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Home My WebLink About2017-00783 - addn/remodel/repair `� CITY OF ORONO � 2750 KELLEY PARKWAY * z 0 1 7 - 0 0 7 8 3 * DATE ISSUED: 07/17/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 35 CRYSTAL CREEK RD PIN : 33-118-23-33-0002 LEGAL DESC : CRYSTAL CREEK : LOT 001 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RES[DENTIAL VALUATION : $ 2,500.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STAT'E) GARAGE TRUSS ALTERATIONS/REMODEL APPLICANT PERMIT FEE SCHEDULE 92.89 KOEHLER, STEVEN&ANNE PLAN REVIEW 6038 35 CRYSTAL CREEK RD STATE SURCHARGE(VALUATION) 125 LONG LAKE, MN 55356 TOTAL 154.52 Payment(s) CHECK 8337 154.52 OWNER KOEHLER, STEVEN&ANNE 35 CRYSTAL CREEK RD LONG LAKE, MN 55356 AGREEMENT AND SWORN STATEMENT The work for which this permi[is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 1 SO days of the date of issuance,or if construction is saspended for a period of I 80 days at any time after work has commenced. "I'he applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. .----�-�� [ � � � � 7�/ ,Z ppl' t ' e ignature�� Date ssued Signature Date City of Orono Building Permit Application for Maintenance / Replacement / Remodel — Residential ONLY (i.e. windows, doors, siding, re-roof, etc. — NO STRUCTURAL EXPANSION) �O�O Mailing Address: Permit number. f - � PO Box 66 Crystal Bay, MN 55323-0066 Date received: 7-Ib -I � � Street Address: Received by: yF �� 2750 Kelley Parkway Plan review fee� t � Orono, MN 55356 �'�B 5 H�� 1S� (,�� Total Fee: J Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 35 C stal Creek Rd Orono MN 55356 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No If yes, a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bis service will be required unless applicant demonstrates sufficient orrsite parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: rvame: Steve Koehler State License# Expiration Date: Lead Certification Number: Expiration Date: (for work on homes fhat were constructed prior to 1978 Phone: (cell) 612-280-4968 (office) Mailing Address: City: Orono ZIP: 55356 Contact Person: Applicant is: Contractor / omeowner (Circle One) Emaii andior Fax: skoehler(a�wck.com PROPERTY OWNER INFORMATION: Name: Steve Koehler Phone (day): 612-330-0483 Address: 35 Crystal Creek Rd city: Orono Z1P: 55356 Emaii andior Fax: skoehler@wck.com PROJECT �NFORM14T��N: OVef811 PfOJ2Ct d2SCflptlOn:Add/modify