|
;
<br /> PANE� PAI�T Bt�C�T� 3 & 4 ���Y:
<br /> ; � � � � �
<br /> AFTER BC��TING TA�LE ��.�-3, AI�� 3�0-1 � : STE�L ELE��NT� �JF �Q�PCJSITE Ca��TRU�TI�}N �CJ��RETE �ONST�UCTIt�� �IBC T�BLE� 7��.��: � �
<br /> { }
<br /> E1'EM FREQkJENCY OF INSPECTf4N INSTRUCTIONS
<br /> �TABLE ��.1 , AI�� 3�C�-1 �, TAB�E� J9-1 THRU J�•3, AIS� 3A�1 -1 �}: ���M FREQU��UCY flF INSPECTION fNSTRUC7'I�}NS
<br /> D4CUM�NT ACCEP7ANCE OR CQNTINIJC?U� � PERIODIC ❑ lTEM FREQUENCY OF INSPECTION IN�TRUCTI(7N� REINFORCING STEEL CONTfNUf�US ❑ PERIODIC � VERIFY PR10R TO PI.ACING CONGRETE THAT
<br /> REJECTI{�N QF Bt�LTED C4NNECTICIN� REINFORCING IS OF �PECIFIED TYPE, GRADE AND
<br /> SIZE; THAT IT IS FREE 4F�JI�, Q1RT AND R�3ST; THAT IT
<br /> P�ACEMENT AND INSTA�LATION OF CQNTINUt�U� � PER{4C}IC ❑ VERIFY TYPE, GAG�AND STRENGTH C}F DECK IS LOCATED AND SPACED PR{�PERLY; THAT HC}4KS,
<br /> �TN E f� �T�E L I��P E t✓T��N�7 STEEL DEGK AND CORRECT INSTALLt�T14N. RE Np ORCEMENT�ARE LACED CURREGTLY�THAT I_AP
<br /> s
<br /> ��7��T��N ��.7� A��L.r ��Q"� �; TABLE J8"'� � A��� ��� `"� ��, FLAC�MENT AND INSTAL�.ATItJN QF C�NTINU4US � PERI{�DIC ❑ VERIFY SIZE, SPACING A�1D Ct�RRECT A D�THAT A�L MECHANI�CAL CONN C�ON�ARE��} `
<br /> STEEL HEADED STUD ANCNORS INSTAGI..ATlQN OF STUDS. INSTA�.�ED PER TME MANUFACTURER'S INSTRUCTIt�NS
<br /> ITEM FREQUENCY OF INSPECTION fNSTRUCT(E�NS AND/OR EVA�UATION REPC�RT.
<br /> DQCUMENT A��EPTANCE OR C�NTINUOUS � PERIUDIC ❑
<br /> STRUCTURAL STEEL. DETAILS CONTINUOUS [� PERIOD[C � ALL FABRICATED STEEL.OR STEEL FRAMES REJECTkON 4F STEEL ELEMENTS
<br /> �HALL B� INSPECTED TO VER�FY CQMP�.IANCE GAST-IN BC}�TS& EMBED� CONTINUQ�lS � PERl4DIG 0 INSPECTION OF'ANCHORS fJR EMBEDS CAST IN
<br /> WI7H THE DETAll.S SHOWN IN CONSTRUCTION REiNF4RCING STEEL CONTINUC�US [� PERIQDE� � VERIFY AP�'ROPRIATE REINFORCEMENT�IZ�, CONCRETE ES REQUIRED WN�N ALLOWAB�,E
<br /> D4CUMENTS, �UCH AS BRACE�, STIFFENER�, �PAGING,AND tJFtIENTATION, THAT IT HAS NQT LOADS NAVE BEEN INCREASED�R WHERE
<br /> MEMBER LOCATIaNS,AND PRt}PER B�EN RE-BENT IN FIELD,3HAT IT IS C�RRECT�Y STRENGTH DESIGN IS USED.
<br /> APPLICATION �F Jt�IN1"DETAILS AT EACH TI�D AND SUPPQRTED; AND THAT REQUIRED�TEEL •
<br /> CONNECTION. CLEARANCES HAVE BEEN PRt?VIDED.
