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<br /> GENERAL STRUGTURAL NOTES ;
<br /> 1. S�lE$91� 2. GEOTECHNtCAL , 5. CONCRETE REINfORCEMENT � ; .
<br /> , ;
<br /> BUILDING CODE ALL MATERtALS,WORKMANSNlP,ANQ CON5[RUCDON SHALL FOUNDATION NOTES: SUBGRADE PREPARATION, MCLUOW6 DRAINAGE. D(CAVATION, MAXIMUM REFERENCE,STANDARDS: CONCREfE REINFORGEMENT SHALL CONFORM TO ALL ' �
<br /> ' CONFORA4 TO THE DR4WIN6S, SPECIFICA170NS,AND THE INTERNATIONAL BUILDING CODE COMPACTION,AND Fll.UNG REQUIREMENTS, SHALL COMPLY WftH THE 7yp�OF CONSIRUCT10P1 COMPRESSIVE ���E WATER/CEAAENr REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICAT10N5, AND STANDARDS, IXCE�'T
<br /> QBC), 2003 EDITION,AND hIE WASHINGTON STATE DEPARTAAENT OF TRANSPORTATION RECO�iMENDAiIONS GIVEN fN THE GEOTECHNICAL RFPORT OR AS DIREC7ED BY ' STRENGTH (fc) �n� AS MODIFIED BELOW: ;
<br /> (WSDO'n STANDARD SPECIFlCATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION, TME ��'
<br /> lLLL CIP 4,000 P51 28 pAYS p.40 ACI 30t "STANDARD SPECIFlCATIONS FOR STRUCTURAL CONCREfE"
<br /> ENGL1Sff, 2006 VERS�ON. GEOTECHNICAL REPdRT REFERENCE: TO BE DEfERkIN@ ACI SP-66 'ACI DEEAIIJNG 6lANUAL" ,
<br /> • � STANDARDS: REFERENCE TO ASiM AND OTHER STANDARDS SHALL MEAN THE LATEST ACI 3t8 "BUILDING COpE REOUIREMINTS FOR STRUCTURAL CONCREfE' `
<br /> EDRION IN EFEECT ON THE BID DATE, UNLESS NOTED OTHERWISE IN THESE DOCUklENTS ADMIXTURES: P�L CONCREiE, INGLUDING SLABS ON 6R4DE, SHALL HAVE A CRSI 'PLACIN6 RflNFORCiNG BARS'
<br /> OR DESIGNATED BY 7HE GOVERNING CODE. SOIL BFARING SURFACES AND FlLL SHALL BE PREPARED IN ACCORDANCE WATER REDUCING ADMIXTURE COMPLYlNG WffH ASTM C1494 ADDEO lN CRSI 'MANUAL OF 5TANpARD PRACTICE"MSP-i
<br /> WITH THE GEOTECHNIGAL REPOR'f AN� INSPECTED BY THE PORT. ACCORDANCE WITH MANURFACNRER'S INSTRUCTIONS. CALCIl1M CHLORIDE OR WRI 'WELDED WtRE FABRIC MANUAL OF STANDARD PRACTICE"
<br /> LOADS APlD CRITERIA CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL DOCUMENTS FOR QTNER CHLORtDE AQMIXTURES SHALL NOT BE 11SID. �
<br /> GEOTECHNICAL RELATED CONSTRUCTION REQt11RMEMS AND M,qTER1ALS:
<br /> VERRCAL AND SOIL PRESSURE: IN ADDfTION T�THE SELF WEIGFfT,THE FOLLOWIN6 RECOMMENDATIONS. ALL HORIZONTAL SURFACES IXPOSED TO WEATHER SHALL CONTAIN AN � '
<br /> WERE USm FOR DESIGN: AIR-ENTRAINING AGENT COMPLYING WITH ASTM C260. THE AMOUM OF DEFORA�ED BARS....................ASTA1 A615, GRADE 60 ` '
