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HomeMy WebLinkAboutAPPROVED, EngineeringComponent & Cladding Wind loads Prepared for Central Window %N 114, Calculations by Seaside Engineers Project: Mastromonaco Residence ��� PR[) ' `• &0 / Certificate of Authorization No. 32048 Location: 3920NHWYA1A,#104 �� •••••E •••••• v�-�I� 4265 60th Court Vero Beach, FL `��` ••��C Na � % ' Vero Beach, Florida 32967 Project ID: 116305 i (722) 202-8008 info@seasideengineers.com Date: 10/14/2021 1 : No. 722 * _ www.seasideengineers.com 7f • • Design Information • • • ^ _ _- �) Risk Category II � .�A � $ E OF ! Windspeed 160 mph i l' • _ ., /.� r Exposure D .0 ��,(�•• �4 O R IV P• ��Z �" Int. Press. Coef., GC,,(+/-) 0.18 Enclosed / ts •••••• a 8.00 feet /i�`,NAi 11% %%X��`� 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. -- -- --- - - - ID Opening Description Area (sgft) Zone Florida Product Approval It or NOA Manufacturer Model Building Design Pressure (PSF) Pressur Productd108.5 1 HR Window- Dining Room 41.1 5 FL33619.1 Marvin Coastline 50.1 -89.0 80.0 2 SGD - Living Room OXO 96.2 5 FL33565.1 Marvin Coastline 600 KM 46.2 -78.6 80.0 3 SGD - Living Room OXO 47.3 5 FL33565.2 Marvin Coastline 600 KM 49.4 -87:3 90.0 4 SGD -Master Bedroom 48.3 5 FL33565.2 Marvin Coastline 600 KM 49.3 -87.1 90.0 0.6h� 2h l o i 1 ` ' 010� O 'ClOII 0.6h' I L-----J I ` O PLAN Flat roof, 9 s 7 degrees fie �"Fl�-dd�-IrlEwED FOR CODE COMPLIANCE ST. LU IE COUNTY BOCG l2l?z1:2Q J ® 7 ©T ®, � PLANN TOO "j—j` I a I PLAN Gable roof Hip roof Component & Cladding Wind loads Prepared for Central Window �� {{ // Calculations by Seaside Engineers Project: Mastromonaco Residence �N� Pad ' `. /qO �/� Certificate of Authorization No. 32048 Location: 3920NHWYA3A,#104 �� V'f•••••E ••••• v' �I 4265 60th Court Vero Beach, FL ��` �Q •••�,�C N S •• Vero Beach, Florida 32967 Project ID: 116305 �• • i (722)202-8008 Info@seasideengineers.com Date: 10/14/2022 1 i www.seasideengineers.com 7f • • Design Information + Risk Category II . E OF Windspeed 160 mph i • •• Exposure D �j ,(�•• �4 O R I O•:•• �\���` Int. Press. Coef., GCpi(+/-) 0.18 Enclosed �Of S •••••• Gi �� a 8.00 feet /i/S��NAi 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. ID Opening Description Area (sqft) Zone Florida Product Approval q or NOA Manufacturer Model Building Design Pressure (PSF) Product Design Pressure (PSF) 1 HRWindow- Dining Room 41.1 5 FL33619.1 Marvin Coastline 50.1 -89.0 80.0 -100.0 2 SGD - Living Room OXO 96.2 5 FL33565.1 Marvin Coastline 600 KM 46.2 -78.6 80.0 -80.0 3 ISGD - Living Room OXO 1 47.3 1 5 1 FL43565.2 IMarvin I Coastline 600 KM 49.4 -87.3 90.0 -108.5 4 SGD - Master Bedroom 48.3 5 FL33565.2 Marvin Coastline 600 KM 49.3 -87.1 90.0 -108.5 O.Gh ii(D; (D 10I0 I I I 0.6h I I 0.6h1 I I I L-----J I 3 Q PLAN Flat roof, 0 5 7 degrees a a a a I I I I I I ." I � 7 7 lal PLAN PLAN -��- Gable roof Hip roof