Loading...
HomeMy WebLinkAboutAPPROVED Site Specific Engineering ENGINEERING Design Wind Pressure(PMAX+, PMAX-): EXPRESS. CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAx+ = gh(9c GCI>r,m+ GCpi) PMAx+ = gh(ec GCppm+ GCrx) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gn(0e GI-GI PMAx-= gh(ec GCPna9-GCo) (954) 3S+0660 1 (866)396-99" TEAMOENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCI.7-16. Chrquer30. All.Suh.setitons Wind Load Calculation # Size Zone Elevation Area AreaT GCP+ GCP- Pmax+ Pmax- ASCE7.16Ch30 Wind Loads-Cmopmon &0hiblingWl- (ft) 2 (ft') fta) 7th Edition(20201 Florida B..ldin g Code 1 108x 48 Int 7 36.00 27.00 1.03 1 57.39 0.9 -1.0 42.0 -45.9 Site Information 2 107 x 80 Int 7 59.44 26.50 1.03 57.39 0.9 -1.0 40.5 -44.4 3 60 x 80 Int 7 33.33 14.81 1.03 57.39 0.9 -1.0 42.3 -46.1 Owner: Cheryl Barton 4 24 x 35 Int 7 5.83 2.84 1.03 57.39 1.0 -1.1 45.8 -49.7 5 72 x 48 Int 7 24.00 12.00 1.03 57.39 0.9 -1.0 43.2 -47.1 Wind Speed(VmT): 160 MPH 7 1 24 x 48 Int 1 17 1 8.00 5.33 1.05 58.65 1.0 -1.1 1 45.8 -49.7 Exposure Category: D 9 72 x 80 Int 17 40.00 14.81 1.05 58.65 0.9 -1.0 41.7 -45.6 Velocity Pressure Coef.(Kh): 1.16 10 96 x 80 Int 17 53.33 21.33 1.05 58.65 0.9 -1.0 40.9 -".7 Directionality Factor(Kd): 0.85 11 35 x 24 Int 17 5.83 2.84 1 1.05 58.65 1.0 -1.1 45.8 -49.7 Topographical Factor(Ka): 1.0 12 72 x 24 Int 17 12.00 12.00 1.05 58.65 1.0 -1.1 45.3 -49.2 13 35 x 48 Int 17 11.67 5.33 1.05 58.65 1.0 -1.1 45.4 -49.3 Structure Information 14 35 x 48 Int 17 11.67 5.33 1 1.05 58.65 1.0 -1.1 45.4 -49.3 FI C Y a v LVVLU rut, •. CODE COMPLIANCE Risk Category: 11 VCIE ST. COUNT"r g ^/+ Building Classification: Enclosedl/l!(� 0,18 Me Pressure Height 30ft Mean Roof Height(h): 30}t. y Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 .- r` - T • �� Min.Building Dim.(L): 5 ft. End Zone Distance(a): 3 1t. i.m..RONwro..x.aowromowaoEmN mEmiRamR mErxwroxarNExmxurwarraranuxin.o.axcmorzc.o.ncmowsw.No aowwa Richard Neet. P.E. F Prepared in accordance with:ASCF.7-/6. amasxocamc.+w.umama®an ra¢o.sorrEnwaromavwmnosuacrsmorwvnawsn m�aoR ro.wrvwrusoroxavmmrNcg I L PE 66488 Ch 30.Wind Loads-Components d Cladding usr�.ro.Esxr^+ooaenawraxsruEmxam¢r.ccoaowcrwm�v.En nw¢.mo«e+uawwswewsramn�Raaarsrv.rawn..Eonsx evc 71h Edition(2020)Fl.,idu Building Code 1.seta .w.ox^Esaw¢omacowrrNEaoroao O.nsuc�.w.maesawcxuc rsx.ma��®we�oanoar�o.v�.s.w.mxoco.m.cro^ «wisEaxaa wwDes AN 2 11 m«+uaE¢wawo ro:mwu.rt+own.sw+o�.E�omswsn n..eoeaNawosxaevcrsamwwrac oa ore�xcso®xm.xocarwa Wind Plessu is (allowable stress design) `w.waox�oraaoao�wa�.r.ecwmrcroxas.oxcorrcrm 0o.En .rrxemasmsrt¢e EGno xoww¢muxowaxsrnur E+. TMRae - WindVelocityisVrnr(ultimate) N %woniEvnwreo�E x.r`iowian�wn.vm�oamro¢�o^�ia«m.sc�axin mExNa�'Baca.muxacaxsmccmxrvvsr�.srxsar�+rose V.w=sgn(0.6e Vci T) s... .sacaOwN ro uUMAMo�r OMMomaDsi.co.�iowsmr.auiox:vao«nrramemarrx..meaeaxo.sa¢xorsxw�.amme%m a maeox�gs it'..W nTavw oiranR«iaxai.oEmN.savwxaxEr.uaarN¢xcev.rsx acoNra.Cron..rxoxxrers.s w.s.nur�+.¢aoxsa.wa 02021E-Trmpest.rom sNsL:.EN�13s c'oos a rs .orF.. ¢..1. 0swra .ro.n.we .s.smia....00xam«ra wcrensw.vor...w.e.¢ ID:adonnell-P12160 x uot�a+aonico.�iow:ae�::lsw.vronasa"w�son :icu^%rio..r¢oaw�n mw1pAosxsa�.uia�a wr° ^mcwsmuirwiaoit�xa Dms=x�µwor�.oari:narwaooasiaur�iwAoNWYMRs au.*EWRwoaxurovoaoxe�vor wrx.ccua.rtxro.wmx moarorooec.mxoromrxorno Cerl of Nu(h#96(15.WITH ENGINEER `�C�I Ol/19/2U21 Page 1 O(1 r.¢iEn.sowssarraowm.arxxo.00mcxw cane+ruxsow wsxwm.eae.raom. VALID FOR (1)JOB ONLY.uw.rows.oma>a.omaw.wxwemrwo«o�ruENmrarm®.Noxrnrn.rews ca>R.rw