Catalog

2024

CONTRACTOR CATALOG Your One-Stop-Shop for... BUILDING MATERIALS MILLWORK LUMBER HARDWARE

KITCHENS FLOORING

&ƒÃ®½ù Kóě— Ι K֛ك㛗 ^®Ä‘› ϭϵϰϲ

KƵƌ ŽŵƉĂŶLJ ,ŝƐƚŽƌLJ A Look Back at Our 75 Years in Business. ϭϵϰϲ Jackson Lumber & Millwork ŝƐ ůĂƵŶĐŚĞĚ ďLJ ƚŚĞ dŽƌƌŝƐŝ ĨĂŵŝůLJ͘ >ĞĚ ďLJ :ŽĞ dŽƌƌŝƐŝ ĂŶĚ ŚŝƐ ďƌŽƚŚĞƌƐ͕ ĂŶĚ ůŽĐĂƚĞĚ ŽŶ :ĂĐŬƐŽŶ ^ƚƌĞĞƚ ŝŶ >ĂǁƌĞŶĐĞ͕ D ͕ ƚŚĞ ĐŽŵƉĂŶLJ ƐŽŽŶ ďĞĐĂŵĞ ƚŚĞ ůĂƌŐĞƐƚ ďƵŝůĚŝŶŐ ŵĂƚĞƌŝĂůƐ ƐƵƉƉůŝĞƌ ŝŶ ƚŚĞ ĐŽŵŵƵŶŝƚLJ . ϭϵϱϬ Ͳ ϭϵϲϱ ŌĞƌ ĂĐƋƵŝƌŝŶŐ ƐĞǀĞƌĂů ƉĂƌĐĞůƐ ŽĨ ůĂŶĚ ŽŶ ƚŚĞ ƐŽƵƚŚ ƐŝĚĞ ŽĨ ƚŚĞ ĐŝƚLJ͕ ƚŚĞ ĞŶƟƌĞ ďƵƐŝŶĞƐƐ ŽƉĞƌĂƟŽŶ ǁĂƐ ŵŽǀĞĚ ƚŽ DĂƌŬĞƚ ^ƚƌĞĞƚ͘ ƵƌŝŶŐ ƚŚŝƐ ƟŵĞ Ă ƐĞĐŽŶĚ ŐĞŶĞƌĂƟŽŶ ŽĨ ĨĂŵŝůLJ ŵĞŵďĞƌƐ ũŽŝŶĞĚ ƚŚĞ ĐŽŵƉĂŶLJ͘ ϭϵϳϵ dŚĞ ĮŶĂů ƉŝĞĐĞ ŽĨ ĂĚũŽŝŶŝŶŐ ƉƌŽƉĞƌƚLJ ǁĂƐ ƌĞƚƌŽĮƩĞĚ͕ ƉƌŽǀŝĚŝŶŐ ĂŶ ĞŶƟƌĞ ĐŝƚLJ ďůŽĐŬ ƚŽ ŚŽƵƐĞ Ăůů ĐŽŵƉĂŶLJ ŽƉĞƌĂƟŽŶƐ͘ ϭϵϴϱ Ͳ ϮϬϬϭ ^ĞǀĞƌĂů ƐŝƚĞƐ ŝŶ ƚŚĞ DĞƌƌŝŵĂĐŬ sĂůůĞLJ ĂŶĚ ƐŽƵƚŚĞƌŶ E, ŝŶĐůƵĚŝŶŐ ,ĂǀĞƌŚŝůů͕ D ͕ ĂŶĚ ^ĂůĞŵ͕ E,͕ ǁĞƌĞ ĂĐƋƵŝƌĞĚ ƚŽ ŚĂŶĚůĞ ŐƌŽǁƚŚ ŽĨ ƚŚĞ ŵŝůůǁŽƌŬ ĂŶĚ ůƵŵďĞƌ ĚŝǀŝƐŝŽŶƐ͘ ƵƌŝŶŐ ƚŚŝƐ ƉĞƌŝŽĚ͕ Ă ƚŚŝƌĚ ŐĞŶĞƌĂƟŽŶ ŽĨ ĨĂŵŝůLJ ŵĞŵďĞƌƐ ũŽŝŶĞĚ ƚŚĞ ĐŽŵƉĂŶLJ ƌĂŶŬƐ͘

ϮϬϭϰ Jackson Lumber & Millwork ďĞĐĂŵĞ ƚŚĞ ĮƌƐƚ EĞǁ ŶŐůĂŶĚ ĚĞĂůĞƌ ƚŽ ďĞ ŶĂŵĞĚ EĂƟŽŶĂů ĞĂůĞƌ of the Year by WƌŽ^ĂůĞƐ DĂŐĂnjŝŶĞ . ϮϬϭϳ dŽ ďĞƩĞƌ ƐĞƌǀĞ ĐƵƐƚŽŵĞƌƐ ŝŶ ŐƌĞĂƚĞƌ ŽƐƚŽŶ͕ ƚŚĞ ĮŌŚ :ĂĐŬƐŽŶ >ƵŵďĞƌ Θ DŝůůǁŽƌŬ ůŽĐĂƟŽŶ ŽƉĞŶĞĚ Ăƚ ƚŚĞ ƐŝƚĞ ŽĨ ͘ '͘ ĂƌŬĞƌ >ƵŵďĞƌ ŝŶ tŽďƵƌŶ͕ D ͘

ϮϬϬϯ Ͳ ϮϬϬϲ ϮϮ ĂĐƌĞƐ ŽĨ ůĂŶĚ ǁĞƌĞ ĂĐƋƵŝƌĞĚ ŝŶ ZĂLJŵŽŶĚ͕ E,͘ KǀĞƌ ϭϬϬ͕ϬϬϬ ƐƋ͘ Ō͘ ŽĨ ďƵŝůĚŝŶŐƐ ǁĞƌĞ ĞƌĞĐƚĞĚ ƚŽ ŚŽƵƐĞ ƚŚĞ ĞŶƟƌĞ ŵŝůůǁŽƌŬ ŵĂŶƵĨĂĐƚƵƌŝŶŐ Ăƌŵ ŽĨ ƚŚĞ ĐŽŵƉĂŶLJ͕ ŝŶ ĂĚĚŝƟŽŶ ƚŽ Ă ƐƉĂĐŝŽƵƐ ĚƌŝǀĞ - thru ůƵŵďĞƌ LJĂƌĚ ĂŶĚ ĐŽŶƚƌĂĐƚŽƌ showroom.

ϮϬϬϴ :ĂĐŬƐŽŶ <ŝƚĐŚĞŶ ĞƐŝŐŶƐ ǁĂƐ ĞƐƚĂďůŝƐŚĞĚ ŝŶ EŽƌƚŚ ŶĚŽǀĞƌ͕ D ͘ dŚŝƐ ďĞĂƵƟĨƵů͕ ǁĞůů - ĂƉƉŽŝŶƚĞĚ ŬŝƚĐŚĞŶ showroom features cabinetry by ŵĂũŽƌ ŵĂŶƵĨĂĐƚƵƌĞƌƐ ĂŶĚ ŚĂƐ Ă ƐƚĂī ŽĨ ĞdžƉĞƌŝĞŶĐĞĚ͕ ƚĂůĞŶƚĞĚ ĚĞƐŝŐŶĞƌƐ͘

ϮϬϮϭ Jackson Lumber & Millwork ĞŵƉůŽLJĞĞƐ ĂŶĚ ƚŚĞ dŽƌƌŝƐŝ ĨĂŵŝůLJ celebrate 75 years in business. We ĂƌĞ ƉƌŽƵĚ ƚŽ ĐŽŶƟŶƵĞ ŽƵƌ ƚƌĂĚŝƟŽŶ ŽĨ ƉƌŽǀŝĚŝŶŐ ĐƵƐƚŽŵĞƌƐ ǁŝƚŚ ƋƵĂůŝƚLJ ƉƌŽĚƵĐƚƐ͕ ƐĞƌǀŝĐĞƐ͕ ĂŶĚ ƐŽůƵƟŽŶƐ on - ƟŵĞ ĂŶĚ ŝŶ - ĨƵůů ĞǀĞƌLJ ĚĂLJ͘

