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HomeMy WebLinkAboutDESIGN WIND PRESSURE Design Wind Pressure(PMAX+, PMAX-): 1 : T h:560 ft. h>60 ft. CORPORATE OFFICE Max Positive Pressure(PMAx+) PMAx+ = gh(Oc GCppDS+ GCpi) PMAx+ = qhO( c GCppos + GCp 160 SW 12th AVE, SUITE 106 ) DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(Op GCmeg- GCpi) PMAx-= gh(Oc GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE PRES .CO M Device Calculations: ASCE 7-16, Chapter30,All Subsections ENGINEERINGEXPRESS.COM Size Elevation Area Arear Pmax+ Pmax- Wind Load Calculation # Zone KZ qZ GCp+ GCp- 2 ASCE7-16Ch30 Wind Loads-Components&Cladding (W x H) (ft) (ft?) (ft2) (Ib/ft ) (Ib/ft,2) 7th Edition(2020)Florida Building Code 8 60 X 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Site Information 9 52 x 70 Int 11 25.28 11.34 1.03 57.39 0.9 -1.0 43.1 -47.0 10 60 x 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Owner: Cynthia Henderson 11 60 x 22 Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 -49.7 12 r-2 x 22 Int 11 7.94 6.26 1.03 57.39 1.0 -1.1 45.8 -49.7 Wind Speed(VuLT): 160 MPH 13 .L Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 -49.7 Exposure Category: D Velocity Pressure Coef.(Kh): 1.16 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information 2DTK: Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 30 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 4 ft. End Zone Distance(a): 3 ft. 1.THSNFORMATDNEEITENDEDTOPROVDEDESIGNPRESSURESFORTHEPURWSEOFTHENSr&UTIONOFGLAZEDUNITS&OPENNGPROTECTPONASPROPOSTD AND PROVD®BY "�a�4`� Richard Neet P E L=L PE 86488 Prepared In accordance with:ASCE7-I6. OTHERSNOCEATFCATDN.EITHER EXPRESSED OR MKED.EOFFERED ASTOTHEVALDITYOR APPLCABLR ED YOFANYPROMSSYSTEMORCOMPONFNTUSED ALONGWmITHESE ^ra - L I PRESSURIM LPRODUCTSSHMLMNSrXLEONSrRCTACCORDPNCEWm VALDPLORDAPRODUCTAPPROVALSMIDMUSTMEETTHESEPRESSURESFORTHEGNENSME Ch 30.Wind Loads-Components&Cladding LIA NS 7th Edition(2020)Florida Building Code 2.NOCERTFCATDNORREVEWEOFFMCDTATTHEPIIOPOSEDUNRSMEETANY•EGRESSREOUNEMENTSALLEGRESSEBUESARETOBEADDRESS.WB EPERMRTNGCONTRACTOR'- ANDTHE LOCALBULDINGOFFICIAL. 6.THEHOSTSTRUCTUREEASSUMEDTOaEAOEOUATETOWFHSTANDTHELOADSMPOS®aYTHSOEMNASWORKREPLACESBMMGFRAMNG•OROPFNNGSDESGNEDANDCERTF6D K 1- DcsignPressureASD(allowablestressdesign) BYAN ENGINEM OF RECORD(EDR).THECONTRACTORBULDNO OFFICIAL SHALL VERIFYTHATTHESUBSTRATEEXPOSED DURING WORKISSOUND FOR INSTALLATION OFTHISSYSI`EM IF Wind Velocit IS VULT Ulllmate DEFICENCIESAREFOUND INTHEa(EINGHOSTSTRUCTURETHGE GNEER OR THEEOR SIALLBENOTFED BEFORECONTNUNGCONSTRUCTDN AND RESERVESTHERGHTTORE h t v Y ( ) NSPFCTAND MBJ REEVALUATE DESIGN.NOWARRANTY.ETTHER EXPRESSED OR MMED.ECONTANED HEREIN. 