Designco Quotation Worksheet Data

 

Customer Contact Information
Company Name 
Contact Name 
Position/Title 
Voice Number  Ext. 
Fax Number 
Email Address 

 

Customer Job Name Information
Job Name 
Job Location 
City 
State/Province 
Zip Code 
Country 
Sq. Feet of Job 

  Special Shipping Instructions or Comments:

 

Customer Job Information Requirements

Understructure Material 

  Steel (AISC/ASD)   Aluminum (AAA)

Floor Height From Grade 

  Floor Height (hx) In Feet = Feet

Roof Height 

  Roof Height (hr) In Feet = Feet

Primary Area  

  Finished Floor Height - Primary Area Inches
  Number of Square Feet - Primary Area Sq. Feet

Secondary Area  

  Finished Floor Height - Secondary Area Inches
  Number of Square Feet - Secondary Area Sq. Feet

Additional Area  

  Finished Floor Height - Additional Area Inches
  Number of Square Feet - Additional Area Sq. Feet

 

Customer Job Seismic Data

Refer to 1997 Uniform Building Code Vol. 2 For Clarification As Required

UBC Table #

UBC Description

Job Site Requirement

Table 16-A

Uniform and Concentrated Loads

Select Uniform Live Load in PSF
Office50 lb   Computer Room100 lb
Clean Room150 lb  250 lb  375 lb
Other: lb

Table 16-I

Seismic Zone (Factor Z)
US Zone Map gif or pdf

Select Seismic Zone #
1   2A   2B   3   4

Table 16-J

Soil Profile Types
Note! Change Soil Profile Type As Required!

Note! Default Soil Profile Type Set To SD
SA  SB  SC  SD  SE  SF

Table 16-K

Occupancy Category
2. Hazardous Facilities

SeismicImportanceFactor I  1.0  1.25
SeismicImportanceFactor Ip 1.0  1.50

Table 16-O
Element 2G

Horizontal Force Factors
Access Floor Systems

Note! 2G Access Floor Systems Default
ap Value      Rp Value

Table 16-S
Zone 4 Only

Near-Source Factor Na

Closest Distance to Known Seismic Source
<=2 km   5 km   => 10 km

Table 16-U
Zone 4 Only

Seismic Source Type

Select Seismic Source Type
A   B   C

Refer to 1997 Uniform Building Code Vol. 2 For Clarification As Required

 

Dead Load in PSF

Note! Default Dead Load Set To 10 lb
10 lb   Other: lb

 

Factor of Safety

Note! Factor of Safety Set To Std UBC
Standard UBC   Other:

 

Concrete Strength in PSI

Select Concrete Strength in PSI
3000   4000   Other:

 

Concrete Weight Type

Select Concrete Weight Type
Normal Weight   Light Weight

 

Concrete Slab Rebar Depth From Concrete Surface

Rebar Depth From Floor Surface
Inches

  Additional Notes or Comments:
 
         or