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STRUCTURAL NOTES C �
<br /> �THESE NOTES ARE TVPICAL UNLE55 NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEE RING
<br /> CODE ��N�� E%ISTINGBUILDING 250 4TH AVE. S., SUITE 200
<br /> CONTRAC:ORSHALLVERIFYALLDIMENSIONS,MEMBERSIZESAN�CONDRIONSOFTHEEXISTINGBUILDING E�MON�S,WASHINGTON 98010
<br /> ALLMATERIALS,WORKMANSHIP,DESIGN,ANDCONSTRUCTIONSHALLCONFORMTOTHEDRAWINGS, ALLCONCRETESHNLLBEMI%ED,PftOPOkTIONED,CONVEYED,ANDPL4CEDINACCORDANCEWITHSEC710N DEPICTEDINTHEDRAWINGS,ANDNOTIFVTHESTRUC�URALENGINEEROFANVDISCREPANCIESFORP05518LE PHONE (425)778-B500
<br /> SPECIFlCATIONS,ANOTHEIMERNATIONALBUILDINGCODE�IBC�,2012EDRION.SPECIFlCATIONSANDSfANDARDS CHAPTERSOFACI318ANDTHEAMERICANCONCREfEINSfRUTE'SSPECIFICATIONSFORSTRUCTURALCONCftETE REDESIGN. FA%(425)778-5536
<br /> W HERE REFERENCE�ON THE DRAW INGS ARE TO BE THE lATEST EDITION. FOR BUILDINGS�ACI 301�.
<br /> GENERAL
<br /> DESIGN LOADS ALL CONCRETE SHALL BE STONE-AGGftEGATE CONCREfE HAVING A UNIT W E IGHT OF APPROXIMATELY 150 POUNDS
<br /> PER CUBIC FOOT. CONTRACTOR SHALL VEftIFV ALL DIMENSIONS AND CONDRIONS FOR COMPATIBILITY BEiORE PROCEEDING.ANV
<br /> DEAD LOADS: DISGREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE/RCHRECT BEFORE PftOCEEDING.
<br /> ROOF 15 PSF CONCREfE STREN6THSAT 28 DAYS(Pc)AND MIX CRITERIASHALL BE AS FOLLOWS:
<br /> FLOOR 15PSF CONTRARORSHALLBERESPONSIBLEFOftEREC�IONSTABILfTYANDTEMPORARYSHORINGASNECESS/aRYUMIL
<br /> MAXIMUM MINCEMENT MA%IMUM PERMANENTSUPPONTANDSTIFFENINGAREINSfALLED.
<br /> LIVELOADS: TYPEOFCONSTRUCiION fc WATER/CEMENT CONTENTPERCUBIC SHRINKAGESTRAIN
<br /> ROOF(SNOWLOAD) 25PSF AATIO YAND CONTRACiOR-INRIATEDCHANGESSHALLBESUBMITTEDINWRITINGTOTHEARCHITECrANDSTRUCNRAL
<br /> FLOOR 40PSF FOOTIN65 2500P51 0.55 51/25ACK N/A ENGINEERFORAPPROVALPRIORTOFABRICATIONORCONSfRURION.CHANGE55HOWNONSHOPDPAWINGS
<br /> ONLY W IlL NOT SATISFY THIS REQUIREMENT.