4.DSIONSARESHOWN TO LLUSTRATEDESD MI NFORCESOOTHFRDESD W NCRRERTHEYMAYVARYSLGHTLY.TOTHEEM@1TTHATTHEOPETINGAREAENOTSMALLERTHAN5%OF�.-. VASD=Sgrt(O.6*VULT) THEENGNEER ED O ESIG CONTRACTOR ETO VERFYALL FIELD DMENSIONSPRDR TO INSTALLATION. C'•''' �' '�! a' S. ENGNEERSFJLL AFFD®HERETOVALDATESSTRUCTURALDESGN ASSHOWN ONLY.USEOFTHESPECFCATDN WCONTRACTOR•olaLNDEMNFES&SAVESHARMLESSTHEENGNEEA f-0R" tr]'t , / t't C^�• ©2021 E-Tern eSt.COm ALL COST&DAMAGESNCLUDNG LEGAL F EES&APP91ATEFEESRESULTNG FROMMATERIA FPBRCATION•SYSIE,I ERECTDN.&CONSTRUCT10N PRACTCESBEYOND TNATWHCHE "•� �sGV V P Fu F V��� �� p 6.MGNNGE ESSHASNOTVraTMTHEJOBSrTENFORMATIDNCALLED FOR S EEA CONTAINED HEREN EBASEDON CONTRACTOR SUPPLE AaD DATAAND MFASUflFMENTSENONEERNGE%PRESSSNALL L iL r ID:odonnell-P13898 NOTSEHELDRESPONSELEORLIABLENANYWAYFOn ERRONWUSORNACCURATEDATAORMEASURENEITSWORKSHALLBEFELDVERFEDPRDRTOCONSTRUCTDN.ENGNEERNG �__ EN'RESSSHALL BENOTFED AND GIWN AN OPFORTUNRYTO REEVALUATEOUR WORKUPON DECOVERYOFANYNACCURATENFORMATDN PRIOR TO MODIFICATION OF E4ETNG FELD CONDIrCNSANDFABRCATIONANDNSTALLATDNOFMATETIALS { �.yv�1L{o 1j11{}. kP 'ENGINEER SEAL 09/21/2021 Page 1 of 1 ].EXCEPTASFXNESBLYPROVDEDHFAEN,NOADDRDNPLCERTFCATDNSORAFFFMATDNSARENTENDED. FOR'(1) 106 QNLY •ALTERATDNSADDRDNSOH OTHER MARKNGSTOTHEDOCUMENTARENOTPERMITED AND NVALDATECURCERTFCATDN• - /, i �. i IENOANEIE-RN Design Wind Pressure(PMAx+, PMAX-): IF,R � ,a. h<_60 ft. h>60 ft. CORPORATE xOFFICE: Max Positive Pressure(PMAX+) PMAX+ = gh(ec GCppos+ GCpi) PMAX+ = gh(Bc GCppos+ GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(9c GCpeg-GCpi) PMAx-= gh(Ac GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE PRES .CO M Device Calculations: ASCE 7-16, Chapter30,All Subsections ENGINEERINGEXPRESS.COM -Size Elevation Area Areas P..+ RmaA- Wind Load Calculation # Zone' : K,� qZ GCp+ GCp= z z ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W X H) (ft) (ft2) (ft2) (Ib/ft ) 7th Edition(2020)Florida Building Code 8 60 X 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Site Information 9 52 x 70 Int 11 25.28 11.34 1.03 57.39 0.9 -1.0 43.1 -47.0 10 60 x 70 Int 11 29.17 1 11.34 1 1.03 57.39 0.9 -1.0 42.6 -46.5 Owner: Cynthia Henderson 11 60 x 22 Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 -49.7 12 52 x 22 Int 11 7.94 6.26 1.03 57.39 1.0 -1.1 45.8 -49.7 Wind Speed(VuL.T): 160 MPH 13 60 x 22 Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 -49.7 Exposure Category: D Velocity Pressure Coef.