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HomeMy WebLinkAboutDESIGN WIND LOADS2r0 r I•i•nn C���Snry 1 �- ASCE 7-10 Design Wind Loads L C 6 f I(,�m For Wall Components & Cladding Wind Pressures [psf] for use with Allowable Stress Design Wind speed V = 170 mph Exposure'D' . ASD Load Combination Coefficient: 0.6 KZt = 1.0 Kd - 0.85 Enclosed Bldg GCpi - 0.18 Mean Triburary area at least... 10 sgft Triburary area at least... 15 sgft Triburary area at least 20 sgft Tributary area at least 25 sq ft Triburary area at least 30 sqk Triburary area at least 35 sqk Triburary area at least 40 sqk Triburary area at least 50 sgft Roof Height 60'to: Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone 1 Interior + - Zone Corner + - Zone 1 Interior + - Zones Corner + - Zone4 Interior + - Zones Corner + - Zone 1 Interior + - Zones Corner + - Zone Interior + - Zones Corner + - +53.6 -53.6 +53.6 -98.2 +53.6 -53.6 +53.6 -98.2 +53.6 -53.6 +53:6 :98.2 + + + --5522..93 -.5521..49 ++5500..49 ++4499..93 --8876..9 65 ft 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 +5521..73 ++5521..37 --9943..32 ++5511A.0 ++5511..60 -E9921..33 ++5500..49 --5521..40 --9890.77 --5501..83 ++4499..93 +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 r +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 +52.2 -53.3 +52.2 -93.0 +51.2 -52.6 +51.2 -90.91 Soft +56.2-56.2 +56.2 -103.0 +56.2 -56.2 +5.2 -103.0 +56.2 .56.2 +56.2 -103.0 +55.1 -55.4 +55.1 -100.1 +54.2 -54.9 +54.2 -977 +53.5 -544 +53.5 -95.7 +52.8 :53.9 +52.8-9.0 +51.7 -53.2 +51.7 -91.1 85 fit +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 -55.0 +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 +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 = - 95 ft +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 1 +55.1 .98.6 +54.4 -55.6 1 +54.4 -96.9 +53.3 -54.8 +53.3 -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 1 +55.6 -99.5 +54.9 -56.1 +54.9 -97.7 +53.8 -55.3 +53.8 -94.7 105 k +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 +57.8 -104.9 +56.8 -57.5 +56.8 -102.5 +56.0 -57.0 +56.0 .100.4 +55.4 -56.5 1 +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 -108.8 +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 -101.2 +55.8 .57.0 +55.8 -99.4 +54.7 -56.2 +54.7 .96.3 115 k 1 +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 +60.3-130.5 +60.3 .60.3 +60.3 -110.5 +60.3 -60.3 +013 -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 17.5ft+60.7 -60.7 +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 +57.8 -203.5 +57.1 -58.3 +57.1 -101.6 +55.9 -57.5 +55.9 -98.5 130 ft +61.1 -61.1 +61.1 -112. +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 -1063 +59.2 -59.1 +58.2 -104.2 +57.5 -58.7 +57.5 -102.3 +56.3 -57.9 +56.3 -99.2 135 ft +61.5 -61.5 +61.5 -112. +61.5 -61.5 +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 -58.3 +56.7-99.8 140 R +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 +60.7410.3 +59.7 .60.5 +59.7 -107.7 +58.9 -59.9 +58.9 -105.5 +58.2 -59.4 +58.2 -103.6 +7.0 -58.6 +57.0-100.4 145 k +62.3 -62.3 +62.3 .114.2 +62.3 -62.3 +623 -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 -59.8 +58.6 -104.3 +57.4 -59.0 +57.4-301. 1 150 ft +62.7-62.7 +62.7 -114.9. +62.7-62.7 +62.7-114.9 +62.7I-62.7 +62.7 -114.9 +61.5 .61.8 +61.5 -111.7 .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 +57.71-101.7 155 ft +63.0 -63.0 +63.0 .115.5 +63.0 -63.0 +63.0 -125.5 +63.0 -115.5 +61.8 .62.2 +61.8 -112.3 p .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 62.5 +62.1 -122.9 +61.1 1� +61.1 -110.3 +60.3 .61.3 +60.3 .108.0 +59.6 -60.8 +59.6 -106.1 +584 -60.0 +58.4 165 k +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 -1P.9 U19 is.c 10.8 +60.6 .61.6 +60.6 .108.6 +59.9 -61.2 +59.9 -106.6 +58.7 .60.3 +58.7 -- 170 k +64.0 -64.0 +64.0 .117.4 +64.0 -64.0 +64.0 -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 +64A .64.4 +64.4 -118.0 +64.4-64.4 +64.4 -118.0 +63.1 -63.5 1 +63.1 -114.7 +62.1 -62.9 1 +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 -118.6 +64.7 .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 +62.4 -112.5 +61.6 ' 62.6 +61.6 -110.2 +60.8 -62.1 +fi0.8 -108.3 +59.6 -61.3 +59.6 -104.9 185 k +65.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +63.7 -64.1 +63.7 -315.8 +62.7 -63.5 +62.7 -113.1 +61.8 -62.9 +61.8 -310.8 +61.1 -62.4 +61.1 -308.8 +59.8 -61.6 59.8 -205.4 190 ft +65.3 -65.3 653-119.7 + +65.3 -119.7 +65.3 -653 +65.3 -119.7 +64.0 -64.4 +64.0 -116:3 +63.0 -63.8 +63.0 -113.6 +62.1 -63.2 +62.1 -111.3 61.4 -62.7 +614-109.3 +60.1 -61.8 +60.1 -305.9 it +65.6 65.6+65.6-120.2 65.69 +65.6 -120.2 6 +4.3 -64.7 +6.3 -116.9 +63.3 64.0 +63.3 -114.1 +62.4 63.5 +62.4 -111.8 +7 61. -109.8 +60.4-62.1 +60.4 -106.4195 ft +65.9 -65.9 +65.9-120.865 +65.9 -65.9 8 +64.6 -65.0 +64.6 -117.4 -643 . +63.6 -114.6 +62.7 -63.7 +62.7 -11.3 +61.9 -110.3 +60.7 -62.4 +60.7-306.9200 Ln • Design conforms to the Florida Building Cade 6th Ed(2017). -Tabulated design wind loads are based on ASCE 7-10 specifications for H 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, etc.) er shall be verified by the contractor & building official prior to construction. C •This specification may be used in conjunction with engineering under LLl separate certification (by this engineer or by others) using Allowable Stress Z Design(ASD). l7 • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all desian criteria. 1200 N Federal Hwy, k200, Boca Raton, FL 33432 • Wind Speed noted above is ultimate design wind speed (}second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Helght" 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 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 510• has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimum of [height x width] or(ht x ht/3]. Round down to values shown. • Zones 4 & 5 ("Interler" 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 the mean roof height, but never less than T-0" 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. • This specification is valid 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 ©2018 Easy Seals rev 1018 Valid only wit ngineer Si gnature & ailed seal Oct FL PE #67382 (M#31124 Doc No. A30M5.17 D Customer: CAREY 1, ' WorkOrder Number: 04252019008 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 58.6 300 96.75 300 96.5 93.25 6"o.c. 6'b.c.