Job:(98463) / -STANDALE LUMBER /KONING / R 36 ...Job:(98463) / -STANDALE LUMBER /KONING / R 36' Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout

7/12

7/12

8/12 8/12

4/12

4/12

7/12

7/12 7/12

7/12

8/12 8/

12

7/127'

36'

43'

4' 38' 4'

12' 26'

28'

15'

4' 12' 14' 12' 4' 12' 26'84'

13'

16'3

"8

1'

14'

12'2'

6'

lsl columnby others

lsl columnby others

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JOB NO:

98463

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Job:(98463) / -STANDALE LUMBER /KONING / R 36' 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 :W1, W6 2x6 SP 2700f-2.0E::W3, W7 2x4 SPF #1/#2: :W4, W8 2x4 SPF 2100f-1.8E: :W5 2x4 SPF #3::W13 2x6 SPF 1650f-1.5E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 76 plf at -2.00 to 76 plf at 16.18 TC- From 76 plf at 16.18 to 76 plf at 22.10 TC- From 76 plf at 22.10 to 76 plf at 36.00 BC- From 5 plf at -2.00 to 5 plf at 0.00 BC- From 627 plf at 0.00 to 627 plf at 18.83 BC- From 667 plf at 18.83 to 667 plf at 21.83 BC- From 627 plf at 21.83 to 627 plf at 36.00

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 16.292' 2 12" 29 Rigid SurfaceBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.

115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK 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&Cmember design.

Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

PLT TYP. WAVEDESC = R 36' Common Girder

DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20

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

U 4308 / - / 3856 / - / 145 / 6.0Q 16189 / - / 14468/ - / - / 3.5V 5581 / - / 5019 / - / - / 6.0Wind reactions based on MWFRSU Min Brg Width Req = 2.3Q Min Brg Width Req = -V Min Brg Width Req = 2.9Bearing Q is a rigid surface.Bearings U & V Fcperp = 565psi.

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

A - B 41 - 3B - C 4 - 1925C - D 10 - 358D - E 17 - 313E - F 1493 0

Chords Tens. Comp.

F - G 1240 0G - H 54 - 608H - I 46 - 1770I - J 44 - 1864J - K 28 - 2398

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

B - T 1620 - 23T - S 1556 - 24S - R 1556 - 24R - Q 195 - 40Q - P 877 0

Chords Tens. Comp.

P - O 1507 0O - N 1507 0N - M 2009 - 3M - L 49 - 7

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

T - C 1561 0C - R 44 - 1621R - E 2393 0E - Q 60 - 2331F - Q 47 - 890

Webs Tens. Comp.

P - H 55 - 1938H - N 2002 0N - J 38 - 670J - M 670 - 6M - K 2121 0

**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 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

R 36' Common Girder

WEIGHT =701.2

SEQ - 337578

TYPE COMN

2 Complete Trusses Required

BL1 9'1"2

LEFT JIG = 19'3"2 RIGHT JIG = 17'3"5

A

B

C

D

E

F G

HI

J

K

LMNOPQRSTU V

712

4X6(B1)

H0514

4X6

3X5

10X106X12(R)

6X8

5X5

4X10

5X8(R)

7X8 10X10

5X8

8X10

3X5

3X4

6X12

5X6

3X5

16'5"4 19'6"12

16'2"3 5'11" 13'10"13

36'2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / R 36' 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 :W1, W6 2x6 SP 2700f-2.0E::W3, W7 2x4 SPF #1/#2: :W4, W8 2x4 SPF 2100f-1.8E: :W5 2x4 SPF #3::W13 2x6 SPF 1650f-1.5E:






Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.




U 4308 / - / 3856 / - / 145 / 6.0Q 16189 / - / 14468/ - / - / 3.5V 5581 / - / 5019 / - / - / 6.0Wind reactions based on MWFRSU Min Brg Width Req = 2.3Q Min Brg Width Req = -V Min Brg Width Req = 2.9Bearing Q is a rigid surface.Bearings U & V Fcperp = 565psi.


A - B 41 - 3B - C 4 - 1925C - D 10 - 358D - E 17 - 313E - F 1493 0

Chords Tens. Comp.

F - G 1240 0G - H 54 - 608H - I 46 - 1770I - J 44 - 1864J - K 28 - 2398


B - T 1620 - 23T - S 1556 - 24S - R 1556 - 24R - Q 195 - 40Q - P 877 0

Chords Tens. Comp.

P - O 1507 0O - N 1507 0N - M 2009 - 3M - L 49 - 7


T - C 1561 0C - R 44 - 1621R - E 2393 0E - Q 60 - 2331F - Q 47 - 890

Webs Tens. Comp.

P - H 55 - 1938H - N 2002 0N - J 38 - 670J - M 670 - 6M - K 2121 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

R 36' Common Girder

WEIGHT =701.2

SEQ - 337578

TYPE COMN


BL1 9'1"2


A

B

C

D

E

F G

HI

J

K

LMNOPQRSTU V

712

4X6(B1)

H0514

4X6

3X5

10X106X12(R)

6X8

5X5

4X10

5X8(R)

7X8 10X10

5X8

8X10

3X5

3X4

6X12

5X6

3X5

16'5"4 19'6"12

16'2"3 5'11" 13'10"13

36'2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / R 36' 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) TC 24 16.22 22.06 BC 120 0.15 36.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Q - G 48 - 3208G - P 2835 - 9

K - L 28 - 2015



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

R 36' Common Girder

WEIGHT =701.2

SEQ - 337578

TYPE COMN

Job:(98463) / -STANDALE LUMBER /KONING / L 36' 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 :W1, W6 2x6 SP 2700f-2.0E::W3, W5 2x4 SPF #1/#2: :W4 2x4 SPF 2100f-1.8E: :W7 2x4 SPF #3::W8 2x4 SP 2850f-2.3E: :W13 2x6 SPF 1650f-1.5E::Lt Wedge 2x4 SPF Stud:






Right end vertical not exposed to wind pressure. (a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 2.00.

PLT TYP. WAVEDESC = L 36' Common Girder



U 6933 / - / 6205 / - / 145 / 6.0P 16979 / - / 15123/ - / - / 3.5V 2280 / - / 1999 / - / - / 6.0Wind reactions based on MWFRSU Min Brg Width Req = 3.6P Min Brg Width Req = -V Min Brg Width Req = 1.5Bearing P is a rigid surface.Bearings U & V Fcperp = 565psi.


A - B 41 - 3B - C 30 - 4008C - D 40 - 2758D - E 47 - 2685E - F 56 - 1035

Chords Tens. Comp.

F - G 1452 0G - H 1831 0H - I 808 0I - J 803 - 4J - K 12 - 484


B - T 3412 - 15T - S 3363 - 16S - R 3363 - 16R - Q 2244 0Q - P 794 - 14

Chords Tens. Comp.

P - O 54 - 731O - N 54 - 731N - M 322 - 1M - L 30 - 7


T - C 1254 0C - R 39 - 1272R - E 2513 0E - Q 67 - 2445Q - F 3613 - 14

Webs Tens. Comp.