<br /> PASSNE PRESSURE...............250 PSF (EQUNALENT FLUID PRESSURE} 3� /�NCHORAGE ENTRAlNED AIR SHALL �E 5% t t-1/2% BY VOLUME IN ACCORQANCE WITH EPDXY COAT€D DEFORMED BARS...... .ASTM A775, GRADE 60 �
<br /> ALLOWABLE BEARING PRESSURE....200Q PSF TABLE 1 OF ASTM C94 FOR MODERATE EXPOSURE. TESTS FOR NR CONTENF SMOOTIi WELDED WIRE. ............. .ASTM A185, 65 KSI YIELD
<br /> ACTNE PRESSURE................35 PSF (EQUIVALENT FLVID PRESSURE}, �'NFRAir q�L ANCHORS SHALL BE STfUNLESS STEEL UNLESS NOTED SHAI1. BE MADE AT THE DfSCHARGE END OF THE PLACING HOSE IN pEFORMED WELDED WIRE.............PSTlt A437, 70 KSI YlELp �
<br /> COEFFIGIENT OF FRICTION.........0.4 (INCLUDES FACTOR OF SAFE(Y = YES) OTHERWISE. ACCORDANCE WRH ASTM C173. ;
<br /> DEFORMm BAR ANCHORS.............ASThf A496
<br /> Qg=250 PSF.(TRAFFIC POST-INSfALLED ANCHORS SFiALL BE iNSTALLED PER MANUFACTURER'S WATE CEMENS R4710 SHALL 8E MFASURED BY WEIGHT AND BE BASED ON nE WIRE.............._...........16-t/2 GAtlGE OR HE4VIER, BIACK ANNEAL:ED'
<br /> SURCHARGE) ICBO/ICC lN�UCTIONS AND NOTED IC80-ES REPORTS. SUBSTRUTES TOTAL CEMENTffiOUS MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH
<br /> BAR SUPPORTS......................CONFQRM TO CHAPTER 3, CRSI M5P-7 �
<br /> PROPOSED BY CONTRACTOR SNALL BE SUBMITfED FOR REVIEW WtTff � F1Y ASH AND SILICA FUME. • .
<br /> j-T'�-- wA� ICBp-ES REPORTS INDICATtNG EOUIVALENT OR GREA'fER LOAD CAPAClTIESr REINFORCtNC� STEEL SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WCi'H CRSI
<br /> ANCHORS SHALL BE THE FOLLOWIN6 TYPES OR AN APPROVED EQUAL• MAXIMUM AGGREGATE�SZE SHALL BE 1-t/2",BUT NOT MORE THAN 3/4 MSP-1. REINFORClNG STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACt SP-66.
<br /> TiMES THE CLEAR DtSTANCE BEfWEEN RFJNFORCING BARS, NpR t/5 TIMES NO BENDING OR STRAIGHTENING OF RE{NFORCEMENT WILL BE PERMITTED AFTER
<br /> = EXPANSION ANCHORS INTO CONCREfE SHALL BE HILT{ "KWIK BOLT II" THE NARROWEST DIMENSION BEf1ME€N SIDES OF FORMS. MAXIMUlA pqRT1AL EMBEDMENT iN CONCRE7E.
<br /> (ER-4627), POWERS POWER-BOLT ON POWER STUD (ER-5225), StMPSON AGGRE6ATE SIZE FOR SLABS ON GRADE SHAIL BE 1/3 T1MES THE SFAB
<br /> WEDGE-ALL (ER-3631), OR ffW TRUBOLT WEDGE (ER-1372). DCPANSION THICKNESS. tAP ALL CAM1lTiNUOUS REINFORCEMENT fN ACCORDANCE WITH REINFORCEMENT SPUCE'
<br /> �_���_ ANCHORS SHALL NOT BE USED AS SUBSTfNTES FOR ANCHORS CAST-IN AND DEVELOPMENT LENGTkf SCHEDULE, SHEEf S3.1. LAP SPLICES. IN ALL PILE CAPS.
