Loading...
HomeMy WebLinkAboutDESIGN WIND LOADSASCE 7-10 Design Wind Loads EasySeats For Wall Components & Cladding easyseals.com •�•'' Wind Pressures [psfJ for use with Allowable Stress Design Wind speed V = 170 mph Exposure'D' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 Mean Triburary area at least... 10 sgft Tributary area at least... 15 sgft Triburary apeBat least 20 sgft Triburary area at least 25 sgft Tributary area at least 30 sq It Triburary area at least 35 sgft Triburary area at least 40 sgft Tributary area at least 50 sgft Roof Height 60'to: Zone Interior + Zone Corner + Zone 4 IMeriar + one Corner + Zone 4 Interior + Zones Corner + - Zone4 Interior + - Zones Comer + - Zone4 Interior + - Zones Corner + - Zone Interior + - Zone Comer + - Zone4 Interior + - Zone Comer + - Zone Interior + - Zones Corner + - 61 ft +53.6 -53.6 +53.6 .98.2 +53.6 -53.6 +53.6 -98.2 +53.6 '53.6 +53.6 .98.2 +52.6 -52.9 +52.6 -95.5 +51.7 -52.3 +51.7 -93.2 +51.0 -51.9 +51.0 -91.3 +50.4 -51.4 +50.4 -69.7 +49.3 -50.8 +49.3 -86.9 65 ft +54.2I-54.2 +54.2 .99.3 +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 +54.2 -99.3 +53.1 .53.5 +53.1 -96.5 +52.3 -52.9 +52.3 -94.3 +51.6 -52.4 +5L6 -92.3 +50.9 -52.0 +50.9 -90.7 +49.9 -51.3 +49.9 -87.9 70 ft +54.9 -54.9 +54.9 -100.6 +54.9 -54.9 +54,9 -100.6 +54.9 -54.9 +54.9 -100.6 +53.8 -54.2 +53.8 -97.8 +53.0 -53.6 +53.0 -95.5 +52.2 -53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.9 +50.5 -52.0 +50.5 -89.0 75 ft +55.5 -55.5 +55.5 401.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 -54.2 +53.6 -96.6 +52.9 -53.7 +52.9 -94.7 +52.2 -53.3 +52.2 -93.0 +51.2 -52.6 +51.2 .90.2 80 ft +56.2 -56.2 +56.2 -203.0 +56.2 -56.2 +56.2 -103.0 +56.2 -56.2 +56.2 -103.0 +55.1 -55.4 _ +55.1 -100.1 +54.2 -54.9 +54.2 -97.7 +53.5 -54.4 +53.5 -95.7 +52.8 -53.9 _ +52.8 -94.0 +51.7 -53.2 +51.7 -91.1 85 ft +56.8 -56.8 +56.8 1-104.1 +56.8 -56.9 +56.8 -104.1 +56.8 -5 +56.8 -104.1 +55.7 -56.0 +55.7 -101.1 +54.8 -55.4 +54.8 -98.8 +54.0 -54.9 +54.0 -96.8 +53.4 -54.5 +53.4 -95.0 +52.3 -53.8 +52.3 -92.1 soft +57.3 -57.3 +57.3 -105.1 +57.3 -57.3 +57.3 -105. +57.3 -57.3 +57.3 -105.1 +56.2 -56.6 +56.2 -102.2 +55.3 .56.0 +55.3 .99.8 +54.6 -55.5 +54.6 .97.7 +53.9 -55.0 +53.9 -96.0' +52.8 -54.3 +52.8 -93.0 95 ft +57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 + -57.9 +57.9 -106.1 +56.8 -57.1 156.8 -103.1 +55.8 .56.5 +55.8 -100.7 +55.1 -56.0 +55.1 -98.6 +54.4 -55.6 +54.4 -96.9 +53.3 -54.8 +53.3 -93.9 100 ft +58.4 -58.4 '.