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HomeMy WebLinkAboutDesign Wind Loads ,III♦ 11 ASCE 7-10 Design Wind Loads Wind speed V= 170 mph Exposure•'D' : Eas Seals For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 •�11,11' easyseas.com Wind Pressures[psf]for use with Allowable Stress Design Kzt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.10 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Tributary area at!east Triburary area at!east Triburary area at least Triburary area at!east Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft Roof Zone a Zone S Zone 4 Zone S Zone a Zone 5 Zone 4 Zone S Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone S Height (interior) (Corner Interior (Corner) Interior Corner Interior Corner) (interior) (Corn r Interior Corner Interior (Corner) In ri r (Corner) 60'to: + + + + + + + + + + • - • - + - + 61 ft •53.6.-53.6 +53.61.98.2 •53.6-53.6 •53.6.-98.2 •53.6;-53.6 +53.6,-98.2 +52.6'-52.9 +52.6-95.5 •51.7'-52.3 +51.7'-93.2 +SLO'-51.9 +51.0:-91.3 #50.4'-51.4 •50.4;-89.7 •49.3.-SO.8 +49.31-86.9 6S ft -54.2-54.2 •54.2'-99.3 +54.2 •S4.2 •54.2 -99.3 •54.2 -54.2 •S4.2:-99.3 +53.1:-53.5 •53.1 -96.5 •52.31-52.9 •52.3;-94.3 •51.6-52.4 +5L6-92.3 +50.9'-S2.0 +50.9:-90.7 +49.91-51.3 •49.9 -87.9 70 ft +54.9-54.9 +54.9.100.6 +54.9'-54.9 •54.9 -100.6 .S4.9 -S4.9 •54.9!•100.6 +53.8'-54.2 +53.8-97.8 +53.0;-53.6 +S3.0;-95.5 +52.2 -53.1 •52.2 •93.5 •51.6 -52.7 +51.6-91.9 •50.S -S2.0 +S0.S:-89.0 75 ft +55.5 -55.5 •SS.5 -101.8 +55.5-55.5 •55.5-101.8 +55.5-55.5 •55.5.-101.8 +54.5 -54.8 •54.5 -99.0 +53.61-54.2 +53.6:-96.6 +52.9.-53.7 •52.9 -94.7 .52.2 -53.3 •52.2 -93.0 +51.2 -52.6 •51.2 -90.1 80 ft •S6.2;-56.2 •56.2 -103.0 +S6.2'-56.2 +56.2:-103.0 •56.2 -56.2 +56.2'-103.0 •55.1-55.4 +55.1 -100.1 +S4.2!-54.9 +54,2.-97.7 +53.5 -Sa.d +5 3.5 -95.7 +52.8;-53.9 -52.8-94.0 +51.71-53.2 •51.7:-91.1 8S ft +56.8;•S6.8 +56.8 -104.1 •56.8 -55.8 +56.8,-104.1 +56.8-S6.8 •56.8 .104.1 •55.7 -56.0 +55.7-101.1 +54.8=-55.4 +54.8.-98.8 +54.0:-54.9 +54.0:•96.8 +53.4'-S4.5 +53.4 -95.0 •52.3-53.8 +52.3-92.1 90ft •57.31.57.3 •57.3,-105.1 •57.3 -57.3 +57.31-105.1 +57.31-57.3 +57.3 -105.1 •56.2:-56.6 •56.2:-102.2 +SS.31-56.0 +SS.3i-99.8 +54.62-55.S •54.6;-97.7 +53.9-55.0 +53.9 -96.0 +52.8,-54.3 +52.8.-93.0 •57.9'-106.1 +57.9 •57.9 •57.91.106.1 .57.91.57.9 +57.9 -106.1 +56.8'-57.1 •56.8-103.1 +55.8 -56.5 +55.8--100.7 -55.1:-56.0 +55.1 -98.6 •54.4 -55.6 •54.4'-96.9 +53.3^-54.8 +53.3s-93.9 100 ft •58.4 -58.4 +58.4.107.1 •58.41'58.4 +58.4'-107.1 +58.4;-58.4 +58.4,-107.0 •57.31-57.6 +57.3004.0 +56.3.-57.0 +56.3-101.6 •55.61.56.5 +55.6-99.5 •S4.9.-56.1 •54.9'-97.7 •53.8-55.3 •S3.8'-94.7 1 •S 9 +58.9 -108.0 458.9'-58.9 •58.9 -108.0 •58.9'-S8.9 •S8.9;-108.0 +57.8;-58.1 •57.81-104.9 •56.8 -57.S •56.8•-102.5 •56.01-57.0 •56.0-100.4 +SS.41-56.5 •SS.4 -98.6 •54.2 -55.8 •54.2:-95.5 110 ft +59.4 -59.4 +S9.4 -108.8 +59.4.-59.4 +59.4 -108.8 •S9.4 -59.4 •59.41-108.8 +58.2'-58.6 +58.2!-105.8 •57.3 -58.0 +57.3:-103.3 •56.51-57.S •56.5 -101.2 +55.8'-57.0 +55.8.