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HomeMy WebLinkAboutEngineering E ySeals / SCE 7-16 Design Wind Loads Wind speed v= 170 mph Exposure'C' �R For Wall Components �t Cladding I<e= 1.0 ASD Load Combination Coeff:0.6 easys2als.cocn P 9 �'��•'I rmittir �;� Wind Pressures[psf]for use with Allowable Stress Design KZ[= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18'e Eiudakl[6teEatle3.gt�. Triburary area at leaset90' e T�(tiuFahl 44 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 is sq ft L' 20 sc ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 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 4 Zone 5 Zone 4 Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner OUp to: + I - + I - + I - + I - + - + I - + - + I - + - + - + I - + I - + I - + I - + I - + - 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 +35.2-38.4 +35.2-45.1 +34.9-38. +34.9-44.4 +34.3-37.6 +34.3 43.3 V 17 ft +38.8-42.1 +38.8-52.0 +37.8-41.1 +37.8-49.9 +37.1-40.3 +37.1-48.5 +36.5-39.8 +36.5-47.3 +36.0-39.3 1 +36.0 46.4 +35.6-38.9 +35.6-45. 35. 3 +31.3-45.0 +34.7-38:0 +34.7-43.8 r 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 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- I tl C-39St Q36.5-46.5 +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. +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 +37.4-47.1 92 5 ft 2.1-45.7 +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 47.5 26 ft + 46.0 +42.4-56.8 -44.9 +41.3-54.6 +40.5-44.1 +40.5-53.0 + 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 +40.5-44.2 +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 +38.6-48.7 30 ft +43.7-47.4 1 +43.7-58.6 +42.6 46.3 +42.6-56.3 1 +41.8-45.5 1 +41.8-54.6 1 +41.1-44.8 +41.1-53.3 +40.6-44.3 +40.6-52.3 +40.2-43.9 +40.2-51.4 1 +39.8-43.5 +39.8-50.7 +39.2-42.9 +39.2-49.4 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 +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 +39.7-50.1 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 1 +41.7-45.5 +41.7-53.7 +41.2-45.1 +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 +40.5-51.0 36 ft +45.4-49.3 +45.4.-60.8 +44.2-48.1 +44.2-58.5 +43.4-47.2 +43.4-56.8 +42.7-46.6 +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 38 ft +46.0 49.9 +46.0-61.5 +44.8-48.6 1 +44.8-59.1 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 +45.2-59.8 +44.4-48.3 +44.4-58.0 +43.7-47.6 +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 +41.6-52.5 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 +42.7-46.7 +42.7-54.4 +42.0-46.0 +42.0-53.0 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 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 +44.8-48.8 +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 +46.6-50.6 +46.6-61.6 1 +45.7-49.8 1 +45.7-59.8 1 +45.0 49.1 +45.0-58.4 +44.4 A8.5 +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 48 ft +48.3-52.4 +48.3-64.6 +47.0-51.1 +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 +43.2-54.5 50 ft 1 +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 +49.1-65.7 +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 1 +47.4-51.7 +47.4-62.1 +46.7-50.9 +46.7-60.6 1 +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 56 ft +49.9-54.1 +49.9-66.8 +48.6-52.8 +48.6-64.2 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 +45.8-50.0 +45.8-58.7 +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 , Z.0--56.8 60 ft +50.6-54.9 +50.6_67.8 +49.3 +48.3-52.6 +48.3-63.2 +47.6-51.9 +47.6-61.74 -51.3 +47.0-60.5 + 6.5-50.8 + 6.5 46.0-50.3 +46.0-58.6 +45.3=49.6 +45.357.2[J1 •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 to ° ° Valid only ]th 'ngineer's •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 iw_ signature rai ed seal G components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or40%of the mean roof height,but never less Z •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than T-0"or4%of the least horizontal dimension. 4,Mrean i 5noted 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 theishall 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 3000'elev. eb-04 01 •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, 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 thatz Design(ASD). roof slope 5 10°has been considered, represent a substantial hazard to human life In the event of failure. Hoof Ht Christian Langle PE LL1 Referto the above-noted ASCE 7 standard for desert ttons and •Trlbuta Area noted fn table effective wind area Ise ual to the •Desi n is based on structure classification as Enclosed Bld PeakHeight U P Tributary ( ) q g g FL PE#67382 #31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. war i J=ON 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 Copyright©2021 Easy Seals rev 02 21 Doc No.A16LS.170C