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Home My WebLink AboutSHOAF WIND LOADSSI 1 REGIONAL WI ND IND LOAD ART A, ASCE 7-10 d lb SeCTIS r I Cladding - SOUTH FLORIDA EDITION p ASD Load Combination Coefficient: 0.6 Kzt = 1A easysealscom Wind Pressures [psf] For use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Kd = 0.85 Broward, Palm Beach Wind Speed: 170 rnph Exposure ategory'C' Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + I - + - 15 ft +37.8-41.0 +37.81-50.6 20 ft +40.2-43.6 +40.21-53.8 25 ft +42.1 -45.7 +42.1II-56.4 30 ft +43.7 -47.4 +43.7 Ili -58.6 15ft +45.2 -49.0 +45.2 -60.5 +46.5-50.4 +46.5-62.2 45 ft +47.61-51.7 +47.6 -63.8 Soft +48.7-52.8 +48.7 -65.2 55 ft +49.71-53.9 +49.7 -66.5 60 ft ,r +50.61-54.9 +50.61-67.8 ; 70 ft +47.8 -47.8 +47 8'-87.7 80 ft +49.2-49.2 +49.211-90.2 90ft +50.41-50.4 +50.41-92.5 i 100 ft +51.6 �1-51.6 +51.61-94.6 120 ft +53.6 -53.6 +53.6-98.3 140ft +55.4;-55.4 +55.41-101.5 160 ft +56.91-56.9 +56.91-104.4 180ft +5&41i-58.4 +58.41I-107.0 200 ft +59 7-59J +59J I-109.4 Broward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category'D' Mean All Triburary Areas 77 -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +45.9I-49.8 +459 -61.4 20 ft +48.21-52.3 +48.2 -64.6 25 ft +50.11-54.4 +50.11-67.1 1 I 30 ft +51.71-56.1 +51.7 i-69.3 35 ft +53.21-57.7 +53.2-71.2 40 ft +54.41-59.0 +54.411-72.8 45 ft +55.5-60.2 +55.51 I-74.3 Soft +56.61-61.3 +56.61-75.7 55 ft +57.5 -62.4 +57.5-77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.91-54.9 +54.91-100.6 80 ft +56.21-56.2 +56.2 -103.0 ` 90ft +57.3 -57.3 +57.3I-105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +603 i-603 +60.3 -110.5 140ft +61.9 -61.9 +61.91-113.5 160 ft +63.4 -63.4 +63.41-116.2 180 ft +64.71-64.7 +64.7-118.6 200ft +65.9 -65.9 +6S,91-120,8 Miami -Dade Wind Speed: 175 mph Exposure Category'C' Mean All Triburary Areas -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + f - 15 ft f +40.1-43.4�~ +40.1 1-53.6 20 ft +42.6 -46.2 +42.6 1 -57.0 25 ft +44.6 -48,4 +44.6I-59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +479I-51.9 +47.9 -64.1 40 ft +49.211-53.4 +49.2 -65.9 45 ft +50.51-54.8 +50.5 -67.6 50 ft +51.61-56.0 +51.6 -69.1 i 55ft +52.7!-57.1 +52.71-70.5 60 ft +53.6-58.2 +53.61-71.8 70 ft +50.7 -50.7 +50.7 -92.9 I 80 ft +52.11-52.1 +52.1-95.6 i 90ft +53.51-53.5 +53.5 j-98.0 100 ft +54.7 -54.7 +54.7 L100.2 120 ft +56.8 -56.8 +56* 404.1 140 ft +583 -58J +58.7 -107.6 160 ft +60.3-60.3 +60.3-110.6 180 ft +61.9-61.9 +61.9 -113.4 ; 200 ft +63.2I-63.2 1 +63.21-115.9 Miami -Dade (Coast) Wired Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 Zone 5 Interior Corner Height �� (Corner) up to: + - + - 15 ft +48.6-52.7 +48.61-65.1 20 ft +51.1 -55.4 +51.11-68.4 i 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75,4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 soft +59.9 -65.0 +59.9 -80.2 55 ft +60.91-66.1 +60.9-81.6 i 60 ft +61.9-671 +61.91-82.8 70 ft +58.2 i-58.2 +58.2 j-106.6 80 ft +595 -59.5 +59.5II-109.1 90ft +60.81-60.8 +60.8-111.4 100 ft +61.9 i-61.9 +61.91-113.4 120 ft +639 -63.9 +63.9 -117.1 140ft +65.61-65.6 +65.61-120.3 160 ft +67.1�-67.1 +67.11-123.1 nft +68.5 -68.5 +68.5 -125.7 +69.8 1 -69.8 +69.8 -128.0 a a ur) • 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 W [- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. 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 II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 31. Round 1 Zone _I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. s 4 s C design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) _ i- i LLJ Category, Risk Category, etc.) shall be verified by the and awayfrom the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the Icontractor & building official prior to construction. respectively. minimum of 10%of the building's least horizontal dimension Eave Height •This secification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%ofthe mean roof height, but never less than 3'4' or Mean Roof Ht 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 WAi Et FVA=1 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 Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS Broward, Palm Beach Wind Speed: 170 rnph Exposure ategory'C' Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + I - + - 15 ft +37.8-41.0 +37.81-50.6 20 ft +40.2-43.6 +40.21-53.8 25 ft +42.1 -45.7 +42.1II-56.4 30 ft +43.7 -47.4 +43.7 Ili -58.6 15ft +45.2 -49.0 +45.2 -60.5 +46.5-50.4 +46.5-62.2 45 ft +47.61-51.7 +47.6 -63.8 Soft +48.7-52.8 +48.7 -65.2 55 ft +49.71-53.9 +49.7 -66.5 60 ft ,r +50.61-54.9 +50.61-67.8 ; 70 ft +47.8 -47.8 +47 8'-87.7 80 ft +49.2-49.2 +49.211-90.2 90ft +50.41-50.4 +50.41-92.5 i 100 ft +51.6 �1-51.6 +51.61-94.6 120 ft +53.6 -53.6 +53.6-98.3 140ft +55.4;-55.4 +55.41-101.5 160 ft +56.91-56.9 +56.91-104.4 180ft +5&41i-58.4 +58.41I-107.0 200 ft +59 7-59J +59J I-109.4 Broward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category'D' Mean All Triburary Areas 77 -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +45.9I-49.8 +459 -61.4 20 ft +48.21-52.3 +48.2 -64.6 25 ft +50.11-54.4 +50.11-67.1 1 I 30 ft +51.71-56.1 +51.7 i-69.3 35 ft +53.21-57.7 +53.2-71.2 40 ft +54.41-59.0 +54.411-72.8 45 ft +55.5-60.2 +55.51 I-74.3 Soft +56.61-61.3 +56.61-75.7 55 ft +57.5 -62.4 +57.5-77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.91-54.9 +54.91-100.6 80 ft +56.21-56.2 +56.2 -103.0 ` 90ft +57.3 -57.3 +57.3I-105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +603 i-603 +60.3 -110.5 140ft +61.9 -61.9 +61.91-113.5 160 ft +63.4 -63.4 +63.41-116.2 180 ft +64.71-64.7 +64.7-118.6 200ft +65.9 -65.9 +6S,91-120,8 Miami -Dade Wind Speed: 175 mph Exposure Category'C' Mean All Triburary Areas -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + f - 15 ft f +40.1-43.4�~ +40.1 1-53.6 20 ft +42.6 -46.2 +42.6 1 -57.0 25 ft +44.6 -48,4 +44.6I-59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +479I-51.9 +47.9 -64.1 40 ft +49.211-53.4 +49.2 -65.9 45 ft +50.51-54.8 +50.5 -67.6 50 ft +51.61-56.0 +51.6 -69.1 i 55ft +52.7!-57.1 +52.71-70.5 60 ft +53.6-58.2 +53.61-71.8 70 ft +50.7 -50.7 +50.7 -92.9 I 80 ft +52.11-52.1 +52.1-95.6 i 90ft +53.51-53.5 +53.5 j-98.0 100 ft +54.7 -54.7 +54.7 L100.2 120 ft +56.8 -56.8 +56* 404.1 140 ft +583 -58J +58.7 -107.6 160 ft +60.3-60.3 +60.3-110.6 180 ft +61.9-61.9 +61.9 -113.4 ; 200 ft +63.2I-63.2 1 +63.21-115.9 Miami -Dade (Coast) Wired Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 Zone 5 Interior Corner Height �� (Corner) up to: + - + - 15 ft +48.6-52.7 +48.61-65.1 20 ft +51.1 -55.4 +51.11-68.4 i 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75,4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 soft +59.9 -65.0 +59.9 -80.2 55 ft +60.91-66.1 +60.9-81.6 i 60 ft +61.9-671 +61.91-82.8 70 ft +58.2 i-58.2 +58.2 j-106.6 80 ft +595 -59.5 +59.5II-109.1 90ft +60.81-60.8 +60.8-111.4 100 ft +61.9 i-61.9 +61.91-113.4 120 ft +639 -63.9 +63.9 -117.1 140ft +65.61-65.6 +65.61-120.3 160 ft +67.1�-67.1 +67.11-123.1 nft +68.5 -68.5 +68.5 -125.7 +69.8 1 -69.8 +69.8 -128.0 a a ur) • 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 W [- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. 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 II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 31. Round 1 Zone _I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. s 4 s C design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) _ i- i LLJ Category, Risk Category, etc.) shall be verified by the and awayfrom the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the Icontractor & building official prior to construction. respectively. minimum of 10%of the building's least horizontal dimension Eave Height •This secification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%ofthe mean roof height, but never less than 3'4' or Mean Roof Ht 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 WAi Et FVA=1 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 Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS 200 ft +59 7-59J +59J I-109.4 Broward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category'D' Mean All Triburary Areas 77 -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +45.9I-49.8 +459 -61.4 20 ft +48.21-52.3 +48.2 -64.6 25 ft +50.11-54.4 +50.11-67.1 1 I 30 ft +51.71-56.1 +51.7 i-69.3 35 ft +53.21-57.7 +53.2-71.2 40 ft +54.41-59.0 +54.411-72.8 45 ft +55.5-60.2 +55.51 I-74.3 Soft +56.61-61.3 +56.61-75.7 55 ft +57.5 -62.4 +57.5-77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.91-54.9 +54.91-100.6 80 ft +56.21-56.2 +56.2 -103.0 ` 90ft +57.3 -57.3 +57.3I-105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +603 i-603 +60.3 -110.5 140ft +61.9 -61.9 +61.91-113.5 160 ft +63.4 -63.4 +63.41-116.2 180 ft +64.71-64.7 +64.7-118.6 200ft +65.9 -65.9 +6S,91-120,8 Miami -Dade Wind Speed: 175 mph Exposure Category'C' Mean All Triburary Areas -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + f - 15 ft f +40.1-43.4�~ +40.1 1-53.6 20 ft +42.6 -46.2 +42.6 1 -57.0 25 ft +44.6 -48,4 +44.6I-59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +479I-51.9 +47.9 -64.1 40 ft +49.211-53.4 +49.2 -65.9 45 ft +50.51-54.8 +50.5 -67.6 50 ft +51.61-56.0 +51.6 -69.1 i 55ft +52.7!