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Component & Cladding Wind Loads 'C20
Prepared for Central Window Calculations by Seaside Eng y, Permitting
Project: Thomas Helma Residence Certificate of Authorization No.32048
Location: 3200 N ASA Apt 207 4265 60th Court
Hutchinson Island,FL 34949-8802 Vero Beach,Florida 32967
Project ID: 113384 (722)202-8008 Info@seasideengineers.com
Date: 2/13/2020 www.seasideenaineers.com
Design Information
Risk Category II
Windspeed 160 mph
Exposure D
Int.Press.Coef.,GC,,(+/-) 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 resulting in questionable integrity.
Florida
Product
Area Approval q Building Design Product Design
ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
1.0 SH Window-Kitchen 32.3 4 FL36177.1 CWS 8100-SH 39.9 -51.9 70.0 -70.0
2.0 SH Window-Guest Bedroom 6.5 4 FL16177.1 CWS 8100-SH 41.5 -53.4 70.0 -70.0
3.0 ISH Window-Master Bedroom 26.8 4 1 FL36177.1 CWS 8100-SH 40.5 -52.5 70.0 -70.0
4.0 SGD-Living Room 26.8 4 18-0201.12 Southeastern lAtlas 40.5 1 -52.5 1 _50 0 -75.0
3 �-; 3 s r -13 s __J s - tVP ��` PFD K. RO
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WALL: 1 5 h Edward K Roske,PE
1 February 13,2020
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