USER - Tvm Building Products Inc

DRY USE

USER

GUIDE

Technical Data for PWT Treated LVL The difference is about what you don't see.

WARRANTY TRANSFERABLE

TRANSFERABLE TRANSFERABLE

TRANSFERABLE

2

PWT Treated LVL

Treated Laminated Veneer Lumber

Product Highlights

?PWT Treated LVL is the only manufacturer-treated LVL, and it is covered by a 25-year limited, transferable warranty.

?PWT Treated LVL is protected against damage caused by fungal rot, decay and wood-destroying insects, including Formosan termites (interior or exterior usage).

?We use a proprietary treatment system and process, utilizing TRU-CORE? technology.

The Product

?PWT Treated LVL may be used in exterior construction above-ground applications (UC3B) and for components that are difficult to maintain, repair, or replace and that are critical to the performance and safety of the entire system:

? Deck substructures, exterior columns, sill plates and fascia ?Treatment is added during the LVL manufacturing process, which fully

penetrates throughout each veneer layer, offering complete protection from the inside out ?No treatment gradient -- and double (2X) the preservative retention required in various standards around the world ?Additionally, envelope treated for best surface properties

Features and Benefits

? Non-corrosive! ?PWT Treated LVL and its chemical additive do not corrode or

damage hardware.

?Choose appropriate coating (exterior grade, Z-max, HDG, stainless steel) on connectors for the use of the project.

?Interior use ?Stainable and paintable ?No added VOCs

Grade (no strength reduction after treatment)

2.0E, 2800 Fb

Beam Sizes

1?" x

?

?

9?" 11" 14"

16"

18"

3?" x

?

?

9?" 11" 14"

16"

?

5?" x

5?"

7?"

9?" 11" 14"

16"

?

Joists (Dimension Sizes)

1?" x

3?"

5?"

7?"

9?"

11?"

?

Column Sizes

3?" x

3?"

?

?

5?" x

?

5?"

7?"

Product Identification ? Product has a muted olive tint ? Stamp: "PWT TREATED" ? Special PWT Treated LVL paper wrap

| page 2

PWT Treated LVL

Reference Design Values

DRY USE True (Shear-Free) Modulus of Elasticity, E = 2,000,000 psi(1)(4) Bending (beam), Fb = 2,800 psi(2)(3) Horizontal Shear (beam), Fv = 285 psi

Compression perpendicular to grain [psi], Fc = 850 psi

(1) Do not adjust for load duration. (2) Adjust by (12/d)0.2, where d is the depth of the member [inches]. (3) Adjust by 1.04 for repetitive members as defined in the NDS. (4) True (Shear-Free) modulus of elasticity does not account for shear deformation. (5) See APA Product Report PR-L329.

Note: Not all exterior conditions are wet-use and not all interior conditions are dry use. See What are wet use conditions on our website for more information on this subject.

Flashing tape required to meet PWT installation and warranty guidelines.

See note 2.

cantbi2lee'avmmearx.

Beam spans between supports (varies)

PWT Treated LVL columns with 1" standoff or elevated

post base to meet PWT installation guidelines and

warranty requirement.

Notes: 1. For diagonal bracing, see AWC Deck Construction Guide, visit treated. 2. For flashing tape recommendations, visit treated. 3. For fastener and hanger information, visit deckcenter. 4. Design conditions outside of the scope of this guide may be designed using CSD Software.

Deck joist span (varies)

2' mcajaoxni.sttileve(r4)

PWT Treated LVL Beam

PWT Treated LVL joists, supported by PWT Treated LVL ledger or beams and columns, with proper connectors and fasteners.

PWT Treated LVL ledger or beams and columns per local code requirements, with proper deck anchors/ties, connectors, and fasteners.

Adjustable standoff post base

Elevated post base

| page 3

PWT Treated LVL

Joist Spans

Improved Performance

DRY USE ? 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/480

Product

PWT Treated LVL

Pressure Treated No. 2 Southern pine Pressure Treated No. 2 Hem-fir (incised)

Nominal Size [in]

2 x 6 2 x 8 2 x 10 2 x 12 2 x 8 2 x 10 2 x 12 2 x 8 2 x 10 2 x 12

Actual Size [in]

1? x 5? 1? x 7? 1? x 9? 1? x 11? 1? x 7? 1? x 9? 1? x 11? 1? x 7? 1? x 9? 1? x 11?

With or Without 2' Cantilever

Joist Spacing (o.c.)

