904 2,209 2,444 2,303 2,925 2,925 2,925 Min. End/Int. Bearing (in.) 1.5/3.5 1.6/4.1 1.7/4.3 Total Load **** 86 ** * * * *16'-6" Deflection L/240 4/10 4.5/11.3 4.5/11.3 4.5/11.3 203 700 757 2.8/7.1 3.1/7.8 3.5/8.9 4.5/11.3 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) * 535 579 1,686 2,166 2,503 2,503 Total Load 1,535 1,950 1,950 1,950 1.5/3.5 * 1.5/3.5 1.5/3.5 1,529 1,69218'-6" Deflection L/240 1.5/3.5 427 463 * * * * Min. End/Int. Bearing (in.) **** 331 358 1,464 * 3/7.6 3.9/9.7 4.5/11.3 4.5/11.3 Total Load 3.5/8.9 4.5/11.3 4.5/11.3 4.5/11.3 106 1.5/3.5 1.5/3.5 1,208 1,552 1,936 2,120 20' Deflection L/240 301 326 2.4/5.9 2.6/6.5 1,103 Min. End/Int. Bearing (in.) * 236 256 2.6/6.4 * * * Total Load 1,124 1,444 1,669 1,669 1.5/3.5 1.5/3.5 1.5/3.5 1,118 1,238 956 3.3/8.3 4.1/10.3 4.5/11.3 22' Deflection L/240 236 256 794 1,230 1,535 1,871 Min. End/Int. Bearing (in.) **** 188 203 943 1,102 2.3/5.7 1,164 Total Load 3/7.6 3.9/9.7 4.5/11.3 4.5/11.3 1.5/3.5 1.5/3.5 815 2.9/7.4 * * 24' Deflection L/240 174 190 2/5 2.2/5.6 633 1,048 3.7/9.2 4.5/11.2 Min. End/Int. Bearing (in.) 141 153 2.1/5.3 1,309 1,596 Total Load 805 1,035 1,291 1,413 1.5/3.5 1.5/3.5 765 886 619 931 1,304 26' Deflection L/240 131 143 480 2.7/6.8 3.4/8.5 * Min. End/Int. Bearing (in.) 735 * * * 109 118 587 686 1.8/4.5 1,077 4.1/10.3 Total Load 2.6/6.4 3.3/8.3 4.1/10.3 4.5/11.3 1.5/3.5 1.5/3.5 475 862 28' Deflection L/240 101 110 1.6/4.1 1.9/4.7 372 708 994 1,314 Min. End/Int. Bearing (in.) 86 93 1.5/3.8 2.5/6.2 3.1/7.7 * Total Load 637 820 1,023 1,247 1.5/3.5 1.5/3.5 543 638 371 708 30' Deflection L/240 78 85 294 550 900 3.8/9.4 Min. End/Int. Bearing (in.) 529 776 * * 69 75 420 492 1.5/3.5 2.2/5.6 773 1,099 1.5/3.5 1.5/3.5 294 556 2.8/7.1 1,047* Indicates Total Load value controls. 2.3/5.7 2.9/7.4 3.7/9.2 4.5/11.2 61 66 1.5/3.5 1.5/3.9 236 435 763 3.4/8.6 56 61 1.5/3.5 1.9/4.8 613 932 543 699 872 1,064 1.5/3.5 1.5/3.5 429 504 236 442 2.6/6.5 832 193 350 632 3.2/7.9 422 621 869 * 334 392 1.5/3.5 1.7/4.2 494 799 357 2.3/5.9 672 2.1/5.3 2.7/6.8 3.4/8.5 4.1/10.3 1.5/3.5 1.5/3.5 286 511 3/7.4 1.5/3.6 404 692 412 575 718 876 320 377 2.1/5.1 550 2.8/6.9 320 472 662 * 252 296

1.8/4.5 2.5/6.2 3.1/7.7 3.8/9.4 1.5/3.5 1.5/3.5

316 472 600 732 243 287

248 366 515 698 195 229

1.5/3.8 2.2/5.6 2.8/7.1 3.4/8.6 1.5/3.5 1.5/3.5

247 370 509 621 188 223

196 290 409 555 154 181

1.5/3.5 1.9/4.8 2.6/6.5 3.2/7.9 1.5/3.5 1.5/3.5

196 295 421 533 148 175

157 233 329 448 123 145

1.5/3.5 1.7/4.2 2.3/5.9 3/7.4 1.5/3.5 1.5/3.5

157 238 341 461 117 139

128 190 269 366 101 118

1.5/3.5 1.5/3.6 2.1/5.1 2.8/6.9 1.5/3.5 1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

25

Snow Roof Load Tables

How to Use This Table

1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total load.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 27.

2.0E Parallam® PSL: Roof—Snow Load Area 115% (PLF)

Span Condition 91⁄4" 91⁄2" 31⁄2" Width 91⁄4" 91⁄2" 51⁄4" Width 1,691 1,746 111⁄4" 117⁄8" 14" 16" 18" 2,537 2,619 111⁄4" 117⁄8" 14" 16" 18" Total Load 8' Deflection L/240 * * 2,142 2,291 2,826 2,933 2,933 * * 3,213 3,436 4,240 4,400 4,400 2.6/6.5 2.7/6.7 2.6/6.5 2.7/6.7 Min. End/Int. Bearing (in.) 1,255 1,320 ***** 1,883 1,980 ***** Total Load 1,086 1,171 3.3/8.2 3.5/8.8 4.3/10.8 4.5/11.3 4.5/11.3 1,630 1,757 3.3/8.2 3.5/8.8 4.3/10.8 4.5/11.3 4.5/11.39'-6" Deflection L/240 2.3/5.7 2.4/6.0 2.3/5.7 2.4/6.0 Min. End/Int. Bearing (in.) 1,132 1,190 1,738 1,854 2,268 2,467 2,467 1,698 1,786 2,607 2,781 3,402 3,700 3,700 Total Load 1,013 1,410 1,520 10' Deflection L/240 940 2.3/5.7 ***** 2.2/5.4 2.3/5.7 ***** Min. End/Int. Bearing (in.) 2.2/5.4 3.2/7.9 3.4/8.4 4.1/10.3 4.5/11.3 4.5/11.3 1,101 1,190 3.2/7.9 3.4/8.4 4.1/10.3 4.5/11.3 4.5/11.3 Total Load 793 12' Deflection L/240 734 602 1,635 1,743 2,127 2,342 2,342 837 904 2,453 2,615 3,191 3,514 3,514 Min. End/Int. Bearing (in.) 558 1.8/4.6 1.7/4.3 1.8/4.6 Total Load 1.7/4.3 504 1,626 * * * * 2,439 * * * * 14' Deflection L/240 466 386 699 756 Min. End/Int. Bearing (in.) 357 1.5/3.5 3.1/7.8 3.3/8.4 4.1/10.2 4.5/11.3 4.5/11.3 535 579 3.1/7.8 3.3/8.4 4.1/10.2 4.5/11.3 4.5/11.3 Total Load 1.5/3.5 308 1.5/3.5 1.5/3.516'-6" Deflection L/240 284 238 1,135 1,258 1,704 1,949 1,949 426 462 1,703 1,887 2,557 2,923 2,923 Min. End/Int. Bearing (in.) 220 1.5/3.5 331 358 Total Load 1.5/3.5 217 976 1,137 * * * 1.5/3.5 1.5/3.5 1,464 1,706 * * *18'-6" Deflection L/240 200 170 300 325 Min. End/Int. Bearing (in.) 157 1.5/3.5 2.6/6.6 2.9/7.3 3.9/9.8 4.5/11.3 4.5/11.3 236 256 2.6/6.6 2.9/7.3 3.9/9.8 4.5/11.3 4.5/11.3 Total Load 1.5/3.5 170 1.5/3.5 1.5/3.5 20' Deflection L/240 157 135 826 921 1,259 1,623 1,667 235 255 1,240 1,381 1,889 2,434 2,501 Min. End/Int. Bearing (in.) 125 1.5/3.5 188 203 Total Load 1.5/3.5 126 629 734 1,171 * * 1.5/3.5 1.5/3.5 943 1,102 1,757 * * 22' Deflection L/240 115 102 173 189 Min. End/Int. Bearing (in.) 94 1.5/3.5 2.2/5.6 2.5/6.2 3.4/8.5 4.4/10.9 4.5/11.3 141 153 2.2/5.6 2.5/6.2 3.4/8.5 4.4/10.9 4.5/11.3 Total Load 1.5/3.5 95 1.5/3.5 1.5/3.5 24' Deflection L/240 87 79 509 597 902 1,163 1,412 130 142 764 896 1,353 1,745 2,118 Min. End/Int. Bearing (in.) 73 1.5/3.5 109 118 Total Load 1.5/3.5 72 391 457 735 1,074 * 1.5/3.5 1.5/3.5 587 686 1,103 1,611 * 26' Deflection L/240 66 62 1.6/4.1 1.9/4.8 2.9/7.2 3.7/9.3 4.5/11.3 100 109 Min. End/Int. Bearing (in.) 57 1.5/3.5 86 93 1.6/4.1 1.9/4.8 2.9/7.2 3.7/9.3 4.5/11.2 Total Load 1.5/3.5 56 1.5/3.5 1.5/3.5 28' Deflection L/240 51 50 361 424 690 922 1,154 77 84 542 637 1,035 1,383 1,731 Min. End/Int. Bearing (in.) 46 1.5/3.5 69 75 Total Load 1.5/3.5 280 328 529 776 1,084 1.5/3.5 1.5/3.5 420 492 794 1,164 1,626 30' Deflection L/240 60 65 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.9 2.5/6.2 3.3/8.3 4.1/10.3 56 61 1.5/3.5 1.5/3.9 2.5/6.2 3.3/8.3 4.1/10.3 Total Load 1.5/3.5 1.5/3.5 32' Deflection L/240 285 335 548 786 984 51 427 503 822 1,179 1,476 Min. End/Int. Bearing (in.) 50 223 261 422 621 869 1.5/3.5 334 392 633 931 1,304

1.5/3.5 1.5/3.5 2.1/5.4 3.1/7.7 3.8/9.6 1.5/3.5 1.5/3.5 2.1/5.4 3.1/7.7 3.8/9.6

212 250 411 611 810 318 375 617 917 1,215

168 197 320 472 662 252 296 480 708 994

1.5/3.5 1.5/3.5 1.8/4.5 2.6/6.6 3.5/8.7 1.5/3.5 1.5/3.5 1.8/4.5 2.6/6.6 3.5/8.7

161 191 315 471 668 242 286 473 707 1,002

130 153 248 366 515 195 229 372 550 773

1.5/3.5 1.5/3.5 1.5/3.8 2.2/5.6 3.1/7.9 1.5/3.5 1.5/3.5 1.5/3.8 2.2/5.6 3.1/7.9

124 148 246 369 525 187 222 369 554 788

102 120 196 290 409 154 181 294 435 613

1.5/3.5 1.5/3.5 1.5/3.5 1.9/4.8 2.7/6.8 1.5/3.5 1.5/3.5 1.5/3.5 1.9/4.8 2.7/6.8

97 116 195 294 420 146 174 292 441 630

82 97 157 233 329 123 145 236 350 494

1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9 1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9

77 92 156 236 339 116 138 234 355 509

67 79 128 190 269 101 118 193 286 404

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1

61 74 126 192 277 92 111 189 289 416

55 65 106 157 223 83 97 159 236 334

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.5

* Indicates Total Load value controls.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

26

Snow Roof Load Tables

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/180 total load. For stiffer deflection criteria, use L/240

values for total load deflection.Also see How to Use This Table on page 26 and General Assumptions on page 5.