ϮϬϭϬ ^ƵďƐƚĂŶƟĂů ĂƐƐĞƚƐ ĂŶĚ ŬĞLJ ƉĞƌƐŽŶŶĞů ǁĞƌĞ ĂĐƋƵŝƌĞĚ ĨƌŽŵ Ă ƐŽƵƚŚĞƌŶ E, ĐŽŵŵĞƌĐŝĂů ĂŶĚ ƌĞƐŝĚĞŶƟĂů ŵŝůůǁŽƌŬ ŵĂŶƵĨĂĐƚƵƌĞƌ͘ ϮϬϭϮ ůƵŵďĞƌ ĂŶĚ ďƵŝůĚŝŶŐ ŵĂƚĞƌŝĂůƐ LJĂƌĚ͕ ϭϮ͕ϬϬϬ ƐƋ͘ Ō͘ ŚĂƌĚǁĂƌĞ ƐƚŽƌĞ͕ ĂŶĚ ƐŚŽǁƌŽŽŵ ŽƉĞŶĞĚ ŝŶ ŵĞƐďƵƌLJ͕ D ͘

:ĂĐŬƐŽŶ >ƵŵďĞƌ Θ DŝůůǁŽƌŬͶ WƌŽǀŝĚŝŶŐ ^ŽůƵƟŽŶƐ Θ ĞůŝǀĞƌŝŶŐ

ZĞƐƵůƚƐ ^ŝŶĐĞ ϭϵϰϲ͘

CONTRACTOR CATALOG 2024

-Providing Solutions and Delivering Results since 1946

800-551-5591 www.jacksonlumber.com

LAWRENCE,MA 215 Market Street. Phone: 978-686-4141 Fax: 978-689-1023 HOURS: M-F: 6:30 a.m. - 4:30 p.m. Sat: 7:00 a.m. - 12:00 p.m.

AMESBURY,MA 67 Haverhill Road. Phone: 978-388-0366 Fax: 978-388-9824 HOURS: M-F: 6:30 a.m. - 4:30 p.m. Sat: 7:00 a.m. - 12:00 p.m.

WOBURN,MA 10 Jefferson Ave. Phone: 781-933-0057 Fax: 781-932-6649 HOURS: M-F: 6:30 a.m. - 4:30 p.m. Sat: 7:00 a.m. - 12:00 p.m.

RAYMOND, NH 10 Industrial Drive Phone: 603-895-5151 Fax: 603-895-5152 HOURS: M-F: 6:30 a.m. - 4:30 p.m.

-OUR MISSION STATEMENT We strive to provide our customers with quality products, services and solutions “on-time” and “in-full” everyday

KEEP AN EYE OUT FOR QR CODES THROUGHOUT THE CATALOG

KITCHEN DESIGNS

AMESBURY, MA at Jackson Lumber & MIllwork 67 Haverhill Rd. Phone: 978-388-0366 Fax: 978-388-9824 HOURS: M-F: 6:30 a.m. - 4:30 p.m. S: 7:00 a.m. - 12:00 p.m. NORTH ANDOVER, MA Butcher Boy Market Place 1093 Osgood St. Phone: 978-685-7770 Fax: 978-685-7771 HOURS: M: 9:00 a.m. - 3:00 p.m. T-F: 9:00 a.m. - 5:00 p.m. S: 9:00 a.m. - 3:00 p.m.

EACH QR CODE WILL SEND YOU TO THE VENDOR’S WEBSITE FOR MORE INFORMATION VISIT OUR SOCIALS

www.jacksonkitchendesigns.com

Millwork

INTERIOR DOORS & UNITS ACCESS PANELS & ATTIC SCUTTLES .. . . . . . . . . . . . . 170 BARNDOOR&HARDWARE.. . . . . . . . . . . . . . . . . . 153-154 CUTDOWNDOORDIMENSIONS.. . . . . . . . . . . . . . . . . . 148 INTERIORJAMBDETAILS........................ 150 INTERIORTRANSOMS........................... 151 JLM DOOR SPECS & CLOSET DOOR HARDWARE . . . . 149 MASONITE WOOD STILE & RAIL DOORS .. . . . . . . . 141-143 PRIMED MDF PANEL& FRENCH DOORS.. . . . . . . . . . . . 144 MASONITE MOULDED INTERIOR DOORS.. . . . . . . . . . . 145 STOCKINTERIORDOORS......................... 148 ROUGHOPENINGS.............................. 147 SPECIALLOCATIONDOORS.. . . . . . . . . . . . . . . . . . . . . 146 POCKET DOOR FRAMES & HARDWARE . . . . . . . . . 155-156 TRUSTILEDOORS........................... 139-140 MOULDINGS CORNERBLOCKS............................... 190 MOULDINGS............................... 177-180 MOULDINGCOLLECTIONS.. . . . . . . . . . . . . . . . . . 185-189 WINDSORONE MOULDINGS . . . . . . . . . . . . . . . . . . 183-184 VINYLWINDOWTRIMPACKS.. . . . . . . . . . . . . . . . . . . . 182 STAIRS ANATOMYOFASTAIRWAY....................... 157 ATTIC FOLDING STAIRWAYS & DRAFT CAP . . . . . . . . . 169 ATTIC SCUTTLES & ACCESS WALL PANELS . . . . . . . . 170 BOXNEWELS...............................161-163 LJ SMITH BALUSTERS & NEWEL POSTS . . . . . . . . . . . 158 HANDRAILS&ACCESSORIES.. . . . . . . . . . . . . . . . . . . . 159 HANDRAILFITTINGS............................ 160 STARTINGSTEPS............................... 166 TREADS&RISERS............................... 165 STAIRHARDWARE.............................. 164 WINDOWS AND PATIO DOORS ANDERSEN A-SERIES 93-96 ANDERSENE-SERIES.......................... 91-92 ANDERSEN400SERIES.. . . . . . . . . . . . . . . . . . . . . . 97-100 ANDERSEN200SERIES.. . . . . . . . . . . . . . . . . . . . . .101-102 ANDERSEN100SERIES.. . . . . . . . . . . . . . . . . . . . . 103-104 ANDERSEN MULTI GLIDE DOORS. . . . . . . . . . . . . . 105-106 ANDERSENFOLDINGDOORS.. . . . . . . . . . . . . . . . 107-108 ANDERSENENTRYDOORS.. . . . . . . . . . . . . . . . . . .109-110 ANDERSEN RETRACTABLE SCREENS . . . . . . . . . . . . . . . 111 EMCOSTORM&SCREENDOORS.. . . . . . . . . . . . . . . . . .112 HARVEYWINDOWS........................... 73-78 HARVEYPATIODOORS........................... 79 LARSONSTORMDOORS..........................118 PARADIGMWINDOWS......................... 81-90 SIMONTONDOORS............................... 80

COLUMNS STOCKCOLUMNS........................... 201-203 COMMERCIAL DOOR PRODUCTS CLOSERS...................................... 214 WOODDOORS.................................. 207 METALDOORS.................................. 206 EXITDEVICES&TRIM........................ 209-211 FLATGOODS................................... 215 FRAMES...................................203-204 HINGES.....................................211-212 LOCKS..................................... 207-208 LITEKITS.......................................211 POWERSUPPLY................................. 213 ROUGH OPENINGS & HANDINGS.. . . . . . . . . . . . . . . . . 217 WEATHER&SOUNDSEALING.. . . . . . . . . . . . . . . . . . . . 216 CUSTOM MILLWORK CURVEDCASING................................ 175 CURVEDNOSING................................ 176 CUSTOMCABINETS..........................171-172 HARDWOODSPECIES........................... 167 CUSTOMCASEDOPENINGS...................... 176 CUSTOMEXTERIORDOORS...................... 193 CUSTOM MDF WAINSCOTING . . . . . . . . . . . . . . . . . 173-174 CUSTOM MILLED WOOD & NOSED WOOD . . . . . . . . . . . . 192 EXTERIOR DOORS EXTERIORSILLS................................ 135 EXTERIOR COMPOSITE JAMBS .. . . . . . . . . . . . . . . . . . 134 EXTERIOR SILL PANS & DOOR BOTTOMS .. . . . . . . . . . 136 EXTERIOR DOOR ROUGH OPENINGS .. . . . . . . . . . . . . . . 131 EXTERIOR HINGES & COMPONENTS .. . . . . . . . . . . . . . 132 EXTERIORTRANSOMS .......................... 130 HINGEDPATIODOORS........................... 129 EXTERIORCASINGOPTIONS .. . . . . . . . . . . . . . . . . . . . 133 SIMPSON...................................127-128 THERMATRU.................................119-126 FIRE RATED DOORS, FRAMES, RESIDENTIAL RESIDENTIAL 20 MINUTE DOORS & FRAMES. . . . . . . . 137 RESIDENTIAL 90 MINUTE DOORS & FRAMES 138 FLOORING UN-FINISHEDOAK.............................. 168 PRE-FINISHEDOAK............................. 168 HARDWARE SCHLAGE LOCKSETS 194-196 EMTEKHARDWARE.......................... 197-198 INTERIOR HINGE CODES & FINISHES . . . . . . . . . . 199-200 POCKET DOOR FRAMES & HARDWARE . . . . . . . . . 155-156 STAIRHARDWARE.............................. 164 BARNDOORHARDWARE .................... 153-154

