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HomeMy WebLinkAboutDESIGN WIND LOADS,,e.,..__ t F EasySeat ASCE 7-10 Design Wind Loads wind speed V = 170 mph Exposure D For Wall Components & Cladding SCANNE�xsD Load combination Coefficient: 0.6 easyseals.com * BY Wind Pressures [psQ For use with Allowable Stress Deslgriucia d<zt- 1.0 Kd = 0.85 Enclosed Bldg ccpi = 0.18 Mean Tributary area at least... 10 sq ft Tributary area at least... 15 sq ft Triburary area at least 20 sq It Triburary area at least 25 sq it Triburary area at least 30 sq ft Triburary areaa I 35 sq ft Tributary area at least 40 sq ft Triburary area at least 50 sq it Roof Height 60'to: Zone Interior + Zone Corner + Zone Interior + Zones Corner + Zone4 Interior + Zones Corner + Zone4 Interior + Zone Corner + l Zone Interior + Zone Corner + Zone4 Interior + Zones Corner + Zone4 Interior + Zone Corner + I - Zone4 Interior + I - Zone Corner I + 61 ft +53.6 -53.6_ +53,6 -98.2 1+53.6 -53.6 '+53.6 -98.2 - '*53.6 -53.6 1 +53.6 198.2 +52.6 152:9, 1 +52.61-95.5 +51.7 -52.3 1 +51.7 -93.2 '+51.0 -51.9; +51.0 -91.3 +50.4 -51.4 _ +50.4 -89.7 '+49.3 -50.8 1 +49.3 -86.9 65 ft +54.2 -54.2 +54.21-99.3 +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 1 +54.2 -99.3 +53.1 -53.5 +53.1 -96.5 +52.3 -52.9 1 +52.3 -94.3 +51.6 .52.4 1 +51.61-92.3 +50.9 -52.0 +50.9 -90.7 +49.9 -51.3 +49.9 -87.9 70 if +54.9 -54.9- +54.9 -fOO,6 +54.9 -54.9 +54.9 71006 +54.9 -k!9 1 +54.9 -100.6 -+53.8 -54.2 . +53.8 -97.8. +53.0 -53.6 +53.0 -95.5 +52.2 -531 +52.2 -93.5- +51.6 -52:7 .+51.6 -91.9 . +50.5 -52,0 1 +50.5 -89.0 75 ft +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 -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 +56.2 -56.2, +56.2--303.0 +86.2 -56.2 '4M.2 -103.0 +56.2 -56.2 +56.2 -103.0 .+55.1 -55.4 +55:1 :100.1 +54.2 -54.9 +54.2 :977 +53.5 :54.4 +53.5 -99.7 +528 -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 +54.0 .54.9 +54.0 .96.8 +53.4 -54.5 +53.4 -95.0 +52.3 .53.8 +52.3-92.1 90ft ;+57.3 57.3 +57.3 -105.1 +37.3 -57J +7.3'-165.1 +57.3 .57.3 +57. -105.1 56. -56.6 +56:2 -1022 +53 -56.0 +5.3 -94.8 +4.6 -55.5 +5.6 -97.7'+53.9 =55.0 +53.9 -9.0 +52.8-54.3 +52.8 a 95 ft +57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +57.9 -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 +53.3 .+58.4 -58.4+-107.1. +58.4 -584 +58.4 -307.1 +58.4 -58.4 458.4 -107.0 57.3-7.6 57.3 1D4.0 +5.3 -7.0 56.3 306100ft +55.6 -65 +55.6-99 :+54.9 -56.1 +54.9 -97.7. +53.8 -55.3. .+5.8 -947 105 ft +58.9 -58.9 +58.9-58.9 +58.9 -108.0 +58.9 -58.9 +58.9 -108.0 +57.8 -58.1 +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. -95.5 10 ft r+59.4 -59.4 +59.4-108.8 +59.4 -59.4 +59.4 -108.8 994 +5.4-5 ._+55.5, +59.-108.8+8.2-58.6 +58.2 -1058 +57.3 -5.0+53 10.3.3. +56.5 -55+65 -301.2+55.8 -57.0 +558 -994= +54.7 -56.2_ +5.7 -96.3 +59.8 -309.7 +59.8 -59.8 +59.8 -109.7 +59.8-59.8 +59.8-309.7 +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 -57.4+56.3-100.1 +55.1 -56.7 ++59.8-59.8 120 ft 60.3 -110.5 +60.3 -60.3 +60.3 =110.5 .+60 3 -60.3 +60.3 -110.5 -+59.1 -59.5 :+59.1-301.4 +58.2 -58.9 , +58.2 -104.9 +57.4 .58.3 +57.4 -102.7 '+56.7 +56;7 -106.9 +SM -5711 +S5.5 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 +57.8 -58.7 +57.8 -103.5 +57.1 -58.3 +57.1 -101.6 +55.9 -57.5 ++ - ft. .+61.1 -112.1 +61.2 -6.1 +61.1 12.1 +61.1 61.1 .L1 -11.0 59.9 -60.3 +59.9-308.9+59.0-5 . +58.2 -591 +58.2 -104.2 -+57.5 -587- +57.5 -102.3 +56.3 -57:9 .+56.3 -99.2130 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 +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 :+61.9 -61.9_: "+61.9 -1115. +61.9 -61.9 +61.9 -A3.5 '+61.9 161.9 +6L9 -113.5 +60.7 -61.1 +60.7 -110.3 +59.7 -60.5 '+59.7 -107.7 a59.9 -59.9. +58.9 -105:5 .i58.2-59.4 }58.2 =10ifi +57.0 -58.6, +57.0 -100.4 145 ft +62:3 -62.3 +62.3-114.2 +62.3-62.3 +62.3 -114.2 +62.3 -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 +58.6 -59.8 +58.6 -204.3 +57.4 .59.0 +57.4-101. 