(Kh): 1.16 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information At eon So e o L ZP`�0 5 Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 30 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 4 ft. - '� 4 f tlL L ,� End Zone Distance(a): 3 ft. PrearedlnaCCOrdanCeWILh:ASCE7-I6. t.THISNFORMOTDNISNTENDEDTOPROVDEDESIGNPRESSURESFORTHER1RMSEOFTHENSTPLLATDNOFGLA�UNRS60PENNGPROTECTONASPROPOSED AND PROVD®RV Z�s RichardNeet PjE [FLPE86488] p OT MS.NOCERTFCATDN.E ME%PRESSEDORND'LLD.60FFERED ASTO THEVALDRYOR APPLCABLIfYOFANYPROPOSED SYSTEMOR COMPONENTUSED ALONGWRH THESE PRESSURALLPRODUCTSSHALLBENSrALLED IN MU H VALID FLORDAPRODUCTAFPROVALSAND MST MEETTHMEPRESSURES FOR THEGNEN SIM ,`+' ' ES -1 Ch 30.Wind Loads-Components&Cladding LIMITATION "� ` 7th Edition(2020)Florida Building Code 2.NOCMWICATDNORRE SOFFEREDTHATTHEPROPOSEDUNRSMFETANYMRESSRMURBAINTSALLEORESSIMESMETOBEADDRESS®RYTHEPM.ffMOCONTRAGTOA' T cr' AND 7HELOCM BUILDING OFFICIAL. OR OPBJNOSD6OND AND CE[[F®- THEHOSTSTRUCTURESASSUM®TO SEADEOUATETO WITHSTAND THELOADSNPOSED BYTISDEON ASWORKREPLAGES ESNG FRAMING, BYAIG Design Pressure ASD(allowable stress design) NEFAOFRECORDI�R).THECONTRACTORALDNOOFFCALHALLVBFYTHATTNESUeSmATEEMCS®DURNGWORKSSOUNDFORNSTALIATIONOFTHSSSTELF "• t �l sY �a DEFOENCIESAREPOUND NTHEEXSTNG HOSTSTRUCTURETHSENGNEER OR THEEOR SHALLBENOTFED BEFORECONTNUNGCONSTRUCTDN AND RESFRVESTHERDHTTORE )''- '•`< �.. Wind Velocity IS VOLT(ultimate) NSPECTMIDREEVALUATEDESON.NOWARRANTY.Em ER.] RESSEDORMRED.SCONTANEDHERFN. 4.DME4SONSARESHOWN Tit LLUSTRATEDESON FORCESAND OTHER DESONCRIIEiIkTHEYMAYVARYSLOHTLY.TOTHEMaENTTHATTHEOPEI4NGAREASNOTSANLLERTHMI5%OF VASD=Sgtt(O.6*VULT) THEENGNDEREDDESIG CONTRACTORSTOVERFYPLLMODUEISIONSMORMNSTALLATON. ♦}y:-'�.. S.ENGNEERSFALAFFD®HERETO VALDATESSTRUCTURALDESDNASSHOWNONLY.USEOFTHSSPECFOATON SYCONTRACTOR.aIaLNOEMNFES&SAVESHAAMLESSTHSENGNEM FOR eSt.COIn ALLCOST61) ES14CLUDNO LEGAL FEESIIA➢PF LATEFEESRESULTN MOM OM MATERIAL FP ICATIDN.STBYS MECTO TR N,6CONSUCTO O 6 N PRACTOESBEYOND THATWHH 02021 E-Tem p 6.ENGNEERNGEX IESSHASNOTV THSJOBSRENFORMATONCONTANEDHERENrakSEDONCONTRACTORSUFPLEDDATAANDMEASUREMBJTSENGNEERNGEXRMSH&IL ID:odonnell-P13898 NOTSEHADRESPONSELEOHLIA ENANYWAYFOREiRONEOUSORNAOCURATEDATAORMFASURBAENTSWORKWALLSEF DVERFEDRHFDRTOCONSMUCTDN.ENGNEERVGII- f 7 EXPRESSSHML SE NOTFED AND GNFN AN OPPORTUNITYTO REEVALUATEOUR WORKUPON DSCOVEiYOFANYNACCURATENFORMATON PRIOR TO MOOFICATON OFEM NG FELD lts5 WITH 09/21/2021 Page 1 of 1 EXCETTASO WED IPRESSLYPROHERENNOADDRONALTCONOWNSANDFABRIC N AND INSTALLATION CERTFICATONSORAFFNMATIONSARENTIEND®.IALELV V 1 JOB ONLY 'ALTERATDNS,ADUnIDNS.OR OTHER MARKNGSTOTNSDOCUMENTARENOTPEIMTTED AND