8'11" 15'8"8 42' 10'7" 8'3"8 **PAINTED ENDS TO THIS SIDE** 4' 6' 4' 17' 4' 5' 4' 8' 8'9" 4'7" 6' 6' 8'4" 9'4" 28'4" 3'8" 4'28' 4'34'

4'

28'

4'

2'

4'

42'

4'

34'

4'

7

'8"

3'8"

2'

10

'7"

15

'8"8

4'

8

'3"8

8

'11"

4'

6'

4'

17'

4'

5'

4'

8'

6'

8'4"

9'4"

28'4"

8'9"

4'7"

6'

31'2"

20'10"

52'

ISLAND

F

IR

E-P

L

A

CE

NOTE: LAYOUT FROM HERE

<<<< 19.2" O.C.

77832 STANDALE LUMBER

J&J CONCEPTS VANDERMOLEN

FIRST FLOOR (ONLY)

20" (1-8") DEEP 19.2" O.C.

ALL TRUSSES STUBBED BACK

FROM FRAMING DIMENSION

3/4" @ EXTERIOR BEARINGS

2x4 NOTCHES TYPICAL

3 1/2"x 9 1/2"

HIDDEN BY LT&W

**PAINTED ENDS TO THIS SIDE**

REVISED 1/16/13

K1

F

6B

F

5B

F3

F2

K

18

K

17

K3

F

8R

F

10

F

11

F

12

F

13

F

14

F

15

F

16

F

17

F

18

F1

F4

F8B

K2

F5R

F9

JOB NO:

77832

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L

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ter

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:

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C

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s

to

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: S

T

A

ND

A

L

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L

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R

G

R

A

ND

VI

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ss:

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

13'

24'10"8

37'10"8

-1 "8

5'9"

2'

5'3"

12'6"4

1'11 "12

10'4"8

6'9"

6'3"

13'6"2

11'4"6

1'8"

T1

B1

W1

W2

_W6

W2

W2

+

W2

W2

W20

W2

W22

W22

W2

W2

W2

W1

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

2X4(**)

2X4

4X4

4X4

3X4

3X4

W=3X6

2X4

4X8

W=3X6

5X5

5X5

4X4

4X4

4X4(R)

1.5X3

3.5X6

W=3X6

3X5

W=H0308

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

4X4

4X4

1.5X3

5X6

R=467/-91# W=4"12

(Fcperp 565psi)

R=2181# W=3"8

(Fcperp 565psi)

R=1004# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F4 37'10"8 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 3 TOTAL= 3

REV. 10.03.08.1118.14

SEQ = 391713

Top chord 4x2 SPF #1/#2 :T1 4x2 SP 2400f-2.0E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W2 4x2 SPF(S) Stud: :W6, W20, W22 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Special loads

---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.13 to 80 plf at 15.94 TC- From 128 plf at 15.94 to 128 plf at 19.44 TC- From 80 plf at 19.44 to 80 plf at 37.75 BC- From 8 plf at 0.00 to 8 plf at 37.88

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.33" DL: 0.30" recommended camber 3/8"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT)

BC 118 0.13 37.50 Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F4 37'10"8 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

12'0"4

24'10"8

36'10"12

-3"

4'9"4

2'

5'3"

12'6"4

1'11 "12

10'4"8

5'9"4

6'3"

13'6"2

11'4"6

1'8"

T1

B1

W1

W1

W3

W7

W3

W3

+

W3

W3

W21

W3

+

W23

W23

W3

W3

+

W3

W1

2'6"

1.5X3

5X6

3X4

3X4

3X4(R)

3X4(R)

4X4(**)

2X4

3X4

W=3X6

3X4

3X4

3X4

4X8

2X4

W=3X6

5X5

5X5

4X4

4X4

4X4

1.5X3

3.5X6

3X4

W=3X6

W=H0308

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

4X4

4X4

5X6

1.5X3

R=403/-120# W=6"11

(Fcperp 565psi)

R=2157# W=3"8

(Fcperp 565psi)

R=1005# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F3 36'10"12 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391813

