HomeMy WebLinkAboutAPPROVED KORNILOFF WINDLOADASCE 7-16 Design Wind Loads REGIONAL WIND LOAD CHART
- SOUTH FLORIDA EDITION -
Z
Easy SeLAS For Wall Components &Cladding
ASD Load Combination Coeff: 0.6 Kzt = 1.0
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Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Ke=1.0 Kd = 0.85
Broward 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 Category'C' Exposure Category'D' Exposure Category'D'
Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mea All Tri uraryAreas
Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5
Height (interior) (Corner) Height (interior) (Corner) Height (interior) (Corner) Height (interior) (Corner) Height (interior) (Corner)
up to: + + up to: + + up to: + + - up to: + - + up to: + +
68.9
15ft +37.8I41.0 +37.8 -50.6 15ft +45.9 49.8 +45.9 1 -61.4 15ft +40.1-53.6 15 ft +48.6-52.7 +48.61-65.1 15 ft +51.4 55.8 +51.41-
20 ft +40.21-43.6 +40.2�-53.8 20ft +48.2( 52-3 _+�.6 20ft +42.6 -46.2 +42.61-57.0 20ft +51.1-55.4 +51.11-68.4 20ft +54.11-58.6 +54.1 72.4
25 ft +42.11-45.7 +42.11-56.4 25 ft +50.1-54.4 +50,11-67.1 25 ft +44.6-48.4 +44.6 -59.7 25 ft +53.11-57.6 +53.1 71.1 25 ft +56.2i-61.0 +56.2 -75.3
15
20 ft ft
25ft 0 ft
62.1 30ft +54.8i-59.5 +54.8 73.4 30 ft +58,01-62.9 +58.0 77.7
30 ft +43.71-47.4 +43.71-58.6 30 ft +51.7 -56.1 +51.7L69.3 30 ft +46.3 -50.3 +46.3
35 ft +45.21-49.0 +45.2!i-60.5 35 ft +53.2 -57.7 35 ft +47.9 -51.9 +47.91-64.1 35 ft +56.3 61.1 +56.3 -75.4 3Sft +59.61-64.6 +59.6-79.8
ft
40 ft +46.51-50.4 +46.5 -62.2 40 ft +54.4i-59.0 +54.4 -72.8 40 ft +49.21-53.4 +49.2 65.9 40 ft +57.6 62.5 +57.6 -77.2 4 dOft +61.0 66.2 +61.0 81.7
45 ft +4 7 45 ft +55.51-60.2 +55.51-74.3 45 ft +50.51-54.8 7.6 45 ft +58.8 -63.8 +58.8 -78.8 45ft +62.3 -67.5 +62.3 _83.4
50 ft +48.7I_52.8 +48.71-65.2 50 ft +56.6 61.3 +56.6i-75.7 50 ft +51.6�-56.0 +51.6'-69.1 50 ft +59.91-65.0 +59,91-80.2 50 ft +63.4 -68.8 +63.4 84.9
55 ft +49.71-53.9 +49.71-66.5 55 ft +57.5i-62.4 55 ft +52.71-57.1 +52.7 _70.5 55 ft 55 ft +64,5 -69.9 +64.5 _86.3
60 ft +50.6 1-54.9 +50.6 _67.8 60 tt +58.41-63.3 +58.41-78.2 60 ft +53.61-58.2 60 ft +61.9 67.1 +61.9 82.8 60 ft +65.4-71.0 +65.4 -787.6
70 ft +47,8 47.8 +47.8�-87.7 70 ft +54.9 54.9 +54.91-100.6 70 ft +50.7 -50.7 +50.71-92.9 70 ft +58.21-58.2 70 ft +61.5 61.5 +61.51-112.8
80 ft +49.2 1-49.2 +49.2 1 -90.2 80 ft +56.2-56.2 +56.2 -103.0 80 ft +52.11-52.1 +52.11-95.6 80 ft +59.51-59.5 +59.51-109.1 80 ft +63.0 63.0 +63.0 115.4
90ft +50.41-50.4 +50.4 _92.5 90ft +57.31-105.1 90ft +53.5 -53.5 +53.51-98.0 90 ft 1 +60.81-60.8 +60.81-111.4 90ft +64.3 _64.3 +64.3 _117.8
100 ft +51.61 -51.6 +51.6�-94.6 100 ft +58.4 -58.4 100 ft +54.71-54.7 +54.71-100.2 100 ft +61.9I-61.9 +61.91_113.4 100 ft +65.5 �-65.5 +65,51-120.0
120 ft +53.6 53.6 +53.6 -98.3 120 ft +60.31-60.3 +60.31-110.5 120 ft +56.811-56.8 +56.8 104.1 120 ft +63.9 63.9 120 ft +67.6-67.6 +67.6 123.9
+55.4�-101.5 140 ft +61.9�-61.9 +61.91-113.5 140 ft +58.71-107.6 140 ft +65.6+69.4 69.4 �-65.6 +65.6 -120.3 140 ft +69,41-127.2
160 ft +56.91-56.9 +56.91-104.4 160 ft +63.41-63.4 160 ft +60.3 1-60.3 +60.31-110.6 160 ft +67.1 -67.1 +67.1i-123.1 160 ft +71.0 -71.0 +71.0 -130.2
180 ft +58.4;-58.4 +58.41-107.0 1810 ft +64.71-64.7 +64X-118.6 180 ft +61.91-61.9 +61*-113.4 180 ft +68.5�-68.5 +68.5 -125.7 180 ft +72.51-72.5 +72.5 -132.9
200 ft + +59.7 -109.4 2 1-1208 [:L+63.2 -63.2 +63.211-115.9 [200 ft 69.8 +69.8 -128.0 200 ft +73:4 - 3' 9 -135.4
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In Conforms to the Florida Building Code 7th Ed (2020). -Wind Speeds noted above are ultimate design wind speeds - Tabulated wind pressures are valid for all roof slopes; no 'V.a onl lth,enOinebrs
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F- • Tabulated design wind loads are based on ASCE 7-16 (3-second gust). reduction for roof slope 5 10' has been considered. ,.sjgnatu & ised 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
Z criteria as noted herein. based on Risk Category 11 buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 3]. Round Zone
4 5 Zone
_J - Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. Zone n4l
< design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward - Zones 4 & 5 ("interior" and "corner" zones, respectively)
C:f 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 "a" is the
c.n�ra�lo, � building official prior to construction. respectively. minimum of 10% of the building's least horizontal dimension -Eave Height
Z 2-
LU specification may be used in conjunction with - Where Mean (average) Roof Height cannot be or 40% or the mean roof height, out never less than 3'-0 or - Mean Roof lit
engineering under separate certification (by this engineer or determined, peak roof height shall be used, except that eave 4% of the least horizontal dimension. - Peak Height
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
- 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 NAW.UZU1=11
and definitions of all design criteria. : Wind pressures are applicable to all building floors. escarpment, and below 1000' elevation.
1200 N Federal Hwy, #200, Boca Raton, FL33432 • Design is based on structure classification as Enclosed Bid Copyright @2021 Easy Seals
Christian eY-
/FL PE#67382 CA #31124
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