Loading...
HomeMy WebLinkAboutDESIGN WIND LOADSQ ,I I I... �)� � /SyScn ASCE 7-10 Design Wind Loads ENQ� For Wall Components & Cladding easysealscom Wind Pressures [psQ For use with Allowable Stress Design Wind speed V = 170 mph Exposure FD' ASD Load Combination Coefficient: 0.6 KZt = 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 Mean Roof Height 60'to: Triburary area at least... 10 Sol ft Triburary area at lean... 15 sgft Triburary area at least 20 Sit it Triburary area at least 25 Sol It Triburary area at least 30 sgft Tributary area at least 35 sgft Tribr. ory ano `least 4Osgft Zone4 i' Zones 'i Interior Corner + - _ _ +50.4 -51:4 +50.4 -89.7 Tribur lean SO sqk Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone4 Interior + Zone Corner + Zone4 Interior + Zone Corner + Zone4 Interior + Zones Corner + Zone4 Interior + Zone Corner + Zone Interior - ones Corner r 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 +52.7 -52.3 : +51.7 -93.2 +51.0 -51.9 +51.0 :91.3 W9.3 -50.8 +49.3 -86.9 65 it +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 +54.2 .99.3 +54.2 -54.2 1 +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 +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 +54.9 154.9 +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 1 +52.2 -93.5 i•51.6 -52:7 +51.6 -91.9 +50.5 -52.0 +50.5 -89.0 75 ft +55.51-55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -1OL6 +54.5 -54.8 1 +54.51-99.0 +53.6 -54.2 +53.6-96.6 1 +52.9 -53.7 1 +52.91-94.7 +52.21-53.3 +52.21-93.0 +51.2 -52.6 +51.2 -90.1 80 ft +56.2 -56.2 +56.21-103.0 1 +56.2 -56.2 +56.2 -103.0 +56.2 -56.2 1 +56.21-103.0 +55.11-55.4 +55.1 -100.1 +54.2 --54.9 +54.2 -97.7 _ +53.5I-54.4 .453.5 =95.7 i52.8 -53.9 +52.8 -94:0 +51.7 1.53.2 +51.7 [-91.1 85 it +56.81-56.8 +56.81-104.1 1 +56.8 -56.8 +56.8 -104.1 +56.81-56.8 1 +56.81-104.1 +55.71-56.0 +55.7 -101.1 +54.8 -55.4 1 +54.8 -98.8 1 +54.0 -54.9 1 +54.0 -96.8 1 +53.4 -54.5 +53.4 -95.0 +52.31-53.8 +52.31-92.1 90 ft +57.3 -57.3 +57.3 -305.1 +57.3 -57.3 +57.3L105.1 +57.3 -57.3 1 +57.31-105.1 +56.2 -56.6 +56.2 -102.2 +55.3 -56.0 1 +55.3 -99.8 1 +54.( -55.5 1 +54:6 -97.7 +53.9 -55.0 +53.91-96.6 +52.81-54.3 +52.81-93.0 95 ft +57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.91-106.1 +57.9 -57.9 +57.9 -106.1 +56.8 -57.1 1 +56.8 -103.1 +55.8 -56.5 1 +55.8 -100.7 +55.1 -56.0 1 +55.1 -98.6 +54.4 -55.6 +54.41-96.9 +53.31-54.8 +53.31-93.9 100 ft +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 +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 e' +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 1 +57.8 -104.9 1 +56.8 -57.5 1 +56.8 -102.5 +56.0 -57.0 +56.0 -100.4 +55.4 -56.5 +fix ' ^Q,F +54.2 -55.8 110 ft 1 +59.4 -59.4 +59.4 -108.8 +59.4 -59.4 +59.4 ' 108.8 +59.4 -59.4 +59.4 -108.8 +58.2 758.6 +59.2 -305.8 +57.3 -58.0 +57.3 -103.3 +56.5 -57.5. +56.5 -101.2 +55.8 1 -57.0 +55.8 -99.4 +54.7 -56.2 +54.7 -96.3 1 115 k +59.8 -59.8 +59.81-109.7 +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.81-109.7 +58.7 -59.1 +58.71-106.6 +57.7 -58.4 +57.7 .104.1 +56.9 -57.9 +56.91-102.0 +56.3 -57.4 .. _ _„v.i +55.1 -56.7 +So..l . . 120 ft +60.3 -60.3 +60.3 -1105 +60.3 -60.3 +60.3 -110.5 +60.31-60.3 1 +60.31-130.5 1 +59.1 .59.5 +59.1 -107.4 +58.2 -58.9 1- +58.2 -104.9 +57.4 758.3. +57.41-302.7 +56.7 -57.9 ' +56.7 -100.9 +55.5 .57.1 +55.5 -97.8 125 ft +60.71-60.7 +60.7 -111.3 +60.7 1-60.7 +60.7-111.3 +60.7 -60.7 1 +60.71-111.3 +59.5 -59.9 1 +59.51-108.2 1 +58.6 -59.3 +58.6 -105.6 +788+. 57.81-103.5 +57.11-58.3 +57.11-101.6 +55.91-57.5 +55.91-98.5 130 ft +61.11-61.1 +61.11-112.1 +61.1 -6L1 +61.1 -112.1 +61.11-61.1 +61.1-112.0 +59.9 .60.3 +59.91.108.9 +59.0-59.7 +59.0 -106.3 +57.5 -58.7 +57.51-102.3 +56.3.1-57.9 +56.3 -99.2 135 ft +61.5 -61.5 +61.5 -212.8 +61.51-61.5 +61.5 -112.8 +61.5 -61.5 1 +61.5 -112.8 +60.3 -60.7 +60.3 -109.6 +59.4 -60.1 1 +59.41-107.0 1 +58.51-59.5 +58.51-104.9 +57.8 -59.1 +57.81403.0 +56.7 -58.3 +56.7 -99.8 140 it +61.9 -61.9 +61.9 -113.5 +61.91-61.9 +61.9 .113.5 +61.9 -61.9 1 +61.9 -113.5 +60.7 -61.1 +60.7-110.3 +59.7 -60.5 +59.7 -307.7 +58.9 -59.9 +58.9 -305:5 +58.21-59.4 1 +58.2 -103.6 +57.0 -58.6 +57.0 -100.4 145 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 1 +61.1 -111.0 +60.1 -60.8 +60.1 -108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.8 +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 +62.7 -114.9 1 +61.5:.61.8 1 +61.5 ,111.7 +60. -61.2 +60.5 -109.0 +59.6 760.6' +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 -105.5 +58.0-59.7 +58.0 -102.2 160 ft +63.4 -63.4 +63.4 .116.2 +63.4 -63.4 +63.4 416.2 +63.4 -63A .