93049 BORKE JOB - Letherer BORKE JOB MU S 26 MU S 26 TJC37 TJC37 2 ... N 24 -3269 N - O 21 -3284 O -...

24'4

"8'

15'8

"

24'4

"8'

10'8

"7'

7'

19' 10'

7'

7'1"

2'

31'

24'9

"816

'1"8

2'

2'3"8

2x10 LEDGER

93049BORKE JOB

MU

S26

MU

S26

TJC37TJC37

2' 2'

1'6"

1'6" 2' 2'2'

10"8 2'

10'2"18'10"

2'9"2'

2'

2'

2'

2'

2'

2'1'1"610"10

2'

2'

2'7"2

1'6"6

2'

2'

2'1'0"12

1'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"

1'3"4

1'11

"4 2' 2' 1' 1' 2' 2'

1'11

"4

EJ1

EJ2

EJ2EJ2

EJ2

EJ3 EJ3

EJ3

EJ3

EJ4

EJ4EJ4

EJ4

HJ1 HJ1GS1

G1

P2

ATG

ATG

T3

TG1 G

2

G2

TG1

3 PLY

3 PLY

S1AT

1AT

1

T2T2

T1P1

P1

AT2

PAGE NO:

1 OF 1

JOB NO:

93049

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Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / ATG 29' Attic Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x8 SP 2400f-2.0E :T3 2x6 SPF 1650f-1.5E:Bot chord 2x12 SP 2400f-2.0E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W2, W5, W13, W16 2x4 SPF #1/#2:

Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 6.00" o.c. (Each Row)Bot Chord: 1 Row @ 6.00" o.c.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"

All plates are 3X4 except as noted.

(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements.

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.

End verticals 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) TC 24 10.69 18.31 BC 120 0.00 29.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75factor for multiple live loads.

Trusses to be spaced at 12.0" OC maximum.

Collar-tie braced with continuous lateral bracing at 24" OC. or rigidceiling.

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

PLT TYP. WAVEDESC = ATG 29' Attic Girder

DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 3 QTY= 0 REV. 15.02.00C.1217.15

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

X 8935 / - / 7849 / - / 107 / 5.5R 8938 / - / 7853 / - / - / 5.5Wind reactions based on MWFRSX Min Brg Width Req = 3.2R Min Brg Width Req = 3.2Bearings X & R Fcperp = 565psi.

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

A - B 23 0B - C 21 - 2676C - D 21 - 3283D - E 24 - 3268E - F 35 - 2006F - G 37 - 1486G - H 263 - 104H - I 333 - 107

Chords Tens. Comp.

I - J 333 - 107J - K 263 - 104K - L 37 - 1489L - M 35 - 2009M - N 24 - 3269N - O 21 - 3284O - P 21 - 2677P - Q 23 0

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

X - W 42 - 36W - V 1977 - 5V - U 2041 0

Chords Tens. Comp.

U - T 2041 0T - S 1975 0S - R 7 0

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

B - X 26 - 2795B - W 2159 0W - C 0 - 1177C - V 92 - 97E - Y 1412 - 2

Webs Tens. Comp.

AB- J 205 - 12AB-AC 17 - 2411AC- K 16 - 2336AC-AD 1 - 96AD- L 0 - 14

**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 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 12.0 "

JOB #: 93049DATE - 11/28/16

ATG 29' Attic Girder

WEIGHT =1091.0

SEQ - 37749

TYPE ATIC

3 Complete Trusses Required

17'0"

15

7'9"13

17'0"15

10'7"1 7'9"13 10'7"1

18' 11'2' 2'

29'

2'3"

8

7'6"3 13'5"4 8'0"9

8'1"

14

16'

12'

8'1"2

LEFT RAKE = 2'1"6 RIGHT RAKE = 2'1"6

A

B

CD

E

F

G

H I J

K

L

M

NO

P

Q

RSTUVWX

Y Z

AA AB AC

AD AE

11

12

6X8

H0308 5X6(**)

3X4(**)7X8

3X10

6X12(**)

1.5X3

1.5X3

3X8

6X8

3X8

10X10

6X8

3X8

1.5X3

1.5X3

6X12(**)

3X10

7X83X4(**)

5X6(**)

6X8

H0308

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / AT2 29' Attic This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x8 SP 2400f-2.0E :T3 2x6 SPF 1650f-1.5E:Bot chord 2x12 SP 2400f-2.0E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W2, W5, W13, W16 2x4 SPF #1/#2:

Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 2 located at 18.87'




Wind loads and reactions based on MWFRS with additional C&Cmember design. End verticals 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) TC 24 10.69 18.31 BC 120 0.00 29.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75

factor for multiple live loads.Collar-tie braced with continuous lateral bracing at 24" OC. or rigidceiling.Attic room loading from 6-6-0 to 22-6-0: Live Load: 40 PSF. Dead

Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSFDeflection 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=50.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.

PLT TYP. WAVEDESC = AT2 29' Attic



X 2121 / - / 603 / - / 214 / 5.5AF 1437 / - / 351 / - / - / 5.5R 1886 / 2 / 447 / - / - / 3.5Wind reactions based on MWFRSX Min Brg Width Req = 2.0AF Min Brg Width Req = 1.5R Min Brg Width Req = 1.8Bearings X, AF, & R Fcperp = 565psi.



Chords Tens. Comp.



X - W 214 - 214W - V 1238 - 92V - U 1225 - 45

Chords Tens. Comp.

U - T 2449 - 90T - S 1028 - 8S - R 3 - 1


B - X 174 - 2021B - W 1359 0W - C 22 - 497

Webs Tens. Comp.

AB- J 545 - 72AB-AC 126 - 923AC- K 122 - 837



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

AT2 29' Attic

WEIGHT =363.7

SEQ - 37762

TYPE ATIC

19'1"4 9'10"12

17'0"

15

7'9"13

17'0"15

10'7"1 7'9"13 10'7"1

18' 11'2' 2'

29'

2'3"

8

7'6"3 13'5"4 8'0"9

8'1"

14

16'

12'

8'1"2


A

B

CD

E

F

G

H I J

K

L

M

NO

P

Q

RSTUVWX

Y Z

AA AB AC

AD AE

AF

11

12

6X8

H0308 5X6(**)

3X4(**)7X8

3X10

6X12(**)

1.5X3

1.5X3

3X8

6X8

3X8

10X10

6X8

3X8

1.5X3

1.5X3

6X12(**)

3X10

7X83X4(**)

5X6(**)

6X8

H0308

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / AT2 29' Attic This dwg. prepared by the ITW job designer program from truss mfr's layout.