Top chord 4x2 SPF #1/#2 :T1 4x2 SPF 2100f-1.8E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W3 4x2 SPF(S) Stud: :W7, W21, W23 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Special loads

---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.25 to 80 plf at 14.96 TC- From 128 plf at 14.96 to 128 plf at 18.46 TC- From 80 plf at 18.46 to 80 plf at 36.77 BC- From 8 plf at 0.00 to 8 plf at 36.90

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.33" DL: 0.31" recommended camber 3/8"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT)

BC 120 0.25 36.52 Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F3 36'10"12 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

10'5"1

24'10"8

35'3"9

-3"

3'2"1

2'

5'3"

12'6"4

₁'11 "12

10'4"8

4'2"1

6'3"

13'6"2

11'4"6

1'8"

T1

B1

W1

W1

W3

W5

W3

_W3

+

W3

_W3

_W19

W3

+

_W21

W21

W3

_W3

+

W3

_W1

2'6"

5X6

1.5X3

3X4(R)

3X4(R)

3X4(**)

2X4

3X4

3X4

3X4

3X4

W=3X6

2X4

4X8

W=3X6

5X5

5X5

4X4

4X4

4X4

3.5X6

1.5X3

W=3X6

3X4

W=H0308

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

4X4

4X4

1.5X3

5X6

R=307/-152# W=6"11

(Fcperp 565psi)

R=2111# W=3"8

(Fcperp 565psi)

R=1013# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F2 35'3"9 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391786

Top chord 4x2 SPF #1/#2 :T1 4x2 SPF 2100f-1.8E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W3 4x2 SPF(S) Stud: :W5, W19, W21 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Special loads

---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.25 to 80 plf at 13.36 TC- From 128 plf at 13.36 to 128 plf at 16.86 TC- From 80 plf at 16.86 to 80 plf at 35.17 BC- From 8 plf at 0.00 to 8 plf at 35.30

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.34" DL: 0.32" recommended camber 3/8"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT)

BC 120 0.12 34.80 Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F2 35'3"9 20"DP Flr Tru THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

9'

24'10"8

33'10"8

-1 "8 1 '9"

2'

5'3"

12'6"4

1'11 "12

10'4"8

2'9"

6'3"

13'6"2

11'4"6

1'8"

T1

B1

W1

W2

W2

W2

W2

+

W2

W2

W18

W2

+

W20

W20

W2

W2

+

W2

W1

2'6"

1.5X3

5X6

3X5

2X4

1.5X3

3X4

3X4

3X4

3X4

W=3X6

2X4

4X8

W=3X6

5X5

5X5

4X4

4X4

4X4

1.5X3

3.5X6

W=3X6

3X4

W=H0308

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

4X4

4X4

1.5X3

5X6

R=213/-184# W=4"12

(Fcperp 565psi)

R=2091# W=3"8

(Fcperp 565psi)

R=1023# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F1 33'10"8 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 5 TOTAL= 5

REV. 10.03.08.1118.14

SEQ = 391731

Top chord 4x2 SPF #1/#2 :T1 4x2 SPF 2100f-1.8E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W2 4x2 SPF(S) Stud: :W18, W20 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Special loads

---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.13 to 80 plf at 11.94 TC- From 128 plf at 11.94 to 128 plf at 15.44 TC- From 80 plf at 15.44 to 80 plf at 33.75 BC- From 8 plf at 0.00 to 8 plf at 33.88

Negative reaction(s) of -184# MAX. (See below) from a non-wind load case requires uplift connection.