<br /> (LNE LOADS ARE REDUCED WHEftE PERMISSIBLE PEft IBC SECfiON 1607.10�. ALL OTHER CONC. 2500 P51 0.45 5 SACK N/A
<br /> DRAWINGS INDIUTE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDRIONS ARE NOT
<br /> STATEMENTOFSFEOALINSPERIONS THEMINIMUMAMOUNTOFCEMENTLISfEDABOVEMAYBECHANGEDIFACONCRETEPERFORMANCEMI%IS SPEQFICALLYINDICATEDBUTAftE0FA51MIlARCHARACTERTODETAIISSHOWN,51MIlARDEfAILSOF
<br /> SUBMITTE�TOTHEENGINEERANOTHEBUILDINGDEPARTMENTFORAPPROVALTWOWEEKSPRIORTOPL4QNG CONSTRUC�IONSHALLBEUSED,SUBIERTOREVIEWANDAPPROVAIBVTHEARCHITEC�ANDTHESTRURURAL �$_M. T
<br /> SPECIALINSPEC710NSAREREQIIIREDASINDICATEDINTHEFOLLOWINGTABLE.THECONTftARORSHALLSUBMITA ANVCONCRETE.THEPERFORMANCEMIXSHALLINCLUDETHEAMOUNTSOFCEMENT,FlNEANDCOARSE ENGINEER. �p�ASy�1'G
<br /> WftITTENSTATEMENTOFRE5PON51BILITYTOTHEBUIL�IN60FFlCIALANDOWNERPRIORTOCOMMENCEMENTOF AGGREGATE,WATER,ANDADMIXTURESASWELLASTHEWATER{EMENTRATIO,SWMP,CONCRETEYIELD,AND Q�6 ��, ry�,�'
<br /> WORKINACCORDANCEWITMCHAPTER1704.40FTHE18C SUBSTANTIATINGSfRENGTHDATAINACCORDANCEWiTHCHAPTER50FAC1318. �y �c
<br /> FREQUENCV AND DISTRIBUTION OF REPORTS-INSPECI'ION REPORTS SHALL BE PROVIDE�fOR EACH DAV ON SITE BV ALL CONCRETE E%POSED TO WEATNER OR TO FREEZIN6 TEMPERATURES SHALL BE AIR-EMPAINED IN ACCOR�ANCE LE G E N D �� ��
<br /> SPECIALINSPECTOR.SfftUCTURALO&SERVATIONREPORTSSHALLeEPROVI�EDAFfEREACHOBSEftVATION.ftEPORTS WRHACI318TABLE4.2.1FORMODERATEEXPOSURECONDRION. DEFINRION SYMBOL OEFINRION SVMBOL ��� �'�'
<br /> SHALLBEOISTRIBUTEDTOTHECONTRACrOR,AftCMITECr,EN61NEERANDBUIIDINGOFFICIAL '�R+�_�tTj♦
<br /> REINFONONGSTEEL DIREC�IONOF � NATIVESOIL � S`S�p�yp�,�
<br /> SFECIAL INSPERION FRAMING
<br /> REINFORCINGSTEELSHAILBEDEFORMEDBILLETSfEELCONFORMINGTO0.5TMr1615,AND5HALLBEGRP.DE60�Fy E%TENTOF IZ/OI/I5
<br /> OFERATION CONT PERIODIC REMARKS =60,ODOPSI�,UNLESSNOTEDOTHERWISE.GRADE60REINFORCINGBARSINDICATEDON�(tAWING5T08EWELDED FRAMIN6 � 6RANUL4RFlLL
<br /> SHALL CONFORM TO ASTM A706.REINFORCI NG COMPLYIN6 W fiH ASTM A615 MAV BE W ELDE D IF MATERIAL
<br /> 50115 PROPERTYREPORTSINDICATINGCONFORMANCEWRHWELDINGPROCEDUftESSPEQFIEDINAWSDI.4ARE COLUMNS � � SfRUC1UftAL5TEEL �S
<br /> EXCAVATION&FlLL X GEOTECH ENGINEER SUBMITTED.
<br /> COLUMN BEARING � �
<br /> FOUNDATIONBEARINGCAPACITVVERIFICATION X GEOTECHENGINEER WELDEDWIREFABRICSHALLCONFORMTOASTMA185.PROVIDEWELDEDWIREFABRICINSHEETSNOTftOLLS.L4P ONBEAM kflTEDSHEATHIN6
<br /> CONQtETE
<br /> W ELDED WIRE FABRIC 12"AT SIDES AND ENDS.
<br /> ADHESNEANCHORS % IFREo'o REINFORCIN65TEELSHALLBEDETAILEDINCLUDINGHOOKSANDBENDSINACCOR�ANCEWITHSP-66ANDACI BEAMCONTINUOUS SHEAftWALL SW%
<br /> 318R,L4TESTEDRIONS.UNLESSOTHERWISENOTED,REINFORCINGSPLICELENGTHSANDDEVELOPMENTLENGiHS OVERSUPPORT (SEESCHEDULE)
<br /> NOTE: SHALL BE PER SCHEDULE.