12"

16"

24"

10'- 4"

9'- 4"

8'- 1"

13'- 7" 12'- 4" 10'- 9"

17'- 5" 15'- 9" 13'- 7"

21'- 2" 19'- 2" 16'- 8"

11'- 2" 10'- 3" 9'- 2"

13'- 10" 12'- 10" 11'- 3"

16'- 8" 15'- 4" 13'- 4"

10'- 9" 9'- 10" 8'- 10"

13'- 4" 12'- 2" 10'- 9"

16'- 0" 14'- 7" 12'- 10"

Code Minimums

DRY USE ? 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/360

Product

PWT Treated LVL

Pressure Treated No. 2 Southern pine Pressure Treated No. 2 Hem-fir (incised)

Nominal Size [in]

2 x 6 2 x 8 2 x 10 2 x 12 2 x 8 2 x 10 2 x 12 2 x 8 2 x 10 2 x 12

Actual Size [in]

1? x 5? 1? x 7? 1? x 9? 1? x 11? 1? x 7? 1? x 9? 1? x 11? 1? x 7? 1? x 9? 1? x 11?

With or Without 2' Cantilever

Joist Spacing (o.c.)

12"

16"

24"

11'- 1'' 10'- 1'' 8'- 11''

14'- 10'' 13'- 6'' 11'- 9''

18'- 11'' 17'- 2'' 15'- 0''

23'- 0'' 20'- 11'' 18'- 3''

12'- 1'' 11'- 2'' 9'- 10''

15'- 2'' 13'- 11'' 11'- 7''

18'- 1'' 16'- 4'' 13'- 6''

11'- 8'' 10'- 8'' 9'- 4''

14'- 7'' 13'- 3'' 11'- 3''

17'- 6'' 15'- 7'' 12'- 11''

Notes: 1.End bearing length must be at least 1.5". 2. Minimum bearing at cantilever is 3.5". 3. Maximum cantilever 2' in addition to span shown.

DRY USE ? 60 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/480

Product

Nominal Size [in]

Actual Size [in]

With or Without 2' Cantilever

Joist Spacing (o.c.)

12"

16"

24"

2 x 6 1? x 5? 9'- 0"

8'- 1"

7'- 0"

PWT Treated LVL

2 x 8 1? x 7? 11'- 10" 2 x 10 1? x 9? 15'- 1"

10'- 9" 13'- 7"

9'- 3" 11'- 10"

2 x 12 1? x 11? 18'- 5" 16'- 8" 14'- 6"

Pressure Treated No. 2 Southern pine

2 x 8 2 x 10 2 x 12

1? x 7? 1? x 9? 1? x 11?

9'- 10" 12'- 3" 14'- 8"

9'- 2" 11'- 4" 13'- 6"

8'- 3" 10'- 0" 11'- 7"

Pressure Treated No. 2 Hem-fir (incised)

2 x 8 2 x 10 2 x 12

1? x 7? 1? x 9? 1? x 11?

9'- 7" 11'- 9" 14'- 1"

8'- 10" 10'- 9" 12'- 10"

8'- 0" 9'- 8" 10'- 4"

DRY USE ? 60 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/360

Product

Nominal Size [in]

Actual Size [in]

With or Without 2' Cantilever

Joist Spacing (o.c.)

12"

16"

24"

2 x 6 1? x 5? 9'- 10" 8'- 11" 7'- 9"

PWT Treated LVL

2 x 8 1? x 7? 12'- 11" 2 x 10 1? x 9? 16'- 6"

11'- 9" 15'- 0"

10'- 3" 13'- 1"

2 x 12 1? x 11? 20'- 2" 18'- 3" 16'- 0"

Pressure Treated No. 2 Southern pine

2 x 8 2 x 10 2 x 12

1? x 7? 1? x 9? 1? x 11?

10'- 9" 13'- 4" 15'- 10"

9'- 10" 12'- 0" 14'- 0"

8'- 7" 10'- 0" 11'- 7"

Pressure Treated No. 2 Hem-fir (incised)

2 x 8 2 x 10 2 x 12

1? x 7? 1? x 9? 1? x 11?

10'- 5" 12'- 10" 15'- 2"

9'- 7" 11'- 7" 13'- 3"

8'- 1" 9'- 8" 10'- 4"

4. Design conditions outside the scope of this guide may be designed using CSD software. 5. Joist tables are based upon 100% duration of load.