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.34" DL: 0.33" recommended camber 3/8"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT)

BC 120 0.00 33.38 Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F1 33'10"8 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

14'11"4

18'11"4

9'11"14

9'10"12

13'11"14

-1 "8

33'10"8

1 '9"

2'

10 "4 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 9 "8 1 "8 1 '11 "12 1 "8 10 "4 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 11 "12 1 '7 "8

2'9"

2'5"8

1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '1 "8 1 '6 "2 1 '6 "8 1 '1 "14 1 '4" 1 '4" 1 '4" 1 '4" 1 '2 "10 2 '1 "6 1'8"

W3

+

+

W3

5X6

3X4

2X4

W=3X6

W=3X6

W=3X6

W=3X6

3X4

5X6

R=92plf W=9'11"14

(Fcperp 565psi)

R=84plf W=9'10"12

(Fcperp 565psi)

R=87plf W=13'11"14

(Fcperp 565psi)

9' 9' 9'

DESC. = K1 33'10"8 20"DP K-Wall

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391766

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A:

All plates are 1.5X3 except as noted.

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3)

qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT)

BC 120 0.12 33.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K1 33'10"8 20"DP K-W all THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

21'2"8

14'8"

35'10"8

-1 "8

12'3"4

2'

6'11"4

3'6"12

1'11 "12

9'1"8

13'3"4

7'11"4

4'6"10

10'1"6

1'8"

T2

B2

B3

W1

W2

_{W10 W2}

W12

W2

W2

W15

W15

W2

W18

W2

W2

W24

_W2

W2

W2

W1

+

+

+

2'6"

1.5X3

5X6

4X4

4X4

3X4

3X4

3X4

3X4

W=3X6

3X4

W=3.5X6

3X4

3X4(R)

3X4(R)

1.5X3

1.5X3

3X6

3.5X6

1.5X3

5X8

3X4(R)

W=3X6

2X4

3.5X6

W=3X6

3X4

3X4

3X4(R)

4X4(**)

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

5X6

R=910# W=4"12

(Fcperp 565psi)

R=1638# W=3"8

(Fcperp 565psi)

R=645# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F14 35'10"8 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393603

Top chord 4x2 SPF #1/#2 :T2 4x2 SP 2850f-2.3E: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: :B3 4x2 SPF 2100f-1.8E:

Webs 4x2 SP_#2__12A :W1, W2 4x2 SPF(S) Stud: :W10, W12, W15, W18, W24 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

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

Max JT VERT DEFL: LL: 0.29" DL: 0.17" recommended camber 1/4" Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building

Designer's requirements. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 35.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F14 35'10"8 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

19'6"

1'8 "8

14'8"

35'10"8

-1 "8

12'3"4

2'

5'3"

5'3"

1'11 "12

9'1"8

-14'9"12

14'9"12

13'3"4

6'3"

6'2"14

2'8"8

7'4"14

1'8"

T2

B2

B3

W1

W2

_{W10 W2}

W12

W2

W2

W15

W15

W2

W2

W19

W20

W2

W2

W2

W1

+

+

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

3X4

3X4

W=3X6

3X4

W=3X6

3X4

3X4(R)

3X4(R)

1.5X3

1.5X3

3.5X6

4X8

2X4

7X8

7X8(R)

W=3X6

4X4

3X4

W=3X6

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

5X6

R=846# W=4"12

(Fcperp 565psi)

R=1179# W=3"8

(Fcperp 565psi)

R=799/-29# W=3"8

(Fcperp 565psi)

R=642# W=4"12

(Fcperp 565psi)

9' 9' 9'9"8 9'

DESC. = F13 35'10"8 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393891

Top chord 4x2 SPF #1/#2 :T2 4x2 SP 2850f-2.3E: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: :B3 4x2 SPF 2100f-1.8E:

Webs 4x2 SP_#2__12A :W1, W2 4x2 SPF(S) Stud: :W10, W12, W15, W19, W20 4x2 SPF Stud: :Rt Bearing Leg 4x4 SP #3:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss.

