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SUBMITTALS T�t��E ��t�5.3 _ _. REt�UIREa �PECIAL INSPECTIC}NS ft�r SEISMIG RESISTAMICE � <br /> REG2UIRED VERIFICATION AN[J IPISPECTIt}t� 4F Ct}N�RETE CC3NSTRUGTICIN AlSC 360 TABLE �J5.4-1 1NSPECTION <br /> 1 . TNE FQLLC)V�ING 11'EMS SHAL.L BE S�#BMITTED TO TNE STRUCTURAL ENGIh1EER REFERE�JCEC� IBC SYSTEM or Ma4.TERIAL FR�Q4IENCY <br /> !BC CC7DE FtEFERENCE CC}t�E or STANDARD REFIERENCE �C7NTWUC3U� PERIOQIC <br /> FUR REVIEW AC�D APPRQVAL PRIOR T� FABRICATI4N JERE�TION/IN�TALLATION. VERIFICATIt3N AND INSPECTI�}N CONTINIJ�}US PERIC}C}IC STANDARD RE�ERENC INSPECTIC}N TASK� PRIOR TO WELDING � , <br /> / 1. 1#��PECTIC7N UF REIh1FC7RG1�1G (NSPE,CTIC3N TASKS PRIf.�R TO WELDIN� QG QA PIER FQUND�Ttt}NS <br /> TNESE IT�MS ARE IN ADDITI(�N TO ANY SC�BMITTAL REQUIREMENTS SPECIFIED s�E�, �t�c�uo��� ' WELDING PRflCEC}URE SP�GEFECATIQNS (WPS�) AVAILAB�.E R � P�ac�n����r aF <br /> ON THESE PLAN5 OR IN TFIE PRC7JECT SPECIFI�ATI(}NS. PRESTRESSINC TEN��}NS, �rvQ - x ACI �18: 3.5, �.�-�.� �s�a.� MANUF�ACIUREFt CERTIFICATIONS FC�R WELLING CON�UNIF�BLES � P { ���rvFORCE��r�� � � . <br /> PLACEMENT. AVAILABLE P�ACEMENT C?F 17�7.5 IBC 1613 <br /> ______�___._ � � <br /> ITEM PROD SNQP TEST CAi�CS BLDG �. 1NSPEC"i"lC71V{�F R�INF4RCING MATERIA�IDEN�l�ICAT[ON fTYF'E/GRJ�DE} a o c������� <br /> �ATA QWGS RESULTS DEPT ST�EL 1NELDING IN ^ . ^ A11VS D1.�4, AGI 31�3: � WELDER lDENTlFfCA110PJ SYS�EM1 t} 4 W��DlNG GfJLD-FGRMEC� STEEL �RAMING <br /> ACCt�RC}ANCE WITH TABL.E 3.5,2 FIT-UP OF GROOVE W�LC�S(IN��UDING JC71f�lT�E�VIETRY} C}PERATIC}NS {7F <br /> A. STRUCTURAL STEEL X '���4.3, ITEM�b. -JC31�IT PREPARATIC7N ELEMENTS C?F TME � - <br /> 3. IN�PEC1ION t�F ANCNC�RS CAST -C�IMENSI(�N�{ALIGNMENT, RC�Q7 C7PENI�1�, RC�UT FA�E, SEVEL) {� C? SEISMfC-Ft7RGE.- <br /> IN Ct�1�l�RETE Wt-IERE -��EANLIf�ESS {Ct�NDI�TIUh! C}F STEE� SIJRFACEi} <br /> B. CON�RET� � X ALLCIWABLE LOADS HAVE BEEN - X ACI 318: 8.9.3, 21.2.8 1908.