2.0E Parallam® PSL: Roof—Snow Load Area 115% (PLF) continued

Span Condition 91⁄4" 91⁄2" 111⁄4" 7" Width 14" 16" 18" 3,383 3,492 4,285 117⁄8" 5,653 5,866 5,866 Total Load 4,582 8' Deflection L/240 * * * * * * 2.6/6.5 2.7/6.7 3.3/8.2 * 4.3/10.8 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 2,511 2,641 3,477 3.5/8.8 4,536 4,934 4,934 Total Load 2,173 2,342 3,709 9'-6" Deflection L/240 2.3/5.7 2.4/6.0 * * * * Min. End/Int. Bearing (in.) 2,264 2,381 3.2/7.9 * 4.1/10.3 4.5/11.3 4.5/11.3 Total Load 1,880 2,027 3,271 3.4/8.4 4,255 4,685 4,685 10' Deflection L/240 2.2/5.4 2.3/5.7 3,252 3,487 Min. End/Int. Bearing (in.) 1,468 1,586 3.1/7.8 * * * Total Load 1,116 1,205 2,271 * 4.1/10.2 4.5/11.3 4.5/11.3 12' Deflection L/240 1.7/4.3 1.8/4.6 1,953 3.3/8.4 3,409 3,898 3,898 Min. End/Int. Bearing (in.) 1,008 2.6/6.6 2,517 Total Load 932 1,653 2,274 * * * 14' Deflection L/240 714 772 1,258 2.9/7.3 3.9/9.8 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 2.2/5.6 1,842 2,519 3,246 3,335 Total Load 569 1,019 1,469 2,34216'-6" Deflection L/240 441 616 2.5/6.2 3.4/8.5 * * Min. End/Int. Bearing (in.) 1.5/3.5 477 782 1,195 1,805 4.4/10.9 4.5/11.3 Total Load 400 1.5/3.5 1.6/4.1 1,470 2,327 2,82418'-6" Deflection L/240 315 434 915 2.9/7.2 2,148 Min. End/Int. Bearing (in.) 1.5/3.5 341 723 1.9/4.8 1,381 3.7/9.3 * Total Load 314 1.5/3.5 560 1,058 1,844 4.5/11.3 20' Deflection L/240 250 340 1.5/3.5 849 2.5/6.2 1,553 2,308 Min. End/Int. Bearing (in.) 1.5/3.5 271 570 656 1,096 3.3/8.3 2,168 Total Load 231 1.5/3.5 446 1.5/3.9 1,572 4.1/10.3 22' Deflection L/240 189 252 1.5/3.5 671 845 1,242 1,969 Min. End/Int. Bearing (in.) 1.5/3.5 204 425 523 2.1/5.4 3.1/7.7 1,739 Total Load 174 1.5/3.5 337 1.5/3.5 1,223 3.8/9.6 24' Deflection L/240 146 190 1.5/3.5 501 823 1,620 Min. End/Int. Bearing (in.) 1.5/3.5 158 323 395 640 944 1,325 Total Load 133 1.5/3.5 260 1.5/3.5 1.8/4.5 2.6/6.6 3.5/8.7 26' Deflection L/240 115 145 1.5/3.5 382 631 1,336 Min. End/Int. Bearing (in.) 1.5/3.5 124 249 306 496 942 1,031 Total Load 102 1.5/3.5 205 1.5/3.5 1.5/3.8 733 3.1/7.9 28' Deflection L/240 92 112 1.5/3.5 296 492 2.2/5.6 1,051 Min. End/Int. Bearing (in.) 1.5/3.5 100 195 241 392 739 Total Load 80 1.5/3.5 165 1.5/3.5 1.5/3.5 580 818 30' Deflection L/240 75 87 1.5/3.5 232 390 1.9/4.8 2.7/6.8 Min. End/Int. Bearing (in.) 1.5/3.5 81 154 194 315 588 Total Load 62 1.5/3.5 134 1.5/3.5 1.5/3.5 467 840 32' Deflection L/240 62 68 1.5/3.5 184 312 1.7/4.2 659 Min. End/Int. Bearing (in.) 1.5/3.5 67 123 158 257 473 2.3/5.9 1.5/3.5 111 1.5/3.5 1.5/3.5 381 679* Indicates Total Load value controls. 1.5/3.5 148 253 1.5/3.6 539 130 212 385 2.1/5.1 1.5/3.5 1.5/3.5 315 555 1.5/3.5 446 1.8/4.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

27

NON-SNOW ROOF LOAD TABLES

How to Use This Table

1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total load.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 29.

TimberStrand® LSL: Roof—Non-Snow Load Area 125% (PLF)

Span Condition 1.3E Grade 1.55E Grade

Total Load 31⁄2" Width 51⁄2" Plank Orientation 13⁄4" Width 3' Deflection L/240 / L/360 71⁄4" 85⁄8" 31⁄2" 43⁄8" 51⁄2" 5,047 7,032 91⁄4" 111⁄4" 1,514 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" Min. End/Int. Bearing (in.) 1,924 2,978 */4,885 */* 7,442 7,442 4,717 Total Load */1,420 */2,547 3.1/7.6 4.3/10.6 */* */* */1,224 3,782 3,959 4,717 4,717 */* 4' Deflection L/240 / L/360 1.5/3.5 1.8/4.5 2,836 3,951 4.5/11.3 4.5/11.3 1.5/3.5 4.5/11.3 Min. End/Int. Bearing (in.) 1,080 1,673 */2,476 */3,764 4,516 5,579 1,084 */* */* */* */* 3,536 Total Load 977/651 */1,215 2.3/5.7 3.2/8 */4,423 */* 820/546 */* 5' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1,812 2,526 3.6/9.1 4.5/11.3 1.5/3.5 3.6/9 3.8/9.4 4.5/11.3 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 647 1,068 */1,398 */2,188 2,887 4,197 2,827 Total Load 521/347 993/662 1.8/4.6 2.6/6.4 */2,605 */4,154 533 2,413 2,508 3,248 3,536 */* 6' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1,256 1,751 2.9/7.3 4.2/10.6 431/287 4.5/11.3 Min. End/Int. Bearing (in.) 317 614 */857 */1,367 2,002 2,911 1.5/3.5 */* */* */* */* 2,354 Total Load 309/206 595/397 1.5/3.8 2.1/5.3 */1,641 */2,692 */* 7' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 742 1,284 2.4/6.1 3.5/8.8 258 3.1/7.7 3.2/8 4.1/10.3 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 171 336 */560 */904 1,468 2,135 253/169 1,965 Total Load */131 */255 1.5/3.5 1.8/4.6 */1,092 */1,828 1.5/3.5 1,771 1,835 2,318 2,507 */1,877 8' Deflection L/240 / L/360 1.5/3.5 1.5/3.5 443 981 2.1/5.2 3/7.6 4.4/11 Min. End/Int. Bearing (in.) 198 */384 939/626 1,122 1,632 138 */1,553 */1,658 */* */* 1,643 Total Load 99 */173 1.5/3.5 1.6/4 */759 */1,290 */107 */1,352 9'-6" Deflection L/240 / L/360 */89 1.5/3.5 224 693 1.8/4.6 2.6/6.6 1.5/3.5 2.8/7 2.9/7.3 3.7/9.2 4/10 4.2/10.5 Min. End/Int. Bearing (in.) 1.5/3.5 */* 579/386 793 1,154 1,202 Total Load 98 1.5/3.5 1.5/3.5 706/470 */811 79 1,370 1,442 1,802 1,938 */870 10' Deflection L/240 / L/360 */* 182 624 1.5/3.8 2.2/5.6 */72 3.6/9.1 Min. End/Int. Bearing (in.) 1.5/3.5 */* 500/333 714 1,040 1.5/3.5 */978 */1,048 */1,605 */1,831 1,084 Total Load 79 1.5/3.5 1.5/3.5 611/407 */704 */760 12' Deflection L/240 / L/360 */* 85 386 1.5/3.6 2.1/5.3 2.6/6.6 2.8/6.9 3.4/8.6 3.7/9.3 3.5/8.7 Min. End/Int. Bearing (in.) 1.5/3.5 */* 296/197 474 719 750 Total Load 1.5/3.5 1.5/3.5 362/241 634/423 1,005 1,058 1,462 1,579 696/464 14' Deflection L/240 / L/360 1.5/3.5 1.8/4.4 2.9/7.2 Min. End/Int. Bearing (in.) 243 300 525 977/651 1,049/699 */1,089 */1,250 549 Total Load 189/126 232/154 409/272 453/30216'-6" Deflection L/240 / L/360 1.5/3.5 1.5/3.5 1.5/3.8 2.2/5.6 2.4/5.9 3.3/8.2 3.5/8.8 2.5/6.2 Min. End/Int. Bearing (in.) 182 327 372 Total Load 147 143/95 254/169 768 809 1,118 1,239 284/18918'-6" Deflection L/240 / L/360 116/77 1.5/3.5 1.5/3.5 2/5 Min. End/Int. Bearing (in.) 1.5/3.5 127 231 679/453 731/487 */769 */886 265 Total Load 102/68 182/121 205/136 20' Deflection L/240 / L/360 102 1.5/3.5 1.5/3.5 2/4.9 2.1/5.2 2.9/7.1 3.2/7.9 1.6/4 Min. End/Int. Bearing (in.) 83/55 181 210 Total Load 1.5/3.5 99 145/96 543 572 791 877 163/109 24' Deflection L/240 / L/360 81/54 1.5/3.5 1.5/3.5 Min. End/Int. Bearing (in.) 79 1.5/3.5 101 421/280 453/302 725/483 840/560 120 Total Load 66/44 84/56 96/64 28' Deflection L/240 / L/360 1.5/3.5 53 1.5/3.5 1.7/4.1 1.7/4.4 2.4/6 2.7/6.7 1.5/3.5 Min. End/Int. Bearing (in.) 47/31 1.5/3.5 60 480 515 713 791 73* Indicates Total Load value controls. 53/35 61/40 1.5/3.5 364/242 392/261 630/420 731/487 1.5/3.5

1.5/3.9 1.7/4.1 2.3/5.7 2.5/6.3

283 306 493 547

216/144 233/155 378/252 440/293

1.5/3.5 1.5/3.5 1.9/4.8 2.1/5.3

179 194 318 373

138/92 149/99 243/162 284/189

1.5/3.5 1.5/3.5 1.5/3.6 1.7/4.2

109 118 196 230

85/57 92/61 151/101 177/118

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

76 83 138 163

61/40 66/44 108/72 127/84

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

59 64 109 128

48/32 52/35 86/57 101/67

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

61 72

50/33 59/39

1.5/3.5 1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

28

NON-SNOW ROOF LOAD TABLES

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/180 total load. For stiffer deflection criteria, use L/240

values for total load deflection.■ For door and window applications, Weyerhaeuser recommends using the

L/360 value for a live load deflection limit and the L/240 value for a total load limit.Also see How to Use This Table on page 28 and General Assumptions on page 5.

TimberStrand® LSL: Roof—Non-Snow Load Area 125% (PLF) continued

Span Condition 1.55E Grade

31⁄2" Width 51⁄4" Width (2- or 3-ply)

91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16"

Total Load 7,564 7,918 9,432 9,432 9,432 9,432 11,346 11,877 14,148 14,148 14,148 14,148

3' Deflection L/240 / L/360 */* */* */* */* */* */* */* */* */* */* */* */*

Min. End/Int. Bearing (in.) 3.6/9 3.8/9.4 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3 3.6/9 3.8/9.4 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3

Total Load 4,826 5,017 6,497 7,070 7,070 7,070 7,239 7,526 9,746 10,605 10,605 10,605

4' Deflection L/240 / L/360 */* */* */* */* */* */* */* */* */* */* */* */*

Min. End/Int. Bearing (in.) 3.1/7.7 3.2/8 4.1/10.3 4.5/11.3 4.5/11.3 4.5/11.3 3.1/7.7 3.2/8 4.1/10.3 4.5/11.3 4.5/11.3 4.5/11.3

Total Load 3,542 3,670 4,637 5,015 5,652 5,652 5,313 5,506 6,956 7,522 8,478 8,478

5' Deflection L/240 / L/360 */3,106 */3,316 */* */* */* */* */4,659 */4,975 */* */* */* */*Min. End/Int. Bearing (in.) 2.8/7 2.9/7.3 3.7/9.2 4/10 4.5/11.3 4.5/11.3 2.8/7 2.9/7.3 3.7/9.2 4/10 4.5/11.3 4.5/11.3

Total Load 2,741 2,884 3,604 3,876 4,707 4,707 4,111 4,326 5,406 5,814 7,061 7,061

6' Deflection L/240 / L/360 */1,957 */2,097 */3,210 */3,662 */* */* */2,936 */3,146 */4,816 */5,493 */* */*Min. End/Int. Bearing (in.) 2.6/6.6 2.8/6.9 3.4/8.6 3.7/9.3 4.5/11.3 4.5/11.3 2.6/6.6 2.8/6.9 3.4/8.6 3.7/9.3 4.5/11.3 4.5/11.3

