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HomeMy WebLinkAboutDESIGN WIND LOADS,,..•,.._ �CEIV , ^����n 1 �- /'SCE 7-10 Design Wind Loa Mind sp ed V = 170 mph Exposure D v! t�l () For Wall Components Fi laddjIq�g$ 0 8 A D Load Combination Coefficient: 0.6 easyseats com Wind Pressures [psF] For use with Allowabl 4t�ess Qe,Sign Kv - 1. Kd - 0.85 Enclosed G dg ccpi = 0.18 Mean Triburary area at least... 10 sgft 15 sgft Triburary area at least...;54 hura least 0sgft Triburary area at least 25 sgft Tribu2 30 sgIt SMdH:a:a a 35 sgft Triburary area at least 40 sgft Triburary area at least 50 sgft Roof Height so' to: Zone Interior + Zone Corner + Zone Interior + I - Zones Corner + one erior Zone5 Corner + Zone4 Interior + Zones Corner + Zone4 Interior + ZaneS Corner + I - Zone4 Interior + - Zones Comer + I - Zone Interior + I - Zone Corner + I - Zone4 Interior + I - Zone Corner + I - 61 ft +53.6 -53.6 +53.6 -98.2 +53.6 -53.6 +53.6 -98.2 -53.6 .+53.6 -98.2 +52:6 -52.9 +52.6 -95.5 :+51.7 -52.3 : +5L7 -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 +54.21-99.3 +54.2 -54.2 +54,2-99.3 -54.2 +54.2-99.3 +53.1 -53.5 +53.1-96.5 +52.31-52.9 +52.3 -94.3 +51.6 -52.4 +51.6 .92.3 +50.9 -52.0 +50.9 -90.7 +49,91-51.3 +49.9-87.9 70 ft +54.91-54.9 +54.9 .100.6 +54.9-54.9 +54.9 -100.6 34.9 +54.9 -100.6 +53.8 -54.2 +53.81-97.8 +53.0 -53.6 +510 -95.5 +52:2 -53.1 +52.2 -93.5' +51.6 -52.7 +51.61-91.9 . +50.51-52.0 +50.51-89.0 75 ft +55.5 -55.5 +55.51-101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 -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 -SD3.0 +56.2 -56.2 +56.2 -103.0 +56.2 -56.2 +56.2 -103.0 +55.1 -55.4 +55.1 400.1 +54.2 -54.9 +54.2 -97.7 +53.5 -54.4 +53.5 -95.7 . +52.8 =53.9 +52.B -94.0 +51.7 -53.2 +51.7 -91.1 k +56.8 -56.8 +56.8 -104.1 +56.9 -56.9 +56.8 -104.1 +56.8 -56.8 +56.81-104.1 +55.71-56.0 +55.7 -101.1 +54,8 -55.4 +54.81-98.8 +54.01-54.9 +54.01-96.8 +53.41-54.5 +53.41-95.0 +52.31-53.8 +52.3 -92.1 +57.3 -57.3 +57.$ -105.1 +57.3 -57.3 +57.3 405.1 +57.3 -5 .3 +57.ii -105.1 +56.2 -56.6 +56.2 -101 +55.3 -56.0 '+55.3-94.8 +54.6 -55.5 +54.61-97.7 +53.9 -55.0 +53.9 -96.0 +52.91-54.3 +52a -93.0 95 ft +57.9 -57.9 +57. ) -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 -93.9 100 ft +58.4 -58.4 +58.4 -107.1 +58.4 -58.4 +58.41-107.1 +58.4 .58.4 +58.4 -107.0 +57:3 -57.6 '+57.3 -104.0 +56.3 -57.0. - . +56.3 -301.6 *55.6 -56.5 +55.6 -99.5 +54.9 -56.1 +54.9 -97.7 +53.8 -55.3 +53.8 105 ft +58.9 -58.9 +58.9 -108.0 +58.91-58.9 +58.91-108.0 +58.91-58.9 +58.9 -108.0 +57.81-58.1 +57.8 -104.9 +56.8 -57.5 +56.8 -102.5 +56.0 -57.0 +56.01-100.4 +55.4 -56.5 +55.41-98.6 +54.21-55.8 +54.21-95.5 110 ft +59.4 -59.4 +59.4 -108.8 +59.4 -59.4 +59.4 -108.8 +59.4 .59.4 +59.4 -108.8 +58.2 -58.15 +58.2 -105.6 +57.3 -58.0 +57.3 -103.3 +56.5 -57.5 +56.5 -10A.