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<br /> DESK'iNOFACAST-IN-PLACECONCHEfEGMDEBEAMANDSTRUCNML5U8,A4WELLA8LAVOUTOFSUPPORTIN(iHELICAL Creek Hill Custom
<br /> PoERS FOR PESIDEMipI DETACMEO 6ARAGE.CONSTRUCTION IS TO BE DONE M ACCORDANCE WffH THESE DRANMN0.4 AND
<br /> STANDMDINWSTRVPRACTICE 2<�-0• Homes� InCi.
<br /> 1.THESE OOClM1ENT5 APPLV TO STRUCTURAL SCREW ANCHOR LOC�TION.4 AND CONCRETE GRADE BEAM REOUIREMENT3
<br /> s• ' �r-r �r-r s 15235 65th PI8C@ N.
<br /> ONIV.REFER TO(3MFdE PUNS WH MORE INFORY�TIai.If FRAMHMa VARIES FROM 1HAT 9HOWN ON PLANS,CONTACT ! �
<br /> Tl7E HANSON GROUP FOH NEVIEW OF IMPNCT qi WUNDATqN ELEMEMS.R WAS PEPOATED 7XAT THE STRUC7URE WOULD " � " _ _ _ r Maple Grove,MN 55311
<br /> BE WOOD-FRAMEU A90VE ORRDE. T- -- - -- - - - - -
<br /> 2.ALL WOOD FRAMIN6,BEAMS,GIRDER TRUSSES,BFARIq�STUDS,EfC.A1A RESPECTIVE ANCHORACiE ARE BY OTHERS. _ I
<br /> 3.DMIN TILE,DAMPPROOFING ANDIOq WAiERPROOFING,d BJSULATION,AS WELi.AS TME�F INSTALUTION,ARE TO BE IN ' -
<br /> ACCORDANCE YYlfH TNE CADE.
<br /> 0.PROVIDE RDEOUA7E FRQST PNOTECTqN FOR ALl(iRADE BEAMS. g-{ I ReviBlon D2IB Decaiplion
<br /> S.HELICAL 3CPEW ANCHqi$ARE TO BE DE81(i�IED BV THE MNIUFACTURER FOR R WORKMI�LOAD AS DE310NATED ON THE I I I ]�Z �^ I
<br /> PLAN UNLESS NOTED OTHERWISE.INSTALL ANCFqRS TO 7WICE TXIS VAW E FOP Ml ULTMIATE LOAD RESPECTIVELV WI7H A
<br /> FACTOR OF SAFETY-2.DEPTH OF INSTALUTION TO�DEfERMMED BV THE IN8TALLEP AND/OR A OEOTECHNICAL I o I I '��; I I
<br /> EN(i1NEER.INCREA9E LWD FOR POTENTULL DOWN DRAO AS REOUIRED.
<br /> B.IN9TALL SCREW ANC110RS TO WffHiN t OF TNE LOCATIONS SHOMM ON 7NE PUN AND IN THE UETAIL3.ANCHORS AND WN1S _
<br /> AfiE TO BE CENTERED ON OMDE BEAM UNLESS OTMERWISE 9HOMM. ( a I I I I a
<br /> 7.ALL&1R SPLICES ME TO BE A MINIAdlM OF 48 BM OUMEfEPS.
<br /> 8.PROVIDE MATCHIN[3 HOq(BRfi6 POti ALL HORIZONTAL BAR3 AT All WALL 8 ORADE BEAM CARNERS AND INTEHSECTIONS. I I I I I I '
<br /> LAP ALl HOOKS AND HORRONTALS PER N07E 7.SEE DETAIL?/57 AND]181.
<br /> B.CONTRACTOR 6 BUILOEP ME TO VERIFY RLL DIMENSIONS AND CONDITIONS PRIOR TO WORK CANTRCT ENOINEER IF ANV
<br /> D19CqEPANCIESMISE.
<br /> 11.EL.EMENTSNOT SUPPOAATED BV�EEP FWNDATKKJ MAV SETRE AND E%PERIENCE DISTRESS.DIFFERENTIAL AqVEMEM MAV I I �I I ��
<br /> OCCUR BETWEEN NEW AND E%IS'fING ELEMENT88UPPORTED BV DEEP FOUNDATIqJS.
