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�, <br /> 5.3.3 NO WE�DING OF REINFURCING STEE�SHA�L BE ALLOWED EXCEPT �"" `° <br /> WH�RE SHOWN. ALL WEI.DING(}F REINF�RCEMENT � � <br /> � ��o <br /> SHALL BE PER ANSUAWS D1.4. THE FOLLQWING FILLER <br /> METAL SHALL BE USED WHEN WELDING REINFORCEMENT: �� <br /> ��� ��.,) `�N� <br /> � <br /> E ME L � ¢~� <br /> A. FOR WEI.D1t�G t}f ASTM A7Q6 GR fit}REBAR,80 KSI FII,L R TA , <br /> l.J ~�� <br /> . . . . . . . . . . . . ' . . . .. � N LL W . <br /> B. FOR WELDING{}F AS1'M R615 GR 6�REBAR,N01'PERMITTEL}. �� ��� _ <br /> C. FC}R WE�k�ING OF ASTM A615 GR 4�REBAR,NflT PERMITTED. �/ �� ��~ <br /> �� <br /> �� <br /> 5.3.4 ALL FULI.PENE7RATlON FIELt7 AND SMUP WELpS SHALL BE FULL TIME '`'�,� � ��� <br /> � . . � . . . . . � �... . _. � � '1 � M W�� � . <br /> Z � <br /> INSPEGTED AND TESTED BY NON-DESTRUCTIVE PROGEDURES. <br /> RESULTS QF TESTS�HALL 8E SUBMlTTED FQR REVIEW BY THE � � N <br /> �TRUCTU�2AL ENGINEER. � � � <br /> 5.4 WELDING PRt}GEDURE SPECIFICATION{WP�} '� �� <br /> _ ��'n � <br /> � � � 5.4.1 F{�E2ALL WEL[}ING QF REINFf}RCING STE�L,NON�PR�QUALIFIED � � � � � � � � � � � � � � � � � <br /> ,� � +_" <br /> WE�DS ANQ AI.L t+VELDING OF C(}MP{}NENTS WHICH ARE PART OF TME '" �� r ,' <br /> SE1SMlC FORCE RESISTING SYSTEM,CflNTRACTC}R SHALI.SUBMIT A � � .� �, � <br /> WELD{NG PROCEDURE SPECiFECATION(WPS}TO ENGINEER Ft7R <br /> APPRQVAL.PRIQR TO WELDING,EACH WPS SHALL 1NGLUDE AL� � � <br /> ' � � � <br /> � � <br /> NECESSARY INFQRMATION REQUlRED BY AWS D1.1,AWS D1.4 AND � S�„ � `' ' <br /> AWS Q1.8 AND AS F4L�QWS: 1.3� � � ,Cy . <br /> : � � � <br /> �. Al�PLICABLE BA�E METAI.TYPES AND THI�KNESuES. � � � _! 3 <br /> � (� � . <br /> � <br /> B. S�{�TCH OF JOCN1'IND�CATING APPLICAB�E DIMEN�EflNS. (� � � <br /> INDIV{D[1AL PASSES SHALL SE IDEN1'IFIED AND NUMBERED Tt} n � C�„� v <br /> IDENTIFY THE SEQUENCE. THE SKETCH SHA�L fDENTIFY THE <br /> ' MAXIMUM 1'NIGKNESS AND BEAD WIDTH. IN N(J CASE SHALL THE � ■� � � � <br /> LAYER THICKNESS EXCEED 1/4"NOR TH�BEAD WIDTH EXCEED � � � s' <br /> 5(8.° <br /> � � „�,Cvr ° <br /> � �G. PREHEAT REQUIREMENTS. � ,�,�+ C� � <br /> _._. <br /> � �"„�,�t � x . <br /> � � � � �� , <br /> D. EI.�CTRICAL CHARACTEft{ST1CS{I.E.,CUFtRENT,VOLTAfiE,TRAVEL 2Z ; <br /> SPEED�ETC.). � � � <br /> ; -�� <br /> � ..