<br /> POST-IN�TALLED ANCNC�R� QR CONTINlJ0�1S � PERIQDIC [�] AL.L POST-INSTAL�ED ANCHORS/Dt}WELS�NALL
<br /> ANCHQR RC�DS AND OTHER C�NTIN�IOUS � PERIODIC ❑ SHALL BE ON TNE PREMISES DURING THE COMPC}SITE MEMBER SIZE CONTINUOUS ❑ PERIODIC � VERiFY THAT COMPOSIT� MEMBER IS THE DOUVEL5 BE SPECIACLY WSPECTED AS R�QUIRED BY T�IE
<br /> EMBEDMENTS SUPP4RTING PLACEM�NT C}F ANCHOR R4DS AND OTHER REQUIRE[�SIZE, ApPRC}�IED ICC-ES REPORT.
<br /> �TRl1CTURAL �TEEL EMBEDMENTS SUPPC}RTING STRUCTURAL S`CEEL
<br /> Ft�R�QMF��IANCE WITM CONSTRUCT�QN
<br /> DOCUMENTS,V�R1FY THE DIAMETER, �RADE, ST��L �C���TRI��TI�}N C}T�ER T�AN STR��TURA� �TEEL �s��F R����R�a ��������N CONTINEI�JUS � PERIODIC ❑ VERIFY THAT AL� M1XES USED G4MP�Y WITH THE �
<br /> TYPE,AND �ENGTH t�F THE ANGH4R R{}D�R APPROVED CQNSTRUCT1flN DQCUMENTS;�Cf
<br /> EMBEQDED 1TEM, AND TH� EXTENT OR DEFTN 318;CM 26;AND IBC 1903.2.
<br /> �FEMBEDMENTPRIORTOPLA�EMENTC}F �TEEL RtJ�� ���� [����1�'` ����� ���� SE����� � 1 ��.G.G}.
<br /> C4NCRETE.
<br /> PROTECTED ZONES CC}N1'INU4US � PERI�}DI� ❑ VERIFY THAT NO HOLES OR UNAPPR{�VED 1TEM FREQI�ENCY OF INSPE�TIf�N 1NSTRUCTION� CON�R�TE SAMPLING FOR S7RENGTN GONTINUQUS � PERiODIC Q
<br /> ATTACHMENTS AR� MADE IN[�'FIIN THE PRQJECTED TESTS, SLUMP, AIR CONTENT, AND
<br /> ZONE{SEE TABLE J8-9 OF AlSG 349-10). TEMPERATURE
<br /> MATERIAL VERIFICATIQN �}F C4l.D- CONTINUQUS ❑ PERtODIC � CC?NFIRM TNAT IDENTIFICATICIN MARKINGS AR�
<br /> FORMED RC}QF/F�.00R S�`�EL DECK PROVIDED TC}CONFORM TO ASTM STANDARDS
<br /> �PEGIFIED tJN Ct�NSTRUCT(QN DOCUMENTS, C�NCRETE PLACEMEC�T CONTINUQUS ❑ PERIf�DIC �
<br /> �TRU�T�F�AL STEEL. (����MIC}
<br /> F�{3�R AND DECK WELDS/FASTENER� CONTINl�OUS 0 PERIODIC � VISUAL IN�PECTIQN IS REQUIRED T4 CONFIRM
<br /> THAT WE�.D M�ETS�CC�PTANCE CRITERIA QF
<br /> fTEM FREQUENCY f3F INSRECTI�N INSTRU�TIONS AW5 D1.31�lELDER QUALIFICATIQNS �H(��LD ALSO CURING T�MPERATUR�A�D C4NTf�JUOUS � PERIC}D1C ❑ VERIFY THAT TNE AMBIENT TEMPERATIJR� F4R
<br /> B�VERIFIED. FA�TEN�RS SHAI.�. MEET S1ZE,TYPE, TEGHNIQUES GONCRETE IS KEPT AT > 50°F F£}R AT LEAST 7 .
