|
)RDER OF �T�U(`TwRA| NOTES
<br />.^�
<br />PRECEDENCE
<br />IN CASE OF DISCREPANCIES IN CONSTRUCTION DOCUK0ENT8 THE DRAWINGS SHALL
<br />CONTROL OVER THE STRUCTURAL NOTES AND ANYOTHER VVROTEN
<br />SPECIFICATIONS. THE STRUCTURAL NOTES SHALL CONTROL OVER ANY OTHER
<br />WRITTEN SPEC |F|CATiONG,
<br />��0|�^yl�Q^rl������JRA
<br />�����T���� -�`�`~'-~�'-'~~~~�^-~',.^,,~~.~~,,.~
<br />A. -DESIGN CODES
<br />1) VVASH|NGTONSTATE BUILDING CODE BASED ONTHE 2O15IBC
<br />2)ADDITIONAL REGULATIONS: STATE DFVVASH|NGTONOCCUPATIONAL
<br />SAFETY AND HEALTH ACT.
<br />B. OCCUPANCY AND CONSTRUCTION RE.QU,I.R_EMENTS
<br />C.
<br />1)LATERALLOADS
<br />a) SEISMIC
<br />i)8E|GK8|CIMPORTANCE FACTOR, li�=1.0
<br />2)SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, |p=1.O
<br />3)MAPPED SPECTRAL RESPONSE ACCELERATION PARANETERS-,
<br />0a= 1.448
<br />G1= 0,558
<br />4)SITE CLASS: D
<br />5)DBS|GNSPECTRAL RESPONSE ACCELERAT|(}NPARAMETERS:
<br />8os= 0.Q834
<br />@b�= U558
<br />6)GBGK4|CDESIGN CATEG(}RY:D
<br />7)ANALYSIS PROCEDURES USED: EQUIVALENT STATIC FORCE PROCEDURE
<br />2)GRAVITY LOADS
<br />a)GROUND FL0DR L|VELOAU=5OOPGP
<br />MiV1S^ON 1: GENERAL REQUiR[H-K8ENTZ;
<br />A. GENEFRAL
<br />1) THESE DRAWINGS HAVE BEEN PREPARED SOLELY FORUSE |NTHE
<br />CONSTRUCT|ONUFTHEPROJECT LOCATED |NEVERE[T.VVASH|NBTL)N
<br />POSSESSION OFTHESE DRAWINGS DOES NOT GRANTL|CENSET000NSTRUCT
<br />OR FABRICATE THE WHOLE OR PARTS OF THIS PROJECT IN OTHER LOCATIONS.
<br />B. COORDINATION
<br />1) COORD|NATEVVC)RKiNSUCH /\IMANNERASTOMINIMIZE IMPACT ON! FACILITY
<br />OPERATIONS.
<br />2) COORDINATE WORK OF OTHER GRAFTS HAVING INTERDEPENDENT
<br />RESPONSIBILITIES FOR INSTALLING, CDNNECT|WGTO. AND PLACING |N SERVICE
<br />MATERIALS AND EOU|PK8ENT,
<br />3) FIELD VERIFY ALL EXISTING ELEVATIONS AND DIMENSIONS SHOWN UNTHE
<br />DRAWINGS BEFORE PR0CEED|NGWITH THE WORK. IMMEDIATELY REPORT ANY
<br />DEV!AJ0NSTDTHE OWNER AND ENGINEER.
<br />C, CON STRU CTI Oi`,l METHODS AND PROJECT SAFETY
<br />1) THE CON TRACT QRAVVNGGANDSPBC|F|CAT|ON8�EPHEGENTTHEFINISHED
<br />STRUCTURE AND DDNOT INDICATE fill. THUDG'PROCEDURES DRSEQUENCE OF
<br />CONSTRUCTION. THE STRUCTURE(G)AND ALL OFITS PARTS MUST BE
<br />ADEQUATELY BRACED AGAINST VNNDAND LATERALEARTH AND SEISMIC
<br />FORCES UNTIL THE PER K8ANENTLATERAL FORCE RES|ST|NGSYSTEMS HAVE
<br />BEEN CONSTRUCTED AND ALLATTACHMENTSAND C{)NNECT|ONBNECESSARY
<br />FOR THE8TA0L|TYUFTHEsTRUCTURE(S)AND |TGPARTS HAVE BEEN MADE.
<br />THE OVVNERAND ENG|NEERSHALL. NDT8ERESPONSIBLE FOR ENFORCING
<br />SAFETY REGULATIONS. THE CDNTRACTDRGHALLDESIGN, CONSTRUCT, AND
<br />MAINTAIN ALL8AFETfDEVICES, CONSTRUCTION MATERIALS GHALL8EEVENLY
<br />DISTRIBUTED }FPLACED DNFRAMED FLOORS 0RROOFS. LOAD@8HALLNOT
<br />EXCEED ALLOWABLE LOADING FOR THEGUPPORT|0BIMEMBERSgR-THEIR
<br />CONNECTIONS. THE CONTRACTORS C[)N8TRUCT|ONAND/ORERECT|ON
<br />SEOUENCESHALL TAKEINTO C0N�|OERAJ|0N-THE EFFECTS OFT HER K8AL
<br />MOVEMENTS Of" THE STRUCTU�EDURING THECONSTRUCTION PERIOD,
<br />2)THECDNTRAOT0RSHALLCONFORk8TOALL FACILITY SAFETY REGULATIONS
<br />ANDREClU|REKAENT8.