1 .150 ft +62.7-62.7 +62.7 -114.9 +62.7 -62.7., +62.7 -114.9 +62.7-62.7 -+62.7 -114.9 +61.5 -61.8; +61.5 -111.7,+60.5 -61.2. +60.5'-109.0 +59.6-60.6 +59.6 -306,8 '+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 +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 -HA +63A -116.2 +63.4 -63.4. '+63.4 -316.2 ' +63.4 -63.4 1. +63.4-116.2+621 -62.5 462.1 -112.9 +61.1 -61.9 +1.1 -110.3 +60.3 '61.3 : 603 108.0 +99.6 -66.8 +59.6 -106:1+58.4 -60:0 +58.4-162.8 165 ft +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 1 +63.7 -116.8 +62.5 .62.9 1 +62.5 -113.5 +61.5 -62.2 1 +61.5 -110.8 +60.6 -61.6 +60.6 -308.6 +59.9 -61.2 +59.9 -106.6 +58.7 -60. +5.7 170 +640-69.0 . +64.0 -117.4 +64.0 =64.0 +64.0 -64.0 -63.2 +62.8 +61.8 -62.5 +61.8 -111.4+60.9 -62.0 +60.9 -109.1+60.2 -6L5 +60.2 c107.2 +5.0 9 607ft +59. 0+.0-317.4+628 ft +64.4 -64.4 +64.4 .118.0 +64.4-64.4 +64.4 -118 4175 .64.4+64.4-118.0+63.1 -63.5+63.1 .114.7 +62.1 -62.9 +62.1 -112.0 +61.3 -62.3 +61.3 -109.7 +60.5 -61.8 +60.5-107.7 +59.3 -61.0 +59.3-104.4 ft +64.7 -647 +64.7-118.6 +64.7 -64.7 +647 -118.6 -64.7 :+64.7 -118.6 '+63.4 :63.8 -+63A -115.2 +6.4 -63.2 +2.4 : -1125 +61.6 =62.6 +61.6 -110.2 +0.8 -62.1 +60.8-108.3 +59.6 -61.3 +59.6 -104.9180 ft +6S.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 -65.0 +650 -119.1185 63.7 -64.1 +63.7 -115.8 +62.7 -63.5 +62.7 -113.1 +61.8 -62.9 +6L8 -110.8 +61.1 -62.4 +61.1 -108.8 +59.8 -61.6 +59.8-1054 ."3 ft +65.3 -65.3 653 +. 3 +5 4 63036 : + +61.4 -109.3 +60. -61.8 +601 305.9 195 ft +65.6 -65.6 +656 1202 +65.6-65.6 +65.6 -120.2 -65.6 +65.6 2 -10.2 +64.3 -6.7 +436.9 +63.3-64.0 +63.3 -14.1 +62.4 -63.5 +62.4-111.8 +61.7 -63.0 +61.7 -109.8 +1 6.4 -62.1 +0:190 6D.4-106.4 . +5.9 . 4 6 +6-3 0 +0 6.746.7 +0+65 106.9200ft Ln •Design conforms to the Florida Building code 6th Ed(2017). LU •Tabulated design wind leads are based on ASCE 7.10specifications for F and cladding based on design criteria as noted herein. Wheg g o components Z Where herein sdasic Witlsused, Esmosture category, Rik design category, iteria etc.) J noted M1erein )Basic Wind Speed, Eapozure Category, Risk Category, etc.) �f shall be verified by the contractor St building official prior to construction. • This specification may be used in conjunction with engineering under LLI separate certification (by this engineer or by others) using Allowable Stress W Design(ASD). U • Refer to the above-notedASCE 7 standard fordescriptlons and definitions of all design criterfa. 1200 N Federal Hwy, #200, Boca Raton, R. 33432 • Wind Speed noted above is ultimate design wind speed (3-second gust). + signs signify pressures actin toward and awe from •Plus &minus - si p g Y () g B y [, Where"Mcomponent surface res ctee . g pe IY Roof Height" be determined, peak roof •When shall be used, g o to thanor eqused, except that eave height shall be used for roof angle less than or equal to 10'. Round up to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 5 to- has been considered. • Tributary Area noted In fable (effective wind area) is equal to the minimumof[heightvwidth]or[htght/3). Round down to values shown. •Zones 4 & 5 "Intenor°and °corner°earn, respectively) re aas shown to the right, where the dimension °a° B the minimum of 10%of the bulltlin 's g B least horizontal dimension or 40% of horizontal d mean ns roof height, but never less B , than 3'-0" or4%ef the least horizontal dimension. •This specification is valid onlyfor use with structures NOT located in the upper one-half of an Isolated hill, ridge or escarpment. • This specifiation Is valid for use with buildings of any Risk category, Including essential facilities and buildings or other structures that represent a sobstantial hazard to human life In the event of fallure. • Design is based on structure classification as Enclosed Bldg Copyright ©2017 Easy Seals rev 1217 Valid only with engineer's signature117,1 ed seal Dec Christian Langle PE FL PE #67382 C #31124 Doc No. A10 s.170D Customer: TIVOLI ..orkOrder Number: 11132017007 N0301 Unit No. Wall Pressure Opening Width lopening Height I Shutter Width I Shutter Height Slat Length Anchor Spacing 1 -97.8 590.25 1 97 590.25 97 93.75 3"o.c. 3"o.c.