HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONS�-/ ENGINE=._RING
EXPRESS
SCANNED
BY
St. Lucie Countv
Order (Ref) #: 48958 (043516-3838888889) Project Details: O'CONNOR CONDO DOOR REPLACEMENT
Contractor: AG CARPENTRY, INC. 5167 N. HIGHWAY AlA, UNIT 804
7030 S.W. 16TH COURT PEMBROKE FORT PIERCE, ST. LUCIE COUNTY, FL
PINES, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V It):
170 mph
Exposure Category:
d
Roof Type:
monoslope
Roof Slope (0):
1.2 deg
Mean Roof Height (h):
97.0 ft
Min. Building Dimension (L):
71.0 ft
Parapet >: 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GCpi . )•
±0.18
Topographical Factor (Kt):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
1.43
Velocity Pressure (qh):
89.64 psf
End Zone (a):
7.1 ft
ASD Method:
P = 0.6w
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NOTES: Design is in accordance with ASCE 7-10 (ASO method) and the Florida Building Code Sixth Edition (2017). Results
are not valid for use unless approved via original signature and raised engineer seal of a FIE from Engineering Express. \\
Results are based on contractor -supplied data and shall befield verified by others priorto use. Selection & installatio,) off
products shall be approved using these dimensions and pressures as verified by others. � Q
Note: For openings to be properly rated In Zone 4, no part of the opening shall be within 7.1 feet of anybuild
This engineer has not field visited this location and if this cannot be clearly identified by others, the openings
evaluated priorto installation of any fenestration. All other information provided above including mean roof
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definition
above terms, visit EngineeringExpress.com/Wiki "
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160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
48958 (043516-3838888889) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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