· 4/12 4/12 4/12 4/12 4/12 4 / 12 4 / 12 9/12 9 / 12 9/12 9 / 12 92 ' 8" 28 ' 6 "8 16' 13 ' 6" 15...

4/124/12

4/12 4/12 4/12

4/12

4/12

9/12

9/12

9/12

9/12

92'8

"

28'6

"816

'13

'6"

15'7

"12

12'7

"86'

94'1

"

12'6" 15'10"4 8'5"4 1'4"

12

6'5"124'6"4 1'

1"

11'6"4 8"12 4'5" 2'

8"4

10"1

2

2'4" 4'3"

2'10

"12

15'8"4 2'11

"4

28'2

"429

'6"

28'3

"4

5'5"

12

2'

2'

2'

2'

5'5"

12

3'86

'8"

4'5"

12'6" 50' 35'10"

1'

19'4

"36

'2"

37'2

"4'

5"

12'6" 25' 7'2" 25'8" 9'8" 19'4"99'4"

A B C D E F G H J K L M N P Q R S T

2

3

4

5

6

7

1BOT CHORDEXTENDED FORHANGER

BOT CHORDEXTENDED FORHANGER

TRUSSES ARE STUBBED 1-1/2" AT EXTERIOR WALLS FOR SHEATHING

UPSET BEAM B.O.

2X4 PURLINS FLAT @ 24"OC MAX

DBL 2X6 PLATES ON TOPOF TOP CHORD OF TRUSS

DBL 2X6 PLATES ON TOPOF TOP CHORD OF TRUSS

18/S6.0

HUS26

HUS26 HUS26

HUS26

LUS24

LUS24

NAILTJC

37

HH

US2

82

HH

US2

62

3 PLY

2 PL

Y

2 PL

Y

2 PLY

2 PLY 2 PLY

A

AX

TT1

T1

T2X

T2X

T3X

T3XT3X

T3X T5

T5

T5

T5

T5

T5

T5

T5

T6 T6

T6T6

T6 T6

T6T6

TL

TL

T4

T4

BBX

CCX

AV1

AV2

AV3

AV4

AV5

AV6

AV7

AV8

AV9

AV10

AV11

BV1

BV2

BV3

BV4

BV5

BV6

BV7

BV8

BV9

BV10

BV11

BV12

BV13

CV1

CV2

CV3

CV4

CV5

CV6

CV7

CV8

CV9

CV10

CV11

CV12

CV13

DS1 D D1X

D3X

DS2

DS1

E1

EDS1

EDS2

EDS2

FF FDS1

FDS1

FDS2

D

D D2D2

D4

D5X

D6

EEE1

E1E1E2

P

FFF F1F1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP2

BP2

BP1

BP1

BP1

BP1

F2

BP3BP3 BP3

BP3

BP3

BP3

BP3

BP3

BP3

BP3

BP3

BP4

BP4

BP3 BP3BP3 BP3 BP3BP4 BP4

BP3BP3 BP3BP3 BP3BP3 BP3 BP3BP4 BP4

BP3

BP3

BP3

BP3

BP3

BP3

BP3

BP3

BP4

BP4

BP5

BP5BP5

BP5

BP5BP5 BP5BP5 BP5BP5 BP5BP5

BP5

BP5BP5 BP5BP5 BP5BP5 BP5BP5

BP5

BP5

BP5

BP5BP5 BP5BP5 BP5BP5 BP5

BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5 BP5BP5 BP5BP5 BP5BP5 BP5

BP6BP6

TV1

TV2

A

A

PAGE NO:

1 OF 1

JOB NO:

102711

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Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / A 49'9" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E :B2, B3 2x6 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2, W11 2x6 SP 2700f-2.0E::W4, W6, W7, W9 2x4 SPF #3: :W10 2x4 SPF 1650f-1.5E:

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

115 mph wind, 16.03 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. Calculated horizontal deflection is 0.17" due to live load and 0.09"

due to dead load.(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) BC 120 0.00 49.75Apply 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 increase

factor for dead load is 2.00.Calculated vertical deflection is 0.49" due to live load and 0.54" dueto dead load at X = 29-5-9. WARNING: Furnish a copy of this DWG to the installation contractor.

Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.

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 = A 49'9" 4/12 Common

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

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

T 3717 / - / 1446 / - / 136 / 5.5U 3719 / - / 1446 / - / - / 5.5Wind reactions based on MWFRST Min Brg Width Req = 3.5U Min Brg Width Req = 3.5Bearings T & U Fcperp = 565psi.

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

A - B 60 0B - C 116 - 214C - D 818 - 7344D - E 837 - 7274E - F 788 - 6211

Chords Tens. Comp.

F - G 788 - 6214G - H 838 - 7279H - I 818 - 7349I - J 116 - 214J - K 60 0

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

T - S 6909 - 673S - R 6220 - 573R - Q 6220 - 573Q - P 4986 - 397

Chords Tens. Comp.

P - O 4986 - 397O - N 6223 - 577N - M 6223 - 577M - L 6914 - 676

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

B - T 256 - 586T - C 731 - 7449C - S 199 - 194S - E 812 - 56E - Q 276 - 1422Q - F 2041 - 160

Webs Tens. Comp.

F - O 2047 - 160O - G 276 - 1423G - M 815 - 56M - I 199 - 193I - L 731 - 7454J - L 255 - 586

**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 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

A 49'9" 4/12 Common

WEIGHT =362.4

SEQ - 231348

TYPE COMN

(a)

(a) (a)(a)

10'10"

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

AB

CD

E

F

G

HI

JK

LMNOPQRST U

412

1.5X4(**)SS0708

4X12

3X4

5X6

H0510

4X4

4X8(R)

7X8

H0510 4X8(R)

4X4

H0510

5X6

3X4

4X12

1.5X4(**)SS0708

28'1"5 28'1"5

24'10"8 24'10"8

49'9"1'9"8 1'9"8

1'4"4

9'7"

12Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / A 49'9" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E :B2, B3 2x6 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2, W11 2x6 SP 2700f-2.0E::W4, W6, W7, W9 2x4 SPF #3: :W10 2x4 SPF 1650f-1.5E:



Wind loads and reactions based on MWFRS with additional C&Cmember design. Calculated horizontal deflection is 0.17" due to live load and 0.09"

due to dead load.(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.




factor for dead load is 2.00.Calculated vertical deflection is 0.49" due to live load and 0.54" dueto dead load at X = 29-5-9. WARNING: Furnish a copy of this DWG to the installation contractor.

Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.


PLT TYP. WAVEDESC = A 49'9" 4/12 Common



T 3717 / - / 1446 / - / 136 / 5.5U 3719 / - / 1446 / - / - / 5.5Wind reactions based on MWFRST Min Brg Width Req = 3.5U Min Brg Width Req = 3.5Bearings T & U Fcperp = 565psi.


A - B 60 0B - C 116 - 214C - D 818 - 7344D - E 837 - 7274E - F 788 - 6211

Chords Tens. Comp.

F - G 788 - 6214G - H 838 - 7279H - I 818 - 7349I - J 116 - 214J - K 60 0


T - S 6909 - 673S - R 6220 - 573R - Q 6220 - 573Q - P 4986 - 397

Chords Tens. Comp.

P - O 4986 - 397O - N 6223 - 577N - M 6223 - 577M - L 6914 - 676


B - T 256 - 586T - C 731 - 7449C - S 199 - 194S - E 812 - 56E - Q 276 - 1422Q - F 2041 - 160

Webs Tens. Comp.

F - O 2047 - 160O - G 276 - 1423G - M 815 - 56M - I 199 - 193I - L 731 - 7454J - L 255 - 586



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

A 49'9" 4/12 Common

WEIGHT =362.4

SEQ - 231348

TYPE COMN

(a)

(a) (a)(a)

10'10"


AB

CD

E

F

G

HI

JK

LMNOPQRST U

412

1.5X4(**)SS0708

4X12

3X4

5X6

H0510

4X4

4X8(R)

7X8

H0510 4X8(R)

4X4

H0510

5X6

3X4

4X12

1.5X4(**)SS0708

28'1"5 28'1"5

24'10"8 24'10"8

49'9"1'9"8 1'9"8

1'4"4

9'7"

12

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AX 50'6" 4/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x10 SP 2400f-2.0E Webs 2x4 SPF Stud:W5, W6, W7, W11, W12, W13 2x4 SPF #1/#2: :W8, W10 2x4 SPF 1650f-1.5E::W9 2x4 SPF 2100f-1.8E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

All plates are 7X8(R) except as noted.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 25.25 TC- From 101 plf at 25.25 to 101 plf at 50.50 BC- From 15 plf at 0.00 to 15 plf at 50.50 BC- 1897.65 lb Conc. Load at 1.88, 3.88, 5.88, 7.88 9.88,11.88,13.88,15.88,17.88,19.88,21.88,23.88,25.8829.88,31.88,33.88,35.88,37.88,39.88,41.88,43.88,45.8847.88 BC- 1851.09 lb Conc. Load at 27.88 BC- 2724.33 lb Conc. Load at 49.88

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 49.667' 1 12" 5 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.


Wind loads and reactions based on MWFRS.Calculated horizontal deflection is 0.21" due to live load and 0.13"due to dead load.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 2.00.Calculated vertical deflection is 0.74" due to live load and 0.89" dueto dead load at X = 30-4-5.

PLT TYP. WAVEDESC = AX 50'6" 4/12 Girder



Z 26048 / - / 456 / - / - / 10.0AA 28035 / - / 445 / 0 / - / 10.0Wind reactions based on MWFRSZ Min Brg Width Req = 9.5M Min Brg Width Req = -Bearings Z & M Fcperp = 565psi.


A - B 0- 17915B - C 0- 19492C - D 0- 18017D - E 0- 17988E - F 0- 15743F - G 0- 13534

Chords Tens. Comp.

G - H 0 - 13534H - I 0 - 15741I - J 0 - 18001J - K 0 - 18029K - L 0 - 19512L - M 0 - 17995


A - Y 16605 0Y - X 16606 0X - W 18517 0W - V 18517 0V - U 16994 0U - T 14799 0T - S 14797 0

Chords Tens. Comp.

S - R 14797 0R - Q 17004 0Q - P 18536 0P - O 18536 0O - N 16683 0N - M 16683 0


Y - B 18 - 147B - X 2142 0X - C 1092 - 12C - V 0 - 1784V - E 2784 0

Webs Tens. Comp.

T - H 0 - 3279H - R 3693 0R - I 0 - 3175I - Q 2804 0Q - K 0 - 1793



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AX 50'6" 4/12 Girder

WEIGHT =1535.2

SEQ - 231607

TYPE COMN

3 Complete Trusses Required

BL1 10'10"

A

B

CD

E

F

G

H

IJ

K

L

M

NOPQRSTUVWXYZ AA

412

SS1012(B6R)

1.5X4

7X8

H0710

4X4(R)8X8

SS10126X12(R)

6X8

8X20(R)

8X20(R) SS0708

6X8

6X12(R)SS1012

8X84X6

H0710

7X8

1.5X4

SS1012(B6R)

26'7"6 26'7"6

25'3" 25'3"

50'6"

1'2"12

9'7"

12Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AX 50'6" 4/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x10 SP 2400f-2.0E Webs 2x4 SPF Stud:W5, W6, W7, W11, W12, W13 2x4 SPF #1/#2: :W8, W10 2x4 SPF 1650f-1.5E::W9 2x4 SPF 2100f-1.8E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

All plates are 7X8(R) except as noted.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 25.25 TC- From 101 plf at 25.25 to 101 plf at 50.50 BC- From 15 plf at 0.00 to 15 plf at 50.50 BC- 1897.65 lb Conc. Load at 1.88, 3.88, 5.88, 7.88 9.88,11.88,13.88,15.88,17.88,19.88,21.88,23.88,25.8829.88,31.88,33.88,35.88,37.88,39.88,41.88,43.88,45.8847.88 BC- 1851.09 lb Conc. Load at 27.88 BC- 2724.33 lb Conc. Load at 49.88



Wind loads and reactions based on MWFRS.Calculated horizontal deflection is 0.21" due to live load and 0.13"due to dead load.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 2.00.Calculated vertical deflection is 0.74" due to live load and 0.89" dueto dead load at X = 30-4-5.




Z 26048 / - / 456 / - / - / 10.0AA 28035 / - / 445 / 0 / - / 10.0Wind reactions based on MWFRSZ Min Brg Width Req = 9.5M Min Brg Width Req = -Bearings Z & M Fcperp = 565psi.


A - B 0- 17915B - C 0- 19492C - D 0- 18017D - E 0- 17988E - F 0- 15743F - G 0- 13534

Chords Tens. Comp.

G - H 0 - 13534H - I 0 - 15741I - J 0 - 18001J - K 0 - 18029K - L 0 - 19512L - M 0 - 17995


A - Y 16605 0Y - X 16606 0X - W 18517 0W - V 18517 0V - U 16994 0U - T 14799 0T - S 14797 0

Chords Tens. Comp.

S - R 14797 0R - Q 17004 0Q - P 18536 0P - O 18536 0O - N 16683 0N - M 16683 0


Y - B 18 - 147B - X 2142 0X - C 1092 - 12C - V 0 - 1784V - E 2784 0

Webs Tens. Comp.

T - H 0 - 3279H - R 3693 0R - I 0 - 3175I - Q 2804 0Q - K 0 - 1793



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =1535.2

SEQ - 231607

TYPE COMN


BL1 10'10"

A

B

CD

E

F

G

H

IJ

K

L

M

NOPQRSTUVWXYZ AA

412

SS1012(B6R)

1.5X4

7X8

H0710

4X4(R)8X8

SS10126X12(R)

6X8

8X20(R)

8X20(R) SS0708

6X8

6X12(R)SS1012

8X84X6

H0710

7X8

1.5X4

SS1012(B6R)

26'7"6 26'7"6

25'3" 25'3"

50'6"

1'2"12

9'7"

12

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AX 50'6" 4/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 50.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

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

* WARNING* A reaction exceeds 20000 lbs.

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



E - U 0 - 3156U - F 3697 0F - T 0 - 3282G - T 7598 0

K - O 1098 - 12O - L 2078 0L - N 18 - 147



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =1535.2

SEQ - 231607

TYPE COMN

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV1 44'7"9 4/12 Valley 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


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


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.


PLT TYP. WAVEDESC = AV1 44'7"9 4/12 Valley


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

Y* 131 / - / 51 / - / 2 / 535Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 301 - 83B - C 200 - 31C - D 266 - 25D - E 288 - 1E - F 292 0F - G 281 0

Chords Tens. Comp.

G - H 281 0H - I 292 0I - J 288 0J - K 266 - 25K - L 200 - 31L - M 301 - 83


A - X 103 - 191X - W 107 - 205W - V 108 - 210V - U 109 - 214U - T 110 - 214T - S 111 - 218

Chords Tens. Comp.

S - R 111 - 218R - Q 109 - 214Q - P 109 - 214P - O 108 - 210O - N 107 - 205N - M 103 - 191


B - X 186 - 555D - W 108 - 352E - V 114 - 499F - T 191 - 651G - S 26 - 471

Webs Tens. Comp.

R - H 191 - 651P - I 114 - 499O - J 108 - 352N - L 186 - 555



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV1 44'7"9 4/12 Valley

WEIGHT =179.4

SEQ - 231384

TYPE VAL

13'0"4A

BC

D

E

F

G

H

I

JK

L

M

NOPQRSTUVWX Y

412

3X5(D1)1.5X3

1.5X3

3X51.5X3

1.5X3

1.5X3

1.5X33X6

1.5X3

1.5X3

5X6

1.5X4 1.5X3

1.5X3

3X61.5X3

1.5X3

1.5X3

1.5X33X5

1.5X3

1.5X33X5(D1)

44'7"9

22'8" 22'8"

22'3"12 22'3"12

0"4

7'5"

8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV1 44'7"9 4/12 Valley 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












A - B 301 - 83B - C 200 - 31C - D 266 - 25D - E 288 - 1E - F 292 0F - G 281 0

Chords Tens. Comp.

G - H 281 0H - I 292 0I - J 288 0J - K 266 - 25K - L 200 - 31L - M 301 - 83


A - X 103 - 191X - W 107 - 205W - V 108 - 210V - U 109 - 214U - T 110 - 214T - S 111 - 218

Chords Tens. Comp.

S - R 111 - 218R - Q 109 - 214Q - P 109 - 214P - O 108 - 210O - N 107 - 205N - M 103 - 191


B - X 186 - 555D - W 108 - 352E - V 114 - 499F - T 191 - 651G - S 26 - 471

Webs Tens. Comp.

R - H 191 - 651P - I 114 - 499O - J 108 - 352N - L 186 - 555



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV1 44'7"9 4/12 Valley

WEIGHT =179.4

SEQ - 231384

TYPE VAL

13'0"4A

BC

D

E

F

G

H

I

JK

L

M

NOPQRSTUVWX Y

412

3X5(D1)1.5X3

1.5X3

3X51.5X3

1.5X3

1.5X3

1.5X33X6

1.5X3

1.5X3

5X6

1.5X4 1.5X3

1.5X3

3X61.5X3

1.5X3

1.5X3

1.5X33X5

1.5X3

1.5X33X5(D1)

44'7"9

22'8" 22'8"

22'3"12 22'3"12

0"4

7'5"

8




In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 38.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.









A - B 94 - 53B - C 70 - 38C - D 106 - 30D - E 115 - 27E - F 135 - 42F - G 160 - 63

Chords Tens. Comp.

G - H 160 - 63H - I 135 - 42I - J 115 - 27J - K 106 - 18K - L 70 - 38L - M 94 - 53


A - X 66 - 62X - W 70 - 67W - V 72 - 69V - U 74 - 71U - T 74 - 60T - S 75 - 60

Chords Tens. Comp.

S - R 75 - 60R - Q 74 - 59Q - P 74 - 59P - O 72 - 58O - N 70 - 56N - M 66 - 51


B - X 155 - 419D - W 117 - 400E - V 109 - 462F - T 182 - 643G - S 19 - 364

Webs Tens. Comp.

R - H 182 - 643P - I 109 - 462O - J 117 - 400N - L 155 - 418



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV2 40'7"9 4/12 Valley

WEIGHT =161.3

SEQ - 231386

TYPE VAL

13'8"4A

B

C D

E

F

G

H

I

J K

L

M

NOPQRSTUVWXY

412

3X5(D1)1.5X3

1.5X3

3X51.5X3

1.5X3

1.5X3

1.5X3 3X6

1.5X3

1.5X3

5X5

1.5X3 1.5X3

1.5X3

3X6 1.5X3

1.5X3

1.5X3

1.5X33X5

1.5X3

1.5X3 3X5(D1)

40'7"9

20'6"11 20'6"11

20'3"12 20'3"12

0"4

6'9"













A - B 94 - 53B - C 70 - 38C - D 106 - 30D - E 115 - 27E - F 135 - 42F - G 160 - 63

Chords Tens. Comp.

G - H 160 - 63H - I 135 - 42I - J 115 - 27J - K 106 - 18K - L 70 - 38L - M 94 - 53


A - X 66 - 62X - W 70 - 67W - V 72 - 69V - U 74 - 71U - T 74 - 60T - S 75 - 60

Chords Tens. Comp.

S - R 75 - 60R - Q 74 - 59Q - P 74 - 59P - O 72 - 58O - N 70 - 56N - M 66 - 51


B - X 155 - 419D - W 117 - 400E - V 109 - 462F - T 182 - 643G - S 19 - 364

Webs Tens. Comp.

R - H 182 - 643P - I 109 - 462O - J 117 - 400N - L 155 - 418



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV2 40'7"9 4/12 Valley

WEIGHT =161.3

SEQ - 231386

TYPE VAL

13'8"4A

B

C D

E

F

G

H

I

J K

L

M

NOPQRSTUVWXY

412

3X5(D1)1.5X3

1.5X3

3X51.5X3

1.5X3

1.5X3

1.5X3 3X6

1.5X3

1.5X3

5X5

1.5X3 1.5X3

1.5X3

3X6 1.5X3

1.5X3

1.5X3

1.5X33X5

1.5X3

1.5X3 3X5(D1)

40'7"9

20'6"11 20'6"11

20'3"12 20'3"12

0"4

6'9"

8











U* 131 / - / 51 / - / 2 / 439Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 350 - 75B - C 212 - 22C - D 316 - 20D - E 342 0E - F 327 0

Chords Tens. Comp.

F - G 327 0G - H 342 0H - I 316 - 20I - J 212 - 22J - K 350 - 75


A - T 96 - 238T - S 100 - 252S - R 101 - 257R - Q 101 - 257Q - P 103 - 262

Chords Tens. Comp.

P - O 103 - 262O - N 101 - 257N - M 101 - 257M - L 100 - 252L - K 96 - 238


B - T 170 - 555D - S 94 - 403E - Q 176 - 653F - P 52 - 496

Webs Tens. Comp.

O - G 176 - 653M - H 94 - 403L - J 170 - 555



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV3 36'7"9 4/12 Valley

WEIGHT =140.7

SEQ - 231393

TYPE VAL

14'4"4A

B C

D

E

F

G

H

I J

K

LMNOPQRSTU

412

3X4(D1)

1.5X3

1.5X3

3X5

1.5X3

1.5X3 3X5

1.5X3

1.5X3

5X5

1.5X3 1.5X3

1.5X3

3X5 1.5X3

1.5X3

3X5

1.5X3

1.5X3

3X4(D1)

36'7"9

18'5"6 18'5"6

18'3"12 18'3"12

0"4

6'1"













A - B 350 - 75B - C 212 - 22C - D 316 - 20D - E 342 0E - F 327 0

Chords Tens. Comp.

