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OESIGN diITERN CONTRAR DOtl1MENT5 ADDRESS 5T0.UCTUPAL DESIGN 0.EQUIRING SPECIAL INSPEC710N WpS,TO THE BEST OF
<br /> 1.GOVERNINGBUILDINGCODE: ���� TNEINSVEROR'SKNOWIEDGE,INCONFONMANCETO �
<br /> 18.lAAGESGLE,MORESPEpFICDEfAILSTAKEPRECEDENCE TMEAPPNOVEDYlAfJ5RNO5PECIFIGTi0N5ANDTHE NEW16'IVLTOPCHORD/TIE. FASTENONEACHEND
<br /> IMERNATIONAL BUILDING CODE,2015 pyEA SMALI-SCALE,LESS SPEtlFK DETNlS AND �P�e��✓�MKMANSHIV P0.0VISIONS Of 7NE
<br /> � MINNESOTA BUILDINGCODE INFORMATION.MORESTRINGEMREQUIREMENTSFOX �v�RNiN�ewtdNc tooe. TO NEW WL TOP CHORD MEMBERS 1MTH(12)��O X 4�
<br /> ' CODE,P0.00VCTSMIDiNSTAIIATiONTRKE%IECEDENCE e.ovnesrwoncsaoNs��unesovn�ewHraneron. LONGGRKRSSFASTENERSEACHENDEACHSIDE. '
<br /> GENERAI OVEA LESSSTRINGEM REQUMEMENTS.NOTIFY ENGINEER a.A NOT%7NE RESiON51BtE INSPEROR THAT WORK IS
<br /> 1.ALL CONSTflUCf10N SHALL BE IN CONfORMRNCE WRN THE a q�DISCREPANCIES fAND1ilONS REQUIflING pEqpy FpR INSPECfION AT LEAST ONE WORKIIiG Dl�Y ��
<br /> INfORMATION OR QARIFKATIONS BEfORE '
<br /> GOVERNHJGBUItDiNGCOOEANDSUYPIFMENTSUNLE55 (Z<NOURSMINIMUM�BELORESUCHINSPECTONIS NEW7.25'LVLTOPTIE. FASTENWITH 'GJz �
<br /> HIGMERSfRNDARDISAEQUIREDBYLOUl8U1lDING PROCEEDINGWITHWORK. REQUNtED. m�
<br /> `+ oFFia,u. 19.DET�ILSSHOWNRREHRENOEDTOBEINDIUTNEOFTXE 4"LONGGRKRSSFASTENERSTONEWTOP �
<br /> PROfILESANDTYPE50fOEfAll1NGREQUI0.ED b.MLWOAKREQUIRINGSPECUlSTRUCRIRAL TRUSSCHORD.
<br /> 2.THECANTNARORSNALLVERIFYRLLOIMENSIONSANO THROU6HOVfTHEWORK.DETAIt5NOT5MOWNARE �N3�ECTONLULLREMAINACCFSSIBLEANDIXPOSED �.
<br /> CONDITIONSRTTMESITE. SIMIIARINQIARl�REATODETpR55MOWN.WHERE UMItIT150B5ERVEDBYTXESVEUALSTRURUML FASTENEXISTINGTOPTRUSSCHORDTONEWTOP
<br /> 3.THE CONTMROfl SXAII BE RESVON518LE FOR SI1FEfV qND SVECIFIC DIMENSIONS,DFfAIL OR DESIGN INfEHf fANNOT �NSPEROR. ,
<br /> PROTECTONWITHINANOAOI�CENTTOTHE10851TE. BEOElERMINED,NOTifYTHEENGINEE0.BFFORE DESIGNLOADS TRUSSCHORDLVLWITH#8x3}•LONGWOOD '��,
<br /> PflOCEEDING WITM WORK SCREWS AT 24"OC,TYPICAL ALL LOCATIONS. �
<br /> 4.THE CONTMROR IS RESPONSIBIE FOR MEEi7N6 ALL ROOF LOAD SNOW:27 PSF
<br /> APPIIUBIF OSNA SIIFE7Y REQUTAEMEMS DURING I0.WNfITEN qMEN510NS TAKE VRECEDENCE OVER SCALED qppF OfAD LOM:10 PSF
<br /> CONSTAUCTION. DIMENSIONS.NOTIFY ENGMEEA OF ANY D6UEPANUES OR
<br /> 5.DURINGANDAFfEftCONSTRUCfIONTXECOMMROR ��OR70NSREQVIRINGINFORMRTIONOGQARIHG110N5 W��
<br /> AND/OROWNERSNALLKEEPLOADSONTNESTRUCfUqE BEFOREPAOCEEDiNGWITNTHEWORK. 1.ALLSfRUCfUNALUIMBE1t,UNlEiSNOTED0IMERWISE. NEWII.B7S"LVLBOTTOMCHORDITIE. FASTEN
<br /> WRHINTHELIMRSOFTXEDESIGNtOADS.CANSTRUCiION 21.GENERALCONTIURDOCUMENTSSHRLL8El5SUE0TOALL s�wusEsvFNo.Vno.xoaaerrex. ONEACHENDTONEWLVLTOPCHORDWITH(9)
<br /> MATERIAL SMqLL BE SFREAD 0UT IF PIqCE OfI FMMED SUBCONTRARORS BY THE GENEML COMRACTOR IN Z,pLL NNt1NG OF FRAMING LVMBER AND PLVWOO�5H11LL 8E �g'0 x 4'LONG GRK RSS FASTENERS EACH END.