-57.1 +52.71-70.5 60 ft +53.6-58.2 +53.61-71.8 70 ft +50.7 -50.7 +50.7 -92.9 I 80 ft +52.11-52.1 +52.1-95.6 i 90ft +53.51-53.5 +53.5 j-98.0 100 ft +54.7 -54.7 +54.7 L100.2 120 ft +56.8 -56.8 +56* 404.1 140 ft +583 -58J +58.7 -107.6 160 ft +60.3-60.3 +60.3-110.6 180 ft +61.9-61.9 +61.9 -113.4 ; 200 ft +63.2I-63.2 1 +63.21-115.9 Miami -Dade (Coast) Wired Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 Zone 5 Interior Corner Height �� (Corner) up to: + - + - 15 ft +48.6-52.7 +48.61-65.1 20 ft +51.1 -55.4 +51.11-68.4 i 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75,4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 soft +59.9 -65.0 +59.9 -80.2 55 ft +60.91-66.1 +60.9-81.6 i 60 ft +61.9-671 +61.91-82.8 70 ft +58.2 i-58.2 +58.2 j-106.6 80 ft +595 -59.5 +59.5II-109.1 90ft +60.81-60.8 +60.8-111.4 100 ft +61.9 i-61.9 +61.91-113.4 120 ft +639 -63.9 +63.9 -117.1 140ft +65.61-65.6 +65.61-120.3 160 ft +67.1�-67.1 +67.11-123.1 nft +68.5 -68.5 +68.5 -125.7 +69.8 1 -69.8 +69.8 -128.0 a a ur) • 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 W [- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. 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 II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 31. Round 1 Zone _I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. s 4 s C design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) _ i- i LLJ Category, Risk Category, etc.) shall be verified by the and awayfrom the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the Icontractor & building official prior to construction. respectively. minimum of 10%of the building's least horizontal dimension Eave Height •This secification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%ofthe mean roof height, but never less than 3'4' or Mean Roof Ht 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 WAi Et FVA=1 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 Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS Miami -Dade Wind Speed: 175 mph Exposure Category'C' Mean All Triburary Areas -- Roof Zone 4 Zone 5 Height Interior Corner up to: + - + f - 15 ft f +40.1-43.4�~ +40.1 1-53.6 20 ft +42.6 -46.2 +42.6 1 -57.0 25 ft +44.6 -48,4 +44.6I-59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +479I-51.9 +47.9 -64.1 40 ft +49.211-53.4 +49.2 -65.9 45 ft +50.51-54.8 +50.5 -67.6 50 ft +51.61-56.0 +51.6 -69.1 i 55ft +52.7!-57.1 +52.71-70.5 60 ft +53.6-58.2 +53.61-71.8 70 ft +50.7 -50.7 +50.7 -92.9 I 80 ft +52.11-52.1 +52.1-95.6 i 90ft +53.51-53.5 +53.5 j-98.0 100 ft +54.7 -54.7 +54.7 L100.2 120 ft +56.8 -56.8 +56* 404.1 140 ft +583 -58J +58.7 -107.6 160 ft +60.3-60.3 +60.3-110.6 180 ft +61.9-61.9 +61.9 -113.4 ; 200 ft +63.2I-63.2 1 +63.21-115.9 Miami -Dade (Coast) Wired Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 Zone 5 Interior Corner Height �� (Corner) up to: + - + - 15 ft +48.6-52.7 +48.61-65.1 20 ft +51.1 -55.4 +51.11-68.4 i 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75,4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 soft +59.9 -65.0 +59.9 -80.2 55 ft +60.91-66.1 +60.9-81.6 i 60 ft +61.9-671 +61.91-82.8 70 ft +58.2 i-58.2 +58.2 j-106.6 80 ft +595 -59.5 +59.5II-109.1 90ft +60.81-60.8 +60.8-111.4 100 ft +61.9 i-61.9 +61.91-113.4 120 ft +639 -63.9 +63.9 -117.1 140ft +65.61-65.6 +65.61-120.3 160 ft +67.1�-67.1 +67.11-123.1 nft +68.5 -68.5 +68.5 -125.7 +69.8 1 -69.8 +69.8 -128.0 a a ur) • 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 W [- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. 