johnson 24 o.c. - letherer · job:(85661) / -keene lumber co /mark and kathy johnson rf / a...

8/12

8/12

8/12

8/12

8/12

8/12

8/12

8/12

8/12

8/12

19'1

1"

1'3'

13'1

1"55'11"

12'3"8

6'4"

23'1

1"

24'8'

14'

6'2"

8'3"815'7"8

2'2"

BP BP BP

3 1/2 x 11 7/8" HIDDEN BEAM

BEARINGRAISED 8"

BEARINGRAISED 12"

LUS24

LUS24

85661 KEENE LUMBERERIC WAHLBERGJOHNSONROOF TRUSSES24" O.C.

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JOB NO:

85661

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Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / A 23'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W2, W3 2x4 SPF #3:

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

Wind loads and reactions based on MWFRS with additional C&Cmember 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 120 0.15 23.77Apply 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 inareas with 42"-high x 24"-wide clearance.

Bottom chord checked for 10.00 psf non-concurrent bottom chord liveload applied per IBC-09 section 1607.

Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50.

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

PLT TYP. WAVEDESC = A 23'11" Common

DESIGN CRIT=IBC 2009 /TPI-2007 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 5 REV. 14.03.01G.0123.00

Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W

B 1795 / - / 339 / - / 145 / 5.5H 1796 / - / 339 / - / - / 3.5Wind reactions based on MWFRSB Min Brg Width Req = 2.8H Min Brg Width Req = 2.8Bearings B & H Fcperp = 565psi.

Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.

A - B 86 0B - C 148 - 2377C - D 174 - 2096D - E 203 - 2048

Chords Tens. Comp.

E - F 202 - 2049F - G 174 - 2098G - H 148 - 2379H - I 86 0

Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.

B - L 1833 - 21L - K 1237 0

Chords Tens. Comp.

K - J 1237 0J - H 1834 - 24

Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.

C - L 161 - 657L - E 923 - 56

Webs Tens. Comp.

E - J 926 - 56J - G 161 - 657

**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.

ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.

TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

A 23'11" Common

WEIGHT =118.8

SEQ - 213460

TYPE COMN

15'11"11 15'11"11

11'11"8 11'11"8

23'11"1'4" 1'4"

4"7

8'4"

2

9'2"

9

8'1"2

LEFT RAKE = 1'7"4 RIGHT RAKE = 1'7"4

A

B

CD

E

FG

H

IJKL

812

4X6(B1)

1.5X33X5

3X5

5X5

3X5 3X5

3X51.5X3

4X6(B1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / A 23'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W2, W3 2x4 SPF #3:




Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.




PLT TYP. WAVEDESC = A 23'11" Common



B 1795 / - / 339 / - / 145 / 5.5H 1796 / - / 339 / - / - / 3.5Wind reactions based on MWFRSB Min Brg Width Req = 2.8H Min Brg Width Req = 2.8Bearings B & H Fcperp = 565psi.


A - B 86 0B - C 148 - 2377C - D 174 - 2096D - E 203 - 2048

Chords Tens. Comp.

E - F 202 - 2049F - G 174 - 2098G - H 148 - 2379H - I 86 0


B - L 1833 - 21L - K 1237 0

Chords Tens. Comp.

K - J 1237 0J - H 1834 - 24


C - L 161 - 657L - E 923 - 56

Webs Tens. Comp.

E - J 926 - 56J - G 161 - 657



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

A 23'11" Common

WEIGHT =118.8

SEQ - 213460

TYPE COMN

15'11"11 15'11"11

11'11"8 11'11"8

23'11"1'4" 1'4"

4"7

8'4"

2

9'2"

9

8'1"2


A

B

CD

E

FG

H

IJKL

812

4X6(B1)

1.5X33X5

3X5

5X5

3X5 3X5

3X51.5X3

4X6(B1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / AG 23'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C6 2x4 SPF #1/#2:

All plates are 1.5X3 except as noted. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Locatedanywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BCDL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C

member design.Truss spaced at 24.0" OC designed to support 1-4-0 top chordoutlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.

See DWGS A10015050109, GBLLETIN0212, & GABRST050109 forgable wind bracing requirements.(a) #3 or better scab brace. Same size & 80% length of web member.

Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC.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 0.15 23.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = AG 23'11" Gable


Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W

B* 218 / - / 533 / - / 202 / 167V* 195 / 62 / 372 / - / - / 119Wind reactions based on MWFRSB Min Brg Width Req = -V Min Brg Width Req = -Bearings B & V are a rigid surface.


A - B 121 0B - C 78 - 155C - D 75 - 125D - E 71 - 122E - F 74 - 115F - G 90 - 39G - H 146 - 131H - I 214 - 160

Chords Tens. Comp.

I - J 214 - 160J - K 146 - 131K - L 90 - 51L - M 74 - 115M - N 71 - 122N - O 86 - 125O - P 90 - 155P - Q 121 0


B -AB 169 - 97AB-AA 173 - 99AA- Z 175 - 101Z - Y 177 - 102Y - X 178 - 103X - W 180 - 104

Chords Tens. Comp.

W - V 180 - 104V - U 179 - 113U - T 178 - 112T - S 176 - 111S - R 173 - 109R - P 170 - 107

Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.

C -AB 69 - 215D -AA 92 - 337E - Z 87 - 329G - Y 89 - 408

Gables Tens. Comp.

V - J 96 - 506U - K 89 - 408T - M 87 - 329S - N 92 - 337



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

AG 23'11" Gable

WEIGHT =152.2

SEQ - 213462

TYPE GABL

23'11"

15'11"11 15'11"11

11'11"8 11'11"8

13'11"12 9'11"41'4" 1'4"

4"7

8'4"

2

9'2"

9

8'1"2


(a)

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

QRSTUVWXYZAAAB

812

3X4(A1)

3X5

5X5

5X6

3X5

3X4(A1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / AG 23'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C6 2x4 SPF #1/#2:



See DWGS A10015050109, GBLLETIN0212, & GABRST050109 forgable wind bracing requirements.(a) #3 or better scab brace. Same size & 80% length of web member.

Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC.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 0.15 23.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.







B* 218 / - / 533 / - / 202 / 167V* 195 / 62 / 372 / - / - / 119Wind reactions based on MWFRSB Min Brg Width Req = -V Min Brg Width Req = -Bearings B & V are a rigid surface.


A - B 121 0B - C 78 - 155C - D 75 - 125D - E 71 - 122E - F 74 - 115F - G 90 - 39G - H 146 - 131H - I 214 - 160

Chords Tens. Comp.

I - J 214 - 160J - K 146 - 131K - L 90 - 51L - M 74 - 115M - N 71 - 122N - O 86 - 125O - P 90 - 155P - Q 121 0


B -AB 169 - 97AB-AA 173 - 99AA- Z 175 - 101Z - Y 177 - 102Y - X 178 - 103X - W 180 - 104

Chords Tens. Comp.