<br />D.fKjB IV] TTALS
<br />1)8UBM|TTALPROCEDURES
<br />o)IDENTIFY PROJECT CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIER.
<br />b) ALL 8UB&i|TlAL8SHALL BEPROVIDED |NPOFFDRNIAT. SUBKJ|TTALBGHALL
<br />BERETURNED |NPDFFORK8ATVIA EMAIL QRPROJECT VVEBB|TE.
<br />o) ALLOW FIVE (5)VVORNNBDAYS M|N|K8UMFOR REVIEW AND 'RETURN OF
<br />SUBk11iTTAL8. PRODUCT PURCHAGE/R4BR|CAT|0NSHALLNOTCOM0ENCE
<br />UNTIL SUBMITTALS ARE RETURNED.
<br />d)SHOP DR/VW|NGB:ALLSHOP DRAWINGS SHALL BEPREPARED ON
<br />ELECTRONIC MEDIA. ANY REV|B|0NBTOTHE DRAWINGS SHALL BECLOUDED
<br />ANDKXARKEDWITH REVISION NUMBERS.
<br />ea) ALL GUBK8|TlALBSHALL BEREV|EVVED.APPROVED AND |N|T|ALEUBYTHE
<br />SUPPL|ER/DETAILERAND BYTHE CONTRACTOR PRIOR TOSUBMITTING FOR
<br />REVIEW BYTHEENGINEER. ANY SUBMITTALS NOT REVIEWED, APPROVED
<br />AND INITIALED BYTHE o�UPPL|ER/DETA|LERAWDCONTRACTOR SHALL BE
<br />RETURNED WITHOUT REVIEW.
<br />2) SCHEDULE DFSUBMITTALS:
<br />a) 8HOPDP/NVV|N(�G
<br />1)CONCRETE RE|0F(DRC|NG STEEL
<br />2)STRUCTURAL. STEEL
<br />b) PRODUCT DAT A
<br />1)CONCRETE MIX DESIGN
<br />2)CONCRETE REINFORCING MILL TEST REPORTS
<br />o) TESTING AND INSPECTION REPORTS
<br />d)WELDER CERTIFICATES
<br />E. QUALITY CONTROL
<br />1) CO,MPLY�VffH8PEC|F|B} PP. CQECT8TANDARDGAGAM|N|MUM FOR OUAL|Tf
<br />FOR THE WORK. EXCEPT WHERE THE DRAVVNG8, CODE TOLERANCES, DR
<br />SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS ORMORE PRECISE
<br />VVORKKXAN SH|P.
<br />2)CONTRACTOR SHALL BES[)LELYRE8pONS|BLEFOR CORRECT|NIG ALLS|TE
<br />CONDITIONS CAUSED BYCONSTRUCTION ACT|NT|ES.
<br />5) PROTECTALL E@ST|NGAND NEW UT|L|T|E8. GTRUCTURE8ANUEQU|PK8ENT
<br />FROM DAMAGE.
<br />4) CONSTRUCT ALL ITEMS AND COMPONENTS IN FULL ACCORDANCE VV|TH THE
<br />DR/VVNGSAND SPEC'|FiCAT|(]NB. ANYVAR|ANCE MUST HAVE WRITTEN
<br />APPROVAL BYTHE ENGINEER PRIOR TO CONSTRUCTION.
<br />G) UNLESS OTHERVV|@ENOTED, ALL NEW WORK 8HALLMATCH EX|8T|NG|N LINE
<br />AWDELEVATION. GHOULDTHEgELINES AND ELEVATIONS CONFLICT VV|THTHE
<br />LINES AND ELEVATIONS SHOWN ON THE DR/AN|NGG, CONTACT THE OVV0ERAND
<br />ENGINEER IMMEDIATELY.
<br />FT TING AND INSPECTION
<br />1) �PECh4LiN�PECT|ON |B REQUIRED PER CHAPTER 17 OFTHE CODE AND LOCAL
<br />AMIENON,IENTSANDX}R REQU|REKXENT,
<br />2) THE' OWNER (]R REB|GTEREDDE8|SN PR{)FE8S|ONAL|N BESP0N8|DLECHARGE
<br />ACTING AS THE OWNERS AGENT SHALL EMPLOY ALL SPECIAL INSPECTION
<br />SERVICES AND ALL REQUIRED MATER|ALTEGT|NG SERVICES.
<br />3) ALL INSPECTIONS ARE TO BE PERFORMED BY AN APPROVED AGENCY
<br />REGULARLY ENGAGED IN CONDU�T|NGTESTSOR FURN|SH|NG|NSPE�T|0N
<br />SERVICES AND APPROVED BYTHE b](IALBUILDING OFFICIAL.
<br />4) PRIOR -TO 'THE BEGINNING OF CQNSTRUCT|ON, THE OWNER SHALL CALLA
<br />PRE-CON8TRUCT0W MEETING WITH THE OWNER, ENB0EER, BUILDING
<br />OFFICIAL, CONTRAICTQRAND SPECIAL |NGPECT[)R(G)TQREV|EVVTHEGPEQAL
<br />INSPECTION REClU|REK8ENTS.