C - V 131 - 134E - Y 763 0V - Y 745 0Y - Z 12 - 38F - Z 1 - 13Z -AA 12 - 38G -AA 125 - 726AA-AB 132 - 744H -AB 388 - 78I -AB 74 - 305

AC-AD 6 - 123AD- L 9 - 1AD-AE 6 - 123AE- T 393 - 79AE- M 469 - 79T - O 530 - 96O - S 80 - 778S - P 1125 - 9P - R 185 - 1823



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

AT2 29' Attic

WEIGHT =363.7

SEQ - 37762

TYPE ATIC


Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00' bearing 2 located at 28.54'









Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.







Chords Tens. Comp.



X - W 215 - 213W - V 1591 - 29V - U 1849 0

Chords Tens. Comp.

U - T 1849 0T - S 1591 0S - R 5 0


B - X 158 - 2488B - W 1733 0W - C 0 - 1246C - V 554 - 90E - Y 1456 0

Webs Tens. Comp.




TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

AT1 29' Attic

WEIGHT =363.7

SEQ - 37760

TYPE ATIC

17'0"15

7'9"13

17'0"15

10'7"1 7'9"13 10'7"1

18' 11'2' 2'

29'

2'3"

8

7'6"3 13'5"4 8'0"9

8'1"

14

16'

12'

8'1"2


A

B

CD

E

F

G

H I J

K

L

M

NO

P

Q

RSTUVWX

Y Z

AA AB AC

AD AE

11

12

6X8

H0308 5X6(**)

3X4(**)7X8

3X10

6X12(**)

1.5X3

1.5X3

3X8

6X8

3X8

10X10

6X8

3X8

1.5X3

1.5X3

6X12(**)

3X10

7X83X4(**)

5X6(**)

6X8

H0308


Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00' bearing 2 located at 28.54'









Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.







Chords Tens. Comp.



X - W 215 - 213W - V 1591 - 29V - U 1849 0

Chords Tens. Comp.

U - T 1849 0T - S 1591 0S - R 5 0


B - X 158 - 2488B - W 1733 0W - C 0 - 1246C - V 554 - 90E - Y 1456 0

Webs Tens. Comp.




TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

AT1 29' Attic

WEIGHT =363.7

SEQ - 37760

TYPE ATIC

17'0"15

7'9"13

17'0"15

10'7"1 7'9"13 10'7"1

18' 11'2' 2'

29'

2'3"

8

7'6"3 13'5"4 8'0"9

8'1"

14

16'

12'

8'1"2


A

B

CD

E

F

G

H I J

K

L

M

NO

P

Q

RSTUVWX

Y Z

AA AB AC

AD AE

11

12

6X8

H0308 5X6(**)

3X4(**)7X8

3X10

6X12(**)

1.5X3

1.5X3

3X8

6X8

3X8

10X10

6X8

3X8

1.5X3

1.5X3

6X12(**)

3X10

7X83X4(**)

5X6(**)

6X8

H0308

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / AT1 29' Attic This dwg. prepared by the ITW job designer program from truss mfr's layout.



V - Y 1395 0Y - Z 8 - 102F - Z 1 - 10Z -AA 8 - 102G -AA 95 - 1653AA-AB 101 - 1729H -AB 468 - 73I -AB 74 - 299

AD-AE 8 - 99AE- T 1397 0AE- M 1454 0T - O 554 - 91O - S 0 - 1248S - P 1733 0P - R 157 - 2488



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

AT1 29' Attic

WEIGHT =363.7

SEQ - 37760

TYPE ATIC

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / S1 29' Scissor This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud :W9, W13 2x4 SPF #1/#2:

All plates are 3X5 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.End verticals not exposed to wind pressure. Calculated horizontal deflection is 0.61" due to live load and 0.32"

due to dead load.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 10.65 18.35 BC 75 0.24 10.32 BC 100 10.32 18.68 BC 75 18.68 28.76Apply 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. Trusses to be spaced at 16.0" OC maximum.


Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.

PLT TYP. WAVEDESC = S1 29' Scissor



X 1338 / - / 480 / - / 143 / 5.5N 1338 / - / 480 / - / - / 5.5Wind reactions based on MWFRSX Min Brg Width Req = 1.5N Min Brg Width Req = 1.5Bearings X & N Fcperp = 565psi.


A - B 94 0B - C 35 - 1517C - D 0 - 2780D - E 0 - 3750E - F 0 - 4385F - G 0 - 3146

Chords Tens. Comp.

G - H 0 - 3146H - I 0 - 4385I - J 0 - 3750J - K 0 - 2780K - L 29 - 1517L - M 94 0


X - W 151 - 242W - V 1489 - 113V - U 2788 - 33U - T 3724 0T - S 2886 0

Chords Tens. Comp.

S - R 2886 0R - Q 3724 0Q - P 2788 0P - O 1489 0O - N 26 - 204


B - X 95 - 1196B - W 1188 0W - C 0 - 1020C - V 923 0V - D 0 - 852

Webs Tens. Comp.

S - H 314 - 46H - R 2538 0R - I 462 - 32I - Q 0 - 597Q - J 670 0



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 16.0 "

JOB #: 93049DATE - 11/28/16

S1 29' Scissor

WEIGHT =203.2

SEQ - 37764

TYPE SCIS

17'0"15

7'9"13

17'0"15

13'5"8

8'2"15

13'5"8

10'7"1 7'9"13 10'7"1

10'4"9 8'2"15 10'4"92' 2'

29'

2'3"

8

9'1"

2

12'

8'1"2


A

B

C

D

E

F G H

I

J

K

L

M

N

O

P

Q

RST

U

V

W

X

11

12

1112

3X6

1.5X4

5X5

3X4

3X4

6X8

6X81.5X3

3X8

6X8

6X8

3X4

3X4

5X5

1.5X4

3X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / S1 29' Scissor This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud :W9, W13 2x4 SPF #1/#2:

All plates are 3X5 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


due to dead load.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 10.65 18.35 BC 75 0.24 10.32 BC 100 10.32 18.68 BC 75 18.68 28.76Apply 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. Trusses to be spaced at 16.0" OC maximum.