F - G 327 0G - H 342 0H - I 316 - 20I - J 212 - 22J - K 350 - 75


A - T 96 - 238T - S 100 - 252S - R 101 - 257R - Q 101 - 257Q - P 103 - 262

Chords Tens. Comp.

P - O 103 - 262O - N 101 - 257N - M 101 - 257M - L 100 - 252L - K 96 - 238


B - T 170 - 555D - S 94 - 403E - Q 176 - 653F - P 52 - 496

Webs Tens. Comp.

O - G 176 - 653M - H 94 - 403L - J 170 - 555



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV3 36'7"9 4/12 Valley

WEIGHT =140.7

SEQ - 231393

TYPE VAL

14'4"4A

B C

D

E

F

G

H

I J

K

LMNOPQRSTU

412

3X4(D1)

1.5X3

1.5X3

3X5

1.5X3

1.5X3 3X5

1.5X3

1.5X3

5X5

1.5X3 1.5X3

1.5X3

3X5 1.5X3

1.5X3

3X5

1.5X3

1.5X3

3X4(D1)

36'7"9

18'5"6 18'5"6

18'3"12 18'3"12

0"4

6'1"

8













A - B 112 - 42B - C 80 - 21C - D 123 - 6D - E 145 - 31E - F 128 - 50

Chords Tens. Comp.

F - G 128 - 50G - H 145 - 31H - I 123 0I - J 80 - 21J - K 112 - 42


A - T 55 - 42T - S 59 - 58S - R 61 - 65R - Q 62 - 65Q - P 63 - 71

Chords Tens. Comp.

P - O 63 - 71O - N 61 - 65N - M 61 - 65M - L 59 - 58L - K 55 - 41


B - T 140 - 422D - S 106 - 450E - Q 165 - 642F - P 42 - 372

Webs Tens. Comp.

O - G 165 - 642M - H 106 - 450L - J 140 - 422



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV4 32'7"9 4/12 Valley

WEIGHT =123.6

SEQ - 231391

TYPE VAL

15'0"4A

B

CD

E

F

G

HI

J

K

LMNOPQRSTU

412

3X4(D1)1.5X3

1.5X3

3X51.5X3

1.5X3 3X5

1.5X3

1.5X3

4X6(R)

1.5X3 1.5X3

1.5X3

3X5 1.5X3

1.5X33X5

1.5X3

1.5X33X4(D1)

32'7"9

16'4"1 16'4"1

16'3"12 16'3"12

0"4

5'5"













A - B 112 - 42B - C 80 - 21C - D 123 - 6D - E 145 - 31E - F 128 - 50

Chords Tens. Comp.

F - G 128 - 50G - H 145 - 31H - I 123 0I - J 80 - 21J - K 112 - 42


A - T 55 - 42T - S 59 - 58S - R 61 - 65R - Q 62 - 65Q - P 63 - 71

Chords Tens. Comp.

P - O 63 - 71O - N 61 - 65N - M 61 - 65M - L 59 - 58L - K 55 - 41


B - T 140 - 422D - S 106 - 450E - Q 165 - 642F - P 42 - 372

Webs Tens. Comp.

O - G 165 - 642M - H 106 - 450L - J 140 - 422



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV4 32'7"9 4/12 Valley

WEIGHT =123.6

SEQ - 231391

TYPE VAL

15'0"4A

B

CD

E

F

G

HI

J

K

LMNOPQRSTU

412

3X4(D1)1.5X3

1.5X3

3X51.5X3

1.5X3 3X5

1.5X3

1.5X3

4X6(R)

1.5X3 1.5X3

1.5X3

3X5 1.5X3

1.5X33X5

1.5X3

1.5X33X4(D1)

32'7"9

16'4"1 16'4"1

16'3"12 16'3"12

0"4

5'5"

8











N* 131 / - / 50 / - / 1 / 343Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 428 - 71B - C 399 - 22C - D 405 0

Chords Tens. Comp.

D - E 405 0E - F 399 - 22F - G 428 - 71


A - M 93 - 313M - L 96 - 327L - K 98 - 333K - J 98 - 333

Chords Tens. Comp.

J - I 98 - 333I - H 96 - 327H - G 93 - 313


B - M 155 - 599C - L 153 - 593D - K 84 - 562

Webs Tens. Comp.

I - E 153 - 593H - F 155 - 599



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/15/19

AV5 28'7"9 4/12 Valley

WEIGHT =102.8

SEQ - 231395

TYPE VAL

15'8"4A

B

C

D

E

F

G

HIJKLMN

412

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

28'7"9

14'2"13 14'2"13

14'3"12 14'3"12

0"4

4'9"













A - B 428 - 71B - C 399 - 22C - D 405 0

Chords Tens. Comp.

D - E 405 0E - F 399 - 22F - G 428 - 71


A - M 93 - 313M - L 96 - 327L - K 98 - 333K - J 98 - 333

Chords Tens. Comp.

J - I 98 - 333I - H 96 - 327H - G 93 - 313


B - M 155 - 599C - L 153 - 593D - K 84 - 562

Webs Tens. Comp.

I - E 153 - 593H - F 155 - 599



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/15/19

AV5 28'7"9 4/12 Valley

WEIGHT =102.8

SEQ - 231395

TYPE VAL

15'8"4A

B

C

D

E

F

G

HIJKLMN

412

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

28'7"9

14'2"13 14'2"13

14'3"12 14'3"12

0"4

4'9"

8













A - B 144 - 34B - C 160 - 19C - D 154 - 32

Chords Tens. Comp.

D - E 154 - 32E - F 160 - 19F - G 144 - 35


A - M 49 - 73M - L 53 - 89L - K 55 - 97K - J 55 - 97

Chords Tens. Comp.

J - I 55 - 97I - H 53 - 89H - G 49 - 73


B - M 130 - 473C - L 162 - 635D - K 67 - 392

Webs Tens. Comp.

I - E 162 - 635H - F 130 - 472



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV6 24'7"9 4/12 Valley

WEIGHT =90.3

SEQ - 231397

TYPE VAL

16'4"4A

B

C

D

E

F

G

HIJKLMN

412

3X4(D1)1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X33X4(D1)

24'7"9

12'1"8 12'1"8

12'3"12 12'3"12

0"4

4'1"













A - B 144 - 34B - C 160 - 19C - D 154 - 32

Chords Tens. Comp.

D - E 154 - 32E - F 160 - 19F - G 144 - 35


A - M 49 - 73M - L 53 - 89L - K 55 - 97K - J 55 - 97

Chords Tens. Comp.

J - I 55 - 97I - H 53 - 89H - G 49 - 73


B - M 130 - 473C - L 162 - 635D - K 67 - 392

Webs Tens. Comp.

I - E 162 - 635H - F 130 - 472



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV6 24'7"9 4/12 Valley

WEIGHT =90.3

SEQ - 231397

TYPE VAL

16'4"4A

B

C

D

E

F

G

HIJKLMN

412

3X4(D1)1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X33X4(D1)

24'7"9

12'1"8 12'1"8

12'3"12 12'3"12

0"4

4'1"

8











J* 131 / - / 50 / - / 1 / 247G / 373Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 533 - 70B - C 491 - 5

Chords Tens. Comp.

C - D 491 - 7D - E 532 - 72


A - I 91 - 411I - H 95 - 426H - G 95 - 426

Chords Tens. Comp.

G - F 96 - 426F - E 91 - 411


B - I 177 - 794C - H 96 - 550

Webs Tens. Comp.

F - D 177 - 790



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV7 20'7"9 4/12 Valley

WEIGHT =72.8

SEQ - 231399

TYPE VAL

17'0"4A

B

C

D

E

FGHIJ

412

3X4(D1)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

3X4(D1)

20'7"9

10'0"3 10'0"3

10'3"12 10'3"12

0"4

3'5"











J* 131 / - / 50 / - / 1 / 247G / 373Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 533 - 70B - C 491 - 5

Chords Tens. Comp.

C - D 491 - 7D - E 532 - 72


A - I 91 - 411I - H 95 - 426H - G 95 - 426

Chords Tens. Comp.

G - F 96 - 426F - E 91 - 411


B - I 177 - 794C - H 96 - 550

Webs Tens. Comp.

F - D 177 - 790



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV7 20'7"9 4/12 Valley

WEIGHT =72.8

SEQ - 231399

TYPE VAL

17'0"4A

B

C

D

E

FGHIJ

412

3X4(D1)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

3X4(D1)

20'7"9

10'0"3 10'0"3

10'3"12 10'3"12

0"4

3'5"

8











J* 131 / - / 50 / - / 1 / 199Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 195 - 24B - C 193 0

Chords Tens. Comp.

C - D 192 0D - E 193 - 24


A - I 34 - 107I - H 40 - 124H - G 40 - 124

Chords Tens. Comp.

G - F 41 - 124F - E 35 - 109


B - I 157 - 647C - H 87 - 401

Webs Tens. Comp.

F - D 156 - 647



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV8 16'7"9 4/12 Valley

WEIGHT =53.0

SEQ - 231401

TYPE VAL

17'8"4A

B

C

D

E

FGHIJ

412

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

16'7"9

7'10"14 7'10"14

8'3"12 8'3"12

0"4

2'9"











J* 131 / - / 50 / - / 1 / 199Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 195 - 24B - C 193 0

Chords Tens. Comp.

C - D 192 0D - E 193 - 24


A - I 34 - 107I - H 40 - 124H - G 40 - 124

Chords Tens. Comp.

G - F 41 - 124F - E 35 - 109


B - I 157 - 647C - H 87 - 401

Webs Tens. Comp.

F - D 156 - 647



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV8 16'7"9 4/12 Valley

WEIGHT =53.0

SEQ - 231401

TYPE VAL

17'8"4A

B

C

D

E

FGHIJ

412

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

16'7"9

7'10"14 7'10"14

8'3"12 8'3"12

0"4

2'9"

8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV9 12'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud










E* 131 / - / 49 / - / 1 / 151Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 916 - 195

Chords Tens. Comp.

B - C 916 - 195


A - D 225 - 797

Chords Tens. Comp.

D - C 225 - 797


B - D 283 - 1007



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV9 12'7"9 4/12 Valley

WEIGHT =39.2

SEQ - 231403

TYPE VAL

18'4"4

A

B

C

DE

412

2X4(D8R)

4X4

1.5X3

2X4(D8R)

12'7"9

5'9"10 5'9"10

6'3"12 6'3"12

0"4

2'1"

8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV9 12'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud












A - B 916 - 195

Chords Tens. Comp.

B - C 916 - 195


A - D 225 - 797

Chords Tens. Comp.

D - C 225 - 797


B - D 283 - 1007



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV9 12'7"9 4/12 Valley

WEIGHT =39.2

SEQ - 231403

TYPE VAL

18'4"4

A

B

C

DE

412

2X4(D8R)

4X4

1.5X3

2X4(D8R)

12'7"9

5'9"10 5'9"10

6'3"12 6'3"12

0"4

2'1"

8













A - B 389 - 91

Chords Tens. Comp.

B - C 389 - 91


A - D 121 - 325

Chords Tens. Comp.

D - C 121 - 325


B - D 184 - 515



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV10 8'7"9 4/12 Valley

WEIGHT =26.6

SEQ - 231405

TYPE VAL

19'0"4

A

B

C

D

E

412

2X4(D8R)

4X4

1.5X3

2X4(D8R)

8'7"9

3'8"5 3'8"5

4'3"12 4'3"12

0"4

1'5"













A - B 389 - 91

Chords Tens. Comp.

B - C 389 - 91


A - D 121 - 325

Chords Tens. Comp.

D - C 121 - 325


B - D 184 - 515



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV10 8'7"9 4/12 Valley

WEIGHT =26.6

SEQ - 231405

TYPE VAL

19'0"4

A

B

C

D

E

412

2X4(D8R)

4X4

1.5X3

2X4(D8R)

8'7"9

3'8"5 3'8"5

4'3"12 4'3"12

0"4

1'5"

8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV11 4'7"9 4/12 Valley 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





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=50.00 psf,

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




D* 131 / - / 44 / - / 1 / 55.5Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 162 - 531

Chords Tens. Comp.

B - C 162 - 531


A - C 538 - 141



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV11 4'7"9 4/12 Valley

WEIGHT =12.6

SEQ - 231407

TYPE VAL

19'8"4

AB

C

D

412

2X4(D8R) 3X4 2X4(D8R)

4'7"9

1'7" 1'7"

2'3"12 2'3"12

0"4

9"8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV11 4'7"9 4/12 Valley 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





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=50.00 psf,

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




D* 131 / - / 44 / - / 1 / 55.5Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 162 - 531

Chords Tens. Comp.

B - C 162 - 531


A - C 538 - 141



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

AV11 4'7"9 4/12 Valley

WEIGHT =12.6

SEQ - 231407

TYPE VAL

19'8"4

AB

C

D

412

2X4(D8R) 3X4 2X4(D8R)

4'7"9

1'7" 1'7"

2'3"12 2'3"12

0"4

9"8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / B 25'5" 9/12 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 Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:



(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.






Top Chord overhang(s) may be field trimmed.

PLT TYP. WAVEDESC = B 25'5" 9/12 Common



N 2100 / - / 790 / - / 183 / 5.5J 2101 / - / 790 / - / - / 5.5Wind reactions based on MWFRSN Min Brg Width Req = 3.3J Min Brg Width Req = 3.3Bearings N & J Fcperp = 565psi.


A - B 96 0B - C 142 - 233C - D 193 - 2062D - E 232 - 2024

Chords Tens. Comp.

E - F 232 - 2025F - G 193 - 2063G - H 141 - 233H - I 96 0


N - M 1576 - 9M - L 1165 0

Chords Tens. Comp.

L - K 1165 0K - J 1577 - 9


B - N 167 - 469N - C 15 - 2145C - M 191 - 280M - E 811 - 71

Webs Tens. Comp.

E - K 813 - 71K - G 191 - 280G - J 15 - 2146H - J 165 - 469



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

B 25'5" 9/12 Common

WEIGHT =165.7

SEQ - 231381

TYPE COMN

(a)

(a)

10'10"


A

B

CD

E

FG

H

I

JKLMN

912

1.5X4

4X6(R)

3X83X5

3X5

5X8(R1)

H0308 3X5

3X53X8

1.5X4

4X6(R)

17'8"8 17'8"8

12'8"8 12'8"8

25'5"1'5"8 1'5"8

1'10

"3

11'4

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / B 25'5" 9/12 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 Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:










PLT TYP. WAVEDESC = B 25'5" 9/12 Common





A - B 96 0B - C 142 - 233C - D 193 - 2062D - E 232 - 2024

Chords Tens. Comp.

E - F 232 - 2025F - G 193 - 2063G - H 141 - 233H - I 96 0


N - M 1576 - 9M - L 1165 0

Chords Tens. Comp.

L - K 1165 0K - J 1577 - 9


B - N 167 - 469N - C 15 - 2145C - M 191 - 280M - E 811 - 71

Webs Tens. Comp.

E - K 813 - 71K - G 191 - 280G - J 15 - 2146H - J 165 - 469



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

B 25'5" 9/12 Common

WEIGHT =165.7

SEQ - 231381

TYPE COMN

(a)

(a)

10'10"


A

B

CD

E

FG

H

I

JKLMN

912

1.5X4

4X6(R)

3X83X5

3X5

5X8(R1)

H0308 3X5

3X53X8

1.5X4

4X6(R)

17'8"8 17'8"8

12'8"8 12'8"8

25'5"1'5"8 1'5"8

1'10

"3

11'4

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BX 26'1" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF 1650f-1.5E :W1 2x6 SP 2700f-2.0E::W3, W4, W5, W10, W11 2x4 SPF Stud: :W9 2x4 SPF #1/#2::W13 2x10 SP 2400f-2.0E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.71 TC- From 105 plf at 12.71 to 105 plf at 26.08 BC- From 15 plf at 0.00 to 15 plf at 26.08 BC- 1882.45 lb Conc. Load at 1.33, 3.33, 5.33, 7.33 9.33,11.33,13.33,15.33,17.33,19.33,21.33,23.33 BC- 1860.82 lb Conc. Load at 25.33




Wind loads and reactions based on MWFRS. 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.

PLT TYP. WAVEDESC = BX 26'1" 9/12 Girder



Q 13527 / - / 68 / - / - / 5.5R 14054 / - / 74 / - / - / 13.5Wind reactions based on MWFRSQ Min Brg Width Req = -R Min Brg Width Req = 7.4Bearings Q & R Fcperp = 565psi.


A - B 0 - 7084B - C 0 - 6656C - D 0 - 6542D - E 0 - 5390

Chords Tens. Comp.

E - F 0 - 5391F - G 0 - 6822G - H 0 - 6915H - I 0 - 7982


Q - P 167 0P - O 5588 0O - N 5219 0N - M 5421 0

Chords Tens. Comp.

M - L 5421 0L - K 6247 0K - J 1233 0


A - Q 0 - 6015A - P 5687 0P - B 526 - 151B - O 0 - 478O - D 2257 0D - N 0 - 1882E - N 6042 0

Webs Tens. Comp.

N - F 0 - 2299F - L 2766 0L - H 0 - 1138H - K 1349 - 52K - I 5124 0I - J 0 - 5726



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BX 26'1" 9/12 Girder

WEIGHT =528.0

SEQ - 231669

TYPE COMN


BL1 10'10"

A

B

C

D

E

F

G

H

I

JKLMNOPQ R

912

H0912(R)

7X8

8X10

3X4

5X6

8X8

5X10

5X10(R)

8X10(R) H0610

7X8

5X10(R)

5X6

4X6

SS0708

SS0712

7X8(**)

15'10"10 16'8"10

12'8"8 13'4"8

26'1"

1'10

"3

1'4"3

11'4

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BX 26'1" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF 1650f-1.5E :W1 2x6 SP 2700f-2.0E::W3, W4, W5, W10, W11 2x4 SPF Stud: :W9 2x4 SPF #1/#2::W13 2x10 SP 2400f-2.0E:


Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.71 TC- From 105 plf at 12.71 to 105 plf at 26.08 BC- From 15 plf at 0.00 to 15 plf at 26.08 BC- 1882.45 lb Conc. Load at 1.33, 3.33, 5.33, 7.33 9.33,11.33,13.33,15.33,17.33,19.33,21.33,23.33 BC- 1860.82 lb Conc. Load at 25.33




Wind loads and reactions based on MWFRS. 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.




Q 13527 / - / 68 / - / - / 5.5R 14054 / - / 74 / - / - / 13.5Wind reactions based on MWFRSQ Min Brg Width Req = -R Min Brg Width Req = 7.4Bearings Q & R Fcperp = 565psi.


A - B 0 - 7084B - C 0 - 6656C - D 0 - 6542D - E 0 - 5390

Chords Tens. Comp.

E - F 0 - 5391F - G 0 - 6822G - H 0 - 6915H - I 0 - 7982


Q - P 167 0P - O 5588 0O - N 5219 0N - M 5421 0

Chords Tens. Comp.

M - L 5421 0L - K 6247 0K - J 1233 0


A - Q 0 - 6015A - P 5687 0P - B 526 - 151B - O 0 - 478O - D 2257 0D - N 0 - 1882E - N 6042 0

Webs Tens. Comp.

N - F 0 - 2299F - L 2766 0L - H 0 - 1138H - K 1349 - 52K - I 5124 0I - J 0 - 5726



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =528.0

SEQ - 231669

TYPE COMN


BL1 10'10"

A

B

C

D

E

F

G

H

I

JKLMNOPQ R

912

H0912(R)

7X8

8X10

3X4

5X6

8X8

5X10

5X10(R)

8X10(R) H0610

7X8

5X10(R)

5X6

4X6

SS0708

SS0712

7X8(**)

15'10"10 16'8"10

12'8"8 13'4"8

26'1"

1'10

"3

1'4"3

11'4

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BX 26'1" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 26.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =528.0

SEQ - 231669

TYPE COMN

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV1 24'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:








PLT TYP. WAVEDESC = BV1 24'5"9 9/12 Valley



G* 135 / - / 55 / - / 6 / 293Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 145 - 95B - C 156 - 96C - D 140 - 120

Chords Tens. Comp.

D - E 140 - 120E - F 156 - 96F - G 145 - 98


A - M 106 - 82M - L 110 - 87L - K 112 - 89K - J 112 - 89

Chords Tens. Comp.

J - I 112 - 97I - H 110 - 94H - G 106 - 89


B - M 125 - 419C - L 154 - 470D - K 0 - 385

Webs Tens. Comp.

I - E 154 - 470H - F 126 - 418



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV1 24'5"9 9/12 Valley

WEIGHT =113.4

SEQ - 231409

TYPE VAL

(a)

13'0"4A

B

C

D

E

F

G

HIJKLM

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

24'5"9

14'10"1 14'10"1

12'2"13 12'2"13

0"4

9'2"

5Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV1 24'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:













A - B 145 - 95B - C 156 - 96C - D 140 - 120

Chords Tens. Comp.

D - E 140 - 120E - F 156 - 96F - G 145 - 98


A - M 106 - 82M - L 110 - 87L - K 112 - 89K - J 112 - 89

Chords Tens. Comp.