Total Load 2,011 2,116 2,924 3,158 3,930 4,032 3,016 3,174 4,386 4,737 5,895 6,048

7' Deflection L/240 / L/360 1,954/1,302 2,098/1,399 */2,179 */2,501 */3,755 */* 2,931/1,954 3,148/2,098 */3,269 */3,752 */5,633 */*Min. End/Int. Bearing (in.) 2.2/5.6 2.4/5.9 3.3/8.2 3.5/8.8 4.4/11 4.5/11.3 2.2/5.6 2.4/5.9 3.3/8.2 3.5/8.8 4.4/11 4.5/11.3

Total Load 1,537 1,618 2,236 2,479 3,286 3,526 2,306 2,427 3,354 3,719 4,930 5,289

8' Deflection L/240 / L/360 1,359/906 1,462/974 */1,538 */1,773 */2,705 */* 2,038/1,359 2,193/1,462 */2,307 */2,660 */4,058 */*Min. End/Int. Bearing (in.) 2/4.9 2.1/5.2 2.9/7.1 3.2/7.9 4.2/10.5 4.5/11.3 2/4.9 2.1/5.2 2.9/7.1 3.2/7.9 4.2/10.5 4.5/11.3

Total Load 1,087 1,144 1,582 1,754 2,404 2,966 1,631 1,716 2,373 2,631 3,606 4,450

9'-6" Deflection L/240 / L/360 842/561 907/605 1,451/967 1,681/1,121 */1,740 */2,456 1,263/842 1,361/907 2,176/1,451 2,522/1,681 */2,610 */3,684Min. End/Int. Bearing (in.) 1.7/4.1 1.7/4.4 2.4/6 2.7/6.7 3.6/9.1 4.5/11.3 1.7/4.1 1.7/4.4 2.4/6 2.7/6.7 3.6/9.1 4.5/11.3

Total Load 961 1,031 1,426 1,582 2,168 2,800 1,442 1,547 2,139 2,373 3,253 4,200

10' Deflection L/240 / L/360 728/485 785/523 1,260/840 1,462/974 */1,520 */2,154 1,092/728 1,178/785 1,890/1,260 2,193/1,462 */2,280 */3,232Min. End/Int. Bearing (in.) 1.5/3.9 1.7/4.1 2.3/5.7 2.5/6.3 3.5/8.7 4.5/11.2 1.5/3.9 1.7/4.1 2.3/5.7 2.5/6.3 3.5/8.7 4.5/11.2

Total Load 566 612 986 1,094 1,501 1,939 850 918 1,480 1,642 2,252 2,908

12' Deflection L/240 / L/360 432/288 467/311 756/504 881/587 1,393/928 */1,334 649/432 700/467 1,135/756 1,322/881 2,089/1,393 */2,001Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.9/4.8 2.1/5.3 2.9/7.2 3.7/9.3 1.5/3.5 1.5/3.5 1.9/4.8 2.1/5.3 2.9/7.2 3.7/9.3

Total Load 359 388 637 746 1,098 1,420 538 582 956 1,119 1,648 2,130

14' Deflection L/240 / L/360 276/184 299/199 487/325 569/379 907/605 1,316/877 415/276 448/299 731/487 854/569 1,361/907 1,974/1,316

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.6 1.7/4.2 2.5/6.2 3.2/8 1.5/3.5 1.5/3.5 1.5/3.6 1.7/4.2 2.5/6.2 3.2/8

Total Load 218 236 392 460 744 1,017 327 354 588 690 1,116 1,526

16'-6" Deflection L/240 / L/360 171/114 185/123 303/202 354/236 569/379 832/555 256/171 277/185 455/303 532/354 854/569 1,248/832

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2/5 2.7/6.8 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2/5 2.7/6.8

Total Load 152 166 277 326 531 785 229 249 416 489 797 1,177

18'-6" Deflection L/240 / L/360 122/81 132/88 217/144 254/169 410/273 601/401 183/122 198/132 326/217 381/254 615/410 902/601

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.6/4 2.4/5.9 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.6/4 2.4/5.9

Total Load 119 129 218 257 421 624 179 194 327 385 631 936

20' Deflection L/240 / L/360 97/64 105/70 172/115 202/135 327/218 481/320 145/97 157/105 259/172 304/202 491/327 722/481

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2/5.1 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2/5.1

Total Load 65 71 122 145 241 361 98 106 183 217 361 542

24' Deflection L/240 / L/360 56/37 61/40 101/67 118/79 192/128 284/189 84/56 91/61 151/101 177/118 288/192 426/284

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6

Total Load 73 87 147 224 56 61 109 130 221 336

28' Deflection L/240 / L/360 64/42 75/50 122/81 181/120 53/35 58/38 96/64 112/75 183/122 271/181

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5

* Indicates Total Load value controls.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

29

NON-SNOW ROOF LOAD TABLES

How to Use This Table

1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds a­ ctual total load.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 31.

2.0E Microllam® LVL: Roof—Non-Snow Load Area 125% (PLF)

Span Condition 13⁄4" Width 31⁄2" Width (2 ply) 91⁄4" 91⁄2" Total Load 51⁄2" 71⁄4" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 51⁄2" 71⁄4" 2,571 2,659 111⁄4" 117⁄8" 6' Deflection L/240 474 954 1,781 1,961 948 1,908 3,313 3,563 458 * 1,285 1,329 1,656 916 ** Min. End/Int. Bearing (in.) 1.5/3.5 2.2/5.5 * * 1.5/3.5 * 2.9/7.4 3.1/7.6 * * Total Load 153 342 *** 4.1/10.2 4.5/11.3 307 2.2/5.5 1,741 1,830 3.8/9.5 4.1/10.2 8' Deflection L/240 2.9/7.4 3.1/7.6 3.8/9.5 1,224 1,469 2,290 2,449 Min. End/Int. Bearing (in.) * * * 685 ** Total Load 1.5/3.5 1.5/3.5 870 915 1,145 * * 1.5/3.5 2.7/6.7 2.8/7 * * 9'-6" Deflection L/240 3.8/9.4 4.5/11.3 * 1,231 1,294 3.5/8.8 3.8/9.4 Min. End/Int. Bearing (in.) 77 174 *** 1,212 154 1.5/3.5 1,086 1,171 1,776 1,965 Total Load 2.7/6.7 2.8/7 3.5/8.8 982 2.2/5.6 2.4/5.9 10' Deflection L/240 * * * * 349 1,110 1,167 * * Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 615 647 888 * 4.4/11 1.5/3.5 3.2/8.1 3.6/8.9 Total Load 3.6/8.9 1,137 * 940 1,013 1,602 1,772 12' Deflection L/240 62 142 543 585 * 124 1.5/3.5 2.1/5.3 2.2/5.6 Min. End/Int. Bearing (in.) 886 * * * Total Load * * 2.2/5.6 2.4/5.9 3.2/8.1 4.4/10.9 * 284 735 794 3.1/7.7 3.4/8.5 14' Deflection L/240 1.5/3.5 1.5/3.5 * 1.5/3.5 558 602 1,109 1,227 Min. End/Int. Bearing (in.) 555 583 801 3.4/8.5 835 * 1.7/4.3 1.8/4.6 1,137 Total Load 67 57 1.5/3.5 466 505 976 2.8/7.116'-6" Deflection L/240 470 506 * 613 * 357 386 2.6/6.4 Min. End/Int. Bearing (in.) * 568 3.9/9.6 * 135 1.5/3.5 1.5/3.5 898 Total Load 1.5/3.5 2.1/5.3 2.2/5.6 3.1/7.7 2.8/7.1 1.5/3.5 285 308 811 73418'-6" Deflection L/240 449 611 * 220 238 629 2.4/6.1 Min. End/Int. Bearing (in.) 367 397 554 367 585 1.5/3.5 1.5/3.5 1.5/3.5 2.2/5.5 598 Total Load 2.4/6.1 3.3/8.3 200 217 510 457 20' Deflection L/240 279 301 488 299 438 70 157 170 391 1.9/4.8 Min. End/Int. Bearing (in.) 228 367 1.5/3.5 1.5/3.5 1.6/4.1 425 Total Load 1.7/4.3 1.8/4.6 2.6/6.4 1.9/4.8 2.8/7 * 157 171 362 328 22' Deflection L/240 212 345 1.5/3.5 125 135 280 1.5/3.9 Min. End/Int. Bearing (in.) 233 252 405 164 264 1.5/3.5 1.5/3.5 1.5/3.5 336 Total Load 1.5/3.9 2.5/6.2 116 126 286 261 24' Deflection L/240 178 193 314 168 274 94 102 223 1.5/3.5 Min. End/Int. Bearing (in.) 130 211 1.5/3.5 1.5/3.5 1.5/3.5 251 Total Load 1.5/3.5 1.5/3.5 2.2/5.5 1.5/3.5 2.1/5.4 87 95 213 197 26' Deflection L/240 125 206 73 79 168 1.5/3.5 Min. End/Int. Bearing (in.) 142 154 255 98 160 1.5/3.5 1.5/3.5 1.5/3.5 191 Total Load 1.5/3.5 1.8/4.5 67 73 162 153 28' Deflection L/240 110 119 195 95 158 57 62 130 1.5/3.5 Min. End/Int. Bearing (in.) 76 124 1.5/3.5 1.5/3.5 1.5/3.5 148 Total Load 1.5/3.5 1.5/3.5 1.6/4.1 1.5/3.5 1.5/3.8 52 56 125 120 30' Deflection L/240 74 123 46 50 102 1.5/3.5 Min. End/Int. Bearing (in.) 100 108 181 60 98 1.5/3.5 1.5/3.5 1.5/3.5 117 1.5/3.5 1.5/3.5 98 97* Indicates Total Load value controls. 78 85 140 58 98 82 1.5/3.5 48 78 1.5/3.5 93 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 78 79 78 67 1.5/3.5 78 85 143 64 1.5/3.5 1.5/3.5 62 67 111

1.5/3.5 1.5/3.5 1.5/3.5

58 63 106

47 51 84

1.5/3.5 1.5/3.5 1.5/3.5

81

65

1.5/3.5

62

51

1.5/3.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

30

NON-SNOW ROOF LOAD TABLES

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/180 total load. For stiffer deflection criteria, use L/240

values for total load deflection.Also see How to Use This Table on page 30 and General Assumptions on page 5.