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 II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 31. Round 1 Zone _I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. s 4 s C design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) _ i- i LLJ Category, Risk Category, etc.) shall be verified by the and awayfrom the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the Icontractor & building official prior to construction. respectively. minimum of 10%of the building's least horizontal dimension Eave Height •This secification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%ofthe mean roof height, but never less than 3'4' or Mean Roof Ht 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 WAi Et FVA=1 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 Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS 200 ft +63.2I-63.2 1 +63.21-115.9 Miami -Dade (Coast) Wired Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 Zone 5 Interior Corner Height �� (Corner) up to: + - + - 15 ft +48.6-52.7 +48.61-65.1 20 ft +51.1 -55.4 +51.11-68.4 i 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75,4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 soft +59.9 -65.0 +59.9 -80.2 55 ft +60.91-66.1 +60.9-81.6 i 60 ft +61.9-671 +61.91-82.8 70 ft +58.2 i-58.2 +58.2 j-106.6 80 ft +595 -59.5 +59.5II-109.1 90ft +60.81-60.8 +60.8-111.4 100 ft +61.9 i-61.9 +61.91-113.4 120 ft +639 -63.9 +63.9 -117.1 140ft +65.61-65.6 +65.61-120.3 160 ft +67.1�-67.1 +67.11-123.1 nft +68.5 -68.5 +68.5 -125.7 +69.8 1 -69.8 +69.8 -128.0 a a ur) • 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 W [- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. 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 II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 31. Round 1 Zone _I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. s 4 s C design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) _ i- i LLJ Category, Risk Category, etc.) shall be verified by the and awayfrom the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the Icontractor & building official prior to construction. respectively. minimum of 10%of the building's least horizontal dimension Eave Height •This secification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%ofthe mean roof height, but never less than 3'4' or Mean Roof Ht 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 WAi Et FVA=1 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 Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS a a ur) • 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 W [- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). reduction for roof slope 510° has been considered. 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 II buildings. Verify applicable wind to the minimum of [height x width] or [ht x ht / 31. Round 1 Zone _I • Where this document is used for permit, applicability of speed and exposure category with local building dept. down to values shown. s 4 s C design criteria noted herein (Basic Wind Speed, Exposure • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) _ i- i LLJ Category, Risk Category, etc.) shall be verified by the and awayfrom the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the Icontractor & building official prior to construction. respectively. minimum of 10%of the building's least horizontal dimension Eave Height •This secification may be used in conjunction with • Where "Mean (average) Roof Height" cannot be or 40%ofthe mean roof height, but never less than 3'4' or Mean Roof Ht 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 WAi Et FVA=1 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 Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS Florida Keys (Coast) �! • •' �f � ii U •� Mean All Triburary Areas Roof Zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30ft +58.0I-62.9 +58.0 -77.7 35ft +59.6 -64.6 +59.61-79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 Soft +63.4 -68.8 +63.4 84 9 55 ft +64.5 -69.9 +64,5 -863 60 ft +65.41-71.0 +65.4 -87.6 70 ft +61.5�-61.5 +61.5�-112.8 80 ft +63.0 -63.0 +63.01-115.4 90 ft +643 -643 +64.3 -117.8 100 ft +65.5 1-65.5 +65.5 -120.0 120 ft 1 +67.61-67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.41-127.2 160 ft +71.0 -71.0 +71.0�-130.2 180 ft +72.5 1-72.5 +72.5 -132.9 200 ft +7391r'1b� i. +7aa 91-135.4 vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS vdnu only W 1 engilteery signature r ed seal Christian_ Langley, P FL,PE #67382 - CA #31124 Document No. A20RS