X 1338 / - / 480 / - / 143 / 5.5N 1338 / - / 480 / - / - / 5.5Wind reactions based on MWFRSX Min Brg Width Req = 1.5N Min Brg Width Req = 1.5Bearings X & N Fcperp = 565psi.


A - B 94 0B - C 35 - 1517C - D 0 - 2780D - E 0 - 3750E - F 0 - 4385F - G 0 - 3146

Chords Tens. Comp.

G - H 0 - 3146H - I 0 - 4385I - J 0 - 3750J - K 0 - 2780K - L 29 - 1517L - M 94 0


X - W 151 - 242W - V 1489 - 113V - U 2788 - 33U - T 3724 0T - S 2886 0

Chords Tens. Comp.

S - R 2886 0R - Q 3724 0Q - P 2788 0P - O 1489 0O - N 26 - 204


B - X 95 - 1196B - W 1188 0W - C 0 - 1020C - V 923 0V - D 0 - 852

Webs Tens. Comp.

S - H 314 - 46H - R 2538 0R - I 462 - 32I - Q 0 - 597Q - J 670 0



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 16.0 "

JOB #: 93049DATE - 11/28/16

S1 29' Scissor

WEIGHT =203.2

SEQ - 37764

TYPE SCIS

17'0"15

7'9"13

17'0"15

13'5"8

8'2"15

13'5"8

10'7"1 7'9"13 10'7"1

10'4"9 8'2"15 10'4"92' 2'

29'

2'3"

8

9'1"

2

12'

8'1"2


A

B

C

D

E

F G H

I

J

K

L

M

N

O

P

Q

RST

U

V

W

X

11

12

1112

3X6

1.5X4

5X5

3X4

3X4

6X8

6X81.5X3

3X8

6X8

6X8

3X4

3X4

5X5

1.5X4

3X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / S1 29' Scissor This dwg. prepared by the ITW job designer program from truss mfr's layout.



D - U 670 0U - E 0 - 597E - T 462 0T - F 2538 0F - S 314 - 41G - S 60 - 263

J - P 0 - 852P - K 923 0K - O 0 - 1020O - L 1188 0N - L 79 - 1196



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 16.0 "

JOB #: 93049DATE - 11/28/16

S1 29' Scissor

WEIGHT =203.2

SEQ - 37764

TYPE SCIS

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / GS1 29' 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 :W9, W13 2x4 SPF #1/#2:

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.End verticals not exposed to wind pressure. Truss designed to support 1-4-0 top chord outlookers and cladding

load not to exceed 2.00 PSF one face and 16.0" span opposite face.Top chord must not be cut or notched.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable 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) TC 24 10.65 18.35 BC 75 0.24 10.32 BC 100 10.32 18.68 BC 75 18.68 28.76Apply 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 increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Shim all supports to solid bearing.

PLT TYP. WAVEDESC = GS1 29' Gable


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

AL 1008 / 261 / 423 / - / 286 / 5.5AE*355 / - / 128 / - / - / 98.9T 1006 / 261 / 444 / - / - / 5.5Wind reactions based on MWFRSAL Min Brg Width Req = 1.7AE Min Brg Width Req = -T Min Brg Width Req = 1.7Bearing AE is a rigid surface.Bearings AL & T Fcperp = 565psi.


A - B 191 0B - C 258 - 713C - D 324 - 828D - E 354 - 728E - F 257 - 459F - G 284 - 383G - H 764 - 127H - I 354 - 5I - J 354 - 5

Chords Tens. Comp.

J - K 354 - 5K - L 354 - 5L - M 762 - 10M - N 284 - 382N - O 258 - 458O - P 355 - 726P - Q 321 - 826Q - R 264 - 710R - S 191 0


AL-AK 343 - 417AK-AJ 358 - 416AJ-AI 553 - 343AI-AH 721 - 266AH-AG 735 - 261AG-AF 356 - 179AF-AE 363 - 177AE-AD 410 - 393

Chords Tens. Comp.

AC-AB 410 - 392AB-AA 410 - 392AA- Z 363 0Z - Y 355 0Y - X 733 - 35X - W 719 - 39W - V 550 - 74V - U 65 - 152



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 16.0 "

JOB #: 93049DATE - 11/28/16

GS1 29' Gable

WEIGHT =239.6

SEQ - 37772

TYPE GABL

10'4"9 8'2"15 10'4"9

17'0"15

7'9"13

17'0"15

13'5"8

8'2"15

13'5"8

10'7"1 7'9"13 10'7"1

10'4"9 8'2"15 10'4"92' 2'

29'

2'3"

8

9'1"

2

12'

8'1"2

17'2"4


A

B

C

D

E

F

G

H I J K L

M

N

O

P

Q

R

S

TU

V

W

X

YZ

AAABACADAE

AFAG

AH

AI

AJ

AKAL

AM

AN

AO

AP

AQAR

ASAT

AU

AV

AW

AX

11

12

1112

3X4

3X4

3X4

3X4

5X53X6

3X4

3X4

4X6

4X6

3X8

4X6

4X6

3X4

3X4

3X65X5

3X4

3X4

3X4

3X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / GS1 29' 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 :W9, W13 2x4 SPF #1/#2:


member design.End verticals not exposed to wind pressure. Truss designed to support 1-4-0 top chord outlookers and cladding

load not to exceed 2.00 PSF one face and 16.0" span opposite face.Top chord must not be cut or notched.


to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 10.65 18.35 BC 75 0.24 10.32 BC 100 10.32 18.68 BC 75 18.68 28.76Apply 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 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Shim all supports to solid bearing.




AL 1008 / 261 / 423 / - / 286 / 5.5AE*355 / - / 128 / - / - / 98.9T 1006 / 261 / 444 / - / - / 5.5Wind reactions based on MWFRSAL Min Brg Width Req = 1.7AE Min Brg Width Req = -T Min Brg Width Req = 1.7Bearing AE is a rigid surface.Bearings AL & T Fcperp = 565psi.


A - B 191 0B - C 258 - 713C - D 324 - 828D - E 354 - 728E - F 257 - 459F - G 284 - 383G - H 764 - 127H - I 354 - 5I - J 354 - 5

Chords Tens. Comp.

