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HomeMy WebLinkAboutEngineering ASCE 7-10 Design Wind Loads Wind speed V= 170 mph Exposure 'D' EasySeaL5 . For Wall Components Er Cladding ASD Load Combination Coefficient: 0.6 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 10 sq k 15 sq k 20 sq ft 25 sq k 30 sq it 35 sq k 40 sq k 50 sq k 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 5 Zone 4 Zone 5 Height In ri r (Corner) In ri r (Corner) In ri r n r (Interior) net Interior Corner) (Interior) (Corn r) (interior) (Corn r interior (Comer) 60'to: + + + 1 + + + r + + + i + - + - + - + - + I - + - 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.S •S1.7-52.3 +51.7;-93.2 +51.0'-51.9 •51.0-91-3 +50.4 -51.4 •50.4:•89.7 +49.3!-50.8 +49.3 -86.9 65 ft •54.2 -54.2 •54.2'-99.3 •54.2;-54.2 •54.2 -99.3 •54.2'-S4.2 •54.2 -99.3 •53.1 -53.5 +53.1 -96.S •52.3-52.9 +52.3'-94.3 •51.6 -52.4 •51.6-92.3 •50.9'-52.0 •50.9-90.7 +49.9'-51.3 +49.91.87.9 70 ft +S4.9-54.9 •54.9:-100.6 •54.9!-54.9 +54.91-100.6 •54.9'•54.9 •54.9-100.6 +53.8!-S4.2 +53.8;-97.8 •53.0'-53.6 •53.0:-95.5 •S2.2 -53.1 •52.2:-93.5 +51.6:-52.7 •51.6:-91.9 +50.5!-52.0 +50.51-89.0 7S ft •55.5-55.5 •55.5•-101.8 +55.5 -55.5 .55.51-101.8 +S5.5 -55.5 +55.5-101.8 •54.51-54.8 •54.5;-99.0 +53.6;-S4.2 •53.6'-96.6 +52.9-53.7 +52.911.94.7 •52.2 -53.3 •52.2'-93.0 •51.2:-52.6 •51.2:-90.1 80ft •56.211-56.2 •56.2 -103.0 •56.211-56.2 +56.21-103.0 •S6.2 -56.2 +56.2 -103.0 +55.11-55.4 •55.11.100.1 •54.21.54.9 •54.2 -97.7 +53.5:-54.4 •53.51.95.7 +52.8.-53.9 •52.81-94.0 +51.71-53.2 •51.7:-91.1 85 ft •56.8:-56.8 •56.8-104.1 •56.8-56.8 +56.8i-104.1 •56.8 -56.8 +56.8:-104.1 +55.7;-56.0 +5S.71-101.1 +54.8;-55.4 +54x8-98.8 +54.0.-54.9 +54.0;-96.8 •53.4 -54.S .53.4.-95.0 •52.3:-53.8 •52.3•-92.1 90 ft +57.3;-57.3 .57.3-105.1 +57.3-57.3 +57.3l-105.1 .57.3 -57.3 +57.3'-105.1 +56.2'-56.6 +56.2;-102.2 •55.31.56.0 .55.3.-99.8 .54.61-55.5 +541.6;-97.7 +53.9'-55.0 •53.9.-96.0 .52.8:-54.3 •52.8 -93.0 95 ft •57.9°-57.9 •57.9 -106.1 +57.9-57.9 •57.9'-106.1 •57.9 -57.9 •57.91.106.1 +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 +S3.3 -93.9 100 ft •58.4'•58.4 +58.4 -107.1 +S8.4'-S8.4 •58.4.-107.1 +58.4:-58.4 •58.4;-107.0 •57.3 -57.6 •57.3 -104.0 +56.3 -57.0 +56.3;-101.6 •55.611-S6.5 •55.6'-99.5 •S4.9 -56.1 •54.9'-97.7 •53.8.-55.3 •53.8 -94.7 105 ft •58.9 -58.9 •58.9 -108.0 •58.9 -S8.9 •58.9 -108.0 •58.9 -58.9 +S8.9 -108.0 •57.8 -58.1 •S7.8-104.9 •S6.8-57.5 +S6.8'-102.5 +56.0'-57.0 +S6.0-100.4 +55.4 -56.5 •55.4 -98.6 •54.2 -55.8 •54.2 -95.5 110 ft •59.4,•59.4 459.4 -108.8 •59.4,-59.4 •59.4 -108.8 •59.4 -59.4 459.4 -108.8 +58.2 •S8.6 •58.2 •105.8 •57.3 -58.0 •57.3 -103.3 •56.5 -57.5 •56.5 •101.2 •55.8 -57.0 •55.8 -99.4 +54.7 -56.2 •54.7-96.3 J-5ft 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 -1041.1 .S6.9 -57.9 •56.9 -102.0 •56.3 -57.4 •56.3 -100.1 •55.1 •56.7 -55.1-97.1 0.3:-60.3 •60.3 -110.5 +60.31-60.3 +60.3 -110.5 +60.3:-60.3 •60.3 -110.5 459.1 -59.5 .59.1:-107.4 +58.2 -58.9 +58.21-104.9 •57.4:•58.3 •57.4.102.7 .S6.7-57.9 +56.7-100.9 -55.5.