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HomeMy WebLinkAboutDESIGN WIND LOADS/SCE 7-10 Design Wind Loads `.jo EasySeats For Wall Components bCladding easMals.com Wind Pressures [psF] For usewith Allowable Stress Design Wind speed V se 170 mph Exposure'D' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd - 0.85 Enclosed Bldg GCpi = 0.18 Mean Triburo a east... 10 sgft Tributary area at least... 15 sgft Tributary area at least 20sq It Tributary area at least 25 sgk Trfbura?kvpaatleast IEDsgft Triburary area at least 35 sq it Tributary area at least 40 sgft Tribuary area at least SO sgft Roof Height up to: Zone4 Interior + Zone Corner + Zone Interior + Zone Corner + Zone4 Interior + Zone Corner + Zone Interior . + Zone Comer + Zone4 Interior + Zones Corner + Zone4 Interior + Zone Comer + Zone4 Interior + Zone Comer + Zone4 Interior + I - Zones Corner + I - 15 ft +45.9 -49.8 1 +45.9 -61.4 +44.7 -48.5 +44.7 -59.0 +43.8 -47.7 1 +43.8 -S7.3 "+43.1 -47.0 1 +43.1 -56.0 +42.6 -46.5 +42.6 -54.9 +42.1 -46.0 +42.1 -53.9 +41.7 -45.6 +41.7 -53.2 +41.1 -45.0 +4L1 -51.8 I6 ft +46.4-50.3 +46.4 -62.1 +45.2 -49.1 +45.2 -59.7 +44.3 48.2 1 +44.3 -57.9 +43.6 -47.6 1 +43.6 -56.6 +43.1 -47.0 +43.1 -55.5 +42.6 46.5 +42.6 -54.6 +42.2 -46.1 1 +42.2 -53.8 1 +41.5 45.5 1 +41.5 -52.4 17 It +46.9 -50.9 +46.9 -62.8 +45.6 49.6 +45.6 -60.3 +44.8 48.7 1 +44.8 -58.5 +44.1 -48.1 +44.1 -57.2 +43.5 -47.5 +43.5 -55.1 +43.1 -47.0 +43.1 -55.1 +42.7 -46.6 +42.7 -54.3 +42.0 -45.9 +42.0 -53.0 18 ft +47.3 -51 +47.3 -63.4 +46.1 -50.1 +46.1 -60.9' +45.2 -49.2 1 +45.2 -59.1 +44.5 48.5 +44.5 -57.8 .0 +44.0 -56.6 +43.5 47.5 +43.5 -55.7 +43.1 47.1 +43.1 -54.9 +42.4 46.4 +42.4 -53.5 ik +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 -08.9 +44.9 -57.7 +44.3 -48.4 +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 +47.7 -51.9 +47.7 -63.1 +46.8 -51.0 +46.8 -61.2 '+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 -48.9 +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 +46.8 -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 1 +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 k +50.5 -54.8 +50.5 -67.6 +49.1 -53.4 +49.1 -64.9 +48.2 -52.5 +49.2 -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 ! 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C Refer above -note ASCE7s larltions Gall designcrReda. 11 Code 6th Ed (2017),I • Wind Speed noted above is ultimate desig'11'((wind on ASCE 7-lb road items for '•us(+)&minus(-)signs signify pressyrecasaNngtoward esign criteria as noted herein. theed riorcom rrhh 1ILL__ a ponent ordadding au applicability of 6 slgncrltede •�y�here"Mean aye. eight qqtt-- Category, Risk Category, ate.) M1eigM shall be d,excepttha* jta s}sil(yd official prior to construction. Iasi than or aqua to 10•. Round tap to lue!shown engineering under •Wind pressure are applicable be all b Ildl by oNers) using Allowable Stress •Tabulated win pressureseRy41 c;5511 P. Ikk 70slo e510•h sheen cpns��ii�a� 1 andard for descriptloia end •Trb:.' Area meIn table(effeK ewi d ry I. minimum a [heg txwidth] or[htx htt� 3]. Roun�,ow speed(3-mcond gust). and away peaNely. �-AAe mined; peak roof ed for rooFa site Flpprs. fshsie do ion r area Is Ito the ) 4°' wras can. •Zones4&S("inke'imilapd"corner zones, respecdvely)are asshown to �ehe right, where the 0l emlon°a°tithe minimumdl0%athe building's taxi hotlzohtal dl�(nnenilon of ao%athe mean roof height, but never less jhan lr-0"or4%T1tepSeasthorlxoMal dimension. • Thbspeclficaticn isvalid'onlyforumwhh structures NOTlocated lathe Luce[one-hall plan["ted hill, ridge oreswrpment., •This speclficallon is valid for use with buildings of Risk Category, Including essentialfacffhtpsand buildingsorotherstructuresthm presets a subrtantial hazard ro human life In the event of failure. II' Design is basedon structure classification as End Bid g g j 4 'I - - a a Valid only he gineer's signature 213 dseal i s� mna i5 _ ME14 Faso Hel4ht �ngO4Fm Christian Lan I , E 8 peak Height FLPE#67382 #31124 1200 N Federal Hwy, 4200, Boca Raton, FL 311432 1 J1. 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