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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
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<br /> 2215 North 30th Stra�t,Suite 200 Tacortta,WA 98403 ' �
<br /> 253.3832422 TE�. 253.383.2572�AX www.ahbl.crntt � _°�;
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