W - V 180 - 104V - U 179 - 113U - T 178 - 112T - S 176 - 111S - R 173 - 109R - P 170 - 107


C -AB 69 - 215D -AA 92 - 337E - Z 87 - 329G - Y 89 - 408

Gables Tens. Comp.

V - J 96 - 506U - K 89 - 408T - M 87 - 329S - N 92 - 337



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

AG 23'11" Gable

WEIGHT =152.2

SEQ - 213462

TYPE GABL

23'11"

15'11"11 15'11"11

11'11"8 11'11"8

13'11"12 9'11"41'4" 1'4"

4"7

8'4"

2

9'2"

9

8'1"2


(a)

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

QRSTUVWXYZAAAB

812

3X4(A1)

3X5

5X5

5X6

3X5

3X4(A1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / AG 23'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



H - X 96 - 506I - W 0 - 295

R - O 69 - 215



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

AG 23'11" Gable

WEIGHT =152.2

SEQ - 213462

TYPE GABL

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / AX 23'11" Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x12 SP 2400f-2.0E Webs 2x4 SPF Stud :W3 2x4 SPF #1/#2:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @10.50" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 111 plf at -1.33 to 111 plf at 11.96 TC- From 111 plf at 11.96 to 111 plf at 25.25 BC- From 5 plf at -1.33 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.00 BC- From 722 plf at 4.00 to 722 plf at 9.98 BC- From 722 plf at 9.98 to 722 plf at 17.58 BC- From 20 plf at 17.58 to 20 plf at 23.92 BC- From 5 plf at 23.92 to 5 plf at 25.25 BC- 1839.00 lb Conc. Load at 2.00 BC- 1260.00 lb Conc. Load at 4.00 BC- 2732.00 lb Conc. Load at 17.58

(**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.

90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Locatedanywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BCDL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C

member design.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50.

PLT TYP. WAVEDESC = AX 23'11" Common Girder



L 10422 / - / 2444 / - / 145 / 5.5F 8382 / - / 2066 / - / - / 3.5Wind reactions based on MWFRSL Min Brg Width Req = 3.8F Min Brg Width Req = 3.0Bearings L & F Fcperp = 565psi.


A - B 29 - 1B - C 45 - 4719C - D 54 - 3328

Chords Tens. Comp.

D - E 54 - 3326E - F 45 - 4591F - G 29 - 1


B - K 3886 0K - J 3863 0J - I 3863 0

Chords Tens. Comp.

I - H 3755 0H - F 3775 0


K - C 1509 0C - I 36 - 1478D - I 3440 - 25

Webs Tens. Comp.

I - E 36 - 1338E - H 1356 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

AX 23'11" Common Girder

WEIGHT =562.9

SEQ - 213468

TYPE COMN

3 Complete Trusses Required

15'11"11 15'11"11

11'11"8 11'11"8

23'11"1'4" 1'4"

4"7

8'4"

2

9'2"

9

8'1"2


A

B

C

D

E

F

GHIJK

L

812

5X8(A9R)

SS0312(**)

6X8

10X10

5X6

8X10

6X8

SS0312(**)

5X7(A9R)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / AX 23'11" Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x12 SP 2400f-2.0E Webs 2x4 SPF Stud :W3 2x4 SPF #1/#2:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @10.50" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 111 plf at -1.33 to 111 plf at 11.96 TC- From 111 plf at 11.96 to 111 plf at 25.25 BC- From 5 plf at -1.33 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.00 BC- From 722 plf at 4.00 to 722 plf at 9.98 BC- From 722 plf at 9.98 to 722 plf at 17.58 BC- From 20 plf at 17.58 to 20 plf at 23.92 BC- From 5 plf at 23.92 to 5 plf at 25.25 BC- 1839.00 lb Conc. Load at 2.00 BC- 1260.00 lb Conc. Load at 4.00 BC- 2732.00 lb Conc. Load at 17.58


90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Locatedanywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BCDL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C

member design.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50.




L 10422 / - / 2444 / - / 145 / 5.5F 8382 / - / 2066 / - / - / 3.5Wind reactions based on MWFRSL Min Brg Width Req = 3.8F Min Brg Width Req = 3.0Bearings L & F Fcperp = 565psi.


A - B 29 - 1B - C 45 - 4719C - D 54 - 3328

Chords Tens. Comp.

D - E 54 - 3326E - F 45 - 4591F - G 29 - 1


B - K 3886 0K - J 3863 0J - I 3863 0

Chords Tens. Comp.

I - H 3755 0H - F 3775 0


K - C 1509 0C - I 36 - 1478D - I 3440 - 25

Webs Tens. Comp.

I - E 36 - 1338E - H 1356 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15


WEIGHT =562.9

SEQ - 213468

TYPE COMN

3 Complete Trusses Required

15'11"11 15'11"11

11'11"8 11'11"8

23'11"1'4" 1'4"

4"7

8'4"

2

9'2"

9

8'1"2


A

B

C

D

E

F

GHIJK

L

812

5X8(A9R)

SS0312(**)

6X8

10X10

5X6

8X10

6X8

SS0312(**)

5X7(A9R)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / AX 23'11" Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.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 0.15 23.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15


WEIGHT =562.9

SEQ - 213468

TYPE COMN

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / E 14'3"8 Scissor Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3, W4, W6 2x4 SPF #1/#2::Lt Bearing Leg 2x6 SPF Stud:



Wind loads and reactions based on MWFRS with additional C&Cmember design. Max JT VERT DEFL: LL: 0.26" DL: 0.17". See detail

DEFLCAMB0813 for camber recommendations. Roofs incorporatingthis truss require consideration for ponding design by BuildingDesigner.

(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 0.46 14.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50.Unbalanced snow loads have not been considered.

Shim all supports to solid bearing.

PLT TYP. WAVEDESC = E 14'3"8 Scissor Mono



K 969 / - / 206 / - / 198 / 3.5G 1112 / 34 / 277 / - / - / 3.5Wind reactions based on MWFRSK Min Brg Width Req = 1.5G Min Brg Width Req = 1.5Bearing K is a rigid surface.Bearing G Fcperp = 565psi.


A - B 89 - 553B - C 413 - 3029C - D 408 - 3276

Chords Tens. Comp.

D - E 393 - 3119E - F 86 0


K - J 3144 - 230J - I 3088 - 327

Chords Tens. Comp.

I - H 3039 - 337H - G 81 - 24


A - K 893 0K - A 472 - 1532K - B 394 - 2411B - J 228 0

Webs Tens. Comp.