<br /> 12.ORADE BEAM MAV BE PLACEO AT ELEVATqNS LOWER THAN SFqWN IN TME DETAll3. MAIMAIN 8•HELICAL PIER EMBED AS � I I I I
<br /> SHOWN I
<br /> 13.GRADE BFAM TO WALL CENfERLINE3 MAV BE OFFSET UP TO 2',MOWEVER,A MINIMUM OF 7 OF 4MDE BEAM IS N EMEND
<br /> BEYOND TME wALI FACE ON EACH SIDE. I I e I
<br /> 11.SLOPE OMDE OOWN ANO RWRY FROM iHE STAUCTURE A MWIMUM OFT WITHIN THE FIRST TEN FEET UNLESS ADEOUATE � $� �
<br /> DMINROE OR SWALES ARE PROVIDED. �
<br /> i6.BOTH MATEHIALS MID @ISTALLATION OF DMM TILE,WATER-PROOFMKi,CONTROL JOttJTS,FUSHING,AND INSUUTION ME
<br /> �TO BE Ml ACCAADANCE WITM THE CADE BY THE OENEML CONfRACTOR.UNLESS NOTED OTNERWISE. � I b I I � �
<br /> 18.RLLWALLWIDTHSSHOWNAqENOM4IALDIMENSqN8,UNLES6NOTEDOTHERWtSE.OVEMLLWAl1THIGWE88MAVVARVBV I I I I a
<br /> UP T014'FROM THAT SlqWN ON THE DMWINGS. i �
<br /> 77.REINfOHCINOPUCEMEMTq.ERIWCEISNOTTOE%CEED74'.BARSBEINOSPLICEDMETOBEWITMMl2'OFCENTERLINE. I I I I �DICATESSPANDIRECTIONOFfi'iF11Cl(C.I.P.
<br /> 7YW0 IS NOT REOUIREU PROVIOED 7HESE TOLERANCES ARE MET. I CONCRETE STRUCTUML SLAB w/�5 BMS Q 1Y
<br /> 1B.DOWEL3 MAY 8E DRILLED AND OpOUTEO IN PLACE.VEPi1CAL BAfiS RND DOWEl3 DO NOT NEEO TO ALHiN.VEPTICRI BARS I O.C.OR/8&1RS�18'O.C.IN SPAN DIRECTION
<br /> MAV BE ORILLED AND EMBEDDED 5'INT07HE STRIP FOOTIN6 MI UEU OF DOWELS. � I I I (7 FROM BOTTOM OF SUB)8 H BARS @ 18'
<br /> 18.SILL PLA7E8 APE TO BE ANCHORED WI7H R MINMIUM OF 1Mq ANCHORS PER 91LL SEC710N.ALL SECTIONS I1RE TO HAVE AN j -I I O.C.IN TRANSVERSE DNiECTION TVP.
<br /> ANCHOR WITHIN 1'TO 12'OF EACH END.AN ANCHqi IS TO BE PLACED AT ALL WALL CORNER9 AND INTERSECTIONS ON �ry I BI I �
<br /> WALLS MORE THAN TWO FEET IN LENf3TH.WN13 7W0 FEET OP LESS IN LEN67H PC-0UIRE A MINIMUM OF ONE ANCHOR.
<br /> REOUIREMEMS FOR SHEAR WALIS AND BRACED PANELS MY BE IN EXCESS OF iHESE REWIIREMENTS. & f I � I I I
<br /> 20.STRUCiURRL ORM(iE SLA&S ME NOT PROTECTED FRpA POTEM4LL FROST HEAVE.BUILDER MAV`MSH TO TAKE ! I
<br /> PREVENTATIVE I�ffA3URE3 BY QfNERS.TNE MAN�J 6ROlIP RECOMMENOS N�J-FROST SU9CEPfIBLE Fpl BELOW THE I'
<br /> SLA&S TO TME BOTTaA OF THE GMDE BEMiS.THE HANSqJ OfiWP RECOMMENOS A WATERPROOF,TMFFIC RESIUENT � I I I I
<br /> COATMG OVER GFRRGE&IABS TO PROTECT SLAB FROM DISTRESS AND CIXiNOSION. I i I I I I I
<br /> 21.SLA8 CLFAR CAVER PqTEO ASSIILES PUCEAffNT OVER PaY OR ALTERNATIVE EARTH BARHIER.
<br /> AIATEPoALS c I o
<br /> CANCHEfE' FOOTINCa6-FC.S,OOD P51�78 D�VS OR 6,000 PSI WI7N Ml .I I b I I I
<br /> RPPROVED ADMIX7URE THNT PROVIOE3 A WATER AND VRPOF
<br /> RE516TANCE AT LEAST EpUIVALENT TO S,OW P51 CONCFETE �,
<br /> S7NUCTURAL SIABS-Fc.6.000 P510 28 DAVS I� I I I I I o
<br /> WALLS-Fc.3,500PS1�2B�AVS �i' I I I
<br /> REINFORCING STEEL: ASTM A815 GRRDE 80 5
<br /> AGGREQR7E: GMDE BEAMS-7 Xf IMK �j� �St
<br /> SUBS 8 WILLLS-�'AUX ;I I I gl I �
<br /> BACKF61: CUV(IXiWP 111)-ABSUh�D '.
<br /> Y.-eoPSF�rincTlv� _�_ I . I I I
<br /> ��L�: �P� ;i I I I I
<br /> r+oov o�o wno: ie rsF � I I I I �
<br /> srowwe we iono: ao esF
<br /> 6ARAGE LIVE tAAD: 50 PSF OR YIWO l8.CONC. I I .
