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HomeMy WebLinkAboutDESIGN WIND LOADSEasy Seats easyseals.com SCANNED ASCE 7-10 Design Wind Loads 811'Nind speed V = 170 mph Exposure'D' For Wall Components & Claddliw}ucie Count SD 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 sgft Tributary area at least... 15 all it Tributary area at least 20 sgft Tributary area at least 25 Sol it Tribuary area at least 30 sgft Tributary area at least 35 sgft Tributary area at least 40 sgft Tributary area at least 50 sgft Roof Height 60'to• Zone Interior Zone Corner Zone Interior Zones Comer Zone4 Interior Zones Comer Zone Interior + Zone Comer + Zone Interior Zones Corner Zone4 Irlterar + I - Zones Corner + I - Zone Interior + I - I Zone Comer + I - Zone4 Interior + I - Zane Corner + I - 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 1 +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 +49.3 -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 1 +52.3 -94.3 +51.6 -52.4 +51.6 -92.3 +50.9 -52.0 1 +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 1 +53.0 -95.5 +52.2 .53.1 +52.2 -93.5 +51.6 -52.7 11 +51.6 -91.9 . +50.5 -52.0 +50.5 -99.0 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 -54.2 +53.6 -96.6 +52.9 .53.7 +52.9 -94.7 1 +52.2 -53.3 +52.2 -93.0 +51.2 -52.6 1 +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 1 +52.8 .94.0 +51.7 -512 +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 +55.7 -56.0 +55.7 -301.1 +54.8 -55.4 1 +54.8 -98.8 1 +54.0 -54.9 +54.0 -96.8 +53.4 .54.5 1 +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 57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +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 + 6 +54.4 -96.9 +53.3 -54.8 +53.3-93.9ft+ 09; 100 ft 1 +58.4 -58.4 +58.4 -107.1 +58.4 -58.4 +58.4 -107.1 +58.4 -58.4 +58.4 -107.0 +57.3 -57.6 1 +57.3 -104.0 +56.3 -57.0 +56.3 -301.6 +55.6 -56.5 1 +55.6 -99.5 +54.9 -56.1 +54.9 -97.7 +53.8 -55.3 .+53.8 -94.7 11�1 +58.9 -58.9 +58.9 .108.0 +58.9 -58.9 +58.9 -308.0 +58.9 -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 -300.4 + - +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 -108.6 +59.4 -59A +59.4 -108.8 +58.2 -58.6 +58.2 -105.8 +57.3 -58.0 +57.3 -103.3 +5. -5. + +55.8 -57.0 +55.8 .99.4 +54.7 -5660.20 ++5548..74 --9160.23 115 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 -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 +60.3-60.3 +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 -1074 +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 -111.3 +60.7 .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 +57.9 -103.5 +57.1 -58.3 +57.1 -101.6 +55.9 -57.5 +55.9 -98.5 130 ft +6 +61.1 -112.1 +61.1-61.1 +61.1 -112.1 +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 -302.3 +56.3 -57.9 +563-99.2 135ft +61.5 61.5 +61.5 -112.8 +61.5 -61.5 +61.5 -112.8 +61.5 -615 +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 +56.7-58.3 +56.7-99.8 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 +59.7 -60.5 +59.7 -107.7 +5.9 -59.9 -105.5 +58.2 -59.4 +58.2 -103.6 +57.0 -58.6 +57.0 -100.. 4140 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 +6L1 -11LO +60.1-60.9 +60.1 -108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.8 +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 +60.5-309.0 +59.6 -60.6 +59.6-106.8 +58.9 -60.2 +58.9-304.9 +57.7 -59.4 +57.7 -301.7 155 ft +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 +63.0-115.5 +63.0 -63.0 +63.0 +61.8 -62.2 +61.8-312.3 +60.8 -6L5 +60.8 -109.6 +60.0 .61.0 +60.0-107.4 +59.2 -60.5 +59.2-105.5 +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. +62.1-11 +61.1-61.9 +61.1 -130.3 +60.3-61.3 +60.3 -108.0 +59.6 -60.8 +59.6 -106.1 +58.4- 8 ft +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 .637 13 + +59.9-106.61 +58.7 -60.3 +58.7 -303.4 170ft +64.0-64.0 +64.0 -117.4 +64.0 -64.0 +64.0165 -117.4 +64.0 -64.0 +64.0 -117.4 +62.8 -63.2 +62.8 -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 -103.9 175 ft +64.4 -64.4 +64.4 -118.0 +64.4-64.4 .118.0 +64.4 .64.4 +64.4 -118.0 +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 -119.6 +64.7 -64.7 -118.6 +64.7-64.7 +64.7 -118.6 +3.4-63.8 +63.4 -115.2 +62.4 -63.2 +62.4 -112.5 6 61.6 -110.2 +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 -119.1 +63.7 -64.1 +63.7 -115.8 +62.7 .63.5 +62.7 -113.1 +61.8 -62.+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 +64.0 64.4 +64.0 -116.3 +63.0 -63.8+63.0 -11.6 +62.1 -63.2 +621 .111.3 +61.4-62.7 +6L4 -109.3 +60.1 -61.8 +60.1-305.9 ft +65.6 -65.6 +65.6 -220.2 +65.6 -65.6 65.6 -120.2 +65.6 -65.6 +656 . . -1202 +543-647 +54.3 -116.9 +633640 63.3 -114.1 . .4 +7-3 ft +65.9 -65.9 W5.9 -120.8 +65.9 -65.9 +659 . -120.8 6 11 + 43 +63.6200 .6+13 -63.7 ♦62.7 -112.3 -63.2 -130.3 -64 94195 Ln •Design conforms to the Florida Building code 6th Ed(2017). FW • Tabulated design wind loads are based on ASCE 7.10 specifications for 0 components and cladding based on design criteria as noted herein. • Where thin document 8 used for permit, appliability of design sheds noted herein (Basic Wind Speed, Exposure category, Risk category, etc.) shall be verified by the contractor & building official prior to constmalon. C •This specification may be used In conjunction with engineering under UJ Z separate andati.n(by this engineer or by others) using Allowable Stress W Design(MD). V •Refer to the abme-noted ASCE 7 standard for descriptions and definitions of all design criteria. 12M N Federal Hwy, R200, Bon Raton, FL 3M32 • Wind Speed noted above Is ultimata design wind speed (3second gust). • Plus (+) & minus I-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (avenge) Roof Height' cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than or equal to 11Y. Round up to values shown • Wind pressures are applicable to all building Boors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 5 to- has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimum of [height x width] or flit x ht/3]. Round down to values shown. • Zones 4 & 5 (•interior° and •comer' aeries, respectively) are as shown to the right, where the dimension "a" Is the minimum of 10%of the building's least horlaomal dimension or 40%of the mean roof height but never less than TV or4%of the lean horiwntal dimension. • This specification Is valid only for use with structures NOT located in the upper one-half of an Isolated hill, ridge or escarpment. • This specification Is valid for use with buildings of any Risk category, Including essential f ellRies and buildings or other structures that represent a substantial hazard to human Ise in the event of (allure. • Design Is based on structure classification as Enclosed Bldg Copyright ©2019 Easy Seals rev 0519 Valid only wi gineer's signature &Vasd/seal 9 Christian LangleyffE FLPEp67382 CA#31124 Doc No. AIOMS.170D Customer: RODRIGUEZ #114 WorkOrder Number: 07012019013 N0301 Unit No. Wall Pressure 10pening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -56.1 112.5 51 135 56 52.75 9"o.c. 9"o.c. 2 -56.1 158.125 100.75 182.25 101 97.75 6"o.c. 6"o.c.