J - D 106 - 9D - H 152 - 591H - E 2636 - 265E - G 205 - 1075



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

E 14'3"8 Scissor Mono

WEIGHT =88.0

SEQ - 213471

TYPE SCIM

18'9"6

16'3"5

14'3"8

5"813'10" 1'4"

14'3"8

9'1"

121'

8"9

1'4"

9'0"

5

10'1

0"5

17'2"14

8'1"2

LEFT RAKE = 6"10 RIGHT RAKE = 1'7"4

(a)

A

B

C

D

E

F

G

H

I

J

K 812

812

4X62X6

5X5(**)3X8

3X4

3X5

H0308

3X4

5X5

5X5

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / E 14'3"8 Scissor Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3, W4, W6 2x4 SPF #1/#2::Lt Bearing Leg 2x6 SPF Stud:





(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 0.46 14.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = E 14'3"8 Scissor Mono



K 969 / - / 206 / - / 198 / 3.5G 1112 / 34 / 277 / - / - / 3.5Wind reactions based on MWFRSK Min Brg Width Req = 1.5G Min Brg Width Req = 1.5Bearing K is a rigid surface.Bearing G Fcperp = 565psi.


A - B 89 - 553B - C 413 - 3029C - D 408 - 3276

Chords Tens. Comp.

D - E 393 - 3119E - F 86 0


K - J 3144 - 230J - I 3088 - 327

Chords Tens. Comp.

I - H 3039 - 337H - G 81 - 24


A - K 893 0K - A 472 - 1532K - B 394 - 2411B - J 228 0

Webs Tens. Comp.

J - D 106 - 9D - H 152 - 591H - E 2636 - 265E - G 205 - 1075



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

E 14'3"8 Scissor Mono

WEIGHT =88.0

SEQ - 213471

TYPE SCIM

18'9"6

16'3"5

14'3"8

5"813'10" 1'4"

14'3"8

9'1"

121'

8"9

1'4"

9'0"

5

10'1

0"5

17'2"14

8'1"2

LEFT RAKE = 6"10 RIGHT RAKE = 1'7"4

(a)

A

B

C

D

E

F

G

H

I

J

K 812

812

4X62X6

5X5(**)3X8

3X4

3X5

H0308

3X4

5X5

5X5

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / EN 14'3"8 Scissor Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3E :T2 2x4 SPF #1/#2:Bot chord 2x4 SPF #1/#2 :B1 2x8 SP 2400f-2.0E: Webs 2x4 SPF Stud :W1 2x6 SPF Stud::W6 2x4 SPF #1/#2:



Wind loads and reactions based on MWFRS with additional C&Cmember design. Calculated horizontal deflection is 0.19" due to live load and 0.12"

due to dead load.Max JT VERT DEFL: LL: 0.36" DL: 0.23". See detailDEFLCAMB0813 for camber recommendations. Roofs incorporatingthis truss require consideration for ponding design by BuildingDesigner.

(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 8 -0.46 -0.16 BC 75 -0.16 13.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50. Unbalanced snow loads have not been considered.

Handling stresses not considered for plates. Handling of this trussrequires special care by truss manufacturer and installation contractorto prevent plate damage.

PLT TYP. WAVEDESC = EN 14'3"8 Scissor Mono



L 951 / - / 192 / - / 190 / 3.5G 1125 / 45 / 285 / - / - / 3.5Wind reactions based on MWFRSL Min Brg Width Req = 1.5G Min Brg Width Req = 1.5Bearing L is a rigid surface.Bearing G Fcperp = 565psi.


A - B 313 - 62B - C 601 - 3224C - D 596 - 3472

Chords Tens. Comp.

D - E 478 - 3152E - F 86 0


L - A 320 - 55K - J 3399 - 415J - I 3114 - 412

Chords Tens. Comp.

I - H 3066 - 422H - G 82 - 23


K - A 775 - 52K - B 377 - 3209B - J 200 0J - D 225 0

Webs Tens. Comp.

D - H 171 - 593H - E 2660 - 338E - G 225 - 1090



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

EN 14'3"8 Scissor Mono

WEIGHT =88.2

SEQ - 213474

TYPE SCIM

17'10"76"12

16'5"10

9"113'6"7

3"93"313'8"12 1'4"

14'3"8

10'1

"10

7"4

1'4"

10'4

"5

9'1"

101'

7"4

10'8

"14

18'2"12

8'1"2

RIGHT RAKE = 1'7"4

(a)

A

B

C

D

E

F

G

H

I

J

K

L

812

812

SS0708

H0510(**)

5X5

3X4

3X5

H0308

3X4

5X5

5X5

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / EN 14'3"8 Scissor Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3E :T2 2x4 SPF #1/#2:Bot chord 2x4 SPF #1/#2 :B1 2x8 SP 2400f-2.0E: Webs 2x4 SPF Stud :W1 2x6 SPF Stud::W6 2x4 SPF #1/#2:



Wind loads and reactions based on MWFRS with additional C&Cmember design. Calculated horizontal deflection is 0.19" due to live load and 0.12"

due to dead load.Max JT VERT DEFL: LL: 0.36" DL: 0.23". See detailDEFLCAMB0813 for camber recommendations. Roofs incorporatingthis truss require consideration for ponding design by BuildingDesigner.

(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 8 -0.46 -0.16 BC 75 -0.16 13.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50. Unbalanced snow loads have not been considered.

Handling stresses not considered for plates. Handling of this trussrequires special care by truss manufacturer and installation contractorto prevent plate damage.

PLT TYP. WAVEDESC = EN 14'3"8 Scissor Mono



L 951 / - / 192 / - / 190 / 3.5G 1125 / 45 / 285 / - / - / 3.5Wind reactions based on MWFRSL Min Brg Width Req = 1.5G Min Brg Width Req = 1.5Bearing L is a rigid surface.Bearing G Fcperp = 565psi.


A - B 313 - 62B - C 601 - 3224C - D 596 - 3472

Chords Tens. Comp.

D - E 478 - 3152E - F 86 0


L - A 320 - 55K - J 3399 - 415J - I 3114 - 412

Chords Tens. Comp.

I - H 3066 - 422H - G 82 - 23


K - A 775 - 52K - B 377 - 3209B - J 200 0J - D 225 0

Webs Tens. Comp.

D - H 171 - 593H - E 2660 - 338E - G 225 - 1090



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

EN 14'3"8 Scissor Mono

WEIGHT =88.2

SEQ - 213474

TYPE SCIM

17'10"76"12

16'5"10

9"113'6"7

3"93"313'8"12 1'4"

14'3"8

10'1

"10

7"4

1'4"

10'4

"5

9'1"

101'

7"4

10'8

"14

18'2"12

8'1"2

RIGHT RAKE = 1'7"4

(a)

A

B

C

D

E

F

G

H

I

J

K

L

812

812

SS0708

H0510(**)

5X5

3X4

3X5

H0308

3X4

5X5

5X5

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / ENS 13'3"8 Scissor Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Lt Bearing Leg 2x6 SPF Stud:





(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 -0.10 12.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = ENS 13'3"8 Scissor Mono



A 906 / - / 190 / - / 169 / 3.5F 886 / 23 / 235 / - / - / 3.5Wind reactions based on MWFRSA Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings A & F are a rigid surface.


A - B 278 - 175B - C 561 - 2908

Chords Tens. Comp.

