Loading...
HomeMy WebLinkAboutProject Information Ea IS ASCE 7-10 Design Wind Loads Wind speed V= 170 mph Exposare'C' sy Sea _ For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 - ,� e�syseals.com Wind Pressures[psf]for use with Allowable Stress Design KZt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.18 Tributary area at least._ Triburary area at least... Tribur least Tributary area at least Tributary area at least Triburary area at least Tributary area at least Triburary area at least Mean 10sgk 15 sq ft 20sgk , 25sgft 30sgft 35sgft 40sgit 50sgft Roof Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height (Interior) Corner Interior (Corner) Interior rn r Interior net (Interior) rn r In riot Corner Interior orner (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 +3S.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 +33.81-42.7 16ft +38.3 -41.6 +38.3-S1.3 +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 .3S.6-45.8 •35.2.-38.4 •35.2 -45.1 +34.9.-38.1 •34.9 -44.4 •34.3 -37.6 +34.343.3 17ft .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 1 +36.5 -47.3 •36.0.-39.3 +36.0'46.4 +35.6:48.9 +35.6 -45.6 +35.3 -38.6 1 +35.3-45.0 +34.7-38.0 +34.71.43.8 18ft +39.3 -42.6 -39.3;-S2.6 *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 -4S.5 •35.2 -38.5 .35.2;-44.4 20 ft .40.2.43.6 •40.21-53.8 +39.1.-42.5 +39.1,-51.7 +38.3:-41.7 +38.31.50.1 •37.8 41.2 +37.8.119.0 •37.3 40.7 +37.348.0 •36.9 -40.3 +36.9 47.2 +36.5;-39.9 +36.5 -46.5 +36.0-39.4 +36.01-4S.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.S 438.0.49.0 •37.6641.1 +37.6-48.2 .37.3;40.7 +37.3 47.5 +36.7 40.2 +36.7;116.3 24 ft +41.745.3 +41.71.55.9 +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 +38.0141.5 +38.0-48.4 +37.4 40.9 .37.4 -47.1 25 ft +42.1'145.7 •42.1 -56.4 .41.0`-44.5 +41.0-54.1 +40.2'113. +40.2°.52 .39.6:-43.1 •39.6'-S1.3 •39.1`1:2.6 .39.1•-S0.3 +38.7 42.2 . 1.9 .3 .37.7/:7.5 26 ft •42.41-46.0 +42.4 -S6.8 •41.3'-44.9 •41.3 -54.6 .40.51.44.1 +40.S -53.0 •39.9:-43.5 •39.9:-51.8 +39.4 -43.0 •39.4 -50.8 +39.0-42.6 .9 • 2.2 •38. -49. 8.0 11.6 •38.0;-47.9 28 ft +43.1'-46.8 •43.1 -57.7 .42.0 45.6 .42.0-SS.4 .41.2 -44.8 +41.2 .53.8 .40.5'44,2 •40.5:-S2.6 .40.0.-43.7 .40.0-51.6 +39.6-43.2 9.6 llj .A 2.9 9.2 -49.9 •38.6 42.2 +38.6:-48.7 30ft .43.7 -47.4 +43.7 -58.6 •42.6-46.3 .42.6-S6.3 +41.8.-45.5 +41.8 -54.6 +41.1°-44.8 +41.1;-S3.3 +40.6'44.3 •40.6 -52.3 +40.2 -43.9 +40.2 398 •3 .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 -S3.0 •40.7-44.5 .40.7 5 439.7 43.5 +39.7-50.1 34 ft +44.9 48.7 +44.9.60.1 .43.T-47.5 .43.7.-57.8 -42.9.46.7 •42.9-56.1 .42.2:46.0 .42.21.54.8 .41.7:-4S.5 •41.7 -S3.7 +41.2 -45.1 +41.2 - .2 -44.0 .40.2 -50.7 35 ft +4S.2 49.0 •4S.2 -60.5 .44.0-47.8 +44.0-58.1 443.1 47.0 443.1-56.4 +42.5.46.3 •42.5!-55.1 +42.0'45.8 +42.0 -S4.0 +41.S -45.3S- 3 •4L 9 •dl.l -52.3 +40.5 44.3 .40.5-SLO 36 ft +4S.4 149.3 +4S.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 1. fUl'AlliLM ICE5 +40.7-51.3 38 ft •46.0.-49.9 •46.0.-61.5 +44.8 -48.6 +44.8-59.1 +43.9 -47.8 •43.9:-57.4 •43.2 -47.1 +43.2.-56.1 442.7 46.6 •42.7 -55.0 +42.2 -46.1 +4 . - 4.1 1 JIU01 In() x1.2 -51.9 40 ft 446.5:-50.4 +46.51-62.2 +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°-55.6 442.7-46.6 +42.7 -54.6 +42. •4 . 4 4 .8 -46.5 +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 +43.6-56.2 443.1 -47.1 .43.1 -55.2 +42. 6. .42.0 .0 +42.0-53.0 44 ft +47.4 -SL4 +47.4!-63.5 +46.2 -50.2 .46.2;-61.0 •45.3 49.3 445.3:-59.2 +44.6-48.6 .44.6-57.8 +41.0-48.0 +44.0 -56.7 +43.5 47.6 +43.5-55.8 443.1 47.2 •43.1-S4.9 •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.S x5.5 -59.5 +44.8.48.8 +44.8-S8.1 +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 x2.6 -53.8 46 ft 447.91.51.9 +47.9:-64.1 446.6-50.6 +46.61.61.6 •45.7 49.8 •45.7:-59.8 +45.0 49.1 +45.0-58.4 444.4 48.5 +44.4 .57.2 444.0-48.0 .x4.0-56.3 •43.5 47.6 •43.5-55.4 442.8 46.9 +42.8.