J - I 112 - 97I - H 110 - 94H - G 106 - 89


B - M 125 - 419C - L 154 - 470D - K 0 - 385

Webs Tens. Comp.

I - E 154 - 470H - F 126 - 418



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV1 24'5"9 9/12 Valley

WEIGHT =113.4

SEQ - 231409

TYPE VAL

(a)

13'0"4A

B

C

D

E

F

G

HIJKLM

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

24'5"9

14'10"1 14'10"1

12'2"13 12'2"13

0"4

9'2"

5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV2 22'8"4 9/12 Valley 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 0.00'





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.






A - B 91 - 93B - C 112 - 140C - D 134 - 169

Chords Tens. Comp.

D - E 134 - 169E - F 112 - 140F - G 103 - 106


A - M 91 - 59M - L 95 - 63L - K 98 - 66K - J 98 - 66

Chords Tens. Comp.

J - I 98 - 77I - H 95 - 74H - G 91 - 70


B - M 110 - 367C - L 157 - 481D - K 0 - 323

Webs Tens. Comp.

I - E 157 - 481H - F 111 - 367



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV2 22'8"4 9/12 Valley

WEIGHT =102.2

SEQ - 231411

TYPE VAL

(a)

13'8"4A

B

C

D

E

F

G

HIJKLM

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

22'8"4

13'8"12 13'8"12

11'4"2 11'4"2

0"4

8'6"

5







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







A - B 91 - 93B - C 112 - 140C - D 134 - 169

Chords Tens. Comp.

D - E 134 - 169E - F 112 - 140F - G 103 - 106


A - M 91 - 59M - L 95 - 63L - K 98 - 66K - J 98 - 66

Chords Tens. Comp.

J - I 98 - 77I - H 95 - 74H - G 91 - 70


B - M 110 - 367C - L 157 - 481D - K 0 - 323

Webs Tens. Comp.

I - E 157 - 481H - F 111 - 367



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV2 22'8"4 9/12 Valley

WEIGHT =102.2

SEQ - 231411

TYPE VAL

(a)

13'8"4A

B

C

D

E

F

G

HIJKLM

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

22'8"4

13'8"12 13'8"12

11'4"2 11'4"2

0"4

8'6"

5













A - B 68 - 95B - C 82 - 170C - D 125 - 202

Chords Tens. Comp.

D - E 125 - 202E - F 82 - 170F - G 80 - 108


A - M 82 - 48M - L 83 - 53L - K 86 - 55K - J 86 - 55

Chords Tens. Comp.

J - I 91 - 65I - H 92 - 63H - G 92 - 58


B - M 99 - 329C - L 158 - 486D - K 0 - 283

Webs Tens. Comp.

I - E 158 - 486H - F 100 - 328



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV3 20'10"15 9/12 Valley

WEIGHT =97.8

SEQ - 231414

TYPE VAL

14'4"4A

B

C

D

E

F

G

HIJKLM

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

20'10"15

12'7"6 12'7"6

10'5"7 10'5"7

0"4

7'10

"5













A - B 68 - 95B - C 82 - 170C - D 125 - 202

Chords Tens. Comp.

D - E 125 - 202E - F 82 - 170F - G 80 - 108


A - M 82 - 48M - L 83 - 53L - K 86 - 55K - J 86 - 55

Chords Tens. Comp.

J - I 91 - 65I - H 92 - 63H - G 92 - 58


B - M 99 - 329C - L 158 - 486D - K 0 - 283

Webs Tens. Comp.

I - E 158 - 486H - F 100 - 328



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV3 20'10"15 9/12 Valley

WEIGHT =97.8

SEQ - 231414

TYPE VAL

14'4"4A

B

C

D

E

F

G

HIJKLM

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

20'10"15

12'7"6 12'7"6

10'5"7 10'5"7

0"4

7'10

"5














A - B 374 - 73B - C 299 0

Chords Tens. Comp.

C - D 299 0D - E 374 - 73


A - H 99 - 154H - G 103 - 167

Chords Tens. Comp.

G - F 103 - 167F - E 99 - 154


B - H 174 - 571C - G 0 - 552

Webs Tens. Comp.

F - D 174 - 571



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV4 19'1"9 9/12 Valley

WEIGHT =82.2

SEQ - 231417

TYPE VAL

15'0"4A

B

C

D

E

FGH

912

3X4(D1)

1.5X3

1.5X3

4X4

5X5 1.5X3

1.5X3

3X4(D1)

19'1"9

11'6"1 11'6"1

9'6"13 9'6"13

0"4

7'2"

5














A - B 374 - 73B - C 299 0

Chords Tens. Comp.

C - D 299 0D - E 374 - 73


A - H 99 - 154H - G 103 - 167

Chords Tens. Comp.

G - F 103 - 167F - E 99 - 154


B - H 174 - 571C - G 0 - 552

Webs Tens. Comp.

F - D 174 - 571



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV4 19'1"9 9/12 Valley

WEIGHT =82.2

SEQ - 231417

TYPE VAL

15'0"4A

B

C

D

E

FGH

912

3X4(D1)

1.5X3

1.5X3

4X4

5X5 1.5X3

1.5X3

3X4(D1)

19'1"9

11'6"1 11'6"1

9'6"13 9'6"13

0"4

7'2"

5













A - B 244 - 56B - C 203 - 54

Chords Tens. Comp.

C - D 203 - 54D - E 244 - 55


A - I 76 - 90I - H 80 - 96H - G 80 - 96

Chords Tens. Comp.

G - F 80 - 98F - E 76 - 93


B - I 158 - 517C - H 0 - 452

Webs Tens. Comp.

F - D 158 - 517



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV5 17'4"4 9/12 Valley

WEIGHT =75.6

SEQ - 231419

TYPE VAL

15'8"4A

B

C

D

E

FGHI

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

17'4"4

10'4"12 10'4"12

8'8"2 8'8"2

0"4

6'6"

5













A - B 244 - 56B - C 203 - 54

Chords Tens. Comp.

C - D 203 - 54D - E 244 - 55


A - I 76 - 90I - H 80 - 96H - G 80 - 96

Chords Tens. Comp.

G - F 80 - 98F - E 76 - 93


B - I 158 - 517C - H 0 - 452

Webs Tens. Comp.

F - D 158 - 517



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV5 17'4"4 9/12 Valley

WEIGHT =75.6

SEQ - 231419

TYPE VAL

15'8"4A

B

C

D

E

FGHI

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

17'4"4

10'4"12 10'4"12

8'8"2 8'8"2

0"4

6'6"

5













A - B 137 - 48B - C 126 - 132

Chords Tens. Comp.

C - D 126 - 132D - E 137 - 67


A - H 58 - 45H - G 63 - 52

Chords Tens. Comp.

G - F 63 - 52F - E 58 - 49


B - H 148 - 472C - G 0 - 369

Webs Tens. Comp.

F - D 148 - 472



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV6 15'6"15 9/12 Valley

WEIGHT =66.3

SEQ - 231421

TYPE VAL

16'4"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

15'6"15

9'3"6 9'3"6

7'9"7 7'9"7

0"4

5'10

"5













A - B 137 - 48B - C 126 - 132

Chords Tens. Comp.

C - D 126 - 132D - E 137 - 67


A - H 58 - 45H - G 63 - 52

Chords Tens. Comp.

G - F 63 - 52F - E 58 - 49


B - H 148 - 472C - G 0 - 369

Webs Tens. Comp.

F - D 148 - 472



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV6 15'6"15 9/12 Valley

WEIGHT =66.3

SEQ - 231421

TYPE VAL

16'4"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

15'6"15

9'3"6 9'3"6

7'9"7 7'9"7

0"4

5'10

"5













A - B 58 - 71B - C 81 - 189

Chords Tens. Comp.

C - D 81 - 189D - E 78 - 72


A - H 50 - 24H - G 48 - 29

Chords Tens. Comp.

G - F 48 - 29F - E 50 - 29


B - H 142 - 440C - G 0 - 306

Webs Tens. Comp.

F - D 142 - 440



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV7 13'9"9 9/12 Valley

WEIGHT =59.7

SEQ - 231423

TYPE VAL

17'0"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

13'9"9

8'2"1 8'2"1

6'10"13 6'10"13

0"4

5'2"

5













A - B 58 - 71B - C 81 - 189

Chords Tens. Comp.

C - D 81 - 189D - E 78 - 72


A - H 50 - 24H - G 48 - 29

Chords Tens. Comp.

G - F 48 - 29F - E 50 - 29


B - H 142 - 440C - G 0 - 306

Webs Tens. Comp.

F - D 142 - 440



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV7 13'9"9 9/12 Valley

WEIGHT =59.7

SEQ - 231423

TYPE VAL

17'0"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

13'9"9

8'2"1 8'2"1

6'10"13 6'10"13

0"4

5'2"

5













A - B 33 - 62B - C 73 - 222

Chords Tens. Comp.

C - D 73 - 222D - E 56 - 73


A - H 89 - 13H - G 55 - 20

Chords Tens. Comp.

G - F 55 - 20F - E 89 - 20


B - H 146 - 434C - G 0 - 267

Webs Tens. Comp.

F - D 146 - 434



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV8 12'0"4 9/12 Valley

WEIGHT =50.4

SEQ - 231425

TYPE VAL

17'8"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

12'0"4

7'0"12 7'0"12

6'0"2 6'0"2

0"4

4'6"

5













A - B 33 - 62B - C 73 - 222

Chords Tens. Comp.

C - D 73 - 222D - E 56 - 73


A - H 89 - 13H - G 55 - 20

Chords Tens. Comp.

G - F 55 - 20F - E 89 - 20


B - H 146 - 434C - G 0 - 267

Webs Tens. Comp.

F - D 146 - 434



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV8 12'0"4 9/12 Valley

WEIGHT =50.4

SEQ - 231425

TYPE VAL

17'8"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

12'0"4

7'0"12 7'0"12

6'0"2 6'0"2

0"4

4'6"

5











C* 135 / - / 54 / - / 6 / 122Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 524 - 71

Chords Tens. Comp.

B - C 524 - 71


A - D 107 - 317

Chords Tens. Comp.

D - C 107 - 317


B - D 144 - 902



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV9 10'2"15 9/12 Valley

WEIGHT =38.4

SEQ - 231427

TYPE VAL

18'4"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

10'2"15

5'11"6 5'11"6

5'1"7 5'1"7

0"4

3'10

"5













A - B 524 - 71

Chords Tens. Comp.

B - C 524 - 71


A - D 107 - 317

Chords Tens. Comp.

D - C 107 - 317


B - D 144 - 902



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV9 10'2"15 9/12 Valley

WEIGHT =38.4

SEQ - 231427

TYPE VAL

18'4"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

10'2"15

5'11"6 5'11"6

5'1"7 5'1"7

0"4

3'10

"5













A - B 369 - 45

Chords Tens. Comp.

B - C 369 - 45


A - D 78 - 211

Chords Tens. Comp.

D - C 78 - 211


B - D 105 - 665



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV10 8'5"9 9/12 Valley

WEIGHT =32.0

SEQ - 231429

TYPE VAL

19'0"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

8'5"9

4'10"1 4'10"1

4'2"13 4'2"13

0"4

3'2"

5













A - B 369 - 45

Chords Tens. Comp.

B - C 369 - 45


A - D 78 - 211

Chords Tens. Comp.

D - C 78 - 211


B - D 105 - 665



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV10 8'5"9 9/12 Valley

WEIGHT =32.0

SEQ - 231429

TYPE VAL

19'0"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

8'5"9

4'10"1 4'10"1

4'2"13 4'2"13

0"4

3'2"

5











C* 134 / - / 53 / - / 5 / 80.2Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 241 - 24

Chords Tens. Comp.

B - C 241 - 24


A - D 53 - 128

Chords Tens. Comp.

D - C 53 - 128


B - D 70 - 461



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV11 6'8"4 9/12 Valley

WEIGHT =23.8

SEQ - 231431

TYPE VAL

19'8"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

6'8"4

3'8"12 3'8"12

3'4"2 3'4"2

0"4

2'6"

5













A - B 241 - 24

Chords Tens. Comp.

B - C 241 - 24


A - D 53 - 128

Chords Tens. Comp.

D - C 53 - 128


B - D 70 - 461



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV11 6'8"4 9/12 Valley

WEIGHT =23.8

SEQ - 231431

TYPE VAL

19'8"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

6'8"4

3'8"12 3'8"12

3'4"2 3'4"2

0"4

2'6"

5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV12 4'10"15 9/12 Valley 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





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.






A - B 42 - 289

Chords Tens. Comp.

B - C 42 - 289


A - C 227 - 4



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV12 4'10"15 9/12 Valley

WEIGHT =15.4

SEQ - 231433

TYPE VAL

20'4"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

4'10"15

2'7"6 2'7"6

2'5"7 2'5"7

0"4

1'10

"5







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






A - B 42 - 289

Chords Tens. Comp.

B - C 42 - 289


A - C 227 - 4



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV12 4'10"15 9/12 Valley

WEIGHT =15.4

SEQ - 231433

TYPE VAL

20'4"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

4'10"15

2'7"6 2'7"6

2'5"7 2'5"7

0"4

1'10

"5







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






A - B 22 - 160

Chords Tens. Comp.

B - C 22 - 160


A - C 137 - 1



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV13 3'1"9 9/12 Valley

WEIGHT =11.2

SEQ - 231435

TYPE VAL

21'0"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

3'1"9

1'6"1 1'6"1

1'6"13 1'6"13

0"4

1'2"

5







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






A - B 22 - 160

Chords Tens. Comp.

B - C 22 - 160


A - C 137 - 1



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BV13 3'1"9 9/12 Valley

WEIGHT =11.2

SEQ - 231435

TYPE VAL

21'0"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

3'1"9

1'6"1 1'6"1

1'6"13 1'6"13

0"4

1'2"

5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP1 1'10"8 Flat 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

Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88

Drag loads applied to wind load cases parallel to truss.






Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.

PLT TYP. WAVEDESC = BP1 1'10"8 Flat



C* 130 / - / 51 / - / 0 / 22.5D / 211C / 211Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.


A - B 373 - 374


D - C 373 - 373


A - D 221 - 220A - C 427 - 427

Webs Tens. Comp.

B - C 60 - 94



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP1 1'10"8 Flat

WEIGHT =11.2

SEQ - 231684

TYPE FLAT

10'10"

A B

CD

3X5(R)

2X6

2X6

3X5(R)

1'10"8

1'4"

4















A - B 373 - 374


D - C 373 - 373


A - D 221 - 220A - C 427 - 427

Webs Tens. Comp.

B - C 60 - 94



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP1 1'10"8 Flat

WEIGHT =11.2

SEQ - 231684

TYPE FLAT

10'10"

A B

CD

3X5(R)

2X6

2X6

3X5(R)

1'10"8

1'4"

4















A - B 359 - 359


D - C 359 - 358


A - D 221 - 219A - C 414 - 414

Webs Tens. Comp.

B - C 57 - 90



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP2 1'9"10 Flat

WEIGHT =11.2

SEQ - 231671

TYPE FLAT

10'10"

A B

CD

3X4

2X6

1.5X3

3X5(R)

1'9"10

1'4"

4















A - B 359 - 359


D - C 359 - 358


A - D 221 - 219A - C 414 - 414

Webs Tens. Comp.

B - C 57 - 90



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP2 1'9"10 Flat

WEIGHT =11.2

SEQ - 231671

TYPE FLAT

10'10"

A B

CD

3X4

2X6

1.5X3

3X5(R)

1'9"10

1'4"

4













C* 130 / 6 / 51 / - / 0 / 22.5D / 317C / 317Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.


A - B 374 - 374


D - C 374 - 373


A - D 327 - 319A - C 484 - 484

Webs Tens. Comp.

B - C 60 - 94



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP3 1'10"8 Flat

WEIGHT =14.0

SEQ - 231676

TYPE FLAT

22'10"

A B

CD

3X6(R)

2X6

2X6

3X6(R)

1'10"8

1'10

"3















A - B 374 - 374


D - C 374 - 373


A - D 327 - 319A - C 484 - 484

Webs Tens. Comp.

B - C 60 - 94



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP3 1'10"8 Flat

WEIGHT =14.0

SEQ - 231676

TYPE FLAT

22'10"

A B

CD

3X6(R)

2X6

2X6

3X6(R)

1'10"8

1'10

"3













C 165 / 8 / 64 / - / 0 / 15.2D / 315C / 315Wind reactions based on MWFRSD Min Brg Width Req = 1.5Bearing D Fcperp = 565psi.


A - B 252 - 252


D - C 252 - 252


A - D 321 - 316A - C 398 - 398

Webs Tens. Comp.

B - C 40 - 63



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP4 1'3"3 Flat

WEIGHT =14.0

SEQ - 231680

TYPE MONO

22'10"

A B

CD

3X6(R)

2X6

2X6

3X6(R)

1'3"3

1'10

"3













C 165 / 8 / 64 / - / 0 / 15.2D / 315C / 315Wind reactions based on MWFRSD Min Brg Width Req = 1.5Bearing D Fcperp = 565psi.


A - B 252 - 252


D - C 252 - 252


A - D 321 - 316A - C 398 - 398

Webs Tens. Comp.

B - C 40 - 63



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP4 1'3"3 Flat

WEIGHT =14.0

SEQ - 231680

TYPE MONO

22'10"

A B

CD

3X6(R)

2X6

2X6

3X6(R)

1'3"3

1'10

"3















A - B 373 - 373


D - C 373 - 372


A - D 198 - 191A - C 412 - 412

Webs Tens. Comp.

B - C 60 - 94



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP5 1'10"8 Flat

WEIGHT =11.2

SEQ - 231682

TYPE FLAT

20'4"10

A B

CD

3X5(R)

2X6

2X6

3X5(R)

1'10"8

1'2"

9















A - B 373 - 373


D - C 373 - 372


A - D 198 - 191A - C 412 - 412

Webs Tens. Comp.

B - C 60 - 94



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP5 1'10"8 Flat

WEIGHT =11.2

SEQ - 231682

TYPE FLAT

20'4"10

A B

CD

3X5(R)

2X6

2X6

3X5(R)

1'10"8

1'2"

9















A - B 358 - 359


D - C 358 - 358


A - D 197 - 191A - C 400 - 400

Webs Tens. Comp.

B - C 57 - 90



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP6 1'9"10 Flat

WEIGHT =11.2

SEQ - 231686

TYPE FLAT

20'4"10

A B

CD

3X5(R)

2X6

2X6

3X5(R)

1'9"10

1'2"

9















A - B 358 - 359


D - C 358 - 358


A - D 197 - 191A - C 400 - 400

Webs Tens. Comp.

B - C 57 - 90



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

BP6 1'9"10 Flat

WEIGHT =11.2

SEQ - 231686

TYPE FLAT

20'4"10

A B

CD

3X5(R)

2X6

2X6

3X5(R)

1'9"10

1'2"

9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / C 24'9" 9/12 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 Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:










PLT TYP. WAVEDESC = C 24'9" 9/12 Common





A - B 96 0B - C 143 - 239C - D 189 - 1975D - E 227 - 1943

Chords Tens. Comp.

E - F 227 - 1944F - G 189 - 1976G - H 142 - 239H - I 96 0


N - M 1513 - 7M - L 1128 0

Chords Tens. Comp.

L - K 1128 0K - J 1514 - 7


B - N 168 - 475N - C 12 - 2052C - M 187 - 280M - E 778 - 71

Webs Tens. Comp.

E - K 779 - 71K - G 187 - 280G - J 12 - 2052H - J 166 - 476



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/15/19

C 24'9" 9/12 Common

WEIGHT =165.7

SEQ - 231379

TYPE COMN

(a)

(a)

10'10"


A

B

CD

E

FG

H

I

JKLMN

912

1.5X4

4X6(R)

3X83X5

3X4

5X6(R)

3X5 3X4

3X53X8

1.5X4

4X6(R)

17'3"8 17'3"8

12'4"8 12'4"8

24'9"1'5"8 1'5"8

1'10

"3

11'1

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / C 24'9" 9/12 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 Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:










PLT TYP. WAVEDESC = C 24'9" 9/12 Common





A - B 96 0B - C 143 - 239C - D 189 - 1975D - E 227 - 1943

Chords Tens. Comp.

E - F 227 - 1944F - G 189 - 1976G - H 142 - 239H - I 96 0


N - M 1513 - 7M - L 1128 0

Chords Tens. Comp.

L - K 1128 0K - J 1514 - 7


B - N 168 - 475N - C 12 - 2052C - M 187 - 280M - E 778 - 71

Webs Tens. Comp.

E - K 779 - 71K - G 187 - 280G - J 12 - 2052H - J 166 - 476



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/15/19

C 24'9" 9/12 Common

WEIGHT =165.7

SEQ - 231379

TYPE COMN

(a)

(a)

10'10"


A

B

CD

E

FG

H

I

JKLMN

912

1.5X4

4X6(R)

3X83X5

3X4

5X6(R)

3X5 3X4

3X53X8

1.5X4

4X6(R)

17'3"8 17'3"8

12'4"8 12'4"8

24'9"1'5"8 1'5"8

1'10

"3

11'1

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CX 24'9" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF Stud :W1, W13 2x6 SP 2700f-2.0E::W2, W7, W12 2x4 SPF 1650f-1.5E: :W6, W8 2x4 SPF #1/#2:


Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.38 TC- From 105 plf at 12.38 to 105 plf at 24.75 BC- From 15 plf at 0.00 to 15 plf at 24.75 BC- 1882.45 lb Conc. Load at 1.50, 3.50, 5.50, 7.50 9.50,11.50,13.50,15.50,17.50,19.50,21.50,23.50

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 18 SP Standard 2 24.292' 1 13" 20 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.