-99.4 +54.7;-56.2 +54.71.96.3 11S ft +59.8i-59.8 +59.8.-109.7 •59.8:-59.8 +59.8-109.7 +59.8:-59.8 +59.8:-109.7 •58.7 -59.1 +58.7-106.6 +57.7-58.4 +57.7:-104.1 •56.91.57.9 •56.9.-102.0 +56.3:-57.4 +56.3:-100.1 •55.1:-S6.7 •55.1 -97.1 120 ft +60.31.60.3 •60.3;•110.5 •60.3 •60.3 +60.3'-110.5 •60.31.60.3 +60.3 -110.5 •59.1 -S9.5 •59.1 -107.4 •58.2 -58.9 +58.2 -104.9 •57.4'-58.3 •S7.4:-102.7 +56.7 -57.9 .56.7'-100.9 -55.5.-S7.1 •55.51-97.8 125 ft •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 +58.6:-105.6 -S7.8:-58.7 •57.81-103.5 •57.1,•58.3 +57.1 -101.6 +55.9!-57.5 •55.9 -98.5 130 ft •61.1.-61.1 +61.Y-112.1 •61.1-61.1 +61.11-112.1 •61.1!-61.1 •61.1 -112.0 +59.91-60.3 •59.9-108.9 +59.0•-59.7 +59.0!-106.3 458.2!-59.1 +58.2?-100.2 +57.5i-58.7 •57.51-102.3 +56.3 -S7.9 +56.3;-99.2 135 ft 1 •61.5 -61.5 •61.5 -112.8 +61.5-61.5 +61.51j-112.8 461.5'-61.5 +61.5.-112.8 +60.3'-60.7 •60.3 -109.6 #59.4:-60.1 +59.4 -107.0 •58.5.-59.5 +58.5 -104.9 +57.8'-59.1 •57.8'-103.0 +56.7!-58.3 +56.7 -99.8 140 ft 1 +61.9 .61.9 +61.9 -113.5 +61.9:-61.9 +61.91.313.5 461.9;-61.9 +61.9;-113.5 +60.7'-61.1 •60.71.110.3 .59.7;-60.5 +59.7-107.7 +58.9-59.9 1 •58.9.-105.5 •58.2 -59.4 +58.2:-103.6 +57.0-58.6 +57.0-100.4 145 ft •62.3 -62.3 +62.3 -114.2 462.3;-62.3 .62.3'-114.2 •62.3.62.3 •62.3:-114.2 461.11.61.5 •61.1'-111.0 •60.1°-60.8 +60.1 -108.4 +59.3 -60.3 •59.3;-106.2 •58.6'-59.8 +58.61-104.3 +S7.4!-59.0 •57.4.-101.1 ISO It 1 •62.7-62.7 +62.7-114.9 •62.7'-62.7 •62.7-114.9 •62.7•62.7 •62.71-114.9 •61.5'-61.8 .61.S-111.7 -60.5:-61.2 +60.5 -109.0 +59.6:•60.6 •59.61-106.8 +58.9.60.2 •58.9-104.9 +S7.7-59.4 +57.7!-101.7 155 ft •63.01.63.0 •63.0:-115.5 •63.0-63.0 •63.0-115.5 •63.0-63.0 •63.0 -115.5 +61.81.62.2 +61.8;-112.3 *60.8:-61.5 +60.8-109.6 +60.0:-61.0 460.0-107.4 +59.2:-60.5 •59.2 -30S.5 •58.0,-59.7 •S8.0.-102.2 160 ft •63.4'-63.4 +63.41-116.2 •63.4 .63.4 •63.4 -116.2 +63.4 -63.4 •63.41.116.2 •62.1 -62.5 +62.11-112.9 •61.1°•61.9 +61.1 -110.3 •60.3!•61.3 +60.3 -108.0 +59.6-60.8 +59.61.106.1 +58.41.60.0 +58.41-102.8 165 ft +63.7-63.7 •63.71-116.8 +63.7:-63.7 +63.7 -116.8 +63.7.-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 +58.7 -60.3 •58.7.-103.4 170 ft •64.0-64.0 +64.01-117.4 +64.0'-64.0 +64,0•-117.4 +64.0'.44.0 •64.0 .117.4 •62.8-63.2 +62.8'-114.1 +61.8;-62.5 +61.8-111.4 .60.9!-62.0 -60.9009.1 +60.2'-61.5 •60.2;-107.2 +59.01-60.7 +59.0;-103.9 175 ft 1 •64-4 -64.4 •64.4 -118.0 .64.4'-64.4 +64.4;-118.0 +64.4:-64.4 •64.4 -118.0 .63.1 fVA 1 63.1 -114.7 +62.1-62.9 +62.1'-11-2.0 •61.3-62.3 .61.31-109.7 •60.5 •61.6 .60.5'-107.7 +59.3 -61.0 •59.3 -104.4 180 ft •64.7 .64.7 +64.7.118.6 •64.71.64.7 +64.71-118.6 •64.7:•64.7 •64.7.-118.6 .63.4 e6318 .)6 15.2 +62.4:-63.2 +62.41-112.5 •61.6-62.6 +61.6:-110.2 •60.81.62.1 +60.8-108.3 +59.61-61.3 •59.6;-104.9 185 ft •65.0 -65.0 465.0-119.1 +65.0:-65.0 •6S.01-119.1 •65.0-65.0 •65.0•-119.1 +63.7. 1 t 163 115.8 +62.7,-63.S •62.7!-113.1 •61.8 -62.9 •6L8 -110.8 +61.11.62.4 •61.1'-108.8 +59.8--61.6 •59.8-105.4 190 ft •65.3.