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12-1372-029PMM Consulting Enineers Corp. CA 9135 P.O. Box 557823, Miami Florida 33255 Tel: 305-661-9918 Fax: 305-675-2350 Project: 6738 Poinciana Ct Project No.: 11019 Design Parameters • Florida Building Code, 2010 Edition, HVHZ • Wind (House Addition, Garage) o ASCE 7-10 o Wind Velocity 175 MPH o Risk Category II o Exposure C o Importance 1.0 o Kd 1.0 o Kz 0.85 o GCpi 0.18 (Enclosed Structures) o GCpi 0.55 (Partially. Enclosed Structures) • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Structural Steel Angle and Plates ASTM A36 — 36,000 PSI • Structural Square/Rectangular Sections ASTM A500, Grade B — 46,000 PSI • Headed Studs ASTM A108 • Bolts ASTM A325. • Wood — Fb 1,200 PSI • Masonry— F'm 1,500 PSI (F'c=1900PSI) • Design Loads o Roof Loads ■ Live Load 30 PSF ■ Dead Load 20 PSF ■ System Load 5 PSF o Floor Loads ■ Live Load 40 PSF ■ Dead Load 20 PSF ■ System Load - See Plans o Stairs ■ Live Load 100 PSF • Soil Bearing Capacity — 2000 PSF