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HomeMy WebLinkAboutDESIGN WIND LOADSas Ear Seats easysealscom SCANNED ASCE 7-10 Design Wind Loads VA14d speed V = 170 mph Exposure'D' For Wall Components S CladdingSt. Lucie C2Y934 Load Combination Coefficient: 0.6 Wind Pressures [psf] for use with Allowable Stress Design KZt-1.0 Kd-0.85 Enclosed Bldg GCpi-0.18 Mean Tributary, area at least... 10 sqk Tributary area at least... 15 sgft Triburary area at least 20 sqk Triburary area at least 25 sq ft Triburary area at least 30 sgft Tribuaryarea at least 35 sqk Triburary area at least 40 sgft Triburary area at least 50 sgft Roof Height 60' W: Zone Interior Zone Comer Zone4 Interior Zone5 Corner Zone4 Interior Zone Corner Zone4 Interior Zones Comer Zone4 Interior Zones Comer Zone4 Interior + Zones Corner + Zone4 Interior + Zones Comer + Zone4 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 -89.7 +49.3 -50.8 +q9,3 -86.9 65 ft +54.2 -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 +51.6 -92.3 +5D.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 -101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 754.2 +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 -90.1 80 ft +56.2 -56.2 +56.2 -103.0 +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 .104.1 +56.8 -56.8 +56.8 -104.1 +56.8 .56.8 +56.8 -104.1 r+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 90 ft +57.3 -57.3 . +57.3 -105.1 +57.3 .57.3 +57.3 .105.1 +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„� +;19 106.1 f'9 - -1�6} M+57.9 -57.9 +57.9 -106.1 +56.8 -57.1 +56.8 -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. •+58.4 107.. 5 ii8.4 8.4' S8. 1 i�8,4 -58.4 +58.4 -107.0 +57.3 -57.6 +57.3 -104.0 +56.3 .57.0 +56.3 -101.6 +55.6 -56.5 +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 - 8.9 .5 . + . -1 8.0 + 8.9 -58.9 +58.9 -108.0 +57.8 -58.1 +57.8 -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 -108.9 +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 -10L2 +55.8 -57.0 +55.8 -99.4' +54.7 -56.2 +54.7 -96.3 115 ft +59.8 -59.8 'D 9.7 +59.8 -59.8 +59.8 -109.7 +58.7 -59.1 +58.7 -106.6 +57.7 -58.4 +57.7 -104.1 +56.9 -57.9 +56.9 -102.0 +56.3 -57.4 +56.3 -100.1 +55.1 -56.7 +55.1 -97.1 120 ft +60.3 - or 1 . 10.5 +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 -57.1 +55.5 -97.8 125 ft +60.7 - .7 + 0.7 -111.3 +60.7 -60.7 + -111.3 - +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 .58.7 +57.8 -303.5 +57.1 -58.3 +57.1 -101.6 +55.9 .57.5 +55.9 -98.5 130 ft +61.1 -6 +bl 1 - . -1 .1 +61.1 -61.1 +61.1 -112.0 +59.9 -60.3 +59.9 -108.9 +59.0 -59.7 +59.0 -106.3 +58.2 -59.1 +58.2 .104.2 +57.5 -58.7 +57.5 -102.3 +56.3 -57.9 +56.3 -99.2 235 ft +61.5 -61.5 +61.5 -312. . 0 +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 -59.5 +58.5 -104.9 +57.8 -59.1 +57.8 -103.0 +56.7 -583 +56.7 -99.8 140 ft +61.9 -61.9 +61'.9 -113.5 +61.9 -61.9 +61.9 -113.5 +61.9 -61.9 +61.9 -113.5 +60.7 -61.1 +60.7 -110.3 +59.7 -60.5 +59.7 -107.7 +58.9 -59.9 +58.9 -105.5 +58.2 -59.4 +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 +61.1 -111.0 +60.1 -60.8 +60.1 -108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.6 +58.6 -104.3 +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 +62.7 -114.9 +61.5 -61.8 +61.5 -111.7 +60.5 -61.2 +60.5 -109.0 +59.6 -60.6 +59.6 -106.8 +58.9 -60.2 +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 +63.0 -115.5 +61.8 -62.2 +61.8 -112.3 +60.8 -61.5 +60.8 -109.6 +60.0 -61.0 +60.0 -107.4 +59.2 -60.5 +59.2 -305.5 +58.0 -59.7 +58.0 -102.2 160 ft +63.4 -63.4 +63.4 -116.2 +63.4 -63.4 +63.4 -116.2 +63.4 -63.4 +63.4 -116.2 +62.1 -62.5 +62.1 -112.9 +6L1 -6L9 +61.1 -110.3 +60.3 -61.3 +60.3 -108.0 +59.6 -60.8 +59.6 -306.1 +58.4 -60.0 +58.4 -302.8 165 ft +63.7-63.7 +63.7 -116.8 +63.7 -63.7 +63.7 -116.8 +63.7 .63.7 +63.7 -116.8 +62.5 -62.9 +62.5 -113.5 +61.5 -62.2 +61.5 -110.8 +60.6 -61.6 +60.6 -108.6 +59.9 -61.2 +59.9 -106.6 +58.7 -60.3 +58.7 -103.4 170 ft +64.0 -64.0 +54.0 -117.4 +64.0 -64.0 +64.0 -117.4 t64.0 -64.0 +64.0 -117.4 +62.8 -63.2 a62.8 -114.1 +61.8 -62.5 -+61.8 -111.4 +60.9 -62.0 +60.9 -109.1 +60.2 -61.5 +60.2 -107.2 +59.0 -60.7 +59.0 -303.9 175 ft +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +54.4 -119.0 +63.1 -63.5 +63.1 -114.7 +62.1 -62.9 +62.1 -112.0 +61.3 -62.3 +61.3 -109.7 +60.5 -61.8 +60.5 -107.7 +59.3 -61.0 +59.3 -104.4 180 ft +64.7 -64.7 +64.7 -318.6 +69.7 -64.7 +64.7 -118.6 +64.7 -64.7 +64.7 -118.6 +63.4 -63.8 +63.4 -115.2 +62.4 -63.2 +fi2.4 -112.5 +61.6 -62.6 +61.6 -130.2 +60.8 -62.1 +60.8 -108.3 +59.6 -61.3 +59.6 -104.9 -65.0 +65.0 -119.1 +65.0 .65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +63.7- +63.7 -115.8 +62.7 -63.5 +62.7 -113.1 +61.8 -62.9 +61.8 -130.8 +61.1 -62.4 +61.1 -308.8 +59.8 -61.6 +59.8 -105.4 -65.3 +65.3 -119.7 +65.3 -65.3 +65.3 -119.7 +65.3 -65.3 +65.3 -119.7 +64.0 -64.4 +64.0 -116.3 +fi3.0 -63.8 +63.0 -113.6 +62.1 -63.2 +62.1 -1ll.3 +61.4 -62.7 +61.4 -109.3 +60.1 -61.8 +60.1 .105.9 ±+6s.9 -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 +64.3 -116.9 +63.3 -64.0 +63.3 -114.1 +62.4 -63.5 +62.4 -111.8 +61.7 -63.0 +61.7 -109.8 +60.4 -62.1 +60.4 -106.4 -65.9 +65.9 -120,8 +65.9 -65.9 +65.9 -120.8 +65.9 -65.9 +65.9 -120.8 +64.6 -65.0 +64.6 .117.4 +63.6 -64.3 +63.6 •114.6 +fi2.7 -fi3.7 +62.7 -112.3 +61.9 -63.2 +61.9 -110.3 +60.7 -62.4 60.7 -106.9 Ln • Design conforms to the Florida Building Code 6th Ed (2017). • Tabulated design wind loads are based on ASCE 7.10 specifications for b 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 Mind Speed, Exposure Category, Risk Category, etc) shall be vedfled by the contractor & 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 W Design (ASO). L) • Reform the above -noted ASCE 7 standard fordescriptions and definitions of all design criteria. 1200 N Federal If",>200, Boca Paton, Fl. 33432 • Wind Speed noted above Is ultimate design wind speed (3oecond gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the ¢Manor component or cladding surface, respectively. • Where "Mean (average) Roof HelghV cannot be determined, peak mof height shall be used, except that eave height shall be used for roof angle lessthan or equal W So'. Roundup to values shown • Wind pressures are applicable to all building Room. • Tabulated wind pressures are valid for all mof slopes; no reduction for mof slope 510- has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimumof[heightxwidth]or[htxht/3]. Round downtovaluesshown. • Zones 4 & 5 ("Interior" and "comer' zones, respectively) are as shown to the right, where the dimension "a' is the minimum of 10%ofthe building's least hon:trial dimension or 40%of the mean roof height, but never less than 3'-0" or4%of the least horizontal dimension. • This specification is valid only for use with structures NOT [mated In the upper one-half of an isolated hill, ridge or escarpment. • This specification isvalid 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 ©2019 Easy Seals rev 0519 Valid only wit f fte. gineer si nature &aisr�`¢d seal May Christian Lary FL PE #67382 Doc No. Al Customer: KELLY WorkOrder Number: 06042019001 N0301 Unit No. Wall Pressure lopening Width lopening Height I Shutter Wldth I Shutter Height Slat Length Mchor Spacing 1 97.9 1 579 97.5 579 97.25 94 Wo.c. 3"o.c.