J - K 354 - 5K - L 354 - 5L - M 762 - 10M - N 284 - 382N - O 258 - 458O - P 355 - 726P - Q 321 - 826Q - R 264 - 710R - S 191 0


AL-AK 343 - 417AK-AJ 358 - 416AJ-AI 553 - 343AI-AH 721 - 266AH-AG 735 - 261AG-AF 356 - 179AF-AE 363 - 177AE-AD 410 - 393

Chords Tens. Comp.

AC-AB 410 - 392AB-AA 410 - 392AA- Z 363 0Z - Y 355 0Y - X 733 - 35X - W 719 - 39W - V 550 - 74V - U 65 - 152



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 16.0 "

JOB #: 93049DATE - 11/28/16

GS1 29' Gable

WEIGHT =239.6

SEQ - 37772

TYPE GABL

10'4"9 8'2"15 10'4"9

17'0"15

7'9"13

17'0"15

13'5"8

8'2"15

13'5"8

10'7"1 7'9"13 10'7"1

10'4"9 8'2"15 10'4"92' 2'

29'

2'3"

8

9'1"

2

12'

8'1"2

17'2"4


A

B

C

D

E

F

G

H I J K L

M

N

O

P

Q

R

S

TU

V

W

X

YZ

AAABACADAE

AFAG

AH

AI

AJ

AKAL

AM

AN

AO

AP

AQAR

ASAT

AU

AV

AW

AX

11

12

1112

3X4

3X4

3X4

3X4

5X53X6

3X4

3X4

4X6

4X6

3X8

4X6

4X6

3X4

3X4

3X65X5

3X4

3X4

3X4

3X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / GS1 29' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



AD-AC 410 - 393 U - T 60 - 172


B -AL 299 - 879B -AM 495 - 77AM-AJ 495 - 77AJ- C 102 - 424C -AN 139 - 5AN-AI 130 - 6AI- E 63 - 35E -AO 133 - 259AO-AG 134 - 263AG- G 290 - 113G -AP 279 - 744AP-AE 279 - 744AE- H 107 - 737H -AQ 85 - 54AR-AC 86 - 54J -AC 60 - 279

Webs Tens. Comp.

AC-AS 85 - 39AT- L 85 - 39L -AA 37 - 735AA-AU 279 - 742AU- M 280 - 742M - Y 289 - 113Y -AV 133 - 262AV- O 132 - 258O - W 49 - 29W -AW 130 0AW- Q 139 0Q - V 99 - 422V -AX 494 - 74AX- R 493 - 74T - R 300 - 877

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

AM-AK 16 - 28D -AN 41 - 94F -AO 20 - 45AO-AH 19 - 11AP-AF 20 0AQ- I 63 - 307AD-AR 63 - 309

Gables Tens. Comp.

AS-AB 63 - 308K -AT 63 - 307Z -AU 20 0X -AV 19 - 11AV- N 20 - 45AW- P 40 - 94U -AX 16 - 28



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 16.0 "

JOB #: 93049DATE - 11/28/16

GS1 29' Gable

WEIGHT =239.6

SEQ - 37772

TYPE GABL

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / T1 14'10"8 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 Webs 2x4 SPF Stud



(J) Hanger Support Required, by others(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) TC 24 0.00 2.16 TC 24 12.71 14.88 BC 120 0.00 14.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = T1 14'10"8 Special



H 885 / 7 / 293 / - / 83 / -F 885 / 7 / 293 / - / - / -Wind reactions based on MWFRSH Min Brg Width Req = -F Min Brg Width Req = -


A - B 0 - 23B - C 74 - 956

Chords Tens. Comp.

C - D 74 - 956D - E 0 - 23


H - G 1194 - 103

Chords Tens. Comp.

G - F 1194 - 103


A - H 31 - 110H - B 128 - 1379B - G 125 - 609C - G 471 0

Webs Tens. Comp.

G - D 125 - 609D - F 128 - 1379E - F 31 - 110



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

T1 14'10"8 Special

WEIGHT =89.4

SEQ - 37709

TYPE SPEC

2'1"5

7'2"12 7'2"12

2'1"5

2'1"5 5'3"15 5'3"15 2'1"5

14'10"8

1'7"

4

6'5"

14

17'2"4


A B

C

D E

FGH

11

12

1.5X3

4X4

5X5

4X6

3X8

5X51.5X3

4X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / T1 14'10"8 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 Webs 2x4 SPF Stud



(J) Hanger Support Required, by others(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) TC 24 0.00 2.16 TC 24 12.71 14.88 BC 120 0.00 14.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = T1 14'10"8 Special



H 885 / 7 / 293 / - / 83 / -F 885 / 7 / 293 / - / - / -Wind reactions based on MWFRSH Min Brg Width Req = -F Min Brg Width Req = -


A - B 0 - 23B - C 74 - 956

Chords Tens. Comp.

C - D 74 - 956D - E 0 - 23


H - G 1194 - 103

Chords Tens. Comp.

G - F 1194 - 103


A - H 31 - 110H - B 128 - 1379B - G 125 - 609C - G 471 0

Webs Tens. Comp.

G - D 125 - 609D - F 128 - 1379E - F 31 - 110



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

T1 14'10"8 Special

WEIGHT =89.4

SEQ - 37709

TYPE SPEC

2'1"5

7'2"12 7'2"12

2'1"5

2'1"5 5'3"15 5'3"15 2'1"5

14'10"8

1'7"

4

6'5"

14

17'2"4


A B

C

D E

FGH

11

12

1.5X3

4X4

5X5

4X6

3X8

5X51.5X3

4X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / T2 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



In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 96 0.00 8.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = T2 8' Common



H 607 / 8 / 207 / - / 79 / 3.5F 607 / 8 / 207 / - / - / 3.5Wind reactions based on MWFRSH Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings H & F Fcperp = 565psi.


A - B 82 0B - C 56 - 439

Chords Tens. Comp.

C - D 56 - 439D - E 82 0


H - G 83 - 79

Chords Tens. Comp.

G - F 13 - 2


B - H 103 - 574B - G 253 - 2C - G 139 - 10

Webs Tens. Comp.

G - D 253 - 3D - F 102 - 574



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

T2 8' Common

WEIGHT =49.7

SEQ - 37685

TYPE COMN

6'8" 6'8"

4' 4'

8'1'4" 1'4"

1'2"

4'2"

4'4"

6

17'2"4

LEFT RAKE = 1'8" RIGHT RAKE = 1'8"

A

B

C

D

E

FGH

912

3X4

1.5X4

4X4

3X8

3X4

1.5X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / T2 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 = T2 8' Common



H 607 / 8 / 207 / - / 79 / 3.5F 607 / 8 / 207 / - / - / 3.5Wind reactions based on MWFRSH Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings H & F Fcperp = 565psi.


