Customer Information
	Customer Name:
	Customer Address:
	Customer City:
	Customer State:
	Customer Phone:
Buyer/Builder Information
	Builders Name:
	Builders Address:
	Builders City:
	Builders State:
	End Use of Building:
Project Information
	Project Name:
	Project Address:
	Project City:
	Project State:
	Project Country:
	Job Number:
Building Information
	Building Width:
	Building Length:
	Building Front Eave:
	Building Back Eave:
Design Checklist
	Anchor Bolt Plans:		Showing location of all anchor bolts, column locations, anchor bolt diameter and quantity. This is provided by your metal building manufacturer.
	Frame Reactions:		These are the calculations that are provided either on the drawings or in a separate calculations book. These are provided by your metal building manufacturer.
	Floor Plan Sketch:		Showing Building Openings and door locations
	Soils Report:		UBC 1997 Code Soil Minimum Allowable Loads Is 1,000 psi. This can be used just about anywhere. Some municipalities will allow higher loading with out a site soils analysis. Others will require a site soils report to justify any soils pressure greater than 1,000. It is your responsibility to justify a greater soil capacity either by documentation from municipality or a soils report. Any design recalculation required due to soils pressure will be billed at additional charge.
Building Codes
	Choose Bldg. Code:		UBC 1997 Code:
			CBC 2001 Code:
			IBC 2000 Code:
			IBC 2003:
	Other Bldg. Code:
Building Loads
	Choose Enclosure:		Enclosure - Fully Enclosed
			Enclosure - Partially Enclosed
			Enclosure - Open Exposure
	Choose Exposure:	Exposure C
		Exposure B
	Wind Load:	mph
	Live Load:	psf.
	Ground Snow Load:	psf.
	Seismic Zone:
	Choose Soil Profile:		Sd(UNO)
			Sa
			Sb
			Se
			Sf
	Hurricane Coast:	Yes No  Is the hurricane coast within 100 miles?
	Depth of Frost Line:
	Adjacent Structure:	Yes No   Is building within 20 feet of another structure?
	Bldg. Occupancy:	Normal Occupancy
			More than 300 occupants
			Essential Facility
			Low Hazard Facility
Foundation Information
	Soil Pressure:		1,000 UNO
			I have a soil report
			1 1/2" Sill Notch
	Foundation. Thkns:		4" Thickness
			4.5" Thickness
			5" Thickness
			5.5" Thickness
			6" Thickness
	Reinforce Rebar:	#3, #4, #5, 12"oc, 18"oc, 24"oc
	Reinforcement:		Welded Wire Mesh
			Fiber Mesh
	Footing Type:		Std. Spread Footings
			Eccentric Footings
			Pier Footings (No Finished Floor):
			Pier Footings (With Grade Beam):
			Special Footings (Provide Details):