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HomeMy WebLinkAboutAPPROVED, Engineeringal)1_0v)6, CONEERN CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 1 (866)396-9999 TEAM @ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads -Components &Cladding 7th Edition (2020) Florida Building Code Site Information Owner: Zev Shemesh Wind Speed (VuLT): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.03 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: H Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 10 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (Q: 4 ft. End Zone Distance (a): 3 ft. Design Wind Pressure (PMAX+, PMAX-): h<60 ft h>,60 ft Max Positive Pressure (PMAx+) PMAX+ = gh(ec GCppos + GCpi) PMAx+ = gh(E)c GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(Ac GCpoeg - GCpi) PMAx- = gh(6c GCpneg - GCp) Device Calculations: ASCE 7-16, Chapter 30, All Subsections '# (W x. ) , Elevation '.. ) 'A(reaSize t qZ GCP+ GCp m,PmaX+Zone (Ib/ft2),, (lb/ft?) . 98 19 x 39 Int 7 5.15 3.52 1.03 57.39 1.0 -1.1 40.6 -44.1 99 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 100 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 101 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 102 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 103 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 105 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 106 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 107 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 108 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 1 38.2 -41.7 109 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 ill 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 112 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 113 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 114 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 115 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 116 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 117 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 118 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 119 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 120 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 133 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 134 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 135 73 x 49 Int 7 24.84 12:34 1.03 57.39 0.9 -1.0 38.2 -41.7 136 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 137 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 138 73 x 49 1 Int 7 24.84 12.34 1.03 57.39 0.9 - .2 -41.7 139 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1..(d� l3 �i . -41.7 Prepared inaccordance with: ASCE ?-16. ''OOTHER66NOCERTFIDATIONDERHEREXPPDESSEDORNPL6�D,BOFFEERRmASTOT EVALDR OMONNENTUSDNANGWNH;IDED BY .•`Rftsta NAet;'P:E'.'[FL PE86488� '^Ch30.Wind Loads -Components&Cladding ORAPPLCABLRYOFANYPROPOSEDSYSYSTEMORCING PRESSURESALLPRODUCTSSHALLBENSTALLEDNSTRCTACCORDANCEWTTHVALID FLORIDAPRODUCTAPPROVALSANDMUSTMEETTHESEPRESSURESFORTHEGNFNSIZE 7th Edition (2020) Florida Building Code LNIRATIONS. 