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HomeMy WebLinkAboutEngineering ' - EaS S ��� ASCE 7-16 Design Wind Loads wind speed v= 170 mph Exposure 'D' ,r� easyseaiscom For Wall Components & Cladding I<e- 1.0 ASD Load Combination CoeFF:0.6 Wind Pressures[psF]For use with Allowable Stress Design Kzt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.18 Triburary area at least... Tributary area at least... T Abur at st Triburary area at least Tributary area at leas, Tributary area at least Triburary area at least Triburary area at least Mean 10 sq ft 15 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft Roof 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 ZoL Zone 5 Helght n rl r orrt r Interior Corner I rlor Corner (interior) Corner (Interior) (Corner) In rl r Corn r In rlor (Corner) Int (Corner) 60't : + I + + + ! - + I - + 1 - + - + - + - + - + - + I - + I - +61 ♦53.6 -53.6 •53.G-98.2 +53.6-53.6 +53.6 -98.2 •53.61-53.6 +53.6-98.2 +52.6-S_2.9 +S2.6-95.5 •51.71-52.3 •51.7 .93.2 •51.01.51.9 •Si.O-91.3 +50.4 -51.4 •SO.a •89.7 .A9.3 •49.3•86.9_ Sft .54.2�-54.2 •54.21.99.3 +54.21 54.2 +54.21.993 •54.2I.54.2 +54.2 •99.3 •53.11.53.5 •53.11•96.5 .52.3�•52.9 +52.31.9a,3 •51.6 •52.4 +51.61-92.3 •50.91.52.0 +50.9I.90.7 +c9.9i-51.3 .49.41.87.9 (� 70 ft -54.9 -54.9 •54.91.100.6 •54.91-54.9 -54.91-100.6 -54.91.54.9 -54.91-100.6 #53.81.54.2 +53.81.97.8 -53.0-53.6 •53.01.95.5 +S2.21.53.1 +52.21.93.5 +51.6-52.7 ♦51.6 -91.9 +50.5-52.0 +50.5•89.0 75 ft •55.51-55.S +55.5 •101.8 -55.51-55.5 •55.5 -101.8 .55.51-55.5 -55.51-101.8 -54.51.54.8 .54.51-99.0 •53.61-54.2 +53.61.96.6 +52.9 -53.7 *52.91.94.7 +52.21.53.3 •52.2I.93.0 •51.2-52.6 +51.2-90.1 80 ft 456.21-56.2 •56.2 -103.0 •56.21.56.2 -56.21-103.0 +56.2i-56.2 +56.2-103.0 +55.11.55.4 +55.11-100.1 -54.2 -54.9 +54.21.97.7 -53.5 -54.4 +53.5-95.7 -52.8-53.9 -52.81.94.0 +51.71.53.2 +51.71-91.1 0 85 ft •56.81.56.8 +56.8i•104.1 +56.8-56.8 •56.81.104,1 +56.81-56.8 +56.81.104.1 +55.71.5fi.0 •55.71-103.1 •54.81-55.4 -54.81.98.8 +S4.0 -54.9 +54.01.96.8 .53.41-54.5 •53.a�-95.0 •52.31-53.8 +52.31.92.1 90 ft •57.31-57.3 •57.3 .105.1 -57.31.57.3 -57.31-105.1 +S7.31.57.3 +57.31.105.1 +56.21-S6.6 •56.2 -102.2 •55.3 -56.0 •55.31.99.8 +54.61-55.5 •Sa.6-97.7 +53.9 -55.0 •53.91.96.0 •52.81-54.3 -52.81-93.0 `+v 95 ft +57.9 -57.9 •57.91.106.1 +57.91-57.9 +57.9•.106.1 •57.91.57.9 •57.91.106.1 •56.81.57.1 •56.8;-103.1 •55.81-56.5 •55.8 -300.7 +55.1i-56.0 -55.11.98.E •54.41.55.6 •54.41.96.9 +53.3-54.8 +53.31.93.9 100 ft .58.41.58.4 •58.41.107.1 •58.41.58.4 -58.4 -107.1 •58.41-58.4 -58.4I-107.0 +57.3 -57.6 •57.3 -104.0 •56.3 -57.0 •56.3-101.6 +55.6-56.5 -55.6•99.5 •54.9�-56.1 •54.91.97.7 .53.81.55.3 +53.81.94.7 105 ft •58.91-58.9 •59.91-108.0 •58.91.58.9 +58.9-108.0 +58.91-58.9 •58.91-108.0 •57.8 -58.1 +57.8-104.9 •56.8j-57.5 •56.81-102.5 •56.0-57.0 +56.0-100.4 •55.41.56.5 •55.41.98.6 •54.21.55.8 •54.2•95.5 110ft •59.41-59.4 •59.4 -108.8 +59.4 -59.4 +59.4 -108.8 •59.41-59.4 •59.4'-108.8 -58.2 -58.6 •58.21-105.8 +57.3j.S8.0 +S7.31-103.3 •56.51-57.5 +56.51.101.2 •55.81.57.0 +55.81.99.4 .S4.71-56.2 +5a,7•96.3 115 ft •59.Bi•59.8 .59.81.109.7 •59.8-59.8 •59.81.109.7 .59.81-59.8 +59.81-109.7 -58.71.59.1 •58.71.106.6 •57.7-58.4 +57.71.104.1 +56.91-57.9 +56.91•:02.0 •56.31.57.4 •56.3-IC0.1 +55.1;-55.7 +55.1-97.1 120 ft +60.31.60.3 •60.31-110.5 +60.3 -60.3 •60.3-110.5 +60.3 •60.3 -60.31.110.5 +59.1 -59.5 +59.11-107.4 +58.21.58:9, +�8.2-304.9 •57.41-S8.3 +57.41.102.7 +56.7-57.9 +56.7-100.9 +55.51-57.1 +55.51.97.8 125 ft •60.71.60.7 •60.71-111.3 +60.71.60.7 .60.71-111.3 450.7-60.7 +60.7 -111.3 +59.51.59.9 •59.5 -108.2 458.6-59� 7iSS 61- +S7.81.58.7 +57.8-103.5 •57.1-58.3 +S7.11.101.6 •55.91-57.5 -55.91.98.5 130 ft •61.11.62.1 •61.11-112.1 +61.11-61.1 -61.1 -112.1 +61.1 -61.1 +61.1 -112.0 +59.91.60.3 -59.91.108.9 +59.OhS%9 ; +Sr9; ` +58.21-S9.1 +58.21.1D4.2 •57.5-58.7 •57.51-102.3 +56.31-S7.9 •56.31.99.2 i, 135 ft +61.51-6L5 •61.51-112.8 -61.51.61.5 -61.5-112.8 -61.51.61.5 •61.5-112.8 -60.31.60.7 +60.31-109.6 +59.4 - .R� +%1- 1 1 s!S 0 +58.5 -59.5 +58.5 •104.9 +57.8-59.1 •57.8-103.0 •56.7-58.3 •S6.7•99.8 140 ft -61.91-61.9 •61.91-113.5 +61.9 -6L9 +61.9-113.5 +61.91.6L9 •61.9-113.5 +60.7-61.1 •60.7-110.3 +59.7.40. + • 17'7 +58.91.59.9 -58.9-105.5 •58.21-59.4 •58.21.103.6 •57.0-50.6 +57.01.100.4 145 ft +62.31-62.3 +62.31-114.2 •62.31.62.3 •62.31-114.2 +62.31•62.3 •62.31.114.2 .61.11.61.5 •61.11-211.0 •60.1 0. +r1 •59.3 •60.3 -59.31.106.2 .58.E•59.8 •sa.61-t0a.3 •57.a1.59.0 +57.4 -101.1 y 150 ft •62.7 -62.7 •62.7 .114,9 +62.7-62.7 •62.7-114.9 •62.71.62.7 •62.7-114.9 +61.5•62.8 •61.5 -111.7 •60.sZ1. i• •S9.61-60.6 +59.61-106.8 -58.91.60.2 •58.91.104.9 •57.7-59.4 •57.71-101.7 155 ft •63.01.63.0 •63.0-115.5 -63.0 1-63.0 -63.0-115.5 •63.01-63.0 •63.01.115.5 -61.81.62.2 •61.81-112.3 -60.l 1. + •fi0.01.61.0 •60.01-107.4 +59.2 -60.5 •59.21.105.5 -58.01-59.7 •58.01.102.2 160 ft •63.41.63.4 +63.4 •116.2 •63.4 •63.4 +63.4 •116.2 •63.41-63.4 •63.4 •116.2 +62.11.62.5 +62.1 •112.9 •61.1 9 e + 1 +60.31-61.3 +60.3-108.0 •59.6-60.8 +59.61-106.1 •58.41-6D.0 .58.4 •302.8 165 ft -63.71.63.7 .63.71.116.8 -63.7 -63.7 •63.71-116.8 •63.71.63.7 •63.7 -116.8 -62.51.62.9 462.51-113.S •61. .2 • I.110,8 -60.61.61.6 -60.6-108.6 •59.91.61.2 .59.9j'-106.6 +58.7i-60.3 +58.7-103.4 170 ft •64.01.64.0 .64.0-117.4 •64.0-64.0 -64.01.117.4 •64.01.64.0 •G4.0-117.4 -62.81.63.2 +62.81-114.1 •61. .5 • T 111.4 .60.9-62.0 +60.9 •109,1 460.21.61.5 +60.2-107.2 .59.0-60.7 •59.0-103.9 175 ft •64.41-64.4 .64.4 -118.0 464.4 -64.4 •64.41-118.0 +64.4 •64.4 +64.4 -118.0 463.11.63.5 •63.11.114.7 •62.11-62.9 fi 112.0 •61.31-62.3 +61.31-109.7 •60.51-61.8 460.51.107.7 •59.31-61.0 •59.31-104.4 180 ft •64.7-64.7 •64.7•128.6 -64.7 1-64.7 -64.71.118.6 +64.7-64.7 •64.7-118.6 463.4 -63.8 +63.41-115.2 •62.41.63.2 +62.4 -112.5 •61.6-62.6 +62.6-110.2r46 .8-62.1 +60.8•108.3 .59.61.61.3 +59.6-104.9 185 ft +65.01-65.0 •65.01.119.1 •65.0 -65.0 •65.01.119.1 •65.0-65.0 +65.0-119.1 +63.7-64.1 -63.71.115.8 •62.71-63.5 •62.71-113.1 •61.81-62.9 -61.8-110.8 .11.62.4 •62.11.108.8 •59.81.61.6 •59.81.105.4 