P - H 66 - 1731H - N 1730 - 4N - J 45 - 1320J - M 1343 0M - K 381 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

L 36' Common Girder

WEIGHT =704.0

SEQ - 337584

TYPE COMN


BL1

(a)

9'1"2


A

B

C

D

E

F G

HI

J

K

LMNOPQRSTU V

712

4X10(B8R)

4X14

3X6

3X5

10X106X16(R)

6X8

H0710(R)

SS07085X5

4X12 10X10

4X8

5X6

3X5

4X6

6X12(R)

3X4(R)

5X7

22'10"4 13'1"12

16'2"3 5'11" 13'10"13

36'2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / L 36' 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 :W1, W6 2x6 SP 2700f-2.0E::W3, W5 2x4 SPF #1/#2: :W4 2x4 SPF 2100f-1.8E: :W7 2x4 SPF #3::W8 2x4 SP 2850f-2.3E: :W13 2x6 SPF 1650f-1.5E::Lt Wedge 2x4 SPF Stud:






Right end vertical not exposed to wind pressure. (a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 2.00.




U 6933 / - / 6205 / - / 145 / 6.0P 16979 / - / 15123/ - / - / 3.5V 2280 / - / 1999 / - / - / 6.0Wind reactions based on MWFRSU Min Brg Width Req = 3.6P Min Brg Width Req = -V Min Brg Width Req = 1.5Bearing P is a rigid surface.Bearings U & V Fcperp = 565psi.


A - B 41 - 3B - C 30 - 4008C - D 40 - 2758D - E 47 - 2685E - F 56 - 1035

Chords Tens. Comp.

F - G 1452 0G - H 1831 0H - I 808 0I - J 803 - 4J - K 12 - 484


B - T 3412 - 15T - S 3363 - 16S - R 3363 - 16R - Q 2244 0Q - P 794 - 14

Chords Tens. Comp.

P - O 54 - 731O - N 54 - 731N - M 322 - 1M - L 30 - 7


T - C 1254 0C - R 39 - 1272R - E 2513 0E - Q 67 - 2445Q - F 3613 - 14

Webs Tens. Comp.

P - H 66 - 1731H - N 1730 - 4N - J 45 - 1320J - M 1343 0M - K 381 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

L 36' Common Girder

WEIGHT =704.0

SEQ - 337584

TYPE COMN


BL1

(a)

9'1"2


A

B

C

D

E

F G

HI

J

K

LMNOPQRSTU V

712

4X10(B8R)

4X14

3X6

3X5

10X106X16(R)

6X8

H0710(R)

SS07085X5

4X12 10X10

4X8

5X6

3X5

4X6

6X12(R)

3X4(R)

5X7

22'10"4 13'1"12

16'2"3 5'11" 13'10"13

36'2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / L 36' 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) TC 24 16.22 22.06 BC 120 0.15 36.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



F - P 48 - 3976G - P 44 - 1050

K - L 5 - 435



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

L 36' Common Girder

WEIGHT =704.0

SEQ - 337584

TYPE COMN

Job:(98463) / -STANDALE LUMBER /KONING / LR 36' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T1 2x4 SPF 2100f-1.8E:Bot chord 2x4 SPF 1650f-1.5E :B3 2x4 SPF #1/#2: Webs 2x4 SPF #3 :W1, W2, W8, W9 2x4 SPF Stud::W10 2x6 SPF 1650f-1.5E::Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 1.990'



Right end vertical not exposed to wind pressure.

(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. 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) TC 24 16.22 22.06 BC 120 0.00 36.00Apply 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 chordlive load applied per IBC-15 section 1607.

Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

Truss designed for unbalanced snow load based on Pg=35.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = LR 36' Common



B 2292 / - / 774 / - / 145 / 6.0S 2180 / - / 687 / - / - / 6.0Wind reactions based on MWFRSB Min Brg Width Req = 3.6S Min Brg Width Req = 3.4Bearings B & S Fcperp = 565psi.


A - B 73 0B - C 244 - 3352C - D 228 - 3258D - E 241 - 3110E - F 247 - 2881

Chords Tens. Comp.

F - G 269 - 2459G - H 262 - 1866H - I 258 - 2322I - J 229 - 2375J - K 193 - 2637


B - R 2654 - 176R - Q 2479 - 115Q - P 2479 - 115P - O 1958 - 34

Chords Tens. Comp.

O - N 2184 - 103N - M 2184 - 103M - L 115 - 20


D - R 116 - 112R - F 308 0F - P 132 - 832P - G 973 - 22G - O 112 - 394

Webs Tens. Comp.

O - H 621 0O - J 96 - 428J - M 116 - 387M - K 2144 - 83K - L 168 - 2122



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

LR 36' Common

WEIGHT =228.8

SEQ - 337556

TYPE COMN

(a)

(a)

(a)

9'1"2


A

BC

D

E

F

G H

IJ

K

LMNOPQR S

712

3X5(E3)3X10(E3)

3X5

1.5X3

3X4

3X53X4

H0308 4X4

5X6

3X8

5X5

3X5

3X53X4

H0310

4X10

3X8

16'2"3 5'11" 13'10"13

36'2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / LR 36' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T1 2x4 SPF 2100f-1.8E:Bot chord 2x4 SPF 1650f-1.5E :B3 2x4 SPF #1/#2: Webs 2x4 SPF #3 :W1, W2, W8, W9 2x4 SPF Stud::W10 2x6 SPF 1650f-1.5E::Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 1.990'










PLT TYP. WAVEDESC = LR 36' Common



B 2292 / - / 774 / - / 145 / 6.0S 2180 / - / 687 / - / - / 6.0Wind reactions based on MWFRSB Min Brg Width Req = 3.6S Min Brg Width Req = 3.4Bearings B & S Fcperp = 565psi.


A - B 73 0B - C 244 - 3352C - D 228 - 3258D - E 241 - 3110E - F 247 - 2881

Chords Tens. Comp.

F - G 269 - 2459G - H 262 - 1866H - I 258 - 2322I - J 229 - 2375J - K 193 - 2637


B - R 2654 - 176R - Q 2479 - 115Q - P 2479 - 115P - O 1958 - 34

Chords Tens. Comp.

O - N 2184 - 103N - M 2184 - 103M - L 115 - 20


D - R 116 - 112R - F 308 0F - P 132 - 832P - G 973 - 22G - O 112 - 394

Webs Tens. Comp.

O - H 621 0O - J 96 - 428J - M 116 - 387M - K 2144 - 83K - L 168 - 2122



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

LR 36' Common

WEIGHT =228.8

SEQ - 337556

TYPE COMN

(a)

(a)

(a)

9'1"2


A

BC

D

E

F

G H

IJ

K

LMNOPQR S

712

3X5(E3)3X10(E3)

3X5

1.5X3

3X4

3X53X4

H0308 4X4

5X6

3X8

5X5

3X5

3X53X4

H0310

4X10

3X8

16'2"3 5'11" 13'10"13

36'2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / LRG 36' 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:C7, C8, C9, C10, C11, C12, C13 2x4 SPF #3:

All plates are 1.5X3 except as noted. 115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK 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.

Right end vertical not exposed to wind pressure.Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.

See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.






Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = LRG 36' Gable


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

AU 510 / 105 / 253 / - / 202 / 6.0AV*145 / 2 / 47 / - / - / 426Wind reactions based on MWFRSAU Min Brg Width Req = 1.5AU Min Brg Width Req = -Bearings AU & AU Fcperp = 565psi.


A - B 115 0B - C 165 - 221C - D 161 - 162D - E 165 - 156E - F 164 - 141F - G 164 - 129G - H 208 - 116H - I 215 - 107I - J 267 - 104J - K 330 - 93K - L 328 - 72L - M 321 - 59

Chords Tens. Comp.