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.28" DL: 0.19" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 35.50

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F13 35'10"8 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

18'10"13

1'8 "8

14'8"

35'3"5

-3"

11'8"1

2'

5'3"

5'3"

₁'11 "12

9'1"8

-14'9"12

14'9"12

12'8"1

6'3"

6'2"14

2'8"8

7'4"14

1'8"

T2

B1

W1

W1

W3

W12

W3

W3

W15

W15

W3

W3

W19

W20

W3

W3

W3

W1

+

+

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

3X4

W=3X6

3X4

3X4

W=3X6

3X4

3X4

1.5X3

1.5X3

3X6

3X8

2X4

7X8

7X8(R)

W=3X6

4X4

3X4

W=3X6

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

5X6

R=822# W=6"11

(Fcperp 565psi)

R=1057# W=3"8

(Fcperp 565psi)

R=896# W=3"8

(Fcperp 565psi)

R=641# W=4"12

(Fcperp 565psi)

9' 9' 9'9"8 9'

DESC. = F12 35'3"5 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393893

Top chord 4x2 SPF #1/#2 :T2 4x2 SP 2850f-2.3E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W3 4x2 SPF(S) Stud: :W12, W15, W19, W20 4x2 SPF Stud:

:Rt Bearing Leg 4x4 SP #3:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss.

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.28" DL: 0.19" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building

Designer's requirements. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.25 34.90 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F12 35'3"5 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

17'3"10

1'8 "8

14'8"

33'8"2

-3"

10'0"14

2'

5'3"

5'3"

1'11 "12

9'1"8

-14'9"12

14'9"12

11'0"14

6'3"

6'2"14

2'8"8

7'4"14

1'8"

B2

W1

W1W3

W11

W3

W3

W14

W14

W3

W3

W18

W19

W3

W3

W3

W1

+

+

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

3X4

3X4

W=3X6

3X4

3X4

2X4

1.5X3

3X5

W=3X6

3X6

2X4

7X8

7X8(R)

4X4

W=3X6

3X4

W=3X6

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

5X6

R=759# W=6"11

(Fcperp 565psi)

R=920# W=3"8

(Fcperp 565psi)

R=979# W=3"8

(Fcperp 565psi)

R=642# W=4"12

(Fcperp 565psi)

9' 9' 9'9"8 9'

DESC. = F11 33'8"2 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393895

Top chord 4x2 SPF #1/#2

Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W3 4x2 SPF(S) Stud: :W11, W14, W18, W19 4x2 SPF Stud:

:Rt Bearing Leg 4x4 SP #3:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss.

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.20" DL: 0.19" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building

Designer's requirements. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 33.18 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F11 33'8"2 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

15'8"7

8'4"8

24'0"15

-3"

8'5"11

2'

5'3"

5'3"

1'5 "12 1 '7 "8

9'5"11

6'3"

5'11"14

2'4"6

1

'8"

T2

B2

W4

W4

W4

W4

W4

W9

+

W12

W12

W4

W4

W4

W4

W4

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X6

W=3X6

3X8

W=3X6

2X4

3X10

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X4

1.5X3

5X6

R=847# W=6"11

(Fcperp 565psi)

R=1264# W=3"8

(Fcperp 565psi)

R=340# W=5"8

(Fcperp 565psi)

9' 9' 9'

DESC. = F10 24'0"15 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393897

Top chord 4x2 SP 2400f-2.0E :T2 4x2 SPF #1/#2: Bot chord 4x2 SP 2400f-2.0E :B2 4x2 SPF #1/#2: Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A: :W9, W12 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Special loads

---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.25 to 80 plf at 4.10 TC- From 128 plf at 4.10 to 128 plf at 10.27 TC- From 80 plf at 10.27 to 80 plf at 23.95 BC- From 8 plf at 0.00 to 8 plf at 24.08

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.18" DL: 0.20" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.12 23.58 Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F10 24'0"15 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

21'2"8

10'8"

31'10"8

-1 "8

12'3"4

2'

6'11"4

3'6"12

1'11 "12

5'1"8

13'3"4

7'11"4

4'6"10

6'1"6

1'8"

T2

B2

W1

W2

_W10

W2

_W12

W2

W2

W15

W15

W2

W18

W2

W2

W24

W2

W2

W27

W2

W1

+

+

+

2'6"

1.5X3

5X6

4X4

4X4

3X4

3X4

3X4

3X4

3X4

W=3.5X6

3X4

3X4(R)

3X4(R)