<br /> INSPECTION OF STRI�CTURA�WE�DING CONTINUOUS � PERIQ[71G � ALL MEMBERS INDICAT�D AS SFRS�HAL�BE �PACING, ETC.AS �PECIFIED 4�3 DRAWING. DAYS AfiTER PLACEMENT. HIGH-EARLY-
<br /> IN ACCORDANCE WITH AISC SEISMIC St16JEGT TQ TNE QUALITY ASSURANCE PLAN IN STRENGTH CONCRETE SNALL SE KEPT AT�50°F
<br /> ACCaRDANCE W11'H APPENDlX J PER AISC 341-1Q. MT F{�R AT LEAST 3 DAYS.ACCELERATED CURING
<br /> PRt�VI�IONS T�ST 100°lo f�FA�L PA�TIAL P�N�TRATIC}N WELD$AT UIIE�DING t�F REINF{�R�I��''..� STE�� IBC �ECTI�N 17Q�.�. 1 . METHC}DS MAY SE IJ��Q {SEE AC13�8:��.�.�.���a�. �r��
<br /> CC}�UMN BASES AND C4LUMN SPLICES (N �FRS. l / AMBIENT TEMPERAI'URE F4R�HOTCRETE S�iALL BE
<br /> AFT�R AT LEAST 20 PJP WELDS NAVE BEEN MT >44°F FOR TNE SAME PERIOD {?F TIME AS NQTED FOR
<br /> TESTED, TNE TESTING RATE MAY BE REDUCED T010°!0 (TEM FREQUENCY OF INSPECTION CNS7RUGTIOfV� CQNCRETE. SHC}TCRETE SHA�L BE
<br /> PRaV1DED TH� REJ�CTI4N RATE !S 5°1� QR t�ESS ��}R A KEPT GaNTlNU4U�l,Y MQ1ST FOR AT�EAST 24
<br /> RARTlCULAR W�LDER, A�'�ARGE PARTIA�. H�URS AFTER SHt�TCRETING.A��CONCRETE
<br /> PENETRATION WELDS (1 GR{�OVES AND LARGER), UT VERIFIGATIC}N OF WELDABILITY CC3NTINUC�US � PERI(7DIC ❑ VE�RIFY W�LDABILITY 4F REIN�ORCING STEEL MATERIALS, REINFORCEMENT, Ft�Rt��, FlLLERS,
<br /> TE�T �00°lo CJP �R�OVE 1(VELDS AT BRACING BAS�Q UPON �ARB{�N EQUfVAL�NT AND IN AND GRt�EJND SHALL BE FR�E FROM FR4ST, IN
<br /> REINFt7RC1NG PL.ATES.AFTER 4�CJP GROOVE WELDS ACCORDANCE WITH AWS D�.4. HOT WEATNER CONDITIC}N� ENSURE THA1' �
<br /> HAVE BEEN UT TEST�D,THE TE�TING RATE MAY BE APPROPRIAi'E MEASURES AR�TAKEN TO AVt�ID
<br /> REDUCED 1'0 25% PR{�VIDED THE FtEJECTf{�N RATE IS pTHER REINFORCING STEEL GON1'INUt�US ❑ PERIODIC � VISUALLY IN�PECT ALL WEE�DS IN ACCORDAN�E PCASTIC SHRiN�{A�E �RACKING AND THAT THE
<br /> 5% OR ��SS FOR A PAR1'ICULAR WELDER. WITN AWS D1.4. V�RIFY SIZE ANC}SPACING QF SP�G(FI�D WATERICEMENT RATIf} IS NOT
<br /> REINFQRCEMENT. EXCEEDED.
<br /> UI.TRASON{CA��Y TEST FOR CC}NTINUQUS � PERf4DIC ❑ IJ�E ASTM A435 t�R ASTM A898{�EVEL 1 CRITERIA�A� ER�CTION aF �'RECAST C�NCRETE C{�NTINUOUS ❑ PERIODIG � VERIFY THAT ALI�PRECAST E�EMENTS AR� LIFTED,
<br /> DISCQNTINUITIES BEHIND AND BASIS FOR ACCEPTANCE UF ANY MATERIAL ASSEMBLEC7 AND BRACED 1N ACGQRDANCE WITF�
<br /> ADJACENT T�WE�DS WITH BASE DISCtJNTINUITi�S. TNE APPROVED CQNSTRUCTIQN D4CUMENTS.