<br />5) DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUTARE NOT LIMITED TDl
<br />a) ACKNOWLEDGE -THE SPECIAL INSPECTION PROGRA@ANDTHE SPECIAL
<br />INSPECTION AND -TESTING AGREEIMENTPROVIDED BYTHE LOCAL BU|LOiN('_�
<br />OFFICIAL.
<br />b) NOTIFY CONTRACTOR PERSONNEL OF PRESENCE ATTHEJOB SITE.
<br />o) OBSERVE AND C[)NF|RNI THATTHENORKRE0U|R|NG SPECIAL INSPECTION IS
<br />|N C,0NF[)RKJANCEWITH THE APPRDVEO CONsTRUCT|QN DOCUMENTS11-AWD
<br />APPL{CABLEVVORKKIIANSH|P PROVISIONS OF THE CODE.
<br />d) IDENTIFY NUN^C'ONF[)R@|NBVVDRK. ALL DISCREPANCIES SHALL BE
<br />8RDUGHTTOTHE |MMED|ATEATTENT}ON UFTHE CDNTRAI"TDR FOR
<br />CORRECTION, THEN IF UNCDRRECTEO. T0THE [WNERAND ENGINEER.
<br />e) FURN/8H|NB |NGPECT|ON REPORTS FOR EACH INSPECTION T{JTHE
<br />C{)NTRACTOR, OWNER, ENGINEER AND ANY OTHER DESIGNATED PARTIES IN
<br />AT>KXELY MANNER AS ESTABL|�HEQATTHE PRE-CON8TRUCT|0N MEETING.
<br />REPORTQ SHALL INCLUDE: DESCR|PT|ON OF INSPECTIONS AND LOCATIONS;
<br />L|�T 8)OF NON -CONFORMING ITEMS BROUGHT TDTHE CONTRACTORS
<br />ATTENTION,- HOVVNON-CONFORMING |TE0GVVERE RESOLVED; L|8T(Q)OF
<br />UNRESOLVED ITEMS.
<br />f} L|ST CHANGES INVOLVING THEWORK RE{lU|R|NGSPECIAL INSPECTION THAT
<br />YVEREAUTHOR|ZEQ BYTHE ENGINEER.
<br />g) GUBm|TAF|NAL REP(DIRT 8TAF|NBVVHETHER THEVVDRK RE[JU|R|WG GPECJAL
<br />INSPECTION WAS, -TO THE BEST OF THE SPECIAL. INSPECTOR'S KNOWLEDGE,
<br />IN COMF0RK8ANCEtV|TH THE APPROVED C"ON0TRUCTiQN DC)CUK8ENTBA0D
<br />APPLICABLE WORKMANSHIP PRQV|G|[}N8 OF -THE CODE. VVDRR NOT IN
<br />CON FOR MANCE' UNRESOLVED |TEK8G OR ANY DISCREPANCY IN INSPECTION
<br />COVERAGE SHALL BE 0PEC|F|CALLY ITEMIZED IN THE FINAL REPORT.
<br />8) �UT|E� QF THE CONTRACTOR INCLUDE BUTARE NOT L|K�|TEDTD:
<br />o) PROVIDE THE OWNER, ENGINEER AND SPECIAL INSPECTOR AGCHEDULE C)F
<br />\Nl RK PR|0R TOTHE START OF CONSTRUCTION.
<br />b) COMPLETE ALL WORK IN CONFORMANCE WITH THEAPPRQVED
<br />CONSTRUCTION DQCUINIEWTG
<br />o) NOT|FYTHE SPECIAL !NSPECT0RVVHEN THE PHASE OFWORK REQUIRING
<br />SPECIAL INSPECTION |@TO BEGIN, AND PROVIDE ADEQUATE NUT|OE -30
<br />THATTHEE SPECIAL INSPECTOR HAS TiMIE TO BECOME FAK8|L|ARVNTH THE
<br />WORK TO BE |NsPECTED. AND ARRAGGEAN |NSPECT|ON SCHEDULE TO
<br />COINCIDE VV!THTHE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL
<br />PROVIDE KA|N<K8Uk4 QF24 HOURS ADVANCED NOTICE TO THE SPECIAL
<br />|NGPECT{}R FORVVORKREQU|R/NG |NSPE(,T|ONANDTEQT|NG.
<br />d)NOT|FYTHEBUILDING OFF |C|AL).NHENTHEPHASE 0FWORK REQUIRING
<br />INSPECTION BY THE BUILDING OFFICIAL AS DESCRIBED IN £ECT|[)N i1O OF
<br />THE CODE |GREADY FON |NGPECT|ON. PROVIDE AMINIMUM 24 HOURS
<br />ADVANCE "NOTICE TOTHE BUiLD|NGOFF|CIAL.
<br />o) ENSURE THAT ALL V*3RKREQUIRING 0PEC|AL |NGPECT|(]N SHALL REMAIN
<br />ACCE' 8|BLEAND EXPOSED UNTIL ITHAS BEEN OBSERVED AND |ND|C/A'ED
<br />TO BE IN CONFORMANCE WITH THE SPECIAL INSPECTOR ANDAPPRDVED BY
<br />THE BUILDING OFFICIAL.., THECONTRA�T{)RGHALLPRDV|DE.kIEANG{)F
<br />ACCESS T[)VV0RK REClU|R!NBBPECC|AL INSPECTION, 1NCLUD11",IG BUT NOT
<br />LIMITED TO, CRANE SERVICE AND TEMPORARY PLATFORMS.
