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HomeMy WebLinkAboutAPPROVED, SEALED DESIGN PRESSURES 170 CeaASCE 746 [design Wind Loads WindspeedV= 170 ranph I aWs Ls For W . IE C..om onents &Cladding Ke = 1.0 ASD Load Combination Coeff: 0.6 ysealsxom •�""'Wind Pressures [psf] for use with Allowable Stress Design KZt = 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 Mean ri urary area at eas ... 10 sq ft Triburary area at least... 15 sq ft Triburary area at least 20 sq ft Triburary area at least 25 sq ft Triburary area at least 30 sq ft Triburary area at least 35 sq ft Triburary area at least 40 sq ft Triburary area at least 50 sq ft Roof Height ' Zone Interior Zone 5 Corner + I - Zone 4 Interior + I - Zone 5 Corner + - Zone 4 Interior + Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + I - Zone 5 Corner + - Zone 4 Interior + j - Zone 5 Corner + - 15 ft +37.8 -41.0 +37.8 -50.6 +36.8 -40.0 +36.8 -48.6 +36.1 -39.3 +36.1 -47.2 +35.5 -38.7 +35.5 1 -46.1 +35.1 -38.3 +35.1 -45.2 +34.7 -37.9 +34.7 -44.5 +34.4 -37.6 +34.4 -43.8 +33.8 -37.0 +33.8 -42.7 16 ft +38.3 , -41. +38.3 -51.3 +37.3 -40.5 +37.3 -49.3 +36.6 -39.8 +36.6 -47.8 +36.0 -39.3 +36.0 -46.7 +35.6 -38.8 +35.6 i -45.8 +35.2 -38.4 +35.2 -45.1 +34.9 -38.1 +34.9 -44.4 +34.3 -37.6 +34.3 -43.3 17 ft +38.8 -42.1 +38.8 -52.0 +37.8 -41.1 +37.8 -49.9 +37.1 -40.3 +37.1 -48.5 +36.5 -39.8 +36.5 -47.3 +36.01-39.3 +36.0 -46.4 +35.6 -38.9 +35.6 -45.6 +35.3 -38.6 +35.3 -45.0 +34.7 -38.0 +34.7 -43.8 18 ft +39.3 -42.6 +39.31-52.6 +38.2 -41.6 +38.2 -50.5 +37.5 -40.8 +37.5 , -49.0 +36.9 -40.3 +36.9! -47.9 +36.5 ! -39.8 +36.51-47.0 +36.1, -39.4 +36.11-46.2 +35.71I -39.1 +35.7' -45.5 +35.2 -38.5 +35.2 -44.4 20 ft +40.21-43.6 +40.2 -53.8 +39.1 -42.5 +39.1 -51.7 +38.3' -41.7 +38.3 -50.1 +37.8 -41.2 +37.8 -49.0 +37.3 1 -40.7 +37.3 -48.0 +36.91-40.3 +36.9 -47.2 +36.5 -39.9 +36.5 -46.5 +36.0 -39.4 +36.0 -45.4 22 ft +41.01-44.4 +41.01-54.9 +39.9 -43.4 +39.9 -52.7 +39.1 -42.6 +39.1 -51.2 +38.5 -42.0 +38.51-50.0 +38.0 j -41.5 +38.0 -49.0 +37.6 -41.1 i +37.6 -48.2 +37.3 -40.7 +37.3 -47.5 +36.7 -40.2 +36.7 -46.3 24 ft +41.71-45.3 +41.7 -55.9 +40.6 -44.2 +40.6 -53.7 +39.8 -43.4 +39.8 -52.1 +39.2 -42.8 +39.2 -50.9 +38.7 ! -42.3 +38.7 -49.9 +38.3 -41.9 +38.3 -49.1 +38.0 1-41.5 +38.0 -48.4 +37.4 -40.9 +37.4 -47.1 25 ft +42.11-45.7 +42.1 -56.4 +41.0 -44.5 +41.0 -54.1 +40.2 -43.8 +40.2 -52.6 +39.6 -43.1 +39.6 -51.3 +39.1 -42.6 +39.11-50.3 +38.7 j -42.2 +38.7 -49.5 +38.3 -41.9 +38.3 -48.8 +37.7 -41.3 +37.7 -47.5 26 ft +42.4 -46.0 +42.4 -56.8 +41.3 -44.9 +41.31-54.6 +40.51-44.1 +40.5 -53.0 +39.9 -43.5 +39.91-51.8 +39.4' -43.0 +39.4 i -50.8 +39.0 -42.6 +39.0 -49.9 +38.61-42.2 +38.6 -49.2 +38.0 -41.6 +38.0 -47.9 28 ft +43.11-46.8 +43.1 -57.7 +42.0 -45.6 +42.0 -55.4 +41.2 -44.8 +41.2'-53.8 +40.51-44.2 +40.5 -52.6 +40.01-43.7 +40.0 -51.6 +39.6 -43.2 +39.6 -50.7 +39.2 -42.9 +39.2 -49.9 +38.6 -42.2 +38.6 -48.7 30 ft +43.7 -47.4 +43.7 -58.6 +42.6 -46.3 +42.6 -56.3 +41.8 -45.5 +41.8 -54.6 +41.1 -44.8 +41.1 -53.3 +40.61-44.3 +40.6 -52.3 +40.2 -43.9 +40.2 -51.4 +39.8 -43.5 +39.8 -50.7 +39.2 -42.9 +39.2 -49.4 32 ft +44.31-48.1 +44.3 -59.4 +43.2 -46.9 +43.2 -57.0 +42.3 ! -46.1 +42.3 -55.4 +41.7 -45.4 +41.7 -54.1 +41.2 I -44.9 +41.2 i -53.0 +40.7 -44.5 +40.7 -52.1 +40.3 -44.1 +40.3 -51.4 +39.71-43.5 +39.7 -50.1 34 ft +44.9 ! -48.7 +44.9 -60.1 +43.7 -47.5 +43.7 -57.8 +42.9 -46.7 +42.9 -56.1 +42.2 -46.0 +42.2 -54.8 +41.7 -45.5 +41.7 j -53.7 +41.2 -45.1 +41.2 -52.8 +40.9 -44.7 +40.9 ! -52.0 +40.2 -44.0 +40.2 -50.7 35 ft +45.2 ' -49.0 +45.2 -60.5 +44.0 -47.8 +44.0 -58.1 +43.1 -47.0 +43.11-56.4 +42.5 -46.3 +42.5 -55.1 +42.0 -45.8 +42.0 -54.0 +41.5 -45.3 +41.5 -53.1 +41.1 -44.9 +41.1 -52.3 +40.5 -44.3 +40.5 -51.0 36 ft +45.4 -49.3 +45.41-60.8 +44.2 -48.1 +44.2 -58.5 +43.41-47.2 +43.41-56.8 +42.7 -46.6 +42.7 -55.4 +42.2 -46.1 +42.21-54.4 +41.7 -45.6 +41.7 -53.4 +41.3 -45.2 +41.3'1-52. 7 +40.7! -44.5 +40. 7 ; -51.3 38 ft +46.0', -49.9 +46.0 j -61.5 +44.8 -48.6 +44.8 -59.1 +43.9 -47.8 +43.9 -57.4 +43.2 -47.1 +43.2 -56.1 +42.7 -46.6 +42.7 -55.0 +42.2 -46.1 +42.2 -54.1 +41.8 -45.7 +41.8 -53.3 +41.2 -45.1 +41.2 j -51.9 40 ft +46.5 -50.4 +46.5 1 -62.2 +45.2 -49.2 +45.2 -59.8 +44.4 -48.3 +44.4 -58.0 +43.7 -47.6 +43.7 -56.7 +43.11-47.1 +43.1 -55.6 +42.7 -46.6 +42.7 -54.6 +42.3 -46.2 +42.3 -53.8 +41.6 -45.5 +41.6 -52.5 42 ft +46.9 I', -50.9 +46.9 ! -62.9 +45.7 -49.7 +45.7 -60.4 +44.8 -48.8 +44.8 -58.6 +44.1 -48.1 +44.1 -57.3 +43.6 i -47.6 +43.61-56.2 +43.1 -47.1 +43.11-55.2 +42.7 -46.7 +42.7 -54.4 +42.0 -46.0 +42.0 -53.0 44 ft +47.41-51.4 +47.4 -63.5 +46.2 -50.2 +46.2 -61.0 +45.3 -49.3 +45.3 -59.2 +44.6 -48.6 +44.6 -57.8 +44.0 -48.0 +44.0 -56.7 +43.5 -47.6 +43.5 -55.8 +43.1 -47.2 +43.1 -54.9 +42.4 -46.5 +42.41-53.6 45 ft +47.6 -51.7 +47.6 -63.8 +46.4 -50.4 +46.4 -61.3 +45.51-49.5 +45.5 -59.5 +44.8 -48.8 +44.8' -58.1 +44.2 -48.3 +44.2 j -57.0 +43.8 -47.8 +43.8 -56.0 +43.3 -47.4 +43.31-55.2 +42.6 -46.7 +42.6' -53.8 46 ft +47.91-51.9 +47.9 -64.1 +46.6 -50.6 +46.6 -61.6 +45.7 -49.8 +45.7 -59.8 +45.0 -49.1 +45.0 -58.4 +44.4 -48.5 +44.4 -57.2 +44.0 -48.0 +44.0 -56.3 +43.5 -47.6 +43.5 -55.4 +42.8 -46.9 +42.8 -54.1 48 ft +48.3 1, -52.4 +48.31-64.6 +47.01-51.1 +47.0 -62.1 +46.1 -50.2 +46.1 -60.3 +45.41-49.5 +45.41-58.9 +44.81-48.9 +44.8 I -57.8 +44.4 -48.4 +44.4 -56.8 +43.9 -48.0 +43.9 -55.9 +43.2 -47.3 +43.2 -54.5 50 ft +48.71-52.8 +48.7 -65.2 +47.4 -51.5 +47.4 -62.6 +46.5 -50.6 +46.5 -60.8 +45.81-49.9 +45.81-59.4 +45.21-49.3 +45.2 -58.3 +44.7 -48.9 +44.7 -57.3 +44.3 -48.4 +44.3 -56.4 +43.6 -47.7 +43.6 -55.0 ft +49.1 -53.3 +49.1 -65.7 +47.8 -52.0 +47.8 63.2 +46.91-51.1 +46.9:-61.3 -5 +46.2' 0 - -49.3 -48.8 -56.9 -48.1 +44.0 -55.552 54 ft +49.51-53.7 +49.5 -66.3 +48.2 -52.4 +48.2 -63.7 +47.3 -51.5 +47.31-61.8 +46.5 -50.7 +46.5 -60.4 +46.0 -50.2 +46.0 -59.2 +45.5 j -49.7 +45.5 -58.2 +45.0 -49.2 +45.0 -57.4 +44.3 1 -48.5 +44.3 -55.9 55 ft +49.7 1 -53.9 +49.7 I -66.5 +48.4 -52.6 +48.4 -63.9 +47.41-51.7 +47.4 -62.1 +46.7 -50.9 +46.7 -60.6 +46.11-50.3 +46.1 11-59.4 +45.6 ; -49.9 +45.61-58.4 +45.2 -49.4 +45.2 -57.6 +44.51-48.7 +44.51-56.1 56 ft +49.9 -54.1 +49.9 -66.8 +48.6 -52.8 +48.6 -64.2 +47.6 -51.9 +47.6 -62.3 +46.9 -51.1 +46.9 -60.8 +46.3 -50.5 +46.3 -59.7 +45.8 -50.0 +45.81-58.7 +45.4 -49.6 +45.4 -57.8 +44.71-48.9 +44.7 -56.3 58 ft +50. 