M - N 321 - 59N - O 321 - 59O - P 321 - 59P - Q 328 - 69Q - R 330 - 64R - S 267 - 60S - T 215 - 25T - U 210 - 63U - V 163 - 66V - W 111 - 62W - X 70 - 52X - Y 51 - 48


AU-AT 30 - 32AT-AS 28 - 26AS-AR 27 - 27AR-AQ 26 - 27AQ-AP 26 - 27AP-AO 25 - 27AO-AN 25 - 28AN-AM 25 - 28AM-AL 25 - 28AL-AK 24 - 28

Chords Tens. Comp.

AJ-AI 24 - 28AI-AH 24 - 28AH-AG 24 - 27AG-AF 24 - 27AF-AE 24 - 27AE-AD 24 - 26AD-AC 24 - 25AC-AB 23 - 24AB-AA 23 - 23AA- Z 21 - 20



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

LRG 36' Gable

WEIGHT =282.4

SEQ - 337566

TYPE GABL

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

(a)

9'1"2


A

BC

D

E

F

G H

I

J

KL M N O P

Q

R

ST

U

V

W

XY

ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT

AU AV

712

2X6

3X5

3X5

3X53X5

3X5

3X5

36'

16'2"3 5'11" 13'10"13

2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / LRG 36' 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:C7, C8, C9, C10, C11, C12, C13 2x4 SPF #3:


member design.

Right end vertical not exposed to wind pressure.Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.











AU 510 / 105 / 253 / - / 202 / 6.0AV*145 / 2 / 47 / - / - / 426Wind reactions based on MWFRSAU Min Brg Width Req = 1.5AU Min Brg Width Req = -Bearings AU & AU Fcperp = 565psi.


A - B 115 0B - C 165 - 221C - D 161 - 162D - E 165 - 156E - F 164 - 141F - G 164 - 129G - H 208 - 116H - I 215 - 107I - J 267 - 104J - K 330 - 93K - L 328 - 72L - M 321 - 59

Chords Tens. Comp.

M - N 321 - 59N - O 321 - 59O - P 321 - 59P - Q 328 - 69Q - R 330 - 64R - S 267 - 60S - T 215 - 25T - U 210 - 63U - V 163 - 66V - W 111 - 62W - X 70 - 52X - Y 51 - 48


AU-AT 30 - 32AT-AS 28 - 26AS-AR 27 - 27AR-AQ 26 - 27AQ-AP 26 - 27AP-AO 25 - 27AO-AN 25 - 28AN-AM 25 - 28AM-AL 25 - 28AL-AK 24 - 28

Chords Tens. Comp.

AJ-AI 24 - 28AI-AH 24 - 28AH-AG 24 - 27AG-AF 24 - 27AF-AE 24 - 27AE-AD 24 - 26AD-AC 24 - 25AC-AB 23 - 24AB-AA 23 - 23AA- Z 21 - 20



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

LRG 36' Gable

WEIGHT =282.4

SEQ - 337566

TYPE GABL

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

(a)

9'1"2


A

BC

D

E

F

G H

I

J

KL M N O P

Q

R

ST

U

V

W

XY

ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT

AU AV

712

2X6

3X5

3X5

3X53X5

3X5

3X5

36'

16'2"3 5'11" 13'10"13

2'

1'

2'4"

10'5

"5

10'1

1"5

Job:(98463) / -STANDALE LUMBER /KONING / LRG 36' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



AK-AJ 24 - 28


B -AU 157 - 498

Webs Tens. Comp.

Y - Z 51 - 59

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

C -AT 103 - 71D -AS 73 - 245E -AR 80 - 259F -AQ 78 - 327G -AP 79 - 330I -AO 77 - 335J -AM 98 - 340K -AL 18 - 343M -AK 0 - 335

Gables Tens. Comp.

N -AJ 102 - 353O -AI 0 - 335AH- Q 0 - 343AF- R 99 - 339AE- S 77 - 336AD- U 79 - 330AC- V 78 - 325AB- W 85 - 272AA- X 69 - 178



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

LRG 36' Gable

WEIGHT =282.4

SEQ - 337566

TYPE GABL

Job:(98463) / -STANDALE LUMBER /KONING / AC 34' Special 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 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W5, W6, W7 2x4 SPF #3:



(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 0.00 34.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





PLT TYP. WAVEDESC = AC 34' Special



R 1912 / 63 / 714 / - / 190 / 6.0S 1962 / 69 / 729 / - / - / 6.0Wind reactions based on MWFRSR Min Brg Width Req = 3.0S Min Brg Width Req = 3.1Bearings R & S Fcperp = 565psi.


A - B 61 0B - C 96 - 200C - D 222 - 2458D - E 227 - 2275E - F 240 - 1834

Chords Tens. Comp.

F - G 241 - 1835G - H 217 - 2168H - I 212 - 2355I - J 103 - 134J - K 81 0


R - Q 2106 - 94Q - P 1885 - 19P - O 1885 - 19

Chords Tens. Comp.

O - N 1843 - 17N - M 1843 - 17M - L 1934 - 83


B - R 141 - 374R - C 128 - 2501C - Q 137 - 135Q - E 409 0E - O 142 - 718F - O 1298 - 122

Webs Tens. Comp.

O - G 138 - 655G - M 300 0M - I 123 - 18I - L 119 - 2440J - L 162 - 374



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

AC 34' Special

WEIGHT =211.2

SEQ - 337551

TYPE SPEC

(a)

(a) (a)

(a)

18'2"14


AB

C

DE

F

GH

I

J

K

LMNOPQR S

712

1.5X3

5X5

3X8

3X4 3X5

3X53X4

5X5

4X8

3X4

3X5

3X5

3X4

3X8

1.5X3

5X5

17'3" 16'9"

34'1'6"

2'

1'1"10 1'5"2

11'2

"6

11'3

"5

Job:(98463) / -STANDALE LUMBER /KONING / AC 34' Special 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 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W5, W6, W7 2x4 SPF #3:









PLT TYP. WAVEDESC = AC 34' Special



R 1912 / 63 / 714 / - / 190 / 6.0S 1962 / 69 / 729 / - / - / 6.0Wind reactions based on MWFRSR Min Brg Width Req = 3.0S Min Brg Width Req = 3.1Bearings R & S Fcperp = 565psi.


A - B 61 0B - C 96 - 200C - D 222 - 2458D - E 227 - 2275E - F 240 - 1834

Chords Tens. Comp.

F - G 241 - 1835G - H 217 - 2168H - I 212 - 2355I - J 103 - 134J - K 81 0


R - Q 2106 - 94Q - P 1885 - 19P - O 1885 - 19

Chords Tens. Comp.

O - N 1843 - 17N - M 1843 - 17M - L 1934 - 83


B - R 141 - 374R - C 128 - 2501C - Q 137 - 135Q - E 409 0E - O 142 - 718F - O 1298 - 122

Webs Tens. Comp.