C - D 540 - 2956D - E 427 - 2757


I - H 2855 - 425H - G 2730 - 407

Chords Tens. Comp.

G - F 77 - 23


I - A 718 - 71I - B 364 - 2530B - H 195 0H - D 114 - 3

Webs Tens. Comp.

D - G 166 - 551G - E 2309 - 325E - F 148 - 854



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

ENS 13'3"8 Scissor Mono

WEIGHT =79.3

SEQ - 213211

TYPE SCIM

15'11"11

15'0"14

13'3"8

5"812'10"

13'3"8

9'5"

10

8"11

1'4"

8'4"

5

10'2

"5

18'2"12

8'9"2

LEFT RAKE = 6"10

(a)

A

B

C

D

E

F

G

H

I

812

812

3X5(**)

5X5

2X4

3X8

3X43X5

3X4

5X7

5X6

2X4

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / ENS 13'3"8 Scissor Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Lt Bearing Leg 2x6 SPF Stud:





(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 -0.10 12.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = ENS 13'3"8 Scissor Mono



A 906 / - / 190 / - / 169 / 3.5F 886 / 23 / 235 / - / - / 3.5Wind reactions based on MWFRSA Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings A & F are a rigid surface.


A - B 278 - 175B - C 561 - 2908

Chords Tens. Comp.

C - D 540 - 2956D - E 427 - 2757


I - H 2855 - 425H - G 2730 - 407

Chords Tens. Comp.

G - F 77 - 23


I - A 718 - 71I - B 364 - 2530B - H 195 0H - D 114 - 3

Webs Tens. Comp.

D - G 166 - 551G - E 2309 - 325E - F 148 - 854



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

ENS 13'3"8 Scissor Mono

WEIGHT =79.3

SEQ - 213211

TYPE SCIM

15'11"11

15'0"14

13'3"8

5"812'10"

13'3"8

9'5"

10

8"11

1'4"

8'4"

5

10'2

"5

18'2"12

8'9"2

LEFT RAKE = 6"10

(a)

A

B

C

D

E

F

G

H

I

812

812

3X5(**)

5X5

2X4

3X8

3X43X5

3X4

5X7

5X6

2X4

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / F1N 13'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2 2x4 SP 2850f-2.3E:Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Rt Bearing Leg 2x6 SPF Stud:



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 -0.46 13.00Apply 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 per IBC-09 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 1.50.


PLT TYP. WAVEDESC = F1N 13'11" Common



I 1062 / 23 / 206 / - / 91 / 3.5F 903 / 16 / 162 / - / - / 3.5Wind reactions based on MWFRSI Min Brg Width Req = 1.7F Min Brg Width Req = 1.5Bearing F is a rigid surface.Bearing I Fcperp = 565psi.


A - B 86 0B - C 87 - 117C - D 99 - 784

Chords Tens. Comp.

D - E 98 - 797E - F 201 0


I - H 652 - 44

Chords Tens. Comp.

H - G 662 - 43


B - I 123 - 344I - C 33 - 918C - H 94 - 181D - H 330 - 22

Webs Tens. Comp.

H - E 90 - 211E - G 75 - 1084F - G 897 - 29



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F1N 13'11" Common

WEIGHT =91.1

SEQ - 213476

TYPE COMN

9'11"98'4"6

6'11"8 6'11"8

13'5"85"8

1'4"

13'11"

11"141'6"

4

6"6

6'1"

15

17'2"14

18'2"12

LEFT RAKE = 1'7"4 RIGHT RAKE = 6"10

A

B

C

D

E

F

GHI

812

1.5X3

3X4

3X4

4X4

3X8

3X4

4X4

3X4

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / F1N 13'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2 2x4 SP 2850f-2.3E:Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Rt Bearing Leg 2x6 SPF Stud:



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 -0.46 13.00Apply 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



PLT TYP. WAVEDESC = F1N 13'11" Common



I 1062 / 23 / 206 / - / 91 / 3.5F 903 / 16 / 162 / - / - / 3.5Wind reactions based on MWFRSI Min Brg Width Req = 1.7F Min Brg Width Req = 1.5Bearing F is a rigid surface.Bearing I Fcperp = 565psi.


A - B 86 0B - C 87 - 117C - D 99 - 784

Chords Tens. Comp.

D - E 98 - 797E - F 201 0


I - H 652 - 44

Chords Tens. Comp.

H - G 662 - 43


B - I 123 - 344I - C 33 - 918C - H 94 - 181D - H 330 - 22

Webs Tens. Comp.

H - E 90 - 211E - G 75 - 1084F - G 897 - 29



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F1N 13'11" Common

WEIGHT =91.1

SEQ - 213476

TYPE COMN

9'11"98'4"6

6'11"8 6'11"8

13'5"85"8

1'4"

13'11"

11"141'6"

4

6"6

6'1"

15

17'2"14

18'2"12


A

B

C

D

E

F

GHI

812

1.5X3

3X4

3X4

4X4

3X8

3X4

4X4

3X4

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / F1 13'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = F1 13'11" Common



I 1072 / 23 / 208 / - / 91 / 3.5G 903 / 11 / 166 / - / - / 3.5Wind reactions based on MWFRSI Min Brg Width Req = 1.7G Min Brg Width Req = 1.5Bearings I & G Fcperp = 565psi.


A - B 86 0B - C 88 - 117C - D 99 - 799

Chords Tens. Comp.

D - E 100 - 802E - F 97 - 109


I - H 662 - 44

Chords Tens. Comp.

H - G 684 - 44


B - I 123 - 343I - C 33 - 933C - H 95 - 182D - H 349 - 27

Webs Tens. Comp.

H - E 96 - 223E - G 69 - 952F - G 37 - 161



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F1 13'11" Common

WEIGHT =89.9

SEQ - 213478

TYPE COMN

9'11"98'4"6

6'11"8 6'11"8

13'11"1'4"

1'6"

4

6'1"

15

17'2"14

LEFT RAKE = 1'7"4

A

B

C

D

E

F

GHI

812

1.5X3

3X4

3X4

4X4

3X8

3X4

1.5X3

3X4











I 1072 / 23 / 208 / - / 91 / 3.5G 903 / 11 / 166 / - / - / 3.5Wind reactions based on MWFRSI Min Brg Width Req = 1.7G Min Brg Width Req = 1.5Bearings I & G Fcperp = 565psi.


A - B 86 0B - C 88 - 117C - D 99 - 799

Chords Tens. Comp.

D - E 100 - 802E - F 97 - 109


I - H 662 - 44

Chords Tens. Comp.

H - G 684 - 44


B - I 123 - 343I - C 33 - 933C - H 95 - 182D - H 349 - 27

Webs Tens. Comp.