A - B 82 0B - C 56 - 439

Chords Tens. Comp.

C - D 56 - 439D - E 82 0


H - G 83 - 79

Chords Tens. Comp.

G - F 13 - 2


B - H 103 - 574B - G 253 - 2C - G 139 - 10

Webs Tens. Comp.

G - D 253 - 3D - F 102 - 574



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

T2 8' Common

WEIGHT =49.7

SEQ - 37685

TYPE COMN

6'8" 6'8"

4' 4'

8'1'4" 1'4"

1'2"

4'2"

4'4"

6

17'2"4


A

B

C

D

E

FGH

912

3X4

1.5X4

4X4

3X8

3X4

1.5X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / TG1 8' Special 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 98 plf at -1.33 to 98 plf at 0.85 TC- From 49 plf at 0.85 to 49 plf at 4.00 TC- From 49 plf at 4.00 to 49 plf at 6.85 TC- From 98 plf at 6.85 to 98 plf at 9.33 BC- From 5 plf at -1.33 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 8.00 BC- From 5 plf at 8.00 to 5 plf at 9.33 BC- 885.00 lb Conc. Load at 0.85, 2.85, 4.85, 6.85


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 96 0.00 8.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = TG1 8' Special Girder



H 2250 / 43 / - / - / - / 3.5F 2131 / 44 / - / - / - / 3.5Wind reactions based on MWFRSH Min Brg Width Req = 2.1F Min Brg Width Req = 2.0Bearings H & F Fcperp = 565psi.


A - B 82 - 11B - C 22 - 1672

Chords Tens. Comp.

C - D 23 - 1679D - E 82 - 11


H - G 31 0

Chords Tens. Comp.

G - F 33 0


B - H 46 - 1467B - G 1257 - 8C - G 1718 - 7

Webs Tens. Comp.

G - D 1256 - 8D - F 48 - 1478



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

TG1 8' Special Girder

WEIGHT =54.7

SEQ - 37712

TYPE SPEC

6'8" 6'8"

4' 4'

8'1'4" 1'4"

1'2"

4'2"

4'4"

6

17'2"4


A

B

C

D

E

FGH

912

3X8

2X6

4X6

7X8

3X8

2X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / TG1 8' Special 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 98 plf at -1.33 to 98 plf at 0.85 TC- From 49 plf at 0.85 to 49 plf at 4.00 TC- From 49 plf at 4.00 to 49 plf at 6.85 TC- From 98 plf at 6.85 to 98 plf at 9.33 BC- From 5 plf at -1.33 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 8.00 BC- From 5 plf at 8.00 to 5 plf at 9.33 BC- 885.00 lb Conc. Load at 0.85, 2.85, 4.85, 6.85


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 96 0.00 8.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = TG1 8' Special Girder



H 2250 / 43 / - / - / - / 3.5F 2131 / 44 / - / - / - / 3.5Wind reactions based on MWFRSH Min Brg Width Req = 2.1F Min Brg Width Req = 2.0Bearings H & F Fcperp = 565psi.


A - B 82 - 11B - C 22 - 1672

Chords Tens. Comp.

C - D 23 - 1679D - E 82 - 11


H - G 31 0

Chords Tens. Comp.

G - F 33 0


B - H 46 - 1467B - G 1257 - 8C - G 1718 - 7

Webs Tens. Comp.

G - D 1256 - 8D - F 48 - 1478



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

TG1 8' Special Girder

WEIGHT =54.7

SEQ - 37712

TYPE SPEC

6'8" 6'8"

4' 4'

8'1'4" 1'4"

1'2"

4'2"

4'4"

6

17'2"4


A

B

C

D

E

FGH

912

3X8

2X6

4X6

7X8

3X8

2X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / G2 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.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.Vertical and roof plane diaphragms, and connections by others.


to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 96 0.00 8.00Apply 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 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = G2 8' Gable



L* 166 / 22 / 44 / - / 14 / 96.0H 383 / 177 / 101 / - / - / 3.5Wind reactions based on MWFRSL Min Brg Width Req = -H Min Brg Width Req = 1.5Bearings L & H Fcperp = 565psi.


A - B 116 0B - C 123 - 99C - D 210 - 84

Chords Tens. Comp.

D - E 210 - 84E - F 123 - 99F - G 116 0


L - K 55 - 57K - J 53 - 57

Chords Tens. Comp.

J - I 53 - 57I - H 51 - 54


B - L 187 - 366

Webs Tens. Comp.

F - H 187 - 366


C - K 121 - 264J - D 0 - 288

Gables Tens. Comp.

I - E 121 - 264



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

G2 8' Gable

WEIGHT =46.9

SEQ - 37688

TYPE GABL

8'

6'8" 6'8"

4' 4'

1'4" 1'4"

1'2"

4'2"

4'4"

6

17'2"4


A

B

C

D

E

F

G

HIJK

L

912

2X6

4X4

2X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / G2 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







Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = G2 8' Gable



L* 166 / 22 / 44 / - / 14 / 96.0H 383 / 177 / 101 / - / - / 3.5Wind reactions based on MWFRSL Min Brg Width Req = -H Min Brg Width Req = 1.5Bearings L & H Fcperp = 565psi.


A - B 116 0B - C 123 - 99C - D 210 - 84

Chords Tens. Comp.

D - E 210 - 84E - F 123 - 99F - G 116 0


L - K 55 - 57K - J 53 - 57

Chords Tens. Comp.

J - I 53 - 57I - H 51 - 54


B - L 187 - 366

Webs Tens. Comp.

F - H 187 - 366


C - K 121 - 264J - D 0 - 288

Gables Tens. Comp.

I - E 121 - 264



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

G2 8' Gable

WEIGHT =46.9

SEQ - 37688

TYPE GABL

8'

6'8" 6'8"

4' 4'

1'4" 1'4"

1'2"

4'2"

4'4"

6

17'2"4


A

B

C

D

E

F

G

HIJK

L

912

2X6

4X4

2X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / T3 10'2" 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 Webs 2x4 SPF Stud



End verticals not exposed to wind pressure.





