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HomeMy WebLinkAboutENGINEERINGENGINEERING EXPRESS ° 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads - Components and Cladding 6th Edition (2017) Florida Building Code Site Informatiion Owner: JUDITH LUKAS & DOUGLAS WRIGHT Wind Speed (V): 170 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE 7-10 CIL 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 12 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 61 ft. End Zone Distance (a): 6 ft. )aced in accordance with:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code © 2018 E-Tempest.com ID: stonntight-P6450 04/04/2018 Page 1 of 1 Design Wind Pressure (PMAx+. PMAX-): ASCE 7-10, Cit. 30.4.2130.6.2 h:560 ft. h>60 ft. Max Positive Pressure (PMAx+) PMAx+ = gh(ec GCppoG + GCpi) PMAx+ = gh(ec GCppm + GCo) Max Negative Pressure (PMAx-) PMAx- = gh(0c GCpneg - GCp) PMAx- = gh(Ac GCpneg - GCpi) Device CalculationSMSCE 7-10, Chapter 30, All Subsections # Size (W x H) Zone Elevation (ft) Area (ft2) Arear (ft2) KZ q= GCP+ GCP- PMaX+ (lb/ft2) PMaX-- (lb/ft2) 1 36 x 24 Int 7 6.00 3.00 0.85 53.38 1.0 -1.1 37.8 -41.0 2 36 x 49 Int 7 12.25 5.56 0.85 53.38 1.0 -1.1 37.3 -40.5 3 36 x 49 End 7 12.25 5.56 0.85 53.38 1.0 -1.4 37.3 -49.6 4 73 x 49 End 7 24.84 12.34 0.85 53.38 0.9 -1.3 35.6 -46.1 5 36 x 37 Int 7 9.25 3.17 0.85 53.38 1.0 -1.1 37.8 -41.0 6 36 x 24 Int 7 6.00 3.00 0.85 53.38 1.0 -1.1 37.8 -41.0 7 73 x 49 End 7 24.84 12.34 1 0.85 53.38 0.9 -1.3 35.6 -46.1 8 36 x 49 End 7 12.25 5.56 0.85 53.38 1.0 -1.4 7.3 -49.6 9 36 x 49 Int 7 12.25 5.56 0.85 53.38 1.0 1 -1.1 1 �57.3 oj -40.5 lc9b 1-43 ST LITC?L'r'nL-,NT3-7 BL1 REVIEWED FOR COMPi REVIEWE� B DATE U125 tl PLAINS AND PERMIT MI OR NO INSPECTION WI] 'BE KEPT ON JOB BE I<L4DE. 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' f0" f0 CO A iD• <—Im -> �mCn m 0 old JUDITH LUKAS S DOUGLAS WRIGHT cn m u o N° 5836 SUMMERFIELD CT 50F m s FORT PIERCE, FL 34982 W 1918 Corporate Drive T(b Boynton Beach, FL 33426 M® jfWINDOWS 't�(} / Fax 561-292 3562 Y Y' N D O Y y S Hi 1918 Corporate Drive Boynton Beach, FL 33426 Ph. 561-922-6747 Fax 561-292-3562 Property Information Building Information Owner: JUDITH LUKAS & DOUGLAS WRIGHT Wind Zone: 170 MPH. Address: 5836 SUMMERFIELD CT 50F Exposure Category: C FORT PIERCE, FL 34982 Minimum Building Dimension: 61 ft. Mean Roof Height: 12 ft. Risk Category: 11 Design Pressure Calculations Opening Number Location Zone Device Width (in) Device Height (in) Device Elevation (ft) Max Positive. IFMax Pressure (psf)_IL Negative Pressure (psf) 1 Int 36 24 7 37.8 -41.0 2 - -----.._..---- 3 Int .....__....._.._._ End 36 ..... _..-_....._.._................................. _............ - ........— 36 49 — 7 --------...._........ - --...........__............_..._...... 49 7 37.3 - - -- 37.3 -40.5 -.._...... _...... ..._._........_ -49.6 4 End 73 49 7 35.6 -46.1 5 --- ._.._.—._._...._._... 6 7 Int _ —- .............. .._....-- Int .._.......-----....--- ....._..__.-...- End 36 -..._...._._........-....--............... _... ......... ........................... 36 ........................ 73 _..... __.... _....... 37 7 ........;.........................._............._......_..._._..._.___..._._..................--- 24 7 .__......... .......................... - -- ......_..... --- 49 7 37.8 -----............_..............-.._-...-_....- 37.8 -- -------._._._._....---- 35.6 -41.0 ..._.........__....---.....---- -41.0 ............... _..... .......... -._....... .. -46.1 _ 8 - ._...__..._.._ 9 End Int 36 _....._._._....................._..__..._........._........_..........------..-�--- 36 49 7 _........................._...-___................ _.___-__.__._—..._.-............................__...._.-............................_.._...._.......__....._.._......_.....................-.........__........_....._ 49 7 _ 37.3 37.3 -49.6 _.. -40.5 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads -Components and Cladding. 61h Edition (2017) Florida Building Code. Page 1 of 1