<br /> ALL ITEMS MARKED WITH AN"%"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17.SPECIAL CONCRETE WALL COW MN MARK ('b,
<br /> INSPERIONSHALLBEPERFORMEDBYAQUALIFlEDTESTINGAGENCYDESIGNATEDBYTHEOWNER.THE MECMANICALSPLICIN60FREINFORCIN68ARS,WHEREINDICATEDONTHEDRAWINGS,SHALLBEBYANICBO � (SEESCHEDULE) �
<br /> ARCHITECf,STRUCTURAL ENGINEER,AND BUILDIN6 OFFICIA�SHALL BE FURNISHED WITH COPIES OF ALL J
<br /> APPROVEDSVSTEM,SHA�LDEVELOP125%OFTHESPECIFlEDYIELDSTRENGTHOFTHEBAR,ANDSHALLBE BEARIN�STIJD ��( FOOTINGMARK a
<br /> RESULTS.ANVINSPEC�IONFAILINGTOMEEfTHEPROlECrSPECIFICATION55HALLBEIMMEDINTELYBROUGHT INSTALLEDINACCORDANCEWRHTHEMANUFACrURER'SRECOMMENDATIONS. WALL y��� (SEESCHEDULE� �O �
<br /> TOTHEATTENTIONOFTHEDESIGNTEAM. -'-" ---� � � ��-��� �- -
<br /> __
<br /> REINFORCIN65MALLBEPLACEDAN�ADEQUATELYSUPPORTEDPRIORTOPIACINGCONCREfE.WEfSEITING NON-BEARING `` HOLDOWNMARK ��� +0.1" � m
<br /> FOUNDATIONS:SPREAD FOOTINGS EMBEDDED fTEM515 NOT ALLOWE�WRHOUT PRIOR ENGINEERAPPROVAL BARS PARTIALLY EMBED�ED IN SfUD VvAll 1 S (SEE SCHEDULE) � *0.9" �'I r �
<br /> N
<br /> HARDENEDCONCRETESHALLNOTBEFlELDBENTUNLESSSODEfAILEDORAPPROVEDBYTHESTRURl1RAl gEARIN65fUD HANGERMARK II I � �
<br /> SOILSREPORT: REPORTNO: 1841-1 ENGINEER.REFERTOCHAPTER70FACI318FOftOTHERREINFOftCINGSTEELREqUIREMEMS. � X ..
<br /> PftEPAftEDBY: THEGALIIGROUP SHEAR''.NALL (SEESCHEDULE) O , � N �
<br /> CONO2ETE COVER ON REINFORONG w w
<br /> DATE�: OS/28/15 NON-BEARING FLAG NOTE � a
<br /> CONCftETE CAST A6AINST AND PERMANEMLY EXPOSED TO EAftTH: 3" STUD SHEAR WALL � (SEE PIAN NOTES) �
<br /> ALLOWABLE SOIL PftESSURE: 2000 PSF STEEL MOMEM
<br /> CONCRETE E%POSED TO EARTH AND WEATHER: �M�W��� � FftAME CONN. � +0.0" W�
<br /> LATERALEAftTH PRESSURE: #6 BARSANDIARGER 2"
<br /> r
<br /> UNRESTftAINED: 35 PCF.ANY APPLICABLE SURCHARGE IXS BARS AN�SMALLER 11/2"
<br /> RESTPAINED: SOPCF.ANYAPPLIUBLESURCHAft6E ��
<br /> PASSIVE: 300 PCF CONCREfE NOT EXPOSED TO EARTH OR WEATHER: i1BBREVIATI0N5 �
<br /> COEFFICIEMOFFRICrION: 0.40 SlA&S,WALLSANDIOISTS 3/4" (A) AgWE GLe GWE-LAMINATEDBEAM ���, Y �
<br /> COIUMNTIESORSPIRAISANDBEAMSTIftRUPS 11/2" �' �
<br /> FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12"OF COMPARE�STRUCTURAL FILLAS REQUIftED AND Ae ANCHOR eOLT HORIZ HORIZOMAL '� Q