�, -T�kCK1NG{TACK WELC}G2UAL17Y ANC} �OGATIC}hl} RES1STIfJG SY�TEM �i <br /> INCREASEG C?R WFIERE 19C?9.1 -�ACKIN�TYP�AND FIT IF APPLICABLE SGREIlIi ATTACHMEi�T, : <br /> BOLTING A�1CN�RING ` • <br /> C. REI�IFORCING X s��N��r� a�si��a �s u���. � CC}NFI�URATIC}�1 AND FINISH OF ACCESS Ht�LE� ; � Q a�v� c�-r�ER �7��.a ; <br /> 4. I(�Si�ECTION C7F ANCH�}F��POST FIT UP OF FILLET WELQS � FA�TENING I �'� <br /> AC1 3�8: �.86, 8.1.3, <br /> INSTALI.ED [€� HARC?ENED - X 1�49.1 -DIMENSIt3NS(ALIGNME�#T, �APS AT F2C?OTSj C} 0 C{�MPONENTS WiTNI[� ' <br /> D. GROUT X 2�.2.s <br /> cc��vc��-r��n�n���Rs�. -c��a,�u��ss �crrvD���rv r�� s-r���. su�Fac�s� � <br /> C� THE SE�SMIC-FC7�CE- <br /> E. S�A��� � X }{ 5. V�RIFYING USE C7F F�EQUIRED 19t}4.2, -TAC�ING TACK Vt1ELD QIJAL.ITY Ah1Q LC?CAl1C}N r RESISTIN� SYSTEM, <br /> DE�SIGN MIX. - X ACI 31�: Ch. 4, 5,2-�.4 191t�.2, CHECK 1fiiELDING �QUIPMEfJT _ � INCLUCl1NG STRUT�, <br /> 1910.3 ' 1. 1-HE FABF�IGATfJR�}R ERE�T(JR, A�APPLICABLE, SHALL. MAINTAIN A SYSTEM BY 11VHICH A � BRf�CE�, AND MC1l.D- <br /> F. STEEL CONNECTIONS X X X 6. ATTHE T1ME FRE�N�t�NCRETE ( W�LDER WN{J HAS WE�.DE�}A JOINTOR M�MBER CA�1 BE #C}�NTI�IED. STANlPS, IF U�ED, � DOINNS. <br /> (N�T SHQWN� is sat�P�Eo to ���R�ca� _� ____ ' aacNt-r�cTURa,� <br /> SHAI�L 8E Ti-IE LC;�W-STRESS`CYPE. ; <br /> i <br /> SPECIMENS FC}I�STRE�IGTH AC�GNORRGE C7� � <br /> G. CQNTROL ROOM STAIR� X � _ as�r�n c ���, �smn c��, ��'�.�o � <br /> T�ST�u, P�RFCtFtNI S�UMP A�1C► � AC1 318: 5.6, 5.� , <br /> STORAGE RACK� > 8 X {a} <br /> �. <br /> AIR CC�NTENT T�ST�, AND AI�C 360 TAB�.� N5.4-2 FT IN HEIGHT 1707.6 � ,3 <br /> N. CONTRO� ROOM X X X C}ETER(V11�1E THE TEMPERATl1RE INSPEC71t�N TASi�� DURING WE�C}ING A€�CNC7RAGE t?F <br /> INSPECTIt3N TASKS DURING WELD{NG QC QA ACCES� �LOQRING X {�} <br /> 7. II��PECII(�N�}F CC}NCRETE�ND ERECTIC}N AND <br /> 19(}�.6, US� 4F QUA�IF{ED WE�D�RS C3 O <br /> ,�. ANCH (� EPC�XY X SNC}TCRETE PLACEMENTFOR � _ ACl 318: �.9, �.1{l 1��t1.7, CC}NTRflLAh1D HA�IDLING C7F W��D CONSUMAB�ES FA57EN1NG t7F X (a} � <br /> PROP�RAPPLICATICJh1 1900.8 -PACI�GI[�!G p p EXTE(,laR CLADC�ING <br /> K. EXPAN�1(�� ANGHQRS X TECHNIGtUES. ; -EXPOS�RE CC}NTRCIL ���cTic��v ar�� <br /> 8. INSPECTIUN FC}R IV1AlNTENANCE � _ _. FASTENING {�F NflN- <br /> � NO