-57.1 •55x5-97.8 •60.7 -111.3 +60.7'-60.7 +60.7 -111.3 +60.7'-60.7 •60.7 -11L3 •59.5-59.9 •59.5 •108.2 •58.6 -59.3 +58.6'-105.6 •57.8-58.7 •57.8-103.5 •S7.1.-58.3 +57.1.-101.6 •55.9;-57.5 •55.9 -98.5 1.111.61.1 •61.1 -112.1 +61.1 -61.1 •61.1 -112.1 +61.1'-61.1 •61.1 -112.0 +59.9 -60.3 +59.9-108.9 •59.0-59.7 •59.0!-106.3 •58.2;-59.1 +58.2 -104.2 +57.5:-58.7 +57.5'.-102.3 •56.31-57.9 +56.3 -99.2 1.5-61.5 +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 +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 +61.9!-61.9 +61.9-113.5 461.9:-61.9 +61.9.-113.5 +61.91.61.9 •61.9-113.5 +60.7:-61.1 •60.7'-110.3 +59.7-60.5 •59.7;-107.7 •S8.9'-59.9 •58.9;-10S.5 +58.21-59.4 •58.2-103.6 +57.0-S8.6 +57.0'-100.4 145 ft •62.3.-62.3 •62.3 -114.2 +62.3'•62.3 •62.3 -114.2 +62.311.62.3 •62.3 -114.2 -61.1:-61.5 •61.1;-111.0 .60.1 -60.8 +60.1:-108.4 +59.3:-60.3 •59.3'--106.2 +58.61-S9.8 +58.6 -104.3 •57.4 -59.0 +57.4 -101.1 150 ft •62.7:-62.7 •62.7•114.9 +62.7.-62.7 462.7-114.9 462.71.62.7 +62.7.-114.9 461.5:-61.8 .61.5;-111.7 •60.5:-61.2 •60.S -109.0 +59.6;-60.6 •59.6!-106.8 +S8.9.-60.2 •58.9.-104.9 .57.7;-59.4 •57.7.-101.7 ISS ft •63.0-63.0 •63.0.115.5 •63.0-63.0 •63.0-115.5 •63.0.-63.0 -63.0.-115.5 •61.8:-62.2 •61.8.-112.3 •60.8.-61.5 +60.8.-109.6 •60.0•61.0 +60.0.-107.4 •59.2.-60.5 •59.2 -105.5 +58.0-59.7 •58.0,-102.2 160 ft -63.4:.63.4 •63.4 -116.2 +63.4.63.4 •63.41 -116.2 +63.4111-63.41 -63,4'-116.2 *62.1!.62.5 .62.11-112.9 •61.1'.61.9 •61.1 -110.3 •60.3 -61.3 460.3:-108.0 •59.6-60.8 •59.6-106.1 +58.41.60.0 .58.4'•102.8 165 ft •63.7'•63.7 •63.7 -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 +64.0-117.4 •64.0;-64.0 •64.0 -117.4 .64.0:-64.0 +64.0;-117.4 +62.81-63.2 +62.81.114.1 +61.8!-62.5 •6L8-111.4 +60.9 •62.0 .60.91.109.1 +60.21.61.S •60.2 -107.2 +59.0'-60.7 +59.0-103.9 175 ft +64.41-64.41 +64.4 -118.0 +64.4:-64.4 +64.4 -118.0 .64.4 -64.4 .64.411-118.0 463.11-63.5 .63.1'-114.7 .62.1'-62.9 •62.1 -112.0 +61.3 -62.3 •61.31-109.7 +60.5;-61.8 •60.5 -107.7 +59.3-6L0 •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 +64.71.118.6 .63.41.63.8 +63.41-115.2 .62.41.63.2 •62.4 -112.5 +61.6-62.6 1 .61.6:-110.2 .60.81-62.1 +60.8-108.3 +59.6•61.3 •59.6:-104.9 185 ft +65.0:-65.0 .65.0-119.1 .65.0;-65.0 •65.0-119.1 +55.0,-65.0 •6S.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 +61.1 -108.8 •59.8-6L6 •59.8,-105.4 190 ft •65.3:-65.3 465.3 -119.7 .65.31.65.3 •65.3 -119.7 •65.3 -65.3 +6S.3!