2.NOCFATFCATIONORREMW6oFFEREDTHATTHEPROPOSEDUNrTSMEETMYEGRESSREOUREMBJTSALLEORESSISSU6ARETOBEADDRESSEDBYTHEPERMNTNGCONTRACTOR THELOCAL WLDNG OFFICX. •• :• 11o. P86488 P.E.AND Design Pressure ASD (allowable stress design) GU 3. THEHOSTSTRUCTUREISASMMTOBEMEOUATETOWREJGi HSTANDTHELOMSNPOSMWTH6DESGNASWORKREPLACESTNAM GFRNG,OROPFNNFA GSDESUNMMDCTFff� BYMENGNEEROFRECORD(EOR(.THECONTRACTORSULDNGOFFCIALSHALL VEAIFYTHATTHESUBSTRATEE(POSEDDURNGWORKISSOUND �y Wind Velocit is VOLT FOR NSTALLATIONOFTHISSYSTEMF DEFCENCIESARE FOUND NTHEEK6TNGHOSTSTRUCTURETH6ENGNEERORTHEEORSHALLSENOTFEDSEFORECONTNUNGCONSTRUCTCNAND RESERVESTHERCHTTORE- - I }' (ultimate) NSPECTAN.REEVALUATEDESCN.NOWARRANTV,ERHER-ESEEOORNPLE0,6CONTANEDHEREN. 4. DNENSCNSARESHOWN TOLLUSTRATEDESONWRCESANDOTHER DESIGN CRrrMLkTHEYMAYVARYSLOHTLY.TOTHEFMnJTTHATTHEOPENNGMR BNOTSM LLER THAN S%OF VASD=S rt O.6'k V.ULT 9 ( ) THEB4GNE MDESON.CONTRACTORSTOV Fyff LFIELDDNMSIONSPRDRTONSTA "MN. • a '6.. ENGINEER SEALAFFD® HERETOVALIDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHISSPECIFICATION BYCONTRACTOR,eIaI.NDE FES&SAVESHMMLESST ISMONEER FOR fp O © 2021 E-Telapest.com , ALL COSTADAMADESINCLUDNG LEGAL FEESSAPPELLATEFEESRESULTNG FROM MATERIAL FABRCATON,SYSnM ERECTION,&CONSTRUCTON PRACTCESBEYONDTHATWHCHIS CALLED FOR BYLOCAL,STATEBF6TM&CODESAFROMDEAATIONSOFTHr, L fj .p • f! OF --. -- - = ID: OdOnnell-PIO396: . -6. ENGNEMNG EKMESSHASNOTV6ITED THISJOBSRE.NFORMATON CONTAINED HEREIN 6BASEDON CONTRACTOR SUPPLIED DATAAND ME/SUREMENTSENGNEERNGE%PRESSSHALL NOTMHELDRESMNSDLEORLIABLEt4MYWAYFORMRON --- • STATE Y - - - - ---- •• -�-^ ! l .. EOUSOR NACCURATEDATAOR MEASUREMENTSWORKSHALL BE FIELD VERGED PRIOR TO CONSTRUCTION.ENGNEERNG EKPRESSSHN.L BENO=% AND GNEN AN OPPORTUNNYTO REEVALUATEOUR WORKUPON DISCOVERYOF ANYNACCURATENFORMATION MDR TO MODIFICATION OF EX6TNG FELD CONDITIONSANDFABIC NAND NSTALLATIONOFMATERIALS /// S . A \ 0.1 F 10/28/2021 Page 1 of 3 T. EXCEPTASEXPRESSLYPROVDEDHEREN.NOADDNONALCERTIFICATONSORAFFRMATONSARENTENDED. /� 'ALTERATIONS. /ll� L •H•EN(31ft AL Cert o�P�( dO 1i�ps ADDITIONS OR OTN ER MA R KINGS TO TH 6 D OC UMENT A RE NOT PER MINTED AN D NVAIDATE GU R C ERTFICATON' �6111l111 NM�INE�EaRN - � N ' ESS © CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 1 (866)396-9999 TEAM @ ENGIN EERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads -Components &Cladding 7th Edition (2020) Florida Building Code Site Information Owner: ZeV Shemesh Wind Speed (VuLT): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.03 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: H Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 10 ft. Roof Slope (9): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 4 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VuLT (ultimate) VAS. =sgrt(0.6 * VDLT) © 2021 E-Tempest.com ID: odonnell-P10396 10/28/2021 Page 2 of 3 In h>60 ft. Max Positive Pressure (PMAx+) PmAx+ = gh(ec GCppos + GCpi) PMAX+ = gn(6c GCPpos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gn(6c GCPneg - GCpi) PMAx- = gn(6c GCpne9 - GCp1) neviee. Calci lations: ANCF 7-16 Chanter 30- All Suh.certinns # ' Size .. (W,x H) Zone Elevation (ft) Area (ft2) ' Areal ` , (ft2) K= ' qE, GCP+ : GCp-.. Plnax+' (Ib/ft2) Pmax (lb/ft2) 140 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 141 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 142 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 144 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 145 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 146 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 147 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 148 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 150 