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• Sample Loads Data for Building system design:
  
  Project Name: _____________________ Project Number: ___________________
  Project Location: City: ________ State: _____ County: ____________
  
  
  DESIGN LOADS:
  
  Building Code:
  
  Roof Dead Load:
  
  3.0 psf Asphalt Shingles
  2.0 psf Wood Shingles
  1.5 psf Metal Roof Panel
  2.0 psf 1/2" Plywood Sheathing
  x.0 psf x/4" Plywood Sheathing (4.0 psf / 1" thickness)
  1.0 psf Cold-formed Hat Sections
  0.8 psf 8" Batten Insulation (0.1 psf / 1" thickness)
  1.5 psf Cold-formed Roof Purlins
  2.5 psf Ceiling, 5/8" Gypsum Board (4.0 psf / 1" thickness)
  2.0 psf Ceiling, Acoustical rdop Tile
  
  
  rdL = xx.x psf + Primary Self Weight
  
  Roof Live Load:
  
  RLL = 20.0 psf (Reducible per Code)
  RLL = 20.0 psf (Not Reducible)
  
  Roof Snow Load:
  
  RSL = 20.0 psf
  RSL = 14.0 psf (Roof Snow Load, Pf)
  Pg = 20.0 psf (Ground Snow Load)
  Ce = 0.70 (Site Exposure Factor), I = 1.0 (Occupancy Importance Factor)
  
  Wind Load:
  
  WL = 100 mph (Ref: Computer Output)
  WL = 100 mph Exposure: B (Ref: Computer Output)
  
  Earthquake Load:
  
  Seismic Zone 1
  Seismic Aa = 0.05 , Av = 0.05
  
  Floor Dead Load:
  
  3.0 psf 3/4" Plywood Floor
  5.0 psf Cold-formed Floor Joists and Bridging
  2.5 psf Ceiling, 5/8" Gypsum Board (4.0 psf / 1" thickness)
  1.0 psf 0.6C Deck (28 ga.)
  27.5 psf 3" Floor Slab (Light Weight Concrete, 110 pcf)
  36.3 psf 3" Floor Slab (Normal Weight Concrete, 145 pcf)
  
  FDL = xx.x psf + Beam Self Weight
  
  Floor Live Load:
  
  FLL = 40.0 psf
  
  

Contact Information

Telephone:

(517) 467-6145 

FAX:

(517) 467-6145

 

Postal arddess:

 

Structural Solutions LLC

8466 Slee Rd.

Onsted, MI 49265

Electronic mail:

General Information:     Thomas R. Price, P.E.

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