Loading...
HomeMy WebLinkAboutDESIGN WIND LOADSQaSySea C1�- /SCE 7-10 Design Wind Loads Le saysealss..coom For Wall Components & Cladding Wind Pressures [psf] for use with Allowable Stress Design File Copv 1"tN00 Wind speed V = 170 mph Exposure'C' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 Mean Tributary aleendiekst... H Triburary area at least._ 15 sgft Triburs east 20 Sol ft Tributary area at least 25 sq ft Triburary area at least 30 sq ft Tribur [least Ss 2ft Triburary are a at least 40 sgft Triburary area at least 50 sgft Roof Height u to: Zone Interior Zone Corner + e4 Zone Zon Interor + Zone 5 Comer + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 (Comer)Interior + Zone4 + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + - 15ft +37.8 -50.6 +36.8 -40.0 +38 -48.6 +36.1 -39.3 +36.1 -47.2 +35.5 -38.7 +35.546.1 AS.1 -38.3 ' +35.1-45.2 +34.7 -37.9 +4.744.5 +34.4 -37.6 +34.4 -03.8 +33.8 -37.0 +33.842 .7 16 ft +38.3-41.6 +38.3 -51.3 +37.3 40.5 +37.3 -49.3 +36.6 .39.8 +36.6 -47.8 +36.0 -39.3 +36.046.7 +35.6 .38.8 +35.6-45.8 +35.2 -38.4 +35.2-45.1 +34.9 -38.1 +34.9 -44A +34.3 -37.6 +34.343.3 17 ft +38.8 2.1 +38.8 -52.0 +37.8 -41.1 +37.8 49.9 ''+37.1 -40.3 +37.148.5 36.5 -39.8 +36.5 47.3 +36.0 -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 18ft +39.3 -42.6 +393 -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 +36.5 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 20 ft +40.2 43.6 +40.2 -53.8. +39.12. : -+39.1 -51.7 +38.3 -41.7 +38.3 -50.1+37.841.2 +37.8 -49.0 +37.3 -40.7 +37.3 .6 +36.9 40.3 +36.9 -47.2 +36.5 -39.9 +36.5 46.5 +35.6-39.4 +36.0 -45.4 22ft +41.0-44.4 +41.0 -54.9 +39.9 -43.4 +39.9 -52.7 +39.142.6 +39.1 -51.2 +38.5 -42.0 +38.5 -50.0 +38.0 -41.5 +38.0 -49.0 +37.6 -41.1 +37.648.2 +37.340.7 +37.3-47.5 +36.7-40.2 +36.746.3 24ft +1.7 5.3 . 41.7 -55.9 40.6 -.2 +40.6 -53.7 +39.843.4 +39.8 -52.1 +39.2 -42.8 +39.2 -50.9 +38.742.3+38.7 -49.9 +38.3 -1.9 +38.3-49.1 +38.0 41.5 +38.0 -48.4 +37.4 -40.9 +37.4-47.1 25 ft +2.1 -45.7 +42.1-56.4 +41.0-44.5 +41.0 .54.1 +40.2 3.8 +40.2 -52.6 +39.6 -43.1 +39.6 .51.3 +39.1 -42.6 +39.1 -50.3 +38.7-42.2 +38.7 -09.5 +38.3 -41.9 +38.348.8 +37.7 -41.3 +37.747.5 26 ft +42.446.0 +42.4 -56.8 +41.3-44.9 +41.3 -54.6 +40.54.1 +40.5 -53.0 +39.9 -43.5 +39.9 -51.8 +39.4 -43.0, +39.4 -50.8 +39.02.6 -4 +39.0-49.9 +38.6-42.2 +38.6 49.2 +38.0b1.6 .+38.0 47.9 28 +43.1 -06.8 +43.1 -57.7 +42.0 45.6+42.0-55.4 +41.2 44.8 +41.2 -53.8 +405 44.2 +40.5 -52.6 +0.0 43.7 +40.0 .51.6 +39.6 -43.2 +39.6 -50.7 +39.2 42.9 . +38.642.2 +38.6 -48.7 30 ft '+43.7 -47.4 +43.7 -58.6 +42.6 -46.3 +42.6 =56.3 +41.8 5.5 +41.8 -54.6 +41.1-44.8 +41.1 -53.3 +40.6 -44.3 +40.6 -52.3 +40.2 43.9 +40.2 -51.4 4.39.8 -43.5 7 +39.242.9 ♦39.2 -49A 32ft +44.3 -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 +42.2 -04.9 +41.2 .53.0 +40.7 -44.5 +40.7 -52.1 +40.3 -44.1 +39.7 -43.5 +39.7 .50.1 34ft +44.9-48.7 : +44.9 -60.1. +43.7-47.5 +43.7 =57.8 +42.9 46.7 +2.9 -56.1 42.2 46.0 42.2-54.8 +4.7 45. +41.7-53.7 +41.2-45.2 +41.2-52.8 +40.9 -447 +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 +43.1-56.4 +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 1+09 +40.5 -44.3 +40.5 -51.0 36ft +45.4 -49.3 +45.4 -60.8 +44.2 48.1 +44.2-58.5 ♦43.4 -47.2 +43.4-56.9 +42.7-46.6 +42.7 -55.4 +42.2 -46.1 +42.2 -54.4 +417 -45.6 +41.7-53.4 +41.345.2 1.3-52.7 +40.7 -04.5 , .+40.7 -5L3 38ft +46.0 49.9 +46.0 -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 -51.9 40ft +46.5 -50.4 . +46.5 -62.2, +45.2 -49.2 +45.2 -59.8 +44.4 -48.3 +44.4-58.0 +43.-7.6 +43.77 43.