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 151 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 152 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 153 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 154 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 155 19 x 39 Int 7 5.15 3.52 1.03 57.39 1.0 -1.1 40.6 -44.1 157 19 x 39 Int 7 5.15 3.52 1.03 57.39 1.0 -1.1 40.6 -44.1 158 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 159 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 160 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 161 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 162 73 x 49 Int 7 24.84 12.34 1.03 57.39 1 0.9 -1.0 38.2 -41.7 164 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 165 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 1 -41.7 166 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 1 -41.7 167 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 1B8 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9- -1.0 38.2 -41.7 170 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 171 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1 8.2 -41.7 172 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 \T - z0n a 111 -41.7 1. THSNFORMATION SNTENDED TO PROVDEDESIGN PRESSURES FOR THENURPOSEOFTHENSTALLATION OFGLAZED UNITS&OPENNG PROTECTION ASPROPOSED AND PROVOED BY OTHEASNOCERTMATION.ERHM EVRESSED OR N MED. SOFFERED ASTO THEVALIDRYOR APPLCABLRYOF ANYPROPOSED SYSrEMOR COMPONENTUSED ALONG WITH THESE PRESSURESALLPRODUCTSSHALLBENSTALLED N STRCTACCOROANCEWnH VALID FLORMAPRODUCTAFPROVALSAND MUSTMEETTIIESEPRFSSURFSFORTHEGN SEE LIM NS. 2. NOCERTFICATCNOR REVIEW SOFFEHED THATTHEPROPOSED UNIFSMEETANYEGRESS REOUIREMENTSALL EGRESSSSUESARETO BEADDRESSED BYTHEFERMIRNG CONTRACTOR AND THELOCAL BULDHG OFFICIAL. G. THEMOSTSTRUCTURESASSUMED OMMEOUATETOWTMSTANDTHELOADSMPOSE WB rDESCN/SWORKREPLACESE(ISTNGFRMANG,OROPENNGSD6gNMM1DCMTF® SPAN ENGINEER OFRECORD (EORI.THECONTRACTORWLDNG OFFICIAL SHALL VERFYTHATTHESUBSTRATEEJGOSED DURING WORKSSOUND FOR INSTALLATION OFTHSSYSre,&F DEFICIENCESAREFOUND NTHEE%STNG HOSTSmUCTURETHSENGNEER OR TNEEOR SHALL BENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHEF GHTTO RE NSPECTAND RSEVALUATEDESGN.NO WARRANTY.FRHEL EXPRESSED OR NAED,SCONTANED HEREIN. 4. DNENSIONSARESHOWN To LLUSMATEDESGNFORCESAYDOTHERDESGNCRRERL4THEYMAYVARYSLGHTLY,TOTHEE%TFNTTHATTHEOPENNGARFASNOTSW LmY MSOF THEENGN EEREDDESIGN.CONTRACTOLSSTOVERIFYALLF DDM WNSPRORTONSTALLATION. S. ENGINEER SEN-MFD® HMETOVALI)AIE5 UCTURXDESGNASSHOWNONLY.USEOFTMSSPECFCATIONBYCONTRACTOR.,I,LNOE-FES&SAVESNARMLESST SMGNEER FOR ALL COST& DAMAGESNCLUDNG LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERWL FASRCATCN,SYSTEA ERECTION,&CONSTRUCTION PRACTCESSEYOND THAT W HCH S CALLED FOR BYLOC&,STATE&FEDERAL CODES&FROM DEVDITIONSOFTHSRMI. D. MONEERNOEKPRESSHASNOTVSREDTHSJOBSRENFORMATXI CONTANEDHMMSBASEDONCONTRACTORSUMIEDDATAIWDMEA9IRB.ffifT GNEERNGE ESSSHALL NOT BEHELD RES ONSELEOR LME N ANY WAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREMENTS WORKSHALL BE FIELO VERF® PRIOR TO CONSMUCTION.ENGNEERNG EXPRESSSHPLL DENOTFED AND GNEN AN OPPORTUNITYTO RE-EVALUATEOUR WORKUPON DSCOVERYOFANYNACCURATENFORMATON PRIOR TO MODIFICATION OFS(GrNG FELD CONDRIONSAND FABRCATION MID INSTALLATION OFMATEAMS 7. E)OEPTASEXPREMYPROVDEDHEREN,NOAD DRIONALCERTFIDATIONSORMFIRMATGNSARENTFNDM. .ALTERATIONS,ADD=Na OR OTHER MARKNOSTOTHSD.CUMENTARENOTPERWnED AND NVALDATEOUR CERTIFICATION • v 1 Richard Neel .E• [kcP ' . 