PLT TYP. WAVEDESC = T3 10'2" Special



H 814 / - / 272 / - / 131 / 3.5F 814 / - / 272 / - / - / 3.5Wind reactions based on MWFRSH Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings H & F Fcperp = 565psi.


A - B 141 0B - C 88 - 496

Chords Tens. Comp.

C - D 88 - 496D - E 141 0


H - G 133 - 131

Chords Tens. Comp.

G - F 9 - 2


B - H 128 - 773B - G 249 - 30C - G 150 - 57

Webs Tens. Comp.

G - D 249 - 31D - F 126 - 773



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

T3 10'2" Special

WEIGHT =75.2

SEQ - 37755

TYPE SPEC

9'7"5 9'7"5

5'1" 5'1"

10'2"2' 2'

2'3"

8

6'11

"7

8'1"2


A

B

C

D

E

FGH

11

12 3X4

2X4

4X6

3X8

3X4

2X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / T3 10'2" 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 Webs 2x4 SPF Stud



End verticals not exposed to wind pressure.





PLT TYP. WAVEDESC = T3 10'2" Special



H 814 / - / 272 / - / 131 / 3.5F 814 / - / 272 / - / - / 3.5Wind reactions based on MWFRSH Min Brg Width Req = 1.5F Min Brg Width Req = 1.5Bearings H & F Fcperp = 565psi.


A - B 141 0B - C 88 - 496

Chords Tens. Comp.

C - D 88 - 496D - E 141 0


H - G 133 - 131

Chords Tens. Comp.

G - F 9 - 2


B - H 128 - 773B - G 249 - 30C - G 150 - 57

Webs Tens. Comp.

G - D 249 - 31D - F 126 - 773



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

T3 10'2" Special

WEIGHT =75.2

SEQ - 37755

TYPE SPEC

9'7"5 9'7"5

5'1" 5'1"

10'2"2' 2'

2'3"

8

6'11

"7

8'1"2


A

B

C

D

E

FGH

11

12 3X4

2X4

4X6

3X8

3X4

2X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / G1 10'2" 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



due to dead load.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.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements. In lieu of structural panels or rigid ceiling use purlins





Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = G1 10'2" Gable



J* 220 / 32 / 62 / - / 18 / 121Wind reactions based on MWFRSP Min Brg Width Req = -Bearing P Fcperp = 565psi.


A - B 204 0B - C 257 - 249C - D 253 - 102D - E 360 - 134

Chords Tens. Comp.

E - F 361 - 134F - G 252 - 102G - H 256 - 249H - I 204 0


P - O 87 - 84O - N 94 - 89N - M 94 - 90

Chords Tens. Comp.

M - L 94 - 90L - K 95 - 89K - J 98 - 95


P - B 353 - 663C - O 222 - 135D - N 148 - 357M - E 10 - 425

Gables Tens. Comp.

L - F 148 - 357K - G 223 - 136H - J 347 - 663



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

G1 10'2" Gable

WEIGHT =80.4

SEQ - 37739

TYPE GABL

10'2"

9'7"5 9'7"5

5'1" 5'1"

2' 2'

2'3"

8

6'11

"7

8'1"2


A

B

C

D

E

F

G

H

I

JKLMNO

P

11

12

2X6

1.5X4

4X4

1.5X4

2X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / G1 10'2" 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



due to dead load.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.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements. In lieu of structural panels or rigid ceiling use purlins





Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = G1 10'2" Gable



J* 220 / 32 / 62 / - / 18 / 121Wind reactions based on MWFRSP Min Brg Width Req = -Bearing P Fcperp = 565psi.


A - B 204 0B - C 257 - 249C - D 253 - 102D - E 360 - 134

Chords Tens. Comp.

E - F 361 - 134F - G 252 - 102G - H 256 - 249H - I 204 0


P - O 87 - 84O - N 94 - 89N - M 94 - 90

Chords Tens. Comp.

M - L 94 - 90L - K 95 - 89K - J 98 - 95


P - B 353 - 663C - O 222 - 135D - N 148 - 357M - E 10 - 425

Gables Tens. Comp.

L - F 148 - 357K - G 223 - 136H - J 347 - 663



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

G1 10'2" Gable

WEIGHT =80.4

SEQ - 37739

TYPE GABL

10'2"

9'7"5 9'7"5

5'1" 5'1"

2' 2'

2'3"

8

6'11

"7

8'1"2


A

B

C

D

E

F

G

H

I

JKLMNO

P

11

12

2X6

1.5X4

4X4

1.5X4

2X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / HJ1 9'10"1 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:Rt Bearing Leg 2x4 SPF Stud:

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 0 plf at -1.89 to 94 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84PLT- 11.85 lb Conc. Load at ( 2.10, 8.74)PLT- 227.07 lb Conc. Load at ( 4.93, 9.24)PLB- 24.38 lb Conc. Load at ( 2.10, 8.52)PLB- 108.64 lb Conc. Load at ( 4.93, 8.13)PLB- 570.58 lb Conc. Load at ( 7.76, 8.13)


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.





PLT TYP. WAVEDESC = HJ1 9'10"1 Hip Jack Girder



I 752 / - / 1 / - / - / 4.9E 637 / - / 25 / - / - / 1.5Wind reactions based on MWFRSI Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearings I & E Fcperp = 565psi.


A - B 31 - 2B - C 0 - 1399

Chords Tens. Comp.

C - D 0 - 114


B - H 1363 0H - G 1309 0

Chords Tens. Comp.

G - F 0 0


H - C 493 0C - G 0 - 1307E - G 678 0

Webs Tens. Comp.

D - E 678 0D - E 0 - 569



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

HJ1 9'10"1 Hip Jack Girder

WEIGHT =47.4

SEQ - 37634

TYPE HIP_

11'10"14

9'10"1

9'8"71"10

1'10"10

9'10"1

9"43"12

1'3"

5

2'0"

9

2'4"

7HB 3"8

8'1"2

8'10"6

LEFT RAKE = 1'11" RIGHT RAKE = 1"10

AB

C

D

E

FGH

I

2.12 12

3X4(A3)3X4(A3)

2X6

3X4

4X4

2X6(**)

4X8

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / HJ1 9'10"1 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:Rt Bearing Leg 2x4 SPF Stud:

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 0 plf at -1.89 to 94 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84PLT- 11.85 lb Conc. Load at ( 2.10, 8.74)PLT- 227.07 lb Conc. Load at ( 4.93, 9.24)PLB- 24.38 lb Conc. Load at ( 2.10, 8.52)PLB- 108.64 lb Conc. Load at ( 4.93, 8.13)PLB- 570.58 lb Conc. Load at ( 7.76, 8.13)


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.