Actual stamp height: 1.5" tall

| page 4

PWT Treated LVL

Beam Spans

Improved Performance

DRY USE ? 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/480

Deck Joist Span with 2' Cantilever [ft]

Size

6

8

10

12

14

16

18

[in]

Deck Joist Simple Span [ft]

8

10

12

14

16

18

20

3? x 9?

14'- 7" 13'- 6" 12'- 8" 12'- 0" 11'- 6" 11'- 0" 10'- 8"

3? x 11 18'- 3" 16'- 11" 15'- 11" 15'- 1" 14'- 5" 13'- 10" 13'- 5"

3? x 14

21'- 7" 20'- 0" 18'- 10" 17'- 10" 17'- 1" 16'- 5" 15'- 10"

3? x 16

24'- 9" 22'- 11" 21'- 7" 20'- 6" 19'- 7" 18'- 10" 17'- 6"

3? x 18

27'- 10" 25'- 10" 24'- 4" 23'- 1" 22'- 0" 19'- 6" 17'- 6"

5? x 5?

9'- 5" 8'- 8" 8'- 2" 7'- 8" 7'- 4" 7'- 1" 6'- 9"

5? x 7?

12'- 6" 11'- 7" 10'- 11" 10'- 4" 9'- 10" 9'- 5" 9'- 1"

5? x 9?

16'- 7" 15'- 4" 14'- 5" 13'- 8" 13'- 1" 12'- 6" 12'- 1"

5? x 11 20'- 10" 19'- 4" 18'- 2" 17'- 2" 16'- 5" 15'- 9" 15'- 3"

5? x 14

24'- 8" 22'- 10" 21'- 6" 20'- 4" 19'- 5" 18'- 8" 18'- 0"

5? x 16

28'- 3" 26'- 2" 24'- 7" 23'- 4" 22'- 4" 21'- 5" 20'- 8"

5? x 18

31'- 10" 29'- 6" 27'- 9" 26'- 4" 25'- 2" 24'- 2" 23'- 4"

Notes:

1.Span calculations assume 40 psf live load, 10 psf dead load, L/480 live load deflection limit for simple spans.

2. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 3. Bearing length must be at least 1.75". 4. Beams require support across their full width. 5. Conditions outside the scope of this guide may be designed using CSD Software. 6. Beam spans are based upon 100% duration of load.

DRY USE ? 60 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/480

Deck Joist Span with 2' Cantilever [ft]

Size

6

8

10

12

14

16

18

[in]

Deck Joist Simple Span [ft]

8

10

12

14

16

18

20

3? x 9?

12'- 8" 11'- 9" 11'- 0" 10'- 6" 10'- 0" 9'- 7" 9'- 3"

3? x 11 15'- 11" 14'- 9" 13'- 10" 13'- 2" 12'- 7" 12'- 1" 11'- 8"

3? x 14

18'- 10" 17'- 6" 16'- 5" 15'- 7" 14'- 11" 13'- 10" 12'- 5"

3? x 16

21'- 7" 20'- 0" 18'- 10" 17'- 10" 15'- 7" 13'- 10" 12'- 5"

3? x 18

24'- 4" 22'- 7" 20'- 11" 17'- 11" 15'- 7" 13'- 10" 12'- 5"

5? x 5?

8'- 2" 7'- 6" 7'- 1" 6'- 8" 6'- 4" 6'- 1" 5'- 10"

5? x 7?

10'- 11" 10'- 1" 9'- 5" 8'- 11" 8'- 6" 8'- 2" 7'- 11"

5? x 9?

14'- 5" 13'- 4" 12'- 6" 11'- 10" 11'- 4" 10'- 11" 10'- 6"

5? x 11 18'- 2" 16'- 10" 15'- 9" 15'- 0" 14'- 3" 13'- 9" 13'- 3"

5? x 14

21'- 6" 19'- 11" 18'- 8" 17'- 9" 16'- 11" 16'- 3" 15'- 8"

5? x 16

24'- 7" 22'- 10" 21'- 5" 20'- 4" 19'- 5" 18'- 8" 18'- 0"

5? x 18

27'- 9" 25'- 8" 24'- 2" 22'- 11" 21'- 11" 20'- 9" 18'- 8"

Notes:

1.Span calculations assume 60 psf live load, 10 psf dead load, L/480 live load deflection limit for simple spans.

2. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 3. Bearing length must be at least 1.75". 4. Beams require support across their full width. 5. Conditions outside the scope of this guide may be designed using CSD Software. 6. Beam spans are based upon 100% duration of load.

Code Minimums

DRY USE ? 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/360

Deck Joist Span with 2' Cantilever [ft]

Size

6

8

10

12

14

16

18

[in]

Deck Joist Simple Span [ft]

8

10

12

14

16

18

20

3? x 9?