H - E 96 - 223E - G 69 - 952F - G 37 - 161



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F1 13'11" Common

WEIGHT =89.9

SEQ - 213478

TYPE COMN

9'11"98'4"6

6'11"8 6'11"8

13'11"1'4"

1'6"

4

6'1"

15

17'2"14

LEFT RAKE = 1'7"4

A

B

C

D

E

F

GHI

812

1.5X3

3X4

3X4

4X4

3X8

3X4

1.5X3

3X4











J 1065 / 23 / 207 / - / 101 / 3.5H 1065 / 23 / 207 / - / - / 3.5Wind reactions based on MWFRSJ Min Brg Width Req = 1.7H Min Brg Width Req = 1.7Bearings J & H Fcperp = 565psi.


A - B 86 0B - C 89 - 117C - D 100 - 789

Chords Tens. Comp.

D - E 100 - 789E - F 89 - 117F - G 86 0


J - I 655 - 20

Chords Tens. Comp.

I - H 655 - 18


B - J 123 - 343J - C 34 - 923C - I 95 - 195D - I 331 - 25

Webs Tens. Comp.

I - E 95 - 195E - H 34 - 923F - H 122 - 343



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F2 13'11" Common

WEIGHT =92.7

SEQ - 213480

TYPE COMN

9'11"9 9'11"9

6'11"8 6'11"8

13'11"1'4" 1'4"

1'6"

4

6'1"

15

17'2"14


A

B

C

D

E

F

G

HIJ

812

1.5X3

3X4

3X4

4X4

3X8

3X4

1.5X3

3X4











J 1065 / 23 / 207 / - / 101 / 3.5H 1065 / 23 / 207 / - / - / 3.5Wind reactions based on MWFRSJ Min Brg Width Req = 1.7H Min Brg Width Req = 1.7Bearings J & H Fcperp = 565psi.


A - B 86 0B - C 89 - 117C - D 100 - 789

Chords Tens. Comp.

D - E 100 - 789E - F 89 - 117F - G 86 0


J - I 655 - 20

Chords Tens. Comp.

I - H 655 - 18


B - J 123 - 343J - C 34 - 923C - I 95 - 195D - I 331 - 25

Webs Tens. Comp.

I - E 95 - 195E - H 34 - 923F - H 122 - 343



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F2 13'11" Common

WEIGHT =92.7

SEQ - 213480

TYPE COMN

9'11"9 9'11"9

6'11"8 6'11"8

13'11"1'4" 1'4"

1'6"

4

6'1"

15

17'2"14


A

B

C

D

E

F

G

HIJ

812

1.5X3

3X4

3X4

4X4

3X8

3X4

1.5X3

3X4

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / F2G 13'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud



See DWGS A10030050109, GBLLETIN0212, & GABRST050109 forgable wind bracing requirements.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 120 0.00 13.92Apply 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 liveload applied per IBC-09 section 1607.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 1.50.Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = F2G 13'11" Gable



T* 217 / 177 / 428 / - / 141 / 167Wind reactions based on MWFRST Min Brg Width Req = -Bearing T is a rigid surface.


A - B 126 0B - C 100 - 137C - D 129 - 104D - E 191 - 101E - F 261 - 138

Chords Tens. Comp.

F - G 261 - 138G - H 191 - 101H - I 128 - 104I - J 100 - 137J - K 126 0


T - S 66 - 62S - R 73 - 67R - Q 73 - 68Q - P 73 - 69

Chords Tens. Comp.

P - O 73 - 69O - N 74 - 69N - M 74 - 68M - L 78 - 74


T - B 159 - 446C - S 142 - 119D - R 97 - 335E - Q 101 - 457F - P 0 - 288

Gables Tens. Comp.

O - G 101 - 457N - H 98 - 335M - I 144 - 121J - L 156 - 446



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F2G 13'11" Gable

WEIGHT =93.1

SEQ - 213482

TYPE GABL

13'11"

9'11"9 9'11"9

6'11"8 6'11"8

13'11"1'4" 1'4"

1'6"

4

6'1"

15

17'2"14


A

B

C

D

E

F

G

H

I

J

K

LMNOPQRS

T

812

2X6

4X4

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / F2G 13'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud





Bottom chord checked for 10.00 psf non-concurrent bottom chord liveload applied per IBC-09 section 1607.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 1.50.Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = F2G 13'11" Gable



T* 217 / 177 / 428 / - / 141 / 167Wind reactions based on MWFRST Min Brg Width Req = -Bearing T is a rigid surface.


A - B 126 0B - C 100 - 137C - D 129 - 104D - E 191 - 101E - F 261 - 138

Chords Tens. Comp.

F - G 261 - 138G - H 191 - 101H - I 128 - 104I - J 100 - 137J - K 126 0


T - S 66 - 62S - R 73 - 67R - Q 73 - 68Q - P 73 - 69

Chords Tens. Comp.

P - O 73 - 69O - N 74 - 69N - M 74 - 68M - L 78 - 74


T - B 159 - 446C - S 142 - 119D - R 97 - 335E - Q 101 - 457F - P 0 - 288

Gables Tens. Comp.

O - G 101 - 457N - H 98 - 335M - I 144 - 121J - L 156 - 446



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

F2G 13'11" Gable

WEIGHT =93.1

SEQ - 213482

TYPE GABL

13'11"

9'11"9 9'11"9

6'11"8 6'11"8

13'11"1'4" 1'4"

1'6"

4

6'1"

15

17'2"14


A

B

C

D

E

F

G

H

I

J

K

LMNOPQRS

T

812

2X6

4X4

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / H2 12'3"8 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = H2 12'3"8 Common



B 958 / 20 / 196 / - / 92 / 3.5D 958 / 20 / 196 / - / - / 3.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = 1.5Bearings B & D Fcperp = 565psi.


A - B 86 0B - C 73 - 929

Chords Tens. Comp.

C - D 74 - 929D - E 86 0


B - F 624 0

Chords Tens. Comp.

F - D 624 0


C - F 271 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

H2 12'3"8 Common

WEIGHT =53.2

SEQ - 213484

TYPE COMN

8'11"14 8'11"14

6'1"12 6'1"12

12'3"81'4" 1'4"

6"4

4'7"

7

5'4"

1

18'2"14


A

B

C

D

EF

812

3X4(B1)

4X6(R1)

1.5X4

3X4(B1)











B 958 / 20 / 196 / - / 92 / 3.5D 958 / 20 / 196 / - / - / 3.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = 1.5Bearings B & D Fcperp = 565psi.


A - B 86 0B - C 73 - 929

Chords Tens. Comp.

C - D 74 - 929D - E 86 0


B - F 624 0

Chords Tens. Comp.

F - D 624 0


C - F 271 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

H2 12'3"8 Common

WEIGHT =53.2

SEQ - 213484

TYPE COMN

8'11"14 8'11"14

6'1"12 6'1"12

12'3"81'4" 1'4"

6"4

4'7"

7

5'4"

1

18'2"14


A

B

C

D

EF

812

3X4(B1)

4X6(R1)

1.5X4

3X4(B1)











A 804 / 9 / 152 / - / 65 / 3.5C 804 / 9 / 152 / - / - / 3.5Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C Fcperp = 565psi.


