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HomeMy WebLinkAboutWind Pressure - Wind Speeddlta "a 0. oa ` �'ios0/✓pPP , :epvseellslicoinl ,SCE 7-16 Design Wind Load's For Wall Components & Cladding Wind Pressures [psf] for use with Allowable Stress Design Intend speed V = 170 M' ph Uposure'C' Ke = 1.0 ASD Load Combination Coeff: 0.6 K2t = 1.0 Kd= 0.85 Enclosed Bldg GCpi = 0.18 Mean Triburary area at least... 10 sq ft Triburary area at least... 15 sq ft f Triburary area at least 20 sq ft rlburary area at least 25 s 'Triburary area at least 30 sq ft Triburary area at least 35 sq ft Triburary area at least 40 sq ft Triburary area at least .50 sq ft Roof Height Zone 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 Zone 4. Interior Zone 5 Corner Zone 4 Interior Zone 5. Corner Zone.4 Interior' Zone 5 Corner 1s ft +31:8 -41.0 +37:& -50.6 +36.8 40.0 :'+36.8 -48.6 . :+36.1 -39.3 +36.1 -47.2' +35.8 38:7 +35,5 46.1 +35.1 -38.3 .+35.1 -45..2 .+34.7 -37.9' +34.7 -44:5 -' +34.4 -37t6 +84 3.8 +33.8 -37.0 +33.8 742.7' 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 .+36.0 -46.7 +35.6 -38.9 +35.6 -45.8 +35.2 -38.4 +35.2 -45.1 +34.9 -38.1 +34 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 7499 - -+37.1 =40.3 +37.1 -48.5 +36.5 -39.8 - _ +363 =47.3 +36.0 -39.3- +36.0 -46.4 +35.6 -38.9 +35.6 -45.6' +35.3 -38.6 +H 5. +34.7 -38.0' +34.7 -43.8 18 ft - +39.3 42.6 +39.3. -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 +35:7 -3 1 5 5: + -38.5 +35.2 44.4 20 +40.2 43.6. , +40.T -53,8 , +39.1 42,5 ' +39.1 -$1.7 ' "+38.3 41.7 ' +38,3 -50.1 + .8 41.2 - +37i8 " 49:0 . +37:3 -40.7 +37.3 -48.0 +36.9 40.3 +36.9 -47,2 =_+36. ' 9. +36 6.. + -39.4. 436.0 -45A 22 ft +41.0 -44.4 +41.0 -54.9 +ms -43:4 +39.3 -52.7 +39.1 -42.6 +39:1 -51.2 +38:5 -42.0 " "+38.5 -50.0 +38.0 -41.5 +38.0 -49.0 +37.6 -41.1 +37.6 -48.2 +37. - 0. +37. 7. + 40.2 +36.7 -46.3 24 ft :+41.7 45.3': +4L7 155:9 +40.6 44.2 ' +40.6 -53.7 +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 t38. 1.5 38. 8. '_ + -40:9 +37.4 -47.1 2S 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 +39:6 -51.3 +39.1 -42.6 +39.1 -50.3 +38.7 -42.2 +38.7 -49.5 +38.3 1.9 +38. +M -41.3 +37.7 -47.5 26ft .+42.4 -46.0:•. -.+42.4.I-56.8: +41.3 -44.9 '+41.3 r54.6. +40.5 -44.1 440:5 -53.0 -+39.9 =43.5'. +39.9 -51:8 +39.4 -43.0. .+39.4 -50.8 . +39:O -42.6' +39.0 -49:9 :+38. 2.2 38. 9.2. "+ , -41.6. .+38.0.-47.9 . 28 ft +43.1 -46.8 +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 + -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 4:41.1 -44.8 +41.1 -53.3 ' +40.6 -44:3 +40.6 -52.3 +40.2 43.9 +40:2 -51.4 +39. 3.5 "+39. + 4 *:9 +39.2 -49.4 32 ft ( +44.3 -48.1 +44.3: -59.4 +43.2 -46.9. +43.2 -57.0 1 +42.3 -46.1 +42.3 -55.4 +41.7 -45.4 +41.7 -54.1 +41.2. -44.9 +41.2 -53.6. +40.7 -44.5 .. +40.7 -52.1 +40.3 4.1 %+40. - +39.7 -43:5 . +39.7 -50.1 34 ft 444.9 -48.7 :•+44.9. -60:1: +43.7 '47.5 +43.7 =57.8- .+42:9 A&.7 . +42.9 -56.1 +42.2 -46.0' .+42.2 -54:8- . +41.7 45.5' ' +A1.7 -53.7 ' .+41.2 45.1 +41.2 -52.8 +40. - .7 ' t40: - +40.2 -44:0- -+40.2 -503 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 .9 1 +41. - .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 -46.1. ..+42.2 -54,4 . +41.7 -45.6 +41.7 -53.4 +41. 745.2 . +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 +42.7I-55.0 +42.2 46.1 +42.2 -54.1 ' +41. - 5.7 +41.8 =53.3' +41.2 -45.1 ' ' +41:2 -51.9 ft :+46.5 -50.4.