<br /> ATLEA5T18"BELOWADIACEM�E%TERIORGRADEANVFOOTINGELEVATIONSSHOWNINTHEDftAWINGS �pNCRETEGENERALNOTES AlT ALTERNATE KP KINGPOST � �
<br /> REPRESENT MINIMUM DEPTHS AND ARE FOR BI�DIN6 ONLY.ACTl1AL FOOTING ELEVATIONS ARE SU81EC1T0 SRE
<br /> CONDITIONSANDMUSTTHEREFOftEBEESTABLISHEDBYTHECONTRACTOR.FOOTING55HALL8ECEMEREDeELOW VEATICALBARSSNFLLSTARTFROMTOPOFFOOTING.HORIZOMALBARSSHALLSfARTADISTANCEOFI/2THE ARCH ARCHITECT KSI KIPSPEftSQUAREINCH �0'9 � DESIGN: PDT
<br /> COLUMNSORWALLSABWE,UNLESSNOTE�OTHERWISE, NORMALBARSPACINGFROMTOPOFFOOTINGANDTOPOFFRAMEDSLABS.INADDITION,THERESHALLBEA � ������ ���- -- ������� �� , -��- - DRAWN: ZOS
<br /> HONRONTAL BAft AT A MA%IMUM OF 3"FROM TOP OF WALLAND BOTTOM OF FPAMED SIA&S. (B) BELOW L ANGLE +0.5' '�
<br /> IMPORTEDSfRl1C7URALFILLANDBACKFILLMATERIAL5H0ULDCONSISTOFCLEAN,WELLGRADEDGRANULAR gD BARDINMETER MECH MECHANICAL �� r0.2" ' CHECK: DMT
<br /> MATERIAL FREE OF DEBRIS OR ORGANICS WRH A MAXIMUM PARTICLE DIAMETER Of THREE INCHESAND NO MORE pqOVIDE CORNER BARS TO MATCH THE HORIZOMAL REINFORCING WRH TENSION lAP SPLICE AT EACH SIDE PER �
<br /> THAN10°hFINE5�PA551N6THEtt2WSIEVE). TABLE,ORBENDONESIDEOVERTOPROVIDETENSIONL4P. BLKG BLOCKING MF MOMENTFRAME +0.6" JOB NO: 15174.10
<br /> BM BEAM MTl MEfAL
<br /> FILLAND BACKFILL MATERIALSHOULO eE PLACED IN LEVEL LIFfS NOT EXCEEDIN6TWELVE(12"�INCHES IN LOOSE PROVIDE CONTROL OR CONSTRUC�ION JOINTS IN SLA&S ON GRADE TO BREAK UP SIAB INTO RECTANGUTARAREAS �� �� DATE: 12/02/15
<br /> THICKNESS AND COMPACiEDTO A MINIMUM OF 95%OF ITS MAXIMUM DRY DENSRV AS DETERMINED BY ASTM OF NOT MORE THAN 400 SQUARE FEET EACH.AREAS TO BE ASSQUARE AS PRACTICAL AND HAVE NO ANTE BOT BOTTOM NS NEAR SIDE �. il.l" '
<br /> TESTMETHODD1557-W. AN6LES.JOIMLOCATIONSTOBEAPPROVEDBYTHEARCHRECr. BRN6 BEARING OC ONCENTER ����� -- ---
<br /> BACKFILL BEHIND ALL REfAINING WALLS WITH WELL-DRAINING,GRANUTAR FILLAND PROVIDE FOR 5U&SURFACE p g�. ��" - �...
<br /> DRAINAGE.PROVIDEDAMPPROOFINGNTE%TERIORFACEOFALLFOUNDATIONWALLSE%POSEDTOEARTHPER A��CONSTRUC�ION101NTSSHALLBETHOROUGHLVCLEANEDANDPROPERLYPREPAREDIMMEDIATELYPRIORTO BTWN eETWEEN OPP OPPOSRE .
<br /> ARCHITEC�URALSPECIFlCATIONS. POURINGOFCONCRETE.�OWELSTEELSHALLBETHESAMESREANDSPACINGASMAINREINFORCINGDETAILED Up COMPLETEIOIMPENETRATION PL PLATE �,
<br /> BEVOND101NT. ���..
