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HomeMy WebLinkAboutEngineering S E�� tS ASCE 7-16 Design Wind Loads Wind speed V= 170 mph Exposure D _ For Wall Components & Cladding Ke. 1.0 ASD Load Combination Coeff:0.6 Y- rr easyseals.cam Wind Pressures[psf]for use with Allowable Stress Design Kzt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.18 Tributary area at least... Tributary area at least_. Tributary area at least Tributary area at least Tributary area at least Tributary area at least Tributary area at least Tributary area at least Mean 10sgft 15sgft 20sgft 25sgft 30sgft 35sgft 40sgft 50sgft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 Height (interior (Corner) In r' r (coined (interior) (Corner) interior Corner in ri r Corn r (interior orner In ri r (Coiner) In r' r (Coin girl 61 ft •53.6 -53.6 .53.6;•98.2 +53.6 -53.6 +53.6•-98.2 •53.6-53.6 •53.6-98.2 .52.6-52.9 +52.6-95.5 +52.71•52.3 +51.7,-93.2 +51.0.-S1.9 +S1.0-91.3 •50.4'-51.4 +50.4 -89.7 •49.3 -50.8 +49.3:-86.9 65ft +54.2•-54.2 +S4.2 -99.3 •54.2 -S4.2 .54.2:-99.3 •54.2 -54.2 •54.2 -99.3 •53.1 -53.5 +53.1'•96.5 +52.3!-S2.9 452.3:.94.3 •51.6 -52.4 +51.6 -92.3 +50.9 .52.0 +50.9 -90.7 .49.9'-51.3 449.9-47.9 70 ft +54.9:-54.9 +54.9 -100.6 +54.9 •54.9 +54.9'.-300.6 •54.9 -54.9 +54.9 -100.6 +53.8 -54.2 +53.8�-97.8 +53.0`-53.6 •53.0-95.5 •52.2i-53.1 •S2.2 -93.S •51.6-52.7 +51.6-91.9 +50.5:-52.0 +50.549.0 75 ft •55.S--SS.5 •S5.5 -101.8 •55.5 -55.5 +55.5;-101.8 •55.5-55.5 +5S.5-301.8 +54.5-54.8 +S4.5 -99.0 +S3.6-54.2 +53.6-96.6 .S2.9:-53.7 •52.9'-94.7 •52.2 -53.3 +S2.2 -93.0 +51.2 -52.6 +51.2 -90.1 80ft •56.21-56.2 .56.2 -103.0 +56.2•-S6.2 •56.2i-103.0 +56.2'--56.2 •56.2;-103.0 .55.1€-55.4 +55.1 -100.1 •54.2 -54.9 •S4.2 -97.7 +S3.5'-54.4 •53.5i•95.7 +52.8'-53.9 •52.8-94.0 •51.7!.53.2 .51.7;-91.1 85 ft +56.8.-56.8 +56.8-104.1 •56.8-56.8 •56.8'-104.1 •56.8:-56.8 +56.8-104.1 •55.7:-56.0 +55.7 -101.1 •54.8-55.4 •54.8-98.8 •S4.0'-5.4.9 •54.0'.-96.8 •53.4 -54.5 +53.4 -95.0 •52.3-53.8 +52.3-92.1 90ft 1 +57.3--57.3 +57.3 -105.1 +57.3-57.3 •57.3'-105.1 +57.3;-57.3 +57.3 -105.1 +56.21.56.6 +S6.2 •102.2 +55.3 -56.0 +55.3 -99.8 +54.6.-55.5 +54.6:-97.7 +53.9 -55.0 +53.9-96.0 +52.8:-54.3 +52.8:-93.0 9S ft •57.9'-57.9 •57.9 -106.1 +57.9;-57.9 •57.9 -1D6.1 +57.91.57.9 •57.9:-106.1 .56.8;-57.1 •56.8-103.1 •55.8 -56.5 •55.8-200.7 +55.1 -56.0 •55.1;-98.6 +54.4 -55.6 +54.4 -96.9 +53.3:-54.8 +53.3 -93.9 100ft •58.4'•58.4 +58.4 -107.1 .58.4'-58.4 •58A -107.1 •58.4;•58.4 •58.4:-107.0 •57.3'•S7.6 •57.3 -104.0 +56.3 -57.0 +56.3-101.6 •S5.6-56.5 •55.6-99.5 +54.9-S6.1 +S4.9-97.7 +53.8'-SS.3 +53.8'-94,7 105 ft •58.9 -58.9 •S8.9-108.0 +S8.9•58.9 +S8.9 -108.0 +58.9-58.9 •58.9 .108.0 +57.8-S8.1 •57.8-104.9 .56.8-57.5 •56.8 -102.5 +56.0-57.0 +56.0-100.4 +55.4 -56.5 •55.4 •98.6 +54.2 -55.8 +54.2--95.5 110 ft +59.4 .59.4 .59.4:-108.8 +59.4 -S9.4 .59.4 .108.8 +59.4!