Wind loads and reactions based on MWFRS.

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.

PLT TYP. WAVEDESC = CX 24'9" 9/12 Girder



O 12666 / - / 61 / - / - / 5.5P 12894 / - / 64 / - / - / 5.5Wind reactions based on MWFRSO Min Brg Width Req = -P Min Brg Width Req = -Bearings O & P Fcperp = 565psi.


A - B 0 - 6664B - C 0 - 6198C - D 0 - 4981

Chords Tens. Comp.

D - E 0 - 4981E - F 0 - 6201F - G 0 - 6674


O - N 167 0N - M 5247 0M - L 4856 0L - K 4858 0

Chords Tens. Comp.

K - J 4858 0J - I 5255 0I - H 169 0


A - O 0 - 5617A - N 5321 0N - B 483 - 133B - M 0 - 543M - C 2183 0C - L 0 - 1811D - L 5555 0

Webs Tens. Comp.

L - E 0 - 1815E - J 2189 0J - F 0 - 552F - I 495 - 134I - G 5327 0G - H 0 - 5625



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CX 24'9" 9/12 Girder

WEIGHT =487.6

SEQ - 231655

TYPE COMN


BL1 BL2 10'10"

A

B

C

D

E

F

G

HIJKLMNO P

912

H0912(R)

H0510 SS0708

3X4

7X8(R)

5X10

5X10(R)

8X10(R) 7X8

5X10

7X8(R)

3X4

SS0708

H0912(R)

H0510

15'5"10 15'5"10

12'4"8 12'4"8

24'9"

1'10

"3

11'1

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CX 24'9" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF Stud :W1, W13 2x6 SP 2700f-2.0E::W2, W7, W12 2x4 SPF 1650f-1.5E: :W6, W8 2x4 SPF #1/#2:


Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.38 TC- From 105 plf at 12.38 to 105 plf at 24.75 BC- From 15 plf at 0.00 to 15 plf at 24.75 BC- 1882.45 lb Conc. Load at 1.50, 3.50, 5.50, 7.50 9.50,11.50,13.50,15.50,17.50,19.50,21.50,23.50

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 18 SP Standard 2 24.292' 1 13" 20 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.




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




O 12666 / - / 61 / - / - / 5.5P 12894 / - / 64 / - / - / 5.5Wind reactions based on MWFRSO Min Brg Width Req = -P Min Brg Width Req = -Bearings O & P Fcperp = 565psi.


A - B 0 - 6664B - C 0 - 6198C - D 0 - 4981

Chords Tens. Comp.

D - E 0 - 4981E - F 0 - 6201F - G 0 - 6674


O - N 167 0N - M 5247 0M - L 4856 0L - K 4858 0

Chords Tens. Comp.

K - J 4858 0J - I 5255 0I - H 169 0


A - O 0 - 5617A - N 5321 0N - B 483 - 133B - M 0 - 543M - C 2183 0C - L 0 - 1811D - L 5555 0

Webs Tens. Comp.

L - E 0 - 1815E - J 2189 0J - F 0 - 552F - I 495 - 134I - G 5327 0G - H 0 - 5625



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =487.6

SEQ - 231655

TYPE COMN


BL1 BL2 10'10"

A

B

C

D

E

F

G

HIJKLMNO P

912

H0912(R)

H0510 SS0708

3X4

7X8(R)

5X10

5X10(R)

8X10(R) 7X8

5X10

7X8(R)

3X4

SS0708

H0912(R)

H0510

15'5"10 15'5"10

12'4"8 12'4"8

24'9"

1'10

"3

11'1

"9

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CX 24'9" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 24.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =487.6

SEQ - 231655

TYPE COMN

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV1 23'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:








PLT TYP. WAVEDESC = CV1 23'9"9 9/12 Valley





A - B 116 - 95B - C 138 - 114C - D 139 - 140

Chords Tens. Comp.

D - E 139 - 140E - F 138 - 114F - G 116 - 95


A - L 100 - 77L - K 104 - 82K - J 107 - 85

Chords Tens. Comp.

J - I 107 - 85I - H 104 - 82H - G 100 - 77


B - L 119 - 398C - K 156 - 475D - J 0 - 359

Webs Tens. Comp.

I - E 156 - 475H - F 119 - 398



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV1 23'9"9 9/12 Valley

WEIGHT =112.0

SEQ - 231437

TYPE VAL

(a)

13'0"4A

B

C

D

E

F

G

HIJKL

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

5X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

23'9"9

14'5"1 14'5"1

11'10"13 11'10"13

0"4

8'11

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV1 23'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:













A - B 116 - 95B - C 138 - 114C - D 139 - 140

Chords Tens. Comp.

D - E 139 - 140E - F 138 - 114F - G 116 - 95


A - L 100 - 77L - K 104 - 82K - J 107 - 85

Chords Tens. Comp.

J - I 107 - 85I - H 104 - 82H - G 100 - 77


B - L 119 - 398C - K 156 - 475D - J 0 - 359

Webs Tens. Comp.

I - E 156 - 475H - F 119 - 398



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV1 23'9"9 9/12 Valley

WEIGHT =112.0

SEQ - 231437

TYPE VAL

(a)

13'0"4A

B

C

D

E

F

G

HIJKL

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

5X5 1.5X3

1.5X3

1.5X3

1.5X3

3X4(D1)

23'9"9

14'5"1 14'5"1

11'10"13 11'10"13

0"4

8'11

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV2 22'0"4 9/12 Valley 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












A - B 80 - 93B - C 100 - 152C - D 131 - 183

Chords Tens. Comp.

D - E 131 - 183E - F 100 - 152F - G 94 - 107


A - L 86 - 54L - K 91 - 58K - J 93 - 60

Chords Tens. Comp.

J - I 93 - 60I - H 91 - 69H - G 92 - 66


B - L 106 - 351C - K 158 - 483D - J 0 - 306

Webs Tens. Comp.

I - E 158 - 483H - F 106 - 351



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV2 22'0"4 9/12 Valley

WEIGHT =101.8

SEQ - 231439

TYPE VAL

13'8"4A

B

C

D

E

F

G

HIJKL

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 5X5

1.5X3

1.5X3

1.5X3

3X4(D1)

22'0"4

13'3"12 13'3"12

11'0"2 11'0"2

0"4

8'3"

5













A - B 80 - 93B - C 100 - 152C - D 131 - 183

Chords Tens. Comp.

D - E 131 - 183E - F 100 - 152F - G 94 - 107


A - L 86 - 54L - K 91 - 58K - J 93 - 60

Chords Tens. Comp.

J - I 93 - 60I - H 91 - 69H - G 92 - 66


B - L 106 - 351C - K 158 - 483D - J 0 - 306

Webs Tens. Comp.

I - E 158 - 483H - F 106 - 351



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV2 22'0"4 9/12 Valley

WEIGHT =101.8

SEQ - 231439

TYPE VAL

13'8"4A

B

C

D

E

F

G

HIJKL

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 5X5

1.5X3

1.5X3

1.5X3

3X4(D1)

22'0"4

13'3"12 13'3"12

11'0"2 11'0"2

0"4

8'3"

5













A - B 60 - 94B - C 75 - 177C - D 121 - 209

Chords Tens. Comp.

D - E 121 - 209E - F 75 - 177F - G 74 - 108


A - L 81 - 43L - K 80 - 49K - J 83 - 51

Chords Tens. Comp.

J - I 83 - 51I - H 91 - 60H - G 92 - 55


B - L 97 - 319C - K 158 - 487D - J 0 - 274

Webs Tens. Comp.

I - E 158 - 487H - F 97 - 319



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV3 20'2"15 9/12 Valley

WEIGHT =96.4

SEQ - 231441

TYPE VAL

14'4"4A

B

C

D

E

F

G

HIJKL

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 5X6

1.5X3

1.5X3

1.5X3

3X4(D1)

20'2"15

12'2"6 12'2"6

10'1"7 10'1"7

0"4

7'7"

5













A - B 60 - 94B - C 75 - 177C - D 121 - 209

Chords Tens. Comp.

D - E 121 - 209E - F 75 - 177F - G 74 - 108


A - L 81 - 43L - K 80 - 49K - J 83 - 51

Chords Tens. Comp.

J - I 83 - 51I - H 91 - 60H - G 92 - 55


B - L 97 - 319C - K 158 - 487D - J 0 - 274

Webs Tens. Comp.

I - E 158 - 487H - F 97 - 319



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV3 20'2"15 9/12 Valley

WEIGHT =96.4

SEQ - 231441

TYPE VAL

14'4"4A

B

C

D

E

F

G

HIJKL

912

3X4(D1)

1.5X3

1.5X3

1.5X3

1.5X3

4X4

1.5X3 5X6

1.5X3

1.5X3

1.5X3

3X4(D1)

20'2"15

12'2"6 12'2"6

10'1"7 10'1"7

0"4

7'7"

5













A - B 321 - 65B - C 260 0

Chords Tens. Comp.

C - D 260 - 2D - E 321 - 65


A - I 89 - 120I - H 93 - 133H - G 93 - 133

Chords Tens. Comp.

G - F 93 - 133F - E 89 - 120


B - I 167 - 550C - H 0 - 511

Webs Tens. Comp.

F - D 167 - 549



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV4 18'5"9 9/12 Valley

WEIGHT =79.6

SEQ - 231443

TYPE VAL

15'0"4A

B

C

D

E

FGHI

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

18'5"9

11'1"1 11'1"1

9'2"13 9'2"13

0"4

6'11

"5













A - B 321 - 65B - C 260 0

Chords Tens. Comp.

C - D 260 - 2D - E 321 - 65


A - I 89 - 120I - H 93 - 133H - G 93 - 133

Chords Tens. Comp.

G - F 93 - 133F - E 89 - 120


B - I 167 - 550C - H 0 - 511

Webs Tens. Comp.

F - D 167 - 549



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV4 18'5"9 9/12 Valley

WEIGHT =79.6

SEQ - 231443

TYPE VAL

15'0"4A

B

C

D

E

FGHI

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

18'5"9

11'1"1 11'1"1

9'2"13 9'2"13

0"4

6'11

"5













A - B 201 - 50B - C 172 - 85

Chords Tens. Comp.

C - D 172 - 85D - E 202 - 52


A - I 69 - 76I - H 73 - 82H - G 73 - 82

Chords Tens. Comp.

G - F 73 - 86F - E 69 - 81


B - I 154 - 499C - H 0 - 419

Webs Tens. Comp.

F - D 153 - 499



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV5 16'8"4 9/12 Valley

WEIGHT =67.7

SEQ - 231445

TYPE VAL

15'8"4A

B

C

D

E

FGHI

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

16'8"4

9'11"12 9'11"12

8'4"2 8'4"2

0"4

6'3"

5













A - B 201 - 50B - C 172 - 85

Chords Tens. Comp.

C - D 172 - 85D - E 202 - 52


A - I 69 - 76I - H 73 - 82H - G 73 - 82

Chords Tens. Comp.

G - F 73 - 86F - E 69 - 81


B - I 154 - 499C - H 0 - 419

Webs Tens. Comp.

F - D 153 - 499



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV5 16'8"4 9/12 Valley

WEIGHT =67.7

SEQ - 231445

TYPE VAL

15'8"4A

B

C

D

E

FGHI

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 3X5 1.5X3

1.5X3

2X4(D8R)

16'8"4

9'11"12 9'11"12

8'4"2 8'4"2

0"4

6'3"

5













A - B 104 - 60B - C 102 - 156

Chords Tens. Comp.

C - D 102 - 156D - E 104 - 67


A - H 51 - 35H - G 57 - 42

Chords Tens. Comp.

G - F 57 - 42F - E 51 - 39


B - H 145 - 458C - G 0 - 343

Webs Tens. Comp.

F - D 145 - 458



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV6 14'10"15 9/12 Valley

WEIGHT =64.0

SEQ - 231447

TYPE VAL

16'4"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

14'10"15

8'10"6 8'10"6

7'5"7 7'5"7

0"4

5'7"

5













A - B 104 - 60B - C 102 - 156

Chords Tens. Comp.

C - D 102 - 156D - E 104 - 67


A - H 51 - 35H - G 57 - 42

Chords Tens. Comp.

G - F 57 - 42F - E 51 - 39


B - H 145 - 458C - G 0 - 343

Webs Tens. Comp.

F - D 145 - 458



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV6 14'10"15 9/12 Valley

WEIGHT =64.0

SEQ - 231447

TYPE VAL

16'4"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

14'10"15

8'10"6 8'10"6

7'5"7 7'5"7

0"4

5'7"

5













A - B 42 - 72B - C 79 - 204

Chords Tens. Comp.

C - D 79 - 204D - E 68 - 73


A - H 66 - 20H - G 43 - 25

Chords Tens. Comp.

G - F 43 - 25F - E 66 - 25


B - H 142 - 433C - G 0 - 288

Webs Tens. Comp.

F - D 142 - 433



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV7 13'1"9 9/12 Valley

WEIGHT =53.8

SEQ - 231449

TYPE VAL

17'0"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

13'1"9

7'9"1 7'9"1

6'6"13 6'6"13

0"4

4'11

"5













A - B 42 - 72B - C 79 - 204

Chords Tens. Comp.

C - D 79 - 204D - E 68 - 73


A - H 66 - 20H - G 43 - 25

Chords Tens. Comp.

G - F 43 - 25F - E 66 - 25


B - H 142 - 433C - G 0 - 288

Webs Tens. Comp.

F - D 142 - 433



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV7 13'1"9 9/12 Valley

WEIGHT =53.8

SEQ - 231449

TYPE VAL

17'0"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

13'1"9

7'9"1 7'9"1

6'6"13 6'6"13

0"4

4'11

"5













A - B 30 - 50B - C 69 - 227

Chords Tens. Comp.

C - D 69 - 227D - E 51 - 71


A - H 103 - 8H - G 59 - 18

Chords Tens. Comp.

G - F 59 - 18F - E 103 - 18


B - H 153 - 447C - G 0 - 260

Webs Tens. Comp.

F - D 153 - 447



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV8 11'4"4 9/12 Valley

WEIGHT =44.6

SEQ - 231451

TYPE VAL

17'8"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

11'4"4

6'7"12 6'7"12

5'8"2 5'8"2

0"4

4'3"

5













A - B 30 - 50B - C 69 - 227

Chords Tens. Comp.

C - D 69 - 227D - E 51 - 71


A - H 103 - 8H - G 59 - 18

Chords Tens. Comp.

G - F 59 - 18F - E 103 - 18


B - H 153 - 447C - G 0 - 260

Webs Tens. Comp.

F - D 153 - 447



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV8 11'4"4 9/12 Valley

WEIGHT =44.6

SEQ - 231451

TYPE VAL

17'8"4A

B

C

D

E

FGH

912

2X4(D8R)

1.5X3

1.5X3

4X4

1.5X3 1.5X3

1.5X3

2X4(D8R)

11'4"4

6'7"12 6'7"12

5'8"2 5'8"2

0"4

4'3"

5













A - B 462 - 61

Chords Tens. Comp.

B - C 462 - 61


A - D 96 - 275

Chords Tens. Comp.

D - C 96 - 275


B - D 129 - 809



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV9 9'6"15 9/12 Valley

WEIGHT =35.0

SEQ - 231453

TYPE VAL

18'4"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

9'6"15

5'6"6 5'6"6

4'9"7 4'9"7

0"4

3'7"

5













A - B 462 - 61

Chords Tens. Comp.

B - C 462 - 61


A - D 96 - 275

Chords Tens. Comp.

D - C 96 - 275


B - D 129 - 809



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV9 9'6"15 9/12 Valley

WEIGHT =35.0

SEQ - 231453

TYPE VAL

18'4"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

9'6"15

5'6"6 5'6"6

4'9"7 4'9"7

0"4

3'7"

5













A - B 317 - 36

Chords Tens. Comp.

B - C 317 - 36


A - D 68 - 178

Chords Tens. Comp.

D - C 68 - 178


B - D 91 - 584



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV10 7'9"9 9/12 Valley

WEIGHT =29.2

SEQ - 231455

TYPE VAL

19'0"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

7'9"9

4'5"1 4'5"1

3'10"13 3'10"13

0"4

2'11

"5













A - B 317 - 36

Chords Tens. Comp.

B - C 317 - 36


A - D 68 - 178

Chords Tens. Comp.

D - C 68 - 178


B - D 91 - 584



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV10 7'9"9 9/12 Valley

WEIGHT =29.2

SEQ - 231455

TYPE VAL

19'0"4A

B

C

D

912

2X4(D8R)

4X4

1.5X3

2X4(D8R)

7'9"9

4'5"1 4'5"1

3'10"13 3'10"13

0"4

2'11

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV11 6'0"4 9/12 Valley 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.






A - B 54 - 368

Chords Tens. Comp.

B - C 54 - 368


A - C 283 - 5



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV11 6'0"4 9/12 Valley

WEIGHT =21.0

SEQ - 231457

TYPE VAL

19'8"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

6'0"4

3'3"12 3'3"12

3'0"2 3'0"2

0"4

2'3"

5







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






A - B 54 - 368

Chords Tens. Comp.

B - C 54 - 368


A - C 283 - 5



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV11 6'0"4 9/12 Valley

WEIGHT =21.0

SEQ - 231457

TYPE VAL

19'8"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

6'0"4

3'3"12 3'3"12

3'0"2 3'0"2

0"4

2'3"

5







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






A - B 35 - 241

Chords Tens. Comp.

B - C 35 - 241


A - C 194 - 3



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV12 4'2"15 9/12 Valley

WEIGHT =15.4

SEQ - 231459

TYPE VAL

20'4"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

4'2"15

2'2"6 2'2"6

2'1"7 2'1"7

0"4

1'7"

5







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






A - B 35 - 241

Chords Tens. Comp.

B - C 35 - 241


A - C 194 - 3



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV12 4'2"15 9/12 Valley

WEIGHT =15.4

SEQ - 231459

TYPE VAL

20'4"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

4'2"15

2'2"6 2'2"6

2'1"7 2'1"7

0"4

1'7"

5







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






A - B 15 - 112

Chords Tens. Comp.

B - C 15 - 112


A - C 103 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV13 2'5"9 9/12 Valley

WEIGHT =9.8

SEQ - 231461

TYPE VAL

21'0"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

2'5"9

1'1"1 1'1"1

1'2"13 1'2"13

0"4

11"5







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






A - B 15 - 112

Chords Tens. Comp.

B - C 15 - 112


A - C 103 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

CV13 2'5"9 9/12 Valley

WEIGHT =9.8

SEQ - 231461

TYPE VAL

21'0"4A

B

C

912

2X4(D8R)

3X4

2X4(D8R)

2'5"9

1'1"1 1'1"1

1'2"13 1'2"13

0"4

11"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D 28'7"4 4/12 Mono 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 Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:

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



Right end vertical not exposed to wind pressure.

(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) TC 0 23.24 27.30 TC 24 27.30 27.76 BC 120 -0.85 27.30Apply 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 unbalanced snow load based on Pg=50.00 psf,

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

PLT TYP. WAVEDESC = D 28'7"4 4/12 Mono



Q 2114 / - / 813 / - / 196 / 5.5K 2159 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 3.3K Min Brg Width Req = 5.5Bearings Q & K Fcperp = 565psi.


A - B 60 0B - C 72 - 153C - D 178 - 3252D - E 112 - 2513E - F 125 - 2472

Chords Tens. Comp.

F - G 29 - 1097G - H 113 - 925G - I 53 - 106H - J 111 - 923


Q - P 3010 - 486P - O 2796 - 383O - N 2796 - 383

Chords Tens. Comp.

N - M 2032 - 257M - L 20 - 4


B - Q 198 - 473Q - C 161 - 3325C - P 160 - 56P - D 388 - 11D - N 180 - 838N - F 1035 - 47

Webs Tens. Comp.

F - M 223 - 1670M - G 155 - 434M - J 2157 - 257H - I 74 - 162K - L 53 0J - K 359 - 2057



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D 28'7"4 4/12 Mono

WEIGHT =216.0

SEQ - 231609

TYPE SPEC

(a)

(a)(a)

10'10"

11'10"8

LEFT RAKE = 1'10"11

AB

C

DE

F

G

H IJ

K

LMNOPQ

412

6X8

5X6

3X4

3X43X5

4X64X4(R)

4X6

8X8

3X4 8X10(**)

2X8

2X4

31'5"2

3'10"1

28'0"47"

24'9"3 3'10"1

28'1"125"81'9"8

28'7"4

1'0"81'4"4

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D 28'7"4 4/12 Mono 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 Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:






In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.24 27.30 TC 24 27.30 27.76 BC 120 -0.85 27.30Apply 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.

PLT TYP. WAVEDESC = D 28'7"4 4/12 Mono



Q 2114 / - / 813 / - / 196 / 5.5K 2159 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 3.3K Min Brg Width Req = 5.5Bearings Q & K Fcperp = 565psi.


A - B 60 0B - C 72 - 153C - D 178 - 3252D - E 112 - 2513E - F 125 - 2472

Chords Tens. Comp.

F - G 29 - 1097G - H 113 - 925G - I 53 - 106H - J 111 - 923


Q - P 3010 - 486P - O 2796 - 383O - N 2796 - 383

Chords Tens. Comp.