O - G 138 - 655G - M 300 0M - I 123 - 18I - L 119 - 2440J - L 162 - 374



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

AC 34' Special

WEIGHT =211.2

SEQ - 337551

TYPE SPEC

(a)

(a) (a)

(a)

18'2"14


AB

C

DE

F

GH

I

J

K

LMNOPQR S

712

1.5X3

5X5

3X8

3X4 3X5

3X53X4

5X5

4X8

3X4

3X5

3X5

3X4

3X8

1.5X3

5X5

17'3" 16'9"

34'1'6"

2'

1'1"10 1'5"2

11'2

"6

11'3

"5

Job:(98463) / -STANDALE LUMBER /KONING / A 35'10" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B1 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W5, W6, W7 2x4 SPF #3:









PLT TYP. WAVEDESC = A 35'10" Common



P 2006 / 56 / 744 / - / 186 / 6.0J 1885 / 40 / 704 / - / - / 4.0Wind reactions based on MWFRSP Min Brg Width Req = 3.1J Min Brg Width Req = 3.0Bearings P & J Fcperp = 565psi.


A - B 61 0B - C 96 - 203C - D 234 - 2619D - E 239 - 2436E - F 253 - 2006

Chords Tens. Comp.

F - G 253 - 2005G - H 257 - 2672H - I 252 - 2854I - J 243 - 3147


P - O 2236 - 109O - N 2028 - 32N - M 2028 - 32

Chords Tens. Comp.

M - L 2130 - 39L - K 2130 - 39K - J 2612 - 136


B - P 141 - 375P - C 140 - 2658C - O 135 - 119O - E 396 0E - M 140 - 711

Webs Tens. Comp.

F - M 1464 - 132M - G 152 - 864G - K 674 - 16K - I 157 - 424



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

A 35'10" Common

WEIGHT =204.0

SEQ - 337546

TYPE COMN

(a)

(a) (a)

18'2"14


AB

C

DE

F

GH

I

J

KLMNOP

712

1.5X3

5X6

3X8

3X4

3X53X4

H0308

5X5

4X8

3X4

3X5

3X5

3X4

1.5X3

4X8(B3)

17'3" 18'7"

35'10"1'6"

1'1"104"5

11'2

"6

11'3

"5

Job:(98463) / -STANDALE LUMBER /KONING / A 35'10" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B1 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W5, W6, W7 2x4 SPF #3:









PLT TYP. WAVEDESC = A 35'10" Common



P 2006 / 56 / 744 / - / 186 / 6.0J 1885 / 40 / 704 / - / - / 4.0Wind reactions based on MWFRSP Min Brg Width Req = 3.1J Min Brg Width Req = 3.0Bearings P & J Fcperp = 565psi.


A - B 61 0B - C 96 - 203C - D 234 - 2619D - E 239 - 2436E - F 253 - 2006

Chords Tens. Comp.

F - G 253 - 2005G - H 257 - 2672H - I 252 - 2854I - J 243 - 3147


P - O 2236 - 109O - N 2028 - 32N - M 2028 - 32

Chords Tens. Comp.

M - L 2130 - 39L - K 2130 - 39K - J 2612 - 136


B - P 141 - 375P - C 140 - 2658C - O 135 - 119O - E 396 0E - M 140 - 711

Webs Tens. Comp.

F - M 1464 - 132M - G 152 - 864G - K 674 - 16K - I 157 - 424



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

A 35'10" Common

WEIGHT =204.0

SEQ - 337546

TYPE COMN

(a)

(a) (a)

18'2"14


AB

C

DE

F

GH

I

J

KLMNOP

712

1.5X3

5X6

3X8

3X4

3X53X4

H0308

5X5

4X8

3X4

3X5

3X5

3X4

1.5X3

4X8(B3)

17'3" 18'7"

35'10"1'6"

1'1"104"5

11'2

"6

11'3

"5

Job:(98463) / -STANDALE LUMBER /KONING / AG 35'10" 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 :W2, C7, C8, C9, C10 2x4 SPF #3:


member design.The studded portion of the truss is designed to support 1-4-0 topchord outlookers and 2.00 PSF cladding load one face, and 24.0"span on opposite face. Top chord must not be cut or notched, unlessspecified otherwise. Vertical and roof plane diaphragms, andconnections by others.

See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.(a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",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 0.00 35.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=35.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = AG 35'10" Gable



AP*157 / 20 / 64 / - / 22 / 143AI* 152 / - / 55 / - / - / 143AB*133 / 17 / 45 / - / - / 142Wind reactions based on MWFRSAP Min Brg Width Req = -AI Min Brg Width Req = -AB Min Brg Width Req = -Bearings AP, AI, & AB are a rigid surface.


A - B 87 0B - C 63 - 83C - D 81 - 51D - E 133 - 51E - F 185 - 48F - G 237 - 62G - H 284 - 76H - I 289 - 64I - J 341 - 90J - K 397 - 105K - L 449 - 122

Chords Tens. Comp.

L - M 449 - 135M - N 397 - 149N - O 341 - 163O - P 289 - 166P - Q 284 - 177Q - R 237 - 191R - S 232 - 206S - T 231 - 220T - U 229 - 234U - V 245 - 258


AP-AO 36 - 27AO-AN 37 - 28AN-AM 40 - 30AM-AL 41 - 32AL-AK 42 - 33AK-AJ 43 - 34AJ-AI 44 - 34AI-AH 236 - 215AH-AG 236 - 215

Chords Tens. Comp.

AF-AE 235 - 215AE-AD 235 - 214AD-AC 235 - 214AC-AB 235 - 213AB-AA 235 - 213AA- Z 234 - 212Z - Y 234 - 211Y - X 233 - 209X - W 232 - 208



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

AG 35'10" Gable

WEIGHT =260.5

SEQ - 337562

TYPE GABL

(a)

(a)(a) (a)

(a)

18'2"14


AB

C

D

E

F

GH

I

J

K

L

M

N

OP

Q

R

S

T

U

V

WXYZAAABACADAEAFAGAHAIAJAKALAMANAOAP

712

1.5X4

3X5

3X5

5X5

3X5

3X5

3X4(A1)

11'11"12 11'11"12 11'10"8

17'3" 18'7"

11'11"12 23'10"41'6"

35'10"

1'1"104"5

11'2

"6

11'3

"5

Job:(98463) / -STANDALE LUMBER /KONING / AG 35'10" 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 :W2, C7, C8, C9, C10 2x4 SPF #3:



See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.(a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. In lieu of structural panels or rigid ceiling use purlins



factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=35.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.




AP*157 / 20 / 64 / - / 22 / 143AI* 152 / - / 55 / - / - / 143AB*133 / 17 / 45 / - / - / 142Wind reactions based on MWFRSAP Min Brg Width Req = -AI Min Brg Width Req = -AB Min Brg Width Req = -Bearings AP, AI, & AB are a rigid surface.


A - B 87 0B - C 63 - 83C - D 81 - 51D - E 133 - 51E - F 185 - 48F - G 237 - 62G - H 284 - 76H - I 289 - 64I - J 341 - 90J - K 397 - 105K - L 449 - 122

Chords Tens. Comp.

L - M 449 - 135M - N 397 - 149N - O 341 - 163O - P 289 - 166P - Q 284 - 177Q - R 237 - 191R - S 232 - 206S - T 231 - 220T - U 229 - 234U - V 245 - 258


AP-AO 36 - 27AO-AN 37 - 28AN-AM 40 - 30AM-AL 41 - 32AL-AK 42 - 33AK-AJ 43 - 34AJ-AI 44 - 34AI-AH 236 - 215AH-AG 236 - 215

Chords Tens. Comp.