garage roof framing and sheetrock to raise garage ceiling for car lift Type of Project: Any earth movement may also require ❑ Door(s) �Remodel ❑ Fire Damage MCWD review 8�permits: ❑ Re-roof,asphalt ❑ Repair ❑Storm Damage Minnehaha Creek Watershed District(MCWD) 15320 Minnetonka Blvd ❑ Re-roof,cedar ❑ Restoration ❑Water Damage Minnetonka, MN 55345 ❑ Re-roof,other(specify) ❑Siding ❑Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 ❑Window(s) www.minnehahacreek.orq Estimated Construction Valuation of Project(excluding land) $ ZSD • v� APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of t he data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If ou refuse to su I the information, the a lication ma not be issued. ApplicanYs Signature: Date: RECEIVED Owner's Signature: �� -- Date: � n . �� ,,,, � �. 2017 Last Updated:J ary 2016 cmr oF oRONo � � � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS �>t�, ` , Address: 5 / ��'��C�/ ��e� � � Permit No.: �''l 7� �b ��" Description of work: / �-�'1/'�S CG�7`�� 7 ��5'� /'��f�tl��Date Rec'd: Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: Date Approved: � Grading review by: Date Approved: Zoning District: Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA Zoning: Lot Area: SF/AC Width: Structural Coverage: SF % Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?): Landscape plan submitted? � Yes Landscaper: 0 No/ None proposed Pro osed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Buildina Heiqht Analvsis: Distance Between First Floor and defined Top of �a� � Roofi` See "buildin hei ht" definition : First Floor Elevation from buildin lans : (b) Highest Existing ground level (per survey) or 10' �� above lowest round level, whichever is lower: Difference between b and c : (d) DEFINED HEIGHT If highest existing grade is: (e) above FFE-Height is{a)-(d) below FFE-Height is(a)+(d) Shoreland District MCWD Permit Average Lakeshore Setback gluff Met? Permit Number: 0 Yes � No p N/q � Yes 0 O Yes 0 No No � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s 0 Yes � No � Yes � No 1 2 3 4 5 Type(s): Type(s): Updated: October 2016 v:\forms�plan review checklist 10-2016.docx Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: $ �� Orono Inspections Required Work Requiring Separate Permits � Footing 0 Site � Plumbing � Grading/Filling � Poured Wall � Silt Fence/Erosion Control � Mechanical O Fire � Foundation Survey � Hardcover