1.5X3

1.5X3

3X5

W=3X6

3.5X6

1.5X3

5X8

4X4(R)

2X4

3.5X6

W=3X6

3X4

3X4

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

1.5X3

5X6

R=912# W=4"12

(Fcperp 565psi)

R=1482# W=3"8

(Fcperp 565psi)

R=453# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F15 31'10"8 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393899

Top chord 4x2 SP 2400f-2.0E :T2 4x2 SPF #1/#2: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: Webs 4x2 SP_#2__12A :W1, W2 4x2 SPF(S) Stud: :W10, W12, W15, W18, W24, W27 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.30" DL: 0.23" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 31.38

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F15 31'10"8 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

21'0"13

10'8"

31'8"13

-3"

12'1"9

2'

6'11"4

3'6"12

₁'11 "12

5'1"8

13'1"9

7'11"4

4'6"10

6'1"6

1'8"

T2

B2

W4

W4

W4

W4

W4

W4

W4

W11 W13

W16

W16

W19

W4

W4

W4

W25

W28

_W4

W4

W4

+

+

2'6"

5X6

1.5X3

3X5

3X5

3X4

3X4

3X4

3X4

3X4(R)

W=3.5X6

3X4(R)

3X4(R)

3X4(R)

1.5X3

1.5X3

3X5

W=3X6

3.5X6

1.5X3

5X7

4X4(R)

2X4

3X6

W=3X6

3X4

3X4

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

1.5X3

5X6

R=897# W=3"8

(Fcperp 565psi)

R=1474# W=3"8

(Fcperp 565psi)

R=453# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F16 31'8"13 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393901

Top chord 4x2 SPF 2100f-1.8E :T2 4x2 SPF #1/#2: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A: :W11, W13, W16, W19, W25, W28 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.30" DL: 0.24" recommended camber 3/8"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.17 31.36

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F16 31'8"13 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

19'5"10

10'8"

30'1"10

-3"

10'6"6

2'

6'11"4

3'6"12

₁'11 "12

5'1"8

11'6"6

7'11"4

4'6"10

6'1"6

1'8"

B2

W1

W1

W3

W11

W3

_W3

+

W14

W14

W3

_W17

W3

_W3

W23

_W3

W3

+

_W26

W3

_W1

2'6"

5X6

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

3X4(R)

3X4(R)

1.5X3

1.5X3

3X5

W=3X6

3X6

W=3X6

1.5X3

4X8

4X4(R)

2X4

3X6

3X4

3X4

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

1.5X3

5X6

R=828# W=3"3

(Fcperp 565psi)

R=1394# W=3"8

(Fcperp 565psi)

R=459# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F17 30'1"10 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393903

Top chord 4x2 SPF #1/#2

Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SP_#2__12A :W1, W3 4x2 SPF(S) Stud: :W11, W14, W17, W23, W26 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.26" DL: 0.22" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.02 29.64

Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F17 30'1"10 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

17'10"7

10'8"

28'6"7

-3"

8'11"3

2'

6'11"4

3'6"12

1'11 "12

5'1"8

9'11"3

7'11"4

4'6"10

6'1"6

1'8"

B2

W4

W4

W4

W4

W4

W4

W10

+

W13

W13

W16

_W4

W4

W4

W22

+

W25

W4

W4

W4

2'6"

5X6

1.5X3

3X4

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X4

W=3X6

3X5 W=3X6

1.5X3

5X6

4X4(R)

2X4

3X6

3X4

3X4

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

1.5X3

5X6

R=758# W=3"3

(Fcperp 565psi)

R=1318# W=3"8

(Fcperp 565psi)

R=464# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F18 28'6"7 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393905

Top chord 4x2 SPF #1/#2

Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A: :W10, W13, W16, W22, W25 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.02 28.04 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F18 28'6"7 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

27'10"15

-3"

1'9"

9 "3 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 2 "8 1 "8

2'