AF-AE 235 - 215AE-AD 235 - 214AD-AC 235 - 214AC-AB 235 - 213AB-AA 235 - 213AA- Z 234 - 212Z - Y 234 - 211Y - X 233 - 209X - W 232 - 208



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

AG 35'10" Gable

WEIGHT =260.5

SEQ - 337562

TYPE GABL

(a)

(a)(a) (a)

(a)

18'2"14


AB

C

D

E

F

GH

I

J

K

L

M

N

OP

Q

R

S

T

U

V

WXYZAAABACADAEAFAGAHAIAJAKALAMANAOAP

712

1.5X4

3X5

3X5

5X5

3X5

3X5

3X4(A1)

11'11"12 11'11"12 11'10"8

17'3" 18'7"

11'11"12 23'10"41'6"

35'10"

1'1"104"5

11'2

"6

11'3

"5

Job:(98463) / -STANDALE LUMBER /KONING / AG 35'10" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



AG-AF 235 - 215 W - V 230 - 204


B -AP 139 - 333

Webs Tens. Comp.

L -AF 92 - 395


C -AO 49 - 74D -AN 79 - 242E -AM 78 - 232F -AL 78 - 240G -AK 79 - 244I -AJ 78 - 266J -AH 84 - 330K -AG 78 - 390

Gables Tens. Comp.

AE- M 77 - 390AD- N 85 - 330AC- O 78 - 266AA- Q 79 - 244Z - R 78 - 239Y - S 79 - 236X - T 75 - 219W - U 89 - 259



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

AG 35'10" Gable

WEIGHT =260.5

SEQ - 337562

TYPE GABL

Job:(98463) / -STANDALE LUMBER /KONING / D 26' 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:Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500'







factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=35.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = D 26' Mono



B 622 / 2 / 202 / - / 114 / 3.5L 1665 / - / 653 / - / - / 6.0N 731 / - / 286 / - / - / 6.0Wind reactions based on MWFRSB Min Brg Width Req = 1.5L Min Brg Width Req = 2.6N Min Brg Width Req = 1.5Bearings B, L, & N Fcperp = 565psi.


A - B 45 0B - C 99 - 571C - D 460 - 25D - E 527 0

Chords Tens. Comp.

E - F 148 - 749F - G 60 - 744G - H 271 - 939H - I 52 0


B - M 477 - 46M - L 468 - 51L - K 145 - 133

Chords Tens. Comp.

K - J 145 - 133J - H 585 0


M - C 253 0C - L 200 - 799D - L 124 - 449

Webs Tens. Comp.

L - E 63 - 961E - J 864 - 105J - F 172 - 547



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

D 26' Mono

WEIGHT =137.1

SEQ - 337522

TYPE MONO

(a)

9'1"2


AB

C

D

E

F

GH

IJKLM N

412

712

3X4(A1)

1.5X3

5X5(SRS)

1.5X3

3X8 3X5

5X5

3X4

1.5X3

3X43X6(E5)

12'3" 13'9"

6' 8'7"5 11'4"11

26'1'6" 1'6"

4"8"8

2'4"

7'4"

4

7'10

"5

Job:(98463) / -STANDALE LUMBER /KONING / D 26' 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:Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500'







factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=35.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = D 26' Mono



B 622 / 2 / 202 / - / 114 / 3.5L 1665 / - / 653 / - / - / 6.0N 731 / - / 286 / - / - / 6.0Wind reactions based on MWFRSB Min Brg Width Req = 1.5L Min Brg Width Req = 2.6N Min Brg Width Req = 1.5Bearings B, L, & N Fcperp = 565psi.


A - B 45 0B - C 99 - 571C - D 460 - 25D - E 527 0

Chords Tens. Comp.

E - F 148 - 749F - G 60 - 744G - H 271 - 939H - I 52 0


B - M 477 - 46M - L 468 - 51L - K 145 - 133

Chords Tens. Comp.

K - J 145 - 133J - H 585 0


M - C 253 0C - L 200 - 799D - L 124 - 449

Webs Tens. Comp.

L - E 63 - 961E - J 864 - 105J - F 172 - 547



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

D 26' Mono

WEIGHT =137.1

SEQ - 337522

TYPE MONO

(a)

9'1"2


AB

C

D

E

F

GH

IJKLM N

412

712

3X4(A1)

1.5X3

5X5(SRS)

1.5X3

3X8 3X5

5X5

3X4

1.5X3

3X43X6(E5)

12'3" 13'9"

6' 8'7"5 11'4"11

26'1'6" 1'6"

4"8"8

2'4"

7'4"

4

7'10

"5

Job:(98463) / -STANDALE LUMBER /KONING / B 12' 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 A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.In lieu of structural panels or rigid ceiling use purlins




Truss designed for balanced snow load based on Pg=35.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.


PLT TYP. WAVEDESC = B 12' Gable



J* 166 / 21 / 52 / - / 11 / 143Wind reactions based on MWFRSP Min Brg Width Req = -Bearing P Fcperp = 565psi.


A - B 96 0B - C 109 - 85C - D 152 - 42D - E 225 - 62

Chords Tens. Comp.

E - F 225 - 62F - G 153 - 42G - H 108 - 85H - I 96 0


P - O 61 - 63O - N 63 - 66N - M 63 - 68

Chords Tens. Comp.

M - L 63 - 68L - K 64 - 67K - J 65 - 68


B - P 176 - 335

Webs Tens. Comp.

H - J 173 - 335


C - O 64 - 152D - N 107 - 280E - M 0 - 224

Gables Tens. Comp.

L - F 107 - 280K - G 65 - 152



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

B 12' Gable

WEIGHT =71.7

SEQ - 337564

TYPE GABL

18'2"14


A

B

C

D

E

F

G

H

I

JKLMNO

P

812

2X6

4X4

2X6

12'

6' 6'

1'6" 1'6"

1'3"

2

5'3"

2

5'4"

3

Job:(98463) / -STANDALE LUMBER /KONING / B 12' 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 A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.In lieu of structural panels or rigid ceiling use purlins






PLT TYP. WAVEDESC = B 12' Gable



J* 166 / 21 / 52 / - / 11 / 143Wind reactions based on MWFRSP Min Brg Width Req = -Bearing P Fcperp = 565psi.


A - B 96 0B - C 109 - 85C - D 152 - 42D - E 225 - 62

Chords Tens. Comp.

E - F 225 - 62F - G 153 - 42G - H 108 - 85H - I 96 0


P - O 61 - 63O - N 63 - 66N - M 63 - 68

Chords Tens. Comp.

M - L 63 - 68L - K 64 - 67K - J 65 - 68


B - P 176 - 335

Webs Tens. Comp.

H - J 173 - 335


C - O 64 - 152D - N 107 - 280E - M 0 - 224

Gables Tens. Comp.

L - F 107 - 280K - G 65 - 152



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

B 12' Gable

WEIGHT =71.7

SEQ - 337564

TYPE GABL

18'2"14


A

B

C

D

E

F

G

H

I

JKLMNO

P

812

2X6

4X4

2X6

12'

6' 6'

1'6" 1'6"

1'3"

2

5'3"

2

5'4"

3

Job:(98463) / -STANDALE LUMBER /KONING / C 26' 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::Lt Slider 2x6 SPF Stud: BLOCK LENGTH = 1.500':Rt Slider 2x6 SPF Stud: BLOCK LENGTH = 1.500'




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

live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.


