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_ _ _ _ _ _ _ <br /> � <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 __ _...._ � � ° <br /> w � � <br /> � � � � � � SHEAR Pl.THCCKNESS � � � �-�' " � �� � o� ��;���� � � <br /> � <br /> G !.+� n c7 u�m <br /> �,�� � w wx—��r.F_ <br /> ' MINU��1$ �`r�''`lN�,� ���,a��� ? �mo��o� <br /> � p � ��q��� <br /> z��� <br /> T ` j S�GTIC,�t"�1 �Et:T1�N S��TIt�N � ���� "� <br /> ��� ` ' '�V� � �q4�W�� <br /> G <br /> a�d'a"��<� S <br /> � � , � � . � . � EO�q�o'y- <br /> �" = 1'_C}" 1" - 1'-0° 1" = 1'-0" 1" = 1'-0" y E � <br /> �a����� <br /> ��,_;-�� � <br /> �cY�u�¢:aa <br /> �PS-�"�, <br /> aw <br /> a <br /> . . � � � � . . . � . �,�L�sNY 5'l�"� x,�A.�..� � <br /> � � . � � . . . . � . � " � � <br /> � . . . � . . � � . . . . . . � � � . � � . <br /> . � z. <br /> —� � �.,. '� <br /> 1/8 � ��"J - CAP PLYa x COL Q�iv1S � �} :5' � <br /> GRID GRID . _. � _ � 'a— Cl,� � � ;� <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 � � < <br /> � � <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 � � <br /> -- �- � '� <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�$-1nn�iN Wjj¢°QiA '\.__ `� � -"� <br /> �� A325-N Bt}LTS AT 3"C?C SUPPORTED BM-t7NE t}R � � � � � <br /> PER��� BOTN SIDES PER PL.p,N � � �,, � , <br /> z � z � <br /> � � �� <br /> � � � o � ¢ � � � � <br /> � � . � � �� <br /> ��, � <br /> t <br /> DO N�T SLt}T HC}LES � � '';�J � <br />� � � � � � � .��.ar,i z,.,m���� v ..� A�`� ; <br />� � � � � � � � � � � � TYPICAL CCJNC}ITICIN WHERE C�}�UMN� � ������ � � '���� <br /> ___ __ __ -_�—. <br /> CC�NTINUES PAST F�.C}�R ;� { ; ;: e <br /> � � � � � - �� � �,��� T..r..� � � �� <br />� , . . . _ . . . . . � ' b i �� '� . <br /> I3 � 2� <br /> S��TIC�N �E�GTIt�►N � �►�+C�"`1C�N z� �n . ����$� � � N � <br /> '' �CTIC�N � 7 � <br /> � � � � <br /> 1"" = 1'-0"' 1" = 1�_0" ,��� = 1'-0�� ��� � ��_0" � � � <br /> 4 <br /> r � <br /> � � � � T A C O M A•SEATTLE•SPOKANE•Tftl-GITIES � � �M� +�-� ,� � � � <br /> � � <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' �� �� <br />