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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 BoaDr (4.0 psf / 1" thickness)
    2.0 psf Ceiling, Acoustical Drop Tile


    DrL = 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 BoaDr (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) 403-6875 
FAX:
(517) 403-6875
 
Postal address:
 
Structural Solutions LLC
1200 Troon Ct. SE
Grand Rapids, MI 49546
Electronic mail:

General Information:     ssllc.tp@mail.com

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