PLT TYP. WAVEDESC = C 26' Common



A 1357 / - / 513 / - / 145 / 4.0H 1487 / - / 568 / - / - / 4.0Wind reactions based on MWFRSA Min Brg Width Req = 2.1H Min Brg Width Req = 2.3Bearings A & H Fcperp = 565psi.


A - B 261 - 2115B - C 155 - 1893C - D 224 - 1730D - E 221 - 1707

Chords Tens. Comp.

E - F 185 - 1720F - G 152 - 1885G - H 213 - 2058H - I 59 0


A - L 1480 - 30L - K 1017 0

Chords Tens. Comp.

K - J 1017 0J - H 1467 - 26


C - L 178 - 382L - D 702 - 64

Webs Tens. Comp.

D - J 686 - 58J - F 175 - 368



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

C 26' Common

WEIGHT =134.4

SEQ - 337524

TYPE COMN

9'1"2


A

B

C

D

E F

G

H

IJKL

812

3X4(E3)

2X8(E3)3X4

1.5X3

3X4

5X5

H0308 3X4

3X51.5X3

3X43X4(E3)

2X8(E3)

13' 13'

26' 1'6"

10"

9'6"

10'0

"3

Job:(98463) / -STANDALE LUMBER /KONING / C 26' 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::Lt Slider 2x6 SPF Stud: BLOCK LENGTH = 1.500':Rt Slider 2x6 SPF Stud: BLOCK LENGTH = 1.500'




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

live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.


PLT TYP. WAVEDESC = C 26' Common



A 1357 / - / 513 / - / 145 / 4.0H 1487 / - / 568 / - / - / 4.0Wind reactions based on MWFRSA Min Brg Width Req = 2.1H Min Brg Width Req = 2.3Bearings A & H Fcperp = 565psi.


A - B 261 - 2115B - C 155 - 1893C - D 224 - 1730D - E 221 - 1707

Chords Tens. Comp.

E - F 185 - 1720F - G 152 - 1885G - H 213 - 2058H - I 59 0


A - L 1480 - 30L - K 1017 0

Chords Tens. Comp.

K - J 1017 0J - H 1467 - 26


C - L 178 - 382L - D 702 - 64

Webs Tens. Comp.

D - J 686 - 58J - F 175 - 368



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

C 26' Common

WEIGHT =134.4

SEQ - 337524

TYPE COMN

9'1"2


A

B

C

D

E F

G

H

IJKL

812

3X4(E3)

2X8(E3)3X4

1.5X3

3X4

5X5

H0308 3X4

3X51.5X3

3X43X4(E3)

2X8(E3)

13' 13'

26' 1'6"

10"

9'6"

10'0

"3

Job:(98463) / -STANDALE LUMBER /KONING / BG 26' 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 :C7 2x4 SPF #3:

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



Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.





Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=35.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = BG 26' Gable



AG*132 / - / 53 / - / 14 / 168Y* 145 / 12 / 61 / - / - / 144Wind reactions based on MWFRSAG Min Brg Width Req = -Y Min Brg Width Req = -Bearings AG & Y are a rigid surface.


A - B 130 - 141B - C 111 - 109C - D 121 - 98D - E 182 - 82E - F 243 - 67F - G 308 - 52G - H 372 - 58H - I 372 - 58

Chords Tens. Comp.

I - J 307 - 40J - K 243 - 48K - L 182 - 46L - M 180 - 63M - N 120 - 79N - O 92 - 90O - P 83 - 124P - Q 96 0


AG-AF 98 - 86AF-AE 102 - 93AE-AD 103 - 95AD-AC 103 - 97AC-AB 104 - 98AB-AA 104 - 99AA- Z 105 - 100Z - Y 105 - 100

Chords Tens. Comp.

Y - X 103 - 110X - W 103 - 109W - V 102 - 108V - U 102 - 106U - T 101 - 105T - S 101 - 102S - R 97 - 100


A -AG 87 - 106

Webs Tens. Comp.

P - R 130 - 340



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

BG 26' Gable

WEIGHT =176.9

SEQ - 337529

TYPE GABL

(a)

9'1"2


AB

C

D

E

F

G

H

I

J

K L

M

N

OP

QR

STUVWXYZAAABACADAEAFAG

812

1.5X4

5X5

3X5

3X5(**)

1.5X4

26'

13' 13'

14' 12' 1'6"

10"

9'6"

10'0

"3

Job:(98463) / -STANDALE LUMBER /KONING / BG 26' 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 :C7 2x4 SPF #3:

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



Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.






Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.Fasten rated sheathing to one face of this frame.




AG*132 / - / 53 / - / 14 / 168Y* 145 / 12 / 61 / - / - / 144Wind reactions based on MWFRSAG Min Brg Width Req = -Y Min Brg Width Req = -Bearings AG & Y are a rigid surface.


A - B 130 - 141B - C 111 - 109C - D 121 - 98D - E 182 - 82E - F 243 - 67F - G 308 - 52G - H 372 - 58H - I 372 - 58

Chords Tens. Comp.

I - J 307 - 40J - K 243 - 48K - L 182 - 46L - M 180 - 63M - N 120 - 79N - O 92 - 90O - P 83 - 124P - Q 96 0


AG-AF 98 - 86AF-AE 102 - 93AE-AD 103 - 95AD-AC 103 - 97AC-AB 104 - 98AB-AA 104 - 99AA- Z 105 - 100Z - Y 105 - 100

Chords Tens. Comp.

Y - X 103 - 110X - W 103 - 109W - V 102 - 108V - U 102 - 106U - T 101 - 105T - S 101 - 102S - R 97 - 100


A -AG 87 - 106

Webs Tens. Comp.

P - R 130 - 340



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

BG 26' Gable

WEIGHT =176.9

SEQ - 337529

TYPE GABL

(a)

9'1"2


AB

C

D

E

F

G

H

I

J

K L

M

N

OP

QR

STUVWXYZAAABACADAEAFAG

812

1.5X4

5X5

3X5

3X5(**)

1.5X4

26'

13' 13'

14' 12' 1'6"

10"

9'6"

10'0

"3

Job:(98463) / -STANDALE LUMBER /KONING / BG 26' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.




B -AF 72 - 176C -AE 88 - 237D -AD 85 - 233E -AC 85 - 242F -AB 90 - 241G -AA 88 - 289H - Z 0 - 356

Gables Tens. Comp.

X - I 89 - 289W - J 90 - 242V - K 84 - 241U - M 86 - 234T - N 84 - 239S - O 59 - 54



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

BG 26' Gable

WEIGHT =176.9

SEQ - 337529

TYPE GABL

Job:(98463) / -STANDALE LUMBER /KONING / F 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 = F 8' Mono



B 512 / - / 210 / - / 57 / 3.5E 362 / 1 / 156 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearing E is a rigid surface.Bearing B Fcperp = 565psi.


A - B 37 0B - C 99 - 425

Chords Tens. Comp.

C - D 9 - 56


B - E 364 - 176


C - E 219 - 432

Webs Tens. Comp.

E - D 68 - 47



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

F 8' Mono

WEIGHT =36.2

SEQ - 337533

TYPE MONO

9'1"29'4"10


A

B

C

D

E

412

3X4(A1)

1.5X3

3X5(R)

1.5X3

7'10"81'6"

8'

4" 3"8

2'8"

8

3'

3'5"

11

Job:(98463) / -STANDALE LUMBER /KONING / F 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 = F 8' Mono



B 512 / - / 210 / - / 57 / 3.5E 362 / 1 / 156 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearing E is a rigid surface.Bearing B Fcperp = 565psi.


