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

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3 NORTH SIDE-EAVE SIDE 2 ELEVATION

4 SOUTH SIDE-EAVE SIDE 1 ELEVATION

5 WEST SIDE-GABLE SIDE 2 ELEVATION

6 EAST SIDE-GABLE SIDE 1 ELEVATION

7 Wheeling Centurydrain Steel Roofing Metal Drip Edge Facia Board Facia Cover F & J Trim 2 x 12 Southern Yellow Pine 12 in. 2 x 12 Southern Yellow Pine 4.5 x 5.25 APM Stock Columns 3 Ply See Detail 1-W for Wall Layer Information

8 Cross Section Detail Purlins- 2 x 4 Construction Grade - 24 in. O.C. 2 x 5.25 in. Top Chord See Overhang Detail 2 x 4 Lateral Bracing (3 Rows) - Check with Truss Company for Proper Spacing Truss Information Truss Loading 48 in. O.C. Spacing, Standard Heel Trusses are Setting on Truss Carriers 48 in 2 x 5.25 in. Bottom Chord 2 x 4 Truss Seat Bracing Ran Through the Bottom Chord 5' On Center 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 See Wall Detail 10 Ft. 2 x 4 Construction Grade Wall Girts (Nailers)- 24 in. O.C. Siding Begins at 2 5/8 in. Below the Top of the Skirt Board Concrete Floor is 4 in. Thick. # 3500 P.S.I Over Compacted Sand Fill, 2.5 In Below Top Of Skirtboard Grade Skirt Board - 2 x 8 Treated 1 row Assumed Soil Bearing Pressure at # 3000 P.S.F. 42 in. 10 in. 18 in.

9 POLE LAYOUT Personal Use, 960 sq. ft. Eave 1 6' 10 1/2" 9' 8' 9' 6' 10 1/2" Gable 1 7' 10 1/2" 8' 7' 10 1/2" 9' x 8' Overhead Door Diagonal: 46' 3 11/16" 9' x 8' Overhead Door 7' 10 1/2" 8' 7' 10 1/2" Gable 2 23' 9" 7' 10 1/2" 8' 8' 8' 7' 10 1/2" Eave 2 39' 9"

10 NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW Truss Carrier 2 x 12 Southern Yellow Pine Wye Bracing 2 X 6 Construction Grade Wall Girt 2 x 4 Construction Grade ' 2' 2' 2' 2' 1/8" 10' Skirt Board 2 x 8 Treated ' Siding Begin Point 2' 8" Pier Footing 10 X 18

11 SOUTH SIDE-EAVE SIDE 1 WALL GIRT VIEW Truss Carrier 2 x 12 Southern Yellow Pine Wye Bracing 2 X 6 Construction Grade Wall Girt 2 x 4 Construction Grade Skirt Board 2 x 8 Treated in ' in ' 2' 2' 2' 2' 1/8" Siding Begin Point 10' 2' 8" Pier Footing 10 X 18

12 WEST SIDE-GABLE SIDE 2 WALL GIRT VIEW Wall Girt 2 x 4 Construction Grade ' 2' 2' 2' 2' 1/8" 10' Skirt Board 2 x 8 Treated ' Siding Begin Point 2' 8" Pier Footing 10 X 18

13 EAST SIDE-GABLE SIDE 1 WALL GIRT VIEW Wall Girt 2 x 4 Construction Grade in ' 2' 2' 2' 2' 1/8" 10' Skirt Board 2 x 8 Treated ' Siding Begin Point 2' 8" Pier Footing 10 X 18

14 NORTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT ' 1 3/8" FACIA Construction Grade 2 x 6 PURLIN Construction Grade 2 x ' 2' 2' 2' 2' 2' 13' 8 7/16" FACIA Construction Grade 2 x 6 Bottom Edge of Purlin is 1/2" In from Tail of Truss

15 SOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT ' 1 3/8" FACIA Construction Grade 2 x 6 PURLIN Construction Grade 2 x ' 2' 2' 2' 2' 2' 13' 8 7/16" FACIA Construction Grade 2 x 6 Bottom Edge of Purlin is 1/2" In from Tail of Truss

16 NORTH SIDE-EAVE SIDE 2 ROOF PANEL LAYOUT Panel 1 Panel 2 Panel 3 Panel 4 Panel 5 Panel 6 Panel 7 Panel 8 Panel 9 Panel 10 Panel 11 Panel 12 Panel 13 Panel 14

17 SOUTH SIDE-EAVE SIDE 1 ROOF PANEL LAYOUT Panel 1 Panel 2 Panel 3 Panel 4 Panel 5 Panel 6 Panel 7 Panel 8 Panel 9 Panel 10 Panel 11 Panel 12 Panel 13 Panel 14

18 NORTH SIDE-EAVE SIDE 2 STEEL WALL LAYOUT Panel 1 Panel 2 Panel 3 Panel 4 Panel 5 Panel 6 Panel 7 Panel 8 Panel 9 Panel 10 Panel 11 Panel 12 Panel 13 Panel 14 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.

19 SOUTH SIDE-EAVE SIDE 1 STEEL WALL LAYOUT Panel 4 21" Panel 5 21" Panel 9 21" Panel 10 21" Panel 1 Panel 2 Panel 3 Panel 6 Panel 7 Panel 8 Panel 11 Panel 12 Panel 13 Panel 14 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.

20 WEST SIDE-GABLE SIDE 2 STEEL WALL LAYOUT Panel 1 138" Panel 2 150" Panel 3 162" Panel 4 173" Panel 5 173" Panel 6 161" Panel 7 149" Panel 8 137"

21 EAST SIDE-GABLE SIDE 1 STEEL WALL LAYOUT Panel 1 138" Panel 2 150" Panel 3 162" Panel 4 173" Panel 5 173" Panel 6 161" Panel 7 149" Panel 8 137"

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