A - B 83 - 967

Chords Tens. Comp.

B - C 83 - 967


A - D 663 0

Chords Tens. Comp.

D - C 663 0


B - D 274 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 04/28/15

H1 12'3"8 Common

WEIGHT =47.6

SEQ - 106892

TYPE COMN

7'4"10 7'4"10

6'1"12 6'1"12

12'3"8

6"4

4'7"

7

18'2"14

A

B

C

D

812

3X4(B1)

4X6(R1)

1.5X4

3X4(B1)











A 804 / 9 / 152 / - / 65 / 3.5C 804 / 9 / 152 / - / - / 3.5Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C Fcperp = 565psi.


A - B 83 - 967

Chords Tens. Comp.

B - C 83 - 967


A - D 663 0

Chords Tens. Comp.

D - C 663 0


B - D 274 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 04/28/15

H1 12'3"8 Common

WEIGHT =47.6

SEQ - 106892

TYPE COMN

7'4"10 7'4"10

6'1"12 6'1"12

12'3"8

6"4

4'7"

7

18'2"14

A

B

C

D

812

3X4(B1)

4X6(R1)

1.5X4

3X4(B1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / IX 12'3"8 Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 55 plf at 0.00 to 55 plf at 6.15 TC- From 55 plf at 6.15 to 55 plf at 12.29 BC- From 10 plf at 0.00 to 10 plf at 12.29 BC- 480.21 lb Conc. Load at 0.48, 2.48, 4.48, 6.48 8.48,10.48 BC- 684.66 lb Conc. Load at 12.23


Wind loads and reactions based on MWFRS. 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 0.00 12.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Unbalanced snow loads have not been considered.

PLT TYP. WAVEDESC = IX 12'3"8 Common Girder



F 2002 / 270 / - / - / - / 3.5D 2368 / 545 / - / - / - / 3.5Wind reactions based on MWFRSF Min Brg Width Req = 1.9D Min Brg Width Req = 2.2Bearings F & D Fcperp = 565psi.


A - B 227 - 1695

Chords Tens. Comp.

B - C 227 - 1695


F - E 59 - 8

Chords Tens. Comp.

E - D 59 - 8


A - F 171 - 1272A - E 1307 - 175B - E 1396 - 184

Webs Tens. Comp.

E - C 1307 - 175C - D 171 - 1272



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 04/28/15

IX 12'3"8 Common Girder

WEIGHT =77.7

SEQ - 213175

TYPE COMN

7'4"10 7'4"10

6'1"12 6'1"12

12'3"8

1'6"

4

5'7"

7

17'2"14

A

B

C

DEF

812

3X6

2X6

5X5(R1)

6X8

3X6

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / IX 12'3"8 Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 55 plf at 0.00 to 55 plf at 6.15 TC- From 55 plf at 6.15 to 55 plf at 12.29 BC- From 10 plf at 0.00 to 10 plf at 12.29 BC- 480.21 lb Conc. Load at 0.48, 2.48, 4.48, 6.48 8.48,10.48 BC- 684.66 lb Conc. Load at 12.23


Wind loads and reactions based on MWFRS. 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 0.00 12.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = IX 12'3"8 Common Girder



F 2002 / 270 / - / - / - / 3.5D 2368 / 545 / - / - / - / 3.5Wind reactions based on MWFRSF Min Brg Width Req = 1.9D Min Brg Width Req = 2.2Bearings F & D Fcperp = 565psi.


A - B 227 - 1695

Chords Tens. Comp.

B - C 227 - 1695


F - E 59 - 8

Chords Tens. Comp.

E - D 59 - 8


A - F 171 - 1272A - E 1307 - 175B - E 1396 - 184

Webs Tens. Comp.

E - C 1307 - 175C - D 171 - 1272



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 04/28/15

IX 12'3"8 Common Girder

WEIGHT =77.7

SEQ - 213175

TYPE COMN

7'4"10 7'4"10

6'1"12 6'1"12

12'3"8

1'6"

4

5'7"

7

17'2"14

A

B

C

DEF

812

3X6

2X6

5X5(R1)

6X8

3X6

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / HG 6'10"8 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.End verticals not exposed to wind pressure. Truss spaced at 24.0" OC designed to support 1-4-0 top chord

outlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.






Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = HG 6'10"8 Gable



L* 248 / 394 / 239 / - / 89 / 82.5Wind reactions based on MWFRSL Min Brg Width Req = -Bearing L Fcperp = 565psi.


A - B 121 0B - C 118 - 97C - D 185 - 111

Chords Tens. Comp.

D - E 185 - 110E - F 115 - 98F - G 121 0


L - K 41 - 43K - J 44 - 45

Chords Tens. Comp.

J - I 44 - 45I - H 45 - 47


B - L 196 - 393D - J 0 - 314

Webs Tens. Comp.

F - H 193 - 395


C - K 97 - 254

Gables Tens. Comp.

I - E 101 - 259



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

HG 6'10"8 Gable

WEIGHT =45.8

SEQ - 213486

TYPE GABL

6'10"8

5'8"8 5'9"2

3'5" 3'5"8

6'10"81'4" 1'4"

2'4"

1

2'3"

12

4'7"

7

18'2"14


A

B

C

D

E

F

G

HIJK

L

812

1.5X4

2X6

4X4

1.5X4

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / HG 6'10"8 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.End verticals not exposed to wind pressure. Truss spaced at 24.0" OC designed to support 1-4-0 top chord

outlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.






Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = HG 6'10"8 Gable



L* 248 / 394 / 239 / - / 89 / 82.5Wind reactions based on MWFRSL Min Brg Width Req = -Bearing L Fcperp = 565psi.


A - B 121 0B - C 118 - 97C - D 185 - 111

Chords Tens. Comp.

D - E 185 - 110E - F 115 - 98F - G 121 0


L - K 41 - 43K - J 44 - 45

Chords Tens. Comp.

J - I 44 - 45I - H 45 - 47


B - L 196 - 393D - J 0 - 314

Webs Tens. Comp.

F - H 193 - 395


C - K 97 - 254

Gables Tens. Comp.

I - E 101 - 259



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

HG 6'10"8 Gable

WEIGHT =45.8

SEQ - 213486

TYPE GABL

6'10"8

5'8"8 5'9"2

3'5" 3'5"8

6'10"81'4" 1'4"

2'4"

1

2'3"

12

4'7"

7

18'2"14


A

B

C

D

E

F

G

HIJK

L

812

1.5X4

2X6

4X4

1.5X4

2X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / D 8'3"8 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Lt Stub Wedge 2x4 SPF Stud::Rt Stub Wedge 2x4 SPF Stud:



In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 99 0.00 8.29Apply 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



PLT TYP. WAVEDESC = D 8'3"8 Common



A 542 / - / 102 / - / 41 / 3.5C 542 / - / 102 / - / - / 3.5Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C Fcperp = 565psi.


