Loading...
HomeMy WebLinkAboutEngineering W(ENINgEEFII,NGGEXPRSSDesign Wind Pressure(PMAX+, PMAx- : ASCE7-10, Ch.30.4.2/30.6.2 16'o SW 12th AVENUE, # os h<60 ft. h>60 ft DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gn(9c GCppDs + GCpI) PMAx+ = qn(8c GCPpDs + GCPI) PH:(954)354;0660 FAx:(954)354-0443 WWW.'ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gn(9c GCpneg- GCpi) PMAx-= gn(Ac GCpne9-GCPI) Wind Load Calculation ASCE 7.10 Chapter 30 Wind Loads-Components and Device Calculations ASCE 710, Chapter 30 Al!Subsections Cladding Size Elevation Area Areal Pm +, Pm - � sth Edition fzola>Florida Building code # (W:X H)� .`;Zoned ft" ftp ftp K� Iq�z GCp+ GCp Ib/ftp Ib/ft? Site Information 1 92 x 69 Int 14 44.08 19.59 1.03 57.39 0.8 -0.9 36.6 -46.4 2 517 x 96 End 14 344.67 618.72 1.03 57.39 0.6 -1.0 28.8 -53.1 Owner: Adela Tomeu 3 86 x 69 Int 14 41.21 1 17.12 1 1.03 1 57.39 0.8 1 -0.9 1 36.8 -46.6 Wind Speed(V): 160 MPH 4 43 x 45 Int 14 13.44 4.69 1.03 1 57.39 1 0.9 1 -0.9 1 39.1 1 -48.6 Exposure Category: D Velocity Pressure Coef.(Kh): 1.35 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information rip -------------- �I�yr �TEa� Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 70 ft. Roof Slope(0): Flat Roof Slope Coefficient(0c): 0.9 Min.Building Dim.(L): 40 ft. End Zone Distance(a): 4 ft. I.THIS INFORMATION IS INTENDED TO PROVIDEDESIGN PRESSURES FOR THEPURPOSEOFTHENSTALLATION OFGLAZED UNITS&OP ENING PROTECTION ASPROPOSED AND PROVIDED BYOTHER&NO CERTIFICATION.EITHER FRANKL BENNARDO,P.E. Prepared In accordance Wlth: EXPRESSED OR MPLIEWSOFFERED ASTO THEVALIDTTYOR APPLCABLRYOFANYPROPOSED SYSTEM OR COMPONENTUSED ALONG WITH THESEPRESSURESALL PRODUCTSSHALL BENSTALLED N STRCTACCORDANCEWRH VALID FLORIDAPRODUCTAPPROVALSANDMUSTMEtTTHESEPRESSURESFORTHEGNENSRELMRATIONS, FL PE 0046549 2.NOCERTFCATIONORREVEW60FFEREDTHATTHEPROPOSEDUNITSMEET ANYEGREWFIEOUSWMTS.LLEGRErS65UESARETOBEADDRESSEDBYTHEPERMIITNGCONTRACTORANDTHELOCALI9ILDNGOFFCNL. _ ASCE 7-10.Section 30. Wind Loads-Components and D.THEHOST STRUCTURE EAESUMED TO SEADEOUATETOWITHSTAND THELOADSMPOSED BYTHIG DESIGN ASWORKRERALESEJQSTNG FRAMNG,OR OPENINGS DESIGNED AND CERTIFIED RYAN ENGINEER OFRECORD(EO claddingTHECONTRACTORBULDNCW. GOFFSHALLVERFYTHATTHESUBSTRATEOMOSEDOURNGWORKESOUNDFOR INSTALLATION OFTHISSYSfEM.F DEFCENCIESAREFOUND IN THEEXETNG HOST STRUCTURETH NEER OR7HEEORSHALLBENOTFEDBFFORECONTNUNGCONSTRUCTIONANDRESMVESTHERCHTTORENSPECTANDREEVALUATEDESIGN.NOWARRANTY,ERIERE ESSEDORNMED,LSCONTANEDHEREN. "- 5th Edition 2014 Florida BuildingCode EN ode d.DMSDAR NSESHOWNTOLLUSTRA7EDESIGNFORCESANDOTHERDESDNCRREiDLTHEYMAYVARYSLIGHTLYTOTHEEXTENTTHATTHEOPEJNGAREA r NOTSMALLERTHMI5%OFTHEENGNEEREDDESIGN. CONTRACTORETOVERFYALLF DDN SIONSPRIORTONSTALLATCN. S. ENGIN EER SEALAFFDIED HERETO V&DATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHISSPECFCATION SYCONTRACTORmaL IN DEMNFIES&SAVESHARMLESSTHIS ENGINEER FOR ALLCOST&DAMAGESNCL G ©2015 E-Tempest.com LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FABRCATION,SYSTEM ERECTION,&CONSTRUCTION PRACTCESBEYONDTHATWHCH ISCALLED FOR BYLOCAL.STATE&FEDERAL CODES&FROM DEVNTIONSO /� ID:tnastercare-P1798 S:RAN.EJGNEERNG EXPR ESSHASNOTVGETED THEJ06SfIENFORMATION CONTAINED HEREIN LSRASED ON CONTRPCTOR SUPPLIED DATAAND MEASUREMENTS ENGNEERNOEXPRESSSHPLL NOT BEHELD flESPON501.E0RLWBLEN H 4.988.5 ANY WAYFOR ERRONEOUSOR INACCURATE DATA OR MEASUREMENTSWORKSHALLEEFELD VERFED PRIOR TO CONSTRUCTION.ENGINEERNG EXPRESSSHALLBENOTFIED AND GMEJ AN OPPORTUNRYTO R&EVALUATEOUR WORKUPONDISCOVERYOFANYNACCURATENFORMATIONPRIOR TOMODFICATIONOFEQSTNGFIELD CONDMONSANDFABRCATIONAND NSTALLATIONOFMATEIIAL& AISED ENGINEER SEAL 09/16/2015 Pade 1 of 1 T,EC ASE RESSLYFRO=EDHERC-N,NOADDRDNALCERTFCATDNSORAFFIRMATDNSARENTENDED. •ALTERATDNSADDRDN OROTHERMARKNGSTOT ISDOCUMENTARENOTPERMITTEDANDNVALDATEOURCEiTFCATION• VALID 1 JOB ONLY