<br /> META�.THICKER THAN 1.� INCHES
<br /> WHER� �UBJECT TC}THRC}UGH- FC?RMWORK CQNTINUUUS ❑ PERIC�DIG � VERIFY THAT ThlE F4RMS ARE PLACED PLUMB .
<br /> �'HICKNESS INELD SHRINKAGE
<br /> STRAINS, AND G�NFC}RM TO THE �HA�E�, LINES, AND
<br /> . DIMENSIt7N� OF TNE M�MBER�AS REQUlRED SY
<br />,,� THE APPROVEQ Cf}N�TRUCTEON D{�CUMENTS.
<br />� WELDING INSPECTIQN AND NC?N- CONT[NUC�US � PERIODIC ❑ WELDING C}F SEfSMIC FC}RCE RESiSTIN�
<br /> DES1'RUGTIVE TESTING SHALL MEET SYSTEM SHA�.�. M�ET THE REQUIREMENTS OF
<br /> REQUIREMENTS OF AWSD1.8iD1.8M AAWS D1.81D1.8M lNCLUDING TNE FflLLflWI��
<br /> SECTIQNS AND ANNEXES:
<br /> 1, G�NERAL. REQUIRENI�NTS
<br /> 7, INSP�CTION
<br /> ANNEX F. SUPPLEMENTA�.U�.TRASONIC �
<br /> TECHNICIAN�'E�TING.
<br /> ANNEX G. SUPP��MENTAL MAGNETIC PARTI�LE
<br /> TESTING PROCEDURES,
<br /> � ANNE?C H. FL.AW SIZING BY ULTRASUNIC
<br /> TESTING.
<br /> PROTECTED ZUNES GC}NTINU4US � PERkODIC ❑ VERIFY THAT NO H{3�,ES C}R UNAPPRC}VED
<br /> ATTACHMENTS ARE MADE WITHIN THE
<br /> PRC�T�CTED ZONE
<br /> {SEE TABLE J8-1 QF AISC 341-10).
<br /> � �,p,�}L Bq�q
<br /> �`�}��� w�Sy��y�
<br /> aAV� ��w ' �'�`�c"
<br /> cca
<br /> t
<br /> .x
<br /> www.brph.cc�m Copyright o 2U17 ��,����$ ����.���',�.
<br /> Architec�s, Engineers, Constructc�rs �s ��� 1�
<br /> 19020 33rd Ave W,Suite 530 S�aEe of Washington `�l�NA� �,�G .
<br /> Lynnwoc,d,Washington,98038 Certificate of Autharizafion
<br /> az�-s2�-ssoa Architecture No.603235512 David P. Balawa jder
<br /> �n9insering Nc�.3137 WA PE 28184
<br /> SYM REVIS(flN BY APPROVED DATE SYM REVISI{}N BY APPRt}VED DATE ACCEPTABILITY CLP � O$ O$ 17 SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> � °F W"sHr PHASE I I - �TATE�ENT OF �PECfAL INSPECTION� w2������ � o�lo�/��
<br /> 0 ISSUE FOR C�NSTRI�CTlON CLP ANM Q8r08 f 17 ,��.�� �`�T�, TNIS �ESIGN AN��OR c c
<br /> � `� SPECIFICAT�c�N IS APPROV�fl ANM 08 D8 17 SHEET
<br /> ��J���I������ ������4�C7� TITLE BOEING 777X CWC BU�LDI�JG
<br /> �Nc�r�EERsir�e. APPRQVED BY DEPT. DATE DPB O� O� 17 `��..��
<br /> t�a.s�s7 H K
<br />. . . . �F . � . ��I��E�� �� ��� . �
<br /> fi'�� � APP#24VED JOB N0. GOMP N0.
<br /> �/��r� c�F AutN��'���� APPRt}VED DWG N0, �
<br /> STRUGTURAL MASTER EVERE�7, WA 40-058—S2k
<br />
|