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HomeMy WebLinkAboutEngineering ENGINEERING EXPRESS® .= Design Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch.30.4.2/30.6.2 160 S1N12'th AVENUE,-,#106 h:560 t.' �h>60,ft ` DEERFIELD BEACH, FL,33442 Max Positive Pressure(PMAx+) PMAx+ = gn(0c GCpNs+ GCpI) q ( ) PH;(954);354=0660 'FAX:_(954)354=0443 PMAX+ = n 0c GCippas + GCpi WWW.'ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(0c GCpneg- GCpi) PMAx-= gn(0c GCpneg-GCpI) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30 All Subsections Cladding Size Elevation�I 1Tr Area ,�I II` a„AreAT PmRIX+"e Pfl - # ` Zone K� ` q2, GCp+ GCp= 5th Edition(2014)Florida Building Code (W.x':H)' ,' (ft)' TP s 4" (ftp) Site Information 1 51 x 61 End 7 21.60 8.61 0.85 53.38 0.9 -1.3 41.5 -54.2 2 51 x 61 End 7 21.60 8.61 0.85 53.38 0.9 -1.3 41.5 -54.2 Owner: Steven. Joan & Jennifer 13 51 x 61 1 Int 7 21.60 1 8.61 1 0.85 1 53.38 0.9 -1.0 1 41.5 -45.3 Campbell 4 51 x 61 Int 7 21.60 8.61 0.85 53.38 0.9 -1.0 41.5 Wind Speed(V): 170 MPH Exposure Category: C Velocity Pressure Coef.(Kh): 0.98 ASCE 7-10 01.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information o A�. R OF e Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 30 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 65 ft.- End Zone Distance(a): 6.5 ft. 1.THEN FORMATION E INTENDED TO PROVIDE DESIGN PRESSURES POR THE PURPOSE OF THE INSTALLATION OF GLAZED UNITS&OPENING PROTECTION ASPROPOEED AND PROVIDED BYOTHERS NO CERTFICATION,DTHER JEFFREY FRIANT,P.E. EXPR ESSED OR MPLED,SOFFERED ASTOTHEVALIDITYOfl APPLCSY ABLrTYOFANYPROPOSED STEMOR COMPONENT USED ALONG WITH THESEPRESSIIRESALL PRODUCTSSHALL SENSTALLED N STRCTACCORDANCE WITH Prepared in accordance with: . VALIDFLORIDAPRODUCTAPPROVALSANDMUSTMEL7T ESEPRFSAIRESFORTHEGME UMLMRATIONS FL PE 0060974 2.NOCERTFCATDNORREVEWSOFFEREDTHATTHEPFIOPOSED UNrrSMFETANYEGRESSREOUREMENTB ALLEGRESSS&UESARETOSEADDRESSEDBYTHEPERMT GCONTRACTORANDTHELOCALBULDNGOFFIGKL. ASCE 7-10.Section 30. Wind Loads-Components and g,THEHOSTSTRUCTUREIS�U MED TO SEADEOUATETOWITIISTAND THELOADSMPOSED SYTHIS DESIGN ASWORK REPLAGESD(TNG FRAMING,OR OPENNGSDESIGNED AND CERTIFIED EVAN ENGNEER OF RECORD(EOR). CladdingTHECONTRACTOWSULDNGOFFDRLSHALLVERIFVTHATTHESUBSTRATED(DOSED DURNGWORKDSOUND FOR INSTALLATION OFTHGSYSTEM.F DEFCENCESAREFOUND NTHEEM7WGHOSTSTRUCTURETHr ENGNEER OR THEEORSHALLBENOTFEDBEFORECONTNUNGCONSTRUCTDNANDRESERVESTHERGHTTORENSPECTANDRE-EVALUATE DESGN.NOWARRANTY,ETMER STRESSED OR MPED,SCONTANED HEREN. 5th Edition 2014 Florida BuildingCode 4.DMENSDNSARESHOWNTO LLUSTRATEDFSGN FORCESAND OTHER DESIGN CRWIkTHEYMAYVARVSLGHTLYTOTHEDaF TTHATTHEOPENNGMR SNOTSWJIERTHPN 5%OFTHEENGNEERED DESIGN. nFNLY ( CONTRACTOR STOVERFYALL FELD DM SONSPRIOR TO INSTALLATION.O 2016 E-TelnpeStCorn S.ENGINEER SEAL AFFIXED HERETOVALDATESSrRUCTLIRAL DESGN ASSHOWN ONLY.USEOFTHSSPECFCATDN BYCONTRACTOR,etaLNDeMFIES&SAVESHARMI.ESSTHSENGNEER FOR ALLCOST&DAMA(i6NCLUDNG(; LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FABflCATDN,SYSTEM ERECTION,&CONSTRUCTION PRACTCESBEYOND THATWHIGH SCALLED FOR BYLOCAL,STATE&FEDERAL CODES&FROM DEVIATONSOFTHSPLAN. ID.paradlseext-PCanlpbell e.FNGNEERNGE ESSHASNOTVSME ISJOBSRE.NFORMATDNCONTANEDHERENEBASEDONCONTRACTORSUPPLIEDDATAANDMEASLREMENTSENGNEFANGWRESSSHALLNOTBEHELDRESPONS13LEORLNBLEN ANV WAYFOR ERRONEOUSOR INACCURATE DATAOR MEASUREMENTSWORKSHALL BE FIELD VERFED PRIOR TO CONSTRUCTDN.ENGNEERNG EXPRESSSHALL BENOTFED AND GIVEN AN OPPORTUNrrYTO RE-EVALUATEOURWORKUPON DISCOVPRYOF ANYNACCURATE NFORMAT10N PRIOR To MODFCATION OF B=140 FELD CO NDITDNSANDFABRCATIONANDNSTALLATIONOFMATER(ALS. WIT03/23/2016 Page 1 of 1 E%CFPTASETFRE4LVPROYOEDHEREN,NOADO rIONPLCERTFDATDNSORAFFNMATIONSAAEwDOR OTHER MARKP GSTOTHSDOCUMENTARENOTPERM TEDPNDNVA NATEOURCERTFCATDN• V