The URL can be used to link to this page

Home My WebLink AboutEngineering (�FN9QI E[_�E Q N 0, Design Wind Pressure(PMAX+, PMAX-): _ _ h<_60 ft. h>60.ft. CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAx+ = gh(ec GCppos+ GCpi) PMAX+ = gh(6c GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(Ac GCwes-GCpi) PMAx-= gh(6c GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TEAM @ENGIN EERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCE 7-16, Chapter30,All Subsections Wind Load Calculation Size Elevation Area Areas Pm Pmax # (W x H) Zone (ft) (ft2) (ft2) Kr. q= GCp+ GCP- (lb/ft2) (Ib/ft2) ASCE 7-16 Ch 30 W ind Loads-Components&Cladding 7th Edition(2020)Florida Building Code 1 52 X 63 I nt 7 22.75 9.19 1.03 64.79 0.9 -0.9 45.5 -65.4 Site Information 2 772 x 98 End 7 525.39 1379.59 1.03 64.79 0.6 -1.0 34.3 -72.0 3 243 x 98 End 7 165.38 136.69 1.03 64.79 0.7 -1.3 38.3 -88.7 Owner: Mrsan. Marilyn Wind Speed(VuLT): 170 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.62 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information a� 0 �DTK3 Is Risk Category: Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 200 ft. Roof Slope(9): Flat Roof Slope Coefficient(6c): 0,9 t Min.Building Dim.(L): 90 ft. End Zone Distance(a): 9 ft. - ` J taP. A, Prepared In accordance W1Ih:ASCE 7-I b. 1.THBNFORMATON BNTFNDED TO PgOVDEOEEGN PR ESSUgESFOq THER1RPOSEOFTHENSTPLLATON OFGLAZED UNRSSOPEJNG PROTECTION ARPROPOSED AND RLOVOED BY RICH and-Nees P E''iFL PC7 Sfi4HSl �� P OTHER&NOCERT ATON.EfTHERD"ESSEDORMPLBD.BOFFEREDASTOTHEVALOITYOR APPLOABLMYOFANYPROPOSED SYSfEMOR COMPONENTUSED ALONGWITH THESE (h / Ch30.Wind Loads-Components&Cladding LMSSURE&ALLPRODUCTSSHALLBENSTALLEDNSTRCTACCORDANCEWIIHVMOFLOROAPRODUGTAPPROVMSMIDMUSTMD�TTHESEPR6AlRESFORTHEGNENSZE 7thEdiNon(2020)FloridaBnildingCode 1.NOCERTFCATpNORREVEWBOFFEREDTHATTHEPROPOSEDUNRSMEETANYEORESSREOUFIHITSALLEORESSBSU6METOBEADDRESSEDBYTHEPERMnTNGCONTRACTOR V AND THELOCAL SULDNG OFFCIAL J.THEHOSTSTRUCTUREBASSUMED TOBEADEOUATETOWITHSTAND THELOADSIMPOSED WTHBDESGN ASWORKRE'LPCESEMNGFRAMNG,OROPENNGSDESGNED AND CENTFBC - DesignPressureASD(allowable stress design) BYAN ENGINEER OFRECORD(EOR).THECONTRACTOR.HULDNG OFFCNLSHALLVEIFYTHATTHESUBSTRATEEXOSED DURNGWORKBSOUND FOR NSTALLATGN OFTHBSVSTEXIF T lj C Wind VQ10C1Iy IS VuLT(ultimate) EI DEFIOCESAREFOUND INTHEEDiTNG HOSTSTRUCTURETHBENGNEER OR THEEOR SHALL B ®ENOTF BEFORECONTNUNGCONSTRUCTON AND RESERVESTHEFGHTTO RE NSPECTAND RE-EVALUATEDESGN.NO WARRANTY,EITH ERSRi ESS®ORMPLED.BCONTANEDHEREN. <.DMENSPONSAAESHOWN TO LLUSMATEDMON FORCESMID OTHER DES13N CRRERWTHEYMAYVARYSLGHTLY.TO THEDM34TTHATTHEOPEING AREAGNOTSMALLER THAN 5%OF J _ VASD=sgrt(0.6'VuLT) THEENGNEEREDDESIGN.CONn TORETO%Ei XLF DDN SIONSPRORTOr4ST&"TON. _ s 5.ENGINEER SEALAFFD®HERETOVALOATESSTRUCTURALDES13NASSHOWN ONLY.USEOFTHBSPECIFICATON EYCONTRACTOR.e1aLNDB.NFRBSBSAVESHARMLESSTHISENG14EEL FOR ©2021 E-Tem est.com ALLCOST BDPMPa6NCLUDNGLEOAL FEESLPPPaLATEFffSRE5UL7NGFROM MATERIAL FPE OATION,SYS EMB EC ON,ACONSTRUCTION PRADTOESBEYOND THATWHCH6 A \ p CALLED FOR BYLOCAL.STATEAFEDERALCODESBFROMDEWLTONSOFT SB M. S.MGNE NGOPRESSHASNOT%WWTHBJOBSnENFORMATONCONTANEDHFAFNBBASEDONCONTRACTORWI EDDATAMJDMEk91RBd TS.MGNEERNGEXPRESSSH&L ID:foldingshutter-P01122021004 NOT BEHELD RESPONSELEOR LRBLEN ANYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASURE.IBJTSWORKSHALL BEFIELD VERIFIED PRIOR TOCONSTRUCTON.ENGNEERNG ��' i \\\ IXRiESSSHALLBENOTFED AND GIVEN AN OPFORTUNRYTO RE-EVALUATEOUR WORKUPON DBCOVEiYOFANYNACCURATENFORMATON PRIOR TO MODFCATON OFE%6TNG FIELD CONDRIONSAND FABRICATION AND NSrALLATI0 OFMATERRLS Cert df Auth#9885,55��W ITH.Ep�I GINEER\%$EAL:; 02/10/2021 Page 1 of 1 7.IXCEPr3E%PHESSLYPROVD®TERATION&ADORONS,OR THERMARKNGSTOTHBDOCUMEITATNENOTPERMn7ED AND NVALOATEOURCEiTFCATON' yALID,FOFf.0")JOA+,ONLY\ customer: Mrsan WorkOrder Number: 01122021004N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -65.4 52 63.5 59 68.5 65.25 9'b.c. 9"o.c. 2 -65.4 777 97.5 777 97.5 94.25 To.c. 6"o.c. 3 -65.4 248.125 97 248.125 97 1 93.75 3"o.c. 3"o.c.