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HomeMy WebLinkAboutWALL COMPONENTS & CLADDING {t /ASCE 7-16 Design Wind Loads. wind speed v= 170 mph Exposure'D' Easy Seats For Wall Components �r Cladding �, Ke i:o ASD Load Combination CoefF:0.6 it easyseals.com Wind Pressures[psf]for use with AlloWabie Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg . GCpi= 0.18 'P Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Tribura,ry;area at least Tribu area at�least Triburary area at least Triburary area at least Mean 1054 ft 15 sq ft 20 sq fl 25 sq ft 30 sq ft 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 Cornen Interior Corner Interior Corner u to: + + + + + - + - + - + + - + - + + + - + - + - + - 15 ft +45.9 49.8 +45.9-61.4 +44.7 48.5 +44.7-59.0 +43.8 47.7 +43.8-57.3 +43.1-47.0 +43.1-56.0 +42.6-46.5 +42.6-54.9 +42.1 46. +42. -53 9 +41.7 45:6 +41.7-53.2 +41.1 45.0 +41.1 .51.8 16ft +46.4-50.3 +46.4-62.1 +45.2-49.1 +45.2-59.7 +44.3-48.2 +44.3-57.9 +43.6-47.6 +43.6-56.6 +43.1-47.0 +43.1-55.5 +42.6-4 +42. 354.6- +42.2-46.1 +42.2-53.8 +41.5-45.5 +41.5-52.4 17 ft .+46.9-50.9 +46.9-62.8 +45.6-49.6 +45.6-60.3 +44.8-48.7 +44.8-58.5 +44.1-48.1 +44.1-57.2 +43.5-47.5 +43.5=56.1 +43.1-47.0 +4 -55.1 +42.7-46.6 +42.7-54.3 +42.0-45.9 +42.0-53.0 18 ft +47.3-51.4 +47.3-6.3.4 +46.1-50.1 +46.1-60.9 +45.2-49.2 +45.2-59.1 +44.5-48.5 +44.5-57.8 +44.0-48.0 +44.0-56.6 +43.5-47.5 4V-55.7 +43.1-47.1 +43.1-54.9 +42.4-46.4 +42.4-53.5 20 ft +48.2-52.3 +48.2-64.6 +47.0-51.0 +47.0-62.0 +46.1-50.1 +46.1-60.2 +45.4-49.4 +45.4-58.8 +44.8-48.9 +44.8-57.7 +44.3-48.4 1 .+44.3-56.7 +43.9-48.0 +43.9-55.9 +43.2-47.3 +43.2'-54.5 22 ft +49.0-53.2 +49.0-65.6 f47.7-51.9 +47.7-63.1 +46.8-51.0 +46.8-61.2 1 +46.1-50.3 +46.1-59.8 +45.5-49.7 +45.5-58.6 +45.0-49.2 +45.0-57.7 +44.6-48.8 +44.6-56.8 +43.9 48.1 +43.9-55.4 24 ft +49.8-54.0 +49.8-66.6 +48.5-52.7, +48.5-64.0 +47.5-51:8 +47.5=62.2 446.8:51.0 +46.8-60.7 +46.2-50.4 +46.2-59.5 +45.7-49.9 +45.7-58.5 +45.3-49.5 +45.3-57.7 +44:6-48.8 +44.6-56.2 ' 25 ft +50.1-54.4 +50.1-67.1 +48.8-53.1 +48.8-64.5 +47.9-52:1 +47.9-62.6 +47.1-51.4 +47.1-61.2 +46.6-50.8 +46.6-60.0 +46.0-50.3 +46.0-59.0 +45.6-49.9 +45.6-58.1 +44.9-49.1 +44.9-56.6 26 ft +50.5 754.8 +50.5-67.6, +49.1-53.4 +49:1-64.9 +48.2-52.5 +48.2-63.0 +47.5-51.7 +47.5-61.6 +46.9-51.1 +46.9-60.4 +46.4-50.6 +46.4-59.4 +45.9-50.2 +45.9-58.5 +45.2-49.5 +45.2-57.0 28 ft +51.1-55.5 +51.1-68.5 +49.8-54.1 +49.8-65.8 +48.8:53.2 +48.8-63.9 +48.1­52.4 +48.1-62.4 +47.5-51.8 +47.5-61.2 +47.0-51.3 +47.0-60.1 +46.5-50.9 +46.5-59.2 +45.8-50.1 +45.8-57.8 30'ft +51.7-56.1 +51.7-69.3 +50.4-54.8 +50.4=166,6. +49.4-53.8 +49.4-64.6 +48.7-53.0 +48:7-63.1 +48.1-52.4 +48.1-6169 +47.5-51.9 +47.5-66.9 +47.1-51.5 +47.1-60.0 +46.3-50.7 +46.3-58.5 32 ft +52.3-56.8 +52.3-70.1 +51.0-55.4 +51.0-67:3 '+50.0-54.4 +50.0-65.4 +49.2 r53.6 1.