+46.5-62.2' ' +45.2 49:2 +45.2 -59.8 +444 48:3 +4:4 4 ' '3.7 431 -47. +43. -. +43 =466• +42.7-54.6 '+4.3 -46.2 +2: +4140 .6 -52:5 42 ft +463 -50.9 +46.9 -62.9 +45.7 -49.7 +45.7 -60.4 +44.8 -48.8 '+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 +42.0 -41R.U= +42.0 -53.0 44 ft +47.4 -51:4- '+47.4 -63.5 +46.2 -50.2. +46.2 -61.0' +45.3 49:3 +45.3 -59.2 ' +44.6 -48.6 _' +44.6 -57.8 +44,0 '-48.0 • ' +44.0 -56.7 ' +43.5 -47.6 +43.5 755.8 +43.1 -47.2 +43.1 -54.9 .+42.4 +42.4 '-53.6 45 ft +47.6 -51.7 +47:6 -63.8 +46:4 -50.4 +46.4 -61.3 .+45.5 49.5 : +45.5 -59.5 +44.8 48:8 +44.8 =58,1 +44.2 48.3 +44.2 -57.0 +43.8 -47.8 +43.8 -56..0, +43.3 _' -474 +43.3. -55.2 +42.6 -4 +42.6 -53.8 46 ft +47.9 -51.9 .' . +47:9 -64.1- +46.6 -50.6 +46.6 =61.6 '+45.7 -49.8 +457 -59.8 -4,45.0 49.1 - :+45.0 -58.4 +44.4 48.5 +44.4 -57.2 +44.0 48.0' +44.0 756.3 +43.5 47.6 +43.5 -55.4' +42.8 48 ft +48.3 -52.4 +48.3 -64.6 +47.0 -51.1 +47.0 -62.1 +46.1 -50.2 +46.1 -60.3 +45.4 -49.5 +45.4 =58.9.. +44.8 -48.9' +44.8 -57.8 +44.4 -48.4 1 +4414 -56.8 +43.9 -48.0 +43.9 -55.9 „ +43.2 7.3 +43.2 -54:5 50 ft +48.7, -52:9 +48.7, -65.2 +47.4 =51.5'- - +47:4 1 -62.6". . +46.5 -50..6 • +46.5 -6.0.8 +45:8 -493: +45,8 -59:4 "•+45.2 =49.3 "- +45.2 -58.3 +44.7 -48.9 +44.7 -57.3 +44:3 -48.4-• +44.3 -56:4 '+43.6 R t43.6 55.0 52 ft +49,1 -53.3 +49:1-65.7 , +47.8 -52.0 +47.8 -63.2 +46.9 -51.1 +46,9 -61.3 +46.2 -50.3 . +46:2-59:9 . +45:6 49.8 1 +45.6 -58.7 +45.1 49.3- +45.1 -57,8 1 +44.7 48.8 +44.7 -56.9. +44.0 +44.0 -55.5 54 ft +49.5 -53:7' ' +49.5 -66:3 . +48.2 -52.4 - +48.2 -63.7 +47.3 -51.5 +47:3 -61.8 +46;5 -50.7 ' "+46.5 -60.4 +46.0 -56.2 +46.0 -59.2 +45.5 -49.7 +45.5 -58.2 +45.0 -49.2 +45:0 -57.4 +44.3 48.5 +44.3 -55.9 55 ft +49.7 -53.9 +49.7 -66.5 +48.4I-52.6 " +48.4 r63.9 +47.4 -51.7 +47.4 -62.1 +46.7 -50.9 +46.7 -60.6. +46.1 -50.3 '+46.1 -59.4 +45.6 -49.9 +45.6 -58.4 '+45.2 -49.4 : +45.2 -57.6: +44.5 48:7 1 +44.5 -56.1 56 ft .+49.9 -54.1 . +49.9 -66.8 : +48.6 -52.8 : +48.6 -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 F58.7 +45.4 -49.6 - +45.4 -57.8. +44.7 -48.9 +44.7 -56.3. 58 ft +50.2 -54.5 +50.2 -67:3 +48.9 -53.2 +48.9 r64.6. +48.0 -52.2 +4&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 -59.1 +45.7 -50.0 . +45.7 -58.2 . +45.0 -49.2. +45.0 -56.8 . ft + 5 - 48.3 -52.6 -63.2+47.6-51.9 ' +46.5-50.8+46.5 59.5+46.0-50.3 4 -57.[60 In • Design. conforms to the Florida Building Code 7th Ed (2020). LLJH • Tabulated design wind loads are based on ASCE 7-16 specifications for [)components I ponents and cladding ng based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc:) `f shall be verified by the contractor & building official prior to construction. D� • This specification may be used In conjunction with engineering under LLI separate certification (by this engineer or by others) using Allowable Stress WDesign (Ze V • Referto 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 (3-second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the' exterior component surface respectively. P g • 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 to 10•. Round up tovalues 'shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slopes 10' 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 ("interior" and "corner" zones, respectively) are as shown to the right, where the dimension "a" Is the minimum of 10% of the building's least horizontal dimension or 40% of Ile mean roof , hei ht but never less height, than T-O" 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, ,& below 1000' elev. • This specification is valid for use with buildings of any Rlsk.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 02/22 a ate. 7nne g 4 g Eave Height Mean Roof Ht Peak Height WALL ELEVATION Valid onlyvit signature CFeb02 Christian Lans PE seal FL PE #67382 VN#31124 Doc No. A16LS.170C