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ALmFAROOQ CORPORATION
® CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
Client: PALM COAST SHUTTERS Date: Oct 28,2015
Project Name: SOULE,LISA _ Engineered By:SA
Project Desc.: 4180 N HWY AIA PH 1-B Checked By:
N HUTCHINSON,FL 34949
SITE.SPECIFIC WINDLOADS
AFC Number: 16292-977 : Building Height(ft.) : 120
Design Criteria:
i, Florida Building Code 2014
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 unless called during installation.
i
-Engineering drawings are checked for structural requirements only.
Additional Notes:
-BUILDING ROOF TYPE:FLAT
RISK CATEGORY.-2
Disclaimer:
-This document is not valid without the embossed seal of an engineer
employed by AI-Farooq Corporation.
-No portion of this document may be used or reproduced in any manner. 112015IFL#
Unless authorized by signingprofessional Javad Ahmad,P.E. 70592
EB C.A.N.#3538
1235 SW 871h Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afeeng.com I alfarooq@afceng.com
PALM COAST SHUTTERS SOULE,LISA Wind Speed(mph) 160 Mean Roof Height[h]O h ft 120.00 R'
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4180 N HWYAIA PH 1-B Importance Factor 1.00 Height Above Gnd.Level[z](ft) 10.00
N HUTCHINSON,FL 34949 Exposure Category p Horizontal Dimen. of Bldg. (ft) 102.00
Risk Category 2 Roof Slope(deg.) < 10
Type of Building With Impact Protection
Coefficient Kh 1,4.8 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85
Velocity Pressure Evaluated @z(qz](Ib/ft^2) 57,38 Velocity Pressure Evaluated @h[qh](Ib/ft^2) 82.44
Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2)
Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone
1 ROLLUP SHUTTER 10.40 0.90 0.90 -0.90 -1.80 0.18 -0.18 50.7 -53.4 50.7 -97.9 Z5
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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
.10/28/2015.11:58:07 AM 16292-977