2.0E Microllam® LVL: Roof—Non-Snow Load Area 125% (PLF) continued

Span Condition 31⁄2" Width (2-ply) 51⁄4" Width (3-ply) 14" 16" 18" 20" 51⁄2" 71⁄4" 91⁄4" 91⁄2" 111⁄4" 117⁄8" 14" 16" 18" 20"Total Load 3,919 3,919 3,919 3,919 1,423 2,862 3,857 3,989 4,970 5,345 5,878 5,878 5,878 5,878 1,3746' Deflection L/240 **** 1.5/3.5 * * * ** * * * * 461 2.2/5.5 2.9/7.4 3.1/7.6 3.8/9.5 4.1/10.2 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3Min. End/Int. Bearing (in.) 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3 1,028 2,611 2,745 4,402 4,402 4,402 4,402 *Total Load 2,934 2,934 2,934 2,934 1.5/3.5 * * * 3,435 3,673 * * * * 1.5/3.5 2.7/6.7 2.8/7 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.38' Deflection L/240 **** 231 1,847 1,942 ** 3,637 3,702 3,702 3,702 524 1,630 1,757 3.5/8.8 3.8/9.4Min. End/Int. Bearing (in.) 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3 * 2.2/5.6 2.4/5.9 * * * * 1.5/3.5 * 1,666 1,751 4.4/11 4.5/11.3 4.5/11.3 4.5/11.3Total Load 2,425 2,468 2,468 2,468 1.5/3.5 1,410 1,520 2,664 2,948 3,412 187 2.1/5.3 2.2/5.6 3,516 3,516 3,5169'-6" Deflection L/240 **** 427 1,102 1,191 ** * * 904 3.2/8.1 3.6/8.9 4.4/10.9 * * *Min. End/Int. Bearing (in.) 4.4/11 4.5/11.3 4.5/11.3 4.5/11.3 1.5/3.5 * 837 1.8/4.6 2,505 4.5/11.3 4.5/11.3 4.5/11.3 1.5/3.5 1.7/4.3 757 2,925 2,925 2,925Total Load 2,275 2,344 2,344 2,344 86 579 2,403 2,659 * 203 700 1.5/3.5 3.9/9.6 * * *10' Deflection L/240 **** * 535 463 ** 1,835 4.5/11.3 4.5/11.3 4.5/11.3 1.5/3.5 * 1.5/3.5 358 3.1/7.7 3.4/8.5 1,757 2,356 2,503 2,503Min. End/Int. Bearing (in.) 4.4/10.9 4.5/11.3 4.5/11.3 4.5/11.3 1.5/3.5 427 1.5/3.5 3.3/8.3 331 326 1,315 * * *Total Load 1,670 1,950 1,950 1,950 106 1.5/3.5 256 1,663 1,841 1,103 4.2/10.6 4.5/11.3 4.5/11.3 301 1.5/3.5 2.8/7 1,689 2,12012' Deflection L/240 **** * 236 256 1,464 1,706 1,037 2,107 1.5/3.5 1.5/3.5 203 1,611 *Min. End/Int. Bearing (in.) 3.9/9.6 4.5/11.3 4.5/11.3 4.5/11.3 236 1.5/3.5 2.6/6.4 2.8/7.1 794 3.6/9 * 4.5/11.3 188 190 2.5/6.2 1,339 4.5/11.2 1,887Total Load 1,223 1,571 1,669 1,669 1.5/3.5 153 1,217 1,347 1,164 1,670 174 1.5/3.5 823 3.2/8 1,626 *14' Deflection L/240 1,171 * * * 141 143 943 1,102 633 1,142 4.5/11.3 1.5/3.5 118 2.1/5.4 931 4/10 1,737Min. End/Int. Bearing (in.) 3.3/8.3 4.2/10.6 4.5/11.3 4.5/11.3 131 1.5/3.5 2.2/5.5 2.4/6.1 619 3/7.4 1,425 109 110 480 919 1,304 *Total Load 876 1,126 1,405 1,413 1.5/3.5 765 897 1.8/4.5 708 3.7/9.2 4.5/11.2 101 93 475 2.6/6.6 1,173 1,43116'-6" Deflection L/240 735 1,074 * * 86 1.5/3.5 587 686 372 708 994 1,342 1.5/3.5 1.5/3.8 550 3.4/8.4 4.1/10.2Min. End/Int. Bearing (in.) 2.8/7 3.6/9 4.5/11.2 4.5/11.3 78 85 1.6/4.1 1.9/4.8 371 2.2/5.6 981 69 75 294 556 773 1,197Total Load 691 892 1,113 1,258 1.5/3.5 1.5/3.5 543 638 1.5/3.5 435 3.1/7.7 1,047 61 66 294 1.9/4.8 790 3.7/9.418'-6" Deflection L/240 529 776 1,084 * 56 61 420 492 236 442 613 1,015 1.5/3.5 1.5/3.5 1.5/3.5 350 2.7/6.8 832Min. End/Int. Bearing (in.) 2.5/6.2 3.2/8 4/10 4.5/11.3 1.5/3.5 1.5/3.9 236 1.7/4.2 632 3.5/8.6 193 357 494 865Total Load 549 761 950 1,158 429 504 1.5/3.5 286 2.3/5.9 672 1.5/3.6 511 3.2/820' Deflection L/240 422 621 869 * 334 392 404 702 2.1/5.1 550Min. End/Int. Bearing (in.) 2.1/5.4 3/7.4 3.7/9.2 4.5/11.2 1.5/3.5 1.5/3.5 2.8/7

Total Load 412 613 782 954 320 377

22' Deflection L/240 320 472 662 895 252 296

Min. End/Int. Bearing (in.) 1.8/4.5 2.6/6.6 3.4/8.4 4.1/10.2 1.5/3.5 1.5/3.5

Total Load 316 472 654 798 243 287

24' Deflection L/240 248 366 515 698 195 229

Min. End/Int. Bearing (in.) 1.5/3.8 2.2/5.6 3.1/7.7 3.7/9.4 1.5/3.5 1.5/3.5

Total Load 247 370 527 677 188 223

26' Deflection L/240 196 290 409 555 154 181

Min. End/Int. Bearing (in.) 1.5/3.5 1.9/4.8 2.7/6.8 3.5/8.6 1.5/3.5 1.5/3.5

Total Load 196 295 421 576 148 175

28' Deflection L/240 157 233 329 448 123 145

Min. End/Int. Bearing (in.) 1.5/3.5 1.7/4.2 2.3/5.9 3.2/8 1.5/3.5 1.5/3.5

Total Load 157 238 341 468 117 139

30' Deflection L/240 128 190 269 366 101 118

Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.6 2.1/5.1 2.8/7 1.5/3.5 1.5/3.5

* Indicates Total Load value controls.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

31

NON-SNOW ROOF LOAD TABLES

How to Use This Table

1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf).

2. Select appropriate Span (center-to-center of bearing).3. Scan horizontally to find the proper width, and a depth with a capacity that

exceeds actual total load.4. Review bearing length requirements to ensure adequacy.Also see General Notes on page 33.

2.0E Parallam® PSL: Roof—Non-Snow Load Area 125% (PLF)

Span Condition 91⁄4" 91⁄2" 31⁄2" Width 91⁄4" 91⁄2" 51⁄4" Width 1,839 1,899 111⁄4" 117⁄8" 14" 16" 18" 2,759 2,848 111⁄4" 117⁄8" 14" 16" 18" Total Load 1,753 1,886 2,630 2,830 8' Deflection L/240 2.8/7.0 2.9/7.3 2,330 2,491 2,933 2,933 2,933 2.8/7.0 2.9/7.3 3,494 3,737 4,400 4,400 4,400 1,365 1,436 2,048 2,154 Min. End/Int. Bearing (in.) 1,086 1,171 ***** 1,630 1,757 ***** Total Load 2.5/6.2 2.6/6.5 3.6/8.9 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 2.5/6.2 2.6/6.5 3.6/8.9 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 9'-6" Deflection L/240 1,231 1,295 1,847 1,942 Min. End/Int. Bearing (in.) 940 1,013 1,890 2,017 2,467 2,467 2,467 1,410 1,520 2,836 3,025 3,700 3,700 3,700 Total Load 2.4/5.9 2.5/6.2 2.4/5.9 2.5/6.2 10' Deflection L/240 734 793 1,872 * * * * 1,101 1,190 2,808 * * * * Min. End/Int. Bearing (in.) 558 602 3.4/8.6 3.7/9.2 4.5/11.3 4.5/11.3 4.5/11.3 837 904 Total Load 1.7/4.3 1.8/4.6 1.7/4.3 1.8/4.6 3.4/8.6 3.7/9.2 4.5/11.3 4.5/11.3 4.5/11.3 12' Deflection L/240 466 504 699 756 Min. End/Int. Bearing (in.) 357 386 1,778 1,896 2,314 2,342 2,342 535 579 2,668 2,844 3,471 3,514 3,514 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 14' Deflection L/240 284 308 1,626 1,886 * * * 426 462 2,439 2,830 * * * Min. End/Int. Bearing (in.) 220 238 331 358 Total Load 1.5/3.5 1.5/3.5 3.4/8.5 3.6/9.1 4.4/11.1 4.5/11.3 4.5/11.3 1.5/3.5 1.5/3.5 3.4/8.5 3.6/9.1 4.4/11.1 4.5/11.3 4.5/11.316'-6" Deflection L/240 200 217 300 325 Min. End/Int. Bearing (in.) 157 170 1,235 1,369 1,854 1,949 1,949 236 256 1,853 2,053 2,781 2,923 2,923 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.518'-6" Deflection L/240 157 170 976 1,137 1,797 * * 235 255 1,464 1,706 2,696 * * Min. End/Int. Bearing (in.) 125 135 188 203 Total Load 1.5/3.5 1.5/3.5 2.9/7.1 3.2/7.9 4.3/10.7 4.5/11.3 4.5/11.3 1.5/3.5 1.5/3.5 2.9/7.1 3.2/7.9 4.3/10.7 4.5/11.3 4.5/11.3 20' Deflection L/240 115 126 173 189 Min. End/Int. Bearing (in.) 102 826 966 1,370 1,667 1,667 141 153 1,240 1,449 2,055 2,501 2,501 Total Load 94 1.5/3.5 1.5/3.5 1.5/3.5 22' Deflection L/240 1.5/3.5 629 734 1,171 * * 130 142 943 1,102 1,757 * * Min. End/Int. Bearing (in.) 95 109 118 Total Load 87 79 2.2/5.6 2.6/6.5 3.7/9.2 4.5/11.3 4.5/11.3 1.5/3.5 1.5/3.5 2.2/5.6 2.6/6.5 3.7/9.2 4.5/11.3 4.5/11.3 24' Deflection L/240 73 1.5/3.5 100 109 Min. End/Int. Bearing (in.) 1.5/3.5 72 509 597 965 1,266 1,412 764 896 1,447 1,899 2,118 Total Load 66 62 86 93 26' Deflection L/240 57 1.5/3.5 391 457 735 1,074 * 1.5/3.5 1.5/3.5 587 686 1,103 1,611 * Min. End/Int. Bearing (in.) 1.5/3.5 56 1.6/4.1 1.9/4.8 3.1/7.7 4.0/10.1 4.5/11.3 1.6/4.1 1.9/4.8 3.1/7.7 4.0/10.1 4.5/11.3 Total Load 51 50 77 84 28' Deflection L/240 46 1.5/3.5 361 424 690 1,003 1,256 69 75 542 637 1,035 1,505 1,884 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 Total Load 280 328 529 776 1,084 60 65 420 492 794 1,164 1,626 30' Deflection L/240 56 61 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.9 2.5/6.2 3.6/9.0 4.5/11.3 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.9 2.5/6.2 3.6/9.0 4.5/11.3 Total Load 51 32' Deflection L/240 285 335 548 810 1,071 50 427 503 822 1,216 1,607 Min. End/Int. Bearing (in.) 1.5/3.5 223 261 422 621 869 334 392 633 931 1,304* Indicates Total Load value controls. 1.5/3.5 1.5/3.5 2.1/5.4 3.2/7.9 4.2/10.4 1.5/3.5 1.5/3.5 2.1/5.4 3.2/7.9 4.2/10.4

212 250 411 611 863 318 375 617 917 1,295

168 197 320 472 662 252 296 480 708 994

1.5/3.5 1.5/3.5 1.8/4.5 2.6/6.6 3.7/9.3 1.5/3.5 1.5/3.5 1.8/4.5 2.6/6.6 3.7/9.3

161 191 315 471 668 242 286 473 707 1,002

130 153 248 366 515 195 229 372 550 773

1.5/3.5 1.5/3.5 1.5/3.8 2.2/5.6 3.1/7.9 1.5/3.5 1.5/3.5 1.5/3.8 2.2/5.6 3.1/7.9

124 148 246 369 525 187 222 369 554 788

102 120 196 290 409 154 181 294 435 613

1.5/3.5 1.5/3.5 1.5/3.5 1.9/4.8 2.7/6.8 1.5/3.5 1.5/3.5 1.5/3.5 1.9/4.8 2.7/6.8

97 116 195 294 420 146 174 292 441 630

82 97 157 233 329 123 145 236 350 494

1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9 1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9

77 92 156 236 339 116 138 234 355 509

67 79 128 190 269 101 118 193 286 404

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1

61 74 126 192 277 92 111 189 289 416

55 65 106 157 223 83 97 159 236 334

1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.5

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

32

NON-SNOW ROOF LOAD TABLES

General Notes

■ Table is based on: – Uniform loads (beam weight considered). – More restrictive of simple or continuous span. – Deflection criteria of L/180 total load. For stiffer deflection criteria, use L/240

values for total load deflection.Also see How to Use This Table on page 32 and General Assumptions on page 5.