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 -109.7 +59.8 .59.8 +59.8 -109.7 +58.7 -59.1 +58.71-106.6 +57.7 -58.4 +57.7 -104.1 +56.9 -57.9 +56.9 -102.0 +56.31-57.4 +56.31-100.1 +55.31-56.7 +55.1 -97.1 120 ft +60.31-60.3 +60.31-110.5 +60.3 .60.3 +60.3 410.5 +60.3 160.3 - +60.3 -110.5 +59.1' -59.5' '+59.11-107.4 +58.2 -58.6 ' +58.2 -104.9 +57.4 -58.3 +57.4 -102.7 '+56.7 -57.9 +56.7 -100.9 +55.5 -57.1 +55.51-97.8 125It +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 +55.91-57.5 +55.91-98.5 130 ft +61.1 -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 +56.3 -57.9 +56.3 -99.2 135 ft +61.51-61.5 +61.51-112.8 +61.51-61.5 +61.5 -112.8 +61.5 -61.5 +61.5 -112.8 +60.3 -60.7 +60.3 -109.6 +59.4 -60.1 +59.41-107.0 +58.5 -59.5 +58.5 -104.9 +57.8 .59.1 +57.8 .103.0 +56.7 .58.3 +56.7 .99.8 240 ft +61.9 -61.9 +61.91-113.5 161.9I-61.9 +61.9 _ -113.5 '+61.9 -61.9 +61'.91-ll3.5 +60.7 .61.1 +60.7 -110.3 +59.7 -60.5 +59.7 .-307.7 +58.91=59.9 +58.9 -105:5 +58.2 _ .59.4 • }58.2 -103.6 +57.01-58.6 +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 -60.9 +60.1 -108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.8 +58.6 -104.3 +57.4 -59.0 +57.4 -301.1 iso 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 -62.8. +61.5 -331.7 +60.5 -61.2 +60.5. -109.0 +59.6 -60.6 +59.6 -106.8 +58.9 -60.2 +58.9 -304 +57.7 -59.4 +57.7 -101.7, 155 ft +63.01-63.0 +63.0 .115.5 +63.01-63.0 +63.01-115.5 +63.0 .63.0 +63A -115.5 +61.8 -62.2 +61.81-112.3 +60.8 -61.5 +60.81-109.6 +60.01-61.0 +60.01-107.4 +59.21-60.5 + +58.01-59.7 +58.01-302.2 ft +63.4 -63.4 +63.4 -116.2 +63.4 -63.4 +63.4 -116.2 +63.4 -63.4 +63.4 -116.2 +62.1 -62.5 '+62.1 -112.9 +61.1 .61.9 +61.1 -110.3 +60.3 .61.3' +50.3 -108.0 +59.6 -66. 9 �Ip6:1 60.0 +58.4 -162.8 lob k +63.7 -63.7 +63.7 -126.8 +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 ' +58.7 -60.3 +58.7 -103.4 170It +64.01-64.0 +64.0 -117.4 +64.0 .64.0 +64.0 -117.4 +64.0 -64.6 +64.0 -117.4 +62.8 -63:2 .+62.8 -114..1 +61.8 -62.5 - +61.8 -111.4 +60.9 .62.0 +60.9 -109.1 +60.2I-61.�- J+ . -107.2 +59.0'-60.7 +59.0.1-103.9 175 ft +64.41-64.4 +64.41-118.0 +64.41-64.4 +64.41-118.0 +64.41-64.4 +64.41-118.0 +63.11-63.5 +63.11-114.7 +62.11-62.9 +62.11-112.0 +61.31-62.3 +61.3 -109.7 +60.5 .61.8 +60.51-107.7 +59.3 -61.0 +59.31-104.4 180 ft +64.7 -64.7 +64.7 -118.6 +64.7 -64.7 +64.7 -118.6 +64:7 -64.7+64:7 -11$.6 +63:4 -63.8+63.4 +62.4 -63.2 +62.4 -112:5 +61.6 -62.6 +61.6 -130.2 +60.8 -62.1 +60.8-308.3 +59.6 -61.3 +59.6 -304.9 185 k +65.0 -65.0 +65.0-119.1 +65.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +63.7 -64.1 +63.7 +62.7 -63.5 +62.7 -113.1 +61.8 -62.9 +61.8 -110.8 +61.1 -62.4 +61.1 -108.8 +59.8 -61.6 +59.8 -105.4 190 ft +65.3I-65.3 +65.3 -119.7 +65.3-65.3 +65.31-119.7 +65.3-65:3 +653-119.7 +64.0 -64.4+64.0 d3:17.4 +63.0 -63.8 +63.0 -113.6 +62.1 -63.2 +62.1-111.3 +61.4 -62.7 +61.4 -309.3 +fi0.1 -fi1.e +60.1 -305.9. 