<br /> UNLESS APPROVE� BY THE ENGINEER. SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DEfERMINED BY DFApMAN AND GRADE BEAAI SHALL BE CL4SS B. PROVIDE CORNER BARS AT ALL PILE
<br /> 6H 0.27Gs UNDERCUT ANCHORS SHALL BE COVERT DUC (ER-4846) OR HILTI HDA COM'RACTOR AND SUPPUER, AND INCLUDED IN MtX DESIGN SUBMITTALS. CAP INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE EITHER; (1) A MINtMUM :
<br /> ACTNE ACTIVE TRAFFiC AC11VE EARTH PASSIVE EARTH PROPOSED SLUMP SHALL BE ACCEPTED BY ENGINEER PRIOR TO CONCREfE OF ONE CROSS WIRE SPACING PLUS 2 INCHES. OR (2) 8 WCHES, WHICHEVER tS ;
<br /> SEISMIC SURCHARGE PRESSURE PRESSURE (ER-5608). PLACEMENT. FIELD MEASURED SIUMP SHALI CONFORM TO SUBMt1TED GREATER.
<br /> PRESSURE PRESSURE ADHESHIVE ANCHORS SHALL BE HtLTI HIT HY-150 (ER-5193). CONCREfE M{X DESIGN. SLUMP SHALL CONFORM TO ASTM C94. WE�Id OR TA K W IN OF REINFORClNG BARS pUTSIDE OF PIASTlC HINGE
<br /> SUBMI'FTAL9 SHALL BE SUBMITTED FOR_REYIEW PRIOR TO PABRICATION OR EMBEDDED ITEMS: CONDUIT AND SLEEVES SHAtL NOT BE.EMBEDDED IN OR REGIONS FO OTHER BARS OR PLATES, AN6LES, ETC. IS PROHIBITED, D(CEPT WHERE '
<br /> NO R�NFORCING BARS SHALL BE CUT TO (NSTALL ANCHORS. ALL DEFECTNE
<br /> CONSfFtUCTION IN ACCORDANCE W!'iN THE SPECIFICATiONS. PASS THROUGH CONCREfE WfiHOUT APPROVAL ALUMINUM ITEMS SHALL NOT SPECIFlCALLY APAROVED. WHERE WELDING IS APPROVEO, IT SHALL 9E pONE BY :
<br /> ANCHOR HOLES SHALI BE GROUTED WITH EPDXY ADHESIVE AND A NEW HOLE BE EMBEDDED IN CONCREfE. SUBMR CONDUIT lAYOUT AND EMBEDDED ITEM AWS/WABO CERTIFlED WELDERS USING E9018 ELECTRODES. WELDING PROCEDURES :
<br /> COMRACTOR SHALL REVIEW AND STAMP SUBMffTALS PRIOR TO SUBMISSION. DR{LLED A MINIMUM QF 3 BOLT DIAMEfERS AWAY. PLANS FOR REVtEW PRIOR TO PCACING CONCRETE. SHALL COMPLY WI1N qWS-D1.4. ' �
<br /> IF SHOP DRAWIN6S DIFFER FROM DESIGN SHOWN ON STRUCTURAL DR4WINGS EPDXY-GROUTED ITEMS: THREADEp ROD OR REINFORCING BAR TO CONCREfE '
<br /> THEY SHALL BE SEALED BY THE WASHING70N STATE REGISTERED BONDIN6 AGENT SHALL BE "CONCRESIVE 1090 UQUID" BY MASTER BUIIDERS, MECHANfCAL SPLJCWG OF REINFORCING STEEL BARS SHALL BE'FHE FOLLOW�NG
