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HomeMy WebLinkAboutEngineering r/Illii•� CVli�Pg � fASCE 7-16 Design Wind Loads a spf)aeed V= pl h Exposure'D' y Eos Seas For Wall Components fr Cladding I<e• 1.0 ASD Load Combination Coeff:0.6 easyseals.cam Wind Pressures[psf]for use with Allowable Stress Design KZt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.18 Triburary area at least... Triburary area at least._ Triburary 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 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft SO sq ft ROOF Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior (Corner) Interior Comer (interior) Corner Interior Corner (interior) Corner In rior Corner Interior (Corner) Interior (Corner) up to: + + + + + 4 + ♦ + + • _ + _ + _ + _ • _ + 15 ft •4S.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-A7.0 •43.1;-56.0 +42.6 46.5 +42.6 -54.9 •42.1'46.0 .42.1 -53.9 +41.7 45.6 .4L7 -53.2 441.1 45.0 441.1:-51.8 16 ft .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 .42.6-46.5 .42.6-54.6 +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 .43.1--SS.1 .42.7.46.6 .42.7:-54.3 .42.0-45.9 +42.0-53.0 18 ft +47.3 -51.4 +47.3-63.4 •46.1 -50.2 +46.1 -60.9 .45.2 -49.2 +45.2 -59.1 .44.5.48.5 •44.S -57.8 +44.0-48.0 •44.0-56.6 +43.5-47.5 •43.5 -55.7 .43.1 -47.1 .43.1 -S4.9 -42.4 46.4 +42.4 -53.5 20ft .48.2 .52.3 +48.2..64.6 +47.0i.51.0 .47.0-62.0 _ 1 -50.1 j •46.1--60.2 •45.4:49.41 •45.4 -58.8 +44.8 -48.9 +44.8-57.7 +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 ftft +49.0 .53.2 •49.0-65.6 +47.7 .51.9 .47.7-63.1 •46.8-SLO •46.8 -61.2 •46.1 -50.3 •46.1 -59.8 +45.5 -49.7 +45.S -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 -S4.0 •49.8:-66.6 +48.5 -52.7 •48.5 •64.0 +47.5-5L8 •47.5 .62.2 +46.8'-51.0 •46.8-60.7 +46.2 -50.4 +46.2 -59.5 .45.7 49.9 +4SX-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-SO.8 446.6-60.0 .46.0 -50.3 •46.0-59.0 -45.6-49.9 •45.6 -58.1 .44.9 49.1 •44.9 -56.6 26ft •50.5-54.8 •50.5 -67.6 •49.1 •53.4 +49.1:-64.9 +48.2 -52.5 +48.2.-63.0 .47.5 -SL7 +47.5.-61.6 +46.9 .51.1 •46.9i-60.4 +46.4 -SO.6 •46A -59.4 .45.9'-S0.2 +45.9.•S8.S +45.2 49.5 +45.2 -57.0 28 ft •51.1 -55.5 -51.1 •68.5 •49.8 -S4.1 +49.8-65.8 +48.8 -53.2 +48.8-63.9 •48.1 -52.4 -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 30ft •51.7-56.1 +51.7 -69.3 •50.4 -54.8 +SO.4 .66.6 •49.4 -53.8 +49.4;.64.6 +48.7:-53.0 •48.7 -63.1 +48.1,-52.4 +48.1 -61.9 •47.5'-51.9 +47.5:-60.9 •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 -53.6 •49.2 -63.8 •48.6-53.0 •48.6 -62.6 .48.1 -52.5 +48.1 -61.5 447.6•52.0 •47.6-60.6 +46.9 -S1.3 •46.9 -59.1 34 ft •52.9 -57.4 -52.9,-70.8 +51.5 -56.0 •51.5-68.0 •SO.S.-55.0 •50.5-66.0 +49.7 -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 -S9.7 35 ft 1 •53.2 .57.7 •53.2 .71.2 •51.8-S6.3 •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 -60.0 36ft •53.4 -57.9 +53.4 -71.5 •52.0 -56.5 +52.0`-68.7 +51.0-5S.5 +51.0-66.7 •50.2.-54.8 +50.2 -65.2 +49.6 -54.1 +49.6-63.9 +49.1:-53.6 +49.1 -62.8 +48.6-53.1 +48.6 -61.9 .47.8-52.4 .47.8-60.3 38 ft •53.9 -S8.S .53.9 -72.2 •52.5-57.1 +52.5 -69.4 •51.S -56.1 +51.5 -67.3 •50.7-55.3 •50.7 -65.8 •50.1 -54.6 +50.1 -64.5 •49.5 -54.1 +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 •S1.9 •67.9 +51.2 -55.8 •51.2 -66.4 •50.5 -55.1 •50.5 -65.1 +50.0-S4.6 •50.0-64.0 .49.5 -54.1 .49.5 •63.0 +48.7-53.3 +48.7 -61.5 42 ft •54.9 -59.5 +54.9-73.5 +53.4 -58.1 •53.4 -70.6 +52.4 -57.0 1 •52.4 -68.5 •51.6 -56.2 +51.6-66.9 •50.9 •55.6 •50.9 -65.6 •50.4 -S5.0 •50.4 -64.5 +49.9 -54.6 +49.9 -63.6 .49.1 -53.8 .49.1 -62.0 44 ft +55.3 -60.0 •55.3-74.1 +53.9 -58.5 •53.9 -71.1 +52.8 -57.5 + • + T .52.0-67.S +51.4,-56.0 +51.4 •66.2 +50.8-55.5 +50.8-65.1 +50.3 -55.0 •50.3 -64.1 +49.S -S4.2 •49.5 -62.5 45 ft •55.5 -60.2 •55.5 -74.3 •5-4.1 -58.8 +54.1 -71.4 +53.0 -57.7 . .0 - 9.3 +52.2 - . •52.2 -67.7 •51.6 -56.3 +51.6 -66.4 .S1.0-5S.7 +51.0 -65.3 •50.5 -55.2 .50.5 -64.3 •49.7 -5-4.4 +49.7-62.7 46 ft +55.7 -60.5 •55.7.74.6 •54.3-59.0 +54.3 •71.7 .53.2 -58.0 -53.2 -69.6 +52.4 -S7.1 •52.4,-68.0 •51.8-56.5 +S1.8-66.7 •51.2 -55.9 •51.2 -65.6 •50.7-55.4 .SO.7•64.6 +49.9-54.6 .49.9-63.0 48ft +S6.2 -60.9 +56.2 -7S.2 +54.7-59.4 +S4.7-72.2 •53.6°- 7 . 