NVALDATEOUR CEIiTFOATON' �+ ) f /, ` i NONE-EURNI Design Wind Pressure(PMAX+, PMAX-): CORPORATE OFFICE: Max Positive Pressure(PMAX+) PMAX+ = gh(Oc GCppos+ GCpi) PMAX+ = gh(6c GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(0c GCpne9-GCpi) PMAx-= gh(0c GCpneg-GCp) (9S4) 354-0660 1 (866)396-9999 TENGINEEIIVE GEXP X SS.CCOM Device Calculations:ASCE 7-16, Chapter30,All Subsections ENGINEERINGEXPRESS.COM Wind Load Calculation . Size;. Elevation Area Areal _ =PmaK+ Pmax- # Zone _ K� q� GCp+ GGp ASCE 7-16 Ch 30 wind loads-Components&claaaiDg (W x H) (ft) (ft2) (ftz) (Ib/ft2) ' (Ib/ft )� 7th Edition(2020)Florida Building Code 8 60 X 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Site Information 9 52 x 70 Int 11 25.28 11.34 1.03 57.39 0.9 -1.0 43.1 -47.0 10 60 x 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Owner: Cynthia Henderson 11 60 x 22 Int 11 9.17 1 8.33 1.03 57.39 1.0 -1.1 45.8 -49.7 12 52 x 22 Int 11 7.94 1 6.26 1.03 57.39 1.0 -1.1 45.8 Wind Speed(VuLT): 160 MPH 13 60 x 22 Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 Exposure Category: D Velocity Pressure Coef.(Kh): 1.16 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information M RppM 01 one �N 5 Risk Category: 11 Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 30 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 4 ft. End Zone Distance(a): 3 ft. \ �q gg Prepared in accordance With:ASCE?-16. T.T ONFORMATIONENTENDEDTOPROVDEDE NPRESS B FOR THEPURPOSEOFTHENSTALLATIONOFGLAZ UNTTS&OPENNGPROTECTIONAS PROPOSED AND PROVDEDBY Ri&ard N6e',�gb F_.WEP0@M§1 P OTHERSNO CERTFCATON,ERHER DPRESSED OR MPLI D.60FFERED ASTO THE VALDRYOR APPLCABLI OFMIYPROPOSm SYSTEMOR COMPONENTUSED ALONG W RH THESE = Ch 30.Wind Loads-Components&Cladding LMIRA IDNE&ALL PRODUCTSSHALL BENSTALLED N STRCTFDCOROANCEWITH VALID FLORDAPRODUGTAPPROVALSAND MUST MEETTHESE PRESSURESFOR THEGNEN SIZE 7th Edition(2020)Florida Building Code 2.LIM TIONS.CERTIFICATION 60FFERED THATTHEPROPOSED UNRSMEET ANYEORESSRC-0UREMENTS ALL EGRESS 65UESARETO BEADDpESSED BVTHEPERMRTNGCONTRACTOR ''-y'Y_ �. _'•\ ANDTHELOCAL BIJLDNGOFFCIAL. iRC Design Pressure ASD(allowable stress design) 3.THEHOSTSTRUCTUREISASSUM®TOBEADEGUATETOWRHSTMIDTHELOADSNPOSE WB SDESDNASWORKRULACESSWMGFRAMNG,OROPENNGSDESDNEDANDCERTFED �S BYAN ENGINEER OFRECORD(EOR).THECONTRACTORSULDNG OFFICIAL SHALL VERIFYTHATTHESUBSTRATEIDTOSEDDURNGWORK6SOUND FOR NSTALLATIONOFTHISSYSTEMF DEFCENCTESARE FOUND N THEEJDSRJG HOSTSTRUCTURETH6BJGNEER OR THEEOR SHALL BENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHERDHTTO RE. wyy Wind Velocity is