2.0E Parallam® PSL: Roof—Non-Snow Load Area 125% (PLF) continued

Span Condition 91⁄4" 91⁄2" 111⁄4" 7" Width 14" 16" 18" 3,679 3,798 4,660 117⁄8" 5,866 5,866 5,866 Total Load 3,507 3,773 4,983 8' Deflection L/240 2.8/7.0 2.9/7.3 * * * * 2,731 2,872 3.6/8.9 * 4.5/11.3 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 2,173 2,342 3,781 3.8/9.5 4,934 4,934 4,934 Total Load 2.5/6.2 2.6/6.5 3,745 4,0349'-6" Deflection L/240 2,462 2,590 3.4/8.6 * * * Min. End/Int. Bearing (in.) 1,880 2,027 3,557 * 4.5/11.3 4.5/11.3 4.5/11.3 Total Load 2.4/5.9 2.5/6.2 3,252 3.7/9.2 4,628 4,685 4,685 10' Deflection L/240 1,468 1,586 3.4/8.5 3,792 Min. End/Int. Bearing (in.) 1,116 1,205 2,471 3,773 * * * Total Load 1.7/4.3 1.8/4.6 1,953 3.6/9.1 4.4/11.1 4.5/11.3 4.5/11.3 12' Deflection L/240 932 1,008 2.9/7.1 2,738 3,708 3,898 3,898 Min. End/Int. Bearing (in.) 714 772 1,653 2,274 3,595 Total Load 1.5/3.5 1.5/3.5 1,258 3.2/7.9 4.3/10.7 * * 14' Deflection L/240 569 616 2.2/5.6 1,933 4.5/11.3 4.5/11.3 Min. End/Int. Bearing (in.) 441 477 1,019 1,469 2,741 3,335 3,335 Total Load 1.5/3.5 1.5/3.5 2.6/6.5 2,34216'-6" Deflection L/240 400 434 782 1,195 3.7/9.2 * * Min. End/Int. Bearing (in.) 315 341 1.6/4.1 1,930 4.5/11.3 4.5/11.3 Total Load 1.5/3.5 1.5/3.5 915 1,470 2,532 2,82418'-6" Deflection L/240 314 340 723 1.9/4.8 3.1/7.7 2,148 Min. End/Int. Bearing (in.) 250 271 560 1,381 4.0/10.1 * Total Load 1.5/3.5 1.5/3.5 1.5/3.5 849 1,058 2,007 4.5/11.3 20' Deflection L/240 231 252 570 656 2.5/6.2 1,553 2,512 Min. End/Int. Bearing (in.) 189 204 446 1.5/3.9 1,096 3.6/9.0 2,168 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 671 845 1,621 4.5/11.3 22' Deflection L/240 174 190 425 523 2.1/5.4 1,242 2,143 Min. End/Int. Bearing (in.) 146 158 337 1.5/3.5 823 3.2/7.9 1,739 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 501 640 1,223 4.2/10.4 24' Deflection L/240 133 145 323 395 1.8/4.5 1,727 Min. End/Int. Bearing (in.) 115 124 260 1.5/3.5 631 944 1,325 Total Load 1.5/3.5 1.5/3.5 1.5/3.5 382 496 2.6/6.6 3.7/9.3 26' Deflection L/240 102 112 249 306 1.5/3.8 1,336 Min. End/Int. Bearing (in.) 100 205 1.5/3.5 492 942 1,031 Total Load 92 1.5/3.5 1.5/3.5 296 392 733 3.1/7.9 28' Deflection L/240 1.5/3.5 195 241 1.5/3.5 2.2/5.6 1,051 Min. End/Int. Bearing (in.) 87 165 1.5/3.5 390 739 Total Load 80 81 1.5/3.5 232 315 580 818 30' Deflection L/240 75 1.5/3.5 154 194 1.5/3.5 1.9/4.8 2.7/6.8 Min. End/Int. Bearing (in.) 1.5/3.5 68 134 1.5/3.5 312 588 Total Load 62 67 1.5/3.5 184 257 467 840 32' Deflection L/240 62 1.5/3.5 123 158 1.5/3.5 1.7/4.2 659 Min. End/Int. Bearing (in.) 1.5/3.5 111 1.5/3.5 253 473 2.3/5.9 1.5/3.5 148 212 381 679 130 1.5/3.5 1.5/3.6 539 1.5/3.5 385 2.1/5.1 315 555 1.5/3.5 446 1.8/4.5

* Indicates Total Load value controls.

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BEAM DETAILS

Bearing at Wall Bearing for Door or Beam to Beam Connection Window Header 11⁄8" TJ® Rim Board or Top mount Face mount 1¼" TimberStrand® LSL Strap per code if top plate is hanger hanger blocking for lateral support not continuous over header L3 See Framing Connectors on pages 40 and 41 Strap per L2 code if top Beam to Column Lateral Brace plate is not Bearing at Column continuous over column

L1 Column

Bearing at Concrete Wall

TJI® joist

Floor beam Strap

Steel column

Protect untreated wood from L5 Verify beam bearing length on page 36 and L14 Suggested lateral bracing detail for beams when direct contact with concrete column capacity on page 42 required. Verify beam bearing length on page 36.L4

WINDOW AND DOOR HEADER DETAILS

2x4 Wall Framing Low Header High Header

Full Depth Header

Header 2x_ nailer*

Header Header L9 *Double nailer may be required dependingL7 L8 upon the opening size and window type

2x6 Wall Framing

Headers not matching wall thickness may be installed flush to the inside or outside of the wall, depending upon sheathing and trim attachment requirements

Plank Orientation Header Low Header High Header

Double top plate

2x6 wall framing

31⁄2" x 51⁄2" TimberStrand® LSL 31⁄2"-wide 2x_ nailer* in plank orientation headerL10 31⁄2"-wide 2x_ framing at opening L12 *Double nailer may be required depending L11 header upon the opening size and window type

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Window and Door Header Details

Dropped Header with Full Lateral Bracing

Framing above must be sheathed to provide lateral stability to the top of the beam

One 8d (0.113" x 21/2") nail each side of joist or blocking. Main structural header. See pages 38 Blocking is required if joist framing is parallel to beam. and 39 for connecting multiple plies. Joist spacing must be 24" on-center or less. Low header Nail continuous king studs to the end of the beam using: Fasten 2x_ plate to low header with 10d – Four 10d (0.131" x 3") nails for beams 117⁄8" deep or less (0.131" x 3") nails at 8" on-center, staggered – S ix 10d (0.131" x 3") nails for beams 18" deep or less – Ten 10d (0.131" x 3") nails for beams greater than 18" deep

L15 Continuous king stud

Dropped Header with Acceptable Lateral Bracing

One 8d (0.113" x 2½") nail each side of joist or blocking. 4'-0" maximum height cripple wall. Blocking is required if joist framing is parallel to beam. Wall studs at 24" on-center, maximum. Joist spacing must be 24" on-center or less. Fasten 2x_ plate to header below with 10d (0.131" x 3") nails at 8" on-center, Sheathing strength axis staggered See pages 38 and 39 for connecting multiple plies Nail continuous king studs to the end of the beam using: Rated wall sheathing (7⁄16" nominal) continuous from bottom of – Four 10d (0.131" x 3") nails for beams 117⁄8" deep or less beam to top of wall. Fasten sheathing with 8d (0.113" x 21/2") nails – S ix 10d (0.131" x 3") nails for beams 16" deep or less at 6" on-center at panel edges and 12" on-center in panel field.L16 Continuous king stud

When framed as shown above, the following dropped headers are ­considered fully braced under uniform-load, simple-span conditions: Single-ply: – 1¾" wide headers, 117⁄8" deep or less – 3½" wide headers, 16" deep or less, with a maximum span of 18'-6" Multiple-ply: – Headers up to four 1¾" plies, 117⁄8" deep or less – Headers up to four 1¾" x 14" plies, with a maximum span of 8'-6"

NAILING ON NARROW FACE

Nails Installed on the Narrow Face

Closest On-Center Spacing Per Row

Nail Size 1¾" 3½" Microllam® LVL Parallam® PSL TimberStrand® LSL TimberStrand® LSL 3" 4"8d (0.131" x 2½") or 3" 3" 3" 6" 10d (0.128" x 3")

10d (0.148" x 3") or 4" 3" 4"12d (0.148" x 3¼")

16d (0.162" x 3½") 6" 3½" 8"

■ If more than one row of nails is used, the rows must be offset at least ½" and staggered.

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ALLOWABLE HOLES

1.55E TimberStrand® LSL Headers and Beams General Notes

2 x diameter of the ■ Allowed hole zone suitable for headers and beams with largest hole (minimum) uniform and/or concentrated loads anywhere along the member.1⁄3 depth Allowed hole zone ■ Round holes only.

■ No holes in headers or beams in plank orientation.

1.55E TimberStrand® LSL

8" 8" Header or Beam Depth Maximum Round Hole Size 3" 9¼"–9½" 35⁄8" 11¼" –117⁄ 8" 45⁄8"

14"–16"

■ See illustration for allowed hole zone.

Other Trus Joist® Headers and Beams General Notes

1.3E TimberStrand® LSL Microllam® LVL and 2 x diameter of the 1⁄3 depth ■ Allowed hole zone suitable for headers and beams withhole zone Parallam® PSL hole zone largest hole (minimum) uniform loads only.

d ■ Round holes only.

Microllam® LVL and ■ No holes in cantilevers. Parallam® PSL ■ No holes in headers or beams in plank orientation. allowed hole zone middle 1⁄3 span Other Trus Joist® Beams d 1.3E TimberStrand® LSL allowed hole zone d Header or Beam Depth Maximum Round Hole Size 43⁄8" 1" 5½" 1¾" 2" 7¼"–20"

■ See illustration for allowed hole zone.

Larger holes in Trus Joist® structural composite lumber may be possible; refer to Forte® or Javelin® software. DO NOT cut, notch, or drill WARNING: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or holes in headers or beams except as indicated in thecoatings on this product may contain titanium dioxide. Wood dust and titanium dioxide are substances known illustrations and tables to the State of California to cause cancer. For more information on Proposition 65, visit wy.com/inform.

BEARING LENGTH REQUIREMENTS

1.3E TimberStrand® LSL 1.55E TimberStrand® LSL 2.0E Microllam® LVL 2.0E Parallam® PSL Beam Orientation Beam OrientationReaction Beam Orientation Plank Orientation Width Width Beam Orientation (lbs) Width Width 1¾" 3½" 5¼" 1¾" 3½" 5¼" Width 2,000 1½" 11/2" 11/2" 13⁄4" 11⁄2" 11⁄2" 4,000 3½" 5½" 23/4" 11/2" 11/2" 31⁄4" 13⁄4" 11⁄2" 3½" 5¼" 7" 6,000 4" 2" 11/2" 43⁄4" 21⁄2" 13⁄4" 8,000 1½" 1½" 51/4" 23/4" 13/4" 61⁄4" 31⁄4" 21⁄4" 11⁄2" 11⁄2" 11⁄2" 10,000 6½" 31/4" 21/4" 73⁄4" 4" 23⁄4" 12,000 1¾" 2" 73/4" 4" 23/4" 13⁄4" 11⁄2" 11⁄2" 14,000 43⁄4" 31⁄4" 16,000 21/2" 3" 41/2" 3" 51⁄2" 33⁄4" 21⁄2" 13⁄4" 11⁄2" 18,000 51/4" 31/2" 61⁄4" 41⁄4" 20,000 3¼" 4" 53/4" 4" 7" 43⁄4" 31⁄4" 21⁄4" 13⁄4" 22,000 6½" 41/4" 73⁄4" 51⁄4" 24,000 41/4" 5" 7" 43/4" 4" 23⁄4" 2" 26,000 7¾" 51/4" 53⁄4" 28,000 5" 6" 61⁄4" 43⁄4" 31⁄4" 21⁄2" 30,000 53/4" 63⁄4" 5¾" 7" 6" 71⁄4" 51⁄2" 33⁄4" 23⁄4" 61/2" 73⁄4" 61/2" 61⁄4" 41⁄4" 31⁄4"

71/4" 7" 43⁄4" 31⁄2"

73⁄4" 51⁄4" 4"

53⁄4" 41⁄4"

61⁄4" 43⁄4"

63⁄4" 5"

71⁄4" 51⁄2"

73⁄4" 53⁄4"

General Notes ■ Bearing lengths based on the following bearing stresses: – 1.3E TimberStrand® LSL: 710 psi; 375 psi for plank orientation.■ Minimum bearing length: 11⁄2" at ends, 31⁄2" at intermediate s­ upports. – 1.55E TimberStrand® LSL: 900 psi. – 2.0E Microllam® LVL: 750 psi.■ Bearing across full beam width is required. – 2.0E Parallam® PSL: 750 psi.