190 ft +65.3-65.3 •65.31.119.7 .65.3 •65.3 +65.31.119.7 +65.31-65.3 +65.31-119.7 464.0•64.4 464.01.116.3L63-OLI-63.8 •63.01-113.6 •62.1 -63.2 +62.1-112.3 .4 .62.7 •61.41.109.3 •60.11.61.8 +60.1-105.9195 ft •65.6•G5.6 .65.61.120.2 +65.G1-65.6 .65.61.120.2 •65.6-65.6 •65.6-120.2 .64.31•G4.7 +64.31.116.9 +63.31-114.1 •62.4 -63.5 +62.4 -111.8 .7-63.0 +61.7.109.8 .a - 2rlr.r160.4 -106.4 200ft -65.91.65.9 •65.9 -120.8 -65.91.65.9 +65.9 -120.8 •65.9-65.9 •65.9-120.8 464.E-65.0 -64.61-117.4 •63.61-114.6 +62.7-63.7 -52.7-112.3 .9•63.2 •61.91.110.3 -62r.4/ .+d0:7-106.9 •Des'gn conforms to the Fior'da Burling Code 7th Ed(2020). •VAM Speed rated abovo u ultimate design wand speed 13-sccond gust). •Zones 4&S('Imeriw'and corner'zones,respectivBy)are as shown to *!i ,,...,r Valid onty t ith-ngineer's •Tabulated design wind loads are based"ASCE 7•I6 specifkations fw •taus(•)&"!nus(•)signs signify pressures acting toward and away from the right,where the d:menslcn*a is!he ndnirnum of 10%of the bu^_ding's signature ra sed seal components and cladding based on design criteria as noted herein. the exterior component w cladding surface,respect4oY. least horfiontal dimension or 40%of the main roof he'ght,but never less Z •Where this document is used for permit,apptkabr-•ty of design criteria •w .rrs'Moan(average)Roof Metiht-cannot be daterminod,peak roof than 3'-C-ora%of the least hwkontal dimension. i noted here.(Bask Wind Speed,Exposure Category,Rrsk Category,etc.) height it-all be used,euept that eve height shag be used for roof angle •This specirkatton is vaU only for use with structures h0T located In the -4 "11 be vvWrd by ttv cen!ra:tc:&6.MLng official prior to censtructton. lets than or equal to 30'.Round up toval;es shown uppor one-half of an!sofated tire,ridge or escarpment,&below 1000'elev. a' a 'S a2l •This Ipecc!katlon may be used In co.^.)unzVen w!!h engireeitng under •Wind pressures are app!kabla to a0 buad. c;3 g roofs. •This specatson Is vald for use with buldings of any Risk Category, sopa.•Y.e certi8ca!laa(by this engineer w by others)us'ng Arwxablo Stress •Tabulated w:nd pressures are vard for al roe!slopes;no reduction for I.nclud:ng essential fac'ltles and buildings or other structures that Christian LanQI PE Design.(ASD). roof slope S eer+30'has b considered. represent a substantial hazard to K=.an line In the event of falwa. •Refer to the above:noted ASCE 7 standard for descrtpllons and •Trrbatary Area noted In table(offeaNe wind area;Is equal to mho •Design Is based on structure dist:Gcatlon as Encased ft g _ - - FL PE N673S2 031124 definitions of as des'en criteria. ndn!mum of[height►width)or lh!a hi/31.Round down to vales shown. 120.71r Federal Hwy,e200,Boca Raton,Fl 33432 Copyright 02021 Easy Seals rev 05/21 kG11lIILVAIIdY Dot No.A16MS.170D Ell - I -44 _ .. _.: ..._. g^ K-ck♦ ..... .... .. c .... - _ - _ ........:.F d ' ., . .........._,� :. �;:.. . ... :: . 1. ... ..... ........: K _.... ........ ...... :... 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