WEL.DING C}VER GRACI�EL� TACK W�LDS Q i� 1707.7 X {a} <br /> . "PR4D �ATA" - SUBMIT ADEQUAT� DOCUMENTATI�}N THAT TNE �Rt�DIJGT oF s��ci�iE� cuRit�� _ _ _ __ �oao ��ae��t�� I <br /> � TEMREF�TURE ANd � A�[ ��8: 5.11-5.13 191t3-9 � ENVIRC}NMENTAL CONC?ITIONS <br /> PROPOSED TO BE USED MEETS THE REQ�JIREMENTS �N THESE PLA�S AND -wr�v� s�E�a w���� ���tiTs ° ° wa��.s <br /> �ECHNI�tlJES. WPS �C)L�C�WEQ (} U P�,CEM��lT ANa <br /> TNE PR�JECT SPE�IFI�ATIONS. 9. [fiJSPEGTION (.�F PRESTRESSEC} ___ _ _ ----- ANCHC?�A�E {�F � ��� � <br /> CONCRETE: '�1VELDfNGTECHNIQUES EXTERIQR VENEER <br /> 3. "SN�P �WGS" - SUBMIT CQMPLETE �FIQP DRAWINGS SUFFI�IE�T T� SNOW a. ap��ic��c��a� x aci ��s: �s.2c� -E�v�eE��a�s a�vo F��� cL�a,r���� � � nn�ewan�iG�� , <br /> PR�STRE�SING FQRCES. -EACH PASS WI�[}-IIN PRC7Fl�E LIM[TATI(�NS � (IVSTA�.�ATION OF <br /> QUANTITIES AN� KINDS OF MATE�IALS, M�TNODS OF ASSEI�BLY, AND ALL �. ��c�u-r�r��o� �o��a�a x ' aci 3�s: �s,�s.� " '� -�ac� Pa�� M��Ts c�u�a��Tr R�c�uiR��n���rs __ �c�vi�M��-r��o <br /> DATA REQUI�ED F�OR FABftICATION, ERECTION, AND INSTALLATIO�. THE �����r��ss�r�� ��aavs itv ' �� ����N� ��� ` <br /> PURPOSE OF 1`HESE DRAUVINGS iS T� E�EMONSTRATE THAT THE CONTRAC�OR THE �E(SMIC-FQRCE- FI�MMABLE, x {a} <br /> UNDERSTAN[�S THE DESiGN CONCEPT D�CU�3ENTED HEREIN. SUBMITTA�S RESIST��IG�YST�M. �_ AISC 360 TABLE N�.4-3 CGMBUSTIBI�E, oR <br /> Ct�NSISTING OF DRAWI�GS TAKEN DIREGTLY �ROM THESE P�ANS WILL NOT �o. ���c�o� oF ���cas� _ � ��i a�s; 1� - INSPECTif.�t� TASK�a AFTER WE�.DING r�«���r -rc�x�c � , <br /> BE APPROVED. Ct�NCRE-EEE MEMBER�. INSPECT1UfU TASI4S AFTER WELC}ING c�c �a ��;-r��ia�s <br /> 11. V�RIFICATIQN OF IN-SITU W�LDS C�EANEa O Ci IN�TA��A,TION OF i, <br /> CC,�NCRETE S��NGTH, PRIC)FtTCJ SIZE, I.ENGTNAN[� LC�A1�C}N C?F WE�DS _ P P HVAC EQUIPMENT <br /> �-. "TEST RESULTS" - S�BMIT RES�I�.TS FQR A�Y TESTING REQUIRED BY s��ss�r���a��rv�c��s iN tN�LDS M��1'VISUAL ACGEPTA�d�E CRIlER1A Af�D L�UGTW�RI�C FOR X {�} <br /> BUILDII�G �ODE OR THESE PLANS, _ _ �Aza,R�ou� <br /> POST1�EiYT1�NED �t�t�CR�TE AND -CRACK PROHIBITI{�N �707.8 ` <br /> X ACI 318: 6.2 M�TERlALS '�. <br /> PRIC7R TO F�MQVAL OF �HOR�S -WEL�IBASE-METAL FUSION . <br /> 5. "CALCS" - SUBMIT CALCULATI�NS SIGNED AND SEALED 8Y A DESfGN ANQ FQRM� FRC}�11 B�AMS AN[3 I -CRATER CRt�SS SE�TlC)N p � irvsTa�t��rior� o� <br /> PRQFESSIQNAL AUTFfaRIZED TO P�RF�RM WORK IN THE PROJECT STRUC�URAL SLA��. -tNE�.