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HomeMy WebLinkAboutAPPROVED 2101-0641 Stamped EngineeringbMVENC31NEERING EXPRESS CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-06N i (866)3%-9999 TEAMCENGiNEERINGE%PRESS.COM ENGINEERINGE7(PRESS.COM Wind Load Calculation ASCE 7.16 Ch 30 Wind Loads - Congonenn & Cladding 70, Edition (2020) Florida Building Code Site Information Owner: Fimiano. Frank Wind Speed (vul.T): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.16 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 icmre uuoirmnuon Risk Category: II Building Classification: Enclosed I or. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 30 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 6 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE7.16. Ch 30. Wind Loads - Components & Cladding 71h Edition (2020t Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is Vuv (ultimate) V.sn=sgrI0.6 a Veu) 0 2021 E-Tempest.. ID: odonnell-P12093 01/19/2021 Page 1 of 1 A Desi¢n Wind Pressure (PMAIl+, PNAx-): h:560 ft. h>60 Max Positive Pressure (PMAx+) PMAx+ = gh(9e GCppm + GCp) PMAx+ = gh(Bc GCppos + GCP) Max Negative Pressure (PMAx-) PMAx- = gh(9e GCpne9 - GCP) Phlm- = gh(9e GCpna9 - GCp) Device Calculations: ASCh 7-16. C'h,mter 70. all Snh.srrtions Size (W x H) _Zone Mx=ka- Elevation Area Area* (ft:) q= GCP+ GCP Pmm+ s Pm.- a (lb/ft') 1 36 x 37 Int 7 9.25 3.17 1.03 57.39 1.0 -1.1 45.8 -49.7 2 52 x 49 Int 7 17.69 6.26 1.03 57.39 1.0 -1.1 44.1 -48.0 3 52 x 49 Int 7 17.69 6.26 1.03 57.39 1.0 -1.1 44.1 -48.0 6 59 x 63 Int 7 25.81 9.19 1.03 57.39 0.9 -1.0 43.0 -46.9 8 66 x 24 Int 7 11.00 10.08 1.03 57.39 1.0 -1.1 45.6 -49.4 9 66 x 62 Int 1 7 28.42 1 10.08 1.03 1 57.39 0.9 1 -1.0 42.7 1 -46.6 10 66 x 24 Int 7 11.00 10.08 1.03 57.39 1.0 1 -1.1 45.6 -49.4 11 69 x 24 Int 7 11.50 11.02 1.03 57.39 1.0 -1.1 45.4 -49.3 12 69 x 62 Int 7 29.71 11.02 1.03 57.39 0.9 -1.0 42.6 -46.5 13 69 x 24 Int 7 11.50 11.02 1.03 57.39 1.0 -1.1 45.4 -49.3 14 69 x 24 Int 7 11.50 11.02 1.03 57.39 1.0 -1.1 45.4 -49.3 15 69 x 62 Int 7 29.71 11.02 1.03 57.39 0.9 -1.0 42.6 -46.5 16 1 69 x 24 Int 7 11.50 11.02 1 1.03 57.39 1.0 -1.1 45.4 -49.3 17 69 x 24 Int 7 it. 11.02 1.03 1 57.39 1.0 -1.1 45.4 -49.3 18 69 x 62 Int 7 29.71 11.02 1.03 57.39 0.9 1.0 42.6 46.5 19 69 x 24 Int 7 11.50 11.02 1.03 57.39 1.0 1.1 45.4 -49.3 20 37 x 24 Int 7 6.17 3.17 1.03 1 57.39 1.0 -1.1 45.8 1 -49.7 21 37 x 87 Int 7 22.3 5 1.03 57.39 0.9 -1.0 43.4 -47.3 FILE C;UNY aka- 6�jn t It to r BODE COMPLIANCE ST. L CIE COUNTY Richard Neel. P.E. [FL PE 864881 J 21 Gen ot.AWh p9e85; WITH ENGINEER SEAL VALID FOR (1) JOB ONLY