2. 7 l 452.8.68.5 •52.1 .56.9 .52.1 -67.2 +51.6-56.3 .51.6 -66.0 •51.1 -55.9 •51.1 -65.1 •50.3-55.0 •50.3 -63.4 50 ft •56.6-61.3 +56.6-75.7 +55.1.-59.9 •55.1-72.7 .S4. - lifl53.2 -69.0 +52.5;-57.3 +52.5 -67.6 +51.9'-56.7 +51.9--66.5 +51.5 -56.3 •51.5-65.5 •50.6-S5.4 +S0.6 -63.9 52 ft •56.9 -61.8 •S6.9 -76.2 .55.4 •60.3 •55A -73.2 SOME,'OIL F S •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 54 ft +57.3 •62.2 •57.3;-76.7 +55.8 -60.7 +55.8..73.7 9. *kJP16JL6 .69.9 -53.2 -S8.1 +S3.2 -68.6 •52.6 -57.S +52.6-67.4 +52.2.-57.0 +52.2 -66.4 +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 -99. •sa. - .54.1 - •54.i .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 -65.0 56 ft •57.7 -62.6 .57.7-77.2 1 •56.2 -61.0 +56.2 -74.2 .55.11.60.0 •5 .2 -S9.1 +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 -51.6 -S6.5 +51.6-65.2 58 ft +58.0 -63.0 •58.0 -77.7 6 7 8-57.7. . . . . . •52.8/ f •52.0.65.6 A; 60 ft •58.4 -75.1 . 5. 60. .9•.7 -5 .6 .53.} �76 ,.523r-57.2 •523 -66.0 . 9 1 •Design conforms to the Flo.-ida BuNding Cade 7th Ed 12020). •wind Speed noted above is ultimata design%And speed(3-secord gust). •Zones a 8 S 1-tnierior'am!•cocnei zones,respectively)are as shown to rt_ - '+•-Valid only 0. ngineer's •Tabu!ated design wind loads are based on ASCE 7.16 spoc-,catforts for •Plus(•)8 m!ru-s(•)signs signify pressures acTvrg toward and away from the right,where the dimensicn'a'Is the mnimum of 20%of the building's : l p ( Slgnat. fai ed.seal' comDcnents and c'add'ng based on desgn criteria as noted herein. the ecar•or component or Wdding surface,respecvveY. least horizontal dimension w 404E of the mean roo!ho[ght,but never less - •Where this document is used for permit,appikabKrty of design entena •\%Hero'Mean(average)Roof Height'cannot be determined,peal roof than 3'-0-or 4%of the[oast horizontal dvnenslon. Z a ' noted heroin Bask Wv+d Spend•Ea„=swe Category.Risk Category,etc.) he'h:sha0 be used,except that way*height shag be used fin roof angle •Th1s sped!kation is valid S + • S t ' ( g rg g only for use with structures NOT Located In they sha'i ba venfied by the contractor 8 Witting official prior to corisvwion. Less than or a;wi to 30•.Round up to values shown upper one-ha'o!an Isciated hgl,edge or escamman6 8 below 1000'a,". I." Mal 11 1 •This specifkat'on may be used in conjunction with ergineenng under •\'find 0.essums are aitpi'tabta to all build:ng floors. •T?4s specifkation!s valid for iris with ban"dings o!airy Risk Category, �. separate cenfication(by this engineer or by others)usi,tg AI.'awwo Stress •Tabulated wind pressures are vald for au roof s'opes;no reduction!cr Including essential facCnies and buildings of other structures that d l.1i.r:•/` ' Design(ASD). roof slope S 10•has been considered. represent a substantial hazard to human Ufa In the event of lar"a. I L � Nt Christian It ,P[ •War to the above-rated ASCE 7 standard Iw dpscriptbns a:+d •Tribuury 0.ea no to:able IeHective wind are)Is pwl to the •Dos;gn is based onstructure c4ssifKatior+as Enclosed B'dg r`f FL'PF..A67382 'A C31124 definitions of a:l design c: n steria. minirnu of(neigh:a w4thl or(ht a ht/31.Round down to values show:+. v`�f ' 1200 N Federal!twy,e200,Oxa Raton,F3 33432 Copyright 02021 Easy Seals rev 03/21 : ' "Da6NO.-A-1 -170D