+49.2-63.8 +48.6-53.0 +48.6-62.6 +48.1-52.5. +48.1-61.5 +47.6-52.0 +47.6-60.6 +46.9-51.3 +46.9-59.1 34 ft +52.9-57:4 +52.9-70.8 +51.5-56.0 +51.5-68.0 +50.5-55.0 '+50.5-66.0 +49.1-54.2 +49.7-64.5 +49.1-53.6 +49.1-63.3 "+48,6-53.1 .+48.6-62.2 +48.1-52.6 +48.1-61.3 +47.4-51.8 +47.4-59.7 35 ft +53.2-57.7, +53.2-71.2 +51.8-56.3 +51.8-68.4 +50.8-55.3 +50.8-66.4 +50.0-54.5 +50.0-64.8 +49:4-53.9.. +49.4-63.6 +48.8=53.3- +48.8-62.5 +48.4-52.9 +48.4-61.6 +47.6-52.1 +47.6 36 ft +53.4-57.9 +53.4-71.5 +52.0-56.5 +52.0-68.7 +51.0-55.5 +51.0-66.7 +50.2-54.8 +50.2-65.2 +49.6 754:1' +49.6-63.9 +49.1-53.6 +49.1-62.8`.' +48.6-53.1 +48.6-61.9 +47.8-52.4 1 +47.8-60.3 38 ft +53.9-58.5 . +53.9-72.2 +52.5-57.1 +52.5-69.4 +51.5-56.1 +51:5=67.3 +50.7-55.3 +50.7-65.8 +50.1-54.6 +50.1-64.5 +49.5 754.1 .+49.5-63.4 +49.1-53.6 +49.1-62.5 +48.3-52.8 +48.3-60.9 40 ft +54.4-59.0 +54.4-72.8 +53.0-57.6 +53.0-70.0 +51.9,-56.6 +51.9,-67.9 +51.2-55.8- +51.2-66.4 +50.5-55.1 +50.5-65.1 +50.6-54.6 +50.0-64.0 +4.9.5-54.1 +49.5-63.0 +48.7-53.3 +48.7-61.5 +51.6 66.9 +50.9 -64.5 42 ft +54.9-59.5 +54.9-73.5 +53.4-58.1 +53.4-70.6 +52.4-57.0 +51.6-56.2. 9.1-62.0 44 ft +55.3-60.0 +55.3-74.1•. +53.9-58.5. +53.9-71.1 +52.8-57.5 +52.8-69.1 +52.0=56.7 +52.0-67.5 +51.4-56.0 +51.4-66.2 +50.8-55.5 -+50.8-65:1 ,+50.3-55.0 1 +50.3-64.1 +49.5-54.2 +49.5=62.5 45 ft +55.5-60.2 +55.5-74.3. +54.1-58.8 1 +54.1-71.4 +53.0-57.7 1 +53.0-69.3 +52.2-56.9 +52.2-67.7' +51.6-563 1 +51.6-66.4 +51.0-55.7 +51.0-65.3 +50.5-55.2 +50.5-64.3 +49.7-54.4 +49.7-62.7 - 68.0, +51.8-56.5 +51.8-66.7 +51.2-55.9 +51.2-65.6 0.7-55.4 +50.7 64.6 +49.9-54.6 +49.9-63.046ft +55.7-60:5 +557-74.6 +54.3-59.0 +54.3-71.7 +53.2-58.0 +53.2-69.6 +52.4 48 +52.8-68.5 +52.1 6.9 +52.1-67.2 +51.6-56.3 51.6-66.0 +51.1 +51.1-65.1 +50.3-55.0 +50.3-63.4,t 456.6-613 +56.6-75.7 +55.1-59.9 '+55.1-72.7 '+54.0-58.8 +54.0-70.6 +53.2-58.0 +53.2-69.0' +52.5-57.3 +52.5-67.6 +51.9-56.7 +51.9-66.5 +51i5-56.3 +51.5-65.5. +50.6-55.4 +50.6-63.9 52 t + .9-61.8 +56.9-76.2 +55.4-60.3 +55.4-73.2 +54.4-59.2 +54.4-71.1. :+53.5-58.4 +53.5-69.5 +52.9-57.7 +52.9-68.1 +52.3-57.1 +52.3-67.0 +51.8-56.6 +51.8-66.0 +51.0-55.8 +51.0-64.3 56 54 ft +57.3-62.2 +57.3-76.7 +55.8-60:7. +55.8-73.7 +54.7-59.6 '454.7-71.6 +53.9-58.8 ,+53:9-69.9 +53.2-58.1 1 +53.2-68.6 +52.6-57.5 +52.6-67.4 +52.2'.57.0 +52.2-66.4 1 +51.3-56.2., +51.3-64.8 55 ft +57.5-62.4 +57.5-77.0 +56.0'60.9 +56.0-74.0 +54.9-59.8 .