A - B 37 0B - C 99 - 425

Chords Tens. Comp.

C - D 9 - 56


B - E 364 - 176


C - E 219 - 432

Webs Tens. Comp.

E - D 68 - 47



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

F 8' Mono

WEIGHT =36.2

SEQ - 337533

TYPE MONO

9'1"29'4"10


A

B

C

D

E

412

3X4(A1)

1.5X3

3X5(R)

1.5X3

7'10"81'6"

8'

4" 3"8

2'8"

8

3'

3'5"

11

Job:(98463) / -STANDALE LUMBER /KONING / E 6' 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 = E 6' Mono



B 422 / - / 172 / - / 45 / 3.5D 262 / 0 / 113 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = 1.5Bearing D is a rigid surface.Bearing B Fcperp = 565psi.


A - B 37 0

Chords Tens. Comp.

B - C 43 - 82


B - D 17 - 5


D - C 144 - 185



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

E 6' Mono

WEIGHT =25.2

SEQ - 337531

TYPE MONO

9'1"29'4"10


A

B

C

D

412

3X4(A1)

1.5X4

1.5X4

5'10"81'6"

6'

4" 3"8

2'0"

8

2'4"

2'9"

11

Job:(98463) / -STANDALE LUMBER /KONING / E 6' 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 = E 6' Mono



B 422 / - / 172 / - / 45 / 3.5D 262 / 0 / 113 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = 1.5Bearing D is a rigid surface.Bearing B Fcperp = 565psi.


A - B 37 0

Chords Tens. Comp.

B - C 43 - 82


B - D 17 - 5


D - C 144 - 185



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

E 6' Mono

WEIGHT =25.2

SEQ - 337531

TYPE MONO

9'1"29'4"10


A

B

C

D

412

3X4(A1)

1.5X4

1.5X4

5'10"81'6"

6'

4" 3"8

2'0"

8

2'4"

2'9"

11

Job:(98463) / -STANDALE LUMBER /KONING / EX 6' Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 75 plf at -1.50 to 75 plf at 6.00 BC- From 4 plf at -1.50 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.88PLB- 613.08 lb Conc. Load at ( 4.06, 9.13)

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


Wind loads and reactions based on MWFRS.

Right end vertical not exposed to wind pressure.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 68 0.15 5.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = EX 6' Mono Girder



G 606 / 8 / - / - / - / 3.5E 691 / - / 18 / - / - / 1.5Wind reactions based on MWFRSG Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearings G & E Fcperp = 565psi.


A - B 37 - 5B - C 0 - 874

Chords Tens. Comp.

C - D 26 - 34


B - F 803 0

Chords Tens. Comp.

F - E 770 0


F - C 520 0C - E 0 - 881

Webs Tens. Comp.

E - D 9 - 79



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

EX 6' Mono Girder

WEIGHT =33.6

SEQ - 337544

TYPE MONO

9'1"29'4"10


A

B

C

D

EFG

412

3X4(A1)

3X5

3X4

5X5(**)

1.5X3

5'10"81'6"

6'

4" 3"8

2'0"

8

2'4"

2'9"

11

Job:(98463) / -STANDALE LUMBER /KONING / EX 6' Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 75 plf at -1.50 to 75 plf at 6.00 BC- From 4 plf at -1.50 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.88PLB- 613.08 lb Conc. Load at ( 4.06, 9.13)



Wind loads and reactions based on MWFRS.

Right end vertical not exposed to wind pressure.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 68 0.15 5.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = EX 6' Mono Girder



G 606 / 8 / - / - / - / 3.5E 691 / - / 18 / - / - / 1.5Wind reactions based on MWFRSG Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearings G & E Fcperp = 565psi.


A - B 37 - 5B - C 0 - 874

Chords Tens. Comp.

C - D 26 - 34


B - F 803 0

Chords Tens. Comp.

F - E 770 0


F - C 520 0C - E 0 - 881

Webs Tens. Comp.

E - D 9 - 79



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

EX 6' Mono Girder

WEIGHT =33.6

SEQ - 337544

TYPE MONO

9'1"29'4"10


A

B

C

D

EFG

412

3X4(A1)

3X5

3X4

5X5(**)

1.5X3

5'10"81'6"

6'

4" 3"8

2'0"

8

2'4"

2'9"

11

Job:(98463) / -STANDALE LUMBER /KONING / EF 6' Mono Hip Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 75 plf at -1.50 to 75 plf at 4.00 TC- From 75 plf at 4.00 to 75 plf at 6.00 BC- From 4 plf at -1.50 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 6.00 TC- 138.81 lb Conc. Load at 4.01 BC- 384.42 lb Conc. Load at 4.01


Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others





PLT TYP. WAVEDESC = EF 6' Mono Hip Girder



I 597 / 9 / - / - / - / 3.5F 613 / - / 16 / - / - / -Wind reactions based on MWFRSI Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing I Fcperp = 565psi.


A - B 37 - 5B - C 0 - 834

Chords Tens. Comp.

C - D 2 - 7D - E 0 0


B - H 766 0H - G 719 0

Chords Tens. Comp.

G - F 0 0


H - C 391 0C - G 0 - 847

Webs Tens. Comp.

D - G 11 - 81



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

EF 6' Mono Hip Girder

WEIGHT =29.4

SEQ - 337542

TYPE HIPM

DT -1"9

9'1"2

LEFT JIG = 4'4" RIGHT JIG = 2'6"4

A

B

C DE

FGHI

412

3X4(A1)

2X6

4X4 1.5X3

3X4

4' 2'

6'1'6"

4"

1'6"

7

1'8"

2'1"

11

Job:(98463) / -STANDALE LUMBER /KONING / EF 6' Mono Hip Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud



Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others





PLT TYP. WAVEDESC = EF 6' Mono Hip Girder



I 597 / 9 / - / - / - / 3.5F 613 / - / 16 / - / - / -Wind reactions based on MWFRSI Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing I Fcperp = 565psi.


A - B 37 - 5B - C 0 - 834

Chords Tens. Comp.

C - D 2 - 7D - E 0 0


B - H 766 0H - G 719 0

Chords Tens. Comp.

G - F 0 0


H - C 391 0C - G 0 - 847

Webs Tens. Comp.

D - G 11 - 81



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

EF 6' Mono Hip Girder

WEIGHT =29.4

SEQ - 337542

TYPE HIPM

DT -1"9

9'1"2

LEFT JIG = 4'4" RIGHT JIG = 2'6"4

A

B

C DE

FGHI

412

3X4(A1)

2X6

4X4 1.5X3

3X4

4' 2'

6'1'6"

4"

1'6"

7

1'8"

2'1"

11

Job:(98463) / -STANDALE LUMBER /KONING / HJ 5'6"6 Hip Jack Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud



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 65 0.15 5.53Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = HJ 5'6"6 Hip Jack Girder



G 439 / 4 / - / - / - / 4.2E 318 / - / 5 / - / - / 1.5D 26 / 114 / 5 / - / - / 1.5Wind reactions based on MWFRSG Min Brg Width Req = 1.5E Min Brg Width Req = -D Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 35 - 3B - C 14 - 44

Chords Tens. Comp.

C - D 6 - 28


B - F 15 0

Chords Tens. Comp.