₁"8 1" 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 1 '2 "8 1 "8 8 "8 1 "8 1 '11 "12 1 "8 11 "4 1 "8 1 '2 "8 1 "8 11 "12 1 '7 "8 2 '1 "10 1 '1 "6 1 '4" 1 '4" 1 '4" 10" 1 '2 "12 ₁'2" 9 "4 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '4" 1 '1" 1 '5 "10 ₁'7" 1 '2 "6 1 '2 "10

2'1"6

1'8"

W4

W4

5X6

3X4

W=3X6

W=3X6

3X4

5X6

R=87plf W=27'10"15

(Fcperp 565psi)

9'

DESC. = K17 27'10"15 20"DP K-Wall

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 392219

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A:

All plates are 1.5X3 except as noted.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 27.41 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K17 27'10"15 20"DP K-W a THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

12'2"14

12'7"12

24'10"10

-3"

4'11"14

2'

5'3"

5'3"

2'0"4

5'4"8

5'11"14

6'3"

6'3"2

6'4"10

1

'8"

W4

W4

W4

_W7

+

W4

W4

W4

W4

W4

W4

W4

W4

+

W22

W22

1 '3"

5X6

1.5X3

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X4

3X4

3X4

W=3X6

3X4

2X4

3X6

3X4

3X4

W=3X6

3X4

3X4

1.5X3

1.5X3

3X4

3X4

1.5X3

5X6

R=514# W=3"3

(Fcperp 565psi)

R=1170# W=3"8

(Fcperp 565psi)

R=535# W=3"8

(Fcperp 565psi)

9' 9' 9'

DESC. = F5B 24'10"10 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391697

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A: :W7, W22 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.02 24.39 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F5B 24'10"10 20"DP Flr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

10'7"11

12'7"12

23'3"7

-3"

3'4"11

2'

5'3"

5'3"

2'0"4

5'4"8

4'4"11

6'3"

6'3"2

6'4"10

1

'8"

W4

W5

+

W4

W4

W4

W4

W4

W4

W4

W4

+

W20

W20

1 '3"

5X6

1.5X3

3X4

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

2X4

3X6

3X4

3X4

W=3X6

3X4

W=3X6

3X4

1.5X3

1.5X3

3X4

3X4

1.5X3

5X6

R=424# W=3"3

(Fcperp 565psi)

R=1130# W=3"8

(Fcperp 565psi)

R=530# W=3"8

(Fcperp 565psi)

9' 9' 9'

DESC. = F6B 23'3"7 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391681

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A: :W5, W20 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.02 22.79 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F6B 23'3"7 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

15'7"12

-1 "8

8'3"4

2'

5'4"8

9'3"4

6'4"8

1

'8"

W3

W3

W3

W3

W3

W8

W11

W11

+

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X4

3X5

1.5X3

5X6

R=678# W=4"12

(Fcperp 565psi)

R=678# W=3"8

(Fcperp 565psi)

9' 9'

DESC. = F8B 15'7"12 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 6 TOTAL= 6

REV. 10.03.08.1118.14

SEQ = 391819

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A: :W8, W11 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 15.15 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F8B 15'7"12 20"DP Flr T THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

15'6"

8'4"8

23'10"8

-1 "8

8'3"4

2'

5'3"

5'3"

1'5 "12 1 '7 "8

9'3"4

6'3"

5'11"14

2'4"6

1

'8"

T2

B2

W3

W3

W3

W3

W3

W8

+

W11

W11

W3

W3

W3

W3

W3

2'6"

1.5X3

5X6

3X4

3X4

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X6

W=3X6

3X8

W=3X6

3X10

2X4

3X4

3X4

3X4

3X4

1.5X3

1.5X3

3X4

1.5X3

5X6

R=843# W=4"12

(Fcperp 565psi)

R=1262# W=3"8

(Fcperp 565psi)

R=340# W=4"12

(Fcperp 565psi)

9' 9' 9'

DESC. = F9 23'10"8 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 5 TOTAL= 5

REV. 10.03.08.1118.14

SEQ = 391863

Top chord 4x2 SP 2400f-2.0E :T2 4x2 SPF #1/#2: Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A: :W8, W11 4x2 SPF Stud:

