WIND 1.pdf

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Graciela Hernandez

wind load calulation

Engineering

PCE Design, LLC. JOB TITLE The Rivera Residence
6065 NW 167th St, Suite B-3
Miami, FL JOB NO. SHEET NO.
(305) 698-0550 CALCULATED BY DATE
CHECKED BY DATE
www.struware.com
Code Search
Code:
Occupancy:
Occupancy Group = R
Risk Category & Importance Factors:
Risk Category = II
Wind factor = 1.00 use 0.60 NOTE: Output will be nominal wind pressures
Snow factor = 1.00
Seismic factor = 1.00
Type of Construction:
Fire Rating:
Roof = 0.0 hr
Floor = 0.0 hr
Building Geometry:
Roof angle (θ) 4.00 / 12 18.4 deg
Building length 32.8 ft
Least width 28.1 ft
Mean Roof Ht (h) 13.3 ft
Parapet ht above grd 0.0 ft
Minimum parapet ht 0.0 ft
Live Loads:
Roof 0 to 200 sf: 20 psf
200 to 600 sf: 24 - 0.02Area, but not less than 12 psf
over 600 sf: 12 psf
Floor:
Typical Floor 50 psf
Partitions 15 psf
Lobbies & first floor corridors 100 psf
Corridors above first floor 80 psf
Balconies (1.5 times live load) 75 psf
ASCE 7 - 16
Residential

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WIND 1.pdf

1. PCE Design, LLC. JOB TITLE The Rivera Residence 6065 NW 167th St, Suite B-3 Miami, FL JOB NO. SHEET NO. (305) 698-0550 CALCULATED BY DATE CHECKED BY DATE www.struware.com Code Search Code: Occupancy: Occupancy Group = R Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 use 0.60 NOTE: Output will be nominal wind pressures Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (θ) 4.00 / 12 18.4 deg Building length 32.8 ft Least width 28.1 ft Mean Roof Ht (h) 13.3 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 50 psf Partitions 15 psf Lobbies & first floor corridors 100 psf Corridors above first floor 80 psf Balconies (1.5 times live load) 75 psf ASCE 7 - 16 Residential

WIND 1.pdf

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WIND 1.pdf