16'- 1" 14'- 11" 14'- 0" 13'- 3" 12'- 8" 12'- 2" 11'- 9"

3? x 11 20'- 2" 18'- 8" 17'- 7" 16'- 8" 15'- 11" 15'- 4" 14'- 9"

3? x 14

23'- 10" 22'- 1" 20'- 9" 19'- 8" 18'- 10" 18'- 1" 17'- 6"

3? x 16

27'- 3" 25'- 3" 23'- 9" 22'- 7" 21'- 7" 19'- 6" 17'- 6"

3? x 18

30'- 9" 28'- 6" 26'- 9" 25'- 2" 22'- 0" 19'- 6" 17'- 6"

5? x 5?

10'- 5" 9'- 7" 9'- 0" 8'- 6" 8'- 2" 7'- 10" 7'- 6"

5? x 7?

13'- 10" 12'- 10" 12'- 0" 11'- 5" 10'- 11" 10'- 5" 10'- 1"

5? x 9?

18'- 3" 16'- 11" 15'- 11" 15'- 1" 14'- 5" 13'- 10" 13'- 4"

5? x 11 23'- 0" 21'- 3" 20'- 0" 19'- 0" 18'- 2" 17'- 5" 16'- 10"

5? x 14

27'- 2" 25'- 2" 23'- 8" 22'- 6" 21'- 6" 20'- 7" 19'- 11"

5? x 16

31'- 1" 28'- 10" 27'- 1" 25'- 9" 24'- 7" 23'- 8" 22'- 10"

5? x 18

35'- 1" 32'- 6" 30'- 7" 29'- 0" 27'- 9" 26'- 8" 25'- 8"

Notes:

1.Span calculations assume 40 psf live load, 10 psf dead load, L/360 live load deflection limit for simple spans.

2. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 3. Bearing length must be at least 1.75". 4. Beams require support across their full width. 5. Conditions outside the scope of this guide may be designed using CSD Software. 6. Beam spans are based upon 100% duration of load.

DRY USE ? 60 PSF LIVE LOAD AND 10 PSF DEAD LOAD -- L/360 Deck Joist Span with 2' Cantilever [ft]

Size

6

8

10

12

14

16

18

[in]

Deck Joist Simple Span [ft]

8

10

12

14

16

18

20

3? x 9?

14'- 0" 12'- 11" 12'- 2" 11'- 7" 11'- 0" 10'- 7" 10'- 3"

3? x 11 17'- 7" 16'- 3" 15'- 4" 14'- 6" 13'- 10" 13'- 4" 12'- 5"

3? x 14

20'- 9" 19'- 3" 18'- 1" 17'- 2" 15'- 7" 13'- 10" 12'- 5"

3? x 16

23'- 9" 22'- 1" 20'- 9" 17'- 11" 15'- 7" 13'- 10" 12'- 5"

3? x 18

26'- 9" 24'- 10" 20'- 11" 17'- 11" 15'- 7" 13'- 10" 12'- 5"

5? x 5?

9'- 0" 8'- 4" 7'- 10" 7'- 5" 7'- 1" 6'- 9" 6'- 6"

5? x 7?

12'- 0" 11'- 2" 10'- 5" 9'- 11" 9'- 5" 9'- 1" 8'- 9"

5? x 9?

15'- 11" 14'- 9" 13'- 10" 13'- 1" 12'- 6" 12'- 0" 11'- 7"

5? x 11 20'- 0" 18'- 6" 17'- 5" 16'- 6" 15'- 9" 15'- 2" 14'- 7"

5? x 14

23'- 8" 21'- 11" 20'- 7" 19'- 7" 18'- 8" 17'- 11" 17'- 4"

5? x 16

27'- 1" 25'- 2" 23'- 8" 22'- 5" 21'- 5" 20'- 7" 18'- 8"

5? x 18

30'- 7" 28'- 4" 26'- 8" 25'- 3" 23'- 5" 20'- 9" 18'- 8"

Notes:

1.Span calculations assume 60 psf live load, 10 psf dead load, L/360 live load deflection limit for simple spans.

2. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 3. Bearing length must be at least 1.75". 4. Beams require support across their full width. 5. Conditions outside the scope of this guide may be designed using CSD Software. 6. Beam spans are based upon 100% duration of load.

| page 5

 ................
................

In order to avoid copyright disputes, this page is only a partial summary.

Google Online Preview   Download