� PRt'�FILES ��ciP�oc��r��� ��vc� X ��} , , <br /> R�TARY-TYP� <br /> J�JRISDICTI�N. 92, tNSPECT F{�F�IVIW{�RK FC3R -UND�ER�IlT � � ��u������ <br /> SNAPE, LC7CATIGt�A�lD -PQR£J511Y INSTA�fATEQN QF <br /> 6, "B�DG DEPT" - IF CH��KED, TNE SUgM4T1�ALS SNALL. BE REVIEWED AND oi�nE�sic�r�s o��� cot�c�� - x ACI 318: 6.1.9 � ARC SIRIKES � � v�s�a,�rio� i�e��TiQrv <br /> APPR�VED BY THE BUILDIC�G OFFICIAL. PRIOR TO FA�RICATION AND/OR n�EM���s���G FaR��°. �-�R��, P � ��s�r�Ms w���� <br /> INSTA�1�1Ti0N. B. SF'�CIFIC REQUIREMENTS F+OR SPECIAL IN�PECTIC}N SHALL BE INCLUC�E� 1�1 THE RESEAR�H � BACKING RENIC}VED AND WELC7 TA�� REMC}VED {IF REQUlRED P _ P THER�'S A <br /> REPC�RT FOR THE ANCHCC�f�lSSUEC} BY AN,4PPRC}VED SC}URCE IN ACCClRDANGE W(TH AC1355.2 C�FZ ; R�PAIR AG1'1VlTIE� � �, CL�ARANCE t�F' �.25 <br /> OTNER Ql�ALIFICAl10N PRC3CEDURES. WNERE SPECIFIC REQUIREMENT�ARE NC)T PRC}VI�ED, ; !N C7R LESu. <br /> DUCUNI�NTACCEPTA�lGE (�R REJECTIC�N QF V�IE�C}EC7 JQINTOR p �, ELECTRICA[. <br /> SPEGIAL fNSPECTIC7N REQI�IREMEPJTS SHA�.L BE SPECiF1E[� BY THE REGISTERED DESI�N MEMBER AN�M4RAG� C�F <br /> P4ST INSTALLED ANCN�RAGE PR�FESSIONAL AND SHALL BE AF'PRQVEC? BY THE BUI�QING OFFICIAL PFtI�R TQ THE 1. 1NHEN W�LDftVG QF L7QUB�ER PLA�ES, CONTINUITY PI�,TES rJR Si�IFFENERS HAS BEEN ELECTRI�AL `� �. <br /> C(�MMEN�EMENT(JF TF-IE 1NOF�K. PERFC>RMEC} IN THE K-AREA, VISUALLY INBPECTTHE V�EB K-AF�EA FC�R CRAGK� WITNIt��I�! <br /> EQUIPMENT F(JR X ta} ', <br /> 1 . ADNESIVE AI�CNORAGES, WHERE SPECIFIED �N TI�E QRAWINGS, SNALL o���w��o. ������NCY Ar�� � ', <br /> �ONFORM TO TNE FOLLOWING: ��.��°�,� �ow�� �70�.7 <br /> TABLE 17Q5.6 0-C�BSERVE TNESE ITEM� tJN A RANDOM 8A�1�. (�PERATf�}NS NEEC� NQT BE DELAYEG ANCH(�RAGE QF <br /> REQUIRED VERtF[GATIC►N ANE} INSPECI`ION {}F SOILS �_�.