-119.7 +64.0-64.4 +64.0-116.3 .63.0-63.8 •63.0 -113.6 •62.1 -63.2 +62.1 -111.3 .61.4;-62.7 +61.4 -109.3 +60.1 -61.8 •60.1'-105.9 19S ft •65.6-65.6 +65.6-120.2 +65.6-65.6 •65.6-120.2 +65.6-6S.6 +65.6 -120.2 +64.3 -64.7 •64.3 -116.9 .63.3 -64.0 •63.3:-114,1 +62.4 -63.S •62.4 •111.8 •61.7-63.0 •61.7-160.4 -62.1 .60.4:.106.4 •64.6-65.0 +64.6-117.4 +63.6'-64.3 +63.6-114.6 +62.7- 3.7 •62.7-112.3 +61.9'-63.2 .61.9 -1200 ft .G5.91.65.9 -1208 •65.9-120.811 •65.9 -65.9 .65.9 120.8 107 -62.4 .60.71.106.9L=Jnx xxxx •Dos'gn conlwms to the Florida fluridi ig Cade rah Ed(2017). •WIM Speed nosed above Is ultimate design w:.•d speed(3-second gust). •Zones 4 B S(-Interlor and%o.n•r^tones,respect>reNl are as shown to a 1!4 Valid only w he gineer's •iabv:a:ed design wird bads are based on ASCE 7.10 sptUlka:tons for •plus(•)S minus(•)!isms s%g"Y wesswes acting toward and away from the rfgh!,where the dbnerio"*a D the minimum of 101 of the bu„ding's signature&rais d seal components and c!Mdu+g based on design criteria as noted herein. the ecerto:component or cbddirg surface,respectively. least ho:ttontal dimension or 40%of the mean roof height,but never less •where thio document is used for perm!!,applicabJ4y of deslgn criteria •Where-Mean(average)Roof Hell;W cannot be determined,peat roof than 3'-O•or 4%of the leas!horizontal dimension. noted herein e3azic%'And Speed,Exposure Category,Rist Category,etc) height shall be used,except tMt eave height"0 be used for roof angle •This speciIcat:on is valid only fcr use with structures r*T located In the late shall be ven.'itd by the contractor E ba4ing official prior to construct;". lett than w equal:o 10'. Round up to values shown upper one-half of an tso!ated NO,ridge or escarpment. 9 a Feb 13 2 •This specilica:ion may be used in ca?'ur+ctlon with engineering under •%'nd pressures are applicable to all build!rg floors. •This sptel icat:on is valid fw use with Wbdtrgs of any Rist Category. separate cendkation(by tt4s erxineer or by o:hers)using ARowabie Stress •Tabulated w:M wessures an valid to,all roof topes;no reduction for InciudL li e11entLal facilities and bu;dings or other structures that Des';n(ASD). roof slope S 1o'has been considered. represent a substantial hazard to human life In the event of faCure. Chrlstia gl PE •Refer to the abovesoted ASCE 7 standard fpr descri;Wto ss and •Tributary Area noted In tab'e(effective wIM area)Is equal to the •Design is based on structure clatsxkation as Enclosed gag `i- FL PE 067382 1131124 deftnit:ans of all design crit". minimum of(he;ht x width)w(ht x ht/31.Round down to values shown. wur nrvamr 12CO N Federal Hwy,e2CO3 soca Ratan,Fl.33432 Copyright m2020 Easy Seals rev 02 20 Doc NO.AlOMS.170D Customer; WEISS #903 WorkOrder Number: 10252019010 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -60.3 31.5 44.75 46.875 48.25 45 9"o.c. 9"o.c. 2 -60.3 74.25 56.5 93.875 60 56.75 9"o.c. 9"o.c. 3 -60.3 74 56.5 93.875 60 56.75 9"o.c. 9"o.c. 4 -60.3 167.875 96.25 194 96.25 93 9"o.c. 9"o.c.