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HomeMy WebLinkAboutEngineering File copy File r. Component & Cladding Wind loads ,,��i�n►►►,,� ?pared for Edwing's Unlimited Shutter Services `%% ///' Calculations by Seaside Engineers Project:Cikanek Residence ���_A`PF1D '`• ,qo /// Certificate of Authorization No.32048 Location:9600 S Ocean Drive#1505 `�� V'•f•••••.•••••• 4265 60th Court Jensen Beach,FL �� �Q•• \,�G N S�•• /j Vero Beach,Florida 32967 Project ID: �• •• i (722)202-8008 info@seasideengineer!.com Date: 2/4/2022 1 i N�' 22 i l www.seasideengineers.com 7C • 7C Design Information • Risk Category II •• ST OF �• (� Windspeed 170 mph Q •• P • Exposure D //j/��••••4 0 R:V•••• Int.Press.Coef.,GCpl(+/-) 0.18 Enclosed A'^ a 6.50 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 s 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 itress Design. Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in c uestionable integrity. Florida Product Area Approval it or Building Design Pr duct Design ID Opening Description (sgft) Zone NOA Manufacturer Model pressure(PSF) Pr ssure(PSF) 1 Shutter 24.1 4 FL389.2 ASSA Berth HV Blade 1 60.1 60.5 20 .0 -155.0 2 Shutter 24.1 4 FL389.2 ASSA Berth HV Blade 1 60.1 -60.5 20�.0 -155.0 3 0 0.6h � 1 "I 1 � a I a 0.2h I r I Oz i01 ' 1) 101 i D q QI I 0, QI IQu ®� O 1©Oh r aQ I© g h I I I I I I I I I 06h I I I I 1 �• •. I C a I I 0.6h1 I I I I I l i ♦I 0 O I L-----J h 1---- —___I I I I I n 7 ® 3 O { $ 'Ia PLAN PLAN PLAN T ,�41 a. Flat roof,0<_7 degrees Gable roof Hip roof �� �c