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July 2024

Building Materials

PLYWOOD & PANELS ADVANTECH.....................................18 CABINETGRADEPLYWOOD........................17 MDF............................................17 MDO............................................17 OSB ............................................17 CDXSHEATHING.................................17 T1-11 ...........................................17 UNDERLAYMENT.................................17 ZIPSYSTEM.....................................19 SUBFLOORINSTALLATIONTIPS.. . . . . . . . . . . . . . . . . . . 20 ROOFING ABCMETALROOFING......................... 31-32 DRIPEDGE...................................... 24 GAFTIMBERLINE…............................... 29 GAFACCESSORIES............................... 30 GRACEICE&WATERSHIELD….. . . . . . . . . . . . . . . . . . . . 28 IKOCAMBRIDGE&HIP&RIDGE.. . . . . . . . . . . . . . . . . . . 25 IKOACCESSORIES............................... 27 IKODYNASTY….................................. 26 VELUXSKYLITES…...........................113-115 SIDING JAMES HARDIE FIBER CEMENT… .. . . . . . . . . . . . . . . 37-38 LPSMARTSIDE.................................. 36 MID-AMERICA................................... 41 PLYGEMVINYLSIDING….......................... 39 SBCWHITECEDARSHINGLES.. . . . . . . . . . . . . . . . . . . . 41 VINYLACCESSORIES............................. 40 WESTERN RED CEDAR CLAPBOARDS .. . . . . . . . . . . . . . 42 TOOLS & FASTENERS BOSTITCH................................... 67-68 FASTENMASTER................................. 65 GRKFASTENERS................................. 66 SIMPSONSTRONG-TIE........................... 59 CHARTS & FORMS BOARDFOOTAGE.................................71 CONCRETEESTIMATING.......................... 72 SIDINGESTIMATINGGUIDE....................... 70 RAFTERLENGTHTABLE........................... 69 FRAMINGCROSSSECTION......................... 2

WINDOWS AND PATIO DOORS CONT EXTERIOR WINDOW SURROUNDS .. . . . . . . . . . . . . . . . . 117 PRE-ASSEMBLED WINDOW TRIM PACKS .. . . . . . . . . . . 191 WINDOWKEYTERMS............................116 BUILDING MATERIALS AZEKTRIM................................... 43-46 AZEK MOULDING 47-49 ACRE............................................51 PATTERNSTOCKOPTIONS........................181 DIMENSIONALLUMBER............................16 DOUGLASFIR…...................................16 DOW FOAM INSULATION BOARD.. . . . . . . . . . . . . . . . . . 33 FIRETREATEDLUMBER............................17 GORDONBULKHEADS......................... 63-64 GYPSUM.........................................17 HENRYBLUESKIN.................................21 OWENSCORNING................................ 33 METALSTUDS....................................17 MICROPRO PRESSURE TREATED LUMBER.. . . . . . . 53-54 ROCKWOOLINSULATION…........................ 34 IKOENERFOIL................................... 35 TYPAR.......................................... 23 TYVEK.......................................... 22 DECKING & RAILING ANATOMYOFADECK............................ 55 AZEK & TIMBERTECH DECKING .. . . . . . . . . . . . . . . . 57-58 AZEKRAILING................................... 60 FEENEYCABLERAILING.......................... 62 INTEXHAMPTONRAILING.........................61 PRESSURETREATEDDECKING .. . . . . . . . . . . . . . . . . . . 56 RDIENDURANCERAILING..........................61 WOODDECKING ................................ 56 ENGINEERED LUMBER LAMINATED VENEER LUMBER (LVL) . . . . . . . . . . . . . . 8-12 INTERNATIONAL BEAM PRODUCTS.. . . . . . . . . . . . . . . 5-7 PARALLAMPSLCOLUMNS.........................16 SIMPSON I-JOIST & LVL CONNECTORS . . . . . . . . . . . 13-15 TRIMJOIST..................................... 3-4 FINISH LUMBER #2PINEBOARDS................................ 42 CLEARPINEBOARDS............................. 42 KNOTTYPINEPATTERNSTOCK.. . . . . . . . . . . . . . . . . . . 42 OAKBOARDS ................................... 42 POPLARBOARDS................................ 42 WINDSOR ONE BOARDS & PATTERN STOCK . . . . . . . . . 52

July 2024

iii

Lumber and Building Material

Flaunching Pot

Valley

Flashing

Gutter

Verge

Ridge Tile

Roofing Felt

Ceiling Joist

Rafter Purlin

Gable and Wall

Fascia

Hip Roof

Sofit

Hip Tile

Eaves

Roof Truss

Barge Board

Flat Roof

Downpipe

Surface water to drain walkway

Floor Joists

Damp-Proof Membrane ‚DPMƒ

Airbrick

Gulley

Soakaway

Foul Drain

Foundation

Solid Wall

Cavity Wall

1

May 2024

House Framing Cross Sections

Nailer

Rafter or Top Chord

Roof Sheetng

Roof Sheetng

15# Felt

Rake Board

Shingles

Gable End

Roof Edge

Soffit

Facia

Sub Facia Lookout Nailer Soffit Soffit Vent Cove Horizontal Siding Wall Shtng

Soffit

Lookout

Nailer

Roof Sheetng

Fly Rafter

Ladder Rake Out

Rafter or Truss

Soffit

Rake Db

Roof Edge

Facia

Gable End Assembly

Wall studs

Housewrap Sheathing

Double Top Plate

Soffit

2 Foot Gable (Rake) Overhang (Ladder Rake Needed)

Siding

Insulation

Windows and doors

May 2024

2

Product Profiles

Trimmable by 12 Inches on each side

No Loss of Structural Integirty

12”, 14”, 16” and 18” Depths

J18 Series

J16 Series

J14 Series

J12 Series

3.5”

3.5”

3.5”

3.5”

18”

16”

14”

11.875”

Trim Section

Panel Points

Duct Chase

*

12”

24”

24”

J16 Series Spans range from 4’-0” to 28’-0” J18 Series Spans range from 4’-0” to 30’-0” J14 Series Spans range from 4’-0” to 26’-0” J12 Series Spans range from 4’-0” to 24’-0”

*Denotes minimum opening width. J12 Series has 18” minimum opening.

More Load Chart info

The Engineered Strength of the TrimJoist System provides for longer spans and wider on-center spacing. Joists come in two-foot incremental lengths, beginning at 4 feet and spanning as far as 30 feet and can be trimmed by up to 24 inches.