<br />fil PROV|OETHE 8PECL4L INSPECT ORWITH ACCESS POAPPROVED
<br />CONSTRUCTION D0CUK8ENT8AJTHE JOB 8|TE�
<br />Q) MAINTAIN ATTHE JOB' S|TE COPIES OFALL. REPORTS SUBMITTED BY THE
<br />SPEC|AL |NSPECTDF�.
<br />h) CORRECT ALL NON -CONFORM |NBWORK.
<br />i) |NADDITION TOTHE_ ABOVE, THECONTRACTOR SHALL SUBMIT AWRITTEN
<br />�T/�-EK4ENT0FRE8PDNB|B|L|TYT[}THE 8U|LD|NGOFFICIAL ANDTHE
<br />OWNER PRIOR T000hXMENQNGVVO)RK.THE�DNTRACTORSSTATEMENT DF
<br />RESPONSIBILITY SHALL INCLUDE A-CKNQVVLED(3[VlE�TUFAVV/_-%DENE8S OF
<br />THE SPECIAL REQUIREMENTS CONTAINED IN -THE STATEMENT [)F SPECIAL.
<br />|NSPECT|QNIC1
<br />T) DEFINITIONS
<br />a) CONTINUOUS INSPECTION MEANS THATTHE SPECIAL INSPECTOR |G
<br />PREOENTATALLT|&4EGOBSERVING ANOC{JNFIRMiNGTHAT -THE WORK
<br />REQUIRING SPECIAL INSPECTION |� IN CONFORMANCE WITH THE APPROVED
<br />CONSTRUCTION DDr,UWENTS.
<br />b) PERIODIC INSPECTION MEANS THATTHE SPECIAL INSPECTOR IS PRESENT
<br />R4RTT|KXE. {)RATT|KAE |NTERVAL8' AS NECESSARY TOOBSERVE- AND
<br />C{JNF|RNI THATTHEVVORK REQUIRING SPECIAL INSPECTION IS IN
<br />CONFORMANCE VNTH THEApPROVED COMBTRUC"T|ON DOCUMENTS.
<br />O) WORK RE(]U|R|0(3@PEC|AL INSPECTION
<br />u) WORK REQUIRING SPECIAL INSPECTION IS LISTED WITHIN THE TABLES OF
<br />REQUIRED SPECIAL |N2PEC'T|(}NATTHE END OF THE GENERAL NOTES.
<br />b) IT IS INTENDED THAT -THE TABLES OF REOU|RED SPECIAL INSPECTION
<br />DEFINE ALL }MSPECT!OWS' REQUIRED BY CHAPTER 17 OF THE CODE. THE
<br />SPECIAL.. |NSPECTOR GHALL NOTIFYTHE ENGINEER DFANY REQUIRED
<br />|N8PECT|ONQTHATK8AY HAVE BEEN {)NI|TTED FRQ&i THETABLES.
<br />[)>V1��i(�N �' �i-~� �k���
<br />��`��'�''��'^�� ^�^�'^,
<br />A. Sin: CONDITIONS
<br />1) THE COWTRACTDRSHALL BECOME FAMILIAR WITH THESITE CON0T|ONG.
<br />B. MATERIALS
<br />1) @T�UCTURALF|LL:CLEAN, FREE-DRA|N|NG'VVELL-GRADEO.CRUSHED ROCK
<br />WITH ALL 0ATER|ALP4�8iN(�THE1|NCH2|E�EXNDNOTK8DRETHAN596
<br />PASSING THE NUMBER 2UOSIEVE.
<br />2)FLOVVABLECONTROL DENSITY FILL (FCOF):FLC*VABLE'SELF-LEVELING
<br />MIXTURE: UFPORTLANDCEMENT, FLY ASH, FINE AGGREGATES, AIR
<br />ENTRA|N|NBADMIXTURES AND V&4TER. EXCAVATABLE: 50PSI KX|N|MUk4.1OO
<br />PSI MAXIMUM 28'DAYCOMPRESSIVE STRENGTH. SUBK,)I|TVI|XDE8|GNTO
<br />ENB|NEERFDRREVIEW AND APPROVAL PRIOR TO PLAC|NG.
<br />C.EXCAVAT|ON
<br />1) VERIFY THAT�URVEYBENCHMARKS AND INTENDED ELEVATIONS FOR WORK
<br />AREAS INDICATED.
<br />2)REMOVE ALL ORGANIC @ATER|ALTOPSOIL, AND ANY FILL FROM UNDER
<br />BUILDINGS AND SLAB AREAS.
<br />3) OVER -EXCAVATE AREAS NOT CAPABLE OF}NSITU COKAPACT |ON.
<br />4)NOTIFY ENGINEER OFANY UNUSUAL CONDITIONS ENCOUNTERED !0-FOOTING
<br />EXCAVATION.