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<br /> 6.DONOTXpLEDRAWINGS.IFDIMEN510N5MEIN �MVLETECOORDINATIONOFRLLWORK. pTNERWISE.
<br /> QVESTION,TMECONTNARORSNAILBENESPON9BLEF00. SNOPD0.ANANGS 3.VROVIDEBRIDGINGONALLSOlIDS1WNRERANGUTAR
<br /> OBTNNINGCIARIHCATIONFROMTHEENGINEERBEfOflE 1.TMEGENEMLCONrRAROAWILLREVIEWqNOSTAMVAIi LUMBERMEMBERSPERTHE10121BCSECTION2308.8.5.
<br /> COMINUING WIT1 CANSfRUCf10N. SHOP DRANANGS AND PRODUCT DATR f-0R CONfOflMANCE
<br /> 7.SHOPDpAWINGSSHALL8E5UBMRtEDTOTMEGENEMI M�RHTMECONSTRUCT70NDOCLMEHiSPRIORTO 6'ALLMYWOODAOOFMIOFLOOADIAPNRAGMS�NDSHFAR NEW11�"WITOPCHORDMEMBER
<br /> WALLS SNALL BE AVA RATED STRUCNRAL SHEATHINGS WITH
<br /> CONTRAR01t PRIOR TO FABRIGTION OR ERERION fOA THE SUBMASSION.pNY SHOP DMWINGS OR PRODUCT DATA NOT p SPAN INDF7(pqTING AND TMICKNESS AS NOTEO ON TNE SEE 2/S2
<br /> iOIIOWINGREMS: REVIEWEDANDSTAMPEDBYTHEGENEMLCONTRAROA ��y��s
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<br /> OFRLLSHOVDMNANGST07NESTNUCfUMLENGINEERFOR Ap������A„DENGINEERINGREVIEW,WILLBE �' MEMBERTOREMAIN
<br /> REVIEW PIt10R TO fABRIUTION ON ERECLION.FNE(S� 0.ETUPNED WITHOUT REVIEW. 6.FMMING CONNELTONS:ALL NOTATIONS REFER TO SMAPSON
<br /> WORKING DqK(MINIMUM)SNALL BE ALLOWED FOR THE SfRONG-TIE CONNERORS.USE OF OTHER MANUFACRIRERS
<br /> REVIEWOFTHESESHOVDRqWINGSBYTHEENGINEE0. 3.TMECONSTIIUCTIONDOCUMENTSMAYNOTBE �HERORSISSUBIERTOflEVIEWANDAPPAOVALBVTXE
<br /> lO.THETYMCqLDEfAIISSXALLBEUSEDWMEREVERAPPUGBIE AEPRODVCEDFORUSEASSHOPdUWINGS. ENGINEE0.. STRU�-TURAL
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<br /> NOTES AND DEfpILS ON DPAWINGS SHAl1TAKE NOT 8E MADE AVAIIABIE fOR USE AS SNOP DRRWINGS. UNDER NVf3 RND HEA05.90LT NOLES TO BE URILLFD 1/16'
<br /> PRECEDEN(EOVERGENEMLNOTESMlOTYPICALDETAllS. $VECl/�lINSYECTION 1ARGERTMqN90LTDL4MEfER
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<br /> WORKINVOLVED.INCASEOfCANfLICf,FOLLOWMOST �pr(Jpp�7pp5W����ppqp�Nq7EpND[OOVEMTEWRH a.l-lOI5T55Hl�lLBEMARkEUWITNTNEAVAVRI (2)NEW1'I�"LVLTOPCHORDMEMBER
<br /> STRINGENT REQUIREMENTAS DETERMINED BY STitURU0.AL THE REQUIRED INSPECTONS. TAA�EMIIPK INDIUTION CONFOqMANCE WRH TNE BY$B W 57ST STREET
<br /> ENGMEERWfTMOUTCOSTTOOWNER Z.pLLSiECIALINSPECfOR55HALL8EUNDERTHESUPERVI510N �NUFACTUAINGQUAlf1YAS5URANCE,ANDMl1RKING SEE1/S2 SIOUXfALLS.SD571OE
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<br /> ENGINEEPINGFIEIDAEVRESENTRTIVESSMALLNERHFRBE 3.TMEQUAl1FIUT10NSOFALLSPECWLINSPEROR55HALL8E PENFORMRNCESTANDAItDFONAPAEW51-/OIST3.
