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HomeMy WebLinkAboutWind Loads 1111Iiiii�� .1 1 / SCE 7-16 Design Wind Loads Wind speed V= 160 mph Exposure C E aSySeCItS . For Wall Components �t Cladding I<e= ,.o ASD Load Combination Co eFF:O.ti easyseais.com Wind Pressures[psF]For use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Mean 10 sg ft 15 sg ft 20 sg ft 25 sg ft 30 sg ft 35 sq ft 40 sg ft 50 sg ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior Corner Interior orner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner j + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - 15 ft 33.5-36.3 +33.5-44.8 +32.6-35.4 +32.6-43.1 +32.0-34.8 +32.0-41.8 +31.5-34.3 +31.5-40.8 +31.1-33.9 +31.1-40.0 +30.8-33.6 +30.8-39.4 +30.5-33.3 +30.5-38.8 +30.0-32.8 +30.0-37.8 +33.9-36.8 +33.9-45.4 +33.0-35.9 +33.0-43.7 +32.4-35.3 +32.4-42.4 +31.9-34.8 +31.9-41.4 +31.5 -34.4 +31.5-40.6 +31.2-34.1 +31.2-39.9 +30.9-33.8 +30.9-39.3 1 +30.4-33.3 +30.4-38.3 17 ft +34.4-37.3 +34.4-46.0 +33.51-36.4 +33.5-44.2 +32.8-35.7 1 +32.8-42.9 +32.3-35.2 +32.3-41.9 +31.91-34.8 +31.9-41.1 +31.6-34.5 +31.6-40.4 +31.3-34.2 1 +31.3-39.8 1 +30.8-33.7 +30.81-38.8 18 ft +34.8-37.7 +34.8-46.6 +33.9-36.8 +33.9-44.7 +33.2-36.2 +33.21-43.4 +32.7-35.7 +32.7-42.4 +32.31-35.3 +32.3-41.6 +32.0-34.9 +32.01-40.9 +31.7-34.6 +31.7-40.3 +31.2-34.1 +31.21-39.3 20 ft +35.6-38.6 +35.6-07.6 +34.61-37.6 +34.6-45.8 +34.0-37.0 +34.0-44.4 +33.5-36.5 +33.5-43.4 +33.0-36.0 +33.0-42.5 +32.7-35.7 +32.7-41.8 +32.4-35.4 +32.4-41.2 +31.81-34.9 +31.8-40.2 22 ft +36.3-39.4 +36.3-48.6 +35.3-38.4 +35.3-46.7 1 +34.7-37.7 +34.7-45.3 +34.1-37.2 +34.1-44.3 +33.7-36.8 +33.7-43.4 +33.3-36.4 +33.3-42.7 +33.0-36.1 +33.0I-42.1 +32.5-35.6 +32.5-41.0 24 ft +37.0-40.1 +37.0-49.5 +36.0-39.1 +36.0-47.5 +35.3-38.4 +35.3-46.2 1 +34.8-37.9 1 +34.8-45.1 +34.3-37.5 +34.3-44.2 +34.0-37.1 +34.0-43.5 +33.6-36.8 +33.6-42.8 +33.1-36.2 +33.1-41.8 25 ft +37.3-40.4 +37.3-49.9 +36.3-39.5 +36.3-48.0 +35.6-38.8 +35.6-46.6 +35.1-38.2 +35.1-45.5 +34.6-37.8 +34.6-44.6 +34.2-37.4 +34.2-43.8 +33.9-37.1 +33.9-43.2 +33.4-36.5 +33.4-42.1 26 ft +37.6-40.8 +37.6-50.3 +36.6-39.8 +36.6-48.4 +35.9-39.1 +35.9-46.9 +35.4-38.5 +35.4-45.9 +34.9-38.1 +34.9-45.0 +34.5-37.7 +34.5-44.2 +34.2-37.4 +34.2-43.6 +33.7-36.8 +33.7-42.5 28 ft +38.2-41.4 +38.2-51.1 +37.2-40.4 1 +37.2-49.1 +36.5 1-39.7 +36.5-47.7 +35.9-39.1 +35.9-46.6 +35.5-38.7 +35.5-45.7 +35.1-38.3 +35.1-44.9 +34.7-38.0 +34.7-44.2 +34.2-37.4 +34.2-43.1 30 ft +38.7-42.0 +38.7-51.9 +37.7-41.0 +37.7-49.8 1 +37.0-40.3 +37.0-48.4 +36.4-39.7 +36.4-47.3 +36.0-39.3 +36.0-46.3 +35.6-38.9 +35.6-45.6 +35.2-38.5 +35.2-44.9 +34.7-38.0 +34.7 43.8 32 ft +39.3-42.6 1 +39.3-52.6 +38.2-41.6 +38.2-50.5 +37.5-40.8 1 +37.5-49.0 1 +36.9-40.3 +36.9-47.9 +36.5 1-39.8 +36.5-47.0 +36.1-39.4 +36.1-46.2 +35.71-39.1 +35.7-45.5 +35.2-38.5 +35.2-44.4 34 ft +39.8-43.1 +39.8-53.3 +38.7-42.1 +38.7-51.2 +38.0-41.4 +38.0-49.7 +37.4-40.8 +37.4-48.5 +36.9-40.3 +36.91-47.6 +36.5-39.9 +36.5-46.8 1 +36.2-39.6 +36.2-46.1 +35.6-39.0 +35.61-44.9 35 ft 1 +40.0-43.4 +40.01-53.6 +39.0-42.4 +39.0-51.5 +38.2-41.6 +38.21-50.0 +37.6-41.0 +JHJV.8 7.2-40.6 +37.2-47.9 +36.8-40.2 +36.8-47.1 +36.4-39.8 +36.4-46.4 +35.8-39.2 +35.8-45.2 36 ft +40.3-43.7 +40.3-53.9 +39.2-42.6 +39.2-51.8 +38.4-41.9 +38.4-50.3 +37.9-41.3 + A. +37.4-08.2 +37.0 40.4 +37.0 47.3 +36.6 40.0 +36.6�6.6 +36.0-39.5 +36.0 45.5 38 ft +40.7-44.2 +40.7-54.5 +39.6 43.1 +39.6-52.4 +38.9 42.3 +38.9 -50.8 +38. -41. + 8.3 49.7 1.3 +37.8 48.7 +37.4 40.9 +37.4 47.9 +37.0 40.5 +37.0 47.2 +36.5-39.9 +36.5 46.0 40 ft +41.2-44.6 +41.2-55.1 +40.1-43.6 +40.1-52.9 +39.3-42.8 +39.3 -51.4 +38. 2. 8.7-5 + 8.2 41.7 +38.2-49.2 +37.8-41.3 +37.8-48.4 +37.4-40.9 +37.4-47.7 +36.9-40.3 +36.9-46.5 42 ft +41.6-45.1 +41.6-55.7 +40.5 44.0 +40.5-53.5 +39.7 43.2 +39.7-51.9 •+ 1- 6 49.7 +38.2 41.7 +38.2-48.9 +37.8 41.4 +37.8-48.2 +37.2 40.8 +37.2-47.0 44 ft +42.0-45.6 +42.0-56.2 +40.9-44.4 +40.9-54.0 +40.1 43.7 +40.1-52.4 +3 . -4 . 1. + +39.0-50.2 +38.6-42.1 +38.6-49.4 +38.2-41.8 +38.2-48.7 +37.6-41.2 +37.6-47.4 45 ft +42.2 45.8 +42.2-56.5 +41.1-44.7 +41.1-54.3 +40.3 43.9 +40.3 -5 . + .7 43.3 50.5 +38.8-42.3 +38.8 49.6 +38.4�2.0 +38.4 48.9 +37.8 41.4 +37.8-47.7 46 ft +42.4 46.0 +42.4-56.8 +41.3 44.9 +41.3-54.5 +40.5 44.1 +40.5-5 - + 1.- r4- + 50.7 +38.9-42.5 +38.9-49.9 +38.6-42.2 +38.61-49.1 +38.0-41.5 +38.0-47.9 48ft +42.8-46.4 +42.8-57.3 +41.6-45.3 +41.6-55.0 +40.8-44.5 +40.81-53.4 N INS `V. 