Pole Building Estimate Number: /2/2010 NORTH SIDE-EAVE SIDE 2 ELEVATION

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Pole Building

Estimate Number: 4992

12/2/2010

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Pole Building

Estimate Number: 4992

12/2/2010

(3)

NORTH SIDE-EAVE SIDE 2 ELEVATION

Pole Building

Estimate Number: 4992

12/2/2010

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SOUTH SIDE-EAVE SIDE 1 ELEVATION

Pole Building

Estimate Number: 4992

12/2/2010

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WEST SIDE-GABLE SIDE 2 ELEVATION

Pole Building

Estimate Number: 4992

12/2/2010

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EAST SIDE-GABLE SIDE 1 ELEVATION

Pole Building

Estimate Number: 4992

12/2/2010

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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 Pole Building Estimate Number: 4992 12/2/2010

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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 row

Assumed 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 Building

Estimate Number: 4992

12/2/2010

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POLE LAYOUT

Personal Use, 960 sq. ft.

7' 1

0 1

/2

"

8'

7' 1

0 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'

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

Gable 2

Eave 1

Pole Building Estimate Number: 4992 12/2/2010

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1 2 3 4 5 6 Pier Footing 10 X 18 Skirt Board 2 x 8 Treated Siding Begin Point

1

2

3

Wye Bracing 2 X 6 Construction Grade Truss Carrier 2 x 12 Southern Yellow Pine Wall Girt 2 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

Pole Building

Estimate Number: 4992

12/2/2010

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1 2 3 4 5 6 Pier Footing 10 X 18 Skirt Board 2 x 8 Treated Siding Begin Point

1

2

3

Wye Bracing 2 X 6 Construction Grade Truss Carrier 2 x 12 Southern Yellow Pine Wall Girt 2 x 4 Construction Grade 2' 2' 2' 2' 2' 1/8" 10' 2' 8" 40' 1 2 2 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

Pole Building

Estimate Number: 4992

12/2/2010

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1 2

Pier Footing

10 X 18

Skirt Board

2 x 8

Treated

Siding Begin

Point

1

2 Wall Girt

2 x 4

Construction

Grade

2'

1 /8

"

10'

2' 8"

24'

2 4 6 8 3 7 5 1

WEST SIDE-GABLE SIDE 2 WALL GIRT

VIEW

Pole Building

Estimate Number: 4992

12/2/2010

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1 2

Pier Footing

10 X 18

Skirt Board

2 x 8

Treated

Siding Begin

Point

1

2 Wall Girt

2 x 4

Construction

Grade

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

Pole Building

Estimate Number: 4992

12/2/2010

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2' 2' 2' 2' 2' 2' 1' 1 3/8" 13 ' 8 7 /1 6" PURLIN Construction Grade 2 x 4

Bottom Edge of Purlin is 1/2" In from Tail of Truss FACIA Construction Grade 2 x 6 1 2 FACIA Construction Grade 2 x 6 2 4 6 8 10 12 14 16 18 20 22 24 3 7 11 15 19 23 5 13 21 9 1 17

NORTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT

Pole Building

Estimate Number: 4992

12/2/2010

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2' 2' 2' 2' 2' 2' 1' 1 3/8" 13 ' 8 7 /1 6" PURLIN Construction Grade 2 x 4

Bottom Edge of Purlin is 1/2" In from Tail of Truss FACIA Construction Grade 2 x 6 1 2 FACIA Construction Grade 2 x 6 2 4 6 8 10 12 14 16 18 20 22 24 3 7 11 15 19 23 5 13 21 9 1 17

SOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT

Pole Building

Estimate Number: 4992

12/2/2010

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Panel 1 163" Panel 2 163" Panel 3 163" Panel 4 163" Panel 5 163" Panel 6 163" Panel 7 163" Panel 8 163" Panel 9 163" Panel 10 163" Panel 11 163" Panel 12 163" Panel 13 163" Panel 14 163"

NORTH SIDE-EAVE SIDE 2 ROOF PANEL LAYOUT

Pole Building

Estimate Number: 4992

12/2/2010

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SOUTH SIDE-EAVE SIDE 1 ROOF PANEL LAYOUT

Pole Building

Estimate Number: 4992

12/2/2010

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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.

NORTH SIDE-EAVE SIDE 2 STEEL WALL LAYOUT

Pole Building

Estimate Number: 4992

12/2/2010

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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.