<br /> PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN. DIMENSIONS AAtD SHALL BE HILTI HY-150 (ER-5193). INSTALL PER MANUFACTURER'S INC., OR APPROVED EQUAL, AND SHALL BE USED WHERE NEW CONCREfE tS SYSTEMS, AND SHALL DEVELOP A MINIMUM OF 125% OF THE SPECIFlED YIELp
<br /> WANTfT1E5 ARE CONTRACTOR'S RESPONSIBILfTY AND WILL NOT BE REVIEWEO. �NSTRUCTIONS. PLACED AGAINST DCISi1NG CONCREfE. PLACE IN ACCORDANCE WfTH STRENGTH OF THE BARS:
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PtACED PRIOR TO MANUEACTURER'S tNSTRUCTIONS, WCLUDING PREPARATION OF DCISTING
<br /> POWER DRNE PlNS AND OTHER ACTUA7Et� FASTENERS SHALL BE I1W LEM(ON {ER-3967), DAYCON/RICHMOND (ER-4028), OR BPI (ER-3848)
<br /> RECEIPT OF SUBMfITAL CONTRACTOR SHALL ALLOW A MINIMUM OF 10 Rp,MSET/RED HEAD LOW VELOCITY iYPE (SERIES 1500, 0.14" DIAMEtER SURFACES. i
<br /> WORK(NG DAYS FOR REVFEW PER SPECIFICATION. UNLESS NOTED OTHERWISE). OR AN APPROVED EQUIVALENT IN SFRENGTH qND MECHANICAL SPLICES SHAtl BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND i
<br /> EMBEDMEM. WSTALL PER MANUFACTURER'S INSTRUCTIONS ANp ICBO NON-SHRINK GROUT SHALL BE ."CON5TRUCTION GROUT' BY MASTER BUILDERS, NOTED ICC-ES REPORTS.
<br /> SPECIAL INSPECTION, PER IBC SECTIONS t�04 AND 1707. SHALL BE INC., OR APPROVED EQUAL, AND SHALL'BE MIXED AND PLACED IN ACCORDANCE � '
<br /> P€RFORMED BY A TESTING AGENCY ACCEPTABLE TO THE BUILDING OFFlCIA! ER-t639. MINIMUM EMBEDMENT tN CONCREfE SHAIL BE 1" UNLESS NOTED u/tTH MANUFACTURER'S INSTRUCTIONS. GROUT STENGTH SHALI BE AT LEAST CONCRETE COVER: UNLESS NOTED 07HERWISE, MINIMUM COVER FOR REtNFORCINCs :
<br /> FOR THE FOLLOWING: OTHERWISE. MNNTAfN 3" MINIMUM TO NEAREST CONCRETE EDGE. EQUAL TO THE MATER{AL ON WHICH Cf IS PLACED (3,000 PSI MINIMUM). SHALL BE II
<br /> CONCREfE REINFORCING MATERIALS, CONCRETE REINFORCING PLACEMENT, CONCRETE SCREW ANCHORS SHAII BE RW TAPCON CONCRETE ANCHORS wa-�-�•-����-.••� -•••-�...-......3'BOTfOM OF FfG, t t/2"TOP AND FORMED:SIDES . '
<br /> CONCRETE MIX DESiCN, CONCREfE PLP.CEMENT, CONCRETE CURING, AND FORM CAMBERc CONCREIE FORMWORK SHALL HAVE BUtLT-IN CAMBER TQ COMPENSATE i
<br /> ANY fTEMS EMBEDDED fN CONCRETE. (ER-3370). FOR FORM SAG UNDER WEf CONCRE7E iE14'�. IN ADDITtON TO 5[RUCNRAL CAMBER CONSTRUCTfON G OT XTI F FOR ND R ROUND FlLTRATION• SHALL BE MODERA7E'. .