■ Interpolation between reaction loads is permitted for determining bearing lengths.

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Tapered End Cuts

Allowable Reactions for 31⁄2"(1)TimberStrand® LSL Headers and Beams (lbs)

Bearing Beam Depth 41⁄2" 5" Outside Heel Height D1 71⁄2" 8" General Notes 31⁄2" 5,205 5,205 51⁄2" 6" 61⁄2" 7" Wood 71/4" 5,205 5,205 5,205 5,205 5,205 5,205 ­■ No increase for duration of load is permitted. 85⁄8" 4,860 5,205 5,205 5,205 5,205 5,205 5,205 5,205 Plate(2) 91/4" 4,860 5,205 5,205 5,205 5,205 5,205 5,205 5,205 ■ No holes or concentrated load within 51⁄4" 91/2" 4,860 5,205 5,205 5,205 5,205 5,205 5,205 5,205 tapered cut. Wood 111/4" 4,860 5,205 5,205 5,205 5,205 5,205 5,205 5,205 117⁄ 8" 5,205 5,205 5,205 5,205 5,205 5,205 5,205 ■ Table considers only downward loading. Plate(2) 14" 7,190 5,205 5,205 5,205 5,205 5,205 Contact your Weyerhaeuser representative 16" 7,205 7,190 6,870 for assistance with uplift l­oading or other 31⁄2" 71/4" 5,255 7,810 5,205 5,205 5,205 6,690 7,810 conditions.Column(3) 85⁄8" 5,255 5,710 7,190 6,870 7,810 91/4" 5,255 5,710 7,810 7,810 7,810 7,810 7,810 7,810 Minimum Beam 91/2" 5,255 5,710 6,160 6,610 6,690 6,690 7,810 7,810 3:12 slope depth 111/4" 5,255 5,710 6,160 6,610 6,870 6,870 7,810 Sloped 117⁄ 8" 5,710 6,160 6,610 7,065 7,515 7,810 6,690 end cut 14" 6,665 6,160 6,610 7,065 7,515 6,870 16" 6,665 7,190 6,160 6,610 7,065 7,515 8,555 8,025 D1 71/4" 4,860 7,285 6,160 6,610 7,065 7,515 6,690 8,025 85⁄8" 4,860 5,310 7,190 7,190 6,870 8,025 91/4" 4,860 5,310 7,900 8,520 8,555 8,555 7,570 8,025 91/2" 4,860 5,310 5,765 6,215 6,670 6,690 7,570 111/4" 5,310 5,765 6,215 6,670 6,870 7,570 117⁄ 8" 5,310 5,765 6,215 6,670 7,120 7,570 14" 5,765 6,215 6,670 7,120 16" 5,765 6,215 6,670 7,120

6,215 6,670 7,120

(1) For 13⁄4" and 51⁄4" beams, multiply by 0.5 and 1.5, respectively. Tapered end cut detailed above is not allowed with TJI® joists(2) Bearing lengths, based on Fc⊥ of 425 psi.(3) Bearing lengths based on Fc⊥ of 710 psi for 1.3E TimberStrand® LSL and 900 psi for 1.55E TimberStrand® LSL.

Allowable Reactions for 31⁄2"(1) Wood Plate ConnectionMicrollam® LVL and Parallam® PSL Beams (lbs) SlopedBearing Beam Depth 41⁄2" 5" 51⁄2" Outside Heel Height D1 71⁄2" 8" 10" end cut 31⁄2" 4,470 4,820 4,820 6" 61⁄2" 7" Wood 71⁄4" 4,470 4,885 5,205 4,820 5,205 5,205 5,205 Beam 91⁄4" 4,470 4,885 5,205 5,205 5,205 5,205 5,205 5,205 5,205 D1 depth Plate(2) 91⁄2" 4,470 4,885 5,205 5,205 5,205 5,205 5,205 5,205 5,205 51⁄4" 111⁄4" 4,470 4,885 5,205 5,205 5,205 5,205 5,205 5,205 5,205 Wood plate Wood 117⁄8" 4,885 5,205 5,205 5,205 5,205 5,205 5,205 5,205 14" 4,820 5,205 5,205 5,205 5,205 5,205 5,205 Column Connection Plate(2) 16" 4,830 4,820 4,820 5,205 5,205 5,205 5,205 5,205 18" 4,830 5,245 5,665 5,205 5,205 7,810 Sloped 31⁄2" 20" 4,830 5,245 5,665 5,205 5,205 7,810 end cutColumn(3) 71⁄4" 4,830 5,245 5,665 6,150 6,320 7,810 91⁄4" 4,830 5,245 5,665 6,080 6,150 6,150 6,320 7,480 7,810 D1 Beam 91⁄2" 5,245 5,665 6,080 6,320 6,320 7,325 7,740 7,810 depth 111⁄4" 4,470 5,665 6,080 6,495 6,910 7,325 7,740 117⁄8" 4,470 4,820 6,080 6,495 6,910 7,325 7,740 7,480 Column 14" 4,470 4,885 4,820 6,080 6,495 6,910 7,325 7,740 7,895 16" 4,470 4,885 5,300 6,080 6,495 6,910 7,325 7,740 9,040 18" 4,470 4,885 5,300 6,080 6,495 6,910 7,325 9,040 20" 4,885 5,300 6,910 6,150 9,040 71⁄4" 4,885 5,300 4,820 6,130 6,150 6,320 9,040 91⁄4" 5,300 5,715 6,130 6,150 6,320 7,375 91⁄2" 5,715 6,130 6,320 6,960 7,375 111⁄4" 5,715 6,130 6,545 6,960 7,375 117⁄8" 5,715 6,130 6,545 6,960 7,375 14" 5,715 6,130 6,545 6,960 7,375 16" 5,715 6,130 6,545 6,960 7,375 18" 6,545 6,960 20"

(1) For 13⁄4", 51⁄4", and 7" beams, multiply by 0.5, 1.5, and 2.0, respectively. DO NOT overhang seat cuts on beams beyond inside face of(2) Bearing lengths based on Fc⊥ of 425 psi.(3) Bearing lengths based on Fc⊥ of 750 psi. support member

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

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MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS

L17 Uniform Load—Maximum Uniform Load Applied to Either Outside Member (PLF)

Fastener Pattern

Assembly A Assembly B Assembly C Assembly D Assembly E Assembly F 2" 2" 2"

2" 2" 2"

Fastener 13⁄4" 13⁄4" 13⁄4" 31⁄2" 13⁄4" 31⁄2" 13⁄4" 31⁄2" 13⁄4" Number On-Center 7" wide, 2-ply 7" wide, 4-ply Fastener Type Location of Rows Spacing 3½" wide, 2-ply 5¼" wide, 3-ply 5¼" wide, 2-ply 7" wide, 3-ply 10d (0.128" x 3") As shown 245 2(5) 12" 370 280 280 370 Nail(1) – 3 12" 465 ½" A307 555 415 415 580Through Bolt(2)(3) As shown 24" 695 As shown 2 19.2" 505 380 520 3½" 860 340 SDS(3) 455 1,075 425 USP WS(3) One side 16" 635 475 655 565 1,290 505 only Screw Length 680 6"TrussLOK-EWP™(3) 760 570 785 325 6" 555 SDW22(3)(4) One side 24" 405 1,360 695 only 2 19.2" 3½" 3½" 3½" 485 1,700 835 6¾" 2,040 325(6) 16" 680 510 510 415 405(6) 24" 515 6¾" 485(6) 2 19.2" 850 640 640 620 620 6¾" 16" 400 775 415 Screw Length 1,020 765 765 500 930 515 600 800 620 24" 485 365 365 1,000 400 2 19.2" 1,200 500 610 455 455 600 16" 24" 730 545 545 2 19.2" 16" 33⁄8" 5" 33⁄8"

580 450 435

725 565 545

870 675 655

800 450 600

1,000 565 750

1,200 675 900

(1) N ailed connection values may be doubled for 6" on-center Uniform Load Design Example 300 PLF 415 PLF or tripled for 4" on-center nail spacing. First, check allowable load tables on pages 16–33 to verify(2) Washers required. Bolt holes to be 9⁄16" maximum. that three pieces can carry the total load of 715 plf with(3) 24" on-center bolted or screwed connection values may be p­ roper live load deflection criteria. Maximum load applied to either outside member is 415 plf. For an assembly of three doubled for 12" on-center spacing. 13⁄4" plies (Assembly B), two rows of 10d (0.128" x 3") nails(4) When loading the head side of a SDW22 screw, assemblies at 12" o.c. center is good for only 280 plf. Therefore, use three rows of 10d (0.128" x 3") nails at 12" o.c (good for 415 plf). B, D, and F can be increased by 30%. Alternative: Two rows of 1⁄2" A307 bolts or 31⁄2" USP WS(5) For beams up to 14" deep, maximum. screws at 19.2" on-center.(6) Assembly F is not recommended for TimberStrand® LSL or

Parallam® PSL.

Multiple-Member Connections for Top-Loaded Beams

Fastener Installation Requirements

When fasteners are required on both sides, stagger Piece Number Fastenerfasteners on the second side so they fall halfway Width of Pliesbetween fasteners on the first side. Type(1) Min. Length # Rows O.C. Spacing Location 2 10d nails 12" 1¾" 3 12d–16d nails 3" 3(2) 24" One side Screws 12" 4 10d nails 3¼" 2(2) Both sides 3½" 2 12d–16d nails 24" 33∕8" or 3½" 2 Both sides Screws 12" One side 3" 3(2) One side 10d nails(3) 24" (per ply) 12d–16d nails(3) 3¼" 2(2) Both sides 24" One side Load must be applied evenly Screws 33∕8" or 3½" 2 24" Both sides across entire beam width. 5" One side Otherwise, use connections Screws for side-loaded beams 3" 3(2) – ½" bolts 3¼" 2(2)

5" or 6" 2 6¾"

Multiple pieces can be nailed or bolted together 5" or 6" 2 to form a header or beam of the required size, 6¾"L6 up to a maximum width of 7" 8" 2

(1) 10d nails are 0.128" diameter; 12d–16d nails are 0.148"–0.162" diameter; screws are SDS, USP WS, TrussLOK-EWP™ or SDW. (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from rows in the ply below.

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MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS

L18 Point Load—Maximum Point Load Applied to Either Outside Member (lbs)

Fastener Pattern

Assembly A Assembly B Assembly C Assembly D Assembly E Assembly F 2" 2" 2"

2" 2" 2" 2" Fastener Type Location Number of 13⁄4" 13⁄4" 13⁄4" 31⁄2" 13⁄4" 31⁄2" 13⁄4" 31⁄2"10d (0.128" x 3") Fasteners 7" wide, 2-ply 13⁄4" per Side 3½" wide, 2-ply 5¼" wide, 3-ply 5¼" wide, 2-ply 7" wide, 3-ply 7" wide, 4-ply Nail 1,110 835 835 740 6" 6 2,225 5,440 6" SDS 3,335 1,670 1,670 1,485 8,160 2,225 USP WS As shown 12 4,450 2,505 2,505 2,225 10,880 3,335 18 3½" 3,335 3,335 2,965 4,450TrussLOK-EWP™ 2,720 3½" 3½" 3½" 6¾" 1,295(2) SDW22(1) 24 4,080 2,040 2,040 1,815 2,480 1,945(2) Screw Length 5,440 3,060 3,060 2,720 3,720 2,590(2) 1,945 4,080 4,080 3,625 4,960 6¾" 4 2,915 1,460 1,460 1,295 3,200 1,655 3,890 2,185 2,185 1,945 4,800 2,480 As shown 6 33⁄8" 2,915 2,915 2,590 6,400 3,305 2,320 33⁄8" 6¾" 1,600 8 3,480 5" 1,740 1,655 2,400 4,640 1,800 2,610 2,480 3,200 4 3,200 2,700 3,480 3,305 4,800 3,600 1,800 1,600 As shown 6 6,400 1,800 2,700 2,400 2,700 3,600 3,200 8 3,600 Screw Length

4

One side only 6

8

4

One side only 6

8

(1) When loading the head side of a SDW22 screw, assemblies B, D, and F can be increased by 30%.(2) Assembly F is not recommended for TimberStrand® LSL or Parallam® PSL.