8$1 i I. 48a •• r ATE _ • 6� N CefY9/A�Ptt1Iy�885, TN4TH'E V k1l`SEAL �Y,ft�kOA�I(t) .q� 0., Illlillll CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 1 (866)396-9999 TEAM @ENGIN EERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information Owner: Zev Shemesh Wind Speed (Vut.T): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.03 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 10 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (Q: 4 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VuLT (ultimate) V Aso = sgrt(0.6 * V uLT) 02021 E-Tempest.com ID: odonnell-P10396 Design Wind Pressure (PMAx+. PMAx-): h560 ft. ",$Tq ° L - h>60'ft '�-37 Max Positive Pressure (PMAx+) PMAx+ = gh(ec GCppos + GCpi) PMAx+ = gh(ec GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(ec GCpneg - GCpI) PmAx- = gh(ec GCpne9 - GCpi) Device Calculations: ASCE 7-16. Chavter 30. All Subsections # Size (W x H) "Zone Elevation (ft)' Area (ft2) Areal (ft2)' Kr G Z GCP+` GCp- PmaX+" (lb/ft2) Pmax=. , , (Ib7ft2) . 173 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 174 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 175 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 176 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 177 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 178 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 179 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 I (f-tti i ftt U1 1. THISNFORMATION SNTENDEDTOPROVDEDESIGN PRESSURESFOR THEFVRPOSEOFTHENSTALLAMNOFGLAZEDUNRS&OPEJNG PROTECTUNASPROPOSED AND PROVIDED BY OTHERSNOCEiTIFICATON,EIIHEAEKPRESSEDORNPLIED.ISO FERED ASTO THEVALDITYOR APPLCABLTIYOFANYPROPOSSO SYSTEAOR COMPONENTUSED ALONG WITH THESE PRESSURES. ALL PRODUCTSSHALL BENSrALLED N STRDTACCORDANCE WITH VALID FLORDAPRODUCTAPPROVALSAND MUST MEETTHESEPRESSURESFOR THEGNEI sIZE LNITATDNS 2. NOCERTFCATION OR ReMW COFFERED THATTHEPROPOSED UNRSMEETANYEGRESSREOUIRWENTSALL EGRESSISSUESARETO READDRESSED BYTHEPFAMRTNG CONTRACTOR AND THELOCAL BUILDING OFFICIAL. D. THEHOSrSTAUCTUREGASSUMED TO BEADEOUATETOWRHSTIWD THELOADSNPOSED BYTHGDESGN ASWORKREPLACESEKSTNG FRAMNG,OR OPENNGSDESIGNED AND CERTIFIED 13Ym ENGINEER OFRECORD (EOR).THECONTRACTORBULDNG OFFICIAL SHALL VERFYTHATTHESUBSTRATE EM'OSED DURING WORK6SOUND FOR INSTALLATION OFTHESYBTFMF DEFCIENCIESAREFOUND N THEEKISMG HOSTSTRUCTURETHGENGNEER OR THEEOR SHALLSENOTFED BFFORECONTNUNG CONSTRUCTION AND RESERVESTHERIGHTTO RE NSPECTAND RC-UALUATEDESGN.NO WARRANTY.ErHER EXPRESSED OR NPLIm.000NTANED HEREIN. <. DUMMNSARES40M TO ILLUSTRATE DESIGN FORCESAND OTHER DESIGN ORRERt4THEYMAYVARYSLDHTLY.TOTHEEKTFNTTHATTHEOPEING AREAGNOTSMALLER THAN 5%OF THEEiGNEERED DESGN.CONTFtACTOR GTO VE IFYALL FIELD DNENSIONSPRIOR TO INSTALLATION.S. MONGER SEALAFFC® HEiETOVALDATESSTRUCTURALDESION ASSHOWN ONLY.USEOFTHGSPECFCATGN BYCONTRACTOR.etaLNDFNNFES&SAVESHARML6&THGEIGNFFR FOR ALL COST&DAWIGESNCLUDNGLEGN. FEES&APPE.LATEFEESRESULTNG FROMMATERIAL FABRIOATDN.SYSTEAERECTDN.&CONSTRUCTION PRACTCESBEYOND THAT WHICH IS 9 10/28/2021 Page 3 of 3 1 T. i WORKUPON DISCOVERYOF ANYNACCURATENFORMATDN AFFIRMATION SAR E NTEIDED. `\�111111111/11 ��-. • �i • a.eCEA►A.. •. ate. Richard Neet, P.E. [FL PE$88J; 6488 �.Q CIF Cert oi/Jii 9i 18 5 WITH--EWG NEAR SEAL AND NVALDATEOUR CERTIFICATION -