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HomeMy WebLinkAboutDESIGN WIND LOADSl,( EasSe� / �- ASCE,7-10 Design Wind Loads : t� (,J yeaWalsxorn For Wall` Components & Cladding r_ ,r 1 Wind Pressures [psf] for use with Allowable Stress Design Wind speed V = 170 mph Exposure'D' ASD Load Combination Coefficient: 0.6 IQt= 1.0 Kd= 0.85 Enclosed Bldg GCpi- 0.18 Mean Tfiburary area at least... 10 sgft Triburary area at least... 35 Sol ft riburary area at least 20sgft Triburary area at least' 25sgft Triburary area at least 30sgft Triburary area at least 35sgft Triburary area at lean 40sgft Triburary area at least 50sgft Roof ( Height u to: Zone Interior + Zone Corner + Zone Interior + Zone Corner - Zone4 Interior + Zone Comer - Zone4 Interior - Zones Comer - Zone4 Interior - Zones Corner - Zone4 Interior + - ZaneS Corner + - Zone Interior + - Zone Comer + - Zone4 Interior + - ZaneS Comer + - 15 @ +45.9 -49.8 +45.9 -61.4' .44..1 -48.5' +44.7 -59.0 +43.8 -47.7 - +q3.8 -57.3 +43.1 -47.0 +43.1 -56.0 +42.6 -46.5 +42.6 -54.9 +42.1 -46.0 +42.1 -53.9 +41.7 -05.6 , +41.7 -53.2 +41.1' -45.0 +41.1 -51.8 16 ft +46.4 -50.3 +46.4 -62.1 +45.2 -49.1 +45.2 -59.7 +44.3 -48.2 +44.3 -57.9 +43.6 -47.6 +43.6 -56.6 +43.1 -47.0 +43.1 -55.5 +42.6 -46.5 +42.6 -54.6 +42.2 -46.1 +42.2 -53.8 +41.5 -45.5 +41.5 -52.4 17 ft .+46.91-50.9, +46.9 -62.8 +45.6 -49.6 +45.6 r603 +44.8 =48.7 +44.9 -58.5 +44.1 .48.1 .+44:1 -57:2 +43.5 -47.5 -+43.5 -56.1 �43.1 .47.0 +43.1 -55.1 +42.7 -46.6 +42.7 -54.3 +42.0 -45.9 +42.0 -53.0 18 ft +47.3 -51.4 +47.3 -63.4 +46.1 -50.1 +46.1 -60.9 1 +45.2 -49.2 +45.2 -59.1 +44.5 -48.5 +44.5 -57.8 1 +44.0 48.0 +44.0 -56.6 +43.51-47.5 +43.5 -553 +43.1 -47.1 +43.1 -54.9 +42.4 -46.4 +42.4 -53.5 20 ft ♦48.2 -52.3 _ . +48.2 -64.6. +47.0 -SLO '+47.0 -62.0. 1 '+46.1 -50.1 +46.1 -60.2 +45.4 149.4% .+45A -58.8 +44.8 48.9 '+44.8 -57.7 +44.3 -48.4 ; +44.3 -56.7 W3.9148.0 +43.4 -55.9 +43.2 -47.3 +43.2 -54.5 22 ft +49.0 -53.2 +49.0 -65.6 +47.7 -51.9 +47.7 -63.1 1 +46.8 -51.0 +46.8 -61.2 +46.1 -50.3 +46.1 -59.8 +45.5 49.7 +45.5 -58.6 +45.0 -49.2 +45.0 -57.7 +44.6 -48.8 +44.6 -56.8 +43.9 -48.1 +43.9 -55.4 'ft :+49.8 =54.0 , +49.8 -66.6 +48.5 -52.7 M8.5 r64.0 ' +47.5 -51.8, +47.5 -62.2 +46.8 -51.0 ' +45.8 -60.T +46.2 -50.4 ', 446.2 -59.5 +45.7 -49.9 +45.7 -58.5 +45:3 A9.5 +45.3 -57.7 +44.6 -48.8 +44.6 -56.2 .