+58.4 -107.1 +58.4 -58.4 +59.4 -107.1 +58.4 -58.4 +58.4 -107.0 +57.3 -57.6 +57.3 -104.0 +56.3 -57.0 +56.3 -101.6 +55.6 756.5 +55.6 -99.5 +54.9 .56.1 +54.9 -97.7 +53.8 -55.3 +53.8 -94.7 105 ft +58.9 -58.9 +58.9 -108.0 +58.9 -58.9 +58.9 -108.0 +58.9 -58.9 +58.9 -108.0 +57.8 -58.1 +57.2 -104.9 +56.8 -57.5 +56.8 -102.5 +56.0 -57.0 +56.0 -100.4 +55.4 -56.5 +55.4 -98.6 +54.2 -55.8 +54.2 -95.5 110 ft +59.4 -59.4 +59.4 -108.8 +59.4 -59.4 +59.4 -108.8 +59.4-59.4 +59.4 -108.8 +58.2 -58.6 +58.2 -105.8 +57.3 .58.0 +57.3 -103.3 +56.5 -57.5 +56.5 -101.2 +55.8 -57.0 - +55.8 -99.4 +54.7 -56.2 +54.7 -96.3 115 ft +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +58.7 -59.1 +58.7 -106.6 +57.7 -58.4 +57.7 -304.1 +56.9 -57.9 +56.9 -102.0 t56.3 -57.4 +56.3 -100.1 +55.1 -56.7 +55.1 -97.1 120 ft +60.3 -60.3 +60.3 -110.5 +60.3 -60.3 +60.3 -110.5 +60.3 -60.3 +60.3 -110.5 +59.1 -59.5 +59.1 -107.4 +58.2 -58.9 +58.2 -104.9 +57.4 -58.3 +57.4 -102.7 +56.7 -57.9 +56.7 -100.9 +55.5 -51.1 +55.5 .97.8 125 ft +60.7 -60.7 +60.7 -111.3 +60.7-60.7 +60.7 -112.3 +60.7 -60.7 +60.7 -111.3 +59.5 -59.9 +59.5 -108.2 +58.6 -59.3 +58.6 -105.6 +57.8 - 7.8 -103.5 --58.3 +57.1 -201.6 +55.9 -57.5 +55.9 -98.5 130 ft +61.1 -6L1 +61.1 .112.1 +61.1 -61.1 +61.1 -112.1 +61.1 -6L3 +61.1 -112.0 +59.9 -60.3 +59.9 -108.9 +59.0 -59.7- +59.0 -106.3 +58.2 -§9. S. 04.2 57.5 -58.7 +57.5 -102.3 +56.3 -57.9 +56.3 -99.2 135 ft +61.5-61.5 +61.5 -112.8 +61.5 .61.5 +61.5 -112.8 +61.5 .61.5 +61.5 .112.8 +60.3 -60.7 +60.3 -109.6 +59.4 -60.1 +59.4 -107.0 +58.5 � 8. 9.1 +57.8 -103.0 +56.7 -58.3 +56.7 -99.8 140 ft +6L9 -61.9 +61.9 -113.5 +61.9 -61.9 +61.9 -113.5 +6L9 -61.9 +61.9 -113.5 .+60.7 -61.1 .+60.7 -110.3 +59.7 -60.5 +59.7 -107.7 +59.9 +58 58 - 9.4 +58.2 -103.6 +57.0 -58.6 +57.0 -300.4 145 ft +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 -114.2 +61.1-61.5 +6L3 -11L0 +60.1 -60.8 +60.1 -108.4 9 +58.6 -59.6 +58.6 -304.3 +57.4 -59.0 +57.4 -101.1 150 ft +62.7 -62.7 +62.7 -114.9 +62.7 -62.7 +62.7 -114.9 +62.7 -62.7 +(7y7 -114.9 +61.5 -61.8 +61.5 -111.7 +60.5 -61.2 +60.5 -109.0 .6 J59 - 0 . 58.9 - .2 +58.9 -104.9 +57.7 -59.4 +57.7 -101.7' 155 ft +63.0 -63.0 +63.0 .115.5 +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 + �8 -62.2 +61.8 -112.3 +60.8 -61.5 +60.8 -309.6 .0 60 0.5 +59.2 -105.5 +58.0 .59.7 +58.0 -102.2 160 fit +63.4 -63.4 +63.4 -116.2 +63.4 -63.4 +63.4 -116.2 +63.4 -63. _ 13.4 -1 . +62.1 ;62.5 ; '+62.1 -112.9 +6L3 -61.9 +61.1 -110.3 .3 60. 9.6 - .6 +59.6 -106.1 +58.4 -fi0.0 +58.4 -102.6 165 ft +63.7 -63.7 +63.7 .116.8 +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 -+63. $i'. eB. .9 +62.5 -113.5 +61.5 -62.2 +61.5 -110.8 .6 60.Bi� 1.2 +59.9 -106.6 +58.7 .60.3 +58.7 -103.4 170 ft +64.0 -64.0 +64.0 -117.4 +64.0 -64.0' +64.0 -117.4 . +64.0 -64.0 +64. --117.4 +62:8 -63.2 +62.8 -114.1 +61.8 -62.5 1 +61.8 -111.4 .0 6 1 +60. 