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HomeMy WebLinkAboutDESIGN WIND PRESSUREebENGINEERING -( EXPRESS& 160 SW 12th AVENUE, #10 DEERFIELD BEACH, FL 3344�scclveo PH: (954) 354-0660 FAX: (954) 354-0 1 WWW.ENGEXP.COM 6?C 282010 � '.. XXT-A �-oo,- 1D..- D-A-1- A Q�17 7 7A rh 7n d ?nn A 9 t.K' FMax Positive Pressure (PmAx+) PmAx+ = qh(E)a GCppos + Gro) PmAx+ = qh(O. GlOppos + GCPI) IMax Negative Pressure (PmAx-) PmAx- = qh(O. GCpneg - M) PMAX- = qh(Oc GCpn - GCPI) Wind Load Calculatiftrunitting Departme evice Calculations:ASCE 7-10, Chapter31), All Subsections ASCE7-10 Ch 30 Wind Loads - Componego"Cle Covnty 1-1 11�v'�- -", Cladding - ize, z 4:2 6th Edition (2017) Florida Building Code - p - W-4 Site Information owner: Wayne Atteberty Wind Speed (V): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kb): 1.16 ASCE 7-10 01.303.1 TMe 303-1 Directionality, Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. pressure Coef. (GCpi): 0.18 ASCE7.10n,bl'XII-I Mean Roof Height (h): 30 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 3 ft. End Zone Distance is): 3 ft. aared in accordanoewithASCE740. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code Q 2018 E-Teinpest.com ID: odonnell-P5724 1211912018 Page 1 of I f Af 'z q 1 37 x 51 Int 7 13.10 6.02 1.03 64.79 1.0 -1.1 50.8 -55.2 2 37 x 51 Int 7 13.10 16.02 1.03 64.79 1.0 -1.1 50.8 -55.2 3 72 x 85 Int 7 42-50 5-�R 64.79 0.9 -1.0 46.9 -51.3 4 72 x 85 Int 7 42.50 i�00333-- 64.79 0.9 -1.0 46.9 -51.3 § L4 � §1 Int 7 26.21 12.6 1.03 64.79 0.9 -1.0 48.5 -52.9 1 6 1 60 x 51 7 21.25 1:23 4 :05�-1.0 1 492 -531,6 7 61 x 63 7 26.69 1 05 6 :1799 1 0.9 1 -1.0 1 48N:� OL 0 U LU LL LO LLI < DO ft coo I coz V iwzzm z 0 0 L) I i Zuj� cal-3j. 2-R; L to LLI 00 0 z 0 0 Lu 4Z 0 0 Lu in Z TnOV)L < un 0 0 o 0 t� uj CL U7: ", V1 �io -V ce 0� LU Z 0 0 Lu 0 0 uJ 0 W De �Cni i f D-I& 0 Lu LL1 . tn 0 tiz LU EA C 1�� i-- Uj Lu C'P in N PE82328 6iRT 6F Ar WIT THRAISaD _=EAL �- I VALID FORJ��JOBONL