<br /> CONSTRUEDASINSPECTIONNOpAPPROVALOF q��DANDAPPROVE08YTHE5TRUCNNALENGINEER SO.WOODSiRUCTLqALPpNElSHEATHING WYVW.MIDYVENG.COM
<br /> CONSTRURION. Oi RECd10.
<br /> a.iV1 WOOOSfqUCNML PANEl55NAl1BE IDENTiFIED
<br /> 13.TXECONTflARSTRUCNRRLDIUWINGSAND 4.THEMINMIUMQUAIIFIGT10N5FORTMESPECIAL WITHTHEAPPROPRIATETRpDEMARKOfAPAAND
<br /> SPEGfICAT10N5REPRESENTTHEFINI5NED5TRUC7U0.E.THEV INSPERORSMEASfOLLONS: SWILLMEFfTHEREQINREMENT50FTHElATEST
<br /> DO NOT INdCATE THE MFRIOD OF CANSTRUCfION.TME EDITION OF VOWMARV PRODUR STANDARD V51, �\
<br /> CONTMRORISRESPONSIBIEf-0RCON57RUCfqNMFANS, a.SPECWLCASES�IXPERIENCEACCEPTABIFTOTNE VpLUNTMYPRODUCTSTANDARDP520RAPAPRP-SOB / 3 \MODIFlED TRUSS$ECTIONS
<br /> METNODS,TECHNIQUES,SEQUENCESANDPROCEWRES. SiRUCTUMLFNGMEEftOFRECORD. pERFONMANCESfANDRRDS.VANEITHICKNESS,6RADE SZ �~��4
<br /> � 1C.WMERE AEfEPENCE I5 MADE TO VMIOVS TESf STANDAR05 5.DUTIES OF THE SPEd1L INSPEROR: AND GROUV NVMBEN OA SPI1N MTING SMALL BE AT
<br /> FOItMATERINLS,SUCH57Ml011RD55HAlLBETHEIATEST �,p.}ryESPEdALINSVEROpSHALLREVIEINALLWOPK �"STE°°"�T°TM^TS"°W"°"'"Eo"^w��ws. ST'EVEKOEHLER
<br /> EdT10NNID/ORROOENWM. USTEDBELOWFORCONFORMRNCEWRMTHE RECOMM NDRTONSOFIAP0.CORDANCEWfTH
<br /> 15.ESTq8l15MANDVERIFYRLLOPENINGSANDIN5EAT5FOR CONTMRDOCUMENTSANDTHEGOVEANIN6
<br /> ARCHITECNRAI,MECNANIUL,ELFCTitICALANDPLUMBING BUILDINGCAOE.
