HomeMy WebLinkAboutHUTCHINSOM 3096 WINDLOADASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART
SOUTH FLORIDA EDITION
EaSySeCILS For all Components & Cladding ASD Load Combination Coefficient: 0.6 Kzt = 1.0
easmals.com
Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Kd = 0.85
Broward, Palm Beach !froward, 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 Mean All Triburary Areas
Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone S 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: + + i - up to: + up to: + + up to: + + up to: + +
- 1 -7 -7 7 1-43.4 +40.1 15ft +48.6 -S2.7 +48.6i-65.1 Isft +S1. 55.8 .4-6789
is ft +37.8 -741.0 +37.8 -50.6 15ft +45,9 -61.4 is ft +40.1 -53.6 4F +s17
20 ft +40 -43.6 +40.2'i,-53.8 20 ft +48.21-52.3 +48.2 -64.6 20 ft +42.61-46.2 +42.6 STO 20ft +51.11
1-55.4 +51.1 _68.4 20 ft +54.11-58.6 +54.11-72.4
25 ft +50.11-54.4 +50.1-67.1 2Sft +44.6 25ft +5311-576 +53.1 71.1 25ft +56.2 61.0
-4 +42.1!-56.4 -48.4 +44.6 -59.7
30 ft +43.7 -47.4 +43,71-58.6 30 ft +51.7i-56.1 +51.71-69.3 30 ft +46.3 50.3 +46.3 62.1 30 ft +54.81-59.5 +54.8 -73.4 30 ft +58.0 -62.9 +58.01-77.7
35 ft +45.2 -49.0 +45.2 -60.5 35 ft +53.21-57.7 +53.2 _71.2 35 ft +47.9 51.9 +47.9 64.1 3Sft +56.3 -61.1 +56.3 75.4 35 ft +59.6 -64.6 +59.6 -79.8
40 ft +46.5 50.4 +46.5 -62.2 40 ft +54.4 i 59.0 +54.4i-72.8 40 ft +49.2 53.4 +49.21-65.9 40 ft +57.61-62.5 +57.6 77.2 40 ft +61.0 66.2 +61,0 1-81.7
45 ft +47.6 -51.7 45 ft +55.5 -60.2 +55.51-74.3 45 ft +50.5 -54.8 +50.5 67.6 45 ft +58.81-63.8 +58.8 -78.8 45 ft +62.3 -67.5 +62.3 83.4
50 ft +48.71-52.8 50 ft +56.6 -61.3 +56.6i_75.7 50 ft +51.6 -56.0 +51.6l'-69.1 50 ft +59.9 �-65.0 +59.91-80.2 50 ft +63.4 -68.8 +63.4 -84.9
55 ft +49.71-53.9 +49.7 -66.5 55 ft 1 +57.5 -62.4 55 ft +52.7 -57.1 +52.7 70.5 55 ft +60.9-66.1 +60.9 -81.6 SS ft +64.5 -69,9 +64.5 -86.3
60 ft +50.61-54.9 +50,6 -67.8 60 ft +58.4 -63.3 60 ft +53.6 -58.2 +53.6 -71.8 60 ft +61.9 -67.1 +61.9 -82.8 60 ft +65.4-71.0 +65.4 -87.6
70 ft +47.8 - 47.8 +47.8 -87.7 70 ft +54.9-54.9 +54.9 - 100�6 70 ft +50.7- 50.7 +50.7 ::2.9:j 70 ft +58.2 -58.2 +58.2 106.6 70 ft +61.51-61.5 +61.5 -112.8
I - I III-
80 ft +49.2 49.2 +49.21-90.2 80 ft +56.2 i
1-56.2 +56.21-103.0 80 ft +52.1 -52.1 +52.11-95.6 80 ft +59.51-59.5 +59.5 109.1 80 ft +63.0 63,0 +63.0 -115.4
90 ft +50.4 � -50.4 +50.4 -92.5 90ft 1 +57.3 1-57.3 +57.3 -105.1 90ft +53.5 -53.5 +53.5 �-98.0 90ft +60.8 1 -60.8 +60.8 -111.4 90ft 1 +64.3 _64.3 +64.3 _117.8
100 ft +51.6'1-51.6 +51.6 -94.6 100 ft +58.4 �_58.4 +58.4 -107.1 100 ft +54.7 -54.7 +54.7 -100.2 100 ft +61.9 -61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5 _120.0
1
120 ft +53.6 -53.6 1 +53.6-98.3 120 ft +60.3 i-60.3 +60.3 -110.5 120 ft +56.8 -56.8 +56.8 -101'd4.1 120 ft +63.9 -63.9 +63.9 -117.1 120 ft +67.6 -67.6 +67.15�-123,9
140 ft +55.4-55.4 +55.4 -101.5 140 ft +61.91-61.9 +61.91-113.5 140 ft +58.7 -58.7 +58.7 107.6 140 ft +65.6-65.6 +65.6 -120.3 140 ft +69.4-69.4 +69.4 -127.2
160 ft +56.9 -56.9 +56.9 104.4 160 ft +63.4 -63.4 +63.4 -116.2 160 ft +60.3 -60.3 +60.31-110.6 160 ft +67.11-67.1 +67.1 123.1 160 ft +71.0-71.0 +71.0 -130.2
25.7
180 ft +58.4 _58.4 +58.4 -107.0 180 ft +64.7 -64.7 +64.7 -118.6 180 ft +61.9 -61.9 +61.9 _113.4 180 ft +68,51-68.5 +68.5 - lEd 180 ft +72.5 _72.5 +72.5 -132.9
..] - 4:8 Z1. 9-135.4
200ft +59.71-59.7 +59.7 -109.4 +65.9 -65�9 +65.9,-120.8 L200 ft +63.2 -63.2 +612 115.9 200ft +69.8 69.8 +69.8 -128.0 +719P,78
Lo-ft I L2 0 -0ft
Conforms to the Florida Building Code 6th Ed (2017).
-Wind Speeds noted above are ultimate design wind speeds - Tabulated wind pressures are valid for all roof slopes; no
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• Tabulated design wind loads are based on ASCE 7-10
(3-second gust).
reduction for roof slope 5 10' has been considered.
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SIgnatu re & r Ise`"seal I
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
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Z criteria as noted herein.
_J - Where this document is used for permit, applicability of
based on Risk Category 11 buildings. Verify applicable wind
speed and exposure category with local building dept.
to the minimum of [height x width] or [ht x ht 3). Round
down to values shown.
Zone
i 4
Zone
< design criteria noted herein (Basic Wind Speed, Exposure
• Plus (+) & minus (-) signs signify pressures acting toward
- Zones 4 & 5 ("Interior" and "corner" zones, respectively)
5 4
5
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
Lenslon
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Z contractor & building official prior to construction.
respectively.
minimum of 10% of the building's least horizontal
Eave Height
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LU - 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 T-0" or
Mean Roof l4t
ULI engineering under separate certification (by this engineer or
by others) using Allowable Stress Design (ASD)
determined, peak roof height shall be used, except that eave
height shall be used for roof angle less than or equal to 10'.
4% of the least horizontal dimension.
- This spec Ification s valid only for use with structures NOT
- Peak Height
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-Refer to the above -noted ASCE 7 standard for descriptions Roundup to values shown located In the upper one-half of an isolated hill, ridge or WALL ELEVATION
and definitions of all design criteria. • Wind pressures are applicable to all building floors. escarpment.
1200 N Federal Hwy, #200, Boca Raton, Fl. 33432 • Design is based on structure classification as Enclosed Bldg: Copyright @2020 Easy Seals
WALL ELEVATION
CIAI#31124
melt No. A1011S