VOLT(ultimate) NSPECTANDREEVALUATEDESCN.NOWMRMW..DTHEREJ(PRESSEDORNMED.6CONTANmHEREN. r '" �p OF Af a.DMENSIONSARESHOWN TO LLUSTRATEDESIGN FORCESAND OTHER DESIGN CRITERULTHEYMAYVARY SLCHMY.TOTHEE%TFNTTHATTHEOPENNGAREAMNOTS LERTHPN S% 5 %TE OF �. P EPA L ` V ASD=sgrt(0.6*V ULT) THEENGNFEREO DESCN.CONTRACTOR 6TO VEAFYALL FIELD OMENSDNSMCR TO NSTX"MN. 5.ENGINEER SEALAFFDIED HERETOVALIDATESSTRUCTURALDESDNMSHOWN ONLY.USEOFTHISSPECFICATDN SYCONTRACTOR,eIaI.NDFMNIFES&SAVESHARMLESST BMGNEER FOR •� 02021 E-Tem est.Com ALL COST&DAMAGESNCLUDNG LEGAL FEES&APPELLATEFEES RESULTING FROM MATERIAL FABRICATION,$YSTEM ERECTION&CONSTRUCTION PRADTCESBEYOND THATWHCHIs P CALLED FOR BYLOCAL,STATE&F M&CODES&FROMDEW1TIONSOFTHr PLM. 6.ENGNEERNGE%PRESGHASNOTV6 WE SJOBWENFORMATID CONTANEDHE MtSBASMONCONTRACTORSUPR.EDDATAMIDMF/SUHEMENTSENGNEERNGE%PRESSSHALL �� Ir •M_��� ID:odonnell-P13898 NOTBEHELDRESPONSELEOR LLAMEN ANYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREMENTSWORKGHALL BE FIELD VERIFIED PRIOR TOCONSTRUCTION.ENGNEERNG fONAU q�RESSSHALL BENOTFED AND GIVEN AN OPPORTUNITYTO REEVALUATEOUR WORKUPON DrCOVERYOFANYNACCURATENFORMATDN PRIOR TO MODIFICATION OF EeSrNG FELD rr ON AU CONDRIONSAND FABRICATION AND NSTALLATION OFMATERNLS Cert of Auth#9885''1f11�1T111 I 'VTR SEAL 09/21/2021 Page 1 of 1 T.EKCEPT DPRESSLYPROVDIaHFREN.NOADDRDNALCERTFICATIONSORAFMMATIONSARENTENDED. VALID FOR(t),I� �LY 'ALTERATDN$ADDRDNS.OR OTHER MARKNGSTOTN6 DOCUMENTARENOT PERMITTED AND NVALDATEOUR CERTFIC TION' NONEER0 IG Design Wind Pressure(PMAX+, PMAX-): )=! CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAX+ = gh(6c GCppos+ GCpi) PMAx+ = gh(6c GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(6c GCpneg-GCpi) PMAx-= gh(6c GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGINEE RING EXPRESS.COM Device Calculations: ASCE 7-16, Chapter 30,All Subsections Size' Elevation Area Areal, FPmax+.. ' Pm =' Wind Load Calculation # 'Zone. Kz q� �`� ,�GCp+ GCp1 ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W x H) (ft); (ft2) (ft2)` (Iblft2) (Ifj/ft2) 7th Edition(2020)Florida Building Code 8 60 x 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Site Information 9 52 x 70 Int 11 25.28 11.34 1.03 57.39 0.9 -1.0 43.1 -47.0 10 60 x 70 Int 11 29.17 11.34 1.03 57.39 0.9 -1.0 42.6 -46.5 Owner: Cynthia Henderson 11 60 x 22 Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 -49.7 12 52 x 22 Int 11 7.94 6.26 1.03 57.39 1.0 -1.1 45.8 Wind Speed(Vut.•r): 160 MPH 13 60 x 22 Int 11 9.17 8.33 1.03 57.39 1.0 -1.1 45.8 Exposure Category: D Velocity Pressure Coef.