A - B 65 - 646

Chords Tens. Comp.

B - C 65 - 646


A - D 430 - 5

Chords Tens. Comp.

D - C 430 - 5


B - D 178 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

D 8'3"8 Common

WEIGHT =37.6

SEQ - 213217

TYPE COMN

4'11"13 4'11"13

4'1"12 4'1"12

8'3"8

8"

3'5"

3

8'9"2

A

B

C

D

812

2X8(G1)

4X4

1.5X3

2X8(G1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / D 8'3"8 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Lt Stub Wedge 2x4 SPF Stud::Rt Stub Wedge 2x4 SPF Stud:



In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 99 0.00 8.29Apply 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



PLT TYP. WAVEDESC = D 8'3"8 Common



A 542 / - / 102 / - / 41 / 3.5C 542 / - / 102 / - / - / 3.5Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C Fcperp = 565psi.


A - B 65 - 646

Chords Tens. Comp.

B - C 65 - 646


A - D 430 - 5

Chords Tens. Comp.

D - C 430 - 5


B - D 178 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

D 8'3"8 Common

WEIGHT =37.6

SEQ - 213217

TYPE COMN

4'11"13 4'11"13

4'1"12 4'1"12

8'3"8

8"

3'5"

3

8'9"2

A

B

C

D

812

2X8(G1)

4X4

1.5X3

2X8(G1)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / DG 8'3"8 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Lt Stub Wedge 2x4 SPF Stud::Rt Stub Wedge 2x4 SPF Stud:



See DWGS A10015050109, GBLLETIN0212, & GABRST050109 forgable wind bracing requirements.





PLT TYP. WAVEDESC = DG 8'3"8 Gable



B 973 / 174 / 180 / - / 93 / 3.5F 973 / 174 / 180 / - / - / 3.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings B & F Fcperp = 565psi.


A - B 109 0B - C 88 - 801C - D 147 - 692

Chords Tens. Comp.

D - E 147 - 692E - F 88 - 801F - G 109 0


B - J 540 0J - I 526 0

Chords Tens. Comp.

I - H 526 0H - F 540 0


C - J 81 - 185D - I 234 - 46

Gables Tens. Comp.

H - E 81 - 185



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

DG 8'3"8 Gable

WEIGHT =46.0

SEQ - 213488

TYPE GABL

6'7" 6'7"

4'1"12 4'1"12

8'3"81'4" 1'4"

8"

3'5"

3

4'0"

1

8'9"2


A

B

C

D

E

F

GHIJ

812

3X8(G7)

4X4

1.5X4

3X8(G7)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / DG 8'3"8 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Lt Stub Wedge 2x4 SPF Stud::Rt Stub Wedge 2x4 SPF Stud:








PLT TYP. WAVEDESC = DG 8'3"8 Gable



B 973 / 174 / 180 / - / 93 / 3.5F 973 / 174 / 180 / - / - / 3.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings B & F Fcperp = 565psi.


A - B 109 0B - C 88 - 801C - D 147 - 692

Chords Tens. Comp.

D - E 147 - 692E - F 88 - 801F - G 109 0


B - J 540 0J - I 526 0

Chords Tens. Comp.

I - H 526 0H - F 540 0


C - J 81 - 185D - I 234 - 46

Gables Tens. Comp.

H - E 81 - 185



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

DG 8'3"8 Gable

WEIGHT =46.0

SEQ - 213488

TYPE GABL

6'7" 6'7"

4'1"12 4'1"12

8'3"81'4" 1'4"

8"

3'5"

3

4'0"

1

8'9"2


A

B

C

D

E

F

GHIJ

812

3X8(G7)

4X4

1.5X4

3X8(G7)

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / G 6'4" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud



Right end vertical not exposed to wind pressure.

(J) Hanger Support Required, by others





PLT TYP. WAVEDESC = G 6'4" Common



G 581 / - / 116 / - / 127 / 3.5F 474 / 77 / 130 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 86 0B - C 85 - 102

Chords Tens. Comp.

C - D 91 - 119D - E 0 - 40


G - F 192 - 103


B - G 129 - 321G - C 21 - 265

Webs Tens. Comp.

C - F 140 - 261D - F 93 - 236



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

G 6'4" Common

WEIGHT =49.1

SEQ - 213490

TYPE COMN

9'11"9

6'4"1'4"7"8

1'6"

4

5'8"

15

6'1"

15

17'2"14

LEFT RAKE = 1'7"4 RIGHT RAKE = 9"

A

B

C

D

E

FG

812

1.5X3

3X4

3X4

1.5X3

3X5

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / G 6'4" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud




(J) Hanger Support Required, by others





PLT TYP. WAVEDESC = G 6'4" Common



G 581 / - / 116 / - / 127 / 3.5F 474 / 77 / 130 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 86 0B - C 85 - 102

Chords Tens. Comp.

C - D 91 - 119D - E 0 - 40


G - F 192 - 103


B - G 129 - 321G - C 21 - 265

Webs Tens. Comp.

C - F 140 - 261D - F 93 - 236



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

G 6'4" Common

WEIGHT =49.1

SEQ - 213490

TYPE COMN

9'11"9

6'4"1'4"7"8

1'6"

4

5'8"

15

6'1"

15

17'2"14


A

B

C

D

E

FG

812

1.5X3

3X4

3X4

1.5X3

3X5

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / GG 6'4" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.

Right end vertical not exposed to wind pressure.Truss spaced at 24.0" OC designed to support 1-4-0 top chordoutlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.


(J) Hanger Support Required, by others In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 76 0.00 6.33Apply 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 liveload applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 1.50.Unbalanced snow loads have not been considered.

PLT TYP. WAVEDESC = GG 6'4" Gable



J 818 / 35 / 146 / - / 351 / 3.5G 676 / 327 / 166 / - / - / -Wind reactions based on MWFRSJ Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing J Fcperp = 565psi.


A - B 121 0B - C 149 - 138C - D 19 - 154

Chords Tens. Comp.

D - E 121 - 101E - F 0 - 57


J - I 290 - 179I - H 297 - 179

Chords Tens. Comp.

H - G 297 - 179


B - J 235 - 462J - K 0 - 442K - C 12 - 391

Webs Tens. Comp.

C - L 229 - 360M - G 250 - 429E - G 152 - 320


K - I 77 0L - D 82 - 113

Gables Tens. Comp.

H - M 87 - 16



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

GG 6'4" Gable

WEIGHT =59.9

SEQ - 213492

TYPE GABL

9'11"9

6'4"1'4"7"8

1'6"

4

5'8"

15

6'1"

15

17'2"14


A

B

C

D

E

F

GHIJ

K LM

812

2X4

3X4

3X4

1.5X4

3X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / GG 6'4" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.

Right end vertical not exposed to wind pressure.Truss spaced at 24.0" OC designed to support 1-4-0 top chordoutlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.


