HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONSW" E N G I N E RING
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Order (Ref) #: 44874 (043344-7011574074)
Contractor: J&G CARPENTRY, INC.
Project Details: ALBANESE CONDO DOOR REPLACEMENT
5151 N. HIGHWAY AlA, UNIT 811-A
7030 S.W. 16TH COURT PEMBROKE FORT PIERCE, FIL SCANNED
PINES, FL BY
St. ude County
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
ed
Wind Speed (V,lt):
170 mph
p h
Exposure Category:
d
RoofType:
monoslope
Ope
Roof Slope (0):
eg
1. 2 d JJ_
Mean Roof Height (h):
ft
72.0 ft
Min. Building Dimension (Q:
67.0 ft
Parapet 2: 3 feet?
No
L__
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GC,i):
+-0.18
Topographical Factor (K.J:
1.0
Velocity Pressure Exposure
Coefficient (Kh):
1.35
Velocity Pressure (qh):
85.11 psf
End Zone (a):
6.7 ft
ASD Method:
P = 0.6w
lmma=��=M=�fflz
mm
- -
NOTES: Design is in accordance with ASCE 7-10 (ASD 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 PE from Engineering Express.
Results are based on contractor -supplied data and shall be field verified by others prior to use. selection & installation QIK
products shall be approved using these dimensions and pressures as verified by others. NN I
' C
10
Note: Foropeningsto be properly rated in Zone 4, no part of the opening shall bewithin 6.7 feet of any building cZmer.
This engineer has not field visited this locationand ifthiscannotbe clearly identified by others, the opening shall be
evaluated prior to installation ofaryfenestration. All other information provided above including mean roof helgla,
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of Xe-O
above terms, visit EngineeringExpress.com/wiki -10
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
44874 (043344-7011574074) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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