'ai% L+` �pEt39.71-51.2 +39.3-42.9 +39.3I-50.3 +38.9-42.5 +38.9-49.6 +38.3-41.9 +38.3-48.3 50 ft +43.1-46.8 +43.11-57.8 +42.0-45.7 +42.0-55.5 +41.2-44.9 +41.2-53.9 +40.6-44.2 +40.61-52.6 +40.1-43.7 +40.1-51.6 +39.6-43.3 +39.6-50.7 +39.3-42.9 +39.3-50.0 +38.6-42.3 +38.6-48.7 52 ft +43.5-47.2 +43.5-58.2 +42.3-46.0 +42.3-55.9 +41.5-45.2 +41.5-54.3 +40.9-44.6 +40.9-53.1 +40.4I-44.1 +40.4-52.0 +40.0-43.6 1 +40.0-51.2 +39.6-43.3 +39.6-50.4 +38.9-42.6 +38.9-49.1 54 ft +43.8 47.6 +43.8-58.7 +42.7-46.4 +42.7-56.4 +41.9-45.6 +41.9 -54.8 +41.2-44.9 +41.2-53.5 +40.7-44.4 +40.7-52.4 +40.3-44.0 1 +40.3-51.6 +39.9-43.6 1 +39.9-50.8 +39.3-43.0 +39.3-49.5 55 ft +44.0-47.7 +44.0-58.9 +42.9-46.6 +42.9-56.6 +42.0-45.8 1 +42.0-55.0 +41.4-45.1 +41.4-53.7 +40.9-44.6 +40.9-52.6 +40.4-44.2 +40.4-51.8 +40.0-43.8 +40.0-51.0 +39.4-43.1 +39.4-493 56 ft +44.2-47.9 +44.2-59.2 +43.0-46.8 +43.0-56.8 +42.2-45.9 +42.2-55.2 +41.5-45.3 +41.5-53.9 +41.0-44.8 +41.0-52.8 +40.6-44.3 +40.6-52.0 +40.2-43.9 +40.2-51.2 +39.6-43.3 +39.6-49.9 58 ft +44.5-48.3 +44.5-59.6 +43.3-47.1 +43.3-57.2 +42.5-46.3 +42.5 -55.6 +41.9-45.6 +41.9-54.3 +41.3-45.1 +41.3-53.2 +40.9-44.7 +40.9-52.3 +40.5-44.3 +40.5-51.6 y '*39.9'43.6 f i,++39:9�k3 60 ft +44.8-48.6 +44.8-60.0 +43.6-47.4 +43.6-57.7 +42.8 46.6 +42.8-56.0 +42.2 46.0 +42.2-54.7 +41.6 45.4 +41.6-53.6 +41.2-45.0 +41.2-52.7 +40.8 44.6 +40.8=51.9^ QO L.43.97j.�fh0.,;$0:6 Ln •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 Valid onl th rlgineer•'s LJJ •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 - _'•% ^s- O~ signature raI Qdseal, 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 ."-=i� - _ ,�•_ •Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or4%of the least horizontal dimension, ' ���!• _ �� -- - ' J 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 - i- 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. _ -_ E. •'" ;e C •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, Save HeIgM� _ `�' f •` W 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 _ - . /. wMe.nRoofHt :Christian Langl :PE -` Design(ASD). roof slope 15 10•has been considered. represent a substantial hazard to human life in the event of failure. -�. - ,. •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted In table(effective wind area)is equal to the •Design Is based on structure classification as Enclosed Bldg Peak Helght. lJ ` FL PE#67382`�C #31124. definitions of all design criteria. minimum of[height x width]or(ht x ht/3].Round down to values shown. I. 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2021 Easy Seals rev 02 21 W°"Fi cv°nnru.•- '[,.UOC.IVO.,1416�S.16UC