<br />5)CLEAN ALL FOOTING AREAS DFLOOSE K8AJER!ALBYHAND. REMOVE ALL WET,
<br />�DFTSOIL FROM FC)QT|NBE%�AVAT|{)NSPRIOR TDPLAC|N��F0UNOAT|(}NS,
<br />6)ALL FOOTINGS SHALL BEAR DNFIRM, UND|STURBEONATIVE GQ|LSOR
<br />r�t}MPA TEOSTRUCTURAL FILL AMINIMUM (]FiQ|NCHE8BELOW GRADE. No
<br />LOOSE SOIL ORFILL SHALL BEPER@iTTEDUMDERFOOTINGS OR
<br />F(DUNDATIONS.
<br />D.{BAJCKF8l
<br />1) ��A�iFYANDP���FRDLL8UBBRADET0ADEP7HOF12|0CHE�TD|DEMT!FY
<br />SOFTSPQT8. REMOVE- ANY SOFT SPOTS AND BACKF|LLWITH QTRUCTURAL
<br />FILL
<br />2) BAOKF|LLQVEH-EXCAVATEDAREAS WITH STRUCTURAL FILL
<br />3) �TRUCTUHALF|LL: BACKF|LL IN LAYERS NOTTQEXCEED 8 INCHES
<br />C{)KHPAC-FEDDEPTH.
<br />4)COMPACTION SHALL MEET DREXCEED 'THE FOLLOWING RE(JU|RE@ENTS A8
<br />SHOWN AGA PERCENTAGE NAAX|NIUK8 DRY DENSITY AS DETERMINED BYA&TINA
<br />D0A8.STANDARD EFFORT, AGTMD1557.MODIFIED EFFQRT:
<br />u)FILL UNDER SLABS: COMPACTED TO95W
<br />5) C{)UIPACT|DN TEGT|NG SHALL BE PERFORMED |NACCORDANCE WITH A8TM
<br />D1550(SAND C00EMETHOD) ORASTK8DO93G(NUCLEAR METH0D)
<br />E. TESTING AND INSPECT 10f\1
<br />1)TE8T|NGAND |NGPECTK]NPER DIVISION 1
<br />MISION 3: CONCRETE
<br />A. REFERENCE
<br />1) AC|3O1-STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
<br />BU|LD|WG8
<br />2) ACi3U2'GUIDE FOR CONCRETE FLOOR AND SLAB C0N8TRUCT|ON
<br />8) AC|3O4R-GUIDE FOR ME4SUFdN(S.M|X|NG^TRANSPORTING AND PLACING
<br />CONCRETE
<br />4) AC|313-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CO0CRETEAND
<br />COMMENTARY
<br />5) CRS|K8GP-1-MANUAL QF'STANDARD PRACTICE
<br />6) AVVSO1A-STRUCTURAL VVELU|NG3O{)DE-RE|NFDRG|NBSTEEL
<br />B. CONCRETE RE!Nr'O'r*,'CING
<br />1) SUBMITTALS
<br />a) SHOP OR/AING0: INDICATE BAR BRADE�S' S|ZES, SpAC|NB, LOCAT|[)N,
<br />OUA0T|T|EG. BENDING & CUTTING SCHEDULES.
<br />b> MILL TEST REPQRT&
<br />2) REINFORCING STEEL
<br />a) AST0 A8116 GRADE 08(6O KS|) DEFORMED BAR.
<br />i) THE ACTUAL YIELD STRENGTHBASED {}NTHE MILL TESTS REPORTS
<br />SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BYMORE THAN
<br />18.000 PSI AND THE RATIO DFACTUAL ULTIMATE TENB|LEGTRENGTHTO
<br />THE ACTUAL YIELD BTF?.ENOTHSHALL NOT 8ELES3THAN125 |FASTM
<br />A6i8GRADE 1-3O REINFORCING DOES NOT 2AT|SFYTHE8EREC>UiRE&1ENTS'
<br />ASTK8AJO6 REINFORCING SHALL BE PROVIDED,
<br />h) REINFORCING GUBJECTTC)VVELD|NG� ASTM A708 GRADE 80(00 KG|)
<br />DEFORMED BAR.
<br />1) USE ONLY LOW HYDROGEN E70XXELECTROOE8.
<br />2) WELDING 8HALLBE PERFORMED |NACCORDANCE- WITH AVV8 D1.4
<br />o) OEFQR&4ED BARANCHCJR8 (D8A): A8TK8 A496, TYPE O2L BYTRW NEL8ON.
<br />d)HEADED CONCRETE ANCHORS (HCA)TYPE H4LBYTRVVNELSON.
<br />3) ACCESSORIES:
<br />e) DOWEL BAR SPL|CEAG,8EKdBL|ES: LENTON FOR&4SAVER BY ER|CO PRODUCTS
<br />|NG.
<br />4) UNLES8QTHERVV|�3E NOTED QNTHE DIRAVV|NGs, LAP SPLICES FOR
<br />RBNFORC|NB�SHALL BE AS FOLLOVVG:
<br />BAR
<br />25
<br />54
<br />°TOPBARS!
