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HomeMy WebLinkAboutWIND LOAD WARRENp__ � ��'Seats ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHAR` - SOUTH FLORIDA EDITION - ��� r :;: . . . . .r ASD Load Combination Coefficient: 0.6 Kzt= 1.0 easyseats.corri Wind Pressures [psf] For use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Kd = 0.85 3roward, Palm Beach Broward, Palm Beach (Coast) Miami -Dade Miami -Dade (Coast) Florida Keys (Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Categf ry'C Exposure Category'D' Exposure Category'D' All Triburary Areas All Triburary AreasM+40.1 Allriburary Areas All Triburary Areas All Triburary Areas Mean Roof Zone 4 Zone 5 Mean Roof Zone 4 Zone 5 Mean Zone 5 k f Roof Zone 4 -- Zone 5 Mean Roof Zone 4 Zone 5 Interior Corner Height L-� � Interior Height L� Corner � Corner L� � Height Interior �� Corner � Height Interior �� Corner L-� up to: + - + - up to: + - 15 ft +45.9 i-49.8 + - +45.9I-61.4 - + j - up to: a .4 +40.1 i-53.6 15 ft + - +48.6 -52.7 + - +48.61-65.1 up to: 15 ft + - +51.411-55.8 + - +51.4 -68.9 15 ft +37.8 -41.0 +37.8 j-50.6 20ft +48.21-52.3 25 ft +50.1 1-54.4 30 ft +51.7I-56.1 35ft +53.21j-57.7 40ft +54.4 59.0 45 ft +55.5 -60.2 50 ft +56.6 -61.3 55 ft +57.5 -62.4 60 ft +58.4 -63.3 70 ft +54.91-54.9 80ft +56.2 -56.2 90 ft +57.3 -57.3 100 ft +58.41-58.4 120 ft +60.3 I-60.3 140 ft +61.9 -61.9 160 ft +63.4 -63.4 [180ft +64.71-64.7 ft +65.9 j-65.9 +48.2-64.6 +50.1-67.1 +51.71-69.3 +53.2 -71.2 +54.4-72.8 +55.5 -74.3 +56.6-75.7 +57.5 j-77.0 +58.4'-78.2 +54.9 -100.6 +56.21-103.0 +57.31-105.1 +58.4 -107.1 +60.3 -110.5 +61.91-113.5 +63.4 -116,2 +64.7 -118.6 +65.91-120.8 20ft +42.611-46.2 +42.6L57.0 20ft 25 ft 4 +44.6 -48.4 +44.6 -59.7 25 ft 30 ft +46.3 -50.3 +46.3I-62.1 30 ft 35ft +47.91-51.9 +47.9 -64.1 35ft 40ft +49.2 -53.4 +49.ZI-65.9 40ft 45 ft +50.5iI-54.8 +50.5 -67.6 45 ft 50 ft I +51.6 -56.0 +51.6 -69.1 50 ft h 55 ft +52.7 -57.1 +52.7 -70.5 > 55 ft 60 ft +53.6-58.2 +53.6 -71.8 60 ft 70 ft +50.7 -50.7 +50,71-92.9 70 ft 80ft +52.1-52.1 +52.1 -95.6 80ft 90 ft +53.5 -53.5 +53.5 -98.0 90 ft 100 ft +54.7 -54.7 +54.7'-100.2 100 ft 120 ft +56.81-56.8 +56.8 -104.1 120 ft 140 ft +58.7-58.7 +58.71,-107.6 140 ft V 160 ft +60.3 -60.3 +60.31-110.6 160 ft 180 ft +61.9 -61.9 +61.9 -113.4 180 ft 200 ft +63.21-63.2 +63.2 -115.9 200 ft +51.1 -55.4 +53.1 -57.6 +54.8 -59.5 +56.3 i-61.1 i +57.6i-62.5 i +58.8 -63.8 +59.9 -65.0 +60.911-66.1 +61.9-67.1 +58.2 -58.2 +59.5!-59.5 +60.8,-60.8 +61.9 -61.9 +63.9 j-63.9 +65.6'i-65.6 +67.1 -67.1 +68.5I-68.5 +69.81-69.8 +51.1'I-68.4 +53.11-71.1 +54.8II-73.4 +56.3 -75.4 +57.6-77.2 +58.8 -78.8 +59.9 -80.2 +60.9 -81.6 +61.9 -82.8 +58.2 -106.6 +59.5-109.1 +60.8 -111.4 i +61.91 113.4 +63.91-117.1 +65.6 -120.3 +67.1 -123.1 +68.5I-125.7 +69.8 j-128.0 20ft 25 ft 30 ft 35ft 40ft 45 ft 50 ft 55 ft 60 ft 70 ft 80ft 90 ft 100 ft 120 ft 140 ft 160 ft 180 ft 200 ft +54.11-58.6 +56.2 -61.0 +58.0 -62.9 +59.61-64.6 +61.01-66.2 +62,31-67.5 +63.4 -68.8 +64.5 j-69.9 +65.4 -71.0 +61.5 -61.5 +63.01-630 +64.3-64.3 +65.5 -65.5 +67.6 -67.6 +69.41-69.4 +71.0 -71.0 +72.5 -72.5200 +73.9 -73.9 +54.11-72.4 +56.2I-75.3 +58.0'-77.7 +59.61-79.8 +61.0 -81.7 +62.3 -83.4 +63.4 -84.9 +64.5 -86.3 +65.41-87.6 +61.5 -112.8 +63.0i,-115.4 +64.3 -117.8 +65.51-120.0 +67.61-123.9 +69.41-127.2 +71.0 -130.2 +73.9#..135.4 20 +40.2 -43.6 +40.2I-53.8 25 ft +42.1 -45.7 +42.1 !