HomeMy WebLinkAboutWind Loads CalculationComponent & Cladding Wind Loads
Prepared for Edwing's Unlimited Shutter Services
Calculations by Seaside Engineers
Project:
Joseph & Lorraine Golden Residence
Certificate of Authorization No.32048
RECEIVED
Location:
96505 Ocean Drive #401
4265 60th Court
Jensen Beach, FL34957
Vero Beach, Florida 32967
APR 6 g 7n2"
Project ID:
(722) 202-8008 Info@seasideengineem.mm
Date:
3/26/2020
www.seasideenaineers.com
Permitting Department
St. Lucie county
Design information
Risk Category
II
Windspeed
170 mph
Exposure D
Int. Press. Coef., GCo,(+/-) 0.18
a 5.00 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the 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 resultinR in ouestionable inteerity.
Florida
Product
Area
Approval N
Building Design
Product Design
ID
Opening Description
(sgft)
Zone
or NOA
Manufacturer
Model
Pressure(PSF)
Pressure(PSF)
1
Accordion Shutter
376.7
5
FLMI.2
ASSA
Bertha HV Blade 1
47.3
-73.4
120.0
1 -100.0
2
Accordian Shutter
94.7
5
FL389.2
ASSA
Bertha W Blade 1
54.9
-93.5
120.0
-100.0
3
Accordian Shutter
94.7
5
FL389.2
ASSA
Bertha HV Blade
54.9
-93.5
120.0
-100.0
File Copy
ROOF:
WALL
'9
i
No. 7
Edward K Roske, PE
March 26, 2020