-S4.1 48ft +48.3:-52.4 .48.3,-64.6 .47.0-51.1 +47.0:-62.1 •46.1-50.2 +46.1;-60.3 445.4.49.5 +45.4 -58.9 444.8 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 SO ft +48.71-52.8 .48.7:-65.2 •x744;-51.5 +47.e!-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 .x4.3 -56.4 443.6-47.7 .43.6-55.0 52 ft +49.1!-53.3 +49.1 -65.7 +47.8-52.0 +47.81.63.2 +46.9'-51.1 +46.9!-61.3 +46.2 -50.3 446.2.59.9 +45.6 -49.8 +4S.6-58.7 •45.1 49.3 445.1 -57.8 444.7 48.8 +44.7 -56.9 +44.048.1 +44.0 -55.5 54 ft +49.51.53.7 .49.5-66.3 +48.21.52.4 +48.21.63.7 +47.3;-51.5 +47.31.6L8 446.5-50.7 +46.5 -60.4 +46.0 -50.2 •46.0:-S9.2 .45.5-49.7 +45.S-58.2 .45.0 49.2 +45.0-57.4 +44.3:-48.5 •44.3:-55.9 55 ft 1 .49.7.53.9 +49.7.66.5 .48.4:-52.6 448.4;-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 .45.6 119.9 +45.6-S8.4 .45.2 49.4 +45.2 -57.6 +44.5 -48.7 •44.S'-56.1 56ft +49.9 -54.1 •49.9 -66.8 .48.61.52.8 .48.6:-64.2 .47.61-51.9 +47.6:-62.3 •46.9 -52.1 .46.9 -60.8 +46.3 -50.5 +46.3'-59.7 .45.8.-50.0 +4S.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 -61.3 446.7 -50.9 446.7'.60.1 .46.2 -50.4 +46.2 -59.1 .45.7-50.0 +45.7 .58.2 •45.0 -49.2 +45.0:-56.8 60 ft +50.6 -54.9 +50.6-67.8 +49.3 -53.6 •49.3 -65.1 .x8.3-S2.6 •48.3 -63.2 •47.6 -51.9 .47.6-61.7 .47.0_-51.3 +47.0':-60.5 •46.5•-50.8 +46.5-59.5 11 .46.0-50.3 1 •46.0-58.6 -4S.3.49.6 +45.31.57.2 •Des,gn cor.forms to the Florida Building Code 6th Ed(20:7). •wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&S('Intortor and'comer'zones,respettiveiy)aro as shown to npm Valid onlyJaed er's LLJ •Tabu:ated design wind loads are based on ASCE 7.10 sxcL1kations for •Plus(•)&minus(-)t%grs signify D:essures acti.g toward and away from the right.where the dimension's'Is the minimum of 10%of the buf'Aing's C corrmpo.-.onts and ciaddu+g based on design crit"as noted hown. the exterior compor�.ent or c4ddsg surface,respectively. Least horizontal dimension w 40%of the mean fodf helght,but never less •.r signatureal •%'there this document is used for perm.I.aptz',ub3:ty of dostgn criteria •where'Mean(avenge)Roof rieight'cannot be deterrstned,peak.roof than 3'•0'or 4%of the Least horizontal dirnensitsm noted MrNn(Bask vl4nd SIIetd,Eapou-rt Gtegory.Ahs Gteaory,etc.) M>gAt slug N used.ecept that cavo M4ht shag 4uYed for tool ange •TATs sptcificatbn b yard onN for uto wfth stnactures h0T bated to the`f shall be voned by the contractor&bvildi g oficial prior to construction. less thin w equal to 10'. Round uD to values shown upper one-hatf of an iso!ated hn,ridge w escarpment. ���- 1VO •Ths speciTaatbn maY lM uud b con;ur+ction witA engtneerL g undor •Wind pfessves are appl;cab!e to all bu:ding floors. •This specificatio:+Is valid for use with buidings of any Risk Category. ! ire Melpq LLJ separate cwtLexation(by th's engineer or by oiMrs)using Allowable Stress •Tabulated wind pressures are valid for a9 roof slopes;no reduction fw including essential 60:1ies and bulld -gs w other structwes tMt Design(ASD). roof stop"S 10•has been considered. rep:etent a substantial hazard to hvman Lie Lnthe event of fa0ure. �Mean,RW Rt Christian Lingle , E -Refer to the above-noted ASCE 7 standard fou descmtions and •Tributary Area noted 4 tabbe(effective wind area)Is equal to the •Design is based on structure ctassiBcation as Enclosed Bedg Peal Nel�ut Fl.PE 067382 #31124 definJIions of all des`gn criteria. mL'emum of(Might a width)or(ht a ht/31.Round down to values shorn. war n svarnr 1200 p Federal Hwy,■200,Soca Raton,FL 33432 Copyright©2019 Easy Seals rev 1119 Doc,No.AlOLS.170C