HomeMy WebLinkAboutREVIEW COMMENTSThis item has been electronically signed and sealed
by Carlos E. Hernandez, P.E. using a digital
signature. Printed copies of this document are not
considered signed / sealed and the signature must
be verified on any electronic copies.
CH
PALM COAST SHUTTERS
CORNELIUS RESIDENCE
6030 INDRIO ROAD #6
FORT PIECE, FL 34951
SS-20-0338 15'
9/9/20
EM
2017
Calculated as per ASCE 7-10
Carlos E. Hernandez, P.E. FL#81309
-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 shown on calculations or drawings shall be engineered separately.
-Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation.
-Engineering drawings are checked for structural requirements 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
2020.10.0
7 11:49:43
-04'00'
ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100
PALM COAST SHUTTERS CORNELIES RESIDENCE
6030 INDRIO RD. #6
FORT PIECE, FL 34951
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
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
175
1.00
C
2
15.00
15.00
51.00
>10
With Impact Protection
9/9/2020 5:02:33 PM SS-20-0338
1 Accordion 85.00 16.72 0.96 0.96 -1.06 -1.32 0.18 -0.18 38.8 -42.2 38.8 -51.0
2 Accordion 111.00 28.52 0.92 0.92 -1.02 -1.24 0.18 -0.18 37.4 -40.8 37.4 -48.2
0.85 1.00 0.85 0.85
56.64 56.64
This item has been electronically signed and sealed by Carlos E. Hernandez, P.E. using a digital signature.
Printed copies of this document are not considered signed / sealed and the signature must be verified on any electronic copies.
10-7-2020