<br /> NOTED ON DRAW{N6S, ONE-I�AY SUBS SHALL BE CAMBfRED i/1000 OF THE SPAN, SURVIVABILITY, CLASS C, IN ACCORDANCE WITH WSDOT STD SPECIFlCATION SECTION_ '
<br /> STRUCTURAL OBSERVATIbN SHALL BE PERFORMED PER IBC 7709. ALUMINUM fTEMS WILL NOT BE ALLOWED TO BE EMBEDDED IN70 CONCRETE. UNLESS NOTED OTHERWISE. 9-33.2
<br /> EXIST�NG CONDf110NS: CONTR4CTOR SHALL VERIFY ALL IXt5TING DIMENSIONS. CONSTRUCTION JOIMS IN WALL.iHALL BE KEYED IN ACCORDANCE W(Ri'[YPICAL
<br /> MEMBER SIZES, AND CONDRIONS PRIOR TO COMMENCING ANY WORK. ALL 4. CONCRET.E CONSTRUC110N JOINT DEfNLS SNOWN ON DR4WINGS.
<br /> DIMENSfONS OF IXISTING CONSTf2UC710N SHOWN ON THE DR4WINGS ARE . �
<br /> INTENDED AS GUIDEUNES ONLY AND MUST BE VERIFlED. IXISTING CONDlTIONS REFERENCE STANDARDS: CONCREfE WORK SHALL CQNFORM TO ALL SUBM{T CONSTRUCTION JOINT,LAYOUf PIAN FOR REVIEW PRIOR TO PLACING
<br /> SNOWN ON DR4WINGS ARE BASED EITkiER ON StTE OBSERYATIONS, ORIGINAL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, IXCEPT AS MODIFIEp BELOW: CONCREf'E.
<br /> DRAWWGS, OR WERE ASSUMED BASED ON D(PECTED CONDRIONS. IF �
<br /> IXISfING CONDITIONS DO NOT MATCH CONDfIIONS SHOWM ON DRAWINGS, OR IF ACI 301 "STANpARD SPECIFlCATlONS FOR STRUCiURAL CONCRECE" COORDINA770N: SEE ARCHITECT, CIVIL ANQ ELECTRICAL DR4WiNGS FOR SIZE AND
<br /> pCISTfNG MATERIALS ARE OF QUES710NP8LE OR SUB5TANDARD QUALfTY, NOTIFY ACI 318 "BUILDW6 CODE REQUIREMENTS FOR SfRUC1URAL CONCREfE" LOCATION OF M�SCELtANEOUS PEN�R4TIONS THROUGH.CONCRECE CONSTRUCTION.
<br /> THE POR7 PRIOR TO CQMMENCING ANY WORK. qq 3p4 'GUIDE FOR MEASURIN6, MIXING.TRANSPORTING,AND PLACING SEE tANDSCAPE ARCHFfECT DRAWINGS FOR ALL SLAB ANp WlaLL JOINT LOCATIONS,
<br /> CONTRACTOR RESPONSIBtLIT1ES: DRAWINGS REPRESENT DESIGN OF STRUCTURE ��R�� BROOVES, NOTCHES, CHAMFERS, FEATURE SfRIPS, COLOR, T�XTURE, AND OTHER
<br /> IN COMPLEfED FORM. CONTRACTOR SHALL BE RESPONSIBLE FOR ME7HODS, ACI 311 "GUIDE FOR CONCREtE INSPECTION" FlNISH DETAILS AT EXPOSED CONCREfE SURFACES. "
<br /> SEQUENCES, AND SITE SAFETY PRECAUTIONS REQUIRED TO PERFORM WORK. ACI SP-15Y 'FlELD REFERENCE MANUAL"
<br /> COMRAC70R SHAII PROVIDE TEMPORARY SHORIN� AND BRACING QF ALL + A COPY SHALL 8E KEPT IN TIiE CONTRACTOR'S FIELD OFFlCE AT ALL TIMES. ' .