<br />APE
<br />HORIZONTAL BARS PLACED
<br />SUCH
<br />TH4TMORE
<br />TMAN12INCHES
<br />OFFREGHC()NCRETE|@
<br />CAST
<br />BELOW
<br />5) PROVIDE SPECIFIED COVER AGFOLLOWS:
<br />a)O0NCRETECAST AGAINST AND PERMANENTLYEXPOSED TOEARTH: 3
<br />INCHES (-3/8/NCH/+1INCH)
<br />b)CQNCRETEEXPOEEDT(}EARTH ORVVEATHER�
<br />1)#GBAR AND LARGER: 2INCHES (-30|NCH/+50|NCH)
<br />2)45BAR AND SMALLER: 11/2INCHES (-3/8|NCH/+1/2INCH)
<br />c) CONCRETE NOT EXPOGEDTOWEATHER 0RiNCONTACT WITH EARTH:
<br />1)SLABS; WALLS, JO!ST&
<br />a#14BAR AND LARGER:11/2|NCHE8(-1/4|NCH/+1/2|NCH)
<br />b, #11BAR AND r8i'vLALLER:9WINCH (-1/4|NCI--l/+1/4INCH)
<br />2)BEAK8.00LUK4NB.PEDESTALS (PRIMARY REINFORCING, TIES, STIRRUPS,
<br />AND SPIRALS): 1 1/2 |0CHE8('@8 INCH'
<br />+1/2 INCH)
<br />O) UNLESS UTHERVVSENOTED ONTHE DRAVVMG8'PROV|DECORNER BARS TD
<br />MATCH HORIZONTAL REINFORCING ATCORNERS ANDINTERSECTIONS.
<br />". CAST -IN -PLACE CONCRETE
<br />1) MATERIALS:
<br />a)FINE AND COARSEXGGREGATE8:ASTKXC3D.
<br />b) ADMIXTURES:
<br />1) AJRUTRA(NK8ENT: ASTMC28U
<br />2)ADK8|XTURE8: A8T0C4Q4
<br />2) ACCESGOR|ES:
<br />o)|SI[)LAT|ONJOINT MATERIAL: AGTMD1731AGPHALTiMPREGNATED
<br />FIBERBOARD. VER|FYCOK0PAT|B|L|TYVV|THREQUIRED CONCRETE COATING
<br />SYSTEMS.
<br />b)CORRUGATED PAPER FDRK4VVORK: E'-;UREV(}|DPRODUCTS, BYV0DFORKX
<br />PRODUCTS, INC.
<br />u) VVA FIE RSTOPB:
<br />1) BENTO0|TENhIATERGTC}P: RX-1O1.1INCH X3/4|NCHFOR CONCRETE 8
<br />|NCHES0RTH|CKER SECURE TQCONCRETE/SUBSTRATE WITH CETGEAL
<br />SEALANT/ADHESIVE. MAN UFACTU8ER: COLLOID ENV|RONK4ENTAL
<br />TECH NOLOG,iE8COk8pANY(CETC0).
<br />d)JOINT SEALANTS, A8TK8CQ2O'TYPE 6,8|KAFLEX1�GL.BY�|KA
<br />CORPORATION. SELFLEVEL |NSFOR HORIZONTAL JOINT USE.
<br />v)CUR|NG COMPOUND: V{}CCOK8PL|ANTA8TK8COOQTYPE 1.CLASS B.
<br />ALL-RES|NTYPE, NON'YELLOVVNG ACRYLIC TYPE. VERIFY COMPATIBILITY
<br />WITH REQUIRED CONCRETE CDAT|11G SYSTEMS.
<br />BY
<br />DATE
<br />f) U0DERSLABVAPOR BARRIER: AGTMIE1745CLASS B&[\NI08TDPULTRA G
<br />UNDER8LAQMOISTURE-VAPOR BARRIER AND K8O1BTOPVAPOR BARRIER
<br />TAPE MANUFACTUREDBYFORT|F|BER CORPORATION.
<br />g)BONDING AGENT: VOC COMPLIANT, NON -SOLVENT BASED EPDXY ADHESIVE,
<br />"AR PvlATEO110EPOGE&;''4SMAN UFACTUREOBY3|KAC ORPDRATION,
<br />"DURALPREPAC" A8MAN;FACTUREDBYEUCLif) CHEMICAL GO, QREQUAL.
<br />J) CAST |NPLACE ANCHOR RODS: SEE DIVISION 5.
<br />411 POST INSTALLED CONCIRETEFA0TENER@:
<br />u)EXPANB|ON�NCHO�G�KAECHAN|�ALEXPAN�|DNTYPE: |�C-EGRAPPR[)VED
<br />KVV1KBOLT-TZBYH|LT|,|NC.,OR|C[-E8R APPROVED STRONG BOLT 2BY
<br />S|MPSONSTRUNG-T|E.
<br />b)UNDERCUTANCHORS: |CC-EGRAPPROVED HDAUNDERCUTANCHORBY
<br />H|LT|.INC. [JR|CC-EGRAPPROVED TORQ'CUT8YS|MPBON8TR{}0GT|E
<br />o) CHEMICAL CHEMICAL ANCHOR TYPE�|CC'ESR
<br />APPROVED HIT -RE GOOV3BYH|LT|.|NC..OR}CC'ESRAPPROVED SET-XPBY
<br />G|MPS0N8TRUNB'T|E. SEE DIVISION 5NOTES R3RTHREADEDROD
<br />MATERIAL- TDBEUSED WITH ADHESIVE ANCHORS.