Point Load Connector Spacing 8-Screw Connection Nail Connection

4- or 6-Screw Connection SDS, USP WS, TrussLOK-EWP™, 10d (0.128" x 3") nails, typical. or SDW screw, typical Stagger to prevent splitting. SDS, USP WS, TrussLOK-EWP™, or SDW screw, typical 1½" minimum 2" spacing, typical

2" at top 2" minimum 2" minimum and bottom, typical Equal 8"–10" 11/2" minimum spacing spacing, typical 1½" 2" minimum minimum ½ beam depth L20 2" minimumL19 L21 There must be an equal number of nails on each side of the connection

General Notes for Side-Loaded Beam Tables Point Load Design Example

■ C onnections are based on NDS® or manufacturer’s test or code reports. 3,000 lbs■ Use specific gravity of 0.5 when designing lateral connections.■ Values listed are for 100% stress level. Increase 15% for snow-loaded roof conditions or 14"

25% for non-snow roof conditions, where code allows. First, verify that a 3-ply, 1¾" x 14" beam can support a 3,000 lb■ When fasteners are required on both sides, stagger fasteners on the second side so they fall point load and all other loads applied. The 3,000 lb point load is being trans­ferred to the beam with a face mount hanger. For an halfway between fasteners on the first side. assembly of three 1¾" plies (Assembly B), six 3½" SDS screws■ Verify adequacy of beam in allowable load tables on pages 16–33. are good for 3,060 lbs with a face mount hanger.■ 7" wide beams should be side-loaded only when loads are applied to both sides of the

members (to minimize rotation).■ Minimum end distance for bolts and screws is 6".■ Beams wider than 7" require special consideration by the design professional of record.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

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FRAMING CONNECTORS

Top Mount Hangers—Simpson Strong-Tie®

Supported Supported Nail Type Allowable Load (lbs)—100%(1) See General Notes on page 41 Member Member Width Depth Hanger Support Member Material

1¾" 9¼" LBV1.81/9.25 Header Joist LSL, LVL, PSL DF/SP SPF MIT9.5 16d 10d x 1½" 3½" 9½" 16d 10d x 1½" 2,885 2,590 2,060 BA1.81/9.5 16d 10d x 1½" 5¼" 11¼" LBV1.81/11.25 16d 10d x 1½" 2,115 2,305 1,665 7" 16d 10d x 1½" 117⁄8" MIT11.88 16d 10d x 1½" 3,705 3,435 2,665 BA1.81/11.88 16d 10d x 1½" 14" 16d 10d x 1½" 2,885 2,590 2,060 MIT14 16d 9¼" BA1.81/14 16d 16d 2,115 2,305 1,665 HB3.56/9.25 16d 16d 9½" BA3.56/9.5 16d 16d 3,705 3,435 2,665 HB3.56/9.5 16d 16d 11¼" HB3.56/11.25 16d 16d 2,115 2,305 1,665 LBV BA3.56/11.88 16d 16d MIT 117⁄8" HB3.56/11.88 16d 16d 3,705 3,435 2,665 GLTV BA3.56/14 16d 16d 14" GLTV3.514 16d 16d 5,640 5,650 3,820 BA3.56/16 16d 16d 16" GLTV3.516 16d 16d 3,705 3,435 2,665 HGLTV3.518 16d 16d 18" HGLTV3.520 16d 16d 5,640 5,650 3,820 BA 20" GLTV5.50/9.25 16d 16d HB 9¼" GLTV5.59 16d 16d 5,640 5,650 3,820 9½" GLTV5.50/11.25 16d 16d 11¼" HGLTV5.511 16d 16d 3,705 3,435 2,665 117⁄8" HGLTV5.514 16d 14" HGLTV5.516 SDS 1/4" x 3" SDS ¼" x 3" 5,640 5,650 3,820 16" EGQ5.50-SDS3(2) 16d 16d 11¼"– 20" HB7.12/9.25 16d 16d 3,705 3,435 2,665 9¼" HB7.12/9.5 16d 16d 9½" HGLTV7.12(2) SDS ¼" x 3" 5,915 7,200 5,145 EGQ7.25-SDS3(2) SDS 1/4" x 3" 11¼"– 20" 3,705 3,435 2,665

5,915 7,200 5,145

9,000 8,835 6,770

9,000 8,835 6,770

5,915 7,200 5,145

5,915 7,200 5,145

5,915 7,200 5,145

9,000 8,835 6,770

9,000 8,835 6,770

9,000 8,835 6,770

18,680 19,800 ­–

5,640 5,650 3,820

5,640 5,650 3,820

9,000 8,835 6,770

18,680 19,800 –

(1) Maximum load for top mount hangers shall not be increased for duration of load. 7¼"(2) Specify hanger height when ordering. minimum depthFace Mount Hangers—Simpson Strong-Tie® HGLTV  support EGQ memberSupported Supported Allowable Load (lbs)—100%(1) required Member Member (HGLTV Width Depth only) 7¼"– 9½" 1¾" 9¼"– 9½" Hanger Nail Type Support Member Material 3½" 5¼" 11¼"–14" HU7 Header Joist LSL, LVL, PSL DF/SP SPF HU9 7" 7¼"– 11¼" HU11 16d 10d x 11/2" 1,785 1,785 1,540 HUS1.81/10 9½"–18" HHUS48 16d 10d x 11/2" 2,680 2,680 2,305 HHUS410 14"– 20" HGUS410 16d 10d x 11/2" 3,275 3,275 2,820 9¼"– 9½" HGUS414 11¼"–117⁄8" HHUS5.50/10 16d 16d 5,135 5,135 4,705 HGUS5.50/12 14"–20" HGUS5.50/14 16d 16d 4,210 4,210 3,615 HU HGU5.50 HGUS 9¼"– 9½" HGUS7.25/10 16d 16d 5,635 5,635 4,835 HGUS7.25/12 11¼"–14" HGU7.25-SDS(2) 16d 16d 9,100 9,100 7,825 HGUS7.25/14 14"–20" HHGU7.25-SDS(2) 16d 16d 10,100 10,100 8,685

16d 16d 5,635 5,635 4,835

16d 16d 9,600 9,600 8,255

16d 16d 10,100 10,100 8,685

SDS ¼" x 2½" SDS 1/4" x 21/2" 14,145 14,145 10,185

16d 16d 9,100 9,100 7,825

16d 16d 9,600 9,600 8,255

SDS 1/4" x 21/2" SDS 1/4" x 21/2" 14,145 14,145 10,185

16d 16d 10,100 10,100 8,685

SDS 1/4" x 21/2" SDS 1/4" x 21/2" 17,845 17,845 12,850

(1) For other duration-of-load values, refer to hanger manufacturer's literature.(2) Specify hanger height when ordering.

Hanger information on these two pages was provided by either Simpson Strong‑Tie® or USP Structural Connectors®. For additional information, please refer to their literature. Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

40

FRAMING CONNECTORS

Top Mount Hangers—USP Structural Connectors® General Notes

Supported Supported Hanger Nail Type Allowable Load (lbs)—100%(1) ■ Hanger capacity may be more or less than that ofMember Member the supported member; therefore, check both theWidth Depth BPH17925 Support Member Material hanger and the beam capacities. PHXU17925 Header  Joist LSL, LVL, PSL DF/SP SPF BPH1795 16d 10d x 11⁄2" ■ Leave 1⁄16" clearance (1⁄8" maximum) between the 91⁄4" PHXU1795 16d 10d x 11⁄2" 3,340 3,030 2,245 end of the beam or header and its support member BPH17112 16d 10d x 11⁄2" or hanger. PHXU17112 16d 10d x 11⁄2" 4,420 4,425 3,070 BPH17118 16d 10d x 11⁄2" Header Assumptions 9½" PHXU17118 16d 10d x 11⁄2" 3,340 3,030 2,245 BPH1714 16d 10d x 11⁄2" ■ Hangers to be supported by headers of PHXU1714 16d 10d x 11⁄2" 4,420 4,425 3,070 TimberStrand® LSL, Microllam® LVL, PHXU35925 16d 10d x 11⁄2" Parallam® PSL, Douglas fir, southern pine, or13⁄4" 11¼" PHXU3595 16d 10d x 11⁄2" 3,340 3,030 2,245 spruce-pine-fir. PHXU35112 16d PHXU35118 16d 10d 4,420 4,425 3,070 ■ When using top mount hangers in back-to-back HLBH3514 16d 10d applications, ensure that the supporting beam 117⁄8" HLBH3516 16d 10d 3,340 3,030 2,245 width is adequate to prevent hanger interference. HLBH3518 10d PHXU3520 NA16D-RS 16d 4,420 4,425 3,070 ■ Face mount hangers to be supported by 1¾" width HLBH3520 NA16D-RS 16d headers, minimum. 14" PHXU55925 NA16D-RS 16d 3,340 3,030 2,245 PHXU5595 10d Nailing Requirements PHXU55112 16d 16d 4,420 4,425 3,070 PHXU55118 NA16D-RS 10d ■ Fill all round and positive-angle nail holes with the 9¼" HLBH5514 10d 5,785 5,285 3,590 proper nails. 9½" HLBH5516 16d 10d 11¼" PHXU5518 16d 10d 5,785 5,285 3,590 – 10d x 1½" nails are 0.148" dia. by 1½" long. 117⁄8" HLBH5518 16d 16d – 10d nails are 0.148" dia. by 3" long.31⁄2" 14" PHXU5520 16d 16d 5,785 5,285 3,590 – 16d nails are 0.162" dia. by 3½" long. 16" HLBH5520 NA16D-RS 10d – For USP: 16d R.S. nails are (9 gauge) 0.148" dia. 18" PHXU71118 NA16D-RS 16d 5,785 5,285 3,590 HLBH7114 16d 10d by 3½" long ring-shank nails. HLBH7116 NA16D-RS 16d 9,600 9,600 8,915 HLBH7118 16d 10d NA16D-RS 16d 9,600 9,600 8,915 16d 16d NA16D-RS 16d 9,600 9,600 8,915 NA16D-RS 20" NA16D-RS 5,785 5,285 3,590

9,600 9,600 8,915

9¼" 5,785 5,285 3,590

9½" 5,785 5,285 3,590

11¼" 5,785 5,285 3,590

117⁄8" 5,785 5,285 3,590

51⁄4" 14" 9,600 9,600 8,915 16" 9,600 9,600 8,915

18" 5,785 5,285 3,590

9,600 9,600 8,915

20" 5,785 5,285 3,590

9,600 9,600 8,915

117⁄8" 5,785 5,285 3,590

7" 14" 9,600 9,600 8,915 16" 9,600 9,600 8,915

18" 9,600 9,600 8,915

(1) Maximum value for top mount hangers shall not be increased for duration of load.