-7.1 +3.1-55.6 +42.7-46.6 +42.7 -54.6 +42.3 +41.6 -45.5 +41.6 -52.5 42ft +46.9 -50.9 +46.9 -62.9 +45.7-49.7 +45.7-60.4 +44.848.8 +44.8-58.6 +44.1 48.1 +44.1 -57.3 +43.6 -47.6 +43.6 -56.2 +43.1-47.1 +43.1 -55.2 +42.7-46.7 +42.7-54.4 +42.046.0 +42.0 -53.0 44 ft W7:4-51.4 +47.4 -63.5 +46.2 -50.2 +46.2 -61.0 +45.3 -09.3 +453-59.2+44.6 -08.6 +44.6-57.8 +44.0-08.0 +44.0 -56.7 «33.5 -47.6 +43.5 -55.8 +43.1 -07.2 +43.1 -54.9 +42.4-06.5 .+42.4 -53.6 45 ft W7.6-51.7 +47.6 -63.8 +46.4-50.4 +46.4 -6L3 +45.5 -09.5 +45.5 -59.5 +49.8 48.8 +.8 -58.1 +44.248.3 44.2-57.0 +43.6d7.8 +3.8 -56.0 +3.3 7.4 43.3 -55.2 42.6 46.7 +42.6 -53.8 +47.9 -51.9 +47.9-641 +46.6 -50.6 +46.6 -61.6 +4.7 9.8 5.7 -59.8 +5.0 9.1 45.0-58.4 +q4.4 85 -57.2 +44.0 -08.0 +44.0-56.3 +43.5 -47.6 +43.5 -55.4 +42.8 -06.9 +-02.8-54.199 +48.3 -52.4 +48.3 -64.6 +47.0 -51.1 47.0 -62.1 +46.1 -50.2 +46.1 -60.il, 5.4 -49.5 +45.4 -58.9 +44. 8.9 .4 -48.4 +44.4 -56.8 +3.9 48.0 +43.9 -55.9 +43.2 -47.3 +43.2-54.5 +48.7 -52.8 +48.7 -65.2.. +7.4 -51.5 +47.4 .62.6 +46.5 .50.6 +46.5 -60 5.8 -499 : +49.8-59.4 452 94 -58.3 +44.7 -48.9 +44.7 -57.3 +44.3 48.4 +44:3 -56.4 6 7.7 t43.6 -55.0 F54 +49.1 -53.3 +49.1 .65.7 +47.8 -52.0 +47.8 -63.2 +46.9 -51.1 46.9 -61. +46.2 -50.3 +46.2 -59.9 +45.649.8 - +45.1 -49.3 +45.1 -57.8 +44.748.8 +44.7-56.9 0 !+.44.3 48.1 +44.0 -55.5 +49.5 -53.7 +49.5 -663 M8.2 -52.4 +48.2-63.7 +47.3 .51.5 +47.3 61 6.5 -50.7 +46.5 .60.4 +46.0 -50.2 +46.0 -5 45.5 49.7 +45.5 -56.2 +45.0 -09.2 +45.6-57.4 48.5 +44.3-55.9 9.7 -53.949.76.5 +46.7 -50.9 +6.7 -60.6 46.1-50.3 +6.1 -59.4 +5 4.6 9.9 +5.6 -58.4 4. 9.4 +42 -57.6 5 48.7 +44.5-56.1+ +49.9 -54.1 +48.6 -52.8 +4 -142 -519 -62 1 +45.4 -49.6 +45.4 -57.8 .7 +489+49.9 +44.7-563 ft 50.2 -145 6 8.9 -53.2 +48.9-64.6 0-52.2 +48.0 -63 +47.3 51.5 +58 47.3 -61.3 +46.7 -50.9 +46.7-60.1 +46.2-50.4 +46.2 -59.1 +45.7 -50.0 +45.7-58.2 +45.0 -49.2 +45.0I-56.8 60 ft +50.6 -54.9 -67.8 +-61.7+47.0 -51.3 +47.0 -60.5 +46.5 -50.8 +46.5 -59.5 +46.0 -50.3 Ln • Design conforms to the Florida Building Code 6th Ed (2017). • Tabulated design wind loads are based on ASCE 7-20 specifications for 0 components a nd cladding based on design criteria as noted herein. Z • Where this document is used for perk, applicability of design criteria J noted herein (Basic Wind Speed, Exposure category, Risk Category, etc.) shall be verified by the contactor & building official prior to construction. • This specification may be used in conjunction with engineering under W separate certification (by this engineer or by others) using Allowable Stress WDesign(ASD). l.J • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Fedeal Hwy, #200, Bow Raton, FL 3M32 • Wind Speed noted above Is ultimate design wind speed (3second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (avenge) Roof HeighP cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10'. Roundup to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 510- has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of[height x width] or(ht x ht/31. Round down to values shown. • Zones 4 &5 ("IMerior' and "comer" zones, respectively) are as shown to the right, where the dimension "a" Is the minimum of 10%of the building's leas[ horizontal dimension or 40%of the mean roof height, but never less than 3'4' or 4%of the least horizontal dimension. • This specification is valid only for use with structures NOT located In the upper one-half of an Isolated hill, ridge or escarpment. • This specification Is valid for use win buildings of any Risk category, including essential facilities and buildings or other structures that represent a substantial hazard to human life in the event of fallure. • Design is based on structure classification as Enclosed Bldg Copyright ©2018 Easy Seals rev 1218 ]one B� 4 �5 re HalgM Meanlloot Ht P kNeigh signature jraiAed seal Dec 17 Christian Langlell PE FL PE #67382 VA #31124 Doc No. AlOLS.170C