-56.4 30 ft +43.7 -47.4 +43.7',-58.6 35 ft +45.2 -49.0 +45.2 -60.5 40ft +46.5-50.4 +46.SI-62.2 45 ft +47.6 -51.7 +47.6I-63.8 50 ft +48.7-52.8 +48.7 -65.2 55 ft +49.7 -53.9 +49.7 -66.5 60 ft +50.6 j-54.9 +50.6-67.8 70 ft +47.8 -47.8 +47.81-87.7 80ft +49.21'-49.2 +49.2,-90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.61-51.6 +51.6 �j-94.6 120 ft +53.6 i-53.6 +53.61-98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4-58.4 +58.4 -107.0 ft +59.71-59.7 +59.7-109.4 Ln • Conforms to the Florida Building Code 6th Ed (2017). W - • Wind Speeds noted above are ultimate design wind speeds • Tabulated wind pressures are valid for all roof slopes; no a a a a ' Valid Only, Wit en$ineAr 5'- - (- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. ",signature aJ ed seal , 0 specifications for components and cladding based on design • Cities and/or counties are listed only as a general guide, • Tributary Area noted in table (effective wind area) is equal i Z criteria as noted herein. based on Risk Category II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 3]. Round 5Z 4ne 5-I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. "corner' i I ne F�, s < design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and zones, respectively) "a" _4 LU Category, Risk Category, etc.) shall be verified by the and away from the exterior component or cladding surface, are as shown to the right, where the dimension is thecontractor Eave Height & building official prior to construction. respectively. minimum of 10%ofthe building's least horizontal dimension g Feb 03 W • This specification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%of the mean roof height, but never less than 3'-0" or Mean Roof Ht engineeringunder separate certification (by this engineer or determined, peak roof height shall be used, except that eave 4%of the least horizontal dimension. Peak Height �. �� - i ChjiStlan Lan le g y by others) using Allowable Stress Design (ASD). height shall be used for roof angle less than or equal to 10°. •This spec ification s valid only for use with structures NOT I i , • Refer to the above -noted ASCE 7 standard for descriptions Round up to values shown located in the upper one-half of an isolated hill, ridge or wau FI cvannN wpii eLavpnoN FL PE #67382 .� CA,#3112 and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 • Wind pressures are applicable to all building floors. • Design is based on structure classification as Enclosed escarpment. Bldg: Copyright ©2020 Easy Seals ®OCu llnent No. A101R!