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<br /> GL o .
<br /> �
<br /> / SLAB JQINT Lt�CATI{�NS PER ��c,
<br /> ��, .
<br /> � ���
<br /> COMP4�ITE a �-�?
<br /> METAL FLQQR STRUCTURAL NOTE 3.�4.4-PROVI[}E ���
<br /> DECK PER PLAN �°SAWCUT x�"JOINTS-SAWCUTS � �N�
<br /> MUST BE MADE WITHIN 4 TO�2 FiOtJRS 1/8 1-�2 � ;��
<br /> S�AB REINFORCING AFTER CQNCRETE HAE'�DENS-BLADES � W o 0
<br /> P E R F'I.A N A T SHALL NOT BE BLUNT AS TO GAUSE I�IGH3'GAGE ���� ,� ���
<br /> GENTER OF C H I P P I N G 4 F C C}N C-P R O V I D E J O I N T C E I.{.C L O S U R E f ��°
<br /> • C�NCREi'E SEAEANT AND INSTALL PER MFR BY DECK MFR .,,� 1� ���:
<br /> RECOMMENDATIQNS-ALIGN.3{�IN7S
<br /> T(}PPlNG COMPOSiTE �—� (,J7 �`"
<br /> t}VER HIGN F�UTES METAL FL44R � W z r�
<br /> DECK PER PLAN ATTACH �`
<br /> StJPPORTED BEAM SIZE NUMBER OF A325-N \ PER � � �
<br /> GRID GRID � �
<br /> W 1(}x 2 �`� "4, SCHED
<br /> `� o� � ,
<br /> � � �
<br /> —�- x x x x x __=�� x -�
<br /> t W12x 3 �� _� — � �
<br /> � � W 14x 3 `r
<br /> ' 1�GA GAGE—_ S"MAX � � N ,�
<br /> � I � � � � W 16x � 4 � � � � EDG�FORM BY �_ _ �� � �� �- �
<br /> I DECK MFR ��' � ■— u
<br /> � W 1$x 5 � � L , � � �
<br /> i � WF BM PER � Y �
<br /> W 21x 6 P�AN � � i� >
<br /> _ �
<br /> � W 24x 7 ; �..i�.. � �
<br /> U �
<br /> � TI�T-UP WALL PANEL AND � TILT-UP WALL PANEL AND � � �
<br /> R�ir�F�ER�i..A�vA�va���v R�i�vF�E�P�aNaNQ��Ev TYPICAL PLACEIVIENT OF TEMPERATUR� �INGLE PIECE �[��E FQR�tI PERPENQI�U�AR (�f') C.�
<br /> � � � � � �� � �
<br /> AND SHRIN�AGE REINFC}R�EMENT � TO DEG� ON WIC�E F�ANG� BEAM �� (j} = � a
<br /> �o��s: � (1,� � �<
<br /> � ,
<br /> r ;
<br /> P RACH 1. AT WSX,MIN°K"DIS7ANCE SHALL BE 9". � '� � � �
<br /> SCHED ATTACH 2. ASTM A325(N�BOLTS C}C3 N4T REQUIRE ARE-TENSI{�N AND �
<br /> � � �, �
<br /> � � PER MAY BE USED WITH THREAbS INCLUQED IN THE SHEAft �` 1 {} �
<br /> SCHEL} - �`�,�PER �H GOMPOSITE PERACH � �
<br /> COMF4SITE METAL DECK Ct�MPOSITE METAI.pECK PLANE. /
<br /> � � � � � PER PLAN � � � � � �� ��-�' '�GHED METAL ELOOR SCH�D � � � � � ,`� v �
<br /> 6"OC PER PLAN - SUPPORTED BM {?NE OR DECK PER PfAN � � := "C3
<br /> 9" �'fP gu g��p� SUPPQRTING 8Ei�41 PER �� 12" 1u Bd`CH SI[�ES PER PLAN '' �"
<br /> �
<br /> _ c� � � PE�ME 2 2 14 GAGE EDGE 6°MAX C{�MPOSITE �IGHT GAGE �� � '.�}-�, o '`
<br /> � v TYP � '�K°QISTANCE FFtt}M AISC Ft}FtM SY DECK METAL FLOC�R EDGE FORM BY � � ■� ,,,,�_j rn �
<br /> � x x x x � x X k %"DfA A325-N BflLTS-SEE MANUAL{}F STEE� �FR DECK PER PLA#d L}�CK MFR � � � <t '
<br /> _ �� � _ � _ u _ _ i. TABLE FOFt NUMBER REQ D Ct?NSTRUCTION,1-1/2 MIN �, .�
<br /> � �
<br /> - - - - - - - - -- - = = � W � = = = = = - - = - = - - - .
<br /> r �,/ � �
<br /> � _ � — x x x— x x -•--�---x x � ...... � � �
<br /> � � PROVIDE STANDARD — — - — — — - �� L�L. � � .