�.. ;�? � . <br /> C/� � +' � � <br /> r E, ELECTR4DE REQUIREMENTS SHA��MEET 1'�IE REQUIREMENTS f�F � .� � � � <br /> AWS A5.1,AWS A5.5�AWS A5.17,AWS A5.23,AW�A5.18,AWS A5,2a, <br /> AWS A5.28,AN�AWS A5.29,AS APPLIGABLE FOR WELDING METH{�D � � � <br /> USED. � <br /> «�..... r� <br /> � ,_ "�,�,`i a� <br /> . 5.� STEEL JOISTS AND JC}I51'GIRDERS �� '— � � : <br /> � � � � � � � � � <br /> Q � <br /> 5.6.1 i�ESIGN l.OADS SHALI.BE AS STATED IN SECT(ON 1.5 P�US ANY �; °J ; <br /> � � � � � � � � � � � � � <br /> SPECIAI.LOADS IN�ICATEd Q�l'EHE DRAWINGS. UNLES�(�THERWISE `,: i- � <br /> x � <br /> NQTED,MINIMUM DESIGN LOADS SHALL INC�UDE; ,� ,� �� m �` <br /> , ; o . � � <br /> � � � � A. WHERE PRlMARY RQOF MEf�BERS AF2�EXPC}SED T4 AVItaF2K � � � � � � � � �� � � � � � � a c� n. � . <br /> � FLOOR A SINGLE NQN-CONCURRENT GONCENTRATED LIVE LaAD � � � � � � � � � � � � � � � � <br /> � � ����. - � � <br /> � <br /> OF 2000 LB5 SHALL 8E LOCATED AT AT ANY PANEL POINT ALONG � <br /> � <br /> . . . . . . . ¢� z4�1 <br /> r THE TRUSS BQTI'flM CHORD. _���'���� <br /> ,._,a�_.x a>- <br /> . . . . � . . . . . 3 w� ¢� <br /> B. AT R�C3F J{}lSTS AND Jt}IST GIRDERS,A MINIMUM NET 11PLlFT ���4��L <br /> �Qd���� <br /> L C}A D t�F 1 2 P S F. � �� ����a a� <br /> . � �����'�p . <br /> 5.6.2 STEEL JOISTS ANE},iC}ISl'GIRE}ERS SHALL BE�fANUFACTUftED PER � z��z s�� <br /> � . . � . . . � . . . . . � - . � ,�y, dr� "Y'j. t— Y q�r- a <br /> THE iATEST EDITION flF THE STANDARD SPECIFICATIt}NS FQR STEEL �'�����p ����� � �����q� <br /> JC115TS AND JO#ST GiRDERS PUBGlSFf�a BY THE STEEL J{IIST � � ���z <br /> . , . . . . . . r� w v c�id-;a> � , . <br /> INSTiTUTE. � a �• � c� o a a w o�a <br /> � ,., a o ������N <br /> ...� � , .i� � "�"� � w��.w�..a��' �.: <br /> � � *"� ry �" W ao�u-s�< � <br /> 5.6.3 A�L STEEL JOIS7S AND JOISTS CIRDERS SHALL BE MANUFACTURED � �� � � � ����N z <br /> ���� ������ � ��N��~� - <br /> BY A FABRICATOR CURRENTLY APPROVE[7 BY fCC(INTERNATIONAL � ��j �~ <br /> �, �`p c� �,�•-4aa� s <br /> z ��; <br /> �aa�o ,-. � <br /> C(}DE C(7UNCIL). �iJFACTURER SHALI.BE A MEMBER UF SJI,AN€7 �s � �^> <br /> .��� �-o <br /> =p 4�2 o�y x <br /> . 2�`C"3=`*� <br /> AL�STEEL JOISTS ANE�JQI�T GIRDERS SHAL�BE SJI APPROVE[3. e, �n��,��-� � , <br /> �� . .