HomeMy WebLinkAboutSzlosek - Wind Loads eSEALProject:
Location:
Project ID:
Date:
Design Information
Risk Category 2
Windspeed 160 mph
Exposure D
Int. Press. Coef., GCpi(+/‐)0.18
a 5.50 feet
ID
Area
(sqft) Zone
Florida
Product
Approval #
or NOA Manufacturer Model
1 9.6 5 FL389.2 ASSA Bertha HV Accordian 44.4 ‐59.5 155.0 ‐115.0
2 95.3 5 FL389.2 ASSA Bertha HV Accordian 37.9 ‐46.5 155.0 ‐115.0
ROOF:
WALL:Edward K Roske, PE
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 resulting in questionable integrity.
Shutter
Certificate of Authorization No. 32048
4265 60th Court
Component & Cladding Wind Loads
Calculations by Seaside Engineers
4949 N HWY A1A Unit 192
Slosek Residence
Product Design
Pressure (PSF)
Shutter
Opening Description
Building Design
Pressure (PSF)
(722) 202‐8008 info@seasideengineers.com
Prepared for DVT Hurricane Shutters Inc
2/23/2021 www.seasideengineers.com
Fort Pierce, FL 34949 Vero Beach, Florida 32967
February 23, 2021
4 4
5
5
5
5 a
aa
a
h
3 2 3 323
2 1 2 212
3 2 3 323
a (typ
3
3 3
3
1
2
2 2
1
2
2 2
2 1 2 212
2
2
2
2
a (typ