<br /> ClR CLEAR PL6 PU10E5
<br /> EXCAVATIONSANDDRAINAGEINSTALLATIONSHALLBEOBSERVEDBVASOILSENGINEERREfAINEDBYTHEOWNER. SEEARCHITECTURAL�RAWINGSANDMECHANICAlDR4WIN65FOREXACTLOCATIONSANDOIMENSIONSOF -1.0"
<br /> IFEXCAVATIONSHOWSSOILCONDfTIONSTOBEOTHERTHANTHO5EAS5UMEDABOVENOTIFYTHESTRUCTURAL CMU CONCRETEMASONftYUN1T PSI POUNDSPERSQUAREINCH
<br /> ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. OPENINGS IN CONCRETE WA�LS,FLOORS AND ROOF.UNLESS INDICATED OTHERWISE,REINFORCE AROUN� Q$,�
<br /> OPENINGSGREATERTHANI2"INEITHERDIRERIONWfTH�2)MSEACHSIDEAND�1�#Sx4'-0"DIA60NALATEACH COL COLUMN 75F POUNDSPERSQUAREFOOT �
<br /> CORNER.EXTEND BARS 2'-0"BEYOND ED6E OF OPENING.IF 2'-0"IS UNAVAILABLE,EXTEND AS FARAS POSSIBLE - t � T--- .
<br /> AN�HOOKHOOKALLREINFORCINGINTERRUPTEDBYOPENINGS. CONC CONCRETE P/7 POSTTENSIONED I I I
<br /> CONN CONNECTION PT PRESSURETREATED '.
<br /> BARS PARTIALLY EMBEDDED IN HARDENED CONCREfE SHALL NOT BE FIELD 6EM UNLE5550 DETAILED OR '
<br /> APPROVEDBVTHESTRUCTURALENGINEER. COM CONTINUOUS REINF REINFORQNG �.
<br /> COORD COORDINATE REq'0 REqUIREO . ��-"-��..
<br /> SEEARCHRECTURALDRAWINGSFORALLGROOVES,NOTCHES,CHAMFERS,FEATURESTRIPS,COLOR,TEXTUNEAND -2'3 .- W
<br /> OTHERFINISHOETAILSATALLEXPOSEDCONCREfESURFACES.PROVl�E3/4"CHAMFEftATALLCORNERSEXCEPTAS DBL DOUBLE SCHE� SCHE�ULE ���
<br /> NOTED. DEf DEfAIL SIM SIMIL4R �_ Z
<br /> DIA DIAMETEft SOG SLABONGRADE 03,. . �yJ
<br /> DIM DIMENSION ST� STANDARD -11�� ..-, Q ,^
<br /> - V!
<br /> DIR DIREC�ION STIFF STIFFENER 0.0" � �-1.2" '�; � w
<br /> EA EACH STL SfEEL ......-- W �--�
<br /> - . ..___-_._.,�.�� �
<br /> ELEV ELEVATION SYMM SYMMEfRICAL z 1„ - �' � O
<br /> __..
<br /> ES EACHSIDE SW SHEARWALL w O �
<br /> EX E%ISTING TOC TOPOFCONCREfE '�.,��. � �yJ �
<br /> EXP E%PANSION TOS TOPOFSTEEL \\ -4.0" 42 ��, Q > O� �
<br /> FLR FLOOR TOW TOP OF WALL �....- ___ W a Q
<br /> FDN FOUN�ATION TYP T'PICAL '� �... .................. . � � a �•
<br /> FTG FOOTIN6 UNO UNLESS NOTED OTHERWISE � W � �
<br /> FS FARSI�E VERT VERTICAL Z Y ~
<br /> Q
<br /> GC GENERALCOMRACTOR WF WIDEFL4NGE ��� ZZ ; m � U
<br /> O cp � �
<br /> �
<br /> _ _ � N w � �
<br /> �
<br /> SHEET:
<br /> MAIN FLOOR ELEVATIONS �
<br /> 1 SCALE: 1/4"=1'-0"
<br /> 4 a o z,o, 4,o. 8��� S1.1
<br /> � �
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