•59.4 +59.4;-108.8 +58.2;-58.6 •58.2 -105.8 +57.3;-58.0 +57.3i-103.3 +S6.5 -57.5 +56.51-101.2 +55.8-57.0 +55.8-99.4 •54.7-56.2 +54.7•-96.3 115 ft •59.8-59.8 +59.8--109.7 +59.8-59.8 •59.8-1D9.7 +59.8-59.8 •59.8-109.7 +58.7'-59.1 •58.7 -106.6 +57.7-58.4 •57.7--104.1 +56.9 -57.9 +56.9-102.0 +56.3 -S7.4 +56.3-100.1 +55.1=-56.7 •55.1-97.1 120ft •60.3-60.3 +60.3'-110.5 .60.3-60.3 •60.3 -110.5 +60.3-60.3 •60.3 -110.5 •59.1.-59.5 +59.1 -107.4 +58.2,-58.9 +58.2;-104.9 •57.4 .58.3 +57.4'-102.7 +56.7-S7.9 +S6.7-100.9 •SS.5,57.1 +55.5-97.8 125ft •60.7-60.7 •60.7;-111.3 +60.7'-60.7 +60.7 -111.3 +60.7:-60.7 +60.7 -111.3 .59.5 -59.9 •59.5=-108.2 .58.6 -59.3 .58.6E-105.6 +S7.8 -58.7 .57.8.-103.5 •57.1 -58.3 •57.1 -101.6 •55.9.-57.5 +55.9 -98.5 130 ft +61.1 -61.1 +61.1!-112.1 461.1!•61.1 .]f t.l +61.1 -61.1 •61.1 -112.0 •59.9 -60.3 •59.9!-108.9 +59.0!-59.7 +59.01.406.3 •58.2.-59.1 +58.2 -104.2 +S7.5-S8.7 +57.5'-102.3 •56.3;-57.9 •56.3-99.2 135 ft •61.5 -61.5 -61.5'-112.8 +61.5 -61.5 •61.5-112.8 •61.5 -61.5 +61.5 -112.8 •60.3 -60.7 •60.3:-109.6 •59.4 -60.1 •59.4 -107.0 +S8.5 -59.5 .58.5:-104.9 457.8 -59.1 •57.8 -103.0 •56.7 -58.3 +56.7-99.8 140 ft •61.9-619 +61.9 -113.5 +61.9 -61.9 +61.9'-113.5 +61.9-61.9 •61.9-113.5 •60.7-61.1 +60.7-110.3 .59.7-60.5 +59.7,-107.7 •58.9,-59.9 +S8.9:-105.5 +58.2 -59.4 •58.2;-303.6 •57.0'-58.6 .57.0:-100.4 145ft +62.3 -62.3 +62.3 •114.2 •62.3 - .. 2.3'-114.2 •61.1 -61.5 •61.1 -111.0 •60.1 •60.8 460.1 -108.4 +59.3€-60.3 +59.3 •106.2 •58.6:-59.8 +58.6=-104.3 +57A -59.0 +57.4.-101.1 150 ft •62.7'-62.7 +62.7-114.9 +62.7 It 62.7-114.9 4.9 •61.5 .61.8 •61.5 -111.7 •60.5 -61.2 460.5 -1D9.0 +59.6.-60.6 •59.6-106.8 +58.9'-60.2 +58.9 -104.9 +57.7-59.4 •57.7'-101.7 155 ft •63.0'.-63.0 +63.0 -115.5 + 65101.U11 19341#3005'-� 5.5 .61.8E-62.2 •61.8-112.3 +60.8 -61.S •60.8-109.6 460.0•61.0 •60.0 -107.4 •59.2;-60.5 •59.2 -105.5 +58.0 •S9.7 •58.0 -102.2 160ft 1 •63.41-63.4 •63.4 -116.2 . .4 6 ® I 116.2 +62.1 -62.5 •62.1.-112.9 +61.1'.-61.9 •61.1•-110.3 +60.3 -61.3 •60.3-108.0 +59.61.60.8 •59.6-106.1 +58.4 -60.0 .58.4E-302.8 165 ft •63.7'-63.7 •63.7 -116.8 •63.7-63.7 •63. -63.7 •63.7 -116.8 +62.5 -62.9 +62.5-113.5 .61.5°-62.2 +61.5-110.8 +60.6 -61.6 •60.6:-108.6 •59.9 -61.2 +59.9 -106.6 +S8.7 -60.3 +58.7-103.4 170ft -64.0-64.0 •64.0;-117.4 .64.0'-64.0 464.H 1 . 114 6'ro-64.0 •64.0-117.4 462.8-63.2 +62.8-114.1 .61.8:-62.5 .61.8:-111.4 •60.9-62.0 +60.9E-109.1 .60.2 •61.5 .60.2 -107.2 •59.0.-60.7 •59.0-103.9 175ft .64.4 .64.4 .64.4E-118.0 •64.4!.64.4 .64.4 -118.0 •64.4 -64.4 1 +64.4­118.0 •63.1 -63.5 +63.1:-114.7 462.1 -62.9 +62.1;-112.0 •61.3.-62.3 +61.3E-109.7 +60.S -61.8 460.5 -107.7 •59.3-61.0 .59.3:-104.4 180 ft •64.7 -64.7 •64.7:-118.6 •64.7 -64.7 +64.7:-118.6 •64.7 -64.7 +64.7:-118.6 •63.4:-63.8 +63.4 -115.2 +62.4 -63.2 •62.4'-112.5 •61.6;-62.6 +61.6:-110.2 +60.8-62.1 +60.8-108.3 •59.6:-61.3 +59.6-104.9 185ft •65.0 -6S.0 +65.0..119.1 •65.0-65.0 •65.0�-119.1 +65.0-65.0 •65.0.