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HomeMy WebLinkAboutWind Load Calculation 'Ia IIIIi�� ASCE 7-10 Design Wind Loads Windspeedv= 160 mph Exposure 'C' aSYS.... . For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 E easyseals.co-�. " Wind Pressures[psf]for use with Allowable Stress Design Kzl= 1.0 Kd= 0.85 Enclosed Bldg cCpi= 0.18 Tribura east... Tribur east... Triburary area at least Tribur are east Triburary area at least Trib are least Tribu t least Triburary area at least Mean 10sgft 15sgft 20sgft 5sgft 30sgft 35 sq 40sgft 50sgft Roof Zone Zone 5 Zone 4 one 5 Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior Corner nterior Corner Interior Corner nterior Corner Interior Corner teri Corner eri Corner (interior) Corner + + + + + + + + - + - + - + - n5ft +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 +31.11-33.9 +31.1'-40.0 +30.8-33.6 +30.81-39.4 +30.51-33.3 +30.5,-38.8 +30.OI-32.8 +30.0,-37.8 16ft + -36.8 +33.9-45.4 + - .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 +3 . - 3.8 +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 +31.9 -41.1 +31.6-34.5 +31.6-40.4 +31.3-34.2 +31.3,-39.8 +30.8-33.7 +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 +31.7-34.6 +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 1 +32.7-41.8 +32.4-35.4 +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 1 +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 1 +35.3-46.2 +34.8-37.9 +34.8-45.1 +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 +33.11-41.8 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 +35.1 -45.5 +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 26 ft +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 +35.4-45.9 +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 1 +33.7-42.5 28 ft +38.2 -41.4 +38.2-51.1 +37.2-40.4 +37.2 -49.1 +36.5-39.7 +36.5-47.7 +35.9-39.1 +35.9 -46.6 +35.5 -38.7 +35.5-45.7 +35.1-38.3 +35.1 -44.9 +34.7-38.0 +34.7-44.2 +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 +36.4-47.3 +36.0-39.3 +36.0-46.3 +35.6-38.9 +35.6-45.6 +35.2-38.5 +35.2-44.9 +34.7-38.0 +34.7-43.8 32 ft +39.3 1-42.6 +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 +38.71-51.2 +38.0-41.4 +38.0-49.7 +37.4-40.8 +37.4-48.5 +36.91-40.3 +36.9-47.6 +36.5-39.9 +36.5-46.8 +36.2 -39.6 +36.2'-46.1 +35.6-39.0 +35.6-44.9 35 ft +40.0-43.4 +40.0-53.6 1 +39.0-42.4 1 +39.0-51.5 +38.2-41.6 +38.2 -50.0 +37.6-41.0 +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 36ft +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 +36.61-40.0 +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 +41.2 -44.6 +41.2'-55.1 +40.1'-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 +37.4-47.7 + .3 +36.9-46.5 42 ft +41.6-45.1 +41.6-55.7 +40.5-44.0 +40.5'-53.5 +39.7-43.2 +39.7-51.9 +39.1-42.6 +39.1-50.7 +38.6-42.1 +38.6'-49.7 +38.2 -41.7 +38.2 -48.9 +37.8-41.4 +3 48.2 +37.2-40.8 +37.2 -47.0 44 ft +42.0-45.6 +42.01-56.2 +40.9'-44.4 +40.9 -54.0 +40.1-43.7 +40.1'-52.4 +39.5'-43.1 +39.51-51.2 +39.0'-42.6 +39.01-50.2 +38.6''-42.1 +38.61-49.4 +38.2-41.8 +38. !_-2t&7 +37.6,-41.2 +37.61-47.4 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'i-50.5 +38.8-42.3 +38.8-49.6 +38.4 -42.0 +38.4- .9 j37.8-4 +37.8-47.7 46 ft +42.4-46.0 +42.41-56.8 +41.3-44.9 +41.31-54.5 +40.5-44.1 +40.5'-52.9 +39.9-43.5 +39.9:-51.7 +39.4-43.0 +39.41-50.7 +38.9-42.5 +38.9'-49.9 +38.6-42.2 +38.6'. - 6.0-41 Sn +38.0-47.9 48ft +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 1 +39.3-50.3 +38.9 -42.5 +38.9- ;!R3-41. +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 +41.2:1-53.9 +40.6-44.2 +40.61-52.6 +40.1-43.7 +40.1 i-51.6 +39.6-43.3 +39.6-50.7 +39.3 -42.9 +39.3 44 +�afi. -42.3 +38.6-48.7 52 ft +43.5,-47.2 +43.5 -58.2 1 +42.3 -46.0 1 +42.3,-55.9 +41.5-45.2 +41.5-54.3 +40.9-44.6 +40.9,-53.1 1 +40.4-44.1 +40.4-52.0 +40.0-43.6 +40.0 -51.2 +39.6-43.3 +39.6 -5 4rp + -42.6 +38.9 -49.1 54ft +43.8-47.6 +43.8-58.7 +42.7-46.4 +42.7-56.4 +41.9,-45.6 +41.91-54.8 +41.2-44.9 +41.2 -53.5 +40.7-44.4 +40.7-52.4 +40.3-44.0 +40.3 -51.6 +39.9-43.6 +39.9 -50. +39.31-43.0 +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 1 +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 1-51.8 +40.0-43.8 +40.0-51. +39.4-43.1 +39.4-49.7 56ft +44.21-47.9 +44.2-59.2 +43.0-46.8 +43.01-5 +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. +40.2-43.9 +40.2-512 +39.6-49.9 58 ft +44.5 -48.3 +44.5-59.6 +43.3-47.1 +43.3-57.2 +42.5-46.3 +42.5-55.6 +41.9-45.6 +419 543 +413 -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 4 41.6-454 +41.6-53.6 +4 . - 7 +40.1-50.624 Ul •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner"zones,respectively)are as shown to ° Valid only with ngineer'S 0 •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'sP signature&r d seal components and 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 3'-0"or 4%of the least horizontal dimension. 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 `f 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. ec 06 2 C •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,W 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 that Z Design(ASD). roof slope 5 10°has been considered. represent a substantial hazard to human life in the event of failure. eanRoot Christian ngIe ,PE LZ Peak Haight l.J •Refer 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 BldgFL PE#67382 V#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. NAU sIWA= 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright 02017 Easy Seals rev 1217 Doc No.A10LS.160C Customer: WRIGHT WorkOrder Number: 05022018007NO301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -35.4 53.25 82.75 64.75 96.75 93.5 9"o.c. 4"0.c. 2 -35.4 74.25 73.25 85.75 73.75 70.5 9"o.c. 4"0.c. 3 -35.4 53.25 72.75 64.75 73 75 70.5 9"o.c. 4"o.c. 4 -35.4 48.75 77.25 60.25 91.25 88 9"o.c. 4"o.c. 5 -35.4 84.25 39,5 99.75 44.5 41.25 9"o.c. 9"o.c. 6 -35.4 37 72.5 48.5 77.5 74.25 9"o.c. 9"o.c. 7 -35.4 37 72.5 48.5 77.5 74.25 9"o.c. 9"o.c. 8 -35.4 26.5 39 38 44 40.75 9"o.c. 9"o.c. 9 -35.4 53 73 64.5 78 74.75 9"o.c. 9"o.C.