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EAVE SIDE 2/GABLE SIDE 2 3D PERSPECTIVE
The Pole Barn Company
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EAVE SIDE 1/GABLE SIDE 1 3D PERSPECTIVE
The Pole Barn Company
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NORTH SIDE-EAVE SIDE 2 ELEVATION
The Pole Barn Company
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SOUTH SIDE-EAVE SIDE 1 ELEVATION
The Pole Barn Company
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WEST SIDE-GABLE SIDE 2 ELEVATION
The Pole Barn Company
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EAST SIDE-GABLE SIDE 1 ELEVATION
The Pole Barn Company
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Header Detail for Overhead Door # 1 on Gable1
Pole Barn Header - 2 X 10 Outside & 2 X 12 Inside The Pole Barn Company
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See Detail 1-W for Wall Layer Information
4 x 6 Treated
2 x 10 SYP Truss Carrier
2 x 10 SYP Truss Carrier
Graber Post G-Rib #1 Steel Roofing
Metal Eave Trim
Rafter Tie
The Pole Barn Company
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See Wall Detail
25-5-0-5 Truss Loading
2 x 5.25 in. Top Chord
2 x 4 Bottom Chord
4 x 6 Treated Corner Post
4 x 6 Treated 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
Siding Begins at 2 5/8 in. Below the Top of the Skirt
Skirt Board - 2 x 8 Treated 1 row
Assumed Soil Bearing Pressure at # 3000 P.S.F.
2 x 4 Spruce Wall Girts (Nailers)- 24 in. O.C.
2 x 4 Truss Seat Bracing Ran Through the Bottom Chord 6' On Center
2 x 4 Lateral Bracing (2 Rows) - Check with Truss Company for Proper Spacing
Purlins- 2 x 4 Spruce - 24 in. O.C.
10 Ft.
8 in.
12 in.
Grade
48 in.
See Overhang Detail
Cross Section Detail
The Pole Barn Company
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2'
2'
2'
2'
2'
2'
2'
1' 4 1
/4"
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
15' 9 3
/4"
PURLIN Spruce 2 x 4
Bottom Edge of Purlin is 1/2" In
NORTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT
The Pole Barn Company
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2'
2'
2'
2'
2'
2'
2'
1' 4 1
/4"
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
20' 20'
15' 9 3
/4"
PURLIN Spruce 2 x 4
Bottom Edge of Purlin is 1/2" In
SOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT
The Pole Barn Company
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POLE LAYOUT
Personal Use, 1200 sq. ft.
9' 9
" 1
0' 3
" 9
' 9"
7' 10 1/2" 8' 8' 8' 4' 4 3/4" 3' 5 3/4"
9' 1
0 1
/2"
10
' 9
' 10
1/2
"
7' 10 1/2" 8' 8' 8' 7' 10 1/2"
10
' x 8'
Overh
ead
Do
or
3/0 6-PANEL ENTRY DOOR W/ WOOD FRAME
39' 9"
29
' 9" Diagonal:
49' 7 13/16"
Eave 2
Gab
le 1
Gab
le 2
Eave 1
The Pole Barn Company
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14' 14' 14' 14' 14' 14'
Bagged Concrete 8 X 12
Skirt Board 2 x 8
Treated
Siding Begin Point
16' 16' 8'
Truss Carrier 2 x 10 SYP
Wall Girt 2 x 4
Spruce
2'
2'
2'
2'
1' 10 5
/8"
10'
3' 4"
40'
16'
16' 10'
16'
16' 10'
16'
16'
16'
16'
10'
8'
16'
10'
16'
NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW
The Pole Barn Company
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14' 14' 14' 14' 14' 12' 14'
Bagged Concrete 8 X 12
Skirt Board 2 x 8
Treated
Siding Begin Point
16' 16' 8'
Truss Carrier 2 x 10 SYP
Wall Girt 2 x 4
Spruce
2'
2'
2'
2'
1' 10 5
/8"
10'
3' 4"
40'
16'
16' 10'
10' 16'
16' S
10' 16'
8'
S
S
S
16'
16'
16'
16'
16'
82 1/2 in.
SOUTH SIDE-EAVE SIDE 1 WALL GIRT VIEW
The Pole Barn Company
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18' 18'
Bagged Concrete 8 X 12
Skirt Board 2 x 8
Treated
Siding Begin Point
20' 10'
Wall Girt 2 x 4
Spruce
2'
2'
2'
2'
1' 10 5
/8"
10'
3' 4"
30'
10'
20'
10'
20'
10'
10'
20'
20'
WEST SIDE-GABLE SIDE 2 WALL GIRT VIEW
The Pole Barn Company
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18' 18'
Bagged Concrete 8 X 12
Skirt Board 2 x 8
Treated
Siding Begin Point
10' 10'
Wall Girt 2 x 4
Spruce
2'
2'
2'
2'
1' 10 5
/8"
10'
3' 4"
30'
10'
10'
10'
S 10'
S
10'
10'
10'
10'
96 in.
EAST SIDE-GABLE SIDE 1 WALL GIRT VIEW
The Pole Barn Company
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Panel 1 188"
Panel 2 188"
Panel 3 188"
Panel 4 188"
Panel 5 188"
Panel 6 188"
Panel 7 188"
Panel 8 188"
Panel 9 188"
Panel 10 188"
Panel 11 188"
Panel 12 188"
Panel 13 188"
Panel 14 188"
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 ROOF PANEL LAYOUT
The Pole Barn Company
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Panel 1 188"
Panel 2 188"
Panel 3 188"
Panel 4 188"
Panel 5 188"
Panel 6 188"
Panel 7 188"
Panel 8 188"
Panel 9 188"
Panel 10 188"
Panel 11 188"
Panel 12 188"
Panel 13 188"
Panel 14 188"
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.
SOUTH SIDE-EAVE SIDE 1 ROOF PANEL LAYOUT
The Pole Barn Company
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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.
Panel 1 126"
Panel 2 126"
Panel 3 126"
Panel 4 126"
Panel 5 126"
Panel 6 126"
Panel 7 126"
Panel 8 126"
Panel 9 126"
Panel 10 126"
Panel 11 126"
Panel 12 126"
Panel 13 126"
Panel 14 126"
NORTH SIDE-EAVE SIDE 2 STEEL WALL LAYOUT
The Pole Barn Company
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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.
Panel 1 126"
Panel 2 126"
Panel 3 126"
Panel 4 126"
Panel 5 126"
Panel 6 126"
Panel 7 126"
Panel 8 126"
Panel 9 126"
Panel 10 126"
Panel 11 126"
Panel 12 126"
Panel 13 126"
Panel 14 126"
SOUTH SIDE-EAVE SIDE 1 STEEL WALL LAYOUT
The Pole Barn Company
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Panel 1 139"
Panel 2 151"
Panel 3 163"
Panel 4 175"
Panel 5 186"
Panel 6 186" Panel 7
174" Panel 8 162" Panel 9
150" Panel 10 138"
WEST SIDE-GABLE SIDE 2 STEEL WALL LAYOUT
The Pole Barn Company
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Panel 1 139"
Panel 2 151"
Panel 3 163"
Panel 4 175"
Panel 5 92"
Panel 6 92"
Panel 7 174" Panel 8
162" Panel 9 150" Panel 10
138"
EAST SIDE-GABLE SIDE 1 STEEL WALL LAYOUT
The Pole Barn Company
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The Pole Barn Company
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Site Plan
Scale: 1 block represents _________FT.
Name of Owner: Phone: ( )
Address of Property: City: State: Zip:
Parcel ID: Y
Legal Description Attached
N Zoned: NC RA RSA RU1 RU2 RU3 C-1 C-2 Other________
Direction
Name of Agent: (If Applicable) Phone: ( )
The Pole Barn Company
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The Pole Barn Company
1850 Livingston Rd, Suite B, Greenville, OH 45331
Business: 937-459-5830 Fax: 937-459-5831
Sales Associate:
Building Width 30'
Building Length 40'
Building Height 10'
Eave Overhang 0 in.
Gable Overhang 0 in.
Pitch of Roof 4 in./12
Style of Building Post Frame
Customer Name The Pole Barn Company
Customer Address 1850 Livingston Rd, Suite B, Greenville, OH 45331
Customer Phone Call 937-459-5830
Estimate Number
Date of Estimate
Building Specifications
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Note: The reports, elevations, diagrams, and drawings included in this estimate are not architectural blueprints. The builder is
responsible for structural integrity, proper usage of materials, and adhering to local building codes. Always be sure to verify
the materials and drawing packet with your local building inspector, engineer, or architect. Every effort has been made to
create accurate and detailed drawings and reports. However, due to the number of combinations of materials that can be
used, there exists the possibility for errors. This packet is an estimate and should be reviewed by the builder before starting
the project. Odyssey Steel & Trim nor the software designer, Symun Systems, Inc (creator of Construction Maestro software)
accepts no responsibility for material shortages, engineering failures, building codes violations, or the structural integrity of the
building.
The Pole Barn Company
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