(J) Hanger Support Required, by others In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 76 0.00 6.33Apply 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 liveload applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 1.50.Unbalanced snow loads have not been considered.

PLT TYP. WAVEDESC = GG 6'4" Gable



J 818 / 35 / 146 / - / 351 / 3.5G 676 / 327 / 166 / - / - / -Wind reactions based on MWFRSJ Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing J Fcperp = 565psi.


A - B 121 0B - C 149 - 138C - D 19 - 154

Chords Tens. Comp.

D - E 121 - 101E - F 0 - 57


J - I 290 - 179I - H 297 - 179

Chords Tens. Comp.

H - G 297 - 179


B - J 235 - 462J - K 0 - 442K - C 12 - 391

Webs Tens. Comp.

C - L 229 - 360M - G 250 - 429E - G 152 - 320


K - I 77 0L - D 82 - 113

Gables Tens. Comp.

H - M 87 - 16



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

GG 6'4" Gable

WEIGHT =59.9

SEQ - 213492

TYPE GABL

9'11"9

6'4"1'4"7"8

1'6"

4

5'8"

15

6'1"

15

17'2"14


A

B

C

D

E

F

GHIJ

K LM

812

2X4

3X4

3X4

1.5X4

3X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / C 6' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Rt Bearing Leg 2x4 SPF Stud:

All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.



End verticals not exposed to wind pressure.

Truss spaced at 24.0" OC designed to support 1-4-0 top chordoutlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.





Unbalanced snow loads have not been considered. Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = C 6' Gable



J* 186 / 2066 / 521 / - / 300 / 68.5F 210 / 279 / 1769 / - / - / 3.5Wind reactions based on MWFRSJ Min Brg Width Req = -F Min Brg Width Req = 3.5Bearings J & F Fcperp = 565psi.


A - B 0 - 112B - C 91 - 126

Chords Tens. Comp.

C - D 68 - 167D - E 54 - 305


J - I 15 - 12I - H 19 - 29

Chords Tens. Comp.

H - G 25 - 81


F - G 1543 - 260E - F 622 - 111

Webs Tens. Comp.

E - F 224 - 1443


J - B 216 - 389I - C 72 - 277

Gables Tens. Comp.

H - D 305 - 309



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

C 6' Gable

WEIGHT =46.1

SEQ - 213273

TYPE GABL

6'

8'4"15

6'

5'8"83"8

1'

8"

6'

1'4"

6'8"

8'1"2

8'9"2


A

B

C

D

E

F

GHI

J

812

2X6

4X4

2X4(**)

4X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / C 6' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:Rt Bearing Leg 2x4 SPF Stud:

All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.



End verticals not exposed to wind pressure.

Truss spaced at 24.0" OC designed to support 1-4-0 top chordoutlookers. Cladding load shall not exceed 2.00 PSF. Top chord mustnot be cut or notched.





Unbalanced snow loads have not been considered. Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = C 6' Gable



J* 186 / 2066 / 521 / - / 300 / 68.5F 210 / 279 / 1769 / - / - / 3.5Wind reactions based on MWFRSJ Min Brg Width Req = -F Min Brg Width Req = 3.5Bearings J & F Fcperp = 565psi.


A - B 0 - 112B - C 91 - 126

Chords Tens. Comp.

C - D 68 - 167D - E 54 - 305


J - I 15 - 12I - H 19 - 29

Chords Tens. Comp.

H - G 25 - 81


F - G 1543 - 260E - F 622 - 111

Webs Tens. Comp.

E - F 224 - 1443


J - B 216 - 389I - C 72 - 277

Gables Tens. Comp.

H - D 305 - 309



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

C 6' Gable

WEIGHT =46.1

SEQ - 213273

TYPE GABL

6'

8'4"15

6'

5'8"83"8

1'

8"

6'

1'4"

6'8"

8'1"2

8'9"2


A

B

C

D

E

F

GHI

J

812

2X6

4X4

2X4(**)

4X6

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / B1 3'11"8 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud








PLT TYP. WAVEDESC = B1 3'11"8 Mono



B 382 / - / 84 / - / 63 / 5.5E 275 / 27 / 62 / - / - / -Wind reactions based on MWFRSB Min Brg Width Req = 1.5E Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 86 0B - C 77 - 85

Chords Tens. Comp.

C - D 0 - 64


B - E 2 0


E - C 114 - 253



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

B1 3'11"8 Mono

WEIGHT =16.8

SEQ - 213494

TYPE MONO

2'11"8

6'4"5

2'11"91'4"11"15

4"7

2'4"

33'0"

2

3'10

"9

8'1"2


A

B

C

D

E

812

3X4(A1)

1.5X4

1.5X3

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / B1 3'11"8 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud








PLT TYP. WAVEDESC = B1 3'11"8 Mono



B 382 / - / 84 / - / 63 / 5.5E 275 / 27 / 62 / - / - / -Wind reactions based on MWFRSB Min Brg Width Req = 1.5E Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 86 0B - C 77 - 85

Chords Tens. Comp.

C - D 0 - 64


B - E 2 0


E - C 114 - 253



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

B1 3'11"8 Mono

WEIGHT =16.8

SEQ - 213494

TYPE MONO

2'11"8

6'4"5

2'11"91'4"11"15

4"7

2'4"

33'0"

2

3'10

"9

8'1"2


A

B

C

D

E

812

3X4(A1)

1.5X4

1.5X3

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / B2 2'11"8 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud








PLT TYP. WAVEDESC = B2 2'11"8 Common



B 402 / - / 92 / - / 51 / 5.5D 139 / 6 / 36 / - / - / -Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 86 0

Chords Tens. Comp.

B - C 60 - 102


B - D 3 - 1


C - D 41 - 114



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

B2 2'11"8 Common

WEIGHT =15.4

SEQ - 213496

TYPE COMN

5'1"14

2'11"81'4"

4"7

2'4"

2

3'2"

9

8'1"2

LEFT RAKE = 1'7"4

A

B

C

D

812

3X4(A1)

1.5X3

1.5X3

Job:(85661) / -KEENE LUMBER CO /MARK AND KATHY JOHNSON RF / B2 2'11"8 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud








PLT TYP. WAVEDESC = B2 2'11"8 Common



B 402 / - / 92 / - / 51 / 5.5D 139 / 6 / 36 / - / - / -Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 86 0

Chords Tens. Comp.

B - C 60 - 102


B - D 3 - 1


C - D 41 - 114



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 85661DATE - 05/04/15

B2 2'11"8 Common

WEIGHT =15.4

SEQ - 213496

TYPE COMN

5'1"14

2'11"81'4"

4"7

2'4"

2

3'2"

9

8'1"2

LEFT RAKE = 1'7"4

A

B

C

D

812

3X4(A1)

1.5X3

1.5X3

johnson 24 o.c. - letherer · job:(85661) / -keene lumber co /mark and kathy johnson rf / a...

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