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HomeMy WebLinkAboutDESIGN WIND LOADI" �' EaSy SeN n /SCE 7-10 Design Wind Loads I �S For Wall Components & Cladding easyseals.com Wind Pressures [psf] for usewith Allowable Stress Design Wind speed V = 160 mph Exposure'El' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd - 0.85 Enclosed Bldg GCpi = 0.18 Triburary area at least... Triburary area at least... Tributary 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 sqk 15 sgft 20 sgft 25 sqk 30 sqk 35 sq It 40 sqk SO sgft Roof Zone4 Zone Zone Zone Zone4 Zone Zone4 Zones Zone Zones Zone4 Zones Zone Zones Zen e4 Zones Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner 60'to: + _ + _ + _ + _ + _ + _ + _ + _ + _ + _ + _ + _ + I _ + + + 61 ft +47.5 -47.5 +47.5 -87.0 +47.5 -47.5 +47.5 -87.0 +47.5 47.5 +47.5 -87.0 +46.5 46.9 +46.5 -84.6 +45.8 46.4 +45.8 -82.6 +45.2 45.9 +45.2 -80.9 +44.6 -45.6 +44.6 -79.4 +43.7 -45.0 +43.7 -77.0 65 ft +48.0 -48.0 +48.0 -88.0 +48.0 48.0 +48.0 -88.0 +48.01-48.0 +48.0 -88.0 +47.1 -47.4 +47.11-85.5 +46.3 -46.9 +46.31-83.5 +45.71-46.4 +45.71-81.8 +45.1 -46.1 +45.1 -80.3 +44.21-45.5 +44.2 .77.9 70 ft +48.6 48.6 +48.6 -89.1 +48.6 -48.6 +48.6 -89.1 +48.6 48.6 +48.6 -89.1 +47.7 48.0 +47.7 -86.6 +46.9 47.5 +46.9 -84.6 +46.3 -47.0 +46.3 -82.9 +45.7 -46.7 +45.7 -81.4 +44.8 -46.0 +44.8 -78.9 75 ft +49.2 -49.2 +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 +48.3 48.6 +48.31-87.7 +47.5 -48.0 +47.5 -85.6 +46.8 -47.6 +46.8 -83.9 +46.3 -47.2 +46.3 -82.3 +45.3 -46.6 +45.3 -79.8 80 ft +49.8 -49.8 +49.8 -91.2 +49.8 -49.8 +49.8 -91.2 +49.8 -49.8 +49.8 -91.2 +48.8 -49.1 +48.8 �-88.7 +48.0 -48.6 +48.0 -86.6 +47.4 -48.1 +47.4 -84.8 +46.8 -47.8 +46.8 -83.3 +45.9 -47.1 +45.8 -80.7 85 ft +50.31-50.3 +50.3 -92.2 +50.31-50.3 +50.3 -92.2 +50.3 -50.3 +50.3 -92.2 +49.3 -49.6 +49.3 -89.6 +48.5 -49.1 +48.51-87.5 +47.91-48.7 +47.9 -85.7 +47.3 -48.3 +47.3 -84.2 +46.3 47.6 +46.3 -P' 90 ft +50.8 -50.8 +50.8 -93.1 +50.8 -50.8 +50.8 -93.1 +50.6 -50.8 +50.8 -93.1 +49.8 -50.1 +49.8 -90.5 +49.0 -49.6 +49.0 -88.4 +48.3 -49.1 +48.3 .86.6 +47.7 -48.8 +47.7 -85.0 +46.8 -48.1 +46.8 - 95 ft +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +51.3 -94.0 +50.3 -50.6 +50.3 -91.3 +49.5 -50.1 +49.5 -89.2 +48.8 -49.6 +48.8 -87.4 +48.2 -49.2 +48.2 -85.8 +47.2 -48.6 +47.2 -83.2 100 ft +51.7 -51.7 +51.7 -94.9 +51.7 -51.7 +51.7 -94.8 +51.7 -51.7 +51.7 -94.8 +50.7 -51.1 +50.7 -92.2 149.9 -50.5 +49.9 -90.0 +49.2-50.1 +49.2 .88.2 +48.6 -49.7 +48.6 -86.6 +47.6 -49.0 +47.6 -83.9 105 ft +52.2 -52.2 +52.2 -95.6 +52.21-52.2 +52.2 -95.6 +52.2 -52.2 +52.21-95.6 +51.2 -51.5 +51.2I-93.0 +50.3 .50.9 +50.3 .90.8 +49.6 -50.5 +49.6 .88.9 +49.0 -50.1 +49.0 -87.3 +48.0 -49.4 +48.0 -64.6 110 ft +52.6 -52.6 +52.6 -96.4 +52.6 -52.6 +52.6 -96.4 +52.6 -52.6 +52.6 -96.4 +51.6 -51.9 +51.6 -93.7 +50.7 -51.4 +50.7 -91.5 +50.0 -50.9 +50.0 -89.6 +49.4 -50.5 +49.4 -88.0 +48.4 -49.8 +48.41-85.3 215 ft +53.0 -53.0 +53.0 -97.2 +53.01-53.0 +53.01-97.2 +53.01-53.0 +53.0 -97.2 +52.0 -52.3 +52.0 -94.4 +51.11-51.8 +51.1 -92.2 +50.4 -51.3 +50.4 -90.3 +49.8 -50.9 +49.8 -88.7 +48.8 -50.2 +48.8 -86.0 120 ft +53.4 -53.4 +53.4 -97.9 +53.4 -53.4 +53.4 -97.9 +53.4 -53.4 +53.4 -97.9 +52.4 -52.7 +52.4 .95.1 +51.5 -52.1 +51.5 .92.9 +50.8 -51.7 +50.8 -91.0 +50.2 -51.3 +50.2 .89.4 +49.2 -50.6 +49.21-86.6 125 ft +53.81-53.8 +53.8 .98.6 +53.8 -53.8 +53.8 -98.6 +53.8 .53.8 +53.8 -98.6 +52.7 .53.1 +52.71-95.8 +51.9 -52.5 +51.9 -93.6 +51.21-52.0 +51.21-91.7 +50.6 -51.6 +50.61-90.0 +49.5 -50.9 +49.5 -87.2 130 ft +54.1 -54.1 +54.1 -99.3 +54.1 -54.1 +54.1 -99.3 +54.1 -54.1 +54.1 -99.3 +53.1 -53.4 +53.1 -96.5 +52.2 -52.9 +52.2 -94.2 +51.5 -52.4 +51.5 -92.3 +50.9 -52.0 +50.9 -90.6 +49.9 -51.3 M9.9 -87.8 135 ft +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +53.4 .53.8 +53.4 -97.1 +52.6 -53.2 +52.6 -94.8 +51.9 -52.7 +51.9 .92.9 +51.2 -52.3 +51.2 -91.2 +50.2 -51.6 +50.2 -88.4 140 ft +54.8 -54.8 +54.8 -100.5 +54.8 -54.8 +54.8 -100.5 +54.8 .54.8 +54.8 -100.5 +53.8 -54.1 +53.8 -97.7 +52.9 -53.6 +52.9 -95.4 +52.2 -53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.8 +50.5 -51.9 +50.5 -89.0 145 ft +55.21-55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +54.1 .54.5 11 +54.1 -98.3 +53.21-53.9 +53.21-96.0 +52.5 .53.4 +52.51-94.0 +51.91-53.0 +51.9 .92.4 +50.91-52.3 +50.8 -89.5 150 ft +55.5 -55.5 +55.5 -101.8 +55.51-55.5 +55.51-101.8 +55.5 -55.5 +55.51-101.8 +54.4 -54.8 1 +54.4 -98.9 +53.6 -54.2 1 +53.6 -96.6 1 +52.81-53.7 +52.8 -94.6 +52.2 -53.3 1 +52.2 -92.9 +51.1 -52.6 +51.1 -90.0 155 ft +55.8 -55.8 1 +55.81-102.3 +55.8 -55.8 +55.8 402.3 +55.8 -55.8 +55.8 -102.3 +54.71-55.1 +54.7 -99.5 +53.9 -54.5 +53.9 -97.1 +53.1 -54.0 1 +53.11-95.1 1 +52.51-53.6 +52.5 -93.4 +51.4 -52.9 +51.4 -90.6 160 ft +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +55.0 -55.4 +55.0 -100.0 +54.2 -54.8 +54.2 -97.7 +53.4 .54.3 +53.4 -95.7 +52.8 -53.9 +52.8 -93.9 +51.7 -53.2 +51.71-91.1 165 ft +56.4 .56.4 +56.41-103.5 +56.4 -56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +55.3 .55.7 +55.3 -100.6 +54.5 -55.1 +54.5 -98.2 +53.7 -54.6 +53.7 -96.2 +53.1 -54.2 +53.1 -94.5 +52.0 -53.5 1 +52.01=-: 170 ft +56.7 -56.7 +56.7 -56.7 +56.7 -104.0 +56.7 -56.7 +56.7 -104.0 +55.6 -56.06 +556.6 -100�1.1 +54.7 -55.4 +54.7 -98.7 +54.01-54.9 +54.0 -96.7 +53.3 -54.5 +53.3 -94.9 +52.2 -53.7 +52.2 -92.0 175ft +57.01-57.0 #.7104.0 +57.0 -57.0 +57.0 -104.5 +57.0 -57.0 +57.0 -104.5 +55.9-56.3 51 5.0 -55.7 +55.0 -99.2 +54.3 -55.2 +54.3-97.2 +53.6 -54.7 +53.6-95.4 +52.5 -54.0 +52.5 -92.5-10 ft +57.3 -57.3 +57.3 -105.0 +57.3 -57.3 +57.3 -105.0 +5. +5. +180 55.3 .56.0 +55.3 -99.7 +54.5 -55.4 +54.5 -97.7 +53.9 .55.0 +53.9 -95.9 +52.8 -54.3 +52.8 -92.9 185 ft +57.6 -57.6 +57.6 -105.5 +57.6-57.6 +57.6 -105.5+57.6 -17.6 +57.6-105.5 +56.5 t lbA ts 6.2 +5.6-100.2 +54.8 -55.7 +54.8 -98.1 +54.1 -55.3 +54.1 -96.3 +53.0-5.5 +53.0-93.4 190 ft +57.8 -57.8 +57.8-IO6.D -57.8 +-306.0 57.8 8 8+58 -306.0 -57.1 -103.1 +55.8-6. +#81000..56 55..0 -56.0 +55.0-98.6 +54.4 -55.5 +54.4 -96.8 a53.3-59.8 +53.3 -93.8+57.8 +58.1 .1106.5+-58.1 -58.1 -57.3 -103.5 -6.7 - 0-5.4 -55.8 +54.6 -97.2 +5 1 0 +53.5 -94.3-58.1 ft +58.4 +54 58.45 + +54.9 -56.0 +54.9 -97.7 3.7 -55.3 +537 947200 Ln -Design conforms to the Florida Building code 6th Ed(2017). • Wind Speed noted above is ultimate design wind speed(3aecond gust). • Zones 4&5(mmror" and "corner"zones, respectively) a re as shown to e a Valid Only It11 nglneer's I­LU •Tabulated design wind loads are based on ASCE7-10 specifications for •Plus(+)& minus (-)signs signify pressuresacting toward and a way from the right, where the dimension 'a' isthe minimum of 10% ofthe building's signature rai ed seal 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 less Z • Where this document is used for permit, applicability of design criteria • Where 'Mean(aveage)hoof Height" cannot be determined, peak roof than 3'4'or4% of the least horizontal dimension. i J noted herem(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 tonted in the shall be verified by the contractor & building cificlal prior to construction. less than or equal to 10'. Round up to values shown upper one-half of an isolated hill, ridge or escarpment rig DECO 8 C • This specification maybe used in conjunction with engineering under • Wind pressures are applicable to all building floors. •This specificrtlon is valid for use with buildings of any Risk Category, LlJ Z 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 structuresthat Christian Langle, Of Deslgn(ASD). roof slope S to- has been considered. represent a substantial hazard to human life in the event of failure. 0 • 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 FL PE g67362 31124 cerminom of an design crnena. mnimum ar Ineigm x wiovm or tntx m,l cb nouns sown to values mown. wan nsvan 1200 N Federal Hwy, u200, Be. Raton, Fl. 33432 Copyright©2018 Easy Seals rev 1228 Doc No. A30MS.160D