<br /> STRUCTIfRAL MEMBERS, DCISiING CONSTRUCTIDN, AND SOIL IXCAVATION AS
<br /> REQUIRED. SHORING AND BR4CING SHALL NOT BE REMOVED UNTIL ALL .M9IER�AL$:
<br /> FlNAL CONNECTIONS HAVE BEEN COMPLEfED IN ACCORQANCE_WfTH THE �� ASTM C750, C595 � �
<br /> 3 DRAWINGS. AND MATERIAIS HAVE ACHIEVED DESIGN STRENGTH. * AGGREGATES ..................................ASTM C33 i
<br /> 'O DISCREP:4NCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, ADMIXNRES...................................ASTM C260, C494 AND G7017 �
<br /> k SPECIFlCATIONS, REFERENCE STANDARDS, OR GOVERNtNf� CODE, THE MORE **FLY ASH ....................................:ASTM C618, CLASS F OR.C � -' """""-"' """ �
<br /> � STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHAl1 NOTIFY THE �''L�i6�I$ APP�OVED ��
<br /> ,� PORT OF DISCREPANCIES AND OBTAIN DIRECfION PRIOR TO PROCEEDING. r A6GRE6ATE$THAT DCHIB(T OELEfEW0U5 ACTIVITY WHEN EVALUATED !N, QCT 0 4
<br /> NOTES ON INDNIDUAL STRUCTURAL DRAW4NG5 SHALL TAKE PRIORCfY OVER �S
<br /> � GENERAL STRUCTURAL NOFES. NOTED DIMENSIONS TAICE PRECEDENCE OVER /�CCORDANCE WITH ASTM C33 APPEryDp( XI SHAL!NOT 8E USm. SAND e�.�c senvlces � DATE
<br /> � SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. EQUNALENT FOR FlNE AGGREGATE SHALL NOT IXCEED 75�. Po�vnarateqi,uTs•
<br /> UTI� 5 DfiAINNGE .
<br /> � SPECIFlCATiONS: REFER TO SPECIFlCA710NS FOR INFORMAl10N IN ADDI710N T0.THESE `*MAXIMUM LOSS ON 16NtTlON SHAI.L BE 19. ..P�a�a�owrs aew�.�s AEomAeo owoA,
<br /> TO STAqTING ANY CANSiPUCTK)N ON T.HH:
<br /> ,� NOTES AND DRAWINGS. I INEEfl pqp��T.APPPOYhI FOH THIS APQIEC�T!4j
<br /> � S�Q[4G$QE SHALL BE PROPORTIONED TO ACHIEVE A WORKABlE MIX THAT CAN BE PIACFD wND1TIONnt PE GURwEmr STANO0.POS,
<br /> % LANDSCAPE ARCHffECT AND CML• REFER TO fANDSCAPE ARCHfFECT AND CML DR4WINGS WCTkiOUT SEGREGA170N OR D(CESS FREE SURFACE WATER. MIX DESIGNS SHALL BE auoex6lh���UNLE$SPEH�!1'.�
<br /> `* �-,_._...:..:.:.. �;.:.,.�..,.
<br /> o FOR FASCIA, 5fAIR5, CURBS, DRAINS, RHILINGS, OTHER U7ILITIES, FlNISHE$AND 0T}tER SUBtdILfED FOR RkIREW PRIOR TO USE. COMPLY WITH IBC SECTION 1905. MtXES SHALL
<br /> j DETNLS AND DIMENSIONS NOT SHOWN. MEEf OR IXCEED FACH OF THE FOLLOWLN6 CRITERIA ; .
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<br /> - � . PROJECT ENGINEER: SCALE �O R T �4 F �E V E R E T T � °"'�. "o. � � ' � �
<br /> a � • • � Q�P'��•'y b B. MOON AS NOTEd
<br /> � PO�O =� °�'G"E°� °"'� NORTH MQRINA REDEVELQPMENT S;0.1
<br /> L. LUM ' AUGUST 4, 20G� CIP N0.
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<br /> APPROVED BY: .
<br /> o � (425) 259-3764 � ocaiaES G �f O$� � �
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