1.5 +60.2 -107.2 +59.0 -60.7 +59.0 -103.9 175 ft +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.6 +63.1 -63.5 ;+63.1 414.7 +62.1 -62.9 +62.1 -112.0 +61.3 - 3 6 -US +60.5 -107.7 +59.3 .61.0 +59.3 -104.4 180 ft +64.7 -64.7 +64.7 -118.6 +64.7 -64.7 +64.7 -118.6 +64.7 -64.7 +64.7 -118.6 '+63.4' 163.8 1 I+63.4 -135.2 +62.4 -63.2 +62.4 -112.5 +61.6 - .6 1.6 -130.2 +60.8 -62-1 +60.8 -108.3 +59.6 -61.3 +59.6 -104.9 185 ft +65.0 -65.0 +65.0 -119.1 +65.0 .65.0 +65.0 -119.1 +65.0 .65.0 +65.0 -119.1 +63.7:.64.1 +63.7 -315.8 +62.7 �63.5 +62.7 .113.1 +61.8 -62.9 +61.8 -110.8 +61.1 -62.4 +61.1 -108.8 +59.8 -61.6 +59.8 -105.4 190 ft +65.3 -65.3 +65.3 -119.7 +65.3 -65.3 +65.3 -119.7 '+65.3 -65.3 +65.3 -119.7 +64.6 .64.4 1+64.6 416.3 +63.0 -63.8 1 +63.0 -113.6 +62.1 -63.2 +62.1 -111.3 +6L4 -62.7 +61.4 -309.3 +60.1 .61.8 , +60.1 -105.9 195 ft +65.6 -65.6 +65.6 -120.2 +65.6 -65.6 +65.6 -120.2 +65.6 -65.6 +65.6 -120.2 +64.3 -64.7 I �+64.3 -116.9 +63.3 -69.0 +63.3 -114.1 +62.4 -63.5 +1 -111.8 +61.7 -63.0 +61.7 -109.8 +60.4 -62.1 +60.4 -106.4 200 ft +65.9 -65.9 +15.1 -120.8 sees +65.9 .65.9 +fi5.9 -120.8 +65.9 -65.9 +65.9 -120.8 +64.6 •65.0 +64.6 -117.4 }63.6 ;643 +63.6 -114.6 +62.7 -63.7 , '+62.7 7-112.3 +61.9 .63.2, +61.9 -110.3 +60.7 -62.4 +60.7 -106.9 in •Design conforms to the Florida Building Code Sun Ed(2017). UJ • Tabulated design wind loads are based on ASCE 7.10 specifications for Components and cladding based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Expasure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to ConstruNon. • This specification may be used in conjunttion with engineering under ll.l separate artificatlon(by this engineer or by others) using Allowable Stress Z Design(ASD). l.7 • Referto the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 12M N Federal Hwy, p200, Boa Raton, FL 33432 Wind Speed noted above the exteriorcomponent or cladding surh • Where "Mean (average) Roof Height" height shall be used, except that save he less than orequal to 10'. Rounduptovs • Wind pressures are applicable to ill bs • Tabulated wind pressures are valid for mof slope 510- has been considered. • Tributary Area noted In table (effectNi minimum of (height x width] or [ht xht/ sign (;se away from. • Zones 4 do and to o'4 es acting towaN'and away from tindowar here the dimension the inmumofvMoft the building's the right, where the dimension'a"bthe minimum of l0%'o/the building's :e, respectiveN I least horizontal dimension or 40% of the mean roof helghtj but never less s trot be determined, peak of than 3'-0"I or 4% of the least horizontal dimension. I Iht shall be used for roof angle • This specification is valid only for use with structures NOT located in the uesshown upper one-haR of an isolated hill, ridge or escarpment ' Iding floors. • This specification is valid for use with buildings of any Risk Category, ill mof'slope.; no reduction for Including essential facilities and buildings or other stmctures that represent asubstantialharard to human life in the event offallure. wind aiea) Is equal to the • Design is based an structure classification as Enclosed Bldg 11. Round down io values shown. Copyright ©2019 Easy Seals rev 06/19 seal Jun Christian Langley FL PE 067382 C 31124 Doc No. AlOMS.170D