N - M 2032 - 257M - L 20 - 4


B - Q 198 - 473Q - C 161 - 3325C - P 160 - 56P - D 388 - 11D - N 180 - 838N - F 1035 - 47

Webs Tens. Comp.

F - M 223 - 1670M - G 155 - 434M - J 2157 - 257H - I 74 - 162K - L 53 0J - K 359 - 2057



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D 28'7"4 4/12 Mono

WEIGHT =216.0

SEQ - 231609

TYPE SPEC

(a)

(a)(a)

10'10"

11'10"8

LEFT RAKE = 1'10"11

AB

C

DE

F

G

H IJ

K

LMNOPQ

412

6X8

5X6

3X4

3X43X5

4X64X4(R)

4X6

8X8

3X4 8X10(**)

2X8

2X4

31'5"2

3'10"1

28'0"47"

24'9"3 3'10"1

28'1"125"81'9"8

28'7"4

1'0"81'4"4

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D1X 28'7"4 4/12 Mono Girder 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 2x6 SP 2700f-2.0E::B3 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2 2x4 SPF #1/#2::W6, W9, W10 2x4 SPF #3: :W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.

All plates are 3X4 except as noted.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at -1.79 to 101 plf at 13.11 TC- From 101 plf at 13.11 to 101 plf at 28.02 TC- From 101 plf at 28.02 to 101 plf at 28.60 BC- From 4 plf at -1.79 to 4 plf at 0.00 BC- From 30 plf at 0.00 to 30 plf at 8.84 BC- From 30 plf at 8.84 to 30 plf at 20.16 BC- From 30 plf at 20.16 to 30 plf at 28.15PLB- 2387.90 lb Conc. Load at (17.74,10.87)



Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.


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

PLT TYP. WAVEDESC = D1X 28'7"4 4/12 Mono Girder



R 2934 / 27 / - / - / - / 5.5K 3378 / 20 / - / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 2.3K Min Brg Width Req = 5.5Bearings R & K Fcperp = 565psi.


A - B 30 - 3B - C 12 - 2535C - D 23 - 2591D - E 12 - 2490E - F 21 - 1657

Chords Tens. Comp.

F - G 9 - 799G - H 5 - 719G - I 28 - 40H - J 5 - 723


R - Q 50 0Q - P 2387 - 10P - O 2388 - 10

Chords Tens. Comp.

O - N 2378 - 18N - M 1469 - 14M - L 17 0


B - R 30 - 1411B - Q 2337 - 7Q - C 47 - 387C - O 230 - 294O - E 690 0E - N 5 - 1135N - F 1623 0

Webs Tens. Comp.

F - M 23 - 1792M - G 56 - 73M - J 1684 - 12H - I 10 - 87K - L 45 0J - K 58 - 1588



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D1X 28'7"4 4/12 Mono Girder

WEIGHT =482.2

SEQ - 231587

TYPE SPEC


10'10"

11'10"8

LEFT RAKE = 1'10"11

AB

C

D E

F

G

H IJ

K

LMNOPQR

412

3X10

3X5 5X6 4X6

3X5

7X8

6X8

6X8

1.5X3

1.5X3

8X8(**)

2X8

2X4

31'5"2

3'10"1

28'0"47"

24'9"3 3'10"1

28'7"41'9"8

1'0"81'4"4

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D1X 28'7"4 4/12 Mono Girder 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 2x6 SP 2700f-2.0E::B3 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2 2x4 SPF #1/#2::W6, W9, W10 2x4 SPF #3: :W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:



Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at -1.79 to 101 plf at 13.11 TC- From 101 plf at 13.11 to 101 plf at 28.02 TC- From 101 plf at 28.02 to 101 plf at 28.60 BC- From 4 plf at -1.79 to 4 plf at 0.00 BC- From 30 plf at 0.00 to 30 plf at 8.84 BC- From 30 plf at 8.84 to 30 plf at 20.16 BC- From 30 plf at 20.16 to 30 plf at 28.15PLB- 2387.90 lb Conc. Load at (17.74,10.87)



Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.


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




R 2934 / 27 / - / - / - / 5.5K 3378 / 20 / - / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 2.3K Min Brg Width Req = 5.5Bearings R & K Fcperp = 565psi.


A - B 30 - 3B - C 12 - 2535C - D 23 - 2591D - E 12 - 2490E - F 21 - 1657

Chords Tens. Comp.

F - G 9 - 799G - H 5 - 719G - I 28 - 40H - J 5 - 723


R - Q 50 0Q - P 2387 - 10P - O 2388 - 10

Chords Tens. Comp.

O - N 2378 - 18N - M 1469 - 14M - L 17 0


B - R 30 - 1411B - Q 2337 - 7Q - C 47 - 387C - O 230 - 294O - E 690 0E - N 5 - 1135N - F 1623 0

Webs Tens. Comp.

F - M 23 - 1792M - G 56 - 73M - J 1684 - 12H - I 10 - 87K - L 45 0J - K 58 - 1588



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =482.2

SEQ - 231587

TYPE SPEC


10'10"

11'10"8

LEFT RAKE = 1'10"11

AB

C

D E

F

G

H IJ

K

LMNOPQR

412

3X10

3X5 5X6 4X6

3X5

7X8

6X8

6X8

1.5X3

1.5X3

8X8(**)

2X8

2X4

31'5"2

3'10"1

28'0"47"

24'9"3 3'10"1

28'7"41'9"8

1'0"81'4"4

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D1X 28'7"4 4/12 Mono 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 0 24.09 28.15 TC 24 28.15 28.60 BC 120 0.00 28.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =482.2

SEQ - 231587

TYPE SPEC

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D2 28'1"12 4/12 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 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:






In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply 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.

PLT TYP. WAVEDESC = D2 28'1"12 4/12 Mono



P 1898 / - / 739 / - / 186 / -J 2133 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.


A - B 48 - 131B - C 205 - 3104C - D 126 - 2461D - E 132 - 2345

Chords Tens. Comp.

E - F 31 - 1085F - G 113 - 913F - H 53 - 105G - I 111 - 911


P - O 2815 - 506O - N 2711 - 383N - M 2711 - 383

Chords Tens. Comp.

M - L 1995 - 256L - K 20 - 4


A - P 97 - 226P - B 204 - 3173B - O 201 0O - C 328 - 29C - M 186 - 782M - E 992 - 50

Webs Tens. Comp.

E - L 229 - 1632L - F 155 - 437L - I 2128 - 257G - H 74 - 162J - K 54 0I - J 360 - 2033



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D2 28'1"12 4/12 Mono

WEIGHT =211.4

SEQ - 231555

TYPE SPEC

(a)

(a)(a)

10'10"

11'10"8

LEFT RAKE = 1'10"11

A

B

C

D

E

F

G HI

J

KLMNOP

412

5X7

5X6

3X4

3X4

4X6

3X5

4X4

4X4(R)

7X8(R)

3X4 8X10(**)

2X8

2X4

29'0"10

3'10"1

27'6"127"

24'3"11 3'10"1

27'8"45"8

28'1"12

1'0"81'6"

1

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D2 28'1"12 4/12 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 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:






In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply 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.




P 1898 / - / 739 / - / 186 / -J 2133 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.


A - B 48 - 131B - C 205 - 3104C - D 126 - 2461D - E 132 - 2345

Chords Tens. Comp.

E - F 31 - 1085F - G 113 - 913F - H 53 - 105G - I 111 - 911


P - O 2815 - 506O - N 2711 - 383N - M 2711 - 383

Chords Tens. Comp.

M - L 1995 - 256L - K 20 - 4


A - P 97 - 226P - B 204 - 3173B - O 201 0O - C 328 - 29C - M 186 - 782M - E 992 - 50

Webs Tens. Comp.

E - L 229 - 1632L - F 155 - 437L - I 2128 - 257G - H 74 - 162J - K 54 0I - J 360 - 2033



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D2 28'1"12 4/12 Mono

WEIGHT =211.4

SEQ - 231555

TYPE SPEC

(a)

(a)(a)

10'10"

11'10"8

LEFT RAKE = 1'10"11

A

B

C

D

E

F

G HI

J

KLMNOP

412

5X7

5X6

3X4

3X4

4X6

3X5

4X4

4X4(R)

7X8(R)

3X4 8X10(**)

2X8

2X4

29'0"10

3'10"1

27'6"127"

24'3"11 3'10"1

27'8"45"8

28'1"12

1'0"81'6"

1

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D3X 28'1"12 4/12 Mono Girder 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 2x6 SP 2700f-2.0E: Webs 2x4 SPF Stud :W6, W9, W10 2x4 SPF #3::W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:



Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 15.08 TC- From 101 plf at 15.08 to 101 plf at 27.56 TC- From 101 plf at 27.56 to 101 plf at 28.15 BC- From 30 plf at 0.00 to 30 plf at 7.99 BC- From 30 plf at 7.99 to 30 plf at 19.70 BC- From 30 plf at 19.70 to 30 plf at 27.69 BC- 2387.91 lb Conc. Load at 17.28

(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements. 115 mph wind, 16.24 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.

Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection 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.




Q 2724 / - / 6 / - / - / -J 3339 / 1 / - / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.


A - B 0 - 2389B - C 3 - 2540C - D 6 - 1634D - E 3 - 1605

Chords Tens. Comp.

E - F 3 - 789F - G 0 - 710F - H 28 - 40G - I 0 - 714


Q - P 47 0P - O 2261 0O - N 2262 0

Chords Tens. Comp.

N - M 2331 0M - L 1448 - 1L - K 17 0


A - Q 12 - 1308A - P 2222 0P - B 41 - 454B - N 273 - 242N - C 658 0C - M 0 - 1102M - E 1592 0

Webs Tens. Comp.

E - L 4 - 1762L - F 53 - 74L - I 1664 0G - H 10 - 87J - K 44 0I - J 47 - 1570



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =471.0

SEQ - 231589

TYPE SPEC


10'10"

11'10"8A

B

CD

E

F

G HI

J

KLMNOPQ

412

4X8

5X8(R)

3X4

4X6

3X4

7X8

5X6

6X8

3X4

1.5X3

1.5X3

8X8(**)

2X8

2X4

29'0"10

3'10"1

27'6"127"

24'3"11 3'10"1

27'8"45"8

28'1"12

1'0"81'6"

1

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D3X 28'1"12 4/12 Mono Girder 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 2x6 SP 2700f-2.0E: Webs 2x4 SPF Stud :W6, W9, W10 2x4 SPF #3::W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:



Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 15.08 TC- From 101 plf at 15.08 to 101 plf at 27.56 TC- From 101 plf at 27.56 to 101 plf at 28.15 BC- From 30 plf at 0.00 to 30 plf at 7.99 BC- From 30 plf at 7.99 to 30 plf at 19.70 BC- From 30 plf at 19.70 to 30 plf at 27.69 BC- 2387.91 lb Conc. Load at 17.28

(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements. 115 mph wind, 16.24 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.

Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection 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.




Q 2724 / - / 6 / - / - / -J 3339 / 1 / - / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.


A - B 0 - 2389B - C 3 - 2540C - D 6 - 1634D - E 3 - 1605

Chords Tens. Comp.

E - F 3 - 789F - G 0 - 710F - H 28 - 40G - I 0 - 714


Q - P 47 0P - O 2261 0O - N 2262 0

Chords Tens. Comp.

N - M 2331 0M - L 1448 - 1L - K 17 0


A - Q 12 - 1308A - P 2222 0P - B 41 - 454B - N 273 - 242N - C 658 0C - M 0 - 1102M - E 1592 0

Webs Tens. Comp.

E - L 4 - 1762L - F 53 - 74L - I 1664 0G - H 10 - 87J - K 44 0I - J 47 - 1570



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =471.0

SEQ - 231589

TYPE SPEC


10'10"

11'10"8A

B

CD

E

F

G HI

J

KLMNOPQ

412

4X8

5X8(R)

3X4

4X6

3X4

7X8

5X6

6X8

3X4

1.5X3

1.5X3

8X8(**)

2X8

2X4

29'0"10

3'10"1

27'6"127"

24'3"11 3'10"1

27'8"45"8

28'1"12

1'0"81'6"

1

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D3X 28'1"12 4/12 Mono 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 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =471.0

SEQ - 231589

TYPE SPEC

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D4 17'7"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud









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




I 1377 / - / 560 / - / 119 / 5.5G 1199 / 6 / 504 / - / - / -Wind reactions based on MWFRSI Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing I Fcperp = 565psi.


A - B 60 0B - C 78 - 118C - D 60 - 1612

Chords Tens. Comp.

D - E 61 - 1424E - F 72 - 113


I - H 1631 - 272

Chords Tens. Comp.

H - G 964 - 175


B - I 201 - 461I - C 43 - 1804C - H 162 - 297

Webs Tens. Comp.

H - E 776 0E - G 231 - 1271F - G 108 - 229



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D4 17'7"4 4/12 Mono

WEIGHT =99.4

SEQ - 231576

TYPE MONO

(a)

(a)

10'10"

LEFT RAKE = 1'10"11

A

B

C

DE

F

GHI

412

1.5X3

5X5

4X4

3X4

3X53X4

1.5X3

3X5(R)

20'5"5

17'7"4

17'7"41'9"8

1'4"

4

7'2"

11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D4 17'7"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud









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




I 1377 / - / 560 / - / 119 / 5.5G 1199 / 6 / 504 / - / - / -Wind reactions based on MWFRSI Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing I Fcperp = 565psi.


A - B 60 0B - C 78 - 118C - D 60 - 1612

Chords Tens. Comp.

D - E 61 - 1424E - F 72 - 113


I - H 1631 - 272

Chords Tens. Comp.

H - G 964 - 175


B - I 201 - 461I - C 43 - 1804C - H 162 - 297

Webs Tens. Comp.

H - E 776 0E - G 231 - 1271F - G 108 - 229



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D4 17'7"4 4/12 Mono

WEIGHT =99.4

SEQ - 231576

TYPE MONO

(a)

(a)

10'10"

LEFT RAKE = 1'10"11

A

B

C

DE

F

GHI

412

1.5X3

5X5

4X4

3X4

3X53X4

1.5X3

3X5(R)

20'5"5

17'7"4

17'7"41'9"8

1'4"

4

7'2"

11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D5X 5'8"12 Flat Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 1 Row @ 3.50" 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 400 plf at 0.00 to 400 plf at 5.73 BC- From 15 plf at 0.00 to 15 plf at 5.73 BC- 1199.10 lb Conc. Load at 1.86, 3.86



Left end vertical exposed to wind pressure. Deflection meets L/360.

Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others




Truss must be installed as shown with top chord up.

The TC of this truss shall be braced with attached spans at 24" oc inlieu of structural sheathing.

PLT TYP. WAVEDESC = D5X 5'8"12 Flat Girder



F 2388 / 8 / 219 / - / 81 / -D 2388 / 55 / 135 / - / - / -Wind reactions based on MWFRSF Min Brg Width Req = -D Min Brg Width Req = -


A - B 11 - 269

Chords Tens. Comp.

B - C 11 - 269


F - E 0 - 21

Chords Tens. Comp.

E - D 0 0


A - F 7 - 1014A - E 676 0B - E 29 - 359

Webs Tens. Comp.

E - C 676 - 27C - D 30 - 1014



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D5X 5'8"12 Flat Girder

WEIGHT =156.8

SEQ - 231579

TYPE FLAT


10'10"

A B C

DEF

5X5

3X4

3X8

4X8

5X5

3X4

5'8"12

7'2"

11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D5X 5'8"12 Flat Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 1 Row @ 3.50" 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 400 plf at 0.00 to 400 plf at 5.73 BC- From 15 plf at 0.00 to 15 plf at 5.73 BC- 1199.10 lb Conc. Load at 1.86, 3.86




Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others





The TC of this truss shall be braced with attached spans at 24" oc inlieu of structural sheathing.

PLT TYP. WAVEDESC = D5X 5'8"12 Flat Girder



F 2388 / 8 / 219 / - / 81 / -D 2388 / 55 / 135 / - / - / -Wind reactions based on MWFRSF Min Brg Width Req = -D Min Brg Width Req = -


A - B 11 - 269

Chords Tens. Comp.

B - C 11 - 269


F - E 0 - 21

Chords Tens. Comp.

E - D 0 0


A - F 7 - 1014A - E 676 0B - E 29 - 359

Webs Tens. Comp.

E - C 676 - 27C - D 30 - 1014



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D5X 5'8"12 Flat Girder

WEIGHT =156.8

SEQ - 231579

TYPE FLAT


10'10"

A B C

DEF

5X5

3X4

3X8

4X8

5X5

3X4

5'8"12

7'2"

11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D6 36'11" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2, T3 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W10 2x4 SPF 1650f-1.5E:









PLT TYP. WAVEDESC = D6 36'11" 4/12 Common



R 2695 / - / 1071 / - / 96 / 5.5L 2695 / - / 1071 / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 3.4L Min Brg Width Req = 3.4Bearings R & L Fcperp = 565psi.


A - B 60 0B - C 91 - 205C - D 518 - 4564D - E 531 - 4529E - F 505 - 3588

Chords Tens. Comp.

F - G 505 - 3588G - H 532 - 4529H - I 519 - 4565I - J 91 - 205J - K 60 0


R - Q 4219 - 433Q - P 4049 - 391P - O 4049 - 391

Chords Tens. Comp.

O - N 4050 - 395N - M 4050 - 395M - L 4220 - 438


B - R 226 - 537R - C 488 - 4597C - Q 234 0Q - E 403 0E - O 176 - 1211F - O 1574 - 101

Webs Tens. Comp.

O - G 176 - 1212G - M 403 0M - I 234 0I - L 488 - 4598J - L 225 - 537



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D6 36'11" 4/12 Common

WEIGHT =198.1

SEQ - 231611

TYPE COMN

(a)

(a) (a)

(a)10'10"


AB

C D

E

F

G

H I

JK

LMNOPQR

412

1.5X4

6X8

5X83X5

3X4 H0310

3X4

5X6

4X8

3X4

H0310 3X4

3X55X8

1.5X4

6X8

21'4"2 21'4"2

18'5"8 18'5"8

36'11"1'9"8 1'9"8

1'4"4

7'6"

1Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D6 36'11" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2, T3 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W10 2x4 SPF 1650f-1.5E:









PLT TYP. WAVEDESC = D6 36'11" 4/12 Common



R 2695 / - / 1071 / - / 96 / 5.5L 2695 / - / 1071 / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 3.4L Min Brg Width Req = 3.4Bearings R & L Fcperp = 565psi.


A - B 60 0B - C 91 - 205C - D 518 - 4564D - E 531 - 4529E - F 505 - 3588

Chords Tens. Comp.

F - G 505 - 3588G - H 532 - 4529H - I 519 - 4565I - J 91 - 205J - K 60 0


R - Q 4219 - 433Q - P 4049 - 391P - O 4049 - 391

Chords Tens. Comp.

O - N 4050 - 395N - M 4050 - 395M - L 4220 - 438


B - R 226 - 537R - C 488 - 4597C - Q 234 0Q - E 403 0E - O 176 - 1211F - O 1574 - 101

Webs Tens. Comp.

O - G 176 - 1212G - M 403 0M - I 234 0I - L 488 - 4598J - L 225 - 537



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

D6 36'11" 4/12 Common

WEIGHT =198.1

SEQ - 231611

TYPE COMN

(a)

(a) (a)

(a)10'10"


AB

C D

E

F

G

H I

JK

LMNOPQR

412

1.5X4

6X8

5X83X5

3X4 H0310

3X4

5X6

4X8

3X4

H0310 3X4

3X55X8

1.5X4

6X8

21'4"2 21'4"2

18'5"8 18'5"8

36'11"1'9"8 1'9"8

1'4"4

7'6"

1

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS1 28'7"4 4/12 Draftstop 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 Webs 2x4 SPF Stud :W2, W7, W8 2x4 SPF #1/#2::W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:





Truss designed to support 0-0-0 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 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.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 = DS1 28'7"4 4/12 Draftstop



AE 2068 / - / 813 / - / 196 / 5.5R 2068 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = 3.2R Min Brg Width Req = 5.5Bearings AE & R Fcperp = 565psi.


A - B 60 0B - C 83 - 146C - D 181 - 3124D - E 212 - 3134E - F 226 - 3020F - G 119 - 2365G - H 125 - 2324H - I 154 - 2303

Chords Tens. Comp.

I - J 1 - 1017J - K 31 - 979K - L 54 - 896L - M 26 - 98L - N 107 - 855M - P 15 - 19N - O 111 - 862O - Q 113 - 866


AE-AD 2892 - 473AD-AC 2898 - 471AC-AB 2898 - 471AB-AA 2669 - 369AA- Z 2669 - 369Z - Y 2669 - 369

Chords Tens. Comp.

Y - X 2669 - 369X - W 1916 - 248W - V 1916 - 248V - U 1916 - 248U - T 21 - 4T - S 21 - 4


B -AE 208 - 487AE-AF 132 - 3221AF- C 142 - 3191C -AG 107 0

Webs Tens. Comp.