-119.1 +63.7-64.1 463.7 -115.8 •62.7 -63.5 •62.7•113.1 •61.8-62.9 •61.8-110.8 461.1 -62.4 •61AA08.8 •59.8-61.6 +59.8-105.4 190ft +65.3E-65.3 +65.3 -119.7 •65.3 -65.3 +65.3E-119.7 •65.3:.65.3 •65.3 .119.7 +64.01.64.4 •64.0-116.3 •63.0-63.8 •63.0-11-3.6 +62.1'•63.2 •62.1•-111.3 +61.4;-62.7 •61.41.109.3 •60.11.61.8 .60.1-105.9 195 ft •65.6:-65.6 1 465.6-120.2 •65.6-65.6 +65.6-120.2 •65.6;-65.6 •65.6•1Z0.2 •64.3'-64.7 •64.3 -116.9 •63.3 -64.0 463.3-114'1 +62.a -63.5 •62.4 -111.8 •6 .7•63.0 •61.7-109.8 -ti0.e •62 1 •60',4 -106.4 200ft •65.9 -65.9 +6S.9 -120.8 •65.9 -65.9 •65.9 -120.8 .65.9E.65.9 •65.9 -120.8 +64.6-65.0 •64.6-117.4 +63.6:-64.3 •63.6 -11a.6 •62.7-63.7 •62.7-112.3 •61.9:•63.2 •61.9'P10:3 !60.?'•,62:4• 7•f106.9 •Design conforms to the Florida goading Code 71A Ed(2020). •Wind Speed noted above is uRLma:e design wi•+d speed(3secend gust). •Iones 4 Y S('Interior'aM'cener'zones,respectNety)are as shown to ��� :,�}_y=; lid only. ith a�gineer's •7abu4tcd design w1r,bads are based a ASCE 7.16 spe0ka9c is!or •)6 trims(-)signs i41"amss.'es ac7trg toward and away from the right,whore;lee dlmtns:on*a'is the minimum cf 10%of the tnald:n�s tomponins and tGddirg based on design crlte:sa as noted herein. the e 'componertl or cladding tur!ace,rtspactivoy. least hor4onUl dtmensbn or a0%o!the r.,ean roof hetgAt,loos never Less i - S4�naIGf &tali d seal •\'lhe:e the documen:Is used far writl'.appCcabX*.V of design crittr?,,It \Yhe:t (average)Roof Ffesght'carrot be determined.peak roof than 3'-0'at 4%of:he leas!hortton;al dimemsbn. `, ._ -- noted herein(Banc Wind Spied,Exposure category,Risk Category,elc.r44hc/yht yule be used,except that cave height"0 be used for roof an& •This specir"tion Is valid only for use wish strsrctwes NOT located in the Ian snap be verified by the contractor 8 tue4ing official prior to cor strructbn. less�n KwI to 10'. Round up to valuos shown ";it one-half of an isosa:ed Ail,ridge or escarpment.G below 1t100'elev. - a S ,fCt'b 211 i - •TNs sp+dlica::a•+r^aY be used in confu7+c:ion wilA e.•+gineering urS hjs •VAd a(Ppres are appScab:e to all bu:'d:rg Fears. •This specification is valid for use wt:`bAAd:ngs of any Risk Category, - separate cenifka6an(by ovs ergincer or by others)using AlbwaC4'S abuts-e tNM p osswts are vafd!w all roof%Ia"&;no reducllen for indud' ssen:i'l!ao`�ttes and W6OIn s or otAtr structures that Design(ASD). J/C/ y� s 10•has been cons'dored. rowesW n card to Auman life In the even!of fallwe. ehrislian'Lan ,PE •Refer to the above-noted ASCE 7 standard for descripttors and Qr1;r ,Aria nosed In;ab!e(effective wind area)Is Bawl to the •D-sZo, pds4�ci�OPration is Enciostd Bldg • .�• .r FL PE k67382�LS.170D p3.1124 defin!:ions of all design cri:erfa. miner!: of fgm a width)or(ht a h:/3).Rav:+d d tB hue n. J wxu nrvarw+v + 1200 N Federal Hwy,■200,Kota Raton,FL 33432 +2 '� f yr� 2 gy Seals rev 02 21 UOC No.Al