+63:4 -116.2, J62.1 -62.5 +62.1 -112.9 +61.1 -61.9 +61.1 -11o.3 +60.3 .61.3 +60.3 -108.0 K9.6 .66.8 +59.6 -106.1 +58.4 -60:0 +58.4 -102.85 165 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 +58.71-103.4 170 k +64.6 -64.0 +64.0 -117.4 +64.0 -64.0 +64.0 -117.4 +64.0 .64.6 +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 -309.1 +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 +54.4 -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 +6L3 -62.3 +61.31-109.7 +60.51-61.8 +60.51-107.7 +59.31-61.0 +59.3 -104.4 180 k +64.71-64.7 +64.7 -118.6 +69.7 -64.7 +6C7 -118.6 +64.7 -64.7 +64.71-118.6 +63:4 -63.8 '+63.4 -215.2 +62.4 -63.2 +62.4 -112.5 +61.61-62.6 g61.6 =110.2 ''+60.8 -62.1 +60.8 -308.3 +59.61-61.3 +59.6 -304.9 185 ft +65.01-65.0 +65.0 -119.1 +65.01-65.0 +65.0 .65.0 +65.0 -119.1 +63.7 -64.1 +63.7 -115.8 +62.7 +62.7 -113.1 +61.81-62.9 +61.8 --111101..83 +61.1 -62.4 +61.1 -108.8 6 + 1- ...4 190 +65.3 -119.7 3 +655 +65.3 . .653 65:3 -119.7 +64.0-64.4 +64.0-116.3 +63.01-63.8 +63.0 -113.6 +62.1 +61.4 -62.7 461.4 -109.3 61 +60.1 -105.49 195 kft h5 +65.6 - +64.3 -116.9 +6 4. 3 6 4 -63.0 -. ft +65.9 -1208 +65.9 65.9 +65.9 -120.8 +64.6 -65.0 +64.6317.4 +63.664.3 --63.5 +63.6 . +619 -632 +619 7 -1069200 in •Design conforms to the Florida Building Code 6th Ed(2017). F• Tabulated design wind loads are based on ASCE 7-10 specifications for 0 components and cladding 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, eta) Q shall be verified by the contractor& building official prior to construction. `L • This specification may be used in conlumbon with engineering under Z separate certification(by this engineer or by others) wing Allowable Stress Design(ASD). U • Referto the above -noted ASCE7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, g200, Boca Raton, Fl. 33432 • Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interlor" and "corner" sons, respectively) are as shown to •Plus(+)&minus(.) signs signify pressures acting toward and away from the right, where the dimension"a" is the minimum of 10% of the building's the exterior component or cladding surface, respectlNely. jj11jj�� jt tal dimension or 40%of the mean roof height, but never less • Where "Meanleverage) Roof Height" cannot be dete myned, peak otr/t(t1 9M, of the least horizontal dimension. height shall be used, except that cave height shall be used for roof angle pecl tion is valid only for use with structures NOT located in the Iessthanorequalto10'. Roundup to values shown r r St, One-half one-half of an isolated hill, ridge or escarpment. •Wind pressures are applicable to all building Floors. / I'Lv�.IFIIF"specification is valid for use with buildings of any Risk Category, •Tabulated wind pressures are valid for all roof slopes; no ieductio To7T' v 1gi{tfpcllitles and buildings or other structures that roof slope 510- has been considered. representasu s tial hazard to human life in the event of failure. • Tributary Area noted in table (effective wind area) is equal to the • Design is based on structure classifcation as Enclosed Bldg minimum oflheight xwidthl or lhtx M/31. Round down to values shown. Copyright ©2018 Easy Seals rev 1118 aValid only wit gineer's , signature& ais dseal Iaee a ON1v)2 Christian L inglek PE FL PE #67332 #31124 Doc No. ASOMS.170D Customer: KEUCHEL WorkOrder Number: 04022019006N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 .105.9 794.75 72.25 794.75 72.25 69 3"o.c. 3"o.c. 2 -61.8 141.5 72.25 141.5 72.25 69 6b.c. 9b.c.