__ <br /> A. CONCREfE EPDXY ANCHORS: HI�TI NIT-RE 500-V3 ESR-Z'��Z P-PERFQRM THESE TASKS FUR EACH WELDED JOINT OR iVIEM�ER. � C?THER ELECTRICAL X l�} <br /> VERIFICATIQN AtaD INSPECTIC}N TASK ��NTINUOUS DURING TA�FC PERIClDICA��Y DURING � J _ � - _ � EQUIPtv1ENT <br /> LISTECI TASK�ISTEd ---_ _ i�ISC 360 TAB�.E P15.6-"1 {�) F'ff�Ifl�IC SPECIr1L INSPECTI�PJ FREQUET�}CY APII�TlEVIING 7U BE��'ERMINED�'f THE[3ESI�N PftQFESSIQNA,�. <br /> �. MECHAI�ICAL ANCHO�AGES, WHERE SPEC�FIEa ON 7HE DRAWINGS, SHA�� 1. tJERIFY MATERIALS BEL�W FCJt�'I'fiNGS INSPEG714N TA�FCS PR14R TC} BC?L.TING <br /> CQNFt�RM �4 TNE FO�LOWING: ARE AC}EQUATE Tt?ACHIEVE THE [N�PECTION TASKS PRIaR TC7 BO�TING c�� c�a <br /> �ESIGN BEr�RING GAPACITY. � MANE��ACTURER'S CERT{FICATION�P.VAILABLE �C}R FAST�NER <br /> : <br /> A. CQNCRETE EXPANSI(�N ANCN�RS: HILTI KWfK BOLT TZ ESR-1917 _ �TE�ia�s � P i �`. <br /> 2. VERIFY EXCAVATIC}NS ARE EXTENI�ED FASTENERS MARKED I�l A�CC)RUAPJCE 1NITH A�TM REQUIREMENTS t} {� ,�� <br /> _ t� <br /> �. , <br /> 3, DRILLWG SHALL BE PERF�RMED WITI� A RQTARY NAMM�R DRIL�. AND CARBIDE �o�Ro���o��Tr�Arv� �av� - x ��c���R�As�ra��s s���c��� �o��� �oirvT�ET�i�. t��a��, , <br /> FtEACHED PR£)PER MATEFZIA�.. TYPE, BC��I'L.ENGTH IF TF-{REAC�� AR� T"�}BE EXCLUDE[� FROM Q U <br /> TIPP�D DRILL BIT IN ACCORDA�IGE WI�H TFIE MANUFACT�I�E�'S I�iSTRUCTIONS 3. PERF'QRM CLA��IFICATIC3N ANC� SHEAR PIANE} . <br /> AND TNE APPLICABL� lCC EVAL.UATIUN REP4RT. T�STfNta OF C(�JMPACT�Q FILL - X PROPER BOL7lNG PROC�f�URE ��LEGT�� F(�R J{71NT DET�I� C} t� _ <br /> MAT�RIALS. CONNECTING ELEMENTS, INCLUDINC TNE APPRC�PRIA�iE FAYING � <br /> a SURFACE CC?NDI7IQN AND NC�LE PREPARATICt�J, lF SPEGIF'IED, MEET t� (J <br /> 4. BO�E HOLE CLE�NING PROCEDURES MI�ST COMPLY V�ITH THE MA�I�FACTURER S 4. VERIFY IJSE t�F PROPEk�1VIATERlAL�, <br /> TNE APPLICAB�E ICC EVALUATiUN REPQRI` IN ORDER QE�fS1TI�SANC� �IFTTHICKNESSES � , APPLICAE3LE REQUIREMENT� �`��'Y� ��` ��1��F;`�� <br /> lNSTRUGTIC�NS A€�D DiJR1�1G THE PLACEMENTAND <br /> TO PRODU�E A DRY, D�ST-FREE NC��.E. F�RE-INSTAL3ATlON VERIFiCATIC)N TESTING BY INSTA�LATIC�N ���#��U�C) ��� �����T <br /> GC7MPAGTIC}N 4F GC►MPACTEC} FI�L. PERSONNEL t7BSERlf�D AND �C�CUNI�NTED FC?R FASTENER P U <br /> 5. PRIQR 1'(7 PIACEMENT 4� GC�MPACTED ASSEMBI.IES AN� METHUDS IJ�ED ' <br /> 5, INJECTION �F' A�NESIV� SHAC.