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HomeMy WebLinkAboutWind Load Calculation Customer: GRAYSON WorkOrder Number: 09202017016 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 36.2 76.5 97.25 92 104 100.75 To.c. To.c. ����YEas ASCE 7-10 Design Wind Loads wind speed v= 160 mph Exposure 'C' For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easyseals.corn Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg ccpi= 0.18 Triburary area at least... Tributary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Mean 10sgft 15sgft 20sgft 25sgft 30sgft 35sgft 40sgft 50sgft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner up to: + + + + + + + + + + + - + - + - + - + - + - 15 ft +33.5 -36.3 +33.5 -44.8 +32.6 -35.4 +32.6-43.1 +32.0-34.8 +32.0-41.8 +31.5 -34.3 +31.5 -40.8 +31.1-33.9 +31.1 -40.0 +30.81-33.6 +30.8-39.4 +30.5 -33.3 +30.5 -38.8 +30.0-32.8 +30.0-37.8 16 ft +33.9 -36.8 +33.9 -45.4 +33.0 -35.9 +33.0-43.7 +32.4 -35.3 +32.4 -42.4 +31.9 -34.8 +31.9 -41.4 +31.5 -34.4 +31.5 -40.6 +31.2-34.1 +31.2 -39.9 +30.9 -33.8 +30.9-39.3 +30.4 -33.3 +30.4 -38.3 17 ft +34.4-37.3 +34.4 -46.0 +33.5 -36.4 +33.5-44.2 +32.8-35.7 +32.8-42.9 +32.3-35.2 +32.3 -41.9 +31.9-34.8 1 +31.9 -41.1 +31.61-34.5 +31.6-40.4 +31.3-34.2 +31.3-39.8 +30.8 -33.7 1 +30.8-38.8 18 ft +34.8 -37.7 +34.8-46.6 +33.9 -36.8 +33.9 -44.7 +33.2 -36.2 +33.2 -43.4 +32.7 -35.7 +32.7 -42.4 +32.3 -35.3 +32.3 -41.6 +32.0-34.9 +32.0 -40.9 +31.71-34.6 +31.7-40.3 +31.2 -34.1 +31.2 -39.3 20 ft +35.6-38.6 +35.6-47.6 +34.6'-37.6 +34.6 -45.8 +34.0,-37.0 +34.0 -44.4 +33.5 -36.5 +33.5 -43.4 +33.0-36.0 +33.0-42.5 +32.7-35.7 +32.7-41.8 +327.35A +32.4-41.2 +31.8-34.9 +31.8-40.2 22 ft +36.3 -39.4 +36.3 -48.6 +35.3 -38.4 +35.3 -46.7 +34.7-37.7 +34.7 45.3 +34.1 -37.2 +34.1 -44.3 +33.7 -36.8 +33.7 -43.4 +33.3 -36.4 +33.3 -42.7 +33.0-36.1 +33.0-42.1 +32.5-35.6 +32.5 -41.0 24 ft +37.0 -40.1 +37.0 -49.5 +36.0-39.1 +36.0-47.5 +35.3-38.4 +35.3-46.2 +34.8-37.9 r.8-45.1 +34.3 -37.5 +34.3 -44.2 +34.0-37.1 +34.0-43.5 +33.6-36.8 +33.6 -42.8 +33.1-36.2 +33.1-41.8 25 ft +37.3 -40.4 +37.3 -49.9 +36.3 -39.5 +36.3 -48.0 +35.6-38.8 +35.6-46.6 +35.1 -38.2 .1-455 +34.6-37.8 +34.6 -44.6 +34.2-37.4 +34.2 -43.8 +33.9 -37.1 +33.9-43.2 +33.4 -36.5 +33.4 -42.1 26ft +37.6-40.8 +37.6-50.3 +36.6'-39.8 +36.6-48.4 +35.9-39.1 +35.9-46.9 +35.4-38.5 .4-45.9 +34.9-38.1 +34.9 -45.0 +34.5-37.7 +34.5 -44.2 +34.2-37.4 +34.2 43.6 +33.7-36.8 +33.7-42.5 28ft +38.2 -41.4 +38.2 -51.1 +37.21-40.4 +37.2 -49.1 +36.5-39.7 +36.5-47.7 +35.9 -39.1 .9 -46.6 +35.5 -38.7 +35.5 -45.7 +35.11-38.3 +35.1 -44.9 +34.7-38.0 +34.71-44.2 +34.2 -37.4 +34.2 -43.1 30 ft +38.7 -42.0 +38.7-51.9 +37.7-41.0 +37.7-49.8 +37.0-40.3 +37.0 -48.4 +36.4 -39.7 .4 -47.3 +36.0-39.3 +36.0-46.3 +35.61-38.9 +35.6-45.6 +35.2!