3

May 2024

RESIDENTIAL SPAN CHART

GENERAL NOTES: 1. Spans are based on uniformly loaded joists and include allowances for repetitive use members. 2. All TrimJoist® floor joists have a TOP orientation and should not be installed upside-down. 3. Limit total reaction (per end) to that indicated in the Maximum Reaction Table. 4. Stiffness factors (L/xxx) assume a minimum 3/4 inch span-rated subfloor that has been both glued and nailed. 5. Do not apply center supports, cantilevers, concentrated or asymmetrical continuous loads without first consulting a Trimjoist representative. nailing the subfloor. In cases where the subfloor is nailed only, spans remain the same, but the stiffness must be reduced by 20%. For optimal performance use screws in lieu of nails. ABOUT FLOOR STIFFNESS Floor performance is greatly influenced by joist stiffness. Experience has shown that a floor system designed to minimum code acceptance may not meet the expectation of discerning owners. TrimJoist® Corporation strongly recommends that floor spans be limited to those indicated in the optimal performance chart above. Also, using a higher live load deflection limit such as L/600 as shown in the high performance chart above will result in a stiffer floor. The numbers in these charts far exceed minimum code requirements and are based on both gluing and

OPTIMAL PERFORMANCE 40 PSF Live Load + 15 PSF Dead Load = 55 PSF Total Load. Live Load Deflection based on L/480 SERIES DEPTH DEFLECTION 12” O.C. 16” O.C. 19.2” O.C 24” O.C. J12 11 7/8" L/480 24'-0" 23'-2" 21'-9" 20'-2" J14 14" L/480 26'-0" 26'-0" 24'-7" 22'-9" J16 16" L/480 28'-0" 28'-0" 27'-1" 25'-1" J18 18" L/480 30'-0" 30'-0" 29'-6" 27'-2" HIGH PERFORMANCE 40 PSF Live Load + 15 PSF Dead Load = 55 PSF Total Load. Live Load Deflection based on L/600 SERIES DEPTH DEFLECTION 12” O.C. 16” O.C. 19.2” O.C 24” O.C. J12 11 7/8" L/600 23'-8" 21'-6" 20'-2" 18'-8" J14 14" L/600 26'-0" 24'-3" 22'-8" 21'-0" J16 16" L/600 28'-0" 26'-8" 25'-1" 23'-2" J18 18" L/600 30'-0" 29'-1" 27'-4" 25'-3" OPTIMAL PERFORMANCE 40 PSF Live Load + 15 PSF Dead Load = 55 PSF Total Load Live Load Deflection based on L/480 SERIES DEPTH DEFLECTION 12” O.C. 16” O.C. 19.2” O.C 24” O.C. J12 11 7/8" L/480 23'-8" 21'-6" 20'-2" 18'-8" J14 14" L/480 26'-0" 24'-3" 22'-9" 21'-0" J16 16" L/480 28'-0" 26'-8" 25'-1" 23'-2" J18 18" L/480 30'-0" 29'-1" 27'-4" 25'-3"

More Load Chart info

HEAVY LOAD SPAN CHART

MAX REACTION TABLE Width Max 1 3/4" 3000 3 1/2" 3500 5 1/2" 4000 Note: Width is the width of the loaded wall above or the bearing wall width - whichever is less.

DESIGN NOTES : The uniform load span charts shown indicate the maximum design spans (including a 1 3/4" minimum bearing evenly trimmed) for each family of the TrimJoist® floor system. Most residential designs require a minimum of 55 psf loading. Floors used for heavy traffic and/or heavy floor coverings (e.g. tile) should be designed at 65 psf minimum. All loads are broken down into LIVE, TOP-DEAD and BOTTOM-DEAD components. For example, the 55 psf column is really 40 psf live plus 10 psf top-dead plus 5 psf bottomdead for a total of 55 psf total load. Dead loads are the weight of the construction materials and are always present for the whole life of the structure. Live loads, on the other hand, are transient and are never constant over the life of the structure. These charts are for uniformly loaded, simply supported joists. For special applications requiring concentrated loads, asymmetric continuous loads, cantilevers, or special bearing conditions, please consult a Trimjoist representative or authorized dealer.

May 2024

4

INTERNATIONAL BEAMS

OUR COMPANY At IB EWP Inc. we take pride in providing our customers with premium quality products and services. Our full range of engineered wood products (EWP) are manufactured to provide consistent, high performance floor and roof systems. Our technical staff consists of highly trained technical experts available to assist with any design or construction question and to provide full support for our design/layout software. TABLE IBU-EP1 Engineering Properties of IB400, IB600, IB800 and IB900x Series Depth I-Joists (US Allowable Stress Design)(*1)

IB600

IB800

IB900x

IB400

2 ½"

3 ½"

3 ½"

2 ½"

3 ½"

3 ½"

2 ½"

3 ½"

3 ½"

2 ½"

3 ½"

3 ½"

3 /

8 "

3 /

8 "

3 /

8 "

3 /

8 "

7 /

3 /

8 "

3 /

8 "

3 /

8 "

7 /

16 "

7 /

16 "

7 /

16 "

7 /

16 "

16

9 ½" 11 7 /

8 "

14"

16"

9 ½"

11 7 /

8 "

14"

16"

9 ½"

11

7 /

8 "

14"

16"

1 ½ "

1 ½ "

1 ½ "

1 ½ "

1 ½

1 ½ "

1 ½ "

1 ½ "

1 ½

1 ½ "

1 ½ "

1 ½ "

TABLE IBU-MF1 IB400, IB600, IB800 and IB900x Maximum Floor Spans. 40 psf Live Load (1 ¾” end bearings and 3 ½” interior bearing without bearing stiffeners) 10 psf Dead Load Allowable Stress Design (ASD) 100% Load Duration (L/480 live load, L/240 total load deflection criteria)

23/32” OSB SUBFLOOR GLUED AND NAILED SPACING OF IB MAX-CORE I-JOIST (o.c.)

I-Joist

Simple Span

Multiple Spans

Series

Depth

12"

16”

19.2” 15’-9” 18’-9”

24”

12"

16”

19.2” 16’-8” 19’-0”

24”

9 1/2” 11 7/8”

18’-3” 21’-8” 24’-7” 27’-3” 19'-2" 22’-10” 25’-10” 28’-8” 21’-1” 25’-1” 28’-5” 31’-5” 21’-6” 25’-6” 28’-11” 31’-11”

16’-8” 19’-10” 22’-6” 24’-7” 17’-6” 20’-10” 23’-7” 26’-2” 22’-10” 25’-11” 28’-8” 19’-7” 23’-3” 26’-4” 29’-1” 19’-3”

14’-9” 17’-0” 18’-8” 20’-1” 15’-5” 18’-4” 20’-9” 23’-0” 16’-10” 20’-0” 22’-8” 25’-1” 17’-3” 20’-5” 23’-2” 25’-7”

20’-0” 23’-9” 26’-5” 28’-5” 20’-11” 24’-11” 28’-3” 31’-4” 23’-0” 27’-5” 31’-1” 34’-4” 23’-6” 27’-10”

18’-3”

14’-11” 17’-0” 18’-8” 19’-11” 16’-10” 19’-11” 19’-11” 19’-11” 18’-5” 21’-10” 24’-9” 24’-9” 18’-10” 22’-4” 25’-3” 26’-10”

20’-10” 22’-10” 24’-7” 19’-2” 22’-9” 25’-10” 28’-7” 21’-0” 24’-11” 28’-3” 31’-4” 21’-5” 25’-5” 28’-9” 31’-10”

IB400

14” 16”

20’-10” 22’-6” 16’-6” 19’-8” 22’-3” 24’-8” 18’-1” 21’-6” 24’-5” 27’-0” 18’-6” 21’-11” 24’-10” 27’-6”

20’-10” 22’-6” 18’-1” 21’-6” 24’-4” 24’-11” 19’-9” 23’-6” 26’-8” 29’-6” 20’-2” 24’-0” 27’-2” 30’-0”

9 1/2” 11 7/8”

IB400

14” 16”

9 1/2” 11 7/8”

IB800

14” 16”

9 1/2” 11 7/8”

B900x

14” 16”

31’-7”

34’-11”

5

May 2024

INTERNATIONAL BEAMS

TABLE IBU-MF2 IB400, IB600, IB800 and IB900x Maximum Floor Spans U.S. ASD (Allowable Stress Design). 40 psf Live Load (1 ¾” end bearing and 3 ½” interior bearing without bearing stiffeners) 15 psf Dead Load. Allowable Stress Design (ASD) 100% Load Duration (L/480 live load, L/240 total load deflection criteria)

NOTES: 1. Allowable spans are applicable to floor construction. The live load and total load deflection limits are indicated at the top of the span table. 2. Spans are based on partial composite action with glued and nailed subfloor meeting requirements for APA Span-Rated STURD-I-FLOOR conforming to PRP-108, PS 1, PS 2, CSA 0325, or CSA 0437. Construction adhesive shall meet the requirements given in ASTM D3498 or APA Specification AFG-01. 3. Minimum bearing length shall be 1 ¾ inch for end bearing and 3 ½ inches for interior bearings. Allowable design spans in the tables are measured from centerline of supports. 4. Bearing stiffeners are NOT required when I-joists are used with the spans given in the tables, except as required by hanger manufacturers. 5. These span tables are based on uniform loads. For applications with other than uniformly distributed loads, or other applications beyond the scope of the indicated design criteria, an engineering analysis may be required based on the use of the design properties accepted in the APA PR-L330 and Intertek CCRR-0322 evaluation reports. For technical support, contact IB or your local IB distributor. 6. Continuous spans given in tables IBU-MF1 thru IBU-MF3 are the longest spans measured between centerline of bearings for a joist with three bearings. The ratio of the shorter span to the longer span must be greater than 40%. For two spans with a ratio between 40% and 80%, provide metal hangers or equivalent to withstand an uplift force at the end of the shorter span. Calculate uplift force at the end of the shorter span when the longer span (only) is loaded with live load. 7. Continuous lateral support must be provided for the top and bottom flange of the I-joist. Provide lateral support at bearings to prevent lateral displacement or rotation. For all other applications, consult IB.