+54.9-71.8 +54.1-58.9 +54.1-70.1 +53.4-58.3 +53.4-68.8 +52.8-57.7 +52.8-67.6 +52.3-57.2 +52.3-66.6 +51.5 56 4 +51.5'-65. 56 ft +57.7-62.6 +57.7-77.2, +56.2-61.0 +56.2-74.2. +55:1-60.0 +55.1-72.0 +54.2-59.1 +54.2.-70.4 +53.6-58.4 +53.6-69.0 +53.0-57.9 +53.0-67.8 +52.5-57.4 +52.5,66.8 r+516 565' '+51`.6-65.2 H:F. 58 ft +58.0-63.0 +58.0-77.7 +56:5-61.4 +56.5-74t6 . +55.4-60.3• +55.4 272.5 +5416-59,5' +54.6 E78J +53.9-58.8 +53.9-69.4 +53.3-58.2 +53.3'-681.3 +52.8-57.7 +SZ 8 67 2�� +52:0 F56 9, +52 0:t65_6 60 ft +58.4-63.3 +58.4-78.2 +56.8-61.8 +56.8-75.1 ( +55:7-60 +55.7-72.9 +54.9-59.8 +54.9 +5z -59.2 +54.2-69.8 +53:6.-58.6 +53,6-6877" +53.1=58.1 +53 1 67 6r '+57 3 57 2 a,2 3�6610 _ a , Y/-ate In •Design conforms to the Florida Building Code 7th Ed(2020). •Wind Sp6ed noted above is ultimate design wind speed(3-second gust). �Zones•,4&5("interlor"and:'corner"zones,respectively)are as shown to r; Valid Only W h'e Ineef S '{+ W •Tabulated design wind loads are based on ASCE 7d6 specifications for •Plus(+)&minus(-)signs signify pressures acting toward and away fforh the right,where the dimension"a"Is the minimum of 10%of the building's =' s r - •- °•' r ~ components and claddingbased on design criteria as noted herein. the exterior com onent or claddingsurface,respectively. least horizontal dirF,ension or40%of the mean roof height,but never less .i, fy e`�f �18nature rais d sea[f Z •Where this document is used for permit,applicability of design criteria- •Where"Mean(average)Roof Height"cannot be determined,peak{oof..ihah T-0"or 4%of the least horizontal dimension. J noted h€reid'(Bakit Wind Speett;'Ezposare category;RIsMtegoty,€tt.)' height shall 6e'6s`6d;ex`ce3Yfhat 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 offtciai 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. C •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, W Eav"e Height e- Y, separate certification(by this engineecor 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 / j<�i"�fi c.� W Design(ASD). roof slopes 10°•has been considered. represent a substantial hazard to human life In the event of failure. Mean hoof H�tr �y�x ChriStlan�l angle- PE Peak Height;�/�'• (J •Refer to the above-noted ASCE 7 standard for descriptions and, •Tributary Area rioted in table(effective wind area)is equal to the •Design is based on structure classification as Enclosed Bldg y> .,�-_` '%F.L`'PE>#67382>-: #31324 definitions of all design criteria. minimum of[height x width]or[ht x ht J 3]. Round down to values shown. wnu ei.evAnori'' � 'I° 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 ' Copyright©2021 Easy Seals rev 03/21 ;'= IDoCI,No yA1, .170D