I -AM 198 - 1509AN-AO 206 - 1593AP- U 209 - 1601U - L 60 - 150



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

DS1 28'7"4 4/12 Draftstop

WEIGHT =281.8

SEQ - 231566

TYPE GABL

(a)

(a)

(a)(a)

10'10"

11'10"8

LEFT RAKE = 1'10"11

AB

CD

E FG

H

IJ

KL

MNOPQ

R

STUVWXYZAAABACADAE

AF

AGAH

AI AJ

AKAL

AMAN

AOAP

AQAR

412

6X8

5X6

3X4

3X43X5

4X6 1.5X3(**)4X4(R)

4X6

8X8

3X43X6

8X10(**)

2X8

2X6

31'5"2

3'10"1

28'0"47"

24'9"3 3'10"1

28'1"125"81'9"8

28'7"4

1'0"81'4"4

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS1 28'7"4 4/12 Draftstop 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 Webs 2x4 SPF Stud :W2, W7, W8 2x4 SPF #1/#2::W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:













AE 2068 / - / 813 / - / 196 / 5.5R 2068 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = 3.2R Min Brg Width Req = 5.5Bearings AE & R Fcperp = 565psi.


A - B 60 0B - C 83 - 146C - D 181 - 3124D - E 212 - 3134E - F 226 - 3020F - G 119 - 2365G - H 125 - 2324H - I 154 - 2303

Chords Tens. Comp.




Chords Tens. Comp.

Y - X 2669 - 369X - W 1916 - 248W - V 1916 - 248V - U 1916 - 248U - T 21 - 4T - S 21 - 4


B -AE 208 - 487AE-AF 132 - 3221AF- C 142 - 3191C -AG 107 0

Webs Tens. Comp.

I -AM 198 - 1509AN-AO 206 - 1593AP- U 209 - 1601U - L 60 - 150



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =281.8

SEQ - 231566

TYPE GABL

(a)

(a)

(a)(a)

10'10"

11'10"8

LEFT RAKE = 1'10"11

AB

CD

E FG

H

IJ

KL

MNOPQ

R

STUVWXYZAAABACADAE

AF

AGAH

AI AJ

AKAL

AMAN

AOAP

AQAR

412

6X8

5X6

3X4

3X43X5

4X6 1.5X3(**)4X4(R)

4X6

8X8

3X43X6

8X10(**)

2X8

2X6

31'5"2

3'10"1

28'0"47"

24'9"3 3'10"1

28'1"125"81'9"8

28'7"4

1'0"81'4"4

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS1 28'7"4 4/12 Draftstop 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 0 24.09 28.15 TC 24 28.15 28.60 BC 120 0.00 28.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



AH-AB 75 - 97AB-AI 421 - 80AJ- F 512 - 83F -AK 132 - 815AL- X 140 - 857X - I 1010 - 135

U -AQ 2012 - 259AR- Q 2038 - 266O - P 8 - 61R - S 139 - 29Q - R 439 - 1963

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

AF-AD 114 0AG- D 69 - 212AC-AH 132 - 40AI-AA 154 0E -AJ 73 - 44AK- H 73 - 156Y -AL 63 - 104

Gables Tens. Comp.

AM- J 107 - 71W -AN 159 0AO- K 67 - 251V -AP 64 - 243AQ- T 70 - 153M - N 96 - 165N -AR 78 - 182



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =281.8

SEQ - 231566

TYPE GABL

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS2 28'1"12 4/12 Draftstop 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 :W2 2x4 SPF #1/#2::W7, W8, W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:













AE 1851 / - / 739 / - / 186 / -R 2043 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = -R Min Brg Width Req = 5.5Bearing R Fcperp = 565psi.


A - B 39 - 118B - C 64 - 48C - D 202 - 2978D - E 235 - 2994E - F 250 - 2881F - G 132 - 2314G - H 155 - 2253H - I 161 - 2241

Chords Tens. Comp.




Chords Tens. Comp.

Y - X 2587 - 367X - W 1879 - 247W - V 1879 - 247V - U 1879 - 247U - T 21 - 4T - S 21 - 4


A -AE 73 - 215AE-AF 166 - 3067AG- C 162 - 3015C -AH 193 0

Webs Tens. Comp.

I -AN 204 - 1478AO-AP 211 - 1552AQ- U 213 - 1558U - L 59 - 154



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =277.6

SEQ - 231570

TYPE GABL

(a)

(a)

(a)(a)

10'10"

11'10"8A

B

CD

E F

G H

IJ

KL

MN OP Q

R

STUVWXYZAAABACADAE

AF

AG

AHAI

AJ AK

ALAM

ANAO

APAQ

ARAS

412

5X7

5X6

3X4

3X4

4X6

3X5

4X4

4X4(R)

7X8(R)

3X4 2X6 8X10(**)

2X8

2X6

29'0"10

3'10"1

27'6"127"

24'3"11 3'10"1

27'8"45"8

28'1"12

1'0"81'6"

1

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS2 28'1"12 4/12 Draftstop 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 :W2 2x4 SPF #1/#2::W7, W8, W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:













AE 1851 / - / 739 / - / 186 / -R 2043 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = -R Min Brg Width Req = 5.5Bearing R Fcperp = 565psi.


A - B 39 - 118B - C 64 - 48C - D 202 - 2978D - E 235 - 2994E - F 250 - 2881F - G 132 - 2314G - H 155 - 2253H - I 161 - 2241

Chords Tens. Comp.




Chords Tens. Comp.

Y - X 2587 - 367X - W 1879 - 247W - V 1879 - 247V - U 1879 - 247U - T 21 - 4T - S 21 - 4


A -AE 73 - 215AE-AF 166 - 3067AG- C 162 - 3015C -AH 193 0

Webs Tens. Comp.

I -AN 204 - 1478AO-AP 211 - 1552AQ- U 213 - 1558U - L 59 - 154



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =277.6

SEQ - 231570

TYPE GABL

(a)

(a)

(a)(a)

10'10"

11'10"8A

B

CD

E F

G H

IJ

KL

MN OP Q

R

STUVWXYZAAABACADAE

AF

AG

AHAI

AJ AK

ALAM

ANAO

APAQ

ARAS

412

5X7

5X6

3X4

3X4

4X6

3X5

4X4

4X4(R)

7X8(R)

3X4 2X6 8X10(**)

2X8

2X6

29'0"10

3'10"1

27'6"127"

24'3"11 3'10"1

27'8"45"8

28'1"12

1'0"81'6"

1

8'3"

2

10'8

"5

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS2 28'1"12 4/12 Draftstop 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 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



AI-AB 86 0AB-AJ 340 - 97AK- F 432 - 100F -AL 137 - 762AM- X 144 - 805X - I 970 - 139

U -AR 1988 - 257AS- Q 2013 - 265O - P 8 - 61R - S 138 - 29Q - R 438 - 1939


AF-AD 147 0B -AG 82 - 73AH- D 81 - 231AC-AI 99 - 29AJ-AA 164 0E -AK 83 - 50AL- G 72 - 155Y -AM 63 - 102

Gables Tens. Comp.

AN- J 111 - 64W -AO 157 0AP- K 68 - 254V -AQ 65 - 248AR- T 70 - 155M - N 96 - 164N -AS 78 - 183



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =277.6

SEQ - 231570

TYPE GABL

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E 29'11"8 Flat 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 #3 :W1, W11 2x6 SPF 1650f-1.5E::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:


Wind loads and reactions based on MWFRS with additional C&Cmember design.Left end vertical exposed to wind pressure. Deflection meets L/360.



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 29.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Truss passed check for 20 psf additional bottom chord live load in

areas 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.


Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Truss must be installed as shown with top chord up.

PLT TYP. WAVEDESC = E 29'11"8 Flat



P 2228 / 42 / 754 / - / 146 / 5.5H 2239 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = 5.5H Min Brg Width Req = 5.5Bearings P & H Fcperp = 565psi.


A - B 178 - 1173B - C 194 - 1705C - D 194 - 1705

Chords Tens. Comp.

D - E 194 - 1705E - F 168 - 1705F - G 106 - 1178


O - N 93 - 130N - M 1218 - 183M - L 1722 - 173

Chords Tens. Comp.

L - K 1722 - 173K - J 1224 - 114J - I 54 - 6


A - P 148 0A - N 2074 - 168P - A 291 - 2623P - O 148 0N - B 214 - 1423B - M 940 - 89C - M 121 - 536

Webs Tens. Comp.

M - E 38 - 41E - K 160 - 526K - F 946 - 106F - J 232 - 1440J - G 2084 - 186H - I 152 0G - H 453 - 2629



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

E 29'11"8 Flat

WEIGHT =293.3

SEQ - 231617

TYPE SPEC

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

11'10"8

A B C D E F G

H

IJKLMNO

P

6X12

2X8

2X65X6(R)

5X5 3X4

3X8 3X5

3X5 5X5

3X5

5X5

5X6(R)

6X12

2X8

2X6

29'11"8

5"829'6"

29'11"8

1'0"8

8'4"

10

9'5"

2

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E 29'11"8 Flat 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 #3 :W1, W11 2x6 SPF 1650f-1.5E::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:


Wind loads and reactions based on MWFRS with additional C&Cmember design.Left end vertical exposed to wind pressure. Deflection meets L/360.



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 29.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Truss passed check for 20 psf additional bottom chord live load in



Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Truss must be installed as shown with top chord up.

PLT TYP. WAVEDESC = E 29'11"8 Flat



P 2228 / 42 / 754 / - / 146 / 5.5H 2239 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = 5.5H Min Brg Width Req = 5.5Bearings P & H Fcperp = 565psi.


A - B 178 - 1173B - C 194 - 1705C - D 194 - 1705

Chords Tens. Comp.

D - E 194 - 1705E - F 168 - 1705F - G 106 - 1178


O - N 93 - 130N - M 1218 - 183M - L 1722 - 173

Chords Tens. Comp.

L - K 1722 - 173K - J 1224 - 114J - I 54 - 6


A - P 148 0A - N 2074 - 168P - A 291 - 2623P - O 148 0N - B 214 - 1423B - M 940 - 89C - M 121 - 536

Webs Tens. Comp.

M - E 38 - 41E - K 160 - 526K - F 946 - 106F - J 232 - 1440J - G 2084 - 186H - I 152 0G - H 453 - 2629



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

E 29'11"8 Flat

WEIGHT =293.3

SEQ - 231617

TYPE SPEC

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

11'10"8

A B C D E F G

H

IJKLMNO

P

6X12

2X8

2X65X6(R)

5X5 3X4

3X8 3X5

3X5 5X5

3X5

5X5

5X6(R)

6X12

2X8

2X6

29'11"8

5"829'6"

29'11"8

1'0"8

8'4"

10

9'5"

2

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E1 29'11"8 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:









PLT TYP. WAVEDESC = E1 29'11"8 4/12 Common



J 2031 / 78 / 774 / - / 44 / 5.0K 2032 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = 2.6K Min Brg Width Req = 2.6Bearings J & K Fcperp = 565psi.


A - B 79 - 267B - C 465 - 3598

Chords Tens. Comp.

C - D 465 - 3600D - E 79 - 267


J - I 3546 - 408I - H 2670 - 259

Chords Tens. Comp.

H - G 2670 - 259G - F 3548 - 407


A - J 140 - 368J - B 443 - 3723B - I 203 - 616I - C 1164 - 42

Webs Tens. Comp.

C - G 1167 - 42G - D 203 - 616D - F 443 - 3725E - F 140 - 368



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

E1 29'11"8 4/12 Common

WEIGHT =145.6

SEQ - 231630

TYPE COMN

(a) (a)

20'4"10

A

B

C

D

E

FGHIJ K

412

2X4

5X8

5X7

4X4

6X8

H0308 4X4

5X7

2X4

5X8

15'9"8 15'9"8

14'11"12 14'11"12

29'11"8

1'2"9

6'2"

7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E1 29'11"8 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:









PLT TYP. WAVEDESC = E1 29'11"8 4/12 Common



J 2031 / 78 / 774 / - / 44 / 5.0K 2032 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = 2.6K Min Brg Width Req = 2.6Bearings J & K Fcperp = 565psi.


A - B 79 - 267B - C 465 - 3598

Chords Tens. Comp.

C - D 465 - 3600D - E 79 - 267


J - I 3546 - 408I - H 2670 - 259

Chords Tens. Comp.

H - G 2670 - 259G - F 3548 - 407


A - J 140 - 368J - B 443 - 3723B - I 203 - 616I - C 1164 - 42

Webs Tens. Comp.

C - G 1167 - 42G - D 203 - 616D - F 443 - 3725E - F 140 - 368



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

E1 29'11"8 4/12 Common

WEIGHT =145.6

SEQ - 231630

TYPE COMN

(a) (a)

20'4"10

A

B

C

D

E

FGHIJ K

412

2X4

5X8

5X7

4X4

6X8

H0308 4X4

5X7

2X4

5X8

15'9"8 15'9"8

14'11"12 14'11"12

29'11"8

1'2"9

6'2"

7

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E2 29'7"8 4/12 Stub This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:









PLT TYP. WAVEDESC = E2 29'7"8 4/12 Stub



J 2010 / 77 / 766 / - / 45 / -K 2009 / 77 / 766 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = -K Min Brg Width Req = 2.6Bearing K Fcperp = 565psi.


A - B 73 - 223B - C 453 - 3478

Chords Tens. Comp.

C - D 459 - 3544D - E 79 - 266


J - I 3389 - 389I - H 2613 - 254

Chords Tens. Comp.

H - G 2613 - 254G - F 3499 - 401


A - J 133 - 338J - B 432 - 3622B - I 191 - 543I - C 1081 - 33

Webs Tens. Comp.

C - G 1173 - 41G - D 203 - 620D - F 437 - 3686E - F 140 - 368



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

E2 29'7"8 4/12 Stub

WEIGHT =145.6

SEQ - 231628

TYPE COMN

(a) (a)

20'4"10

A

B

C

D

E

FGHIJ K

412

2X4

5X8

5X6

3X5

6X8

H0308 4X4(R)

5X6

2X4

5X8

15'5"4 15'9"8

14'7"12 14'11"12

29'7"8

1'3"14 1'2"9

6'2"

7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E2 29'7"8 4/12 Stub This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:









PLT TYP. WAVEDESC = E2 29'7"8 4/12 Stub



J 2010 / 77 / 766 / - / 45 / -K 2009 / 77 / 766 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = -K Min Brg Width Req = 2.6Bearing K Fcperp = 565psi.


A - B 73 - 223B - C 453 - 3478

Chords Tens. Comp.

C - D 459 - 3544D - E 79 - 266


J - I 3389 - 389I - H 2613 - 254

Chords Tens. Comp.

H - G 2613 - 254G - F 3499 - 401


A - J 133 - 338J - B 432 - 3622B - I 191 - 543I - C 1081 - 33

Webs Tens. Comp.

C - G 1173 - 41G - D 203 - 620D - F 437 - 3686E - F 140 - 368



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

E2 29'7"8 4/12 Stub

WEIGHT =145.6

SEQ - 231628

TYPE COMN

(a) (a)

20'4"10

A

B

C

D

E

FGHIJ K

412

2X4

5X8

5X6

3X5

6X8

H0308 4X4(R)

5X6

2X4

5X8

15'5"4 15'9"8

14'7"12 14'11"12

29'7"8

1'3"14 1'2"9

6'2"

7

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS1 29'11"8 Draftstop 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 :W1, W11 2x6 SPF 1650f-1.5E::W2, W10 2x4 SPF #1/#2: :W3, W4, W5, W6, W7, W8, W9, C3, C11 2x4 SPF #3::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:

All plates are 1.5X3 except as noted. 115 mph wind, 20.26 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.

Left end vertical exposed to wind pressure. Deflection meets L/360.Right end vertical not exposed to wind pressure.

Max JT VERT DEFL: LL: 0.14" DL: 0.16". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.


See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.






PLT TYP. WAVEDESC = EDS1 29'11"8 Draftstop



AC 2069 / 42 / 754 / - / 146 / 5.5N 2082 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSAC Min Brg Width Req = 5.5N Min Brg Width Req = 5.5Bearings AC & N Fcperp = 565psi.


A - B 180 - 1115B - C 180 - 1115C - D 194 - 1638D - E 194 - 1639E - F 194 - 1639F - G 194 - 1639

Chords Tens. Comp.

G - H 194 - 1639H - I 194 - 1639I - J 169 - 1641J - K 169 - 1640K - L 107 - 1124L - M 107 - 1124


AB-AA 94 - 127AA- Z 94 - 127Z - Y 1154 - 182Y - X 1154 - 182X - W 1154 - 182W - V 1653 - 171V - U 1653 - 171

Chords Tens. Comp.

U - T 1653 - 171T - S 1166 - 114S - R 1166 - 114R - Q 1164 - 113Q - P 39 - 4P - O 39 - 4


A -AC 132 - 4A -AD 2019 - 177AC- A 214 - 2212AC-AB 132 - 4AE- Z 1977 - 173

Webs Tens. Comp.

AK- I 35 - 46I - T 82 - 377T -AL 898 - 104AM-AN 953 - 113AN- K 866 - 88



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

EDS1 29'11"8 Draftstop

WEIGHT =384.8

SEQ - 231625

TYPE GABL

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

(a) (a)

11'10"8

A B C D E F G H I J K L M

N

OPQRSTUVWXYZAAABAC

ADAE

AFAG

AHAI

AJAK

ALAM

AN

AOAP

6X12

2X8

2X6 5X6(R)

5X5 3X4

3X8 3X5

3X5 5X5

3X5

5X5

5X6(R)

6X12

2X8

2X6

29'11"8

5"829'6"

29'11"8

1'0"8

8'4"

10

9'5"

2

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS1 29'11"8 Draftstop 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 :W1, W11 2x6 SPF 1650f-1.5E::W2, W10 2x4 SPF #1/#2: :W3, W4, W5, W6, W7, W8, W9, C3, C11 2x4 SPF #3::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:


member design.




See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.









AC 2069 / 42 / 754 / - / 146 / 5.5N 2082 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSAC Min Brg Width Req = 5.5N Min Brg Width Req = 5.5Bearings AC & N Fcperp = 565psi.


A - B 180 - 1115B - C 180 - 1115C - D 194 - 1638D - E 194 - 1639E - F 194 - 1639F - G 194 - 1639

Chords Tens. Comp.

G - H 194 - 1639H - I 194 - 1639I - J 169 - 1641J - K 169 - 1640K - L 107 - 1124L - M 107 - 1124


AB-AA 94 - 127AA- Z 94 - 127Z - Y 1154 - 182Y - X 1154 - 182X - W 1154 - 182W - V 1653 - 171V - U 1653 - 171

Chords Tens. Comp.

U - T 1653 - 171T - S 1166 - 114S - R 1166 - 114R - Q 1164 - 113Q - P 39 - 4P - O 39 - 4


A -AC 132 - 4A -AD 2019 - 177AC- A 214 - 2212AC-AB 132 - 4AE- Z 1977 - 173

Webs Tens. Comp.

AK- I 35 - 46I - T 82 - 377T -AL 898 - 104AM-AN 953 - 113AN- K 866 - 88



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =384.8

SEQ - 231625

TYPE GABL

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

(a) (a)

11'10"8

A B C D E F G H I J K L M

N

OPQRSTUVWXYZAAABAC

ADAE

AFAG

AHAI

AJAK

ALAM

AN

AOAP

6X12

2X8

2X6 5X6(R)

5X5 3X4

3X8 3X5

3X5 5X5

3X5

5X5

5X6(R)

6X12

2X8

2X6

29'11"8

5"829'6"

29'11"8

1'0"8

8'4"

10

9'5"

2

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS1 29'11"8 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Z - C 130 - 1220C -AF 922 - 90AG-AH 943 - 93AI- W 907 - 91F - W 52 - 417W -AJ 35 - 44

K - Q 173 - 1249Q -AO 1993 - 191AP- M 2036 - 195N - O 135 0M - N 353 - 2222


AD- B 67 - 177AA-AE 64 - 127AF- D 53 - 135Y -AG 57 - 171AH- E 53 - 117X -AI 55 - 80AJ- U 52 - 89

Gables Tens. Comp.

G -AK 54 - 119AL- S 55 - 100J -AM 65 - 164AN- R 29 - 125AO- P 54 - 122L -AP 59 - 173



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =384.8

SEQ - 231625

TYPE GABL

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS2 29'11"8 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:


member design.Truss designed to support 0-0-0 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 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 120 -0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


factor 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 = EDS2 29'11"8 4/12 Draftstop



S 1963 / 78 / 774 / - / 44 / 5.0AB 1963 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSS Min Brg Width Req = 2.5AB Min Brg Width Req = 2.5Bearings S & AB Fcperp = 565psi.


A - B 93 - 262B - C 480 - 3367C - D 504 - 3316

Chords Tens. Comp.

D - E 504 - 3316E - F 480 - 3367F - G 93 - 262


S - R 3365 - 394R - Q 3367 - 393Q - P 3373 - 390P - O 2543 - 243O - N 2543 - 243N - M 2543 - 243

Chords Tens. Comp.

M - L 2543 - 243L - K 2543 - 243K - J 3373 - 389J - I 3367 - 393I - H 3365 - 393


A - S 146 - 379S - T 398 - 3545T - U 400 - 3534U - B 426 - 3494B - P 124 - 503P - V 1093 - 123W - D 1152 - 131

Webs Tens. Comp.

D - X 1152 - 131Y - K 1093 - 123K - F 124 - 503F - Z 426 - 3494Z -AA 400 - 3534AA- H 398 - 3545G - H 146 - 379

Maximum Gable Forces Per Ply (lbs)**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.


TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

EDS2 29'11"8 4/12 Draftstop

WEIGHT =182.3

SEQ - 231623

TYPE GABL

(a)(a)

20'4"10

A

B

C

D

E

F

G

HIJKLMNOPQRS

T

U

VW X Y

Z

AA

AB

412

2X4

5X8

5X7

4X4

6X8(R)

1.5X4 H0308 4X4

5X7

2X4

5X8

15'9"8 15'9"8

14'11"12 14'11"12

29'11"8

1'2"9

6'2"

7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS2 29'11"8 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:


member design.Truss designed to support 0-0-0 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 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 120 -0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


factor 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.




S 1963 / 78 / 774 / - / 44 / 5.0AB 1963 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSS Min Brg Width Req = 2.5AB Min Brg Width Req = 2.5Bearings S & AB Fcperp = 565psi.


A - B 93 - 262B - C 480 - 3367C - D 504 - 3316

Chords Tens. Comp.

D - E 504 - 3316E - F 480 - 3367F - G 93 - 262


S - R 3365 - 394R - Q 3367 - 393Q - P 3373 - 390P - O 2543 - 243O - N 2543 - 243N - M 2543 - 243

Chords Tens. Comp.

M - L 2543 - 243L - K 2543 - 243K - J 3373 - 389J - I 3367 - 393I - H 3365 - 393


A - S 146 - 379S - T 398 - 3545T - U 400 - 3534U - B 426 - 3494B - P 124 - 503P - V 1093 - 123W - D 1152 - 131

Webs Tens. Comp.

D - X 1152 - 131Y - K 1093 - 123K - F 124 - 503F - Z 426 - 3494Z -AA 400 - 3534AA- H 398 - 3545G - H 146 - 379

Maximum Gable Forces Per Ply (lbs)**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.


TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =182.3

SEQ - 231623

TYPE GABL

(a)(a)

20'4"10

A

B

C

D

E

F

G

HIJKLMNOPQRS

T

U

VW X Y

Z

AA

AB

412

2X4

5X8

5X7

4X4

6X8(R)

1.5X4 H0308 4X4

5X7

2X4

5X8

15'9"8 15'9"8

14'11"12 14'11"12

29'11"8

1'2"9

6'2"

7

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS2 29'11"8 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.



Gables Tens.Comp.

T - R 38 0U - Q 236 0V - O 71 - 290C - W 83 - 371D - N 257 0

Gables Tens. Comp.

X - E 83 - 371L - Y 71 - 290J - Z 236 0I -AA 38 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =182.3

SEQ - 231623

TYPE GABL

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F 28'8"4 4/12 Mono 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:






(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





PLT TYP. WAVEDESC = F 28'8"4 4/12 Mono



Q 2052 / 7 / 769 / - / 217 / 5.5K 2106 / - / 812 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 5.5K Min Brg Width Req = 3.3Bearings Q & K Fcperp = 565psi.


A - C 239 - 885B - D 57 - 89C - D 240 - 884D - E 175 - 1036E - F 262 - 2422

Chords Tens. Comp.

F - G 250 - 2488G - H 286 - 3188H - I 66 - 117I - J 60 0


P - O 381 - 42O - N 1959 - 29N - M 2809 - 156

Chords Tens. Comp.

M - L 2809 - 156L - K 2850 - 212


A - Q 64 0A - O 1994 - 283Q - A 350 - 1939Q - P 64 0B - C 78 - 181D - O 161 - 304O - E 224 - 1590

Webs Tens. Comp.

E - N 1014 - 39N - G 191 - 817G - L 322 0L - H 236 0H - K 258 - 3231I - K 187 - 447



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

F 28'8"4 4/12 Mono

WEIGHT =212.5

SEQ - 231632

TYPE SPEC

(a)

(a)

(a) 11'10"8

10'10"

RIGHT RAKE = 1'10"11

A

B

C D

E

FG

H

IJ

KLMNOP

Q

412

8X10(**)

2X8

2X4

3X5

7X8

4X4(R)

4X4 4X6

3X53X4

3X4

5X5

6X8

3'11"1

31'6"2

3'11"1 24'9"3

7"28'1"4

5"828'2"12

1'9"8

28'8"4

1'0"8

8'3"

2

1'4"4

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F 28'8"4 4/12 Mono 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:






(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





PLT TYP. WAVEDESC = F 28'8"4 4/12 Mono



Q 2052 / 7 / 769 / - / 217 / 5.5K 2106 / - / 812 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 5.5K Min Brg Width Req = 3.3Bearings Q & K Fcperp = 565psi.


A - C 239 - 885B - D 57 - 89C - D 240 - 884D - E 175 - 1036E - F 262 - 2422

Chords Tens. Comp.

F - G 250 - 2488G - H 286 - 3188H - I 66 - 117I - J 60 0


P - O 381 - 42O - N 1959 - 29N - M 2809 - 156

Chords Tens. Comp.

M - L 2809 - 156L - K 2850 - 212


A - Q 64 0A - O 1994 - 283Q - A 350 - 1939Q - P 64 0B - C 78 - 181D - O 161 - 304O - E 224 - 1590

Webs Tens. Comp.

E - N 1014 - 39N - G 191 - 817G - L 322 0L - H 236 0H - K 258 - 3231I - K 187 - 447



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

F 28'8"4 4/12 Mono

WEIGHT =212.5

SEQ - 231632

TYPE SPEC

(a)

(a)

(a) 11'10"8

10'10"


A

B

C D

E

FG

H

IJ

KLMNOP

Q

412

8X10(**)

2X8

2X4

3X5

7X8

4X4(R)

4X4 4X6

3X53X4

3X4

5X5

6X8

3'11"1

31'6"2

3'11"1 24'9"3

7"28'1"4

5"828'2"12

1'9"8

28'8"4

1'0"8

8'3"

2

1'4"4

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F1 28'2"12 4/12 Mono 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:






(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 0.00 4.70 BC 120 0.46 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





PLT TYP. WAVEDESC = F1 28'2"12 4/12 Mono



P 2027 / 13 / 759 / - / 209 / 5.5J 1882 / - / 736 / - / - / -Wind reactions based on MWFRSP Min Brg Width Req = 5.5J Min Brg Width Req = -Bearing P Fcperp = 565psi.


A - C 237 - 872B - D 57 - 89C - D 239 - 871D - E 173 - 1023

Chords Tens. Comp.

E - F 264 - 2367F - G 252 - 2433G - H 305 - 3028H - I 42 - 99


O - N 358 - 34N - M 1920 - 60M - L 2717 - 191

Chords Tens. Comp.

L - K 2717 - 191K - J 2628 - 270


A - P 64 0A - N 1965 - 282P - A 348 - 1916P - O 64 0B - C 78 - 181D - N 162 - 308N - E 222 - 1551

Webs Tens. Comp.

E - M 969 - 37M - G 190 - 756G - K 260 0K - H 286 0H - J 318 - 3062I - J 74 - 197



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

F1 28'2"12 4/12 Mono

WEIGHT =209.2

SEQ - 231637

TYPE SPEC

(a)

(a)

(a) 11'10"8

10'10"

A

B

C D

E

F

G

H

I

JKLMNO

P

412

8X10(**)

2X8

2X4

3X5

7X8

4X4(R)

4X4 4X6

3X53X4

3X4

5X5

5X6

3'11"1

29'1"11

3'11"1 24'3"11

7"27'7"12

5"827'9"4

28'2"12

1'0"8

8'3"

2

1'6"

1

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F1 28'2"12 4/12 Mono 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:






(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 0.00 4.70 BC 120 0.46 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





PLT TYP. WAVEDESC = F1 28'2"12 4/12 Mono



P 2027 / 13 / 759 / - / 209 / 5.5J 1882 / - / 736 / - / - / -Wind reactions based on MWFRSP Min Brg Width Req = 5.5J Min Brg Width Req = -Bearing P Fcperp = 565psi.


A - C 237 - 872B - D 57 - 89C - D 239 - 871D - E 173 - 1023

Chords Tens. Comp.

E - F 264 - 2367F - G 252 - 2433G - H 305 - 3028H - I 42 - 99


O - N 358 - 34N - M 1920 - 60M - L 2717 - 191

Chords Tens. Comp.

L - K 2717 - 191K - J 2628 - 270


A - P 64 0A - N 1965 - 282P - A 348 - 1916P - O 64 0B - C 78 - 181D - N 162 - 308N - E 222 - 1551

Webs Tens. Comp.

E - M 969 - 37M - G 190 - 756G - K 260 0K - H 286 0H - J 318 - 3062I - J 74 - 197



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

F1 28'2"12 4/12 Mono

WEIGHT =209.2

SEQ - 231637

TYPE SPEC

(a)

(a)

(a) 11'10"8

10'10"

A

B

C D

E

F

G

H

I

JKLMNO

P

412

8X10(**)

2X8

2X4

3X5

7X8

4X4(R)

4X4 4X6

3X53X4

3X4

5X5

5X6

3'11"1

29'1"11

3'11"1 24'3"11

7"27'7"12

5"827'9"4

28'2"12

1'0"8

8'3"

2

1'6"

1

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F2 16'0"12 4/12 Stub 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 :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud::Rt Bearing Leg 2x6 SPF 1650f-1.5E:

All plates are 2X8 except as noted. 115 mph wind, 18.98 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) TC 24 -0.46 4.24 BC 120 0.00 15.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chord

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.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 = F2 16'0"12 4/12 Stub



L 1150 / 32 / 428 / - / 177 / 5.5H 1111 / - / 399 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 5.5H Min Brg Width Req = 1.5Bearings L & H Fcperp = 565psi.


A - C 189 - 432B - D 58 - 87C - D 190 - 436

Chords Tens. Comp.

D - E 119 - 411E - F 114 - 554F - G 93 - 641


K - J 241 - 31J - I 572 - 46

Chords Tens. Comp.

I - H 30 - 10


A - L 91 0A - J 965 - 254L - A 315 - 1101L - K 91 0B - C 79 - 181

Webs Tens. Comp.

D - J 182 - 468J - F 148 - 215F - I 115 - 407I - G 861 - 52G - H 398 - 1290



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

F2 16'0"12 4/12 Stub

WEIGHT =173.3

SEQ - 231673

TYPE SPEC

(a)

(a)

11'10"8

11'1"

RIGHT RAKE = 5"13

A

B

C D

E

F

G

HIJK

L

412

4X10

2X4

1.5X3

1.5X3

3X5

4X8

3X5

3X4

3X4

4X8

1.5X4

3'11"1

16'3"13

3'11"1 12'1"11

7"15'5"12

5"815'7"4

16'0"12

1'0"8

8'3"

2

3"

5'3"

12

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F2 16'0"12 4/12 Stub 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 :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud::Rt Bearing Leg 2x6 SPF 1650f-1.5E:

All plates are 2X8 except as noted. 115 mph wind, 18.98 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) TC 24 -0.46 4.24 BC 120 0.00 15.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chord

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.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 = F2 16'0"12 4/12 Stub



L 1150 / 32 / 428 / - / 177 / 5.5H 1111 / - / 399 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 5.5H Min Brg Width Req = 1.5Bearings L & H Fcperp = 565psi.


A - C 189 - 432B - D 58 - 87C - D 190 - 436

Chords Tens. Comp.

D - E 119 - 411E - F 114 - 554F - G 93 - 641


K - J 241 - 31J - I 572 - 46

Chords Tens. Comp.

I - H 30 - 10


A - L 91 0A - J 965 - 254L - A 315 - 1101L - K 91 0B - C 79 - 181

Webs Tens. Comp.

D - J 182 - 468J - F 148 - 215F - I 115 - 407I - G 861 - 52G - H 398 - 1290



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

F2 16'0"12 4/12 Stub

WEIGHT =173.3

SEQ - 231673

TYPE SPEC

(a)

(a)

11'10"8

11'1"

RIGHT RAKE = 5"13

A

B

C D

E

F

G

HIJK

L

412

4X10

2X4

1.5X3

1.5X3

3X5

4X8

3X5

3X4

3X4

4X8

1.5X4

3'11"1

16'3"13

3'11"1 12'1"11

7"15'5"12

5"815'7"4

16'0"12

1'0"8

8'3"

2

3"

5'3"

12

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS1 28'8"4 4/12 Draftstop 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3 2x4 SPF #1/#2: :W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:








species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in



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

PLT TYP. WAVEDESC = FDS1 28'8"4 4/12 Draftstop



AB 2073 / 7 / 770 / - / 217 / 5.5Q 2085 / - / 812 / - / - / 5.5Wind reactions based on MWFRSAB Min Brg Width Req = 5.5Q Min Brg Width Req = 3.3Bearings AB & Q Fcperp = 565psi.


A - C 241 - 905B - E 17 - 21C - D 240 - 900D - F 238 - 893E - F 26 - 101F - G 200 - 935G - H 178 - 1013H - I 148 - 1065

Chords Tens. Comp.

I - J 296 - 2374J - K 264 - 2377K - L 259 - 2441L - M 335 - 3170M - N 299 - 3166N - O 77 - 119O - P 60 0


AA- Z 380 - 42Z - Y 380 - 42Y - X 1961 - 19X - W 1961 - 19W - V 1961 - 19

Chords Tens. Comp.

V - U 2759 - 135U - T 2759 - 135T - S 2756 - 137S - R 2765 - 190R - Q 2759 - 193


A -AB 136 0A -AC 2061 - 295AB- A 380 - 1933AB-AA 136 0B - C 20 - 67

Webs Tens. Comp.

AH- I 199 - 1509I - V 1031 - 133V -AI 189 - 917AI- L 133 - 777L - S 346 - 77



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

FDS1 28'8"4 4/12 Draftstop

WEIGHT =272.4

SEQ - 231635

TYPE GABL

(a)

(a)

(a)

(a)(a)

11'10"8

10'10"


A

B

C D E F G

HI

JK

L

M

N

OP

QRSTUVWXYZAAAB

ACAD

AEAF

AGAH

AI

AJ

412

8X10(**)

2X8

2X6

3X63X5

7X8

4X4(R)

4X4 4X6

3X5 7X8(R)

7X8(R)

5X5

6X8

3'11"1

31'6"2

3'11"1 24'9"3

7"28'1"4

5"828'2"12

1'9"8

28'8"4

1'0"8

8'3"

2

1'4"4

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS1 28'8"4 4/12 Draftstop 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3 2x4 SPF #1/#2: :W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:











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




AB 2073 / 7 / 770 / - / 217 / 5.5Q 2085 / - / 812 / - / - / 5.5Wind reactions based on MWFRSAB Min Brg Width Req = 5.5Q Min Brg Width Req = 3.3Bearings AB & Q Fcperp = 565psi.


A - C 241 - 905B - E 17 - 21C - D 240 - 900D - F 238 - 893E - F 26 - 101F - G 200 - 935G - H 178 - 1013H - I 148 - 1065

Chords Tens. Comp.

I - J 296 - 2374J - K 264 - 2377K - L 259 - 2441L - M 335 - 3170M - N 299 - 3166N - O 77 - 119O - P 60 0


AA- Z 380 - 42Z - Y 380 - 42Y - X 1961 - 19X - W 1961 - 19W - V 1961 - 19

Chords Tens. Comp.

V - U 2759 - 135U - T 2759 - 135T - S 2756 - 137S - R 2765 - 190R - Q 2759 - 193


A -AB 136 0A -AC 2061 - 295AB- A 380 - 1933AB-AA 136 0B - C 20 - 67

Webs Tens. Comp.

AH- I 199 - 1509I - V 1031 - 133V -AI 189 - 917AI- L 133 - 777L - S 346 - 77



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =272.4

SEQ - 231635

TYPE GABL

(a)

(a)

(a)

(a)(a)

11'10"8

10'10"


A

B

C D E F G

HI

JK

L

M

N

OP

QRSTUVWXYZAAAB

ACAD

AEAF

AGAH

AI

AJ

412

8X10(**)

2X8

2X6

3X63X5

7X8

4X4(R)

4X4 4X6

3X5 7X8(R)

7X8(R)

5X5

6X8

3'11"1

31'6"2

3'11"1 24'9"3

7"28'1"4

5"828'2"12

1'9"8

28'8"4

1'0"8

8'3"

2

1'4"4

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS1 28'8"4 4/12 Draftstop 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 -0.46 4.24 BC 120 0.00 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



AD- Y 2032 - 282F - Y 71 - 150Y -AE 204 - 1569AF-AG 206 - 1585

S - N 271 0N -AJ 236 - 3110AJ- Q 222 - 3140O - Q 200 - 453


AC- D 29 - 184D - E 86 - 170Z -AD 23 - 152AE- X 67 - 282G -AF 63 - 265AG- W 165 0

Gables Tens. Comp.

H -AH 113 - 62J -AI 76 - 195T - L 175 0S - M 83 - 294R -AJ 131 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =272.4

SEQ - 231635

TYPE GABL

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS2 28'2"12 4/12 Draftstop 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:











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




AA 2049 / 13 / 759 / - / 209 / 5.5P 1861 / - / 736 / - / - / -Wind reactions based on MWFRSAA Min Brg Width Req = 5.5P Min Brg Width Req = -Bearing AA Fcperp = 565psi.


A - C 240 - 892B - E 17 - 21C - D 238 - 888D - F 236 - 880E - F 27 - 101F - G 198 - 922G - H 176 - 1000

Chords Tens. Comp.

H - I 146 - 1051I - J 299 - 2320J - K 267 - 2323K - L 261 - 2387L - M 346 - 3010M - N 314 - 3008N - O 44 - 100


Z - Y 358 - 34Y - X 358 - 34X - W 1923 - 50W - V 1923 - 50V - U 1923 - 50

Chords Tens. Comp.

U - T 2669 - 172T - S 2669 - 172S - R 2666 - 173R - Q 2542 - 252Q - P 2535 - 255


A -AA 137 0A -AB 2027 - 292AA- A 377 - 1922AA- Z 137 0B - C 20 - 67AC- X 2003 - 281

Webs Tens. Comp.

AG- I 197 - 1471I - U 987 - 132U -AH 186 - 863AH- L 131 - 721L - R 252 - 74R - N 369 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =269.1

SEQ - 231658

TYPE GABL

(a)

(a)

(a)

(a)(a)

11'10"8

10'10"


A

B

C D

E

FG

HI

JK

L

M

N

O

PQRSTUVWXYZAA

ABAC

AD

AE

AFAG

AH

AI

412

8X10(**)

2X8

2X6

2X63X5

7X8

4X4(R)

4X4 4X6

3X5 7X8(R)

7X8(R)

5X5

5X6

3'11"1

29'1"11

3'11"1 24'3"11

7"27'7"12

5"827'9"4

28'2"12

1'0"8

8'3"

2

1'6"

1

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS2 28'2"12 4/12 Draftstop 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 :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:











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




AA 2049 / 13 / 759 / - / 209 / 5.5P 1861 / - / 736 / - / - / -Wind reactions based on MWFRSAA Min Brg Width Req = 5.5P Min Brg Width Req = -Bearing AA Fcperp = 565psi.


A - C 240 - 892B - E 17 - 21C - D 238 - 888D - F 236 - 880E - F 27 - 101F - G 198 - 922G - H 176 - 1000

Chords Tens. Comp.

H - I 146 - 1051I - J 299 - 2320J - K 267 - 2323K - L 261 - 2387L - M 346 - 3010M - N 314 - 3008N - O 44 - 100


Z - Y 358 - 34Y - X 358 - 34X - W 1923 - 50W - V 1923 - 50V - U 1923 - 50

Chords Tens. Comp.

U - T 2669 - 172T - S 2669 - 172S - R 2666 - 173R - Q 2542 - 252Q - P 2535 - 255


A -AA 137 0A -AB 2027 - 292AA- A 377 - 1922AA- Z 137 0B - C 20 - 67AC- X 2003 - 281

Webs Tens. Comp.

AG- I 197 - 1471I - U 987 - 132U -AH 186 - 863AH- L 131 - 721L - R 252 - 74R - N 369 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =269.1

SEQ - 231658

TYPE GABL

(a)

(a)

(a)

(a)(a)

11'10"8

10'10"


A

B

C D

E

FG

HI

JK

L

M

N

O

PQRSTUVWXYZAA

ABAC

AD

AE

AFAG

AH

AI

412

8X10(**)

2X8

2X6

2X63X5

7X8

4X4(R)

4X4 4X6

3X5 7X8(R)

7X8(R)

5X5

5X6

3'11"1

29'1"11

3'11"1 24'3"11

7"27'7"12

5"827'9"4

28'2"12

1'0"8

8'3"

2

1'6"

1

10'8

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS2 28'2"12 4/12 Draftstop 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 -0.46 4.24 BC 120 0.00 27.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



F - X 71 - 151X -AD 203 - 1532AE-AF 205 - 1546

N -AI 302 - 2937AI- P 288 - 2967O - P 86 - 201


AB- D 32 - 179D - E 87 - 172Y -AC 27 - 152AD- W 67 - 281G -AE 64 - 266AF- V 165 0

Gables Tens. Comp.

H -AG 113 - 62J -AH 76 - 195S - L 176 0R - M 78 - 287Q -AI 121 0



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19


WEIGHT =269.1

SEQ - 231658

TYPE GABL

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / P 29'11"8 4/12 Piggy 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 = P 29'11"8 4/12 Piggy



S* 146 / 5 / 52 / - / 1 / 359Wind reactions based on MWFRSS Min Brg Width Req = -Bearing S is a rigid surface.


A - B 50 - 49B - C 80 - 64C - D 123 - 79D - E 174 - 99

Chords Tens. Comp.

