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HomeMy WebLinkAboutDesign wind loads l; ASCE 7-10 Design Wind Loads wind speed V= 170 mph Exposure 'C' EaSySeOIS eas�Keals.com For Wall Components Ft Cladding ASD Load Combination Coefficient: 0.6 Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg GCPi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 140 sq 50 sq ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone C­ Zone 5 Zone 4 Zone 5 Height (Interior) Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner u to: + + + + - + - + - + - + - + - + - + - + - + - + - + - + - 15 ft +37.8-41.0 +37.81-50.6 +36.8-40.0 +36.8-48.6 +36.1-39.3 +36.1-47.2 +35.5,-38.7 +35.5-46.1 +35.1-38.3 +35.1-45.2 +34.7-37.9 +34.7-44.5 +34.4-37.6 +34.4-43.8 +33.8-37.0 +33.842.7 16 ft +38.3-41.6 +38.3-51.3 +37.3-40.5 +37.3-49.3 +36.6-39.8 +36.6-47.8 +36.0-39.3 +36.0-46.7 +35.6-38.8 +35.6-45.8 +35.2-38.4 +35.2-45.1 1 +34.9-38.1 +34.9-44.4 +34.3-37.6 +34.3-43.3 17 ft +38,8-42.1 +38.8-52.0 +37.8-41.1 1 +37.8-49.9 +37.1-40.3 +37.1-48.5 +36.5-39.8 +36.5-47.3 +36.0-39.3 +36.0-46.4 +35.6-38.9 +35.6-45.6 +35.3-38.6 1 +35.3-45.0 +34.7-38.0 +34.7-43.8 18 ft +39.3-42.6 +39.3-52.6 +38.2-41.6 +38.2-50.5 +37.5-40.8 +37.5-49.0 +36.9-40.3 +36.9-47.9 +36.5-39.8 +36.5-47.0 +36.1-39.4 +36.1-46.2 +35.7-39.1 +35.7-45.5 +35.2-38.5 +35.2-44.4 I I 20 ft +40.2-43.6 +40.2-53.8 +39.1-42.5 +39.1-51.7 +38.3-41.7 +38.3-50.1 +37.81-41.2 +37.8-49.0 +37.3-40.7 +37.3 48.0 +36.91-40.3 +36.9-47.2 +36.5-39.9 +36.5 46.5 +36.0-39.4 +36.0-45.4 22 ft +41.0-44.4 +41.01-54.9 +39.9-43.4 +39.9-52.7 +39.11-42.6 +39.11-51.2 +38.5-42.0 +38.5-50.0 +38.0-41.5 +38.0-49.0 +37.61-41.1 +37.6-48.2 +37.3-40.7 +37.3.47.5 +36.7-40.2 +36.7-46.3 24 ft 1 +41.7-45.3 +41.7-55.9 +40.6 1-44.2 +40.6-53.7 +39.8-43.4 +39.8-52.1 +39.2-42.8 +39.2-50.9 +38.7-42.3 +38.71-49.9 +38.3-41.9 +38.3-49.1 +38.0 41.5 +38.0 48.4 +37.41-40.9 +37.4-47.1 25 ft +42.1-45.7 +42.1-56.4 +41.01-44.5 1 +41.0-54.1 +40.2-43.8 +40.2-52.6 +39.6-43.1 +39.6-51.3 +39.1 42.6 +39.1-50.3 +38.7-42.2 +38.7-49.5 +38.3-41.9 +38.3 48.8 +37.7-41.3 +37.7-47.5 26 ft +42.4-46.0 +42.4-56.8 +41.3-44.9 +41.3-54.6 +40.5-44.1 +40.5-53.0 +39.9-43.5 +39.9-51.8 +39.4-43.0 +39.4-50.8 +39.0-42.6 +39.0-49.9 +38.6-42.2 +38.6-49.2 +38.0-41.6 +38.0-47.9 28 ft +43.1-46.8 +43.1-57.7 +42.0-45.6 +42.0-55.4 +41.2-44.8 +41.2-53.8 +40.51-44.2 +40.5-52.6 +40.0-43.7 +40.0-51.6 +39.6-43.2 +39.6-50.7 +39.2-42.9 +39.2-49.9 +38.61-42.2 +38.6-48.7 i I' +43.7 47.4" +43.7-58.6 +42.6 46.3- 2.6-56.3 +41.8 45.5 +41.8-54.6 +41.1 44.8 +41.1-53.3 +40.6 44.3 +40.6-52.3 +40.2 43.9 +40.2-51. +39. - +39.8-50.7 +39.2 42.9 +39.2-49.4 32 ft +443-48.1 +44.3-59.4 +4 . 