<br />d)ALTERNATE PRODUCTS MUST8EAPPROVED |NVVR|TING 8YTHE.
<br />STRUCTURAL ENGINEER PRIOR T8USE {]RSUBGT|TUT|ON. PROPOSED
<br />ALTERNATEPRODUCT SUBMITTALS WILL BEEVALUATEDCONSIDERING
<br />|CC'E8RSHOVV|NBCOMPLIANCE WITH THECURRENTCODE FOR 8BSKA!C
<br />U8EQAND LOAD RESISTANCE. PROVIDE MINIMUM EDGE DISTANCE AND
<br />SPACING AGINDICATED |NTHEPRDOUCT'G|CC-EOREPORT UNLESS
<br />OTHERWISE NOTED ONTHE DRAVV|NG8.
<br />5) CONCRETEKA|�
<br />o)ALL CONCRETE SHALL COMPLYVVITHTHERE{3U|REK8ENTsDFAC}310.
<br />CONCRETE SHALL BETRANSPORTED AND PLACED |NACCORUANCEVV|TH
<br />AGT0C94.
<br />8) HOT WEATHER C[}NCRET|NGSHALL BE|N ACCORDANCE WITH AC|3O5R.
<br />7) COLOVVEATHERCONCRETING SHALL BE|NACCORDANCE WITH AC|3OGR�
<br />8) F1N|81-11NG
<br />a)ALL F|N!GH|NC3SHALL BE|NACC(}RDANCEWITH AO|3U1SECTION S.
<br />b)EXPOSED EDGES SHALL BEFORMED USING 3NINCH CHAMIFERUNLESS
<br />OTHERWISE NOTED.
<br />D. CURING
<br />1) CONCRETE SHALL. BECURED BYUSE 0FACURING COMPOUND ORBYUSE' 0F
<br />ANAPPRDyEDVVETCURING PROCESS FOP AKlI|N|tJiU@OF7DAYS AFTEIR
<br />CONCRETEPLACEMENT |NACCORDANCE WITH ACi30@.1 CURING COMPOUNDS
<br />SHALL- BEAPPLIED |NACCORDANCE WITH THE K4ANUFACTURER'GWRITTEN
<br />INSTRUCTIONS AND SPECIFICATIONS.
<br />E.{ROU[T
<br />1) ASTMC11O7, /C[-EGAPPROVED, NDM-SHR|NK.NDN-METALLK-,.M|N|lmUW
<br />COMPRE8B|VESTRENGTH OF5UOOPSI AT7DAYS: F0ESTAR GRQUTBYFNE
<br />STARPRODUCTS ORKXAGTERFL[»W 9208YBASF.
<br />2) -EQUIPMENT BASES AND COLUK8NBASE PLATEP,SHALL BEGROUTED |NSTRICT
<br />ACCORDANCEWITH THEMANUFACTURERGWRITTEN INSTRUCTIONS.
<br />F. -f'EsTING AND INSPECTION
<br />1) TESTING AND INSPECTION PER DIVISION 1.
<br />��|V|�I��W�� �����'��
<br />,~,`"=°='° ~^ ,=^~', ,�`,
<br />A. REFERENCES
<br />1)A]BC3UO-STEEL CONSTRUCTION KXANUAL
<br />2)/&VSD1A-STRUCTURAL WELDING CODE
<br />3)G8TC STRUCTURAL BOLT |NBHANIDS {)OK
<br />8, STRUCTURAL STEEL
<br />o)GHDPDRAWINGS: INDICATE PROFILES, SIZE, SPACING, LOCATIONS OF
<br />STRUCTURAL MEMBERS, OPEN|NG8.ATTACH.'NIEINTS,CONNECTIONS,
<br />FASTENERS, CANBERS.AND VVELQ0ENTSUSING /40SWELD SYMBOLS.
<br />b)VVELDERGCERTiF|CATE8: PRQV|DEVVELDER8CERT|F|CATE88YAN
<br />APPROVED CERT|FY|NGAGENCY.
<br />2) MATERIALS:
<br />a)STRUCTURAL STEEL- CHANNELS-.ASTN't A36(Fy=36KG|)�
<br />b)STRUCTURAL STEEL. PLATES: AGTMA372GRADE 5DFy=GOKS|).
<br />o)STRUCTURAL STEEL. ANE)LE8:ASTM&3S(Fy=8GK8|).
<br />d)HOLLOW STRUCTURALSHAPES: SQUARE AND REcTA@BULAR STRUCTURAL
<br />TUBE'. ADTKXA8OOGRADE B(Fy=48KG|).
<br />e)H|GH'8TREIll GTHBOLTS (HS8YA8TK8F3125 GALVAN]ZED 'TO AGT&4F2-0328
<br />UNLEGSNOTED OTHERWISE
<br />f)ANCHOR RODS: ASTK8F1554GRADE BBHEAVY HEXTYPE. RODS, NUTS AND
<br />WASHERS GALVANIZED |NACCORDANCE WITH AGTKXF232A.