Removal 0 Fireplace 0 Water Connection � Framing � Other(specify) � Masonry � Sewer Connection 0 Waterproofing/Drain tile 0 Mfg. � Lawn Irrigation � Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Insulation 0 As-Built Survey Final � Lathe Required State Permits � Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: � See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms\plan review checklist 10-2016.docx ` NEW 11.875"LVL TOP CHORD NEW 2x4 SISTERED TO EXISTING ^ �� „ BOTTOM CHORD. EXTEND 1'-6" APPROXIMATE GARAGE SIMPSON STRONG TIE H8 TIE AT . PAST OPENING EACH END. WALL LOCATION EACH NEW LVL LOCATION ATTACH TO ADJACENT WITH'IOd COMMON ROOF TRUSS SIMPSON STRONG TIE NAILS @ 6"OC,(6)EACH END,AND A35 CLIP ANGLE ONE (1}1/40 BEAD CONSTRUCTION SIDE OF EACH NEW LVL � . ADHESIVE. STEPDOWN HIP TRUSS SEE 2/S2,3/S2 ' NEW HORIZONTAL 2x8 ACRO ENTIRE OPENING. EXISTING TOP PLATES FASTEN TO EACH BOTTOM C RD MEMBER WITH Rey�ev� (� (4)af83}"VJOOD SCREVJS,M IMUM. FASTEN TO GIRDER TRUSS � �O`"�Q�� NEW 2x4 ACROSS OPENING 3"OC. SEE 1/S2,3/S2 Cor��ii��ce Ciig o�O�'ono; EXISTING HIP ROOF FRAMING APPROXIMATE �� ^ �� /� - � � — — — - LOCATION-EXISTING � � GARAGE TRUSSES � .c.: t� � — � eviewer - `>,�� NEW 2x4 WITH JOIST HANGER � EACH END AND AT MIDDLE HATCHED AREA IS APPROXIMATE � TRUSS BOTTOM CHORD. VAUITED CEILING AREA �NEYI �V� CONNEC?ION � TOP OF WALL < < s� �,�_.�. HEAW DARK LINE IS i APPROXIMATE CAR HOIST OUTLINE tiTRUC TUi�.4_ r:nc irdr_.e� L t-�x NEW 11.875" LVL TOP CHORD. SCREW TO EXISTING � � � TRUSS TOP CHORD WITH#8 x 3}"LONG WOOD MIDWEST u% � 2 MODIFIE:O COMMON TRU55 SECTION- LVL QNLY SHOWN scRews nT Za°oc,rvPicn�. ENGINEERING + � S.1 �r.�=c - 8236 W 51ST STREET (7)�"0 x 4"LONG GRK RSS FASTENERS SIOUX FALLS,SD 57106 507380-9313 EACH SIDE Of TOP TIE CONNECTION. ALL WWW.MIDWENG.COM CONNECTIONS TO HAVE}"0 BEADS OF . . . , . CONSTRUCTION ADHESIVE SPACED 4"OC, TYPICAL OF ALL LVL CONNECTIONS. ' ' NEW 725"LVL TIE MEMBER \ STEVE KOEHLER Z�} /� S'% �APPROXIMATE GARAGE PIAN ( o �LVL CONNECTION O PEAK 3S CRYSTAL S.t �,r-,�� S•' 'G'°`"" CREEK ROAD NEW HORIZONTAL 2x8 ACROSS OPENING ORONO�MN ATTACHED TO WEB MEMBERS ON ADJACENT TRUSSES WITH(3)-#8 x 3"WOOD SCREWS EACH. NEW 725"LVL TOP TIE. FASTEN WITH(7)�s"fd z 4"LONG GRK RSS FASTENERS TO NEW TOP TRUSS CHORD. NEW HORIZONTAL 2x8 ACROSS ENTIRE OPENING. I HEREBY CERTIFY THAT THIS EXISTING TRUSS TO REMAIN WNERE SHOWN. ATTACH TO FASTEN TO EACH BOTTOM CHORD MEMBER