� . . . . ' . . . . . . , o�Fz�4.�` � . <br /> 5.6.4 THE MANUFAC7URER SNALL SUBMIT SHOP DRAWINGS AND g�?���� � <br /> Vi t TF4�R. � <br /> CAL�UTATIONS SEALE�BY A PRflFE�S!{}NAl.ENGlNEER L(CENSED IN �m Y'4 Q � <br /> . THE STATE OF THE PROJEGT. <br /> � ��� � ��� � ,���„.�.. . ��� � <br /> � � � � � � � � � � � � � <br /> 5.6.5 IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER,THE - � ` <br /> � GENERAL CQNTRAGTQR,AND TNE ERECTOR TO MANUFACTURE AND � � <br /> INSTAL�AI.L STEEL JOISTS AND JO(ST GlRDERS IN CONFC7RMAN�E <br /> � C��3 � <br /> W1TH THE MC}ST GURRENT OSHA Rt3LES(QSHA 29 CFE2 PART 1926.757}. ' Q �;:« � � <br /> � ; <br /> 5.6.6 PRE-ENGINEERED Fl.4C}R J{}(STS TNAT EXCEED 25 FEET SHAL�BE � N � �, � <br /> � � � � � � � � � � � � <br /> � � � � � � � � � � r''"'�o � U r i � :� �,: <br /> CAMBERED BY 75°I���E}EAD LOAD DEF�ECTION. Q} �„` � .��. . <br /> 5.6.7 LIMIT I.IVE LOAD AN�f(�R SN(�W�OAD D�F�ECTIC1tJ TO LI360 FOR <br /> FLOOR FRAMING{NEMBERS AND 1J240 FOR ROaF FRAMING MEMBERS. � � � � � � <br /> ,�� � � , <br /> �; H �U <br /> � � <br /> 5.6.8 TME JOIST MANUFACTURER SHRLL pESIGN THE JOISTS FOR UNIFORM � � � � <br /> � <br /> � � � <br /> LOADS INDICATED ON T�iE STRUCTURAL QRAWINGS AS WELL AS ALL � � <br /> SPEC3AL�OADS Nt7TED t}N TNE STRUCTURAL P�.ANS AND DETA1�5. : <br /> SPECIAL�.OA[3S SNAL.G INC�l1DE PflINT LOADS F4R SUPPORT OF � <br /> �� R , a; � ,, � � <br /> � �.:_ _ � <br /> SE�ONDAE�Y FRAMING,UVERFRAMING AND SUPP{}RTED EQUIPNlENT <br /> {MECHANICA�UNITS,SIJSPEN[}�D EQ�IIPMENT,ETC.}. � ' <br /> 5.6.9 THE JOIST MANUFACTl1RER 5FEALL COtJRDINATE JOIST BRIDCING AT <br /> � � <br /> EXPOSED LOCATIONS F�R ARCHITECTURAL APPEARANCE. BRIDGING _ , <br /> LOCATIONS SHALL AL50 BE COORDINAT�t�TO AVOID CdNFLICTS WITH � � � . <br /> MECNANICAL DUCTWORK,SKYLIGHTS AND OTHER BUiLDING � -� � <br /> T � <t ,� <br /> SYSTEMS. � � <br /> �a v <br /> � <br /> �� ,i; . <br /> �, f � <br /> �� u l <br /> r �.