+ 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Special loads

---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.13 to 80 plf at 3.90 TC- From 128 plf at 3.90 to 128 plf at 10.06 TC- From 80 plf at 10.06 to 80 plf at 23.75 BC- From 8 plf at 0.00 to 8 plf at 23.88

Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Max JT VERT DEFL: LL: 0.18" DL: 0.20" recommended camber 1/4"

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 23.50 Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F9 23'10"8 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

8'2"12

-1 "8

1'7"8

1'2"12

5'4"8

2'2"14

5'11"14

1

'8"

W3

W3

W3

W3

W3

1'3"

5X5

1.5X3

3X4

1.5X3

1.5X3

3X4

3X4

3X4

3X4

1.5X3

5X5

R=352# W=3"8

(Fcperp 565psi)

R=352# W=4"12

(Fcperp 565psi)

9' 9'

DESC. = F5R 8'2"12 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 7 TOTAL= 7

REV. 10.03.08.1118.14

SEQ = 393515

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A:

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building

Designer's requirements. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 93 0.12 7.85 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F5R 8'2"12 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

8'

1'7"8

11"12

1 "8

1'2"8

1 "8

1'2"8

1 "8

11"12

1'7"8

2'1"6

1'2"10

1'4"

1'2"10

2'1"6

1

'8"

W3

W3

1'3"

2X4

5X5

3X4

3X4

5X5

R=79plf W=7'8"8

(Fcperp 565psi)

R=88# W=3"8

(Fcperp 565psi)

9' 9'

DESC. = K18 8' 20"DP K-Wall

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 393528

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A:

All plates are 1.5X3 except as noted.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 90 0.13 7.63 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K18 8' 20"DP K-W all THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

6'0"7

-3"

1'9"

2"11 1 "8

1'2"8

1 "8

11"12

1'7"8

1'10"6

10"2

1'2"10

2'1"6

1

'8"

W4

W4

1'3"

5X6

3X4

3X4

2X4

5X5

R=104plf W=6'0"7

(Fcperp 565psi)

9'

DESC. = K2 6'0"7 20"DP K-Wall

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391831

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W4 4x2 SP_#2__12A:

All plates are 1.5X3 except as noted.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 65 0.38 5.79 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K2 6'0"7 20"DP K-W all THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

4'2"12

-1 "8

1'7"8

11"12

1'7"8

2'1"6

2'1"6

1

'8"

W3

W3

1'3"

1.5X3

5X5

3X4

1.5X3

1.5X3

3X4

1.5X3

5X5

R=176# W=3"8

(Fcperp 565psi)

R=176# W=4"12

(Fcperp 565psi)

9' 9'

DESC. = F8R 4'2"12 20"DP Flr Truss

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391591

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A:

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building

Designer's requirements. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 45 0.00 3.73 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50.

Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F8R 4'2"12 20"DP Flr Tr THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING

4'1"8

-1 "8

1'7"8

10"8

1'7"8

2'0"12

2'0"12

1

'8"

W3

W3

1'3"

5X5

3X4

3X4

5X5

R=65plf W=3'10"

(Fcperp 565psi)

R=94# W=3"8

(Fcperp 565psi)

9' 9'

DESC. = K3 4'1"8 20"DP K-Wall

DESIGN CRIT=IRC2009/TPI-2007 FT/RT= 0%(0%)/ 0(0)

PLT. TYP.-W AVE

QTY= 1 TOTAL= 1

REV. 10.03.08.1118.14

SEQ = 391867

Top chord 4x2 SPF #1/#2 Bot chord 4x2 SPF #1/#2

Webs 4x2 SPF(S) Stud :W3 4x2 SP_#2__12A:

All plates are 1.5X3 except as noted.

Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails through wide face or (3) qty. 1-1/2" leg 16-Gage 1" wide (minimum) Crown staples on each narrow face.

Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements.

In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 43 0.13 3.75 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5.

Trusses to be spaced at 19.2" OC maximum.

Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up.

Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K3 4'1"8 20"DP K-W all THIS DW G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT