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Home My WebLink AboutWall Components & CladdingEasySeals. easysas.com ASCE 7_16 Design. Wind Loads rr %Wspeed V = 170 mph - Exposure "C' . For Wall Components & Cladding MAR 2 9i�22.o ASD Load Combination Coeff: 0.6 Wind Pressures [psf] for use with Allowable Stress Design) , �<zl - l.o Kd ='0.85' Enclosed Bldg . GCpj = 0.18' Mean Tribura area at least... l0 sq ft 'Triburary area at least... 15 sq ft Tributary area at least 20 sq ft TribUrary.area at least . 25.sq ft Tributary area at least 30 sq ft Tr' jBtlt ast 35 sq ft•- Tributary area at least 40 sq ft Tributary area at least 50 sq ft Roof Height Zone 4 ZOne 5 Zone 4 Interior Zone 5 - Corner Zone 4 Interior Zone 5 Corner Zane 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 Zone 5 _ Corner Interior (Corned' 15-ft +37:8 -41.0. +37{8'-50.6 +36.8 -40.0 •-+36.8 -48.6 . :''+36.1 -39.3 : +36.1 -471' +35.5 -38.7 +35,5 446,1 +35,1 -38.3 •+35.1 -45.2' :+M.7 -37.9: '+34.7 -44..5' +34.4 -37:6 , +34.4 -43.8 433.8 -37.0 +33:8 -42.1 '', 16 ft +38.3 -41.6 +38:3 -51.3 +37.3 -40.5 . +37.3 -49.3 � +36.6 -3.9.8 +36.6 -47.9 . +36,0 ;39.3 +36.0 -46.7 +35.6 -38.8 +35.6 -45.8 +35.2 -38.4 +35.2 -45.1 +kSl -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 -46.3 +37.1 -48.5 +36.5 -39.9 - +36,5 =47.3-. +36.0 -39,3' +36.0 -,46.4 +35.6 -38.9 +35.6 -45.6- +35.3 -3&6 +35.3 -45.0„ +34.7 -38.0' +34.7 -43:8 18 ft- +39.3 -42.6 +39.3, -81.6 +38.2 -41.6' +38.2 -50.5 . +37.5 -40.8 ' +37.5 -4.9.0 +36,9 -40.3 +36.9 -47:9 +36.5 -39.8 +36.5 -47.0 +36.1 -39.4 +36.1 -46.2 +35:7 -39.1 - +35.7 -45.5 -+35.2 -38.5 +35.2 - 4.4 20 ft . +40.2 -43.6 +40.2' -51,8 . +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 -40.7 '+37.3 4$.0 '+36.9 .4 .3: ' +36.9 -47:2 +36.5 -39.9 - +36.5 446.5 +36.0 -39.4 +36.0 745.4 22 ft ' +41.0 -44.4 +41.'0 -54.9 ' +39.9 -43A +39.9 ' 52.7 +39.1 -42.6 +na -51.2 +38:5 -42.0 -+38.5 -50.0 +38.0 -41.5 +38.0 -49.0 +37.6 -41.1 +37.6 -48.2 +37.3 -40.7 +37.3 -47.5 +36.7 -40.2 +36.7 -46.3 24ft ':+41.7 -45.3 +41.7 -55:9 +40.6 -44.2 '+40.6 .517' +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 -41.5 ;-+38.0 -48.4:• +37.4 -40:9 +37'A =47.1 25 ft .+42.1 -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' +21M -51:3. +39.1 -42.6 +39.1 -50.3 +38.7 -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 t41.3 :44:9 441.3 -54.6. +40.5 -44,1 #40:5 -53.0 .+39.9. =43.5: +39.9 -51.8 +39.4 -43.0. . +39.4.-50.8 . +39.0 -42.6' +39.0 -49.9 +38.6 -42.2 ' • +38.6 -49.2. +38.0 -41.6, .+38.0-47.9 . 28 ft +43.1 -463 +43.1 -57.7 +42.0 -45.6 : +42.0 -55.4 +41.2 -44.8 +41.2 -53.8 : +40.5 -44.2 +40.5 -52.6 +40.0 .-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" +40.6 -44.3 +40.6 -52.3 +40.2 -43.9 +49'.2 -51.4 +39.8 -43.5 '+39.8 -50.7 +39.2 -42:9 +39.2 -49.4 32 ft +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 1. . +41:2 44.9 +41.2 -53.0. +40.7 44.5 +40.7 -52.1 +40.3 44.1 +40.3 =51.4 .+39.7 -43.5 +39.7 -50.1 •34 ft ' .4 .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 '-53.7 • .+41'.2 -45.1 +41.2 -52.8 •+40.9 -44.7 +40:9 s52.6 +40.2 -44:0 +40.2 =50.7 i 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 +41.1 -52.3 +40.5 -44.3 +40.5. -51.0 .36 ft +45.4 -49.3. .+45.4 -60.8 +44.2..48.1 +44.2 =58.5. +43.4 -47.2 .+43.4 -56.8 . '+42.7. 46.6. +42.7 -55.4 +42.2 �6.1. . +42.2 -54;4 . +41.7 -45.6 +41.7 -53.4 +41;3 -45.2 . +41.3 -52.7 +40.7 -44:5 . .+40.7 .51.3 38 ft +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.tl +42.2 -46.1 +42.2 -54.1. +41.8 45.7 +41.8 =53.3 +41.2 45.1 +41:2 -51.9 40 ft .+46.5 -50.4 : '+4 62.2 +45.2 49:2 .+45.2 -59.8' -+44.4 -48.3 +44:4 -58.0 +43.1 -47.6 -+43.7 -56:% +43.1 -47.1 +43.1 .55.6 +42.1 -46.6 +42.7 -54.6 . 42.3 -46.2 +42:3 =53.$,. +41.6 -45:5 +41.6 -52.5 ' 42 ft +46:9 -50.9 6 16 +45.7 -49.7 +45.7 -60.4 +44,8 -48.8 +44.8 =58.6 +44.1 -48.1 +44,1 -51.3 +43.6 47.6. +43.6 :56.2 +43;1 47.1 +43.1 -55.2 +42.1 -46.1 +42.7 -54A +42.0 46.0 +42.0 -53.0 44ft• + -5 :4 +4 . -6 +46.2'-50.2• +46'.2 -61;0' +45.3 49:3 r45.3 -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' '+42.4'-53:6 ` 45 ft +4 . -51 +4 6 4 -50.4 .4 -61.3 +45.5 49.5 +45.5 -59.5 +44.8 4$.8 +44.8 =58,1 +44.2 48.3 +44.2 -57.0 +43.8 -47.8: +43.8 -56;0 +43.3 -47:4 . +43.3 -55.2 +42.6 -46.7 +42.6 -53.8 46 ft '+47. -51.9 ' : +4 6 "t . 6 -50.6 6 =61.6 +45.7 -49:8 +45,7 -59.8 , •+45.0 49.1 • :+45.0 -58.4' +44.4 :48.5 4 4.4 -57.2 +44.0 -48.0' +44.0 -56'.3 +43.5 47.6 +43.5 -55.4' +42.8 46:9- +42.8 -54.1, 48 ft .+4 . -52.4 . +40 -51.1 .0 -62.1 '+46.1 -56.2 +46.1 -60.3 +45.4 49.5 . +45.4 =58.9,. +44.8 -48,9'k44-8 -57.8 +44.4 -48.4 +44.4 -56.8 +43.9 -48.0 . +43.9 -55.9.. +43.2 -47.3 +43.2 -5 :5 50ft' S2, +4 6 2 4'-51.5'• 7.4 -62.6 , .+46.5 -50.6 , +46.5 -60.$ +45:8 49.9 +45,8:59:4 +45,2 49.3'- -58.3 +44.7 48.9 +44.7 -57.3 +44:3 4$.4'- +44.3 -56:4 +43.6 47.7 +43.6 -55.0 52 ft . +49.1 -53. +4 6 8 -52.0 T. -63.2 ' +46.9 -51.1 " +46,9 -61.3 +46.2 -50.3 - .+46:2-59:9 +45:6 49.8 -58.7 +45.1 49.3 +45.1 -57.8 +44.7 -08.8 +q4.7 =56.9 +44.0 48.1 +44.0 -55.5 54 ft ' + 5 +4 66� 2 -52:4 • 8.2 163.7 +47:3 -51.5 +47:3 -61.8 • +46:5 -50.7 ' '+46.5 -60.4 +46.0 -50.2 '59.2 +45.5 -49.7 +45.5 -58.2 +45.0-49.2 +45.6 -57.4 +44.3 -48.5 +44.3 =5555 ft +49.53.9 +4 6 -52.6 8.4-63.9 ' +47.4 -51.7 +47.4-62.1 '+46.7 -50.9 ' +46.7 -60.6. +46.1 -50:3 . ' 59.4 +45.6 -49.9 +45.6 +45.2 -57.6 +44.5 -48.7 +44.5 =56.1 56ft .+ -54. 6 J.4 6 -52.8: 8.6 -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 +45.8 -49.6 ' . +45.4 -57.8. +44.7 -48.9 +44.7'-56.358ft + -54.+ +48.9 -53:2 +48.9 -64.6 +48.0 -52.2 +48:0 -62.7 +47.3 =51.5: +47.3 -61:3. +46.7 -50.9. . +46.7 -60.1 +46.2 -50.4' +46.2 ±-58.4+45.21-49'.4 -50.0 . +45.7 58.2 -49.2 +45.0 5660 ft 54:9 # -6/� : +49.3 -53.6 : +49.3 -65.1 +48.3 -52.6 :+48.3 -63.2 +47:6 -51.9 +47.6-61.7 :+47.0 : 51.3 +47.0 -60.5 +46.5 -50.8 :+46.5 -50.3 +46.0 -58.6 ��4.0 .3 ;49.6 iJ) • Design conforms to the ri a B.IIdln I Code 7th Ed (2020). I.- • Tabulated design -wind loads are based on ASCE 7-16 specifications for Ocomponents and cladding based on design criteria as noted herein. o z • Where this document is used for permit, applicability. of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) `r shall be verified by the contractor & building official prior to construction. C • This specification may be used in conjunction with'engineering under LU separate certification (by -this engineer or by others) using Allowable Stress W Design (ASD). V • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, Fl. 33432 • Wind Speed noted above Is ultimate design wind speed (37second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average)'Roof Height" cannot be determined; peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to30•. Round up.tavalues '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 Areamoted. in table (effective wind area) Is equal to the minimum of [height x width] or [htx ht'/ 3]. Round down to values shown. • Zones 4 & 5 ("Interior and "corner" zones, respectively) areas shown to the right, where the dimension "a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than T-0" or4%ofthe 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, &' below 3000' elev. • This specification is valid for use with 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 failure. • Design is based on structure classification as Enclosed Bldg Copyright ©2022 Easy Seals rev 03/22 a a Valid onlywi h en neer's signature & raise seal .Zane . 6 4 5 ar01 Eave Heigh .Mean Roof Ht Christian LanglE i, PE' Peak Height . FL PE#67.382 tA#31124 WALL ELEVATON Doc No. A16LS.170C .