<br /> � � ,� NSS5x3x3�s � �
<br /> - i r � o �,,c„ SNORT-SLOITED HOLE5IN �
<br /> CHQRD STEEL PER PIAN � I � SHEAR PLATE ALIGNED W1TN BLdCKING �- — � °; � �
<br /> _......_
<br /> i � �,... BE7WEEN WF BM PER ; �-
<br /> �� i ro�p� ¢ z LE�iGTH QF BEAM -INSTALL LIC�HT GAGE a� �:
<br /> C �E�.l.C�{}SURE � � O
<br /> c.� AaTM F43$HARDENEf} .�
<br /> � r, � �y{ ¢ �Tc..a � BY DECK MFR -,�m` Q aci t°
<br /> CHORp STEEL PER PLAN i � � ,{t)ISTS PIAN �' .� a
<br /> � � a. WASNERS OVER
<br /> • '� � �� i � SNORT-�LOTTED HpLES � � a cJ n. �
<br /> � � _,rr��� ���.�� ...., 3,a�,��."?�. ' � ,��
<br /> _� � � � � � � CONT LEDGER L 4x4x714 WI � � CONl'f.EDGER �.4x4x114 WI - - - - - - - - - - - - - _ � 3116 2-12 WF BM P�R � „`� � „� �
<br /> _ _ - = - - - - - == - - = - = - - —
<br /> ..�,.z=., „�, _q�
<br /> 518"DIA EXP ANCHORS AT 5�8"D3A EXP ANCHQRS AT `�`,-- "K"DISTANCE FR�M AISC PLAN ������ xw
<br /> 24"'{�C Wl 5°EMBED 24"U�WI 5"EMBE{} � MANUA�4F STEEL ��__���
<br /> Ct�NSTE2k1C1'!ON ' "���4�
<br /> 114 Q�o���� ;
<br /> l PL%"STIFFENER `� `�l^ ,- 4 a��x�� �
<br /> SNEAR PI.T4 MAT�H WEB ��W�2��
<br /> � � ��'Fc'�a¢ z�.
<br /> THlCKNESS E7F St1PPqRTED 4 0� �� �,+� ��Q N M��
<br /> � Z�6L
<br /> 8 SI�ICLE PIECE EDGE FURM PARALLE�. T{� T W C 7 P I E C E E C�G E F R O M W I T H �E C K a a� ���` � ��`�� `�� � <=za�'��
<br /> , BEAMPLUSY,s",�/"MI►� DECK dN WIDE FLANGE BEAM SUPPC3F2TING — - ��' � � �=�z�3�
<br /> - CANTILEVER c'�N W(DE F�.ANGE BEAM � � .�' � � � � �����_� ��
<br /> w���sizE Tt�rv�TCH �H JOISTS __ _...._ � � °
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<br /> G !.+� n c7 u�m
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<br /> 1/8 � ��"J - CAP PLYa x COL Q�iv1S � �} :5' �
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<br /> ' WHEN BEAM JC�IST - ' � � � � o .
<br /> �
<br /> �
<br /> CC}NNE�TIdN 13 WITHIN � CQ? I � . � {� � A C!} �"'� "' �' �
<br /> i 10 QF PAN�L JOINT>SEE� i NOTE: D�CK SPANS
<br /> � (}PPOSI7E 0lRE�TION AT � ' � I I � � a 1--� N
<br /> � si�n caN���ric��v � I I�
<br /> � I I � � � � 4
<br /> TILT-UP WALL PANEL AND TII.T-UP WALL.PANEL AND {� � I I � � � � "K� �
<br /> REINF PER PLAN ANI�EE.EV REINF PER P�AN AN�ELEV Q � I )' � �f�� ,� # � ; :
<br /> � � � � � � � _ �-.� �,%� ���...a ��;��s,�' �.�< � � ~
<br /> �
<br /> � { � _. SUPP4RTED BM-{}NE�R
<br /> I f � � <
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<br /> � 5llPP4RTEC}BM PER P�AN # SUPPOR7EQ BM PER PLAN �
<br /> �4" ;, BOTH SIDES PER PLAN .. ��
<br /> ' EMBED PL�x 12 x BEAM EMBED P��x 12 x BEAM „K"DISTANCE FROM AISC g" �" \—---- NSS CC��PER PLAN C,..! �i � ��
<br /> DEPTN PLUS 4"W/(4}f"DIA "K"DISTANCE FROM AISC DEPTH 1'�US 4"Wl(6)l"DIA MANUAL OF STEEL
<br /> � x 5"WHS AT 8"GAGE MANUA�t}F STEEL x 5"WHS AT 8"GAGE C4NSTRUCTIQN,1-112'"MIN 3 i PL�x BEAM t}EPTN TYPICAL CONDITION WHERE �OLU CVIN � � .= a t-
<br /> ______ �
<br /> CENTERE[}flN EMBED PL Ct}NSTRUC71qN,1-�12"MIN CENTERED QN EMBED P!. � x 2'-0° �TOPS AT FLC.��R � �y C� � �
<br /> �
<br /> � � _ � J �
<br /> x x x x x x x x x x
<br /> . ' . . . . . . k . � . . . . � �
<br /> ' . . . . . . � . 1Q� . 1O1 .. . . .. . . �_ � . �� � .