23/32” OSB SUBFLOOR GLUED AND NAILED SPACING OF IB MAX-CORE I-JOIST (o.c.)

I-Joist

Simple Span

Multiple Spans

Series Depth

12"

16” 19.2” 24”

12"

16” 19.2” 24”

IB400 9 1/2” 18’-3” 16’-8” 15’-9” 14’-3” 20’-0” 17’-5” 15’-11” 14’-3” 11 7/8” 21’-8” 19’-10” 18’-1” 16’-2” 22’-11” 19’-10” 18’-1” 16’-2” 14” 24’-7” 21’-10” 19’-11” 17’-9” 25’-2” 21’-10” 19’-11” 17'-9" 16” 27’-1” 23’-6” 21’-5” 19’-2” 27’-1” 23’-6” 21’-5” 18’-2” 9 1/2” 19'-2" 17’-6” 16’-6” 15’-5” 20’-11” 19’-2” 18’-1” 15’-8” 11 7/8” 22’-10” 20’-10” 19’-8” 18’-4” 24’-11” 22’-9” 21’-3” 18'-2" 14” 25’-10” 23’-7” 22’-3” 20’-9” 28’-3” 25’-7” 22'-8" 18’-2” 16” 28’-8” 26’-2” 24’-8” 22’-6” 31’-4” 27’-3” 22’-8” 18'-2" 9 1/2” 21’-1” 19’-3” 18’-1” 16’-10” 23’-0” 21’-0” 19’-9” 17’-11” 11 7/8” 25’-1” 22’-10” 21’-6” 20’-0” 27’-5” 24’-11” 23’-6” 20’-5” 14” 28’-5” 25’-11” 24’-5” 22’-8” 31’-1” 28’-3” 26’-8” 22’-6” 16” 31’-5” 28’-8” 27’-0” 25’-1” 34’-4” 31’-4” 28’-2” 22’-6” 9 1/2” 21’-6” 19’-7” 18’-6” 17’-3” 23’-6” 21’-5” 20’-2” 18’-10” 11 7/8” 25’-6” 23’-3” 21’-11” 20’-5” 27’-10” 25’-5” 24’-0” 22’-4” 14” 28’-11” 26’-4” 24’-10” 23’-2” 31’-7” 28’-9” 27’-2” 24’-4” 16” 31’-11” 29’-1” 27’-6” 25’-7” 34’-11” 31’-10” 30’-0” 24’-4” TABLE IBU-MF3 IB400, IB600, IB800 and IB900x Maximum Floor Spans 40 psf Live Load (1 ¾” end bearing and 3 ½” interior bearing without bearing stiffeners) 30 psf Dead Load. Allowable Stress Design (ASD) 100% Load Duration (L/480 live load, L/240 total load deflection criteria) IB400 IB800 IB900x 9 1/2” 17’-10” 15’-5” 14’-1” 12’-7” 17’-10” 15’-5” 14’-1” 12'-4" 11 7/8” 20’-4” 17’-7” 16’-1” 14’-4” 20’-4” 17’-7” 16’-1” 14’-3” 14” 22’-4” 19’-4” 17’-8” 15’-9” 22’-4” 19’-4” 17’-8” 14’-3” 16” 24’-0” 20’-9” 19’-0” 17’-0” 24’-0” 20’-9” 17’-10” 14’-3” 9 1/2” 19'-2" 17’-6” 16’-6” 14’-10” 20’-11” 18'-2" 15’-5” 12’-4” 11 7/8” 22’-10” 20’-8” 18’-10” 16’-10” 23’-10” 20’-8” 17’-10” 14’-3” 14” 25’-10” 22’-8” 20’-8” 18’-6” 26’-2” 21’-5” 17’-10” 14’-3” 16” 28’-2” 24’-5” 22’-3” 19’-11” 28’-2” 21’-5” 17’-10” 14’-3” 9 1/2” 21’-1” 19’-3” 18’-1” 16’-3” 23’-0” 21’-0” 17’-7” 14’-1” 11 7/8” 25’-1” 22’-10” 21’-6” 18'-5" 27’-5” 24’-1” 20’-1” 16’-0” 14” 28’-5” 25’-11” 24'-4" 19’-5” 31’-1” 26’-6” 22’-1” 17’-8” 16” 31’-5” 28’-8” 25’-7” 20’-5” 33'-7" 26’-6” 22’-1” 17’-8” 9 1/2” 21’-6” 19’-7” 18’-6” 17’-3” 23’-6” 21’-5” 20’-2” 17’-4” 11 7/8” 25’-6” 23’-3” 21’-11” 19'-11" 27’-10” 25’-5” 23’-11” 19’-2” 14” 28’-11” 26’-4” 24’-10” 19’-11” 31’-7” 28’-9” 23’-11” 19’-2” 16” 31’-11” 29’-1” 25’-4” 20'-3" 34’-11” 28’-9” 23’-11” 19’-2” IB400 IB800 IB900x I-Joist 23/32” OSB SUBFLOOR GLUED AND NAILED SPACING OF IB MAX-CORE I-JOIST (o.c.) Series Depth Simple Span Multiple Spans 12" 16” 19.2” 24” 12" 16” 19.2” 24” IB400

May 2024

6

INTERNATIONAL BEAMS

IB MAX-CORE I-Joist top and bottom flangesmust never be cut, notched, or otherwise modified. Holes in web should be cut with a sharp saw. For rectangular holes, avoid over-cutting the corners, as this can cause unnecessary stress concentrations. Slightly rounding the corners is recommended. Starting the rectangular hole by drilling a 1” diameter hole in each of the four corners and then making the cuts between the holes is another good method to minimize damage to the I-joist. WEB HOLE GUIDELINES DIAGRAM IBUC-TH1 Typical Holes

* Refer to notes on this page.

Minimum distance from face of support to the center of hole.

3/4x Diameter

2x diameter of larger hole

Allowable Web Hole Sizes and Locations (Limit State Design) TABLE IBC-AW2 IB600 18’-1”0’-7”0’-8” 1’-4” 2’-8” 4’-1” 4’-5”5’-6”7’-0” 7’-11” 8’-6” IB600 22’-5” 2’-4” 3’-6” 4’-8” 5’-11” 7’-2” 7’-5” 8’-5” 9’-10”10’-10” IB900 24’-3” 0’-7” 1’-8” 3’-0” 4’-5” 5’-11” 6’-3” 7’-5” 8’-11” 9’-11” 10’-6” IB400 16’-1” 0’-7” 0’-8” 1’-4” 2’-6” 3’-9” 4’-1” 5’-1” 6’-6” 7’-9” IB600 18’-1” 0’-7” 1’-6” 2’-8” 3’-11” 5’-5”5’-10”7’-1”8’-10” IB600 19’-11” 1’-9” 2’-11” 4’-2” 5’-5” 7’-0” 7’-5” 8’-8” IB900 20’-5” 0’-7” 1’-4” 2’-10” 4’-4” 6’-0” 6’-5” 7’-8” 9’-6” IB600 18’-1” 0’-7” 0’-8” 1’-9” 3’-1” 4’-5” 4’-9” 5’-10” 7’-7” 8’-8” IB600 21’-10” 1’-9” 3’-0” 4’-4” 5’-8” 7’-1” 7’-6” 8’-7” 10’-2” IB900 23’-2” 0’-8” 1’-11” 3’-2” 4’-6” 5’-10” 6’-3” 7’-3” 8’-9” 9’-10” 10’-7” 14” IB400 17’-8”0’-7”0’-8” 1’-2” 2’-3” 3’-4”3’-7” 4’-5”5’-7” 6’-4” 6’-10”8’-6” 16” IB400 18’-1” 0’-7” 0’-8” 0’-11”1’-10” 2’-9” 3’-0” 3’-9” 5’-0” 5’-9” 6’-3” 7’-7” 8’-7” ROUND HOLE DIAMETER (INCHES) Allowable Web Hole Sizes and Locations (Limit State Design) TABLE IBC-AW1 RESIDENTIAL (40L + 15D) Joist Depth Series SAF 2 3 4 5 6 6 1/4 7 8 8 5/8 9 10 10 3/4 9 1/2” IB400 14’-1” 0’-7” 1’-9” 2’-11” 4’-3” 5’-7” 6’-0” IB600 15’-4” 1’-5” 2’-8” 3’-11” 5’-4” 7’-1” 7’-7” 11 7/8”