<br />Q)THREADEDROD: AST K8F1554GRADE 88 GALVANVED!NACCORDANCEVV|TH
<br />AGTK8F2329,
<br />h)PLATE VVASHERS:ASTIVIA88�
<br />i) HARDENED V0A8HER8:AGTMF438'TYPE 1 GALVANIZED TC)AST K8F232QUNLESS
<br />NOTEDOTHERVV|SE
<br />j)BEVEL YVASFIERS:ASTIMF438TYPE1, GALVANIZED TOAm-K11F232QUNLESQ
<br />NOTED OTHERVV|GE.
<br />k)NUTS (STANDARD.JAMB AND HEAVY HEXTYPE)�A8TMA583GALVANIZED T0
<br />ASTK8F2329UNLESS NOTED OTHERWISE. HEAVY HEX NUTS SHALL BEUSED |N
<br />ALLHGBC(]NNECT|ONSUNLESS OTHERVV|BENOTED. ALL NUTSTOHAVEA
<br />PROOF LOAD STRESS EQUAL T0ORHIGHER THAN THEKx(N|K8UK88PEC|F|ED
<br />TENSILE 8TREQBTHQFTHETHREAQEDPART/BOLT DRRQD)�
<br />!) SHEAR CONNECTOR @TUDSAND HEADED CONCRETE ANCHORS: TYPE B}N
<br />CONFORMANCE WIT HAWGD11.ASMANUFACTURED BYNELSONGTUD
<br />VVELD|NGORTRU-WELDDIVISION OFTRU-F|TPRODUCTS CORP.
<br />|NSTALUFASTENTOSTEEL NIENIBERBINSTRICT ACCORD ANICE WITH
<br />MANUFACTURERSRECUMIMENDAT|ONG
<br />m)VVELD|N[5FILLER MATERIAL: /WSD11TABLE 8A'AVVGA511DRA55E7OXX
<br />FOR S@/AWWELD |NGPROCES8;A\08A51DER70G-XFOR GK8/4WWELD|NG
<br />PROCESS; AVV3A5.170RA5.23F7XX-EXXXF[}r'? SAVVWELDING PROCESS; AVVS
<br />A52OE7XT-XFOR FCAVVWELU|NGPROCESS.
<br />1)TYPE:LOW-HYQROGEN.
<br />C. CONNECTIONS
<br />1)ALLSFRUCTURALCONNECT|ON8GHALLUTILIZE 3/4INCH DIAMETER A325HIGH
<br />STRENGTH BOLTS AND BETYPE N(8EAR|NGWITH THREADS INCLUDED |NTHE
<br />SHEAR PLANE) UNLESS (]THERVVGENOTED. CONNECTIONS NO -FED A8-SC (SLIP
<br />'_R|T!CAL)SHALL. INCLUDE LOAD INDICATOR WASHERS QRUSE TENSION
<br />CONTROLLEOHIGH-STRENGTH BOLTS. FAY |NGSURFACES DFCONNECTING
<br />PARTS |N8C CONNECTIONS SHALL BE PRDTECTEDAGAINST PAINT AND
<br />OVER -SPRAY.
<br />2)HIGH STRENGTH 8OLTGSHALL. BE|NSTALLEDANDTi(SHTENED|NACCORDANCE
<br />WITH RCGC"SPECIFICATIONS FOR STRUCTURAL JOINTS USING H|GH'STRENGTH
<br />BOLTS" (A|GC36O)AND GGTC"STRUCTURAL BOLTING HANDBQOK'
<br />3)ALL HIGH STRENGTH BOLTS SHALL Br:�FULLY TENSIONED UNLESS NOTED
<br />OTHERWISE.
<br />D.VVB=DiNG
<br />1)ALLVVELD|N(�GHALLBEPERFDRK4ED|NA�CO�DANCEVNTHAVV�Dt1
<br />2)ALL. WELDING ONELENIENTGOFTHESEISMIC FORCE -RESISTING OY8TEkXSHALL
<br />BEPERFDRKJED|NACCORDANCE WITH AVVSD1.8.
<br />3)GUARDRAILS AND HANDRAILS SHALL BEPROV|QED'VVITHCLOSED ENDS AND
<br />CONNECTIONS SHALL BECONTINUOUSLY WELDED UNLESS NOTED OTHERVNSE.
<br />/K}CEPTAB|L[TY
<br />TIHISOHIGN MD/OR
<br />E*GmEIx | !nos
<br />ARPRUVED av i ospr | ume !u nrHn(j-nn ! mmm i
<br />. . .R I--'__ . _0701-- .
<br />7\|V(�I{�W �` ���T������/� ���&���r~��
<br />��'�����` �' ^ `^��'���^���� �^�'^^^'^��`�
<br />AJ
<br />1) ALLGTRUC7URALAND k8|GCELLANEOUS SHALL SHOP PRIM ED.
<br />2)'FINAL FINISH OFALLSTRUCTURALAND MISCELLANEOUS STEEL SHALL MATCH
<br />EXISTING DRSPEC!F|ED8YB0BN(��
<br />8)FINAL FINISH {}FC()N�RETEAND COATING DFCONCRETESHALL MATCH
<br />EXISTING OR BPEC|F|EDBYB{)BNG.
<br />GENERA! S)l9R0��URAL NOTES 1H 1
<br />PGT4 STIMMGER TRIM AND DRILL
<br />Q I JA ���������0
<br />���Q����� �����
<br />.������ FOR
<br />����������TION
<br />PROJECT NO: 00'126,3011
<br />�
<br />
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