(Kh): 1.16 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information Z° DOD ACV Risk Category: lI Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 30 ft. Roof slope(0): Sloped Roof Slope Coefficient(6c): 1.0 ® RD Min.Building Dim.(L): 4 ft. \ .• '''''' / End Zone Distance(a): 3 ft. �� ® ��GEeV�� �/ L�.,J n �p7 � Prepared in accordance with:ASCE 7-16. 1.THBNFORMATIONSS NTENDEDTOPROVDEDESGNPRESSURESFORTHEPURPOSEOFTHENST&LATIONOFGLAZEDUNIIS&OPENNG PROTECTION ASPROPOSED AND PROVDEDBY RICI9 rd Ne-et,P. P O ] ••. OTHERNO CERTIFICATION,EITHER EXPRESSED OR IMPLIED,SOFFERED ASTOTHEV&DTYOR AFPLICABLTYOFANYPROPOSED SYSTEM OR COMPONEHTUSED ALONG W nH THESE Ch30.Wind Loads-Components&Cladding MISS ONSXLPRODUCTSSHALLBENSTALLEDNSTRGTACCORDANCEWRHVALIDFLORDAPRODUCTAPMOVALSMIDMUSTMEETTHESEPRESSURESFORTHEGNENSEELIM L = 7th Edition(2020)Florida Building Code NO CERTIFICATION OR REVIEW IS ORFEREDTHATTHEMOPOSED UNffSMEETANY9GRESS8EOUIR(EMMTS,&L EGRESS ISSUESARETO BEAD DRESSEDRYTHEPEAMnTINOCONTR ACTOR - AND THE LOCAL BULDNGOFFICIAL. ` Design Pressure ASD(allowable stress design) 3.THEHOSTSTRUCTUREBASSUMEDTOBEADEOUATETOWRHSTMIDTHELOADSIMPOSEDSVTHBDESGNASWORKR�ACESEKSMGFRAMNG,OROPEHNGSDESGNEDANDCEATFED BYAN ENGINEER OFRECORD(EOR).THECONTRACTORMLDNGOFFGWLSHALLVERBYTHATTHESUBSTRATEE)TOSEDDURNGWORKISSOUND FOR INSTALLATION OFTHSSVSTEM.F Wind Velocityis VDLT ultimate DEFCIENCIESAREFOUND INTHEE)MNG HOST STRUCTURE.THBENGNEER OR THEEOR SHALL BENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHERGHTTO RE- . IwYC �r (ultimate) NSPECTAND RE- HER ER E)PRESSED OR NPLED.BCONTANED HERETJ, i G F V ASD=$ rtO.6'�VULT 9 ( ) 0.DPAENSIONSARESHOWN TO LLUSTRATEDESIGN FORCESAND OTHER DESIGN CRMM[k THEYMAVVARVSLGHTLV,TOTHEEMFNTTHATTHEOPENNG AREABNOTSMALLEA THAN 5%OF \ THEENGNEEREDDESGN.CONTRACTORBTO VFA IFYALLFIELDDPAENSDNSPRIORTONST&LATION. Yf,+ 5.ENGNEERSEALAFFDMHERETO VALDATESSTRUCTURALDESGNASSHOWNONLV.USEOFTHSSPECMATION BVCONTRACTOR,etoLNDE lFR &SAVESHARMLMS ISMGNEM FOR / 04• 02021 E-Tem est.cont ALLCOST&DAMAGES INCLUDING LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FABRICATION,SYSTEM ERECTION.&CONSTRUCTION PRACTICESBEYOND THATWHICH 15 ,/f��O '••.•• ' P CALLED FOR BYLOC&,STATE&FEDER&CODES&FROM DEVNTIONSOFTHBPLAN. ID:odonnell-P13898 BBE HB-DRESPO NOT EXPRESSyH� O�FED AND GIVEN AN OPPORT�UNf VTO REEV&UA EOUR�WOTKUPON D6�CUVERR��ANV NACCURATENAFORMATO®IOpTO MODIFICATION OF FX6TNO FELOG � �)��� �- CONDTIONSANDFABRIOATDNPNDNST&LATIONOFMATEHI&S Cert of Auth#9885,WFtN�Nf3R SEAL 09/21/2021 Page 1 of 1 7.EXCEPTASFXPRESSLYPROVDEDHEREN,NOADDTDN&CMTFICATIONSORAFFRMATIONSARENTENDED. VALID FOR(t�JOB ONLY •ALTERATDNS IO ADDRNSOR OTHER MARKNGSTOTHBOOCUMENTARENOT PERMRm T AND NVALDATEOUR CERTFCATION