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**WARNING**

ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design,

READ AND FOLLOW ALL NOTES ON THIS SHEET!

shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs

Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and

drawing or cover page listing this drawing, indicates acceptance of professional engineering Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this

**IMPORTANT**

any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation &

responsibility solely for the design shown. The suitability and use of this design for any structure is

ICC: www.iccsafe.org

practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.

general notes page; ITW-BCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see: This job's

bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint

FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.

follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety

shall have bracing installed per BCSI sections B3, B7 or B10, as applicable.

ALPINE

Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord

ITW Building Components Group, Inc.

Earth City, MO 63045

0-4-5 0-4-5

4.8 4.8

10-0-0

Scale =.125"/Ft.13.02.09.0506.20

R=3845 U=0 W=5.5"RL=161/-161

R=3846 U=0 W=5.5"

W8

W6

W5W3

T2T3

PLT TYP. 18 Gauge HS,Wave

MOUSR971 14212001

Design Crit: IBC2009/TPI-2007(STD)

67.4 PSF

REF R971-- 33051 FT/RT=3%(0%)/0(0)

4X14(B8R)

1.5X4

3X4SS0312

5X6

1.5X4

7X8

6X8

SS0312

7X8

1.5X4

5X6

SS0312

3X4

1.5X4

4X14(B8R)

DATE 07/31/14DRW

THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.(81536--KEENE LUMBER CO /IBEW LOCAL 275 -- 140 N 64TH AVE COOPERSVILLE, ** - T1 50' Common)

JREF- 1V8J971_Z01

TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

(a)(a) (a)

(a)

Top chord 2x4 SP 2850f-2.3E :T2, T3 2x4 SP 2400f-2.0E:Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SPF Stud :W3, W8 2x4 SPF #3::W5, W6 2x4 SPF #1/#2::Lt Wedge 2x4 SPF Stud::Rt Wedge 2x4 SPF Stud:

90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof,CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.

Wind loads and reactions based on MWFRS with additional C&C member design.

Calculated horizontal deflection is 0.28" due to live load and 0.13" due to deadload.(a) Continuous lateral restraint equally spaced on member.

In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.53 49.18Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Truss passed check for 20 psf additional bottom chord live load in areas with42"-high x 24"-wide clearance.

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load appliedper IBC-09 section 1607.

Deflection meets L/360 live and L/240 total load. Creep increase factor for deadload is 1.50.Calculated vertical deflection is 0.77" due to live load and 0.36" due to dead load

at X = 29-10-8.WARNING: Furnish a copy of this DWG to the installation contractor. Special caremust be taken during handling, shipping and installation of trusses. See "WARNING"note below.

Truss designed for unbalanced snow load based on Pg=60.00 psf, Ct=1.10, Ce=1.00, CATII & Pf=46.20 psf.

MO-ENG PPH/PPH

50-0-0 Over 2 Supports

25-0-0 25-0-0

2-0-0 2-0-0

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-8 0-0-8

4.8 4.8

10-0-0

Scale =.125"/Ft.13.02.09.0506.20

C13C12C11

PLT TYP. WaveREF R971-- 33052


67.4 PSF

0.0 PSF

R=177 PLF U=1 PLF W=50-0-0RL=3/-3 PLF

FT/RT=3%(0%)/0(0)

3X5(D1)

3X6

3X6

5X6

4X6 3X6

3X6

3X5(D1)

DATE 07/31/14DRW

THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.(81536--KEENE LUMBER CO /IBEW LOCAL 275 -- 140 N 64TH AVE COOPERSVILLE, ** - G1 50' Gable)

Note: All Plates Are 1.5X4 Except As Shown.

TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

(a) (a) (a)(a) (a)

Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C11, C12, C13 2x4 SPF #3:


Wind loads and reactions based on MWFRS with additional C&C member design.Truss spaced at 24.0" OC designed to support 1-0-0 top chord outlookers. Claddingload shall not exceed 3.00 PSF. Top chord must not be cut or notched. See DWGS A10030050109, GBLLETIN0212, & GABRST050109 for gable wind bracing

requirements.(a) 1x4 #3SRB SPF-S or better "L" brace. 80% length of web member. Attach with 8dBox or Gun (0.113"x2.5",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins

to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.68 49.32Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied perIBC-09 section 1607.

Deflection meets L/360 live and L/240 total load. Creep increase factor for deadload is 1.50.

WARNING: Furnish a copy of this DWG to the installation contractor. Special caremust be taken during handling, shipping and installation of trusses. See "WARNING"note below.