46.9 +43.2-57.0 +42.3-46.1 +42.3-55.4 +41.7-45.4 +41.7-54.1 +41.2-44.9 +41.2-53.0 +40.7-44.5 +40.7-52.1 +40. -44.1 +40.3-51.4 +39.7-43.5 +39.7-50.1 34 ft +44.9-48.7 +44.9-60.1 +43.7-47.5 +43.7-57.8 +42.9-46.7 +42.9-56.1 +42.2-46.0 +42.2-54.8 +41.7-45.5 +41.7-53.7 +41.245.1 +41.2-52.8 +40.9-44.7 +40.9-52.0 +40.2-44.0 +40.2-50.7 35 ft +45.2-49.0 +45.2-60.5 +44.0-47.8 +44.0-58.1 +43.1-47.0 +43.1-56.4 +42.5-46.3 +42.5-55.1 +42.0-45.8 +42.0-54.0 +41.5-45.3 +41.5-53.1 +41.1-44.9 +41.1-52.3 +40.5-44.3 +40.51-51.0 I 36 ft +45.4-49.3 +45.4-60.8 +44.21-48.1 +44.2-58.5 +43.4-47.2 +43.4-56.8 +42.71-46.6 +42.7-55.4 +42.2-46.1 +42.2-54.4 +41.7-45.6 +41.7-53.4 +41.3-45.2 +41.3-52.7 +40.7-44.5 +40.7-51.3 I 38 ft +46.0-49.9 +46.0-61.5 +44.8-48.6 +44.8-59.1 +43.9-47.8 +43.9-57.4 +43.2-47.1 +43.2-56.1 +42.7-46.6 +42.7-55.0 +42.2-46.1 +42.2-54.1 +41.8-45.7 +41.8-53.3 +41.2-45.1 +41.2-51.9 40 ft +46.5-50.4 +46.5-62.2 +45.2-49.2 +45.21-59.8 +44.4-48.3 +44.4-58.0 +43.7-47.6 +43.7-56.7 +43.11-47.1 +43.1-55.6 +42.71-46.6 +42.7-54.6 +42.3-46.2 +42.3-53.8 +41.6-45.5 +41.6-52.5 42 ft '+46.9-50.9 +46.9-62.9 +45.7-49.7 +45.7-60.4 +44.8-48.8 +44.8-58.6 +44.1-48.1 +44.1-57.3 +43.6-47.6 +43.6-56.2 +43.1-47.1 +43.1-55.2 +42.71-46.7 +42.7-54.4 +42.0-46.0 +42.0-53.0 I 44 ft +47.4-51.4 +47.4-63.5 +46.2-50.2 +46.2-61.0 +45.3-49.3 +45.3-59.2 +44.6-48.6 +44.6-57.8 +44.0-48.0 +44.0-56.7 +43.5-47.6 +43.5-55.8 +43.1-47.2 +43.1-54.9 +42.4-46.5 +42.4-53.6 i1 45 ft +47.6-51.7 +47.6-63.8 +46.41-50.4 +46.4-61.3 +45.51-49.5 +45.5-59.5 +44.81-48.8 +44.8-58.1 +44.2-48.3 +44.2-57.0 +43.8-47.8 +43.8-56.0 +43.3-47.4 +43.3-55.2 +42.6-46.7 +42.6-53.8 46 ft +47.9-51.9 +47.9-64.1 +46.61-50.6 +46.6-61.6 +45.7-49.8 +45.7-59.8 +45.0-49.1 +45.0-58.4 +44.4-48.5 +44.4-57.2 +44.0-48.0 +44.0-56.3 +43.5-47.6 +43.5-55.4 +42.8-46.9 +42.8754.1 48 ft +48.3-52.4 +48.31-64.6 +47.01-51.1 +47.0-62.1 +46.1-50.2 +46.1-60.3 +45.4-49.5 +45.4-58.9 +44.8-48.9 +44.8-57.8 +44.4-48.4 +44.4-56.8 +43.9-48.0 +43.91-55.9 +43.2-47.3 +43.2-54.5 50 ft +48.7-52.8 +48.7-65.2 +47.4-51.5 +47.4-62.6 +46.5-50.6 +46.5-60.8 +45.8-49.9 +45.8-59.4 +45.21-49.3 +45.2-58.3 +44.7-48.9 +44.7-57.3 +44.3-48.4 +44.3-56.4 +43.6-47.7 +43.6-55,0 52 ft +49.1-53.3 +49.11-65.7 +47.8-52.0 +47.8-63.2 +46.9-51.1 +46.9-61.3 +46.2-50.3 +46.2-59.9 +45.6-49.8 +45.6-58.7 +45.1-49.3 +45.1-57.8 +44.7-48.8 +44.7-56.9 +44.0-48.1 +44.0-55.5 54 ft +49.5-53.7 +49.5-66.3 +48.2-52.4 +48.2-63.7 +47.3-51.5 +47.3-61.8 +46.5-50.7 +46.5-60.4 +46.0-50.2 +46.0-59.2 +45.5-49.7 +45.5-58.2 +45.0-49.2 +45.0-57.4 +44.3-48.5. +44.3-55.9 55 ft +49.7-53.9 +49.7-66.5 +48.4-52.6 +48.4-63.9 +47.4-51.7 +47.4-62.1 +46.7-50.9 +46.7-60.6 +46.1-50.3 +46.1-59.4 +45.6-49.9 +45.61-58.4 +45.2-49.4 +45.2-57.6 +44.5-48.7 +44.5-56.1 56 ft +49.9-54.1 +49.9-66.8 +48.6-52.8 1 +48.61-64.2 1 +47.6-51.9 +47.6-62.3 +46.9-51.1 +46.9-60.8 +46.3-50.5 +46.3-59.7 1 +45.8 +44.7 48.9 +44.7-56.3 58 ft +50.2-54.5 +50.2-67.3 +48.9-53.2 +48.9-64.6 +48.0-52.2 +48.0-62.7 +47.3-51.5 +47.3-61.3 +46.7-50.9 +46.7-60.1 +46.2-50.4 +46.2-59.1 +45.7-50.0 +45.7-58.2 +45.0 49.2 +45.0-56.8 60 ft +50.6-54.9 +50.6-67.8 +49.3-53.6 +49.3-65.1 +48.3-52.6 +48.3-63.2 +47.6-51.9 +47.6-61.7 +47.0-51.3 +47.0-60.5 +46.5-50.8 +46.5-59.5 +46.0-50.3 +46.0-58.6 +45.3 49.6 +45.3-57.2 • L. U-1 •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above Is ultimate design wind speed(3-second gust). •Zones 4&5("Interior"and"corner"zones,respectively)are as shown to a a Valid only wi 'en ineer's i! uL •Tabulated design wind loads are based on ASCE 7-10 specifications for •Plus(+)&minus(-)signs signify pressures acting toward and away from the right,where the dimension"a"Is the minimum of 10%of the building's Osignature rais seal I' components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less i i Z •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than V-O"or 4%of the least horizontal dimension. 6 Irene noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be used for roof angle •This specification is valid only for use with structures NOT located in the 4 5 `f shall be verified by the contractor&building official prior to construction. less than or equal to 10°.Round up to values shown upper one-half of an Isolated hill,ridge or escarpment. - _ Dec 1 •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category, ZISave Height 'I separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures that Mean Roof Ht Christian Lan I PE L1J Design(ASD). roof slope 510°has been considered. represent a substantial hazard to human life in the event of failure. g Y . •-Refer to the above-noted ASCE 7 standard for descrl tions and •Tribute Area noted in table(effective wind area Ise equal to the •Design Is based on structure classification as Enclosed Bldg Peak Height U p Tributary ) q g g FL PE#67382 #31124 def,r,K;ns of all design criteria. minimum of(height x width)or[ht x ht/3].Round down to values shown. wm ci FvnnoN ' 1200 Nredera'Hwy,azoo,Boca Raton,FL 33432 "File ®PY Copyright©2019 Easy Seals rev 1219 Doc No.AlOLS.170C