WITH PLAN,SPECIFICATION,OR MAINTAIN EXISTING BOTTOM NEW LVL MEMBERS WITH(2)#8 x 3}"LONG STAR DRIVE (4)�83}"WOOD SCREWS,MINIMUM. FASTEN TO REPORT WAS PREPARED BY CHORD AT CABWETS. ADD 2x4 SCREWS EACH,TYPICAL.DO NOT CUT OR REMOVE EXISTING �� NEW 2x4 ACROSS OPENING @ 3"OC. ME OR UNDER MY DIRECT VERTICAL MEMBER BETWEEN TRUSS UNTIL ALL NEW REINFORCING IS INSTALLED. SUPERVISION AND THAT 1 AM A EXISTING TOP CHORD AND NEW 725"LV�BOTTOM CHORD/TIE. FASTEN DULY LICENSED EXISTING BOTTOM CHORD ON ON EACH END TO NEW LVL TOP CHORD WITH NEW 2x4 WITH JOIST HANGER PROFESSIONAL ENGINEER OPPOSITE SIDE OF NEW LVL (7)�'4J x 4'LONG GRK RSS FASTENERS. EACH END AND AT MIDDIE UNDER THE L4W5 OF THE REINFORCING. ATTACH WITH TRUSS BOTTOM CHORO. STATE OF MINNESOTA. (2)#8 x 3�"LONG STAR DRIVE " NEW�'I�"WL TOP CHORD MEMBER 7 MODIFIED COMMON TRUSS SECTION O REMWED WEB BC � , �[�1, GJ/ / WOOD SCREWS EACH END. � / ��_//� �r �� fASTEN EXISTING TOP TRUSS CHORD TO NEW S�� y'�rv�d �r ` �2 Z�8 TOP TRUSS CHORD WL WITH#8 x 3'g'LONG BRENT M.KROHN DATE:03-'I5-17 LICENSE:S'1793 GRK RSS FASTENERS AT 24"OC,TYPICAL ALL LOCATIONS. NEW 725"LVL TOP TIE. PASTEN WITH p)�s"0 x e��N hUM6F.R�� 4"LONG GRK RSS FASTENERS TO NEW TOP � TR�SS�HORo 16-0414 e 0 - ��;��,�T��. NEW 725'LVL BOTTOM CHORO/TIE. FASTEN ON EACH END GARAGE TO NEW WL TOP CHORD WITH(7)�"0 x 4"LONG GRK RSS VAULTING FASTENERS. PROVIDE}"BEADS OF CONSTRUCTION STRUCTURAL ADHESNE IN LINES @ 4"OC,TYPICAL AL�CONNECTIONS. P�NS NEW 11 g"LVL TOP CHORD MEMBER yGaLC.. FASTEN EXISTING TOP TRUSS CHORD TO NEW 24x36� TOP TRUSS CHORD LVL IMTH tt8 x 3 g'LONG WOOD SCREVJS AT 24"OC,TYPICAL ALL PL��•..�4Tt-�� LOCATIONS. 03.15.2017 ��MODIFIED COMMON TRU55 SECTION S.t .o�:r"-o• ti11I.�.1�'O, �MODI�IED COMMON TRUSS SECTION- LVI_ON�Y SHOWN C � 5.� �r-�•-v V■ OESIGN diITERN CONTRAR DOtl1MENT5 ADDRESS 5T0.UCTUPAL DESIGN 0.EQUIRING SPECIAL INSPEC710N WpS,TO THE BEST OF 1.GOVERNINGBUILDINGCODE: �� TNEINSVEROR'SKNOWIEDGE,INCONFONMANCETO � 18.lAAGESGLE,MORESPEpFICDEfAILSTAKEPRECEDENCE TMEAPPNOVEDYlAfJ5RNO5PECIFIGTi0N5ANDTHE NEW16'IVLTOPCHORD/TIE. FASTENONEACHEND IMERNATIONAL BUILDING CODE,2015 pyEA SMALI-SCALE,LESS SPEtlFK DETNlS AND �P�e��✓�MKMANSHIV P0.0VISIONS Of 7NE � MINNESOTA BUILDINGCODE INFORMATION.MORESTRINGEMREQUIREMENTSFOX �v�RNiN�ewtdNc tooe. TO NEW WL TOP CHORD MEMBERS 1MTH(12)��O X 4� ' CODE,P0.00VCTSMIDiNSTAIIATiONTRKE%IECEDENCE e.ovnesrwoncsaoNs��unesovn�ewHraneron. LONGGRKRSSFASTENERSEACHENDEACHSIDE. ' GENERAI