�. �E PERFORMED IN A�CQRDANCE WITN ����, QBSERVE SUBGF�AC7E Ah1D _ � PRt�PER�TOI�AGE E'ROVIC?ED FC.�R BOLTS, Nu�rs, WASHERS AN� � � j <br /> MANUFACTI�RER'S IN�TR�CTIaNS AND TH� APPLICABLE ICC EVA��IATION REP�ftT vrRiFY���si� Has ��.Er� omER�asT����cc�n�poNE�v�rs _ q� <br /> f'E�EPARED PROPERLY. _..______m __ �= , <br /> IN ORDER TO PRODUCE AN AIft-VOfD FREE ENJECTION. _ _ __ __. <br /> AISG 36t�TA�LE N5.6-2 <br /> 6. SPECIAL ��NDITION� SUCH AS WATER SATURATED CONCRETE, WATER--FI�.LED INSPECTION TASKS C}UR{NG Bt�LT�NG _ _ ` <br /> HO�ES, UNDERWA7Eft AND OVERHEAD INSTALLATIONS MUST BE �1PPRC�VED BY 1'ABLE 17't75.$ _INSPECTIC}�1 TASKS DURING �Ol,T1NG __�___� GtC c�a <br /> TNE EN�INEER OF �ECORD A�ID CQMPLY INITN THE APP�ICABLE ICC-ES REPORT. Fi�QI�IRED VERIFICATIdN AND 1NSPE�TI�N OF CA�T-W-PI�4CE DEEP FC7UNDATI�,3N FASTENER�ASSEMSLIES, OF Sl11TABLE �QNDITIC?N, PLAGED i�l A�L <br /> ELEMENTS H{�L.E�AND WASHERS (IF REGtUIR�D} ARE PO�ITIC7NED AS {� �3 <br /> i. �TEEL A�iCNQRING E�EMENTS SHALL �E THE �IZE AND GRADE SNC�WN aN THE v�����c��'�o��tvo ��s��c�'�t�tv �'�sK ���r��uous c�u�N� PERIC}E�ICALLY DURING R�QUIREt� , <br /> TASK L.ISTED TA�K LISTED � <br /> D�AWING� AND M�ST BE CLEAN, QRY AND F'REE OF AI�Y QIL OR C�NTAMINANTS. �. C}BSERVE DRIL�.#NG flPER�1TiC}NS JOfNT BRt�UGHT TC}THE SNUG-T1GHT CC�1�dITION PRIC}R TtJ THE a � <br /> PRETENSIC)NING OPERA11t�N <br /> ANd MAINTAI N COMP�ETE AN[3 � _ FAS�I�ENER COMP{)lVENT NOT Tl.1RNE� BY�t77-1E tNR�N�H PR�t1ENTED ` t} t� <br /> 8. SUBSTITUTIQN� FOR ANCNO� SYSTEM� MUST BE APPROVED �Y THE STRUCT�JRAL Accu�� ��coR�s �aR�ac� -� <br /> �Ro� �to-re�-ri�� � <br /> �NGINEER OF RECORD PRIOR TO INSTA�I}�TlON AN[� SNAL� HAV� A VALID PIER. FASTENERS ARE PRETEI��IQNED IN ACCC�RDANCE 1�ITN TNE RC�C � _ <br /> � ��x, <br /> ICC-ES EVALUATIt�N IN ACC�RDAI��E WITH TNE APPLICAB�E BUILDING �QDE. �, v�R����.ac�n��r��r�,�e�.