<br /> . . � � . � . ' � ' � � �
<br /> C �"� Y�.
<br /> �
<br /> � � z G�?NN PL AND BOLTS � I ( � {3)SI[�ES � o
<br /> ! . � � � � I � _ � � � � � � "' � °� � � ��R A�vQ �� � � I II I ��� � � � � � � � � � d� "' .
<br /> c�Er�� � c� � ,-�-N �� (��c��M� _ I � � `� " 3 I I I I � � {� �
<br /> ' =CL 8M `'' \ L1=C�BM ~ � � � I -- HSS COL PER PLAN ��" �--1
<br /> � � C� " �7R 6 � � � � �
<br /> -�--�� � h <
<br /> � � � ( � � � � � , � �,.J ..
<br /> � � I � 1 I I w���s�z�-�� �� �f� � -�-� � .�
<br /> t�� t�, MATCH K�ftF PI.� I — „K°DISTANCE FRt�M AISC �`; � L� � q
<br /> ` ' . TNIGKNESS I ( ,� �,1ANUAL OF STEE� � � ._ `�'
<br /> '�K°DISTANCE FR{}M AISC "K"DISTANCE FROM AISC MlNl1S�°��mm � j � CONSTRUC7CQN, 1-112"MIN � v � �
<br /> MANUAL OF STEEI. MANUAL OF STEEL °3 �`
<br /> _- .
<br /> ��� ��
<br /> CQNSTRUCTION C(}NSTRUCTit�N � {r� `'—f � `�' ;'
<br /> . � � � SHEAR Pl.,BOLT�AND WEL.D � � uN�AR PL,BQLTS AND WELD � � � • I � �� � ���,, � � ����� .. ..���� , �t�:����`" ���' ��
<br /> �°�a �
<br /> EMBED PER (3N GRIDLINES 9 AND � ( � ( � � �
<br /> PER � PER � 10.�PROVIDE KERF PL O � E d � i �,
<br /> � " � Dd ��� � WH�N BE,�M JC}IST DO � � 5 6 � � ( �u � �`
<br /> • � p�� EA SIDE(3F WEB � � T�� �:
<br /> NQT GC}NN�CTION IS WITHIN NOT �3° I � {� n,. I
<br /> � Sl.C}T NCILES 10"OF PANEL JOINT,SEE� SLOT H{3LES .fl � I _ f� � "' `
<br /> f � �
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<br /> I � ��.._.._-_---..,.— � f;
<br /> "K��OkS7ANCE FRUM AISC W
<br /> �
<br />" I � `�, _._ MANUAL C}F STEEL ` �
<br /> KERF F'L TO MATCH - a � CC}�JSTRUCTIC7N � � v� � �
<br /> TYPICAL BEAM/Jt�IST CC3NN T{� CONG TYPICAL BEAM/JC�IST CC1NN TO CC�NC TYPICAL BEAM/JC�IST CC�NN TO C�NC -rH�c��vEss o�a�An� �`4, � � �
<br /> WALL - W'14 BEAM� OFt �ES� WALL - W1fi BEAMS C}R GREATER WA�L - WITHlN '�0" OF PANE� JOINT w�$-1nn�iN Wjj¢°QiA '\.__ `� � -"�
<br /> �� A325-N Bt}LTS AT 3"C?C SUPPORTED BM-t7NE t}R � � � � �
<br /> PER��� BOTN SIDES PER PL.p,N � � �,, � ,
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<br /> DO N�T SLt}T HC}LES � � '';�J �
<br />� � � � � � � .��.ar,i z,.,m���� v ..� A�`� ;
<br />� � � � � � � � � � � � TYPICAL CCJNC}ITICIN WHERE C�}�UMN� � ������ � � '����
<br /> ___ __ __ -_�—.
<br /> CC�NTINUES PAST F�.C}�R ;� { ; ;: e
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<br /> '' �CTIC�N � 7 �
<br /> � � � �
<br /> 1"" = 1'-0"' 1" = 1�_0" ,��� = 1'-0�� ��� � ��_0" � � �
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<br /> � � � � T A C O M A•SEATTLE•SPOKANE•Tftl-GITIES � � �M� +�-� ,� � � �
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<br /> _ _ �; N _
<br /> 2218 North 30th Street,Suike 20o Tacome,WA 98403
<br /> f 253.3832422 7E� 253.383.2572 FAX vnow.ahol,can ��
<br /> ��$�� �,� ���;ti' �� ��
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