OVEA LESSSTRINGEM REQUMEMENTS.NOTIFY ENGINEER a.A NOT%7NE RESiON51BtE INSPEROR THAT WORK IS 1.ALL CONSTflUCf10N SHALL BE IN CONfORMRNCE WRN THE a q�DISCREPANCIES fAND1ilONS REQUIflING pEqpy FpR INSPECfION AT LEAST ONE WORKIIiG Dl�Y �� INfORMATION OR QARIFKATIONS BEfORE ' GOVERNHJGBUItDiNGCOOEANDSUYPIFMENTSUNLE55 (Z<NOURSMINIMUM�BELORESUCHINSPECTONIS NEW7.25'LVLTOPTIE. FASTENWITH 'GJz � HIGMERSfRNDARDISAEQUIREDBYLOUl8U1lDING PROCEEDINGWITHWORK. REQUNtED. m� `+ oFFia,u. 19.DET�ILSSHOWNRREHRENOEDTOBEINDIUTNEOFTXE 4"LONGGRKRSSFASTENERSTONEWTOP � PROfILESANDTYPE50fOEfAll1NGREQUI0.ED b.MLWOAKREQUIRINGSPECUlSTRUCRIRAL TRUSSCHORD. 2.THECANTNARORSNALLVERIFYRLLOIMENSIONSANO THROU6HOVfTHEWORK.DETAIt5NOT5MOWNARE �N3�ECTONLULLREMAINACCFSSIBLEANDIXPOSED �. CONDITIONSRTTMESITE. SIMIIARINQIARl�REATODETpR55MOWN.WHERE UMItIT150B5ERVEDBYTXESVEUALSTRURUML FASTENEXISTINGTOPTRUSSCHORDTONEWTOP 3.THE CONTMROfl SXAII BE RESVON518LE FOR SI1FEfV qND SVECIFIC DIMENSIONS,DFfAIL OR DESIGN INfEHf fANNOT �NSPEROR. , PROTECTONWITHINANOAOI�CENTTOTHE10851TE. BEOElERMINED,NOTifYTHEENGINEE0.BFFORE DESIGNLOADS TRUSSCHORDLVLWITH#8x3}•LONGWOOD '��, PflOCEEDING WITM WORK SCREWS AT 24"OC,TYPICAL ALL LOCATIONS. � 4.THE CONTMROR IS RESPONSIBIE FOR MEEi7N6 ALL ROOF LOAD SNOW:27 PSF APPIIUBIF OSNA SIIFE7Y REQUTAEMEMS DURING I0.WNfITEN qMEN510NS TAKE VRECEDENCE OVER SCALED qppF OfAD LOM:10 PSF CONSTAUCTION. DIMENSIONS.NOTIFY ENGMEEA OF ANY D6UEPANUES OR 5.DURINGANDAFfEftCONSTRUCfIONTXECOMMROR ��OR70NSREQVIRINGINFORMRTIONOGQARIHG110N5 W�� AND/OROWNERSNALLKEEPLOADSONTNESTRUCfUqE BEFOREPAOCEEDiNGWITNTHEWORK. 1.ALLSfRUCfUNALUIMBE1t,UNlEiSNOTED0IMERWISE. NEWII.B7S"LVLBOTTOMCHORDITIE. FASTEN WRHINTHELIMRSOFTXEDESIGNtOADS.CANSTRUCiION 21.GENERALCONTIURDOCUMENTSSHRLL8El5SUE0TOALL s�wusEsvFNo.Vno.xoaaerrex. ONEACHENDTONEWLVLTOPCHORDWITH(9) 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. F1000.501ipOOf. COMFLETESETSINORDERTOACHIEVEfULLEI(TENTAND p$pERTME700918CTABlE2304.9.1,UNlE55NOTED �WnfEj(: 6.DONOTXpLEDRAWINGS.IFDIMEN510N5MEIN �MVLETECOORDINATIONOFRLLWORK. pTNERWISE. QVESTION,TMECONTNARORSNAILBENESPON9BLEF00. SNOPD0.ANANGS 3.VROVIDEBRIDGINGONALLSOlIDS1WNRERANGUTAR OBTNNINGCIARIHCATIONFROMTHEENGINEERBEfOflE 1.TMEGENEMLCONrRAROAWILLREVIEWqNOSTAMVAIi LUMBERMEMBERSPERTHE10121BCSECTION2308.8.5. COMINUING WIT1 CANSfRUCf10N. 