40 psf Unfactored Live Load 15 psf Unfactored Dead Load (1 3/4” end bearings, 3 1/2” interior without bearing stiffeners) Minimum Distance from inside face of any support to center of webhole (Simple or Multi-span)

50 psf Unfactored Live Load 35 psf Unfactored Dead Load (1 3/4” end bearings, 3 1/2” bearings with bearing stiffeners) Minimum Distance, D, from inside face of any support to center of webhole (Simple or Multi-span)

ROUND HOLE DIAMETER (INCHES)

Joist Depth

Series SAF 2

4 6 8 10 12 14 14 3/4 16 16 3/4

IB80 19’-0” 0’-7” 1’-0”

2’-7” 4’-3” 6’-0” 8’-0”

18”

IB900 21’-6” 0’-7”

1’-7” 3’-4” 5’-2”

7’-1”

9’-1”

IB800 21’-0” 0’-7” 1’-4” 2’-9” 4’-3” 5’-10” 7’-5” 9’-10” IB900 22’-6” 0’-7” 1’-1” 2’-9” 4’-5” 6’-3” 8’-1” 10’-5”

20”

24” COMMERCIAL (50L + 35D)

IB900 24’-6”0’-7” 0’-8” 1’-6”

3’-1” 4’-8” 6’-5” 8’-2” 8’-10”10’-2” 11’-2”

7

May 2024

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Riddle OR

Riddle OR

ROSEBURG RIGIDLAM LVL FLOOR JOISTS

ROSEBURG RIGIDLAM LVL FLOOR JOISTS

An engineered wood floor system that complies with exception 4 of the IRC fire protective membrane provisions

An engineered wood floor system that complies with exception 4 of the IRC fire protective membrane provisions

Roseburg supports the installation of ½” gypsum wall board to the bottomof light-weight framing systems as required by Section R501.3 of the 2012 International Residential Code (IRC) and thus providing an economical layer of fireprotection. However, when a gypsum wall board ceiling is not a viable option, Roseburg RigidLam Laminated Veneer Lumber (LVL) with a minimum cross-section of 1-1/2” x 9-1/2” may be used in lieu of 2x10 dimension lumber to meet exception 4 of Section R501.3 of the 2012 IRC and Section R302.13 of the 2015 IRC. The following tables are meant to assist in the appropriate selection of RigidLam LVL used as floor joists. Alternatively, appropriate software such as Simpson Strong Tie ® Component Solutions ™ may be used to size RigidLam LVL floor joists. RigidLam ® LVL Floor Span Tables Roseburg supports the installation of ½” gypsum wall board to the bottom of light-weight framing systems as required by Section R501.3 of the 2012 International Residential Code (IRC) and thus providing an economical layer of fire protection. However, when a gypsum wall board ceiling is not a viable option, Roseburg RigidLam Laminated Veneer Lumber (LVL) with a minimum cross-section of 1-1/2” x 9-1/2” may be used in lieu of 2x10 dimension lumber to meet exception 4 of Section R501.3 of the 2012 IRC. The adhesive used in RigidLam LVL has been rigorously tested in accordance with the heat durability requirements of ASTM D7247 and D5456, which ensures that the adhesive will not negatively affect the performance of the LVL in a fire. The following tables are meant to assist in the appropriate selection of RigidLam LVL used as floor joists. Alternatively, appropriate software such as Simpson Strong Tie® Component Solutions™ may be used to size RigidLam LVL floor joists. RigidLam® LVL Floor Span Tables Riddle Roseburg supports the installation of ½” gypsum wall board to the bottomof light-weight framing systems as required by Section R501.3 of the 2012 International Residential Code (IRC) and thus providing an economical layer of fireprotection. However, when a gypsum wall board ceiling is not a viable option, Roseburg RigidLam Laminated Veneer Lumber (LVL) with a minimum cross-section of 1-1/2” x 9-1/2” may be used in lieu of 2x10 dimension lumber to meet exception 4 of Section R501.3 of the 2012 IRC and Section R302.13 of the 2015 IRC. The following tables are meant to assist in the appropriate selection of RigidLam LVL used as floor joists. Alternatively, appropriate software such as Simpson Strong Tie ® Component Solutions ™ may be used to size RigidLam LVL floor joists. RigidLam ® LVL Floor Span Tables 1-1/2” 2.0E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load Simple Span Multiple Span

L/480 1-1/2” 2.0E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load Simple Span 12” o.c. 16” o.c. 19.2” o.c. 17' - 11" 16' - 3" 15' - 4"

24” o.c.

12” o.c.

16” o.c.

19.2” o.c.

24” o.c.

17' - 10" Multiple Span

1-1/2" x 9-1/2" 2.0E 1-1/2" x 11-7/8" 2.0E 12” o.c.

14' - 2"

19' - 8"

16' - 9"

15' - 7"

22' - 6" 16” o.c. 12” o.c. 16' - 3"

20' - 5" 19.2” o.c.

24” o.c.

12” o.c.

16” o.c.

19.2” o.c.

17' - 0" 24” o.c.

L/480

19' - 2"

17' - 10" 24” o.c.

24' - 8"

22' - 4"

21' - 0"

L/360

16” o.c. 15' - 4"

19.2” o.c.

12” o.c.

16” o.c.

19.2” o.c.

24” o.c.

1-1/2" x 9-1/2" 2.0E 1-1/2" x 11-7/8" 2.0E

17' - 11"

14' - 2"

19' - 8"

17' - 10"

16' - 9"

15' - 7"

1-1/2" x 9-1/2" 2.0E 1-1/2" x 11-7/8" 2.0E 22' - 6"

19' - 9" 20' - 5"

17' - 11"

16' - 10"

15' - 8"

21' - 8"

19' - 8"

18' - 6"

17' - 0"

19' - 2"

17' - 10" 24” o.c.

24' - 8"

22' - 4"

21' - 0"

17' - 0"

24' - 9" 16” o.c.

22' - 6" 19.2” o.c.

21' - 2"

19' - 7"

27' - 2"

24' - 8"

21' - 3"

17' - 0" 24” o.c.

L/360

12” o.c.

12” o.c.

16” o.c.

19.2” o.c.

1-3/4” 2.0E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load Simple Span 19' - 9" 17' - 11" 16' - 10" 15' - 8" 21' - 8"

1-1/2" x 9-1/2" 2.0E 1-1/2" x 11-7/8" 2.0E

19' - 8"

18' - 6"

17' - 0"

Multiple Span 21' - 3"

24' - 9"

22' - 6"

21' - 2"

19' - 7"

27' - 2"

24' - 8"

17' - 0"

12” o.c.

16” o.c.

19.2” o.c.

24” o.c.

12” o.c.

16” o.c.

19.2” o.c.

24” o.c.

L/480

1-3/4" x 9-1/2" 2.0E 1-3/4" x 11-7/8" 2.0E 1-3/4” 2.0E RigidLam LVL Floor Spans - 40 psf Live Load, 12 psf Dead Load Simple Span 18' - 11" 17' - 2" 16' - 2" 23' - 8" 21' - 6" 20' - 2"

14' - 11"

20' - 9"

18' - 10"

17' - 8"

16' - 5"

23' - 7" Multiple Span

18' - 9"

25' - 11"

22' - 2"

19' - 10"

1-3/4" x 14" 2.0E 12” o.c.

27' - 11" 12” o.c. 16” o.c. 17' - 2" 20' - 10" 21' - 6" 26' - 1" 25' - 4" 30' - 9" 16” o.c.

25' - 4" 19.2” o.c.

24” o.c.

12” o.c.

16” o.c.