-38.5 +35.2'-44.9 +34.7-38.0 +34.7-43.8 32 ft +39.3 -42.6 +39.3 -52.6 +38.2 -41.6 +38.2 -50.5 +37.5 -40.8 +37.5 -49.0 +36.9 -40.3 +36.9 -47.9 +36.5 -39.8 +36.5 -47.0 +36.1 -39.4 +36.1 -46.2 +35.7 -39.1 +35.7 -45.5 +35.2 -38.5 +35.2 -44.4 34 ft +39.8 -43.1 +39.8-53.3 +38.7-42.1 +38.7 -51.2 +38.01-41.4 +38.0 -49.7 +37.41-40.8 +37.41-48.5 +36.91-40.3 +36.9 -47.6 +36.5 -39.9 +36.5-46.8 +36.21-39.6 +36.2 -46.1 +35.6-39.0 +35.6 -44.9 35 ft +40.0 -43.4 +40.0-53.6 +39.0 -42.4 +39.0 -51.5 +38.2-41.6 +38.2 -50.0 +37.61-41.0 +37.6-48.8 +37.2-40.6 +37.2 -47.9 +36.8-40.2 +36.8-47.1 +36.4-39.8 +36.4!-46.4 +35.8-39.2 +35.8 -45.2 36 ft +40.3 -43.7 +40.3 -53.9 +39.2!-42.6 +39.2 -51.8 +38.4-41.9 +38.4-50.3 +37.9 -41.3 +37.9-49.1 +37.4-40.8 +37.4 -48.2 +37.0-40.4 +37.0-47.3 +36.6-40.0 +36.61-46.6 +36.0-39.5 +36.0 -45.5 38 ft +40.7-44.2 +40.7 -54.5 +39.6-43.1 +39.6-52.4 +38.9-42.3 +38.9 -50.8 +38.3 -41.7 +38.3 -49.7 +37.8-41.3 +37.8 -48.7 +37.4 -40.9 +37.4 -47.9 +37.0 -40.5 +37.0-47.2 +36.5-39.9 +36.5 -46.0 40 ft 1 +41.21-44.6 +41.2 -55.1 +40.11-43.6 +40.1 -52.9 +39.3,-42.8 +39.3 -51.4 +38.7-42.2 +38.7-50.2 +38.2 -41.7 +38.2 -49.2 +37.8-41.3 +37.8-48.4 +37.4 40.9 +37.4 X7.7 +36.91-40.3 +36.9 -46.5 42 ft +411-45.1 +41.6 -55.7 +40.5 -44.0 +40.5 -53.5 +39.7 -43.2 +39.7-51.9 +39.1-42.6 1 +39.1 -50.7 +38.6-42.1 +38.6 -49.7 +38.2 -41.7 +38.2 -48.9 +37.8'-41.4 +37.81-48.2 +37.2-40.8 +37.2 -47.0 44 ft +42.0-45.6 +42.0-56.2 +40.9 -44.4 +40.9 -54.0 +40.1 -43.7 +40.1-52.4 +39.5 -43.1 +39.5 -51.2 +39.0-42.6 +39.0-50.2 +38.6 -42.1 +38.6-49.4 +38.2 -41.8 +38.2 -48.7 +37.6-41.2 +37.6-47.4 45 ft +42.2 -45.8 +42.2 -56.5 +41.1 -44.7 +41.1-54.3 +40.3 -43.9 +40.3 -52.7 +39.7-43.3 +39.7 -51.5 +39.2 -42.8 +39.2 -50.5 +38.8 -42.3 +38.8-49.6 +38.4-42.0 +38.41-48.9 +37.8-41.4 +37.8-47.7 46 ft +42.4 -46.0 +42.4 -56.8 +41.3 -44.9 +41.3-54.5 +40.5 -44.1 +40.5 -52.9 +39.9-43.5 +39.9 -51.7 +39.4-43.0 +39.4-50.7 +38.9 -42.5 +38.9-49.9 +38.6-42.2 +38.6T-4_i 1 +38.0-41.5 +38.0-47.9 48 ft +42.8 -46.4 +42.8 -57.3 +41.6 -45.3 +41.6 -55.0 +40.8 -44.5 +40.8 -53.4 +40.2 -43.8 +40.2 -52.2 +39.7 -43.3 +39.7-51.2 +39.3-42.9 +39.3 -50.3 +38.9 -42.5 +38.9 -49.6 +38.3 -41.9 +38.3 -48.3 50 ft +43.1-46.8 +43.11-57.8 +42.0-45.7 +42.0-55.5 +41.2-44.9 +41.2'-53.9 +40.6 -44.2 +40.6'-52.6 +40.1 -43.7 +40.1-51.6 +39.6-43.3 +39.6 -50.7 +39.31-42.9 +39.3'-50.0 +38.6-42.3 +38.61-48.7 52 ft +43.51-47.2 +43.5 -58.2 +42.3-46.0 +42.3 -55.9 +41.51-45.2 +41.5-54.3 +40.9 -44.6 +40.9 -53.1 +40.4 -44.1 +40.4-52.0 +40.0-43.6 +40.0 -51.2 +39.6-43.3 +39.6'-50.4 +38.9 -42.6 +38.9-49.1 54 ft +43.8',-47.6 +43.8-58.7 +42.7;-46.4 +42.7 -56.4 +41.9 45.6 +41.9,-54.8 +41.2 -44.9 +41.2 -53.5 +40.7-44.4 +40.7-52.4 +40.3-44.0 +40.3 -51.6 +39.9-03.6 +39.9,-s0.8 +39.3 -43.0 +39.3'-49.5 55 ft +44.0 -47.7 +44.0-58.9 +42.9 -46.6 +42.9 -56.6 +42.0-45.8 +42.0 -55.0 +41.4 -45.1 +41.4 -53.7 +40.9 -44.6 +40.9 -52.6 +40.4 -44.2 +40.4-51.8 +40.0 -43.8 +40.0 -51.0 +39.4 -43.1 +39.4 -49.7 56 ft +44.2 -47.9 +44.2 -59.2 +43.0 -46.8 +43.0-56.8 1 +42.2-45.9 +42.2 -55.2 +41.5 -45.3 +41.5 -53.9 +41.0-44.8 +41.0-52.8 +40.6-44.3 +40.6-52.0 +40.21-43.9 1 +40.21-51.2 +39.61-43.3 +39.6-49.9 58 ft +44.5 -48.3 +44.5-59.6 +43.3 -47.1 +43.3 -57.2 +42.51-46.3 +42.5 -55.6 +41.9 -45.6 +41.9 -54.3 +41.3 -45.1 +41.3 -53.2 +40.9 -44.7 +40.9 -52.3 +40.5-44.3 +40.5'-51.6 +39.9''-43.6 +39.9 -50.3 60 ft +44.8-48.6 +44,8'-60.0 +43.6 -47.4 +43.6-57.7 +42.8 46.6 +42.8 -56.0 +42.2 46.0 +42.2 -54.7 +41.6-45.4 +41.6-53.6 +41.2 -45.0 +41.2 -52.7 +40.8-44.6 +40.81-51.9 1 +40.11 43.9 +40.1-50.6 Ln •Design conforms to the Florida Building Code 5th Ed(2014). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior'and"corner"zones,respectively)are as shown to a a Valid only w engineer's LLI •Tabulated design wind loads are based on ASCE 7-10 specifications for •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 components ansignature raised seal O d cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less Z •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than T-O"or 4%of the least horizontal dimension. PEMHOIght J noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be used for roof angle •This specification is valid only for use with structures NOT located in the Q shall be verified by the contractor&building official prior to construction. less than or equal to 10•. Round up to values shown upper one-half of an isolated hill,ridge or escarpment. Sep 2O Ol� •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category,LU separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures thatZ eanoot Christian Largl ,PE LL Design(ASD). roof slope 5 10°has been considered. represent a substantial hazard to human life in the event of failure. •Rgfer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted in table(effective wind area)is equal to the •Design is based on structure classification as Enclosed Bldg Peak HNght FL PE#67382 #31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. AA i ri QQ=1 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2017 Easy Seals rev 09 17 Doc No.AlOL5.160C