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HomeMy WebLinkAboutDESIGN WIND PRESSUREENGINEERING EXPRESS@ 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-W3 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florda, Building Code owner: SCHMITT. BOB Wind Speed (V): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.62 ASCE 7.10 0,30.3.1 labl, 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: H Building Classification: Enclosec Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Tbl, 26.11.1 Mean Roof Height (h): 200 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 60 ft. End Zone Distance (a): 6 ft. sued in axonardartm wftb:A5CE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code 0 2018 E-Tentpen.con: ID:foldingsltutter-PO9172018025NO301 12/21/2018 Page I of 1 Desi2n Wind Pressure (PMAX+, PMAX-): ASCE 7-10. Ch. 30.4.2130.6.2 h:560 it. h>60 ft-. Max Positive Pressure (PmAx+) PmAx+ = qh(Oc GCppos + G(::p) PmAx+ = qh(O. GCppos + GCi) Max Negative Pressure (PmAx-) PmAx- = qh(Oc GlOpneg - GCpi) PmAx- = qh(E)c GCpneg - GCpi) Device CalculationS:ASCE 7-10. Ciapter3O. All Subsections 0 J'. �z6rie�l� I E1&at16n:j1 ,�_,Arte�)�� qi GC,4! (ft2) (17/ft+F) �Ipt7ftl 677 x 96.75 End 7 6 1060.95 1.03 1 61.03 -1 . 0 1 32-3 -Q7 8 0 C) 0 \ \ \\\ �111HIIII, // / INN 0�\. M.. D/S .. .. ...... C) No PE82328 -0 -)3 Qf Z 0 STATF CE7 1" I;2018 TO AUTH#9M ��NaMD�sOR OmM �..aT.1..OVLuMNTAa��WutnUMTEDMD NVXDAMOUR eamFCJsO� VALID Customer: SCHMITT #1706 �IkOrder Number: 09172018026 N0301 Unit No. Wall Pressure 10paning Width 10pening Height I Shutter Width Shutter Height I Slat I Anchor 1 -67.8 677 96.75 677 96.75