PLT TYP. WAVEDESC = HJ1 9'10"1 Hip Jack Girder



I 752 / - / 1 / - / - / 4.9E 637 / - / 25 / - / - / 1.5Wind reactions based on MWFRSI Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearings I & E Fcperp = 565psi.


A - B 31 - 2B - C 0 - 1399

Chords Tens. Comp.

C - D 0 - 114


B - H 1363 0H - G 1309 0

Chords Tens. Comp.

G - F 0 0


H - C 493 0C - G 0 - 1307E - G 678 0

Webs Tens. Comp.

D - E 678 0D - E 0 - 569



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

HJ1 9'10"1 Hip Jack Girder

WEIGHT =47.4

SEQ - 37634

TYPE HIP_

11'10"14

9'10"1

9'8"71"10

1'10"10

9'10"1

9"43"12

1'3"

5

2'0"

9

2'4"

7HB 3"8

8'1"2

8'10"6

LEFT RAKE = 1'11" RIGHT RAKE = 1"10

AB

C

D

E

FGH

I

2.12 12

3X4(A3)3X4(A3)

2X6

3X4

4X4

2X6(**)

4X8

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / EJ1 7' 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 Webs 2x4 SPF Stud:Rt Bearing Leg 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 81 0.15 6.86Apply 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-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.


PLT TYP. WAVEDESC = EJ1 7' End Jack



B 553 / 48 / 90 / - / 38 / 3.5E 380 / 38 / 50 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearings B & E Fcperp = 565psi.


A - B 32 0B - C 136 - 526

Chords Tens. Comp.

C - D 3 - 92


B - G 479 - 186

Chords Tens. Comp.

G - F 0 0


C - G 208 - 519E - G 359 - 86

Webs Tens. Comp.

D - E 359 - 86D - E 130 - 320



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ1 7' End Jack

WEIGHT =30.8

SEQ - 37632

TYPE EJAC

8'7"1

7'

6'10"61"10

1'4"

7'9"

4

3"14

1'3"

10

2'0"

14

2'4"

10HB 3"8

8'1"2

8'10"6

LEFT RAKE = 1'4"8 RIGHT RAKE = 1"11

AB

C

D

E

FG

312

3X4(A1)

1.5X3

4X4

2X6

4X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / EJ1 7' 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 Webs 2x4 SPF Stud:Rt Bearing Leg 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 81 0.15 6.86Apply 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-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.


PLT TYP. WAVEDESC = EJ1 7' End Jack



B 553 / 48 / 90 / - / 38 / 3.5E 380 / 38 / 50 / - / - / 1.5Wind reactions based on MWFRSB Min Brg Width Req = 1.5E Min Brg Width Req = 1.5Bearings B & E Fcperp = 565psi.


A - B 32 0B - C 136 - 526

Chords Tens. Comp.

C - D 3 - 92


B - G 479 - 186

Chords Tens. Comp.

G - F 0 0


C - G 208 - 519E - G 359 - 86

Webs Tens. Comp.

D - E 359 - 86D - E 130 - 320



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ1 7' End Jack

WEIGHT =30.8

SEQ - 37632

TYPE EJAC

8'7"1

7'

6'10"61"10

1'4"

7'9"

4

3"14

1'3"

10

2'0"

14

2'4"

10HB 3"8

8'1"2

8'10"6

LEFT RAKE = 1'4"8 RIGHT RAKE = 1"11

AB

C

D

E

FG

312

3X4(A1)

1.5X3

4X4

2X6

4X6

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / EJ2 5'4"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 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = EJ2 5'4"15 Jack



B 465 / 11 / 134 / - / 30 / 3.5E 285 / - / 91 / - / - / -Wind reactions based on MWFRSB Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 32 0B - C 13 - 85

Chords Tens. Comp.

C - D 0 - 2


B - F 37 - 14

Chords Tens. Comp.

F - E 0 0


C - F 124 - 207



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ2 5'4"15 Jack

WEIGHT =22.4

SEQ - 37622

TYPE JACK

6'11"7

5'4"151'4"

3"14

1'8"

1

1'11

"13HB 1"

8'1"2

LEFT RAKE = 1'4"8

AB

CD

EF

312

3X4(A1)

1.5X3

1.5X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / EJ2 5'4"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 Webs 2x4 SPF Stud










B 465 / 11 / 134 / - / 30 / 3.5E 285 / - / 91 / - / - / -Wind reactions based on MWFRSB Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing B Fcperp = 565psi.


A - B 32 0B - C 13 - 85

Chords Tens. Comp.

C - D 0 - 2


B - F 37 - 14

Chords Tens. Comp.

F - E 0 0


C - F 124 - 207



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ2 5'4"15 Jack

WEIGHT =22.4

SEQ - 37622

TYPE JACK

6'11"7

5'4"151'4"

3"14

1'8"

1

1'11

"13HB 1"

8'1"2

LEFT RAKE = 1'4"8

AB

CD

EF

312

3X4(A1)

1.5X3

1.5X4

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / P2 7'9"13 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







Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.

PLT TYP. WAVEDESC = P2 7'9"13 Gable



A 39 / 56 / 66 / - / 82 / 5.2B* 171 / 30 / 58 / - / - / 79.4G 39 / 7 / 8 / - / - / 5.2Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -G Min Brg Width Req = 1.5Bearings A, B, & G are a rigid surface.


A - B 103 - 105B - C 53 - 98C - D 92 - 170

Chords Tens. Comp.

D - E 92 - 170E - F 29 - 98F - G 11 - 26


B - J 67 - 31J - I 80 - 31

Chords Tens. Comp.

I - H 80 - 31H - F 67 - 24


C - J 164 - 279I - D 0 - 194

Gables Tens. Comp.

H - E 164 - 279



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

P2 7'9"13 Gable

WEIGHT =36.2

SEQ - 37676

TYPE GABL

7"46'7"6

7"4

5'3"10

5'3"10

3'10"15 3'10"15

7"46'7"6

7"4

7'9"13

3'5"

6

1"10

3'7"

20'1"220'2"12

LEFT RAKE = 2"12 RIGHT RAKE = 2"12

AB

C

D

E

FG

HIJ

11

12

3X4(B1)

4X4

3X4(B1)

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / P2 7'9"13 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







Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.