JREF- 1V8J971_Z01

MOUSR971 14212002

50-0-0 Over 4 Supports

25-0-0 25-0-0

MO-ENG PPH/PPH

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

11-6-0

Scale =.125"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=44-2-3RL=3/-3 PLF

W5

PLT TYP. Wave

JREF- 1V8J971_Z01

FT/RT=3%(0%)/0(0)

3X5(D1)

3X6

3X6

5X6

3X6

3X6

3X5(D1)

DATE 07/31/14DRW

THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.(81536--KEENE LUMBER CO /IBEW LOCAL 275 -- 140 N 64TH AVE COOPERSVILLE, ** - V1 44'2"3 Valley)


TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212003

(a)

Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W5 2x4 SPF #3:


Wind loads and reactions based on MWFRS with additional C&C member design.(a) Continuous lateral restraint equally spaced on member.

In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.68 43.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied perIBC-09 section 1607.



REF R971-- 33053

MO-ENG PPH/PPH

44-2-3 Over Continuous Support

22-1-2 22-1-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

12-6-0

Scale =.1875"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=39-2-3RL=2/-2 PLF

JREF- 1V8J971_Z01

FT/RT=3%(0%)/0(0)

3X4(D1) 3X5

3X5

5X5

3X5

3X5 3X4(D1)

DATE 07/31/14DRW



TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212004

PLT TYP. Wave

Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.68 38.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




REF R971-- 33054

MO-ENG PPH/PPH


19-7-2 19-7-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

13-6-0

Scale =.1875"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=34-2-3RL=2/-2 PLF

JREF- 1V8J971_Z01

FT/RT=3%(0%)/0(0)

3X4(D1)

3X5

3X5

4X6(R)

3X5

3X5

3X4(D1)

DATE 07/31/14DRW



TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212005

PLT TYP. Wave



Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 34.18Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




REF R971-- 33055

MO-ENG PPH/PPH


17-1-2 17-1-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

14-6-0

Scale =.25"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=29-2-3RL=2/-2 PLF

JREF- 1V8J971_Z01

FT/RT=3%(0%)/0(0)

2X4(D8R)

5X5

5X7 2X4(D8R)

DATE 07/31/14DRW



TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212006

PLT TYP. Wave







REF R971-- 33056

MO-ENG PPH/PPH


14-7-2 14-7-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

15-6-0

Scale =.3125"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=24-2-3RL=2/-2 PLF

JREF- 1V8J971_Z01

FT/RT=3%(0%)/0(0)

2X4(D8R)

5X5

3X5 2X4(D8R)

DATE 07/31/14DRW



TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212007

PLT TYP. Wave







REF R971-- 33057

MO-ENG PPH/PPH


12-1-2 12-1-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8

4.8

16-6-0

Scale =.375"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=19-2-3RL=2/-2 PLF

REF R971-- 33058 FT/RT=3%(0%)/0(0)

2X4(D8R)

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

DATE 07/31/14DRW


JREF- 1V8J971_Z01

TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212008

PLT TYP. Wave







MO-ENG PPH/PPH


9-7-2 9-7-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

17-6-0

Scale =.5"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=14-2-3RL=2/-2 PLF

REF R971-- 33059 FT/RT=3%(0%)/0(0)

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

DATE 07/31/14DRW


JREF- 1V8J971_Z01

TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212009

PLT TYP. Wave



Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 14.18Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




MO-ENG PPH/PPH


7-1-2 7-1-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8

4.8

18-6-0

Scale =.5"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=9-2-3

REF R971-- 33060 FT/RT=3%(0%)/0(0)

2X4(D8R)

4X4

1.5X3 2X4(D8R)

DATE 07/31/14DRW


JREF- 1V8J971_Z01

TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212010

PLT TYP. Wave







MO-ENG PPH/PPH


4-7-2 4-7-2

MI/-/1/-/-/R/-

07/31/2014

**WARNING**






**IMPORTANT**










ALPINE




0-0-4 0-0-4

4.8 4.8

19-6-0

Scale =.5"/Ft.13.02.09.0506.20

R=136 PLF U=0 PLF W=4-2-3

REF R971-- 33061 FT/RT=3%(0%)/0(0)

2X4(D8R)

3X4

2X4(D8R)

DATE 07/31/14DRW


JREF- 1V8J971_Z01

TC LL

TC DL

BC DL

BC LL

TOT.LD.

DUR.FAC. 1.15

SPACING 24.0"

50.4 PSF

7.0 PSF

10.0 PSF

0.0 PSF

67.4 PSF


MOUSR971 14212011

PLT TYP. Wave

Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2





Unbalanced snow loads have not been considered.

MO-ENG PPH/PPH


2-1-2 2-1-2

MI/-/1/-/-/R/-

07/31/2014

07/31/2014

Building Components Group Inc.


07/31/2014

07/31/2014



07/31/2014

07/31/2014 Building Components Group Inc.

Earth City, MO 63045 07/31/2014

07/31/2014



07/31/2014

Documents

ITW Building Components Group, Inc