Face Mount Hangers—USP Structural Connectors® BPH PHXUSupported Supported Hanger Nail Type Allowable Load (lbs)—100%(1)Member MemberWidth Depth HD17925 Support Member Material HUS179 Header Joist LSL, LVL, PSL DF/SP SPF HD17112 16d 10d x 1½" 9¼"–14" HD1714 16d 10d x 1½" 2,540 2,540 2,1051¾" 11¼"–14" HD410 16d 10d x 1½" THD410 16d 10d x 1½" 5,310 5,310 4,410 14" THDH410 16d HD412 16d 10d 2,900 2,900 2,105 THD412 16d 10d THDH412 16d 16d 3,140 3,140 2,310 HD414 16d 10d THD414 16d 10d 2,540 2,540 2,180 THDH414 16d 16d 9¼"–14" HD5210 16d 10d 5,360 5,360 4,600 THD610 16d 10d THDH610 16d 16d 8,260 8,260 7,120 HD5212 16d 10d THD612 16d 10d 3,100 3,100 2,660 THDH612 16d 16d3½" 11¼"–18" HD5214 16d 10d 6,770 6,770 5,810 THD614 16d 10d THDH614 16d 16d 9,845 9,845 8,270 HLBH HD7100 16d 10d THD7210 16d 10d 3,385 3,385 2,905 THDH7210 16d 16d 14"–20" HD7120 16d 10d 7,045 7,045 5,920 THDH7212 16d 16d HD7140 16d 16d 9,845 9,845 8,270 THDH7214 16d 10d 16d 16d 2,540 2,540 2,180 16d 10d 9¼"–117⁄8" 16d 5,660 5,660 4,900

8,725 8,725 7,520

3,100 3,100 2,660

5¼" 11¼"–16" 7,150 7,150 6,190 14"–18" 14"–20" 9,935 9,935 8,345 HD

9¼"–14" 3,385 3,385 2,905 7" 11¼"–16" 8,415 8,415 7,070 14"–18" 11,645 11,645 9,780

1,690 1,690 1,450

5,660 5,660 4,900

8,260 8,260 7,120 THD THDH 2,255 2,255 1,935

9,845 9,845 8,270

2,820 2,820 2,420

9,845 9,845 8,270

(1) For other duration-of-load values, refer to hanger manufacturer's literature.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

41

COLUMNS

Allowable Axial Loads (lbs) for 1.3E TimberStrand® LSL

Column Effective 3½" x 3½" 3½" x 43⁄8" Column Size 3½" x 7¼" 3½" x 85⁄8"Bearing Column 100% 115% 125% 100% 115% 125% 3½" x 5½" 100% 115% 125% 100% 115% 125% Length 12,165 13,665 14,625 15,210 17,085 18,280 100% 115% 125% 25,205 28,310 30,290 29,985 33,680 36,035 Type 10,745 11,830 12,490 13,435 14,790 15,610 19,120 21,475 22,980 22,260 24,505 25,870 26,480 29,155 30,780 On 3' 9,120 9,810 10,215 11,400 12,265 12,765 16,885 18,590 19,625 18,895 20,325 21,155 22,480 24,180 25,170Column 4' 7,550 7,985 8,235 9,440 9,980 10,295 14,335 15,420 16,050 15,640 16,540 17,060 18,610 19,680 20,300 Base 5' 6,235 6,525 6,695 7,795 8,160 8,370 11,865 12,550 12,945 12,915 13,520 13,870 15,365 16,085 16,500 On 6' 5,195 5,400 5,515 6,490 6,750 6,895 9,800 10,255 10,520 10,755 11,185 11,430 12,795 13,305 13,595 Wood 7' 4,375 4,525 4,610 5,465 5,655 5,765 8,160 8,485 8,670 9,060 9,370 9,550 10,775 11,150 11,360Plate(1)(2) 8' 3,725 3,840 3,905 4,655 4,795 4,880 6,870 7,110 7,245 7,715 7,950 8,085 9,175 9,460 9,620 9' 2,785 2,855 2,895 3,480 3,565 3,615 5,850 6,030 6,135 5,770 5,910 5,995 6,860 7,030 7,130 10' 2,155 2,200 2,225 2,695 2,750 2,780 4,375 4,485 4,545 4,465 4,555 4,610 5,310 5,420 5,485 12' 5,765 5,765 5,765 7,065 7,065 7,065 3,385 3,455 3,495 10,785 10,785 10,785 12,830 12,830 12,830 14' 5,195 5,400 5,515 6,490 6,750 6,895 8,740 8,740 8,740 10,755 10,785 10,785 12,795 12,830 12,830 3'–7' 4,375 4,525 4,610 5,465 5,655 5,765 8,160 8,485 8,670 9,060 9,370 9,550 10,775 11,150 11,360 8' 3,725 3,840 3,905 4,655 4,795 4,880 6,870 7,110 7,245 7,715 7,950 8,085 9,175 9,460 9,620 9' 2,785 2,855 2,895 3,480 3,565 3,615 5,850 6,030 6,135 5,770 5,910 5,995 6,860 7,030 7,130 10' 2,155 2,200 2,225 2,695 2,750 2,780 4,375 4,485 4,545 4,465 4,555 4,610 5,310 5,420 5,485 12' 3,385 3,455 3,495 14'

(1) Wood plate bearing is based on compression perpendicular-to-grain stress of 425 psi adjusted per the NDS®, 3.10.4.(2) See connection details below.

Allowable Axial Loads (lbs) for 1.8E Parallam® PSL

Column Effective Column SizeBearing Column 3½" x 3½" 3½" x 5¼" 3½" x 7" 5¼" x 5¼" 5¼" x 7" 7" x 7" Type Length 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% OnColumn 6' 10,595 11,200 11,545 15,890 16,800 17,320 21,190 22,395 23,095 33,295 36,675 38,735 40,000 40,000 40,000 40,000 40,000 40,000 Base 7' 8,735 9,140 9,370 13,105 13,710 14,060 17,475 18,280 18,745 30,010 32,545 34,030 40,000 40,000 40,000 40,000 40,000 40,000

8' 7,265 7,550 7,715 10,900 11,325 11,570 14,535 15,100 15,425 26,650 28,490 29,555 35,530 37,985 39,410 40,000 40,000 40,000

9' 6,115 6,320 6,440 9,170 9,480 9,660 12,225 12,640 12,880 23,475 24,835 25,620 31,300 33,115 34,165 40,000 40,000 40,000

10' 5,200 5,355 5,445 7,800 8,035 8,170 10,400 10,715 10,895 20,660 21,695 22,290 27,545 28,925 29,725 40,000 40,000 40,000

12' 3,885 3,980 4,030 5,825 5,965 6,050 7,765 7,955 8,065 16,160 16,805 17,175 21,545 22,405 22,900 40,000 40,000 40,000

14' 3,000 3,065 3,100 4,500 4,595 4,645 6,005 6,125 6,195 12,890 13,315 13,560 17,185 17,755 18,080 34,155 35,785 36,720

16' 10,480 10,775 10,950 13,970 14,370 14,595 28,485 29,640 30,300

18' 8,670 8,885 9,010 11,560 11,850 12,010 24,020 24,860 25,345

20' Slenderness ratio exceeds 50 7,285 7,445 7,535 9,710 9,925 10,050 20,475 21,110 21,475

22' 17,630 18,125 18,405

24' 15,325 15,715 15,935

General Notes Top or Bottom Plate Connection

■ Tables are based on: Two 16d (0.162" x 3½") – Solid, one-piece column members used in dry-service conditions. nails for every 1¾" of – Bracing in both directions at column ends. column width, nailed – NDS®. – Simple columns with axial loads only. For side loads or other combined bending through the plate into the column and axial loads, see the NDS®.

■ Allowable loads have been adjusted to accommodate the worst case of the following eccentric conditions: 1⁄6 of column thickness (first dimension) or 1⁄6 of column width.

■ Beams and columns must remain straight to within 5L2⁄4608 (in.) of true alignment. L is the unrestrained length of the member in feet.

For column allowable design stresses see page 5.

Wide face of strands

The column and ­connector values listed are for Wide face In order to use the manufacturer’s dry-service conditions only. When wet-service of strands published capacities when designing c­ onditions exist, contact your Weyerhaeuser column caps, bases, or holdowns for uplift, the bolts or screws must be representative for other p­ roduct solutions. installed ­perpendicular to the wide

face of strands as shown at left. DO NOT install bolts or screws into the narrow

face of strands

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

42

COLUMNS

Column Caps for TimberStrand® LSL and Parallam® PSL Beam on Column Cap

Column Beam Column Size Location Simpson Strong-Tie® USP Structural Connectors®Product Width 3½" x 3½" on Beam 3½" x 5½" Connector Load (lbs) Connector Load (lbs) 3½" x 7¼" End 3½" x 3½" Intermediate ECC44 7,655 KECC44 12,030 3½" x 5¼" 1.3E 5¼" x 3½" End CC44 15,310 KCC44 15,315TimberStrand® 5¼" x 5¼" Intermediate 31⁄2" 5¼" x 7" ECC46 12,030 KECC46 18,595 LSL 7" x 3½" End 7" x 5¼" Intermediate CC46 24,060 KCC46 24,065

7" x 7" End ECC48 16,405 KECC48 20,780 Intermediate CC48 24,060 KCC48 24,065 End Intermediate ECC44 7,655 KECC44 12,030 P1

31⁄2" End CC44 15,310 KCC44 15,315 Column Base Intermediate ECC46 12,030 KECC45 16,405 End Intermediate CC46 24,060 KCC45 24,065

End ECC64 12,030 KECC64 25,780 Intermediate CC64 28,586 KCC64 37,815 End 1.8E 51⁄4" Intermediate ECC66 18,905 KECC66 25,780Parallam® End CC66 30,250 KCC66 37,815 PSL Intermediate ECC6-71⁄8 24,060 KECC57 31,170 End Intermediate CC6-71⁄8 37,810 KCC57 36,095

ECC71⁄8-4 18,375 ––

CC71⁄8-4 34,736 ––

7" ECC71⁄8-6 28,875 KECC75X 45,940

CC71⁄8-6 58,500 KCC75X 56,875

ECC71⁄8-71⁄8 36,750 KECC77X 45,940 P2

CC71⁄8-71⁄8 57,750 KCC77X 56,875 Elevated Column Base

Column Bases for TimberStrand® LSL and Parallam® PSL Optional non-shrinkColumn Column Size Simpson Strong-Tie® USP Structural Connectors® groutProduct Connector Load (lbs) Connector Load (lbs)

ABA44Z 6,000 PA44 5,135

3½" x 3½" PAU44 6,775

1.3E 31⁄2" x 5½" LCB44 Post or concrete control CBSQ44-TZ 6,775TimberStrand® 3½" x 7¼" 3½" x 3½" ABA46 9,435 KCB44 Post or concrete control LSL LCB46 Post or concrete control CB48 Post or concrete control PA46 6,285

LCB44 KCB46 Post or concrete control P3

KCB48 Post or concrete control Beam on Column

CBE44 11⁄8" TJ® Rim Board or 1¼" TimberStrand® LSL KCB44 blocking for lateral support

3½" x 5¼" LCB46 CBE46 3½" x 7" 5¼" x 5¼" KCB45

1.8E CB71⁄8-4 KCB47Parallam® LCB66 Post or concrete control KCB74 Post or concrete control PSL CB6-7 CBE66 CB71⁄8-6 CB71⁄8-7 KCB66 Strap per code if top 5¼" x 7" KCB76 plate is not 7" x 7" continuous KCB77 over column

Column

General Notes L1

■ Capacities shown cannot be adjusted for duration of load.

■ Connector capacities assume a beam material with a minimum perpendicular-to-grain bearing of 625 psi.

■ Connector capacities may be more than the c­ olumn capacity; therefore, check both the connector and the column capacity and use the lower capacity.

■ Other connectors may be available. Capacities may vary depending on orientation of member. Contact the hanger manufacturer for more information.

Trus Joist® Beam, Header and Column Specifier's Guide  TJ-9000  |  May 2015

43

We Can Help You Build Smarter

You want to build solid and durable structures—we want to help. Weyerhaeuserprovides high-quality building products and unparalleled technical and fieldassistance to support you and your project from start to finish.

Floors and Roofs: Start with the best framing components in the industry: ourTrus Joist® TJI® joists; TimberStrand® LSL rim board; and TimberStrand® LSL,Microllam® LVL, and Parallam® PSL headers and beams. Pull them all togetherwith our self-gapping and self-draining Weyerhaeuser Edge GoldTM floor panels anddurable Weyerhaeuser roof sheathing.

Walls: Get the best value out of your framing package—use TimberStrand® LSLstuds for tall walls, kitchens, and bathrooms, and our traditional, solid-sawnlumber everywhere else. Cut down installation time by using TimberStrand® LSLheaders for doors and windows, and Weyerhaeuser wall sheathing with its handytwo-way nail lines.

Software Solutions: Whether you are a design professional or lumber dealer,Weyerhaeuser offers an array of software packages to help you specify individualframing members, create cut lists, manage inventories—even help you design acomplete structural frame. Contact your Weyerhaeuser representative to find outhow to get the software you need.

Technical Support: Need technical help? Weyerhaeuser has one of the largestnetworks of engineers and sales representatives in the business. Call us for help,and a skilled member from our team of experts will answer your questions and workwith you to develop solutions that meet all your structural framing needs.

CONTACT US 1.888.453.8358 • woodbywy.com/contact

Contact your local representative or dealer at:

Visit woodbywy.com/warranty for copies of this and other , Weyerhaeuser, Microllam, Parallam, TimberStrand, TJ, TJI, and Trus Joist are Trus Joist® Engineered Wood Product warranties. registered trademarks and Edge Gold is a trademark of W­ eyerhaeuser NR. © 2015 Weyerhaeuser NR Company. All rights reserved. Printed in the USA.May 2015 • Reorder TJ-9000This document supersedes all previous versions. If this is more thanone year old, contact your dealer or Weyerhaeuser rep.