HomeMy WebLinkAboutDisanto drawings pages 1-2AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
Client: Precision Garage Door Date: 1/28/21
Project Name: 3702 N Hwy AlA #403 Engineered By: SMA
Address: 3702 N Hwy AlA #403 Checked By:
Vero Beach, FL 32963
Project Phase:
AFC Number: SS-21-0034 Building Height (ft): 15'
Design Criteria:
i, Florida Building Code 2020
ii, Wind Loads are Calculated as per ASCE 7-16
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:
9' X 8' GARAGE DOOR
This item has been electronically signed and sealed by Carlos E. Hernandez 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.
Disclaimer:
-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.
-Waterproofing is outside of the scope of this project.
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Carlos E. Hernandez, P.E. FL#81309
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9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com
Precision Garage Door
Coefficient Kh 1.03
Velocity Pressure Evaluated @z (qz] (Ib/ft^2)
3702 N Hwy A1A #403
Vero Beach, FL 32963
Coefficient Kzt
1.00
64.77
Wind Speed (mph)
170
Importance Factor
1.00
Exposure Category
D
Risk Category
2
Coefficient Kz 1.03
Velocity Pressure Evaluated @h [qh] (Ib/ft^2)
can Roof Height [h] (ft) 15.00
Bight Above Gnd. Level [z] (ft) 15.00
crizontal Dimen. of Bldg. (ft) 102.00
cof Slope (deg.) >10
ipe of Building With Impact Protection
Coefficient Kd 0.85
64.77
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 (Ib/ft^2)
Z4+ Z4- Z5+ Z5- In Zone
GD Garage Door
108.00 27.00
0.92 0.92 -1.02 -1.25
0.18 -0.18
42.9 -46.8 42.9 -55.5
ASCE 7-16 WIND LOADS ON COI p, ON6#/TS AND CLADDING : AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100
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No. 81309
Engineers Sea_3 * `� i *:Engineers Name And Signature Design Date Design Reference Number
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