HomeMy WebLinkAboutAPPROVED TERRY CW DRAWINGS F
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Component & Cladding Wind loads
Prepared for Central Window Calculations by Seaside Engineers
Project: Peter Terry Residerce Certificate of Authorization No.32048
Location: 3920 N HWY A1A#904 4265 60th Covert
Hutchinson Island,Florida 32949-8542 Vero Beach,Florida 32967
Project ID: 115810 (722)202-8008 info@seasideen gin eers-com
Date: 12/14/2020 www.seasideengineers.com
Design Information
Risk Category II
Windspeed 160 mph
Exposure D
Int.Press.Coef.,GC,,(+/-) 0,18
a 9-00 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 caiculated 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) Zane or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
1 SGD 41.1 5 19-0131.19 51W 600 KM 50.1 -89.0 90.0 -110.0
2 SGD 96.2 5 19-0131,19 SEW 600 KM 46.2 -78.6 90.0 -110.0
3 SGD 0.8.9 5 19-0131.19 SIW 600 KM 0.9.3 -86.9 90.0 110.0
4 SGD 48.9 5 19-0131.19 51W 600 KM 49.3 -86.9 90.0 -110.0
5 SGD 64.2 5 19-0131.19 SIW 600 KM 48.0 -83.5 90.0 -110.0
6 SGD 48.9 5 19-0131.19 SIW 600 KM 49.3 -85.9 90.0 -110.0
7 HR Window 20.7 5 19-0131.08 SEW High Rise Storm Safe 53.2 -97,5 80.0 -110.0
$ HR Window 20.7 5 1 19-0131.08 SIW High Rise Storm Safe 53.2 -97.5 80.0 110.0
9 HR Window 20.7 5 19-0131,08 SIW High Rise Storm Safe 53.2 -97.5 80.0 -110.0
10 HR Window 40.8 5 19-0131.98 SiW High Rise Storm Safe 50.1 -89.1 80.0 -110.fl
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WALL: h Edward K Roske, PE
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