�na�vs ar�a s�����i�a�o�v, PROGRESSIN�SYSTEMA�ICALLY FI�C3M TNE MOST a o <br /> PLUIV]Bfi3ESS, CONFIRM PI�R RIGIC} PCIINTT�}WARD TrIE Ff�EE EE�G�S <br /> 9. AI..�. ANCHOR EMBED DEPTHS SPECIFIED {�N THESE DRAWINGS A�E E�FECTI�/E CJIAMETERS {IF APPLICABLE}, <br /> EMBEDMENT QEPTNS. ADDITI�NAL ANCH4R LENGTH AN� OR H�LE DEPTN SHALL. ������, �Ms�on��rv�r irvTa x <br /> BE PRC�VIC�ED AS R�Q�IIRED BY THE ANCHOR MANUFACTIJRER AND ASSO�IATED BEC�RC�K{IF APPLICA�[.�} ANt� AISC 360 TABLE N5,s-� <br /> AD�QUA7E EN� BEAR{C�G STRATA W�P�CTIC?N T'ASKS AFTER BQLTING <br /> C�DE APPROVAI�S. �A��c��. I IN�PECTIC}N TASKS AFTEEt BOLTING t�� c� <br /> 3. F{�R C4NCRE-I`E PI ERS, PERFORM w ��F�M�� <br /> A€�a1T10t�JAL iNSPECTIC)NS IN _ _ C}{�GUMENTAGCEPTANCE C}R REJECTICJI� C}F BC?LTED C�7NNEC�IC►NS P __ �'_----� ���\J�� Er ��R P ER� IT H G I N E E R S <br /> ACCORdANCE WITH SEGTIt�N 17��.3. w _ _.. <br /> _ _ _�-__ _ _ __ <br /> C}-OBSERVE THESE iTEN15 f�N A RANDON! BASIS. t3PERA1"IaNS i�IEED E�ICJT B� DELAY�Q 1601 Fifkh Avenue,Suite 9ot�]Seattle,WA98101 -, . <br /> PENC?1NG THE�E 1 N�PECTIt��lS, � ��. � �.��� � Pn aos,sas.o7����xos.sza.3rrs :_ <br /> P-PERFQRM TNESE TA�KS FOR EACH BOLTED COf�1NEC110N. � ao�'man.com ' <br /> _. -_ � __ __ _._ <br /> L�18TING «eeav�ry;resu�ts��a�st,�ps <br /> �� � J DRAW DATE SU�TITI.E CURREN7IN��1-S�1-{��}G4 SYMBOL � DA7E a�.��.�7 . <br /> SYM REVISION BY APPROVED DATE SYM REVi510N BY APPROVED DA7E Y �. t} ACCEPTABILITY R. REEVES Q9.04.15 �TRUCTIJRAL NUTE� <br /> ,�'��og ��' �1,� THIS DESIGN ANI}f{}R R. MflftGAN Q9.Q4.15 SHEET <br /> - EDC STATIc TEST FACI�ITY w3o9�715 RLR �0 1�}.02.15 �.�� Q SPECIFICATIt�N IS APPR�vEa ¶.�t� <br /> A EDC STATIC TEST FACI�ITS' - AS--BUfLTS W3099715 CEI E�f 10.03.16 � �� aov�a a� DEPT. DATE R. MORGAN 09.04.15 EDC STATIC TEST FACILITY -- P�ASE � <br /> ��J��II��I�� � CHECKEa ���.i.i � <br /> 8 EQC STATIG TEST FACILIT'( - PHASE 2 W4440664 CEI EO 03.10.17 •�c� '� �' E. OJALA 09.04.15 B��LD I N� �5"V� � �oa Nt�. Ct�MP xo, <br /> "� sassi ,�,� a����v�o W3099715 , <br /> � '��I;AL �+���ti� DWG N0. ' <br /> s,��.��,�,� .��, mPP�av�� STRUCTURAL MASTER EVERE:TT, WA 45-012-S�D <br /> :-�, . <br /> � <br /> 3917 <br />