-ft +50.1 -54.4 +50.1 .67.1 +48.8 .53.1 +48.8 -64.5 +47.9 -52.1 +47.9 -62.6 +47.1 -51.4 +47.1 -61.2 +46.6 -50.8 +46.6 -60.0 +46.0 -50.3 +46.0 -59.0 +45.6 -49.9 +45.6 -58.1 +44.9 -49.1 ++4449..99 --566603...6 26 ft +50.5 -54.8 +50.5 -67.6, +49.1 -53.4 +49.1 -64.9, +48.2 -52.5 <48.2 .63.0 +47.5 -51.7: +47.5 -61.6 +46.9 .51.1 +46.9 -60.4 +46.4 .50.6 +46.4.59A +4$.9 .50.2 +45.9 -58.5 +45.2 -49.5. -+5.2 -57.0 28 ft +51.1 -55.5 +51.1 -68.5 +49.8 .54.1 +49.8 -65.8 +48.8-53.2 +48.8 .63.9 +48.1-52.4 +48.1 -62.4 +47.5-51.8 +47.5 -61.2 +47.0 -51.3 +47.0-60.1 +46.5-593 +46.5 -59.2 +45.8-50.1 +45.8 -57.8 30 ft +51.7 -56.1 +51.7 .69.3 +50.4-54.9 +50A -66,6 +49.4-53.8 +49.4 -64.6 +48.7-53.0 +48.7 -63.1, +48.1 -52.4 +48.1 -61.9 +47.5 -51.9 A7.5 -66.9 +47.1 -515' (+47.1 -60.0- +46.3 -50.7 +46.3 -58.5 32ft +52.3 -56.8 +52.3 -70.1 +51.0 -55.4 +51.0 -673 +50.0 -54.4 +50.0-65A +49.2-53.6 +49.2 -63.8 +48.6 -53.0 +48.6 .62.6 +48.1 -52.5 +48.1-61.5 +47.6 -52.0 +47.5 -60.6 +46.9-51.3 +46.9 .59.1 B4ft .. +52:9 -57:4'.' -+52.9 -70.8: +51.5-56.0 +51.5-68.0- +50,5 -55.0 +50.5-66.0 +49.7 -54.2--,+49.7 -643 +49.1 -53.6 +49.1 -63.3, +48.6 -53.1 +48.6 -62.2 +48.1 -52.6 +48.1 -61.- +47.4 -51.8- +47.4 -59.7 35 ft +53.2 -57.7 +53.2 .71.2 +51.8 -56.3 +51.8 .68.4 +50.8 -55.3 , 50.0 -54.5 +50.0-64.8 +49.4-53.9 +49.4 .63.6 +48.8-53.3 +48.8 -62.5 +48.4 -52.9 +48.4-61.6 +47.6 -52.1 +47.6- 36ft +53.4-57.9 +53.4-71.5 +52.0 -56.5 +52 -8.7 +1.0 -55.5 66 +50,2 -54.8 +50.2 .65. +49.6 5.1_ 9.6 .63.9 +49.1 -53.6 +49.1 -62.8 +8.6 -53.1+48.6-619 -+47.8 -52.4 •+47.8 -60.03 38ft +53.9 -58.5 +53.9 -72.2 +52.5 -57.1 +52.5 -69.4 +51 L 73 +50.7 -55.3 +50.7 -65.8 +50.1-54.6 +50.1 -64.5 +49.5-54.1 +49.5 -63.4 +49.1-53.6 +49.1 -62.5 +48.3 -52.8 +48.3-60.9 ft '.+54.4 -59.0 ♦54.4 -72.8 153.0 -57.6 +53.0 -70.0 -+51.9 -56.6 +51:9 Iu 12 55.8', +51.2 -66.4 +50.5 -55.1 +50.5 .65.1 +50.0 -54.6. +50.0 -64.0 +49.5 -54.1 +49.5 -63.0: +8.7 153i3 +48.7-61.540 42 ft +54.9 .59.5 +54.9-73.5 +53.4-58.1 +53.4 -70.6 +52.4-57.0 +52.4 -68.5 +51.6 -56.2 +51.6 -65.9 +50.9 -55.6 +50.9 -65.6 +50.4-55.0 +50.4 -64.5 +49.9 -54.6 +49.9 -63.6 +9.1 -53.8 +49.1-62.0 44 ft +55.3 -60.0 55.3-74.1 +53.9 +53.9-58.5 +53.9 -71.1 +52.8 =57.5 +52.8 -69.1 +52.0 -56.7' +52.0 -67.5 +51.4 -56.0". `+51.4 -66.2 +50.8 -55.5 +50.8 -65.1 +50.3 •55.0._ +50:3 -64.1}49.5 -54.2' +49.5 -62.50, 45ft +55.5 -60.2 +55.5 -74.3 +54.1-58.8 +54.1-71.4 +53.0-57.7 +53.0-69.3 +52.2-56.9 +52.2 -67.7 +51.6 -6.3 +51.6-66.4 +51.0-55.7 +51.0 -65.3 +50.5 -55.2 +50.5 -64.3 9.7 -54.4 +49.7-62.7 46ft i55.7 -605 +55:7 -74.6:: +54.3 -59.0 a54.3 -71.7 +53.2 -58.0 + v . +5. +51.2 55.9 +51.2 :65:6 .9 ft +56.2 -60.9 +56.2 -75.2 +54.7 -59.4 +54.7 -72.2 +53.6-58.4 +53.6 -70.1 +52.8-57.6 +52.8-68.5 +52.1 -56.9 +52.1-67.2 +51.6-56.3 +51.6-66.0 +51.1 -55.9 +51.1-65.1+50.3 -55.0 +50.3 -63.4 +56.61.6L3 +56.6 -75.7 +55.1 -59.9 +55.1 -72.7 -+54.0 -58.9 +54.0 -70.6 +53.2 -58.0 +53.2 +52.5 -57.3 +52.5 .67.6 5.9 -56.7 +51.9 -66.5 +51.5 -56.3+51.5-65:+.6 50�ft -55.4 +50.6 -63.99 52 ft +56.9 -61.8 +56.9 -76.2 +55.4-60.3 +55.4 -73.2 +54.4 -59.2 +54.4-71.1 +53.5 -58.4 ♦53.5 -69.5 +52.9 -57.7 +52.9 -68.2 +52.3 -57.1 +52.3 -67.0 +51.8 -56.6 +5L8-66.0+5.0 -55.8 +51.0 -64.3 54 f +57.3 -62.2' +57.3 -76.7' +55.8 -60.7 _ +55.8 -73.7 +5417 -59.6 +547 -71.6 +53.9 -58.8 +53.9 -69.9 +53.2 -58.1 +53.2 -68.6 +52.2 -7.0 52.2 -6.4 +51:3 -56.2 +51:3-64.8 ft +57.5 -62.4 +57.5 -77.0 +56.0 -60.9 +56.0-74.0 +54.9 -59.8 +54.9 -718 +54.1 -58.9 +54.1 -70.1 +53.4 58.3 +53.4. -688 52.3-57.2 +52.3 -66.6 +55 -56.4 +51.5-65.0 56 +56.2 -74.2 +55.1 -0.0 +55.5 -72.0 54.2 -59.1 - +53.6 -9.0 52.5-66.8. 51 +5L6 -56.5 +51.6 -65.2 58ft +58.063.0+58.0-77.7 +56.5-61.4 +56.5-74.6 54+55 -600 + .7 +54.6 -59.5+5.6 -70.8 +53.9 -58.8+53.9 -69 .4 52.8 -67.2 .56.9 +52.0 -65.6 +58.4-63:3 +58.4 -78d +56.8-61.8 : +56.8-75.1 -6 +55 -72.9 +54.9 -59.8 +54.9 .71.2 +54.2 .592 +54.260 -696 U1 • Design conforms to the Florida Building code Sit Ed(2017). W F- •Tabulated design wind loads am based on fSCE]-10 specifications for b components and cladding based on design criteria as noted herein. • Where this document is used for permit, applicability of design criteria J noted harem (Basic Wind Speed, Exposure category, Risk category, etc.) shall be verified by the contractor & building official prior to construction. of • This specification may be used in conjunction with engineering under LIJ separate certification (by this engineer or by others) using Allowable Stress Design (ASO). • Referto the above -noted ASCE 7 standard fordescdptiom and qdefinitions of all design criteria. 1200 N Federal Hwy, 4200, Boca Raton, Fl. 33432 • Wind Speed noted above is ultimate design wind speed (3second gust). • Plus + It - signs signify res actin toward and awe from I I (1 e a fv pressu g v the here"rcomponentar cladding Height' respectively. • Where "Mean (average) Roof Height" Dino[ be detertnlned, peak roof height shall be used, except that pave height shall be used for roof angle lenthan 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 910' has been considered. • Tributary Area noted in table (effective wind area) Is equal to the minimum of [height x width] or lint x ht/3]. Round down to values shown. •Zones 4&5("intedor'and 'comer' zones, respectively) are as shown to Valid onlywithe ineer's the dghq where thef1fid i k11 "um of kninty Signature &rai h2e seal least horizontal dim D of th can coo elg n Iys r ntal Ion..; To^e y s mat at d,in the i♦ iil31[1# me Pp a ie m _ OMIr 2 •This spedficatian is valid for use with buildings of any Risk category, goals feign: Including essential facliRies and buildings or other stru re ehat r represent a substantial hazard to human life in the event of failure. Rooffit Christian gle PE • Design is based on structure classification as Enclosed Bldg Peek Htlpt FL PE#67382 QA#31124 Copyright ©2018 Easy Seals rev 03IS Doc No. A1OLS.170D