HomeMy WebLinkAboutPROJECT INFORMATIONa�
RECEIVED
SC NNSD
JUN 2 6 2019 St. By
® LucieCounti-
ST. Lucie county, Permltting
vo®ALPoFAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
Client: Palm Coast Shutter Date: Jun 18, 2019
Project Name: Prodim USA Engineered By: SMA
Project Desc.: 7454 Commercial Cir Checked By:yl
Fort Pierce, FL 34951
AFC Number: 19-0400 Building Height (ft.) : 18'
Design Criteria:
i, Florida Building Code 2017
ii, Wind Loads are calculated as per ASCE 7-10.
General Notes:
- Any deviations from conditions shown on calculations or drawings shall be engineered separately.
- AI-Farooq Corporation will not provide a letter of compliance / inspection report called during installation.
- Engineering drawings are checked for structural requirements only. ���
Additional Notes: IEWED FOR
- Site Specific Windloads
Disclaimer:
- This document is not valid without the embossed seal of an engineer
employed by Al-Farooq Corporation.
- No portion of this document may be used or reproduced in any manner.
Unless authorized by signing professional
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC EA-
JUN g
Javad Ahmad, P.E. FL# 70592
EB C.A.N.#3538
9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa(aafcene.com
Palm Coast Shutter
Prodim USA
7454 Commercial Cir
Fort Pierce, FL 34951
Coefficient Kh 0.88 I I Coefficient Kzt
Velocity Pressure Evaluated @z (qz] (lb/f A2)
Wind Speed (mph) 170
Mean Roof Height [h] (ff) 18.00
Importance Factor 1.00
Height Above Gnd. Level (z] (ff) 18.00
Exposure Category C
Horizontal Dimen. of Bldg. (tt) 102.00
Risk Category 2
Roof Slope (deg.) < 10
Type of Building With Impact Protection
1.00
Coefficient Kz 0.88
Coefficient Kd 0.85
i34]
Velocity Pressure Evaluated @h [qh] (Ib/It^2) 55.34
Component Size
Gcp Coefficients
Gcpi Coeff.
Design Wind Pressures (Ib/ft42)
Mark
Comp Type
W (in) H (in) S (in)
A f A2
Z4+
Z5+
Z4-
Z5-
Pos
Neg
Z4+
Z4-
Z5+
Z5- In Zone
1
Accordion
78.50
14.26
0.88
0.88
-0.97
-1.21
0.18
-0.18
35.0
-38.0
36.0
46.2
2
Accordion
46.00
4.90
0.90
0.90
-0.99
-1.26
0.18
-0.18
35.9
38.8
35.9
47.8
3
Accordion
46.00
4.90
0.90
0.90
-0.99
-1.26
0.18
-0.18
35.9
-38.8
35.9
47.8
4
Accordion
276.80
177.36
0.70
0.70
-0.79
-0.86
0.18
-0.18
29.3
-32.3
29.3
34.6
5
Accordion
91.50
19.38
0.85
0.85
-0.94
-1.17
0.18
-0.18
34.3
37.3
34.3
44.8
00
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C
w 0
0 9M
n r
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Z
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ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100
Engineers Seal Engineers Name And Signature Design Date Design Reference Number
6/19/2019 3:23:46 PM SS-19-0400