2 -54.5 +50.21-67.3 +48.9 -53.2 +48.9 -64.6 +48.0 ! -52.2 +48.0 -62.7 +47.31-51.5 +47.3 -61.3 +46.7 -50.9 +46.71-60.1 +46.2 -50.4 +46.2 -59.1 +45.7 -50.0 +45.7 -58.2 +45.0!:-49.2 +45.0 -56.8 60 ft +50.6 54.9 +50.6 -67.8 +49.3 -53.6 +49.3 -65.1 1_+48.31-52.6 +48.3 -63.2 +47.6 -51.9 +47.6 i -61.7 +47.0 -51.3 +47.0 -60.5 +46.5 -50.8 +46.51-59.5 +46.0 -50.3 +46.0 -58.6 . .+45.3 -4 +45.33 .2 LnI W Osigna{�1a z J `L, W Z W • Design conforms to the Florida Building Code 7th Ed (2020). • Wind Speed noted above is ultimate design wind speed (3-second gust). • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to • Tabulated design wind loads are based on ASCE 7-16 specifications for • Plus (+) & minus (-) signs signify pressures acting toward and away from the right, where the dimension "a" is the minimum of 10% of the building's components and cladding based on design criteria as noted herein, the exterior component or cladding surface, respectively. least horizontal dimension or 40% of the mean roof height, but never less • Where this document is used for permit, applicability of design criteria • Where "Mean (average) Roof Height" cannot be determined, peak roof than 3'-011 or 4% of the least horizontal dimension. noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) height shall be used, except that eave height shall be used for roof angle • This specification is valid only for use with structures NOT located in the shall be verified by the contractor & building official prior to construction. less than or equal to 10°. Round up to values shown upper one-half of an isolated hill, ridge or escarpment, & below 1000' elev. • This specification may be used in conjunction with engineering under • Wind pressures are applicable to all building floors. • This specification is valid for use with buildings of any Risk Category, separate certification (by this engineer or by others) using Allowable Stress • Tabulated wind pressures are valid for all roof slopes; no reduction for including essential facilities and buildings or other structures that Design (ASD). roof slope 1510° has been considered. represent a substantial hazard to human life in the event of failure. - a a Valid on y with engineer's e & r ised seal 5 Zone 5 _ - - _ I I r 202 LEave Height Mean Roof Ht ChriStiar:. Lan �, PE VI- 1\GIG1 1V 111G llklVVG-11V 1Gb1 / I_I .L / J1QIIlAQ14 IVI 1IGJ111�/11VIIJ Q1I4 definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 - 111V4101 Y nlca IIVLGV III 1QV1G `cllc1.. 11VC VY111V 01G01 1.7 C1.'4Q1 1V ulc - v�..a.b1i 1� .✓u.. �. �.. v11 .a 11 b1..�u1�. rr 11a JJ111Vp 11V 11 GJ L111.1V.11�.4 V1uFj minimum of [height x width] or [ht x ht / 3). Round down to values shown. Copyright ©2022 Easy Seals rev 03/22 F-L Ft ffb/JZ54LS.170C A 9JIIL4 WALL ELEVATION Doc No.