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UNDER NVf3 RND HEA05.90LT NOLES TO BE URILLFD 1/16' PRECEDEN(EOVERGENEMLNOTESMlOTYPICALDETAllS. $VECl/�lINSYECTION 1ARGERTMqN90LTDL4MEfER 11.ALLOMISSIONSOIiCONfl1C7SBEIWEENTNEVAitIOUS 1.SPECIqLIN5PEC110NANDQUALITYASSUMNCE,AS 8.3��RUMLLVL's MIDWEST EIEMENT50FTHEWORKINGDRAWING5MID/OR REQUIREDBYSERIONI�OCOFTHE201218C,SMALLBE a.LVL'sTOBE19EMINIMUM ENGINEERING SVEtlFIG1T10N5SMALLBEBROUGMTOTHERTfEN710NOF PROVIDEDBVANINDEPENDENTAGENCYEMVLOYEDBYTNE y ENGINEEREDWOODI-1015T5 TNESTRUCTUNALENGINEERBEfOREPROCEEDINGWI7HANY OMMERUNlESSWAVEDeVTHEBUILDINGOFfICIALTHE WORKINVOLVED.INCASEOfCANfLICf,FOLLOWMOST �pr(Jpp�7pp5W��ppqp�Nq7EpND[OOVEMTEWRH a.l-lOI5T55Hl�lLBEMARkEUWITNTNEAVAVRI (2)NEW1'I�"LVLTOPCHORDMEMBER STRINGENT REQUIREMENTAS DETERMINED BY STitURU0.AL THE REQUIRED INSPECTONS. TAA�EMIIPK INDIUTION CONFOqMANCE WRH TNE BY$B W 57ST STREET ENGMEERWfTMOUTCOSTTOOWNER Z.pLLSiECIALINSPECfOR55HALL8EUNDERTHESUPERVI510N �NUFACTUAINGQUAlf1YAS5URANCE,ANDMl1RKING SEE1/S2 SIOUXfALLS.SD571OE 12.OBSERVATIONV�SITSTOTXE1085REBYEq51GN OFAREGISTEREOCMLORSTRUCNXALENGINEER. PpW�510N50FAPAEW55iANDAR�PN1-GW, 50T380A313 ENGINEEPINGFIEIDAEVRESENTRTIVESSMALLNERHFRBE 3.TMEQUAl1FIUT10NSOFALLSPECWLINSPEROR55HALL8E PENFORMRNCESTANDAItDFONAPAEW51-/OIST3. CONSTRUEDASINSPECTIONNOpAPPROVALOF q��DANDAPPROVE08YTHE5TRUCNNALENGINEER SO.WOODSiRUCTLqALPpNElSHEATHING WYVW.MIDYVENG.COM CONSTRURION. Oi RECd10. a.iV1 WOOOSfqUCNML PANEl55NAl1BE IDENTiFIED 13.TXECONTflARSTRUCNRRLDIUWINGSAND 4.THEMINMIUMQUAIIFIGT10N5FORTMESPECIAL WITHTHEAPPROPRIATETRpDEMARKOfAPAAND SPEGfICAT10N5REPRESENTTHEFINI5NED5TRUC7U0.E.THEV INSPERORSMEASfOLLONS: SWILLMEFfTHEREQINREMENT50FTHElATEST DO NOT INdCATE THE MFRIOD OF CANSTRUCfION.TME EDITION OF VOWMARV PRODUR STANDARD V51, �\ CONTMRORISRESPONSIBIEf-0RCON57RUCfqNMFANS, a.SPECWLCASES�IXPERIENCEACCEPTABIFTOTNE VpLUNTMYPRODUCTSTANDARDP520RAPAPRP-SOB / 3 \MODIFlED TRUSS$ECTIONS METNODS,TECHNIQUES,SEQUENCESANDPROCEWRES. SiRUCTUMLFNGMEEftOFRECORD. pERFONMANCESfANDRRDS.VANEITHICKNESS,6RADE SZ �~��4 � 1C.WMERE AEfEPENCE I5 MADE TO VMIOVS TESf STANDAR05 5.DUTIES OF THE SPEd1L INSPEROR: AND GROUV NVMBEN OA SPI1N MTING SMALL BE AT FOItMATERINLS,SUCH57Ml011RD55HAlLBETHEIATEST �,p.}ryESPEdALINSVEROpSHALLREVIEINALLWOPK �"STE°°"�T°TM^TS"°W"°"'"Eo"^w��ws. ST'EVEKOEHLER EdT10NNID/ORROOENWM. USTEDBELOWFORCONFORMRNCEWRMTHE RECOMM NDRTONSOFIAP0.CORDANCEWfTH 15.ESTq8l15MANDVERIFYRLLOPENINGSANDIN5EAT5FOR CONTMRDOCUMENTSANDTHEGOVEANIN6 ARCHITECNRAI,MECNANIUL,ELFCTitICALANDPLUMBING BUILDINGCAOE. WffHRPPROVNIATETRpDES,DRRWINGSAND d.THESPECIALINSVERORSHALLfURNISNMSPERION � SUBCONfRAROR5iR10RTOCONSfAUfT10N.00N0T pEppp7570THEBUIIDINGOWNER,BUIIAING YENEfRATEANVSTRUCRlMLELEMEN7S(BEAMS,COWMNS, pFFKJAL,ENGINEEROFNECORD,ARCMITECT,AND - 3S CRYSTAL WRLLS,$IABS,STEELDECKS,ER.