<br /> WOOD FLOOR DEAD LOM: 15 PSF b I b I I I
<br /> &UB DEAD L.OAD: VMIES I150 PCF) a i i I b I I I I ii
<br /> WOOD WALL IOAD: 10 PSF
<br /> N N � I �
<br /> 20�15 M�INNESOTA RESIDEMIAL CADE �_ I 5 I I �i� I I
<br /> ABBMEVIA710M8 j' SL g'- - - J ,b- - _- - J ,�
<br /> TYP. - TYPICAL
<br /> SIM. - SMIILAR '
<br /> U.N.O. . UNLESSNOTEDOTHERWISE
<br /> MIN. . MINIMUM 5' 11'-T 71'-T 5'�
<br /> MAX - MA%IMUM -
<br /> O.C. - ONCENTER
<br /> NT$ . NOT TO SCALE
<br /> � ' 27.SKIPANCHOHS , F____.___��TION PLAN �
<br /> O - 35 KIP ANCIpfiS S� SCALE.Ys'=1'-0'(24'�38'SHEET SIZE)
<br /> UP�e BAH
<br /> DIMIETERS
<br /> O = 27.5 KIP ANCMORS
<br /> a O = 75 KIP ANCMOHS
<br /> . YEAIFY ALL DIMENSIONS�10WN PIIION TO
<br /> ¢ � INSTALLING NELICAL ANCNOR9 OR POUNINO
<br /> CONGiETE.dMEN5qN88HOWNANE
<br /> � M�nrcN�5 ro � N WfENDED TO MIITCH NWSE FU1N3.COHf11CT t nereby cerury mm mis piar�.spear�non a report
<br /> a gd 0 ' REINFORCEMENT M�N1 NOT SIiOWN TNE XANSON GNOUP IF DISCREPA/ICIES AflISE
<br /> C fOfl CLANIN � W89 p!@pBRd by rt18 Of Illldef my d'llBCI SUPBIViSi0f1
<br /> anE ihaz I em a duy Lioenaed Profeasbnal Enpineer
<br /> ZO•WIDE c 21•TAIl undBf thB IBWS O}Ille Sle2B W M11111BS0�8.
<br /> � C.I.P.CONCRETE �
<br /> SIp�reO: �����%'�'.E
<br /> ORADE BEAM - � • .
<br /> : DETAIL are•,°•�°"�""�M°a � �
<br /> S7 ORADE BE�M CDRNER q BOLTS(T MIN.EMBED) WOOD FPAMING PrIM Neme: fivan Madc
<br /> REINFOqCEMENT . ��r�'�'�' �BV O�FIERS
<br /> (2)IB x CAHt.HORIZON�AL N4[CON7.NORZ.BM� s1 z 3'-0'11001(S �.,e. Dab: 4-5-17 Licene6 Numbef: 48673
<br /> BARS TOP AND 80TfOM ' . ,� • m TOP 8 BOTTOM OF WALL SEE PUN fOFi STRUC7URNL SLAB $EE PLAN FOfl$TRUC7URAl SLAB ������ ^�P�
<br /> �Qy�E� � ��� - THICIWESSBREINFORCEMEHT T}�ICKNES46NEINFORCEMEM
<br /> UVrB6W •EO.'�,{. EO. 8' SLOPEOHADEAWAV -
<br /> MIN. fROMFWNOATION
<br /> MELICAL PtER/CAP BV OTHERS '' - OPTKKJA�CAMRa ��C�.���R 0
<br /> 9EE PUN FOR LOCATIONB �+� I-I I I I I'_-�. "_-I I I JOIM CENTERED OVER �]��uM�
<br /> ' t0'C.I.P.CONCRETE WALL
<br /> �4 i (8'MIN.AT SUB Y SUB LEDOE IMEflIOR OMDE BEAM T�8�TT��Ww- ��0
<br /> 1 SECTION =� NON-BEARINO WALLS) ��r pT S� PlymqM,MN 55661
<br /> • NON-BEARk!(3 WALLS) N1 s 7-0'DOWELS B'MIN CONCRETE WALL TN 812-70&3572
<br /> • � s� OMDE BFAM �� w<s•o�oow�s , �ae•o.c. ..w.i.�,o„o,,,�,,,o,,,,
<br /> p �6B'O.C. (5'MIN.EMBED)
<br /> � CARNER&WSTO � (5'MIN.EMBED)
<br /> M z 3'-0'NOOKS 7'�8'
<br /> � IMTCN BEAM � �.'.��IB'O C.MA%. �� HEl1CAl PIER �pDET�1/51 FOR
<br /> '�y qEqdfpqCEMENT MELICAL PIER ,• �I SEE PLAN TVP. REINFORCEMEM
<br /> SEE PUN T'P. _� �
<br /> c���o°ea�ws�8 Bergh Residence
<br /> a`, REINFORCEMENT
<br /> s DETAIL - _ 2800 Shadywood Road
<br /> s, orunE e�u�NrEnsecnoN ExCelsiO�,MN
<br /> REINFORCEMEM �(,�N e SECTION
<br /> 57 EMERIOR FflOST DEPTH St iVPICAL INfERqR
<br /> FOUNDATION WALL FOUNDATION WALLAND
<br /> SiRUCNiUL SIAB SECTKKJ
<br /> . . ��N�, 6�, S5
<br /> Date: Aori15.2017
<br /> $Ilaete: t of 1
<br /> O COPVRIGHf HANSON OROUP.LLC 2017
<br />
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