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H:\APM Buildings\Quote Program\Include with Quote\2012 Whats Next Pole Buildings Actual.doc

APM Buildings easy-n-affordable

1-800-296-6161 www.apmbuildings.com

What's Next - Pole Buildings

Thank you for choosing to price your building through APM Buildings. We at APM Buildings understand the process of selecting, purchasing and erecting your building and keeping satisfied customers. We help you follow a path to make it an easy, step by step process right through completion.

Summary Steps 1. Use our quote system to select the right building for your budget. 2. We then design your building with the options you chose in your estimate. 3. We provide plans - to get your permits from municipalities / local governments. 4. We provide plans - for your building inspector to approve. 5. The building is put into production once all of the above is satisfied. 6. We provide a pre-delivery checklist (delivery, safety, construction notes etc.) 7. We deliver the building with a complete set of plans. 8. We are available though-out the construction process for any issues. We have one of the most 'easy n affordable' building systems in the industry today. We will design your building with all of the options that you have chosen from your estimate. Once this is complete and you are satisfied with the design, we will supply you with many important documents (see 'Design Permitting - Sample') next page, pages; this includes pole layout, wall girts (north, south, east, west), purlin / truss / fascia layout, cross section detail, overhang detail, steel wall layout (north, south, east, west), roof steel layout, steel component application, truss design, etc. To get started with this step, we require a 20% deposit towards the purchase of your building. We encourage you to take all of these documents to get approval / permit from you local municipality or governing agency. Once you get your permit, we encourage you to get approval from your building inspector to make sure no further paper work is required. If your local municipality or governing agency requires more information, we can generally supply the information needed at no additional charge. However, if you are required to get engineered stamped drawings, we can facilitate this for you, the cost will depend on the size & scope of your building. Once the above is finalized, your building can be placed on order and into production, with final payment before delivery. Lead times are generally 2-3 weeks. Thanks again for taking the time to consider APM Buildings for your next building project. Sincerely, APM Buildings Team

H:\APM Buildings\Quote Program\Include with Quote\2012 Whats Next Pole Buildings Actual.doc

APM Buildings

easy-n-affordable 1-888-261-2488 www.apmbuildings.com

Design / Permitting - Sample Once you have made the decision to move forward with your building, we will begin with the next step; which is the Design / Permitting process. This is one of the most important steps in the building project. This allows for you view all of your building specs and elevation drawings, perspective views, etc., plus we give you all of the documents needed to get your building permit. The last thing we want is for you to order a building and have us deliver it and for some reason, you are stopped by your local building inspector or governing agency for lack of some document or building code. To get started, we require a 20% deposit, which goes toward the price of your building. Included in this PDF are samples of what you would receive: - Prospective Drawing - Pole Layout - Elevation Drawings: - North - South - East - West - Purlins / Truss / Fascia Layout - Cross Section Detail - Overhang Detail - Steel Wall Layout - North - South - East - West - Roof Steel Layout - Steel Component Application - Truss Design - Drawing - Post Uplift - System

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


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