� s��E�r��cxir�� UJ <br /> ' S.7,1 ALI.STEEC DECKING SNA�L BE FC}RMED FR�M STEE�SHEETS "�' }' <br /> CflNFORC�ING TO A�TM A-653,Fy=38 KSI,AS A N11NlMUM.THE ___.._ . � �� � � � < <br /> GALVANiZED COAT[NG SHALL C{}NFt}RM T�ASTM A-653,G-60�R G-90 �� <br /> � � <br /> . � � APPLE ABLE: � � � � � `� in <br /> SPECIFICATiQNS AS C �/ <br /> � II � � <br /> 5.T.2 ALL STEEL DECKING SHALL BE PLACEp QN SUPPORTING FRAMEWORK = � . <br /> � � � � � �� � <br /> WfTH A M�tV1MUM EN[3 LAP OF TWO INCHES CENTER�D OVER <br /> SUPPt}RTS. THE QECK SHALI.BE ATTACHED TO SlJPPQRTS AND � <br /> S DE LAPS PER TN��IAPHRAGM SGHEDULE. � c ¢ Y" . <br /> FASTENED AT 1 '; t,; ,� �, <br /> 5.7.3 DECKING SHALL BE AS MANtJFACTtJRED BY ASC PR�FI�ES,INC.C}R ' ~ .° <br /> s; <br /> EQUIVAi.ENT. ALTERNATE MANUFACTURERB SNAL.L BE PERMITTEE} - � w � . <br /> r PR{�VIDE D 7 H E D E C K M E E T S O R E X�E E D S T H E S E C T I{}N P R O P E R T I E S. � � � <br /> , �I � <br /> 0�THE SPECIFIED DECK AND THE ALLOWAB�E�HEAR CAPAC�TI` <br /> �,��.� .��� =r„:������",'� ��..�� �� <br /> SPECfF1ED 1N TNE DECK ATTACHMENT SCHEDULE. ` ' <br /> Ft <br /> 5.7.4 (F CONCRE7E TOPPING!S SPEClFIED,DECKING SHAI.L BE DEFORMED � <br /> � <br /> OR EMBC}SSED T(7 PROVID�A MECHANICAL BOND WfTH THE <br /> G�NCRET�. IT!S TNE RESFONSIBILITY OF 7HE CO�ITRACTOR TQ <br /> PR{�VIDE DECKINC SHQRING WHERE REQUIEtEO BY THE � <br /> MANl1FACTURER: <br /> � <br /> � <br /> 5.7.5 C{�NTRACTflR SI-EA�L.BE RESPONSIBLE TO CC}{}RDINATE WITH <br /> AR�HITECTURAL DRAWINGS ANI�SI?E�IFICATI4NS FOR ANY SPECIA� � <br /> w � Y <br /> REQUiREMENTS. . � � 5 <br /> � 5.7.6 CONTRAC70R SHALL INSTALL DECKING AS REQUIRED TQ PREVENT � W <br /> U � � � �� <br /> MARRINGIDAMAGING DECKING AT L.t3CATlt7NS EXP�SED TQ VMEW <br /> aG o U o <br /> � � � � � � � � � � , <br /> W <br /> �r� <br /> . FR�3M BEL4W� <br /> C'� t.n Q � O <br /> .� � <br /> � � � � � <br /> ; � � � � � � � .. .z.�...,.�'`���,t�-�;���=�� � <br /> � � � � � � � � � � � ��� F a� � � � <br /> � � � , � �'� � �� �� <br /> ' � � t � �.:�� <br /> � ^ � <br /> � � <br /> � � <br /> r•£ ��� ����� � � ; <br /> � <br /> � � � � � � �'"i ��§5..,�:� �' s� � � �� <br /> � � � � � � � � � � � <br /> � � � � � � � � � � � � � i � � � � <br /> � "' � <br /> � � � �' ,��� . <br /> � � � � � <br /> � � � � T A C O M A•SEATTGE•SP{)KANE�TRI-CITIES �' .�... � ��� t*1 <br /> � � <br /> a� <br /> 2215 North 30th Stra�t,Suite 200 Tacortta,WA 98403 ' � <br /> 253.3832422 TE�. 253.383.2572�AX www.ahbl.crntt � _°�; <br /> � � � � � � � �,�,�� ������H� a�v � ���,� �� <br />