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HomeMy WebLinkAboutWINDLOADS EC�I n5Ky - Ai (�ICe V,s�Tr 44 l03 PS�� a ASCE 7-16 Design Wind Loads Wind speed V= 170 mph Exposure C aSySeL L5 easys2ais.corn For Wall Components & Cladding Ke= 1.0 /LSD Load Combination Coeff:0.6 Wind Pressures[psf]for use with Allowable Stress Design KA= 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 10sgft 15sgft 20sgft 25sgft 30sgft 35sgft 40sgft 50sgft 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 4 Zone 5 Zone 4 Zone 5 (Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner + + + + + + + + + + - + - + - + - + - + - 15 ft +37.8-41.0 +37.8-50.6 +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 +33.8-42.7 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 1 +35.2-38.4 +35.2-45.1 1 +34.9-38.1 +34.9-44.4 1 +34.3-37.6 +34.3-43.3 17 ft +38.8-42.1 1 +38.8-52.0 +37.8-41.1 1 +37.8-49.9 +37.1-40.3 1 +37.1-48.5 +36.5-39.8 +36.5-47.3 +36.0-39.3 +36.0-46.4 1 +35.6-38.9 1 +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 +36.51-47.0 +36.1-39.4 +36.1-46.2 +35.7-39.1 +35.7-45.5 +35.2-38.5 +35.2-44.4 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 +37.8-41.2 +37.8-49.0 +37.3-40.7 +37.3-48.0 +36.9-40.3 +36.9-47.2 +36.51-39.9 +36.5-46.5 +36.0-39.4 +36.0-45.4 22 ft +41.0 44.4 +41.0-54.9 +39.9 43.4 +39.9-52.7 +39.1 42.6 +39.1-51.2 +38.5 42.0 +38.5-50.0 +38.0 41.5 +38.0 49.0 +37.6 41.1 +37.6 48.2 +37.3 40.7 +37.3 47.5 +36.7 40.2 +36.7 46.3 24 ft +41.7 45.3 +41.7-55.9 +40.6 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 +38.7 49.9 +38.3 41.9 +38.3 49.1 +38.0 41.5 +38.0 48.4 +37.4 40.9 +37.4 d_475 25 ft +42.1-45.7 +42.1-56.4 +41.0-44.5 +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 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 1- +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 28 ft +43.1-46.8 +43.1-57.7 +420-456 +42.0-55.4 +41.2-44.8 +41.2-53.8 +40.5-44.2 +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 +38.6-42.2 +38.630 ft +43.7-47.4 +43.7-58.6 +42.6-06.3 +42.6-56.3 +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 +40.2-51.4 +39.8-43.5 +39.8-50.7 +39.2-42.9 +39.2 . 32 ft +44.3-48.1 +44.3-59.4 +43.2-46.9 +43.2-57.0 +42.3 46.1 +42.3-55.4 +41.7-45.4 +41.7-54.1 1 +41.2-44.9 +41.2-53.0 +40.7-44.5 +40.7-52.1 +40.3-44.1 +40.3-51.4 +39.7-43.5 +39.7 J-50.1 34 ft +44.9-48.7 +44.9-60.1 +43.747.5 +43.7-57.8 +42.946.7 +42.9-56.1 +42.246.0 +42.2-54.8 +41.7-45.5 +41.7-53.7 +41.2-45.1 +41.2-52.8 +40.91-44.7 +40.9-52.0 +40.2-44.0 +40.21-50.7 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 +42.51-46.3 +42.5-55.1 +42.0-45.8' +42.0-54.0 +41.5-45.3 +41.5-53.1 +41.11-44.9 +41.1-52.3 +40.5-44.3 +40.5 36ft +45.4-49.3 +45.4-60.8 +44.2-48.1 +44.2-58.5 +43.4-47.2 +43.4-56.8 +42.746.6 +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 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 1 +42.2-54.1 1 +41.8 45.7 +41.8-53.3 +41.2 45.1 +41.2-51.938 ft +46.0-49.9 +46.0- 40 ft +46.5-50.4 +46.5-62.2 +45.2-49.2 +45.2-59.8 +44.4 48.3 +44.4-58.0 +43.747.6 +43.7-56.7 +43.1-47.1 +43.1-55.6 +42.7-46.6 +42.7-54.6 +42.3-46.2 +42.3-53.8 +41.6-45.5 +41.6-52 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 +44.148.1 +44.1-57.3 1 +43.6-47.6 +43.6-56.2 +43.1-47.1 1 +43.1-55.2 +42.7-46.7 +42.7-54.4 +42.0-46.0 +42.0 44 ft +47.4-51.4 +47.4-63.5 +46.2 1-50.2 +46.2-61.0 +45.3-49.3 +45.3-59.2 +44.6 1-48.6 +44.6-57.8 +44.0-48.0 1 +44.0-56.7 +43.5-47.6 1 +43.5-55.8 +43.147.2 +43.1-54.9 +42.4-46.5 +42.4 45 ft +47.6-51.7 +47.6-63.8 +46.4-50.4 +46.4-61.3 +45.5-49.5 +45.5-59.5 +44.848.8 +44.8-58.1 +44.2-48.3 +44.2-57.0 +43.8-47.8 +43.8-56.0 +43.347.4 +43.3-55.2 +42.6-46.7 +42.6 . 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 +42.8-54.1 46 ft +47.9-51.9 +47.9-64.1 +46.61- 48 ft +48.3-52.4 +48.3-64.6 +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 +43.9-55.9 +43.2-47.3 1 +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 +45.2-49.3 +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 1 +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 +45.6-58.4 +45.2-49.4 +45.2-57.6 +44.5-48.7 +44.5-56.1 56ft +49.9-54.1 +49.9-66.8 +48.6-52.8 +48.6-64.2 +47.6-51.9 +47.6-62.3 +46.9-51.1 +46.9-60.8 +46.3-50.5 +46.3-59.7 +45.8-50.0 +45.8-58. +45.4-49.6 +45.4-57.8 +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 + 5:0 56.8 11 60 ft +50.6-54.9 +50.6-67.8 +49.3-53.6 +493-651 +48.3-52.6 +48.3-63.2 -51.9 +47.6-61.7 +47.0-51.3 +47.0-60.5 +46.5-50.8 1 +46.5-59.5 +46.0-50.3 +46.0-58.6 +45.3-49.6. +45.3-57.2 Ln •Design conforms to the Florida Building Code 7th Ed(2020). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5('Interior"and"corner"zones,respectively)are as shown torE:i1_ a a Valid only ith ngineer's LU .Tabulated design wind loads are based on ASCE 7-16 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 signature rai Ed seal I 0 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 lessZ •Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or4%of the least horizontal dimension.J 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`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,&below 1000'elev. Ug 12 21 C •This specification maybe 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, Eave Height LlJ 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 Z Design(ASD). roof slope 510•has been considered. represent a substantial hazard to human life In the event of failure. Mean Roof Ht Christian Langl ,PE j U •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted In table(effective wind area)Is equal to the •Design Is based on structure classification as Enclosed Bldg peak Heigh FL PE#67382 1 J C1#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. WALL ELEVATION 1200 N Federal Hwy,4200,Boca Raton,FL 33432 Copyright©2021 Easy Seals rev 08/21 Doc No.,AtUt.170C I1 I