19.2” o.c.

24” o.c.

23' - 10"

22' - 2"

30' - 7"

27' - 10" 16” o.c.

24' - 10"

19' - 10"

L/480

L/360

16” o.c. 16' - 2"

19.2” o.c.

24” o.c.

12” o.c.

19.2” o.c.

24” o.c.

1-3/4" x 9-1/2" 2.0E 1-3/4" x 11-7/8" 2.0E

18' - 11"

14' - 11"

20' - 9"

18' - 10"

17' - 8"

16' - 5"

1-3/4" x 9-1/2" 2.0E 1-3/4" x 11-7/8" 2.0E 23' - 8"

18' - 11"

17' - 9"

16' - 6"

22' - 10"

20' - 9"

19' - 6"

18' - 1"

20' - 2"

18' - 9"

25' - 11"

23' - 7"

22' - 2"

19' - 10"

23' - 8" 23' - 10" 27' - 11" 19.2” o.c.

22' - 3"

20' - 8"

28' - 7"

25' - 11"

24' - 5"

19' - 10"

1-3/4" x 14" 2.0E

27' - 11" 12” o.c.

22' - 2"

30' - 7"

27' - 10" 16” o.c.

24' - 10"

19' - 10"

1-3/4" x 14" 2.0E

26' - 3"

24' - 5"

33' - 9"

29' - 10"

24' - 10"

19' - 10"

L/360

24” o.c.

12” o.c.

19.2” o.c.

24” o.c.

NOTES: 1. Spans are maximum clear distances between supports and are based on uniform loads. 2. Multiple span lengths shown require adequate lateral bracing of bottom edge of LVL. 20' - 10" 18' - 11" 17' - 9" 16' - 6"

1-3/4" x 9-1/2" 2.0E 1-3/4" x 11-7/8" 2.0E

22' - 10"

20' - 9"

19' - 6"

18' - 1"

26' - 1"

23' - 8"

22' - 3"

20' - 8"

28' - 7"

25' - 11"

24' - 5"

19' - 10"

Permissible Horizontal Round Hole Location For RigidLam ® LVL NOTES: 1. Spans are maximum clear distances between supports and are based on uniform loads. 2. Multiple span lengths shown require adequate lateral bracing of bottom edge of LVL. 3. Multiple spans are based on the longest span. The shortest span shall not be less than 40% of the longest span. 4. Live Load deflection is limited to L/480 or L/360 as indicated in the tables above. Total Load deflection is limited to L/240. 5. Spans do not reflect any additional stiffness provided by floor sheathing. 6. Spans are based on a minimum end bearing length of 1-3/4” and a minimum intermediate bearing length of 3-1/2” and the bearing capacity of SPF wall plate (425 psi) 7. Spans in bold italics are limited by intermediate bearing length of 3-1/2”. Use appropriate software to determine allowable span with longer intermediate bearing length. d 3. Multiple spans are based on the longest span. The shortest span shall not be less than 40% of the longest span. 4. Live Load deflection is limited to L/480 or L/360 as indicated in the tables above. Total Load deflection is limited to L/240. 5. Spans do not reflect any additional sti ness provided by floor sheathing. 6. Spans are based on a minimum end bearing length of 1-3/4” and a minimum intermediate bearing length of 3-1/2” and the bearing capacity of SPF wall plate (425 psi) 7. Spans in bold italics are limited by intermediate bearing length of 3-1/2”. Use appropriate software todetermine allowable span with longer intermediate bearing length. ¹⁄ d ¹⁄ d ¹⁄ d 1/3 span 1/3 span Minimum horizontal spacing = 2 x diameter of the largest hole 1/3 span • For beam depths (d) of 4-3/8, 5-1/2, and 7-1/4 inches, the maximum hole diameter is 1, 1-1/8, and 1-1/2 inches, respectively. • For deeper beams, the maximum hole diameter is 2 inches. • Diagram applies for simple and multi-span applications with uniform loading. • No more than 3 holes per span are permitted. • Holes should not be cut in cantilevers. • Note: Larger holes, more holes and/or holes that are located outside of the shaded area shown may be permissible as veri ed by appropriate software (e.g. Simpson Strong-Tie ® Component Solutions™) or engineering analysis. • For deeper beams, the maximum hole diameter is 2 inches. • Diagram applies for simple and multi-span applications with uniform loading. • No more than 3 holes per span are permitted. • Holes should not be cut in cantilevers. • Note: Larger holes, more holes and/or holes that are located outside of the shaded area shown may be permissible as veri ed by appropriate software (e.g. Simpson Strong-Tie ® Component Solutions™) or engineering analysis. Minimum horizontal spacing = 2 x diameter of the largest hole = Zone where horizontal holes are permitted for passage of wires, conduit, etc. 3. Multiple spans are based on the longest span. The shortest span shall not be less than 40% of the longest span. 4. Live Load deflection is limited to L/480 or L/360 as indicated in the tables above. Total Load deflection is limited to L/240. 5. Spans do not reflect any additional sti ness provided by floor sheathing. 6. Spans are based on a minimum end bearing length of 1-3/4” and a minimum intermediate bearing length of 3-1/2” and the bearing capacity of SPF wall plate (425 psi) 7. Spans in bold italics are limited by intermediate bearing length of 3-1/2”. Use appropriate software todetermine allowable span with longer intermediate bearing length. 30' - 9" 27' - 11" 26' - 3" 24' - 5" 33' - 9" 29' - 10" 24' - 10" 19' - 10" Permissible Horizontal Round Hole Location For RigidLam ® LVL d ¹⁄ d ¹⁄ d ¹⁄ d 1/3 span 1/3 span 1/3 span • For beam depths (d) of 4-3/8, 5-1/2, and 7-1/4 inches, the maximum hole diameter is 1, 1-1/8, and 1-1/2 inches, respectively. 1-3/4" x 14" 2.0E NOTES: 1. Spans are maximum clear distances between supports and are based on uniform loads. 2. Multiple span lengths shown require adequate lateral bracing of bottom edge of LVL.

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May 2024

8

= Zone where horizontal holes are permitted for passage of wires, conduit, etc.

Fire Protection of Floors Constructed with I-Joists for Compliance with the International Residential Code

1/2-INCH GYPSUM BOARD ATTACHED TO BOTTOM OF FLANGE

Beginning with the 2012

Floor sheathing

I-joist (max. 24” o.c.)

membrane provisions were

1/2" gypsum board or 5/8" wood structural panel

GYPSUM BOARD PLACED ON TOP OF BOTTOM FLANGE*

* Minimum 1/2" thick gypsum board for joists at 19.2" o.c. or less. Minimum 5/8" thick gypsum board for joists at 24" o.c.

Floor sheathing

I-joist Min. ange size:1-1/8” thick x 2” wide

light-gauge steel framing and less than 2” x 10” nominal dimension lumber and structural composite lumber. R501.3 of the 2012 IRC and Section R302.13 of the 2015 IRC.

5/16” gap max.

Gypsum board* (no connectors or adhesive required)

MINERAL WOOL INSULATION

Floor sheathing I-joist (max. 19.2” o.c.) Min. ‚ange size: 1-1/8” thick x 1-3/4” wide

Mineral wool insulation

1/2-INCH GYPSUM BOARD ATTACHED TO WEB

Floor sheathing

I-joist (max. 24” o.c.)

Min. ange size:1-1/2” thick x 2” wide

1/2" gypsum board

Fastener

1/2-INCH GYPSUM BOARD ATTACHED TO SIDES OF FLANGE

shows prescriptive methods

Floor sheathing

I-joist (max. 24” o.c.)

Min. ange size:1-1/8” thick x 1-3/4” wide

1/2" gypsum board

Fastener

prefabricated wood I-joists, including Roseburg RFPI®- Joists.

FIREBREAK™ PROPRIETARY CERAMIC FIBER BLANKET INSULATION

Floor sheathing

I-joist (max. 24” o.c.)

Min. ange size:1-1/2” thick x 2.3” wide

3/4" Ceramic „ber blanket

Fastener (staple)

STRUCTURAL COMPOSITE LUMBER EXCEPTION In accordance with Exception 4 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13, †oor assemblies using dimension lumber or SCL equal to or greater than 2 x 10 nominal do not require membrane protection.

limitations regarding I-joists, refer to APA report SR-405D

Floor sheathing

Structural Composite Lumber e.g. Roseburg RigidLam ® LVL

(generic I-joists) and APA report PR-S259 (Roseburg RFPI®-Joists) at www.apawood.org or www.Roseburg.com.

