HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADSComponent & Cladding Wind Loads
Prepared for Jensen Beach Aluminum
Calculations by Seaside Engineers
Project:
Sisler.gcsidenc
Certificate of Authorization No. 32048
Location:
50-S.Ac 've-f7 6
4265 60th Court
asen.eeazh,. orida
Vero Beach, Florida 32967
Project ID:
(722)202-8008 Info@seasideengineers.com
Date:
11/19/2019
www.seasldeenaineem.com
Design Information
Risk Category (111111? SCANNED
Windspeed W=h By
Exposure (2W L St. 1 uC(
Int. Press. Coef., GC,,(+/-) p^- e County
a 6.50 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule forthe Florida Approved Product(s) or NOA used on this Job. The
contractor is responsible to ensure the use of the proper material, reinforcement, components, etc. to meet the indicated pressure per the product approval
engineering document The contractor is responsible to verify the component is in the appropriate zone using the "a" dimension shown above and diagrams shown
below. The building pressures are calculated using the Allowable Stress Design. Contact Seaside Engineers Immediately if the substrate at the attachment locations
appears to have deterioration, abnormalities, damage, or other conditions resulting in questionable Integrity.
Florida
Product
Area
Approval#
Building Design
Product Design
ID
Opening Description
(sgft)
Zone
or NOA
Manufacturer
Model
Pressure -(PSF)
Pressure(PSF)
51!01
Mc—ccFan Shutier�
448.8
5
FL1850.2
ASSA
Bertha HV
47,91 K-72:
11S.0llf1'$.0
ROOF:
WALL:
FILE COPY
R E W ED OR
CODE COMPLIANCE
ST. LUCIE COlp9Nff4p
EOCC
opYltill JJJIII/
�``�Q••••v`G EN g�•,••�f� ��i
No. 72228 _
• EOF
Edward K Roske, PE
November 19, 2019