PLT TYP. WAVEDESC = P2 7'9"13 Gable



A 39 / 56 / 66 / - / 82 / 5.2B* 171 / 30 / 58 / - / - / 79.4G 39 / 7 / 8 / - / - / 5.2Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -G Min Brg Width Req = 1.5Bearings A, B, & G are a rigid surface.


A - B 103 - 105B - C 53 - 98C - D 92 - 170

Chords Tens. Comp.

D - E 92 - 170E - F 29 - 98F - G 11 - 26


B - J 67 - 31J - I 80 - 31

Chords Tens. Comp.

I - H 80 - 31H - F 67 - 24


C - J 164 - 279I - D 0 - 194

Gables Tens. Comp.

H - E 164 - 279



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

P2 7'9"13 Gable

WEIGHT =36.2

SEQ - 37676

TYPE GABL

7"46'7"6

7"4

5'3"10

5'3"10

3'10"15 3'10"15

7"46'7"6

7"4

7'9"13

3'5"

6

1"10

3'7"

20'1"220'2"12


AB

C

D

E

FG

HIJ

11

12

3X4(B1)

4X4

3X4(B1)

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / P1 7'9"13 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 Webs 2x4 SPF Stud

All plates are 3X4(B1) except as noted. 115 mph wind, 21.89 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.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 0.15 6.47Apply 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 balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.

PLT TYP. WAVEDESC = P1 7'9"13 Special



A -110 / 110 / 65 / - / 59 / 5.2B* 164 / 14 / 58 / - / - / 79.4E -110 / 110 / 40 / - / - / 5.2A / 110E / 110Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -E Min Brg Width Req = 1.5Bearings A, B, & E are a rigid surface.


A - B 112 - 87B - C 67 - 231

Chords Tens. Comp.

C - D 67 - 231D - E 105 - 38


B - F 80 - 10

Chords Tens. Comp.

F - D 80 - 10


C - F 8 - 107



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

P1 7'9"13 Special

WEIGHT =30.6

SEQ - 37737

TYPE SPEC

7"46'7"6

7"4

5'3"10

5'3"10

3'10"15 3'10"15

7"46'7"6

7"4

7'9"13

3'5"

6

1"10

3'7"

20'1"220'2"12


AB

C

DE

F

11

12

4X4

1.5X3

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / P1 7'9"13 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 Webs 2x4 SPF Stud

All plates are 3X4(B1) except as noted. 115 mph wind, 21.89 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.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 0.15 6.47Apply 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 balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.

PLT TYP. WAVEDESC = P1 7'9"13 Special



A -110 / 110 / 65 / - / 59 / 5.2B* 164 / 14 / 58 / - / - / 79.4E -110 / 110 / 40 / - / - / 5.2A / 110E / 110Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -E Min Brg Width Req = 1.5Bearings A, B, & E are a rigid surface.


A - B 112 - 87B - C 67 - 231

Chords Tens. Comp.

C - D 67 - 231D - E 105 - 38


B - F 80 - 10

Chords Tens. Comp.

F - D 80 - 10


C - F 8 - 107



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

P1 7'9"13 Special

WEIGHT =30.6

SEQ - 37737

TYPE SPEC

7"46'7"6

7"4

5'3"10

5'3"10

3'10"15 3'10"15

7"46'7"6

7"4

7'9"13

3'5"

6

1"10

3'7"

20'1"220'2"12


AB

C

DE

F

11

12

4X4

1.5X3

Job:(93049) / -MCBAIN BLDG PRODUCTS /THOMAS SHARLENE BORKE / EJ3 3'4"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=38.50 psf.




B 368 / 18 / 104 / - / 22 / 3.5D 54 / - / 29 / - / - / 1.5C 114 / 10 / 24 / - / - / 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 32 0

Chords Tens. Comp.

B - C 28 - 27


B - D 0 0



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ3 3'4"15 Jack

WEIGHT =12.6

SEQ - 37617

TYPE JACK

4'10"11

3'4"151'4"

3"14

1'2"

1

1'5"

13

8'1"2

8'11"11

LEFT RAKE = 1'4"8

A

B

C

D

312

3X4(A1)







Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.




B 368 / 18 / 104 / - / 22 / 3.5D 54 / - / 29 / - / - / 1.5C 114 / 10 / 24 / - / - / 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 32 0

Chords Tens. Comp.

B - C 28 - 27


B - D 0 0



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ3 3'4"15 Jack

WEIGHT =12.6

SEQ - 37617

TYPE JACK

4'10"11

3'4"151'4"

3"14

1'2"

1

1'5"

13

8'1"2

8'11"11

LEFT RAKE = 1'4"8

A

B

C

D

312

3X4(A1)




In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 15 -0.46 0.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.




B 306 / 33 / 82 / - / 14 / 3.5D 12 / 9 / 12 / - / - / 1.5C 6 / 5 / 10 / - / - / 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 32 0

Chords Tens. Comp.

B - C 4 - 9


B - D 0 0



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ4 1'4"15 Jack

WEIGHT =7.0

SEQ - 37615

TYPE JACK

2'9"15

1'4"15

1'4"

3"14 8"1

11"1

3

8'1"2

8'5"11

LEFT RAKE = 1'4"8

A

BC

D

312

3X4(A1)




In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 15 -0.46 0.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.




B 306 / 33 / 82 / - / 14 / 3.5D 12 / 9 / 12 / - / - / 1.5C 6 / 5 / 10 / - / - / 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 32 0

Chords Tens. Comp.

B - C 4 - 9


B - D 0 0



TC LL 40.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 57.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 93049DATE - 11/28/16

EJ4 1'4"15 Jack

WEIGHT =7.0

SEQ - 37615

TYPE JACK

2'9"15

1'4"15

1'4"

3"14 8"1

11"1

3

8'1"2

8'5"11

LEFT RAKE = 1'4"8

A

BC

D

312

3X4(A1)

93049 BORKE JOB - Letherer BORKE JOB MU S 26 MU S 26 TJC37 TJC37 2 ... N 24 -3269 N - O 21 -3284 O -...

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Transcript of 93049 BORKE JOB - Letherer BORKE JOB MU S 26 MU S 26 TJC37 TJC37 2 ... N 24 -3269 N - O 21 -3284 O -...