195 ft +65.61-65.6 +65.6 -120.2 +65.6 -65.6 +65.6 -120.2 +65.61-65.6 +65.6 -120.2 +64.3 -64.7 +64.3 +63.3 -64.0 +63.31-114.1 +62.4 -63.5 +62.4 -111.8 +61.7 -63.0 +61.7 -109.8 +60.4 -62.1 +60.4I-106.4 200 k +65.9 -65.9 +65.9 -120.8 +65.9 -65.9 . +65.9 -120.8 +65.9 -65.9 +65.9 -120.8 +64.6 -65.0 +64.6 '+63.6 -64.3 +63.6 -114.6 +62.7 -63.7 162.7 -112.3 +61.9, -63.2 +63 9 -330.3 +60.7 -62.4 0.7 -106.9 01 • Design conforms to the Florida Building Code 6th Ed (2017). • Tabulated design wind loads are based on ASCE 7-20 specifications for 8 vents and cladding based on design criteria as noted herein. components g g Z •Where this document is used for Person, applicability of designcriteria J noted harem (Basic Wind Speed, Exposure Category, Risk category, eta) Q shall be verified by the contractor& building official prior to construction. CL • This specification may be used in conlumalon with engineering under W separate certification (by this engineer or by others] using Allowable Stress Z Design(ASD). LN • Refer to the above -noted AKE 7 sta ndard for descriptions and U definitions of all design criteria. 1200 N Federal Hwy, 4200, Boca Raton, FL 33432 • Wind Speed noted above Is ultimate design wind speed (3-second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the emedor component or cladding surface respectively. 0 g • Where "Mean al Roof Height" M"cannot be detertnlned ag determined, peak roofP height shall be used, 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 Boors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope S to- has been considered. • Tributary Area noted in table (effective wind areal is equal to the minimum of [height x width] or [ht x In / 3]. Round dawn to values shown. • Zones 4 & 5 ("interim" and "corner" zones, respectively) are as shown to the right, where the dimension 'a' is the Mnimum of 10%of the building's least horizontal dimension or 40%of the mean roof height, but never less than 3'+1" or 4%af the least horizontal dimension. • This specification is valid only for use with structures NOT located In the upper one-half of an isolated hill, ridge or escarpment. • This specification is valid for use with buildings of arty Risk Category, including essential facilities and buildings or other structures that represent a substantial hazard to human life in the event of fa[lure. • Design is based on structure classification as Enclosed Bldg Copyright ©2018 Easy Seals rev 1018 Valid only wither ineer sign�011: i�\6 seal 2520 8 ChristianTar@ey, IE FLPEI167112 CA 1: Doc No. A10MS. 70