F - E 0 0


C - F 3 - 244



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

HJ 5'6"6 Hip Jack Girder

WEIGHT =25.2

SEQ - 337539

TYPE HIP_

9'1"2

10'5"4


A

B

CD

E FG

2.8312

3X4(A1)

1.5X3

1.5X3

5'6"62'1"7

1'4"

2

4"

1'7"

10

2'1"

4HB 1"

Job:(98463) / -STANDALE LUMBER /KONING / HJ 5'6"6 Hip Jack Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud



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 65 0.15 5.53Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = HJ 5'6"6 Hip Jack Girder



G 439 / 4 / - / - / - / 4.2E 318 / - / 5 / - / - / 1.5D 26 / 114 / 5 / - / - / 1.5Wind reactions based on MWFRSG Min Brg Width Req = 1.5E Min Brg Width Req = -D Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 35 - 3B - C 14 - 44

Chords Tens. Comp.

C - D 6 - 28


B - F 15 0

Chords Tens. Comp.

F - E 0 0


C - F 3 - 244



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

HJ 5'6"6 Hip Jack Girder

WEIGHT =25.2

SEQ - 337539

TYPE HIP_

9'1"2

10'5"4


A

B

CD

E FG

2.8312

3X4(A1)

1.5X3

1.5X3

5'6"62'1"7

1'4"

2

4"

1'7"

10

2'1"

4HB 1"

Job:(98463) / -STANDALE LUMBER /KONING / G 1'10"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

Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 1.75'




Left cantilever is exposed to wind





PLT TYP. WAVEDESC = G 1'10"8 Mono



C 168 / - / 93 / 129 / 73 / 1.5B 0 / - / - / 129 / 71 / 1.5Wind reactions based on MWFRSC Min Brg Width Req = 1.5B Min Brg Width Req = -Bearing C Fcperp = 565psi.


A - B 172 - 41


A - C 46 - 118


B - C 41 - 141



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

G 1'10"8 Mono

WEIGHT =8.4

SEQ - 337548

TYPE MONO

8'9"6

9'8"12

LEFT JIG = 2'3"14RIGHT JIG = 1'9"14

A

B

C

712

3X4(B1)

3X4(**)

1.5X3

1'9"

1'10"81'

2"14

6"2

1'7"

4

1'6"

6

Job:(98463) / -STANDALE LUMBER /KONING / G 1'10"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

Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 1.75'




Left cantilever is exposed to wind





PLT TYP. WAVEDESC = G 1'10"8 Mono



C 168 / - / 93 / 129 / 73 / 1.5B 0 / - / - / 129 / 71 / 1.5Wind reactions based on MWFRSC Min Brg Width Req = 1.5B Min Brg Width Req = -Bearing C Fcperp = 565psi.


A - B 172 - 41


A - C 46 - 118


B - C 41 - 141



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

G 1'10"8 Mono

WEIGHT =8.4

SEQ - 337548

TYPE MONO

8'9"6

9'8"12


A

B

C

712

3X4(B1)

3X4(**)

1.5X3

1'9"

1'10"81'

2"14

6"2

1'7"

4

1'6"

6

Job:(98463) / -STANDALE LUMBER /KONING / P1 5'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord

The maximum horizontal reaction is 205# WARNING: WIND DL GREATER THAN NON-WIND DESIGN DL.



In lieu of rigid ceiling use purlins to brace BC @ 1199998" oc.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=35.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.Shim all supports to solid bearing.

PLT TYP. WAVEDESC = P1 5'11" Common



A 203 / 36 / 50 / 205 / 45 / 6.9C 203 / 36 / 45 / 205 / 56 / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C are a rigid surface.


A - B 80 - 279

Chords Tens. Comp.

B - C 80 - 279



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 0.00 PSF

BC LL 0.00 PSF

TOT. LD 37.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

P1 5'11" Common

WEIGHT =11.2

SEQ - 337553

TYPE COMN

19'6"7


A

B

C

712 3X4

2'11"8 2'11"8

5'11"

1'8"

11

Job:(98463) / -STANDALE LUMBER /KONING / P1 5'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord

The maximum horizontal reaction is 205# WARNING: WIND DL GREATER THAN NON-WIND DESIGN DL.



In lieu of rigid ceiling use purlins to brace BC @ 1199998" oc.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=35.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.Shim all supports to solid bearing.

PLT TYP. WAVEDESC = P1 5'11" Common



A 203 / 36 / 50 / 205 / 45 / 6.9C 203 / 36 / 45 / 205 / 56 / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C are a rigid surface.


A - B 80 - 279

Chords Tens. Comp.

B - C 80 - 279



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 0.00 PSF

BC LL 0.00 PSF

TOT. LD 37.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

P1 5'11" Common

WEIGHT =11.2

SEQ - 337553

TYPE COMN

19'6"7


A

B

C

712 3X4

2'11"8 2'11"8

5'11"

1'8"

11

Job:(98463) / -STANDALE LUMBER /KONING / EJ 4' End Jack 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



In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 46 -0.43 3.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = EJ 4' End Jack



B 343 / 3 / 139 / - / 32 / 3.5D 67 / - / 35 / - / - / 1.5C 113 / 15 / 34 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5D Min Brg Width Req = -C Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 37 0

Chords Tens. Comp.

B - C 36 - 41


B - D 0 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

EJ 4' End Jack

WEIGHT =14.0

SEQ - 337535

TYPE EJAC

9'1"2

10'5"10

LEFT JIG = 4'4" RIGHT JIG = 5'6"

A

B

C

D

412

3X4(A1)

4'1'6"

4"

1'8"

2'1"

11

Job:(98463) / -STANDALE LUMBER /KONING / EJ 4' End Jack 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



In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 46 -0.43 3.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = EJ 4' End Jack





A - B 37 0

Chords Tens. Comp.

B - C 36 - 41


B - D 0 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

EJ 4' End Jack

WEIGHT =14.0

SEQ - 337535

TYPE EJAC

9'1"2

10'5"10

LEFT JIG = 4'4" RIGHT JIG = 5'6"

A

B

C

D

412

3X4(A1)

4'1'6"

4"

1'8"

2'1"

11

Job:(98463) / -STANDALE LUMBER /KONING / CJ 1'10"15 Jack 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






Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = CJ 1'10"15 Jack





A - B 37 0

Chords Tens. Comp.

B - C 7 - 21


B - D 0 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

CJ 1'10"15 Jack

WEIGHT =8.4

SEQ - 337537

TYPE JACK

9'1"2

9'9"4

LEFT JIG = 2'1"12RIGHT JIG = 3'5"

A

B

C

D

412

3X4(A1)

1'10"151'6"

4"

11"1

0

1'5"

5

Job:(98463) / -STANDALE LUMBER /KONING / CJ 1'10"15 Jack 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






Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.

PLT TYP. WAVEDESC = CJ 1'10"15 Jack





A - B 37 0

Chords Tens. Comp.

B - C 7 - 21


B - D 0 0



TC LL 30.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 47.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 98463DATE - 05/23/18

CJ 1'10"15 Jack

WEIGHT =8.4

SEQ - 337537

TYPE JACK

9'1"2

9'9"4

LEFT JIG = 2'1"12RIGHT JIG = 3'5"

A

B

C

D

412

3X4(A1)

1'10"151'6"

4"

11"1

0

1'5"

5

Documents

Job:(98463) / -STANDALE LUMBER /KONING / R 36 ...Job:(98463) / -STANDALE LUMBER /KONING / R 36' Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout