p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
EAVE SIDE 1/GABLE SIDE 1 3D PERSPECTIVE
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
NORTH SIDE-EAVE SIDE 2 ELEVATION
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
SOUTH SIDE-EAVE SIDE 1 ELEVATION
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
WEST SIDE-GABLE SIDE 2 ELEVATION
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
EAST SIDE-GABLE SIDE 1 ELEVATION
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Pole Barn Header - 2 X 10 Outside & 2 X 12 Inside
Header Detail for Overhead Door # 1 on Gable1
Graber Post G-Rib #1 Steel Roofing
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Metal Eave Trim
Rafter Tie
2 x 10 SYP Truss Carrier
2 x 10 SYP Truss Carrier
See Detail 1-W for Wall Layer Information
4 x 6 Treated
Cross Section Detail
Purlins- 2 x 4 Spruce - 24 in. O.C.
2 x 5.25 in. Top Chord
See Overhang Detail
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2 x 4 Lateral Bracing (2 Rows) - Check with Truss Company for Proper Spacing 2 x 4 Bottom Chord Truss Information
p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A 25-5-0-5 Truss Loading
48 in. O.C. Spacing, Standard Heel
Trusses are Setting on Truss Carriers
2 x 4 Truss Seat Bracing Ran Through the Bottom Chord 6' On Center
4 x 6 Treated Corner Post
4 x 6 Treated Intermediate Posts
10 Ft.
See Wall Detail
2 x 4 Spruce Wall Girts (Nailers)- 24 in. O.C.
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
Grade
Assumed Soil Bearing Pressure at # 3000 P.S.F.
48 in.
8 in.
12 in.
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
15' 9 3/4"
20'
1' 4 1/4"
20'
2'
20'
2'
20'
2'
20'
2'
20'
2'
p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
2'
PURLIN Spruce 2x4
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2'
NORTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT
Bottom Edge of Purlin is 1/2" In
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
15' 9 3/4"
20'
1' 4 1/4"
20'
2'
20'
2'
20'
2'
20'
2'
20'
2'
p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
2'
PURLIN Spruce 2x4
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2'
SOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT
Bottom Edge of Purlin is 1/2" In
POLE LAYOUT Personal Use, 1200 sq. ft.
Eave 1
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A 3' 5 3/4"
4' 4 3/4"
8'
8'
8'
7' 10 1/2"
8'
7' 10 1/2"
10' 9' 10 1/2"
9' 9"
7' 10 1/2"
8'
8'
Eave 2 39' 9"
29' 9"
10' x 8' Overhead Door
10' 3"
Gable 1
Diagonal: 49' 7 13/16"
Gable 2
9' 9"
9' 10 1/2"
3/0 6-PANEL ENTRY DOOR W/ WOOD FRAME
NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW
p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A 16'
14'
16'
16'
16'
10'
16'
16'
8'
14'
2'
16'
14'
14'
14'
Siding Begin Point 3' 4"
16'
10'
10'
16'
10'
Skirt Board 2x8 Treated
16'
2'
Wall Girt 2x4 Spruce
16'
8'
2'
10'
16'
2'
Truss Carrier 2 x 10 SYP
1' 10 5/8"
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14'
40'
Bagged Concrete 8 X 12
SOUTH SIDE-EAVE SIDE 1 WALL GIRT VIEW
p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A 16'
16'
10'
16'
16'
16'
14'
14'
S
16'
16'
Skirt Board 2x8 Treated
S
14'
14'
S
10'
16'
S
82 1/2 in.
8'
14'
12'
10'
16'
Siding Begin Point 3' 4"
16'
2'
16'
2'
Wall Girt 2x4 Spruce
8'
2'
10'
16'
2'
Truss Carrier 2 x 10 SYP
1' 10 5/8"
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14'
40'
Bagged Concrete 8 X 12
WEST SIDE-GABLE SIDE 2 WALL GIRT VIEW
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A 10'
2'
Wall Girt 2x4 Spruce
20'
20'
2'
10'
10'
10'
2'
20'
10'
20'
10'
2'
20'
18'
18'
30'
Bagged Concrete 8 X 12
3' 4"
Skirt Board 2x8 Treated
Siding Begin Point
EAST SIDE-GABLE SIDE 1 WALL GIRT VIEW
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A S
10'
2'
Wall Girt 2x4 Spruce
10'
10'
10'
2'
S
10'
10'
2'
10'
10'
10'
2'
96 in.
Skirt Board 2x8 Treated
10'
18'
Siding Begin Point
18'
30'
Bagged Concrete 8 X 12
3' 4"
10'
NORTH SIDE-EAVE SIDE 2 ROOF PANEL LAYOUT
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Panel 1 188"
Panel 2 188"
Panel 3 188"
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.
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"
SOUTH SIDE-EAVE SIDE 1 ROOF PANEL LAYOUT
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Panel 1 188"
Panel 2 188"
Panel 3 188"
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.
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"
NORTH SIDE-EAVE SIDE 2 STEEL WALL LAYOUT
Panel 1 126"
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Panel 2 126"
Panel 3 126"
Panel 4 126"
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 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
Panel 1 126"
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Panel 2 126"
Panel 3 126"
Panel 4 126"
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 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"
WEST SIDE-GABLE SIDE 2 STEEL WALL LAYOUT
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A 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"
EAST SIDE-GABLE SIDE 1 STEEL WALL LAYOUT
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Panel 5 92"
Panel 1 139"
Panel 2 151"
Panel 3 163"
Panel 4 175"
Panel 6 92"
Panel 7 174"
Panel 8 162"
Panel 9 150"
Panel 10 138"
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A
Site Plan
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Direction
p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Scale:
1 block represents _________FT.
Name of Owner:
Phone: (
)
Name of Agent: (If Applicable)
Phone: (
)
Address of Property:
City:
Zoned: NC RA RSA RU1 RU2 RU3 C-1 C-2
State:
Other________
Zip: Parcel ID:
Legal Description Attached
Y
N
The Pole Barn Company 1850 Livingston Rd, Suite B, Greenville, OH 45331 Business: 937-459-5830 Fax: 937-459-5831 Sales Associate:
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p m o C d e n r v r a e B s e e l R o s P t e h Th ll Rig A Building Specifications
Building Width Building Length Building Height Eave Overhang Gable Overhang Pitch of Roof Style of Building
30' 40' 10' 0 in. 0 in. 4 in./12 Post Frame
Customer Name Customer Address Customer Phone Estimate Number Date of Estimate
The Pole Barn Company 1850 Livingston Rd, Suite B, Greenville, OH 45331 Call 937-459-5830
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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.