-65.3 •65.3 -119.7 +65.3'-65.3 +65.3'-119.7 .65.3 -65.3 •65.3.-119.7 +64.0i-64t4<i 1464:_ -116.3 +63.0;-63.8 +63.0'•113.6 +62.1 -63.2 +62.1;-11L3 +61.4'-62.7 •61.41.109.3 •60.1,•61.8 +60.1 -105.9 195 ft •65.61.65.6 .65.6,-120.2 •65.6•-65.6 +65.6'.-120.2 •65.6-65.6 +6S.6!-120.2 .3 7 s a6��116.9 463.3!-64.0 •63.3;-114.1 462.4;-63.5 •62.4;-111.8 •61.7-63.0 +61.7-109.8 460.4!-62.1 •60.3-106.4 200 ft +65.9.65.9 •65.9'-120.8 •65.9'-65.9 •65.9:-120.8 +65.9 -65.9 •65.9!-120.8 /• .6 .0� 64/ -117.A +63.6.64.3 •63.61-114.6 •62.7'-63.7 .62.7 -112.3 +61.9 .63.2 -61.9.-110.3 +60.7 -62.4 +60.7!-106.9 •Dtsign conforms to the Florida Balding Cede fish Ed(2017). •Wind Speed noted above k ul;tmate das8n to s gust). •Zones a S S(•lmtrtor'and'cornoi tones,respectively)are as shown to Valid only Vrase eer's •Ta bu4ted design wird bads are Dared on ASCE 7.10 spectfxa:'oro for •pias(•)6 minus(-)tiro iignlfy getzta aw �y from ;M rtght,where the dimension•i h the nvdmum of 10%0!the buib:ng's signaturein, wmponenti and claddtrlg Dazed on design crsterta as no:od he:otn. the exterior component or Wddlreg su:.4c re �� hast horlaontal CL,ensbn or 40%of the mean roof helgh:.but never leu 1 • Where lbs Coc-�srent Is used for perm:;,aapikaDairy of design cri:erta •L'lhe:o Wean(avenge)Rao!Height'cannot e: k root than 3'-0'or 4%0!the bas:ho:tso++tal dtmens'A.i. � ro;ed here L,(Bask lvind Speed,Exposure Category.Risk Category,etc.) heSht shah DO used.except that cave heights `�Qlor ang:e •Thi!speciliu;bn h valid only for vu with structures NOT kcated In:he �l lore sh•.atl be ventrad by the contractor 8 W.tide:Q olrcul prior to construction. kss than w etlwf to IO'.Round up to whets / upper ora-full d an iso4;ed h91,ridge o+escarpment §1I a -s NOV •Th!s so"Ir Jtian may be used in con;cutkon with engin".-L,g under •W'v+d pressures aro appticabie to all bu'.id:nl Z.Z �q •This spet,Ration:s valid for use with WIcIL,gs of any Risk Category, ] separate cortif"von(by this e.,gineer or by others)using Allowable Stress •Tabulated wand pressures are V"for aft rogda IIn rel�4ion for Including aswnttal facilities and built'gs or other structures that Christian Langl PE Des;gn(ASD). roof slope 5 10'has been considered. 1 `", reprosent a subs;anital Mord to fwman rdo In the event of fa7ure. ' •Refer to the abcve•no:ed ASCE 7 standard for descriptions and •Tr,'-W..ary Area noted In table(efr;c No wind a!�)i��:al to the •Dos'gn Is basad on structure c'assMcatIon as Enclosed Bkg 'c - - oFL PE a673gZ 431124 d0 nitons of a0 design crlter4. min!rnr.•n of(he!ght x width)a(ht x h:/3).Round o values shown. 1200 r:Federal Hwy,6200.Bou Raton,Fl 33432 Copyright 02019 Easy Seals rev 1119 DoC No.AIOMS.170D Customer: FLORA #510 WorkOrder Number: 09192019010 N0301 i Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing I i 1 -58.4 74 1 38.75 88 43.75 40.5 9"o.c. 9"o.c. 2 -58.4 37 38.75 52.75 43.75 40.5 F 9"o.c. 9"o.c. 3 -58.4 144.875 97.25 164.625 97.25 94 9"o.c. 9"o.c. 4 -58.4 112 53 135 58 54.75 9"o.c. i I I i I i i I I I I I I I I i I I