E - F 174 - 99F - G 123 - 79G - H 80 - 64H - I 50 - 49


S - R 24 - 20R - Q 23 - 21Q - P 23 - 21P - O 24 - 22O - N 24 - 22

Chords Tens. Comp.

N - M 24 - 22M - L 23 - 21L - K 23 - 21K - J 24 - 20


A - S 56 - 113B - R 147 - 385C - Q 107 - 461D - P 160 - 640E - O 8 - 333

Webs Tens. Comp.

M - F 160 - 640L - G 107 - 461K - H 147 - 385I - J 56 - 113



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

P 29'11"8 4/12 Piggy

WEIGHT =123.9

SEQ - 231615

TYPE COMN

20'4"10

A

B

C

D

E

F

G

H

I

JKLMNOPQR

S

412

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

29'11"8

15'9"8 15'9"8

14'11"12 14'11"12

1'2"9

6'2"

7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / P 29'11"8 4/12 Piggy 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 = P 29'11"8 4/12 Piggy



S* 146 / 5 / 52 / - / 1 / 359Wind reactions based on MWFRSS Min Brg Width Req = -Bearing S is a rigid surface.


A - B 50 - 49B - C 80 - 64C - D 123 - 79D - E 174 - 99

Chords Tens. Comp.

E - F 174 - 99F - G 123 - 79G - H 80 - 64H - I 50 - 49


S - R 24 - 20R - Q 23 - 21Q - P 23 - 21P - O 24 - 22O - N 24 - 22

Chords Tens. Comp.

N - M 24 - 22M - L 23 - 21L - K 23 - 21K - J 24 - 20


A - S 56 - 113B - R 147 - 385C - Q 107 - 461D - P 160 - 640E - O 8 - 333

Webs Tens. Comp.

M - F 160 - 640L - G 107 - 461K - H 147 - 385I - J 56 - 113



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

P 29'11"8 4/12 Piggy

WEIGHT =123.9

SEQ - 231615

TYPE COMN

20'4"10

A

B

C

D

E

F

G

H

I

JKLMNOPQR

S

412

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

5X5

1.5X3 3X5 1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

1.5X3

29'11"8

15'9"8 15'9"8

14'11"12 14'11"12

1'2"9

6'2"

7

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T 19'1" 9/12 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 :W4, W5 2x4 SPF #3:









PLT TYP. WAVEDESC = T 19'1" 9/12 Common



L 1589 / 90 / 637 / - / 172 / 5.5H 1590 / 90 / 637 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 2.5H Min Brg Width Req = 2.5Bearings L & H Fcperp = 565psi.


A - B 140 0B - C 149 - 152C - D 172 - 1284

Chords Tens. Comp.

D - E 172 - 1285E - F 148 - 151F - G 140 0


L - K 947 - 43K - J 758 0

Chords Tens. Comp.

J - I 758 0I - H 948 0


B - L 197 - 479L - C 0 - 1402C - K 138 - 117K - D 414 - 47

Webs Tens. Comp.

D - I 417 - 47I - E 138 - 117E - H 0 - 1403F - H 195 - 479



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/15/19

T 19'1" 9/12 Common

WEIGHT =132.1

SEQ - 231354

TYPE COMN

(a)

(a)

22'10"


A

B

C

D

E

F

G

HIJKL

912

1.5X3

3X5(R)

3X6

3X4

5X5

3X5 3X4

3X6

1.5X3

3X5(R)

14'7" 14'7"

9'6"8 9'6"8

19'1"2'1"8 2'1"8

1'10

"3

9'0"

1

9'1"

6

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T 19'1" 9/12 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 :W4, W5 2x4 SPF #3:









PLT TYP. WAVEDESC = T 19'1" 9/12 Common



L 1589 / 90 / 637 / - / 172 / 5.5H 1590 / 90 / 637 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 2.5H Min Brg Width Req = 2.5Bearings L & H Fcperp = 565psi.


A - B 140 0B - C 149 - 152C - D 172 - 1284

Chords Tens. Comp.

D - E 172 - 1285E - F 148 - 151F - G 140 0


L - K 947 - 43K - J 758 0

Chords Tens. Comp.

J - I 758 0I - H 948 0


B - L 197 - 479L - C 0 - 1402C - K 138 - 117K - D 414 - 47

Webs Tens. Comp.

D - I 417 - 47I - E 138 - 117E - H 0 - 1403F - H 195 - 479



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/15/19

T 19'1" 9/12 Common

WEIGHT =132.1

SEQ - 231354

TYPE COMN

(a)

(a)

22'10"


A

B

C

D

E

F

G

HIJKL

912

1.5X3

3X5(R)

3X6

3X4

5X5

3X5 3X4

3X6

1.5X3

3X5(R)

14'7" 14'7"

9'6"8 9'6"8

19'1"2'1"8 2'1"8

1'10

"3

9'0"

1

9'1"

6

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T1 19'1" 9/12 Hip 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) TC 24 7.48 11.60 BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = T1 19'1" 9/12 Hip



M 1522 / 86 / 636 / - / 145 / 5.5I 1522 / 86 / 636 / - / - / 5.5Wind reactions based on MWFRSM Min Brg Width Req = 2.4I Min Brg Width Req = 2.4Bearings M & I Fcperp = 565psi.


A - B 140 0B - C 126 - 114C - D 128 - 1186D - E 142 - 833

Chords Tens. Comp.

E - F 128 - 1186F - G 124 - 115G - H 140 0


M - L 763 - 60L - K 830 0

Chords Tens. Comp.

K - J 830 0J - I 763 - 15


B - M 179 - 414M - C 42 - 1263C - L 129 - 12L - D 239 0D - J 66 - 59

Webs Tens. Comp.

E - J 244 0J - F 129 - 13F - I 43 - 1260G - I 176 - 415



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T1 19'1" 9/12 Hip

WEIGHT =137.6

SEQ - 231357

TYPE HIPS

DT -1"14

22'10"


A

B

C

D E

F

G

H

IJKLM

912

1.5X3

3X5(R)

3X5

3X4

4X6(R)

3X5

4X6(R)

3X8

3X5

1.5X3

3X5(R)

12'0"1

4'1"8

12'0"1

7'5"12 4'1"8 7'5"12

19'1"2'1"8 2'1"8

1'10

"3

7'5"

8

7'6"

13

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T1 19'1" 9/12 Hip 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 = T1 19'1" 9/12 Hip



M 1522 / 86 / 636 / - / 145 / 5.5I 1522 / 86 / 636 / - / - / 5.5Wind reactions based on MWFRSM Min Brg Width Req = 2.4I Min Brg Width Req = 2.4Bearings M & I Fcperp = 565psi.


A - B 140 0B - C 126 - 114C - D 128 - 1186D - E 142 - 833

Chords Tens. Comp.

E - F 128 - 1186F - G 124 - 115G - H 140 0


M - L 763 - 60L - K 830 0

Chords Tens. Comp.

K - J 830 0J - I 763 - 15


B - M 179 - 414M - C 42 - 1263C - L 129 - 12L - D 239 0D - J 66 - 59

Webs Tens. Comp.

E - J 244 0J - F 129 - 13F - I 43 - 1260G - I 176 - 415



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T1 19'1" 9/12 Hip

WEIGHT =137.6

SEQ - 231357

TYPE HIPS

DT -1"14

22'10"


A

B

C

D E

F

G

H

IJKLM

912

1.5X3

3X5(R)

3X5

3X4

4X6(R)

3X5

4X6(R)

3X8

3X5

1.5X3

3X5(R)

12'0"1

4'1"8

12'0"1

7'5"12 4'1"8 7'5"12

19'1"2'1"8 2'1"8

1'10

"3

7'5"

8

7'6"

13

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T2X 19'1" 9/12 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




#1 hip supports 5-5-12 jacks to BC. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

PLT TYP. WAVEDESC = T2X 19'1" 9/12 Hip Girder



L 2262 / 94 / - / - / - / 5.5M 2262 / 94 / - / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 3.5M Min Brg Width Req = 3.5Bearings L & M Fcperp = 565psi.


A - B 140 - 22B - C 72 - 2229C - D 46 - 2000

Chords Tens. Comp.

D - E 46 - 2000E - F 72 - 2229F - G 140 - 22


L - K 15 - 1K - J 1625 - 37

Chords Tens. Comp.

J - I 1625 - 37I - H 15 - 1


B - L 121 - 2212B - K 1689 - 35K - C 316 0C - J 630 - 14D - J 24 - 169

Webs Tens. Comp.

J - E 630 - 14E - I 316 0I - F 1689 - 35F - H 121 - 2212



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T2X 19'1" 9/12 Hip Girder

WEIGHT =148.8

SEQ - 231359

TYPE HIPS

DT -1"3

22'10"


A

B

C D E

F

G

HIJKLM

912

4X8

3X8 4X8

4X63X4

7X8

4X6

4X8

4X8

3X8

9'6"1

8'1"8

9'6"1

5'5"12 8'1"8 5'5"12

19'1"2'1"8 2'1"8

1'10

"3

5'11

"8

6'0"

13

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T2X 19'1" 9/12 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




#1 hip supports 5-5-12 jacks to BC. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

PLT TYP. WAVEDESC = T2X 19'1" 9/12 Hip Girder



L 2262 / 94 / - / - / - / 5.5M 2262 / 94 / - / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 3.5M Min Brg Width Req = 3.5Bearings L & M Fcperp = 565psi.


A - B 140 - 22B - C 72 - 2229C - D 46 - 2000

Chords Tens. Comp.

D - E 46 - 2000E - F 72 - 2229F - G 140 - 22


L - K 15 - 1K - J 1625 - 37

Chords Tens. Comp.

J - I 1625 - 37I - H 15 - 1


B - L 121 - 2212B - K 1689 - 35K - C 316 0C - J 630 - 14D - J 24 - 169

Webs Tens. Comp.

J - E 630 - 14E - I 316 0I - F 1689 - 35F - H 121 - 2212



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T2X 19'1" 9/12 Hip Girder

WEIGHT =148.8

SEQ - 231359

TYPE HIPS

DT -1"3

22'10"


A

B

C D E

F

G

HIJKLM

912

4X8

3X8 4X8

4X63X4

7X8

4X6

4X8

4X8

3X8

9'6"1

8'1"8

9'6"1

5'5"12 8'1"8 5'5"12

19'1"2'1"8 2'1"8

1'10

"3

5'11

"8

6'0"

13

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T3X 7'7"8 */12 HJack Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud




(J) Hanger Support Required, by others


Hipjack supports 5-4-11 setback jacks with no webs.


PLT TYP. WAVEDESC = T3X 7'7"8 */12 HJack Girder



G 777 / 64 / - / - / - / 7.0E 527 / 13 / - / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 177 - 20B - C 171 - 156

Chords Tens. Comp.

C - D 2 - 11


G - F 2 0

Chords Tens. Comp.

F - E 0 0


B - G 91 - 710B - F 0 - 2

Webs Tens. Comp.

C - F 69 - 389



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T3X 7'7"8 */12 HJack Girder

WEIGHT =65.1

SEQ - 231364

TYPE HIP_

22'10"

LEFT RAKE = 3'4"13

A

B

CD

EFG

6.3612

3X4

2X6

1.5X4

4X6(R)

12'0"6

7'7"83'0"1

1'10

"3

5'10

"11

6'1"

14HB 1"8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T3X 7'7"8 */12 HJack Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud






Hipjack supports 5-4-11 setback jacks with no webs.


PLT TYP. WAVEDESC = T3X 7'7"8 */12 HJack Girder



G 777 / 64 / - / - / - / 7.0E 527 / 13 / - / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 177 - 20B - C 171 - 156

Chords Tens. Comp.

C - D 2 - 11


G - F 2 0

Chords Tens. Comp.

F - E 0 0


B - G 91 - 710B - F 0 - 2

Webs Tens. Comp.

C - F 69 - 389



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T3X 7'7"8 */12 HJack Girder

WEIGHT =65.1

SEQ - 231364

TYPE HIP_

22'10"

LEFT RAKE = 3'4"13

A

B

CD

EFG

6.3612

3X4

2X6

1.5X4

4X6(R)

12'0"6

7'7"83'0"1

1'10

"3

5'10

"11

6'1"

14HB 1"8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T4 5'5"12 9/12 EJack 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 = T4 5'5"12 9/12 EJack



G 649 / - / 262 / - / 150 / 5.5E 325 / 89 / 186 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.


A - B 140 0B - C 138 - 199

Chords Tens. Comp.

C - D 0 - 8


G - F 83 - 208

Chords Tens. Comp.

F - E 0 0


B - G 54 - 558B - F 216 - 86

Webs Tens. Comp.

C - F 98 - 244



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T4 5'5"12 9/12 EJack

WEIGHT =40.1

SEQ - 231366

TYPE EJAC

22'10"

LEFT RAKE = 2'7"14

A

B

CD

EFG

912

3X4

2X4

1.5X3

4X4

9'6"1

5'5"122'1"8

1'10

"3

5'11

"8

6'0"

13HB 1"8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T4 5'5"12 9/12 EJack 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 = T4 5'5"12 9/12 EJack





A - B 140 0B - C 138 - 199

Chords Tens. Comp.

C - D 0 - 8


G - F 83 - 208

Chords Tens. Comp.

F - E 0 0


B - G 54 - 558B - F 216 - 86

Webs Tens. Comp.

C - F 98 - 244



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T4 5'5"12 9/12 EJack

WEIGHT =40.1

SEQ - 231366

TYPE EJAC

22'10"

LEFT RAKE = 2'7"14

A

B

CD

EFG

912

3X4

2X4

1.5X3

4X4

9'6"1

5'5"122'1"8

1'10

"3

5'11

"8

6'0"

13HB 1"8

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T5 3'4"11 9/12 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 = T5 3'4"11 9/12 Jack





A - B 140 0B - C 58 - 148

Chords Tens. Comp.

C - D 0 - 8


G - F 52 - 153

Chords Tens. Comp.

F - E 0 0


B - G 56 - 481B - F 169 - 57

Webs Tens. Comp.

C - F 48 - 112



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T5 3'4"11 9/12 Jack

WEIGHT =29.8

SEQ - 231370

TYPE JACK

22'10"

LEFT RAKE = 2'7"14

A

B

C D

EFG

912

3X4

2X6

1.5X3

4X4

6'10"12

3'4"112'1"8

1'10

"3

4'4"

11

4'6"HB 1"8















A - B 140 0B - C 58 - 148

Chords Tens. Comp.

C - D 0 - 8


G - F 52 - 153

Chords Tens. Comp.

F - E 0 0


B - G 56 - 481B - F 169 - 57

Webs Tens. Comp.

C - F 48 - 112



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T5 3'4"11 9/12 Jack

WEIGHT =29.8

SEQ - 231370

TYPE JACK

22'10"

LEFT RAKE = 2'7"14

A

B

C D

EFG

912

3X4

2X6

1.5X3

4X4

6'10"12

3'4"112'1"8

1'10

"3

4'4"

11

4'6"HB 1"8











F 506 / - / 188 / - / 62 / 5.5D 30 / 55 / 57 / - / - / 1.5C -88 / 88 / 32 / - / - / 1.5Wind reactions based on MWFRSF Min Brg Width Req = 1.5D Min Brg Width Req = -C Min Brg Width Req = -Bearing F Fcperp = 565psi.


A - B 140 0

Chords Tens. Comp.

B - C 40 - 140


F - E 38 - 105

Chords Tens. Comp.

E - D 0 0


B - F 42 - 489

Webs Tens. Comp.

B - E 172 - 61



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T6 1'4"11 9/12 Jack

WEIGHT =15.4

SEQ - 231372

TYPE JACK

22'10"

25'5"3

LEFT RAKE = 2'7"14

A

B

C

DEF

912 3X4

1.5X31.5X3

4'4"12

1'4"112'1"8

1'10

"3 2'10

"11

3'











F 506 / - / 188 / - / 62 / 5.5D 30 / 55 / 57 / - / - / 1.5C -88 / 88 / 32 / - / - / 1.5Wind reactions based on MWFRSF Min Brg Width Req = 1.5D Min Brg Width Req = -C Min Brg Width Req = -Bearing F Fcperp = 565psi.


A - B 140 0

Chords Tens. Comp.

B - C 40 - 140


F - E 38 - 105

Chords Tens. Comp.

E - D 0 0


B - F 42 - 489

Webs Tens. Comp.

B - E 172 - 61



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

T6 1'4"11 9/12 Jack

WEIGHT =15.4

SEQ - 231372

TYPE JACK

22'10"

25'5"3

LEFT RAKE = 2'7"14

A

B

C

DEF

912 3X4

1.5X31.5X3

4'4"12

1'4"112'1"8

1'10

"3 2'10

"11

3'

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TL 7'11"11 Hip Frame 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 except as noted. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

This "Hip Frame" may be used in place of purlins on the hip plane tobrace the flat top chord of hip trusses. See detail drawingHIPFRAME0118 or HIPFR1800118 for additional information.

PLT TYP. WAVEDESC = TL 7'11"11 Hip Frame



A* 2 / - / - / - / - / 95.3A Min Brg Width Req = -Bearing A is a rigid surface.


A - B 0 - 1B - C 0 - 1

Chords Tens. Comp.

C - D 0 - 1D - E 0 - 1


A - H 0 0H - G 0 0

Chords Tens. Comp.

G - F 0 0F - E 0 0


B - H 0 - 2C - G 0 - 1

Gables Tens. Comp.

F - D 0 - 2



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

TL 7'11"11 Hip Frame

WEIGHT =39.8

SEQ - 231374

TYPE HIP_

0'A

B

C

D

E

FGH

15

12

3X4(D1)

4X4

3X4(D1)

7'11"5

5'10"

15

5'10"15

3'10"141"8

3'10"14

0"4

4'10

"14

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TL 7'11"11 Hip Frame 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 except as noted. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

This "Hip Frame" may be used in place of purlins on the hip plane tobrace the flat top chord of hip trusses. See detail drawingHIPFRAME0118 or HIPFR1800118 for additional information.

PLT TYP. WAVEDESC = TL 7'11"11 Hip Frame



A* 2 / - / - / - / - / 95.3A Min Brg Width Req = -Bearing A is a rigid surface.


A - B 0 - 1B - C 0 - 1

Chords Tens. Comp.

C - D 0 - 1D - E 0 - 1


A - H 0 0H - G 0 0

Chords Tens. Comp.

G - F 0 0F - E 0 0


B - H 0 - 2C - G 0 - 1

Gables Tens. Comp.

F - D 0 - 2



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

TL 7'11"11 Hip Frame

WEIGHT =39.8

SEQ - 231374

TYPE HIP_

0'A

B

C

D

E

FGH

15

12

3X4(D1)

4X4

3X4(D1)

7'11"5

5'10"

15

5'10"15

3'10"141"8

3'10"14

0"4

4'10

"14

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV1 12'9"15 3.5/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = TV1 12'9"15 3.5/12 Valley





A - B 924 - 188

Chords Tens. Comp.

B - C 924 - 189


A - D 216 - 823

Chords Tens. Comp.

D - C 216 - 823


B - D 264 - 953



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

TV1 12'9"15 3.5/12 Valley

WEIGHT =39.2

SEQ - 231690

TYPE VAL

17'3"14

A

B

C

DE

3.512

2X4(D8R)

4X4

1.5X3

2X4(D8R)

12'9"15

5'8"9 5'8"9

6'4"15 6'4"15

0"4

1'10

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV1 12'9"15 3.5/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud












A - B 924 - 188

Chords Tens. Comp.

B - C 924 - 189


A - D 216 - 823

Chords Tens. Comp.

D - C 216 - 823


B - D 264 - 953



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

TV1 12'9"15 3.5/12 Valley

WEIGHT =39.2

SEQ - 231690

TYPE VAL

17'3"14

A

B

C

DE

3.512

2X4(D8R)

4X4

1.5X3

2X4(D8R)

12'9"15

5'8"9 5'8"9

6'4"15 6'4"15

0"4

1'10

"11

Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV2 8'3"15 3.5/12 Valley 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










E* 131 / - / 47 / - / 1 / 99.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 322 - 69

Chords Tens. Comp.

B - C 322 - 69


A - D 98 - 273

Chords Tens. Comp.

D - C 98 - 273


B - D 157 - 430



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

TV2 8'3"15 3.5/12 Valley

WEIGHT =26.6

SEQ - 231692

TYPE VAL

17'11"12

A

B

C

D

E

3.512

2X4(D8R)

4X4

1.5X3

2X4(D8R)

8'3"15

3'4"7 3'4"7

4'1"15 4'1"15

0"4

1'2"

13Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV2 8'3"15 3.5/12 Valley 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










E* 131 / - / 47 / - / 1 / 99.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 322 - 69

Chords Tens. Comp.

B - C 322 - 69


A - D 98 - 273

Chords Tens. Comp.

D - C 98 - 273


B - D 157 - 430



TC LL 40.00 PSF

TC DL 10.00 PSF

BC DL 15.00 PSF

BC LL 0.00 PSF

TOT. LD 65.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 102711DATE - 05/16/19

TV2 8'3"15 3.5/12 Valley

WEIGHT =26.6

SEQ - 231692

TYPE VAL

17'11"12

A

B

C

D

E

3.512

2X4(D8R)

4X4

1.5X3

2X4(D8R)

8'3"15

3'4"7 3'4"7

4'1"15 4'1"15

0"4

1'2"

13

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