CRAWL SPACE EXCEPTION In accorda nce with Exception 2 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13, †oor assemblies located directly over a crawl sp ace not intended for storage or fuel-ˆred appl iances do not require membrane protection.

Floor sheathing

I-joist

AUTOMATIC SPRINKLER EXCEPTION In accorda nce with Exception 1 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13, †oor assemblies located directly over a sp ace protected by an aut omatic sprinkler system do not require membrane protection.

Floor sheathing

I-joist

Automatic sprinkler system

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9

May 2024

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RigidLam® LVL Product Line You’ve probably been building with traditional solid sawn lumber beams, headers, columns and studs for as long as you’ve been building. Now through advances in technology and design, there is a better choice – RigidLam LVL (Laminated Veneer Lumber) beams, headers, columns and studs. They are simply a better alternative than traditional solid sawn lumber pieces. Work with a stronger, stiffer, more consistent and more predictable building material. Compared with similar sized sections, our RigidLam LVL products can support heavier loads and allow greater spans than conventional lumber. MOISTURE REPELLENT SEALER RigidLam LVL is coated with a wax-based moisture repellent sealer that is formulated specifically for LVL to provide temporary protection against moisture issues during normal storage and construction schedules. It is applied to all six sides of the LVL during the manufacturing process. STORAGE, HANDLING & INSTALLATION • Do not drop RigidLam LVL off the delivery truck. Best practice is use of a forklift or boom.

• It is permissible to rip RigidLam LVL to a non-standard depth provided it is structurally adequate for the applied loads. Use appropriate software (e.g. Simpson Strong-Tie® Component SolutionsTM) or engineering analysis to analyze non standard depths. • Protect RigidLam LVL from direct contact with concrete or masonry. • Ends of RigidLam LVL bearing in concrete or masonry pockets must have a mini mum of 1/2” airspace on top, sides and end. • RigidLam LVL is manufactured without camber and therefore may be installed with either edge up or down. • Do not install damaged RigidLam LVL. • Do not walk on beams until they are fully braced, or serious injuries may result.

• RigidLam LVL should be stored lying flat and protected from the weather. • Keep the material a minimum of 6” above ground to minimize the absorption of ground moisture and allow circulation of air. • Bundles should be supported every 10’ or less. • RigidLam LVL is for use in covered, dry conditions only. Protect from the weather on the job site both before and after installation. • 1-1/2” x 14” and deeper and 1-3/4” x 16” and deeper must be a minimum of two plies unless designed by a design professional for a specific application. • RigidLam LVL headers and beams shall not be cut, notched or drilled except as shown below. Heel cuts may be possible. Contact your Roseburg Forest Products representative.

PERMISSIBLE HORIZONTAL ROUND HOLE LOCATION FOR RIGIDLAM® LVL BEAMS

•

Minimum horizontal spacing

• • Diagram applies for simple and multi-span applications with uniform loading. • • Holes should not be cut in cantilevers. • Note: Larger holes, more holes and/or holes that are located outside of the shaded area shown may be permissible as verified by appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or engineering analysis.

d d d

d

= Zone where horizontal holes are permitted for passage of wires, conduit, etc.

MINIMUM NAIL SPACING FOR RIGIDLAM LVL BEAMS

NAIL SIZE

MINIMUM PARALLEL SPACING

MINIMUM PARALLEL END DISTANCE

MINIMUM PERPENDICULAR SPACING

Spacing parallel to glue lines Parallel end distance If more than one row of parallel nails is required for edge nailing, the rows must be offset at least 1/2” and staggered

8dBox

2” 3” 3”

1-1/2”

2” 2” 2” 3” 3” 3”

8d Common

2” 2” 3” 3” 4”

10d & 12d Box

Spacing perpendicular to glue lines

10d & 12d Common 4”

16d Sinker

4” 6”

16d Common

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May 2024

10

Available RigidLam LVL Grades and Sizes*

2.1E

RIGIDLAM LVL GRADES:

1-1/2”, 1-3/4”, 3-1/2”, 5-1/4” and 7”

RIGIDLAM LVL THICKNESSES:

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RIGIDLAM LVL DEPTHS: 5-1/2”, 7-1/4”, 9-1/4”, 9-1/2”, 11-1/4”, 11-7/8”, 14”, 16”, 18”, 20” & 24” RIGIDLAM LVL COLUMN SIZES: 3-1/2” x 3-1/2”, 3-1/2” x 5-1/4”, 3-1/2” x 7”, 5-1/4” x 5-1/4”, 5-1/4” x 7”, 7” x 7” * Not all grades and/or sizes available in all markets. Contact your Roseburg EWP erpresentative for availability.

RigidLam LVL Allowable Design Stresses 1

2.1E RIGIDLAM LVL

True Modulus of Elasticity (MOE)2 - Edgewise or Flatwise

E (PSI) =

2.100.000

Apparent Modulus of Elasticity (MOE)3 Edgewise or Flatwise

E (PSI)=

2.000.000

Bending - Edgewise

F b edge (PSI)=

3.100 3.100

Bending - Flatwise

F b flat (PSI)=

Horizontal Shear - Edgewise

F v edge (PSI)=

290

Horizontal Shear - Flatwise

F v flat (PSI)=

130

Compression Perp. to Grain - Edgewise

F c perp edge (PSI)=

750

Compression Perp. to Grain - Flatwise

F c perp flat (PSI)=

650

Compression Parallel to Grain

F c para (PSI)=

3.000

Tension Parallel to Grain

F t (PSI)=

2.100

MOE for Stability Calculations

E min (PSI)=

1.056.958

1. 2. 3. For depths other than 12” multiply F b by (12/d) 1/8 where d = depth of member (in). 4. A factor of 1.04 may be applied for repetitive members as defined in the National Design Specification for Wood Construction. 5. Tabulated F b flat values are based on a thickness of 1 - 3/4”. For other thicknesses when loaded flatwise multiply F b by (1.75/t) 1/5 where t if the LVL thickness in inches. For thicknesses less than 1 - 3/4”, use tabulated value. 6. Tensile stress is based on a 4-foot gage length. For greater lengths, multiply F t by (4/L) 1/9 where L = length in feet. For lengths less than 4 feet, use the published value. RigidLam LVL Design Values (1-Ply 1-3/4” Edgewise) Notes: These allowable design stresses apply to dry service conditions. No increase is allowed for duration of load.

2.1E RIGIDLAM LVL

Depth (in.)

Max. Vert. Shar (lbs)

Max. Moment (ft. - lbs)

El x 106 (lbs - in.2)

Approx. Weight (lbs./ft.)

3 - 1/2

1.184

1.077

13

1.62

4 - 3/8

1.480

1.636

26

2.02

5 - 1/4

1.776

2.303

44

2.42 2.54 3.23

5 - 1/2

1.861

2.513

51

7

2.368

3.949

105

7 - 1/4

2.453

4.218

117

3.35

9 - 1/4

3.130

6.660 7.002 9.613 10.639

242

4.27

9 - 1/2

3.214

263

4.39

11 - 1/4

3.806

436

5.20

11 - 7/8

4.018

513

5.48

14

4.737

14.486

840

6.47

16 18 20

5.413

18.608

1.254

7.39

6.090

23.206

1.786

8.31

6.767

28.275

2.450

9.24

22

7.443

33.807

3.261

10.16

24

8.120

39.798

4.234

11.08

1. Allowable shear and moment values are for 100% Duration of Load and may be adjusted for other durations of load. EI should be adjusted for duration of load. 2. For 2-Ply, 3-Ply, and 4-Ply LVL members, the alues in the tables may be multiplied by 2, 3 and 4 respectively. 3. For 1 - 1/2” thich LVL members, allowable design values may be obtained by multipying the table values by 0.857 4. 1 - 1/2” thich members 14” and deeper must be a minimum of two piles unless designed by a design professional for a specific application. 5. 1 - 3/4” thick members 16” and deeper must be a minimum of two piles unless designed by a professional for a specific application. 6. Single ply 1 -1/2” thick members are assumed to be laterally braced at 16” O.C or less. 7. Single ply 1 - 3/4” thick members are assumed to be laterally braced at 24” O.C or less. Notes:

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May 2024