�WITHOVTPRIORWRITTEN �ONIqqROR.ALLfTEMiNOTINCOMPLIANCFSNALLBE CREEKROAD AFVROVALOFSfRURUWILENGINEERTHROWHARCMRFR. BRWGMTOTHEIMMEDIATEATTEMIONOFTHE ORONO,MN I6.ANY ENGINEERING DESIGN PROVIDED B�OTHERT I1ND CONTPAROR FOR fORRERION,TNEN IF SUBMRTEDFORREVIEWSMALLBEARTNESFALOFqCMIOA UNCOARECfED,TOTHEDESiGNAUfMORffYRNOTHE S7RUCfURILL ENGINEEA REG6TERED IN THE STATE IN WMICH BUIIDING OFFICIAL THE%lO1ER IS LOUTED. e C.ONQ CORRECf10N5 MAVE BEEN MqDE BY TME 17.ALLEXfERIORFINISNMATERWIS,DMINAGE,ANOFIASNING COMNI1ROIt,THESPECIALINSVERORSHRLLSUBMRA DETAILNRENOTPRRTOFTHESTAURURFLDPAWINGS. FINALSIGNEDREPORTSTATINGWHETMERTHEWORK DASHED LINE INDICATES APPROXIMATE EXISTING GIRDER 1 HEREBY CERTIFY THAT THIS TRUSS TOP CHORD.FASTEN EXISTING TOP TRUSS CHORD TO PLAN,SPECIFICATION,OR NEW TOP TRUSS CHORD lVL WITH p8 x 3}"LONG GRK RSS REPORT WAS PREPARED BY DASHED LINE INDICATES APPROXIMATE EXISTING GIRDER FASTENERS AT 24"OC,TYPICAL ALL LOCATIONS. ME OR UNDER MY DIRECT TRUSS TOP CHORD.FASTEN EXISTING TOP TRUSS CHORD TO SUPERVISION AND THAT I AM A NEW TOP TRUSS CHORD LVL WITH#8 x 3}•LONG GRK RSS DUIY LICENSED FASTENERS AT 24'OC,TYP�CAL ALL LOCATIONS. NEW 7.25"LVL TOP TIE. FASTEN WITH(7){�"0 x PROFESSIONAL ENGINEER NEW 16"LVL TOP CHORD @ GIRDER 4"LONG GRK RSS FASTENERS TO NEW TOP TRUSS WITH 5.5'LVL SHIM PER 3/S2 UNDER THE LAWS OF THE 5.5'LVL SHIM ADJACENT TO EXISTING TRUSS CHORD. STATE OF MINNESOTA. (2)NEW 11.875'lVL's.SANDWICH GIRDER TRUSS TOP CHORD. 16'TOP CHORD LVL NEW t 1.875"LVL BOTTOM CHORD/TIE. FASTEN (J/'(,Q��F /q, � (2)NEW 11.875'LVL'S.SANDWICH ON EACH ENO TO NEW LVL TOP CHORD WITH(9) � MAINTAIN EXISTING BOTTOM CHORD 16"TOP CHORD LVL �g"0 x 4"LONG GRK RSS FASTENERS EACH END. BRENT M.KROHN DATE:0&15-17 LICENSE:51793 AT CABINETS. SIMILAR TO 3/5.1. NEW 11�'LVL TOP CHORD MEMBER 13'-I I�' PL4N NUM6ER� FASTEN EXISTING TOP TRUSS CHORD TO NEW 16-0414 • � TOP TRUSS CHORD LVL WITH#8 x 3�"LONG Pn � WOOD SCREWS AT 24"OC,TYPICAI ALL � � LOCATIONS. DRAWINGTITIf: 1 � �, GARAGE < VAULTING STRUCTURAL PLANS sCni_� 24x36� PLOT DATE; 03.15.2017 ^ 511E ET NO: L ' 'MODIFlm CIRDER TRUS$ �2�MODIRED STEPDOWN HIP TRUSS ^.A S.2 v'nr'"'q' S.2 «c i�.•e � / V ��