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5051 N Hwy A1A APT# 17-3
5051 N Hwy A1A APT# 17-3
Hutchinson Island, FL 34949
Wind Loads Calculations
175'-0"
08/17/2021
AV
2020
Calculated as per ASCE 7-16
WIND LOADS CALCULATIONS FOR COMPONENTS AND CLADDINGS
Jalal Farooq, P.E. FL#81223
-Waterproofing is outside of the scope of this project.
Building Height (ft):
Project Phase:
-This document is not valid without the embossed seal of an engineer
employed by Al-Farooq Corporation. This document is void if used without
receiving required permits, if any.
-No portion of this document may be used or reproduced in any manner
unless authorized by signing professional.
Client:
Project Name:
Address:
Date:
Engineered By:
Checked By:
AFC Number:
Design Criteria:
i,Florida Building Code
ii, Wind Loads are
General Notes:
-Any deviations from conditions provided to prepare these calculations shall be engineered separately.
-Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation.
-PROJECT SCOPE INCLUDES WIND LOADS CALCULATIONS FOR COMPONENTS AND CLADDINGS ONLY
Additional Notes:
Disclaimer:
9360 Sunset Drive, Suite 220 | Miami, FL 33173 | T: 305.264.8100 | F: 305.262.6978 | www.afceng.com | alfarooq@afceng.com
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
EB C.A.N. #3538
21-0355
LR
This item has been electronically signed and sealed by Jalal Farooq on the date adjacent to the seal using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
ASCE 7-16 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, 9360 Sunset Dr Ste.220, Miami FL TEL:305-264-8100
Florida Secure
Windows & Doors
5051 N Hwy A1A APT# 17-3
Hutchinson Island, FL 34949
Wind Speed (mph)
Importance Factor
Exposure Category
Risk Category
Mean Roof Height [h] (ft)
Height Above Gnd. Level [z] (ft)
Horizontal Dimen. of Bldg. (ft)
Roof Slope (deg.)
Type of Building
Coefficient Kh Coefficient Kzt Coefficient Kz Coefficient Kd , Ke
Velocity Pressure Evaluated @z [qz] (lb/ft^2)Velocity Pressure Evaluated @h [qh] (lb/ft^2)
Mark Comp Type
Component Size
W (in) H (in) S (in) A ft^2
Gcp Coefficients
Z4+ Z5+ Z4- Z5-
Gcpi Coeff.
Pos Neg
Design Wind Pressures (lb/ft^2)
Z4+ Z4- Z5+ Z5- In Zone
Engineers Seal Engineers Name And Signature Design Date Design Reference Number
160
1.00
D
2
175.00
175.00
100.00
< 10
Enclosed
8/17/2021 3:10:31 PM AFC#21-0355
ALL 10.00 0.90 0.90 -0.90 -1.80 0.18 -0.18 57.0 -57.0 57.0 -104.6
1.58 1.00 1.58 0.85
88.01 88.01
Sealed: 8/19/2021