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HomeMy WebLinkAboutDESIGN WIND LOADSEasy SeaS / SCE 7-10 Design Wind Loads L For Wall Components & Cladding easyseals.com Wind Pressures [psf] For use with Allowable Stress Design Wind speed V = 160 mph Exposure'D' ASD Load Combination Coefficient: 0.6 Kzt - 1.0 Kd = 0.85 Enclosed Bldg GCpi - 0.16 Mean Triburary area at least... 10sgft Triburary area at least... 15sgft Triburary area at lean 20 sgft Triburary area at least 25 sgft Triburary area at least 30 sill it Triburary area at lean 35 sqk Tribur a east 40 sqk Who ryarea least 505 Roof Height 60'to: Zone Interior + Zone Corner + Zone4 Interior + Zones Corner + Zone Interior + Zone Corner + Zone4 Interior + Zones Corner + Zone4 Interior + Zones Corner + Zone Interior + Zones Corner + Zone Interior Zone Corner + Zone4 Interior + I - Zone Corner 61 ft +47.5 -47.5 +47.5-87.0 +47.5 -47.5 +47.5 -87.0 +47.5 47.5 +47.5 -87.0 +46.5 -46.9 +46.5 -84.6 +45.8 -46.4 1 +45.8 -82.6 +45.2 -45.9 +45.2 -80.9 +44.6 -45.6 +44.6 -79.4 +43.7 -45.0 1 +43.7 -77.0 65 ft +48.0 48.0 +48.0 -88.0 +48.0 -08.0 +48.0 .88.0 +48.0 -48.0 +48.0 -88.0 M7.1 4-7.4 +47.1 .85.5 +46.3 46.9 +46.3 -83.5 +45.7 46.4 +45.7 -81.8 +45.1 -46.1 +45.1 -80.3 +44..22 .-0458..56 +++444479...225 --7877..9 70ft +48.6 -48.6 +4 +48.6 -48.6 +48.6 -89.1 +47.748.0 +47.7 -86.6 +46.9 -47.5 +46.9 -84.6 +46.3 .47.0 +46.31-82.9 +45.7 46.7 +45.71-81.4 +44.8 46.0 +44.8-78.9 75 it 2 +4 .21- +49.2 49.2 +49.2 -90.2 +48.3148.6 +48.31-87.7 +47.5 48.0 +47.5 -85.6 +46.81-47.6 46.81-83.9 +46.3 -47.2 +46.31-82.3 +45.346.6 +45.31-79.8 80 -49.8 +49.81-91.2 +48.8 -49.1 +48.81-88.7 +48.0 -48.6 +48.01-86.6 +47.4148.1 +47.4 -84.8 +46.8147.8 +46.8 -83.3 +45.81-47.1 +45.81-80.7 85 ft +50.31-50.3 .31-50.3 +50.31-92.2 +49.3149.6 +49.3189.6 +48.51-49.1 +48.51-87.5 +47.9148.7 +47.9 -85.7 +47.3148.3 +47.3 -84.2 +46.31-47.6 +46.31-81.6 +SD.B -50.8 . * 8 +5 3.1+58-50.+50.8-93.1 49.8-50.1 49.8 -90.5 +49.0 -49.6 +49.01-88.4 +48.3-49.1 +48.3-86.6 +47.7-48.8 +47.71-85.0 +46.9 -48.1 +46.8, 190ft 95 ft +51.3 .51.3 +51.3 -94.0 51.3 - +51.3 -51.3 +51.3 -94.0 +50.3 -50.6 +50.3 -91.3 +49.5 -50.1 +49.51-89.2 +48.8-49.6 +48.8-87.4 +48.2-09.2 +48.21-85.8 +47 100ft+51.7 -51.7 +51.7-94.8 +51.7-51.7 +51.7 .94.8 +51.7 -51.7 +51.7-94.8 +50.7 -51.1 +50.7 .92.2 +49.9-50.5 +49.9 -90.0 +49.2 -50.1 +49.2 .88.2 +48.6 -49.7 +48.6-86.6 +47.6 -49.0 +47.6 -83.9 105 ft +52.2-52.2 +52.2-95.6 +52.2 .52.2 +52.2 .95.6 +52.2 -52.2 +52.2 .95.6 +51.2 -51.5 11 +51.2 .93.0 +50.3-50.9 +50.3 .90.8 +49.6 -50.5 +49.6 .88.9 +49.0 -50.1 +49.0-87.3 +48.049.4 +48.0 -84.6 110 ft +52.6-52.6 +52.6 -96.4 +52.6 .52.6 +52.6 -96.4 +52.6 -52.6 +52.6-96.4 +51.6 -51.9+51.6 -93.7 +50.7 -51.4 +50.7 .91.5 +50.0 -50.9 +50.0 .89.6 +49.4 -50.5 +49.4-88.0 +48.4-49.8 +48.4-85.3 115 ft +53.01-53.0 +53.0 -97.2 +53.0 -53.0 +53.0 -97.2 +53.0 -53.0 +53.0 .97.2 +52.0 -52.3 +52.0 -94.4 +51.1 -51.8 +51.1 .92.2 +50.4 -51.3 +50.41-90.3 +49.8 -50.9 +49.81-88.7 +48.9 -50.2 +48.8-86.0 220 ft +53.4 -53.4 +53.4-97.9 +53.4 .53.4 +53.4 -97.9 +53.41-53.4 +53.41-97.9 +52.4-52.7 +52.4 -95.1 +51.5 -52.1 +51.5 .92.9 +50.8 -51.7 +50.8-91.0 +50.2 -51.3 +50.2 .89.4 +49.2 -50.6 +49.2 -86.6 125 ft +53.8-53.8 +53.81-98.6 +53.8-53.8 +53.81-98.6 +53.8 -53.8 +53.81-98.6 +52.71-53.1 +52.71-95.8 +51.9 -52.5 +51.91-93.6 +51.21-52.0 +51.21-91.7 +50.61-51.6 +50.61-90.0 9.51-50.9 2 130 ft +54.11-54.1 +54.11-99.3 +54.1 -54.1 +54.1-99.3 +S4.11-54.1 +54.1 -99.3 +53.1-53.4 +53.1-96.5 +52.2 -52.9 +52.21-94.2 +51.5 -52.4 +5L5 .92.3 +50.9 -52.0 +50.9-90.6 +49.91-51.3 +49.91-87.8 135 ft +54.5 -54.5 +54.5-99.9 +54.51-54.5 +54.51-99.9 +54.5 -54.5 +54.51-99.9 +53.41-53.8 +53.41-97.1 +52.6 -53.2 +52.6-94.8 +51.91-52.7 +51.91-92.9 +51.21-52.3 +51.21-91.2 +50.21-51.6 +50.21-88.4 140 ft +54.8-54.8 +54.81-100.5 +54.8 .54.8 +54.8 -100.5 +54.8-54.8 +54.81-100.5 +53.8 -54.1 +53.8 .97.7 +52.91-53.6 +52.9 -95.4 +52.2 -53.1 +52.2 .93.5 +51.6 -52.7 +51.6 -91.8 +50.5 -51.9 +50.5-89.0 145 fit +55.2-55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2-101.2 +54.1 -54.5 54.1-98.3 s +53.2-53.9 +53.2 -96.0 +52.5 -53.4 +52.5 -94.0 +51.9 53.0 +5.9 -92.4 +50.8 -52.3 +50.6-89.5 150 fit +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -1013 +55.5 -55.5 +55.5-101.8 +5� +54.4-98.9 +53.6-54.2 +53.6-96.6 +52.8 -53.7 +52.8 -94.6 +52.2 -53.3 +52.2 -92.9 +51.1 .52.6 +51.1-90.0 155 f 55.8 ++56.41-56.4 .55.8 +55.8 -102.3 +55.8 -55.8 +55.8 -102.3 +55.8 -55.8 +55.8 -102.3 . - +53.9 -54.5 +53.91-97.1 +53.1 -54.0 +53.1 .95.1 +52.5 .53.6 +52.5 .93.4 +51.4 -52.9 +51.4 -90.6 k 56.1 .56.1 +56.1 102.9 +56.1-56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +55.0 +0-100.0 +54.2 -54.8 +54.2-97.7 +53.4 -54.3 +53.4 -95.7 +52.8 -53.9 +52.8 .93.9 +51.7-53.2 +S3.7 -91.1160 1 +56.4-103.5 +56.4 .56.4 +56.4 -103.5 +56.4-56.4 +56.4 -103.5 -55.7 +55.3 -100.6 +54.5 -55.1 +54.51-98.2 +53.7 -54.6 +53.71-96.2 +5 - 2 +53.1 .94.5 +52.0 -53.5 +ft - 1 170 k +56.7 -56.7 +56.71-104.0 +56.7 -56.7 +56.71-104.0 +56.7 -56.7 +56.71-104.0 +55.6 -56.0 +55.6 -101.1 +54.7 -55.4 1 +54.71-99.7 +54.0 -54.9 +54.01-96.7 j +53.3 -54.5 +53.3 -94.9 +52.2 -53.7 1 +52.2 1 +57.0 -57.0 +57.0 -104.5 +57.01-57.0 +57.01-104.5 +57.0 -57.0 +57.01-104.5 +55.91-56.3 +55.9 -101.6 +55.0 -55.7 +55.01-99.2 1 +54.31-55.2 +54.31-97.2 +53.6 -54.7 +53.61-95.4 +52.5 -54.0 +52.51-92.5+ 180 ft +57.3 -57.3 +57.3 -105.0 +57.3I-57.3 +57.3 -105.0 +57.5 + -050 +56.2 -56.6 +56.2 -102.1 +55.31-56.0 +55.3 -99.7 +54.5 1-55.4 +54.5 .97.7 +53.9 -55.0 +53.9 -95.9 -54.3 +52.8 1-92.9 ft +57.6576 576 1055 +576 576 +576 1055 -68g1-102.6 +54.8-55.7 +54.8 .98.1 +54.1 -55.3 +54.11-96.3I85 +53.OI-54.5 +53.0-93.4 ft +57.8 -57.8 +57.81-106.0 +57.8 -57.8 +57.8 -106.0 +57.8-57.8 +57.8 -106.0 56.7 +55.8 -56.5 +55.8 -100.6 +55.0-56.0 +55.0 .98.6 +54.41-55.5 +54.4-96.8 +53.3 -54.8 +53. -93.8 195 ft +58.1 -58.1 +58.1 -106.5 +58.1 -58.1 +58.1 -1065 +58.1 -58.1 +58.1 -106.5 +56.1 -56.7 +56.1 -101.1 +55.3 -56.2 +55.3 -99.0 +54.6 - +5.697.2 +53.5 .55.0 r 35190 +5. .94.3 200 h +58.4 +58.4 -307.0 +5848 7 +53.7 -94.7-58.4 in • Design conforms to the Florida Building Code 6th Ed (2017). • Tabulated design wind loads a re based on ASCE 7.10 specifications for 8 components a no cladding based an design criteria as noted herein. Z • Where this document B used for permit, applicability of design criteria J noted herein(Basic Wind Speed, Exposure Category, Risk category, etc.) shall be verified by the contractor & building official prior to construction. LC • This specification may be used in conjunction with engineering under LIJZ separate codification (by this engineer or by others) using Allowable Stress Design l.7 •Refer W the above oted ACE 7 standard for descriptions and defn t1cm, 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). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respect vely. • Where "Mean (average) Roof Height' cannot be determined, peak roof height shall be used, except that eave height shall be used for mof angle Iessthanorequaltal0'. Round uptovalueschown • 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 xwidth] or[ht x In 131. Raunddowntavaluesshown. •Zones 4&5 "Interior"and "corner"zones, respectively) are as shown to the right, where the dimension "a" Is the minimum of 10%ot the building's least horizontal dimension or 40)6 of the mean roof height, but never less than 3'41" or4%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 wild 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 1218 Valid onlyyvit�s a gineer' signature& is dseal Dec 03 FLPE#67382 Cill,031124 Doc No. A10MS.160D Customer: KROHNER WorkOrder Number: 03122019010N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -92 179.25 95.75 179.25 95.75 92.5 3"o.c. 3"o.c. 2 54.5 70.5 95.5 86.375 95.5 92.25 6"o.c. 6"o.c. 3 -92 675.125 95.5 675.125 95.5 92.25 3"o.c. 3"o.c.