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HomeMy WebLinkAboutDESIGN PRESSUREvvnion 1M {c} b31e Structures Lrtemalllonef, LLs Design Data Winti Velocity c(mpit% Rns..kc ca tegory Exposure wtetsmy E3irectionality Factor Wernal Pressure Coefficient +i- Company: Hurricane Guard Prepared. By: Neil Anderson Client Name: Snodgrass Jobaescription: 3accordiort shutters installe Project Number: 4WIND WALL DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Building Data 1612 Meart Rtoo€1441;v' 2 Bundrri{i widthf €3 I:tai: na Lertgtft (t) 0.85 Roof Slope {x:121 0.18 Design pressures listed belov. are: -xnfa ms miWAS-LE 7-1v �7 67 6 Allowable Stress OPENING MARK OPENttdG DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DUAEN9It7NS EAXiidUMPOSITIVE VIAOTH (MCHESI HEIGHT INCHES) PEIZSSFJRE{PSFj 11AAXITi UM NEGATIVE PRESSUKE{PS 1 Accordion 4 7 61.5 100.5 37.6 -41.1 2 Accordion 5 7 108 100.5 36.1 -44.7 3 Accordion 5 7 317.75 99.75 33.0 -38.6 Width of End Zone (a) in feet = 4.5 '" °5/ --Tr so I ­ .:: - .- - .. " - -.. �. . -. ;, - - STRUCTURES INTERNAi;ONAL, LLC'. 211212022 7,25 PM