<br /> WffHRPPROVNIATETRpDES,DRRWINGSAND d.THESPECIALINSVERORSHALLfURNISNMSPERION �
<br /> SUBCONfRAROR5iR10RTOCONSfAUfT10N.00N0T pEppp7570THEBUIIDINGOWNER,BUIIAING
<br /> YENEfRATEANVSTRUCRlMLELEMEN7S(BEAMS,COWMNS, pFFKJAL,ENGINEEROFNECORD,ARCMITECT,AND - 3S CRYSTAL
<br /> WRLLS,$IABS,STEELDECKS,ER.�WITHOVTPRIORWRITTEN �ONIqqROR.ALLfTEMiNOTINCOMPLIANCFSNALLBE CREEKROAD
<br /> AFVROVALOFSfRURUWILENGINEERTHROWHARCMRFR. BRWGMTOTHEIMMEDIATEATTEMIONOFTHE ORONO,MN
<br /> I6.ANY ENGINEERING DESIGN PROVIDED B�OTHERT I1ND CONTPAROR FOR fORRERION,TNEN IF
<br /> SUBMRTEDFORREVIEWSMALLBEARTNESFALOFqCMIOA UNCOARECfED,TOTHEDESiGNAUfMORffYRNOTHE
<br /> S7RUCfURILL ENGINEEA REG6TERED IN THE STATE IN WMICH BUIIDING OFFICIAL
<br /> THE%lO1ER IS LOUTED. e C.ONQ CORRECf10N5 MAVE BEEN MqDE BY TME
<br /> 17.ALLEXfERIORFINISNMATERWIS,DMINAGE,ANOFIASNING COMNI1ROIt,THESPECIALINSVERORSHRLLSUBMRA
<br /> DETAILNRENOTPRRTOFTHESTAURURFLDPAWINGS. FINALSIGNEDREPORTSTATINGWHETMERTHEWORK
<br /> DASHED LINE INDICATES APPROXIMATE EXISTING GIRDER 1 HEREBY CERTIFY THAT THIS
<br /> TRUSS TOP CHORD.FASTEN EXISTING TOP TRUSS CHORD TO PLAN,SPECIFICATION,OR
<br /> NEW TOP TRUSS CHORD lVL WITH p8 x 3}"LONG GRK RSS REPORT WAS PREPARED BY
<br /> DASHED LINE INDICATES APPROXIMATE EXISTING GIRDER FASTENERS AT 24"OC,TYPICAL ALL LOCATIONS. ME OR UNDER MY DIRECT
<br /> TRUSS TOP CHORD.FASTEN EXISTING TOP TRUSS CHORD TO SUPERVISION AND THAT I AM A
<br /> NEW TOP TRUSS CHORD LVL WITH#8 x 3}•LONG GRK RSS DUIY LICENSED
<br /> FASTENERS AT 24'OC,TYP�CAL ALL LOCATIONS. NEW 7.25"LVL TOP TIE. FASTEN WITH(7){�"0 x PROFESSIONAL ENGINEER
<br /> NEW 16"LVL TOP CHORD @ GIRDER 4"LONG GRK RSS FASTENERS TO NEW TOP
<br /> TRUSS WITH 5.5'LVL SHIM PER 3/S2 UNDER THE LAWS OF THE
<br /> 5.5'LVL SHIM ADJACENT TO EXISTING TRUSS CHORD. STATE OF MINNESOTA.
<br /> (2)NEW 11.875'lVL's.SANDWICH GIRDER TRUSS TOP CHORD.
<br /> 16'TOP CHORD LVL NEW t 1.875"LVL BOTTOM CHORD/TIE. FASTEN (J/'(,Q��F /q, �
<br /> (2)NEW 11.875'LVL'S.SANDWICH ON EACH ENO TO NEW LVL TOP CHORD WITH(9)
<br /> � MAINTAIN EXISTING BOTTOM CHORD 16"TOP CHORD LVL �g"0 x 4"LONG GRK RSS FASTENERS EACH END. BRENT M.KROHN
<br /> DATE:0&15-17 LICENSE:51793
<br /> AT CABINETS. SIMILAR TO 3/5.1. NEW 11�'LVL TOP CHORD MEMBER
<br /> 13'-I I�' PL4N NUM6ER�
<br /> FASTEN EXISTING TOP TRUSS CHORD TO NEW 16-0414
<br /> • � TOP TRUSS CHORD LVL WITH#8 x 3�"LONG
<br /> Pn � WOOD SCREWS AT 24"OC,TYPICAI ALL
<br /> � � LOCATIONS. DRAWINGTITIf:
<br /> 1 �
<br /> �, GARAGE
<br /> < VAULTING
<br /> STRUCTURAL
<br /> PLANS
<br /> sCni_�
<br /> 24x36�
<br /> PLOT DATE;
<br /> 03.15.2017
<br /> ^ 511E ET NO:
<br /> L ' 'MODIFlm CIRDER TRUS$ �2�MODIRED STEPDOWN HIP TRUSS ^.A
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<br /> S.2 «c i�.•e � /
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