Pole Building Estimate Number: 4992 - Pole Barns, …apmbuildings.com/Pole-Building-Plans.pdf ·...

Pole BuildingEstimate Number: 499212/2/2010

NORTH SIDE-EAVE SIDE 2 ELEVATION


SOUTH SIDE-EAVE SIDE 1 ELEVATION


WEST SIDE-GABLE SIDE 2 ELEVATION


EAST SIDE-GABLE SIDE 1 ELEVATION


12 in.

See Detail 1-W for Wall Layer Information

Facia Cover

Metal Drip Edge

F & J Trim

Facia Board

4.5 x 5.25 APM Stock Columns 3 Ply

2 x 12 Southern

Yellow Pine

2 x 12 Southern

Yellow Pine

Wheeling Centurydrain Steel

Roofing


See Wall Detail

30-5-0-5 Truss Loading

2 x 5.25 in. Top Chord

2 x 5.25 in. Bottom Chord

2 x 6 Construction Grade Knee Bracing

4.5 x 5.25 APM Stock Columns 3 Ply Corner Post

4.5 x 5.25 APM Stock Columns 3 Ply Intermediate Posts

Truss Information

48 in. O.C. Spacing, Standard Heel

Trusses are Setting on Truss Carriers

Concrete Floor is 4 in. Thick. # 3500 P.S.I Over Compacted Sand Fill, 2.5 In Below Top Of Skirtboard

Siding Begins at 2 5/8 in. Below the Top of the Skirt Board

Skirt Board - 2 x 8 Treated 1 rowAssumed Soil Bearing Pressure at # 3000 P.S.F.

2 x 4 Construction Grade Wall Girts (Nailers)- 24 in. O.C.

2 x 4 Truss Seat Bracing Ran Through the Bottom Chord 5' On Center

2 x 4 Lateral Bracing (3 Rows) - Check with Truss Company for Proper Spacing

Purlins- 2 x 4 Construction Grade - 24 in. O.C.

10 Ft.

48 in

10 in.

18 in.

Grade

42 in.

See Overhang Detail

Cross Section Detail


POLE LAYOUT

Personal Use, 960 sq. ft.

7' 10 1/2"8'

7' 10 1/2"

6' 10 1/2"9'8'9'6' 10 1/2"

7' 1

0 1/

2"8'

7' 1

0 1/

2"

7' 10 1/2" 8' 8' 8' 7' 10 1/2"

9' x 8'Overhead Door

9' x 8'Overhead Door

39' 9"

23' 9

"Diagonal:46' 3 11/16"

Eave 2

Gable 1 G

able

2

Eave 1


1 2 3 4 5 6

Pier Footing10 X 18

Skirt Board2 x 8

Treated

Siding Begin Point

1 2 3

Wye Bracing2 X 6

Construction Grade

Truss Carrier2 x 12

Southern Yellow Pine

Wall Girt2 x 4

Construction Grade

2'2'

2'2'

2' 1

/8"

10'

2' 8

"

40'

2

1 3

5

7 9

11

1

2

6

10

3

8

4

12

NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW


1 2 3 4 5 6

Pier Footing10 X 18

Skirt Board2 x 8

Treated

Siding Begin Point

1 2 3

Wye Bracing2 X 6

Construction Grade

Truss Carrier2 x 12

Southern Yellow Pine

Wall Girt2 x 4

Construction Grade

2'2'

2'2'

2' 1

/8"

10'

2' 8

"

40'

1 22

1 3

5

7 9

11

1

2

6

10

3

8

4

12

96 in.96 in.

SOUTH SIDE-EAVE SIDE 1 WALL GIRT VIEW


1 2

Pier Footing10 X 18

Skirt Board2 x 8

Treated

Siding Begin Point

1 2

Wall Girt2 x 4

Construction Grade

2'2'

2'2'

2' 1

/8"

10'

2' 8

"

24'

2

4

6

8

3

7

5

1

WEST SIDE-GABLE SIDE 2 WALL GIRT VIEW


1 2

Pier Footing10 X 18

Skirt Board2 x 8

Treated

Siding Begin Point

1 2

Wall Girt2 x 4

Construction Grade

2'2'

2'2'

2' 1

/8"

10'

2' 8

"

24'

2

4

6

8

3

7

5

1

82 in.

EAST SIDE-GABLE SIDE 1 WALL GIRT VIEW


2'2'

2'2'

2'2'

1' 1

3/

8"

13' 8

7/1

6"

PURLINConstruction Grade

2 x 4

Bottom Edge of Purlin is 1/2" In from Tail of

Truss

FACIAConstruction Grade

2 x 6

1 2


2 x 6

2

46

8

1012

14

1618

20

2224

3

7

11

15

19

23

5

13

21

9

1

17

NORTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT


2'2'

2'2'

2'2'

1' 1

3/

8"

13' 8

7/1

6"

PURLINConstruction Grade

2 x 4

Bottom Edge of Purlin is 1/2" In from Tail of

Truss


2 x 6

1 2


2 x 6

2

46

8

1012

14

1618

20

2224

3

7

11

15

19

23

5

13

21

9

1

17

SOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT


Panel 1163"

Panel 2163"

Panel 3163"

Panel 4163"

Panel 5163"

Panel 6163"

Panel 7163"

Panel 8163"

Panel 9163"

Panel 10163"

Panel 11163"

Panel 12163"

Panel 13163"

Panel 14163"

NORTH SIDE-EAVE SIDE 2 ROOF PANEL LAYOUT


Panel 1163"

Panel 2163"

Panel 3163"

Panel 4163"

Panel 5163"

Panel 6163"

Panel 7163"

Panel 8163"

Panel 9163"

Panel 10163"

Panel 11163"

Panel 12163"

Panel 13163"

Panel 14163"

SOUTH SIDE-EAVE SIDE 1 ROOF PANEL LAYOUT


Shift the vertical starting point of the first panel to 1 1/2 in. from the outside corner of the building so there is no panel rib & steel corner trim conflict at the other end. The rib spacing will also be balanced.

Panel 1117"

Panel 2117"

Panel 3117"

Panel 4117"

Panel 5117"

Panel 6117"

Panel 7117"

Panel 8117"

Panel 9117"

Panel 10117"

Panel 11117"

Panel 12117"

Panel 13117"

Panel 14117"

NORTH SIDE-EAVE SIDE 2 STEEL WALL LAYOUT


Shift the vertical starting point of the first panel to 1 1/2 in. from the outside corner of the building so there is no panel rib & steel corner trim conflict at the other end. The rib spacing will also be balanced.

Panel 1117"

Panel 2117"

Panel 3117"

Panel 421"

Panel 521"

Panel 6117"

Panel 7117"

Panel 8117"

Panel 921"

Panel 1021"

Panel 11117"

Panel 12117"

Panel 13117"

Panel 14117"

SOUTH SIDE-EAVE SIDE 1 STEEL WALL LAYOUT


Panel 1138"

Panel 2150"

Panel 3162"

Panel 4173"

Panel 5173" Panel 6

161" Panel 7149" Panel 8

137"

WEST SIDE-GABLE SIDE 2 STEEL WALL LAYOUT


Panel 1138"

Panel 2150"

Panel 3162"

Panel 4173"

Panel 5173" Panel 6

161" Panel 7149" Panel 8

137"

EAST SIDE-GABLE SIDE 1 STEEL WALL LAYOUT


Pole Building Estimate Number: 4992 - Pole Barns, …apmbuildings.com/Pole-Building-Plans.pdf ·...

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