|
, . . -
<br /> , . . _ _ __ _ - _
<br /> � -- - . � _ __ _ . _ _ ___
<br /> _... �_
<br /> �
<br /> CONNECTION NOTES: WT � (���.�
<br /> �
<br /> 1. ALL BOLTED CONNECT�ONS TQ BE TYPE N W6TH FULLY PRETENSIONED '� CAMBER AT MID-SPAN �- TOP OF STEEL ELEVAT�ON
<br /> AS�+� A325-N BOLTS PER AISC STANDARDS EXCEPT WHERE SNUG T6G4�T �-..-=--� � _ a � NUMBER OF STUDS. SEE �'` j� DEVlATION FROM TYPICAL
<br /> OR S�.IP CRITICAL CONNECTIONS ARE INDICATED. ____ --� ____ _��_��� _�_� ' ______ � � ��___�� TYP STUD SPACING DETAIL— �
<br /> �---- ---- ------ -----
<br /> 2. BOLTS IN BEAM TO BEAM CONNEG110NS MAY BE TIGHTENED TO AISC � --- SPE�IAL MOMiENT
<br /> "SNUG 111GHT" CONDITION UPON APPROVAL OF ENGINEER AND OWNER. CONN PL TO SUPPORT ` CONN PL TO SUPPORT BEAM SIZE � � RESISTING FRAME
<br /> BEAMS IN OTHER BEAM IN OTHER DIRECTION CONN PL IF REQUIRED COLUMN BEL.OW CONNECTION
<br /> 3. CONNECTIONS TO HAVE AISC STANDARD ROUND HOLES EXCEPT AS PLAN PLAN PLAN -�..- W24x�5 [20] C 3/4" (-10")
<br /> NOTED OTHERIMSE. DIRECTION IF REQUIRED IF REQUIRED = Ta SUPPORT BEAMS _.�_ � -�
<br /> � ������ �:. � �
<br /> - IN OTHER DIRECTiOf� TYPICAL BEAM � � �"
<br /> 4. ALL CONNECTION PLATE MATERIAL TO BE A36 UNLESS NOTED OTHERWISE. CL TS COL CL �S COL CL TS COL TO GIRDER FULL MOMENT OR � � `
<br /> � HEIGHT PLATE - TENSION � �� `�
<br /> 5. BEAM CONNECTIONS �0 BE PER THE STANDARD BOLTED BEAM CONNECTION FOR SHEAR PL AND FOR SHEAR PL AND 2 3 4» � � 2�� CONNECTION � RESISTING �
<br /> DETAIL UNLESS NOTED OTHERWISE. BOLTS SEE SCHED 2 3�4'� 2x BOLT DIA BOLTS SEE SCHED -- / / �
<br /> � �� 1 4" � CONNECTION
<br /> 3 '" ;.�
<br /> 6. � SHOWN ON PLANS INDICATES NUMBER OF BOLTS REQUIRED IF 1 3/`�" I `•�, ,� ,
<br /> � � �- v
<br /> DIFFERENT FROM NUMBER OF BOLTS REQUIRED USING T�-{E STANDARD 7YP � `�_ ; PR01�DE 3/8" CAP PL � — COL ABOVE � � p�C;�� �
<br /> r-� -�---� m ¢ "� �. .
<br /> CONNECTION DETAIL CAP PL � 1 J4 , � TUBE END TYP � � � '�' � ��AN � � BEAM ��`��" ����
<br /> � � � � N oo �i�•�g 3 T�����
<br /> 7, 5DL SHOWN ON PLANS INDICATES NUMBER OF BOLTS REQUIRED IN A I _ � _ Il� � � i � --� � � PENETRATION =��
<br /> DOUBLE ANGLE CONNECTION. SEE TYPICAL DOUBLE ANGLE CONNECTION � � _ •� � i; T ' 1 � � r.�. ��i � � I i � .. � SPECIAL CASE FQR � —
<br /> DETAIL �� � I � �`' �, � � ; � ; � -�!� ;�, � ; � ;�- �' F- GIRDERS SEE �
<br /> �J � � � �� � " ( � ( ' � -�' � � ' � � � TYPICAL STUD �, BOT FLANGE
<br /> 8. SDLE SHOWN ON PLANS INDICATES NUMBER OF BOLTS REQUIRED IN A I � � � �� 9 ; I � I ; ._ SPACING DETA,IL� � BEAM BRACE
<br /> DOUBLE ANGLE EMBEDDED PL CONNECTION. SEE TYPICAL EMBEDDED PLATE �I �.._ .� i W � I _ _ I _ _ i � � � � � � � ,�,
<br /> CONNECTION DETAIL f � — — i �
<br /> �
<br /> � � � � � � � E�0 OF BOLTS IN �-- SHOP WELaED
<br /> 9. ALTERNATE CONNECTION DETAILS MAY BE SUBMITTED TO THE ENGINEER FOR END OF KNIFE PL AT END OF KNIFE PL AT 2x BOLT DlA f . � � SPECIAL CONNECTIONS� NUMBER OF BOLTS IN CANTILEUER
<br /> REVIEW AND SHALL BE ACCOMPANIED BY CALCULATIONS BEARING THE SEAL ONE SIDE CONNECTION -- � I ' SEE SCHED A ONE SIDE CONNECTION '�� 1 —�SEE SCHED 1 3/4 � � G, DOUBLE LINE CONN GONNEG�'lON IF DIFFERENT
<br /> AND SIGNATURE �F THE WASHINGTON STA� STRUCTURAL ENGINEER WNO IS ��� , � �f2 � � � �
<br /> �--
<br /> RESPONSIBLE FOR THE DESIGN. ALTERNATE CONNECTIONS SHALL HAVE EQUAL "'_il � K1 PER AISC � � �' 6D DOUBLE PLATE CONN FROM TYPICAL SCHEDULE
<br /> TOP OF STEEL SPOT
<br /> OR GREATER CAPACITY THAN THE CONNECTIONS SHOWN ON THE DRAWdNGS. 6DL DOUBLE ANGLE CONN ELEVATION
<br /> 6DLE DOUB�.E AiVGLE EMBEDDED PL CONN
<br /> COI�I�ECTIO� I��TES No scA�E A �EAM T� TS COLU�N � No SCA�E �EAM T� TS COLUMN No scA�E C ��A� TO TS COLUMN NO SCALE D TYP{CAL STEEL FRAMING S'�Mf30LS NO SCALE E
<br /> � �
<br /> T&B W 1" RET
<br /> 2" EDGE DIS�ANCE _��"� 3 f 16 � ON LONG SIDE (TYP
<br /> E�BEDDED PI�TE CONNECT�ON SCHEDULE '°C" TYP � � EMBED PLATE PER
<br /> NUMBER NUMBER OF � � L3x2 1/2x1/4 PL 1/4x2 1/2 — CONC WAU,.f _------ PLAN & SCHEDULE
<br /> . S�TANDARD BOLTED CONNECTION SCHEDE�LE TYPE OF BOLTS PLATE SIZE HORIZ ROWS ANGLE ��4 EA S�DE COL PER 4��.AN--�
<br /> (& SEE NOTE 3) THICKNESS TS TO PL & BAR, WIDTH & TNICKNESS
<br /> REQ D OF STl1DS cz. '
<br /> NUMBER & SIZE PLATE „ , „ „ .�, � M � PL TO EMBED 3 �6 TO MATCH BEAM FLANGE
<br /> BEAM SIZE RE , WELD SIZE (W� ,�p� (2) 7�g � 1/2x1Qx� -D 2 5/j6 Q � 3 4 BASE PL TYP �' „ � TOP & BOTTOM Q
<br /> OF BOLTS Q D THfCKNESS N � ,�''^ � 3��6 � � T&B W 1 �' �
<br /> W6 C6 C7 „ „ 3 1 " 3 " 3QLE (3) 7/$"� �/2x�Ox1'_3„ 2 1/2" ' — - - - ��27� RET ON LONG = �
<br /> , , (2) 3/4 � � 2 GA / 6 �16 ,
<br /> 3/16 WF PER PLAN �" � � �.
<br /> SIDE (TYP) �; �
<br /> W8, C8, C9 f 2� ��8,�� ��4,� 3��6" 4DLE (4) 7/8n� 1/2x1 Qx1'_6►' 3 ��2" � �3 � T �
<br /> » » » SDLE (5} 7/8"� 3/4x10x2'-0" 4 1/2" ��— HOLE SIZE PER AISC
<br /> W —.�. — x _ x � � � � � �
<br /> � > � ca > �•—
<br /> q 10, C10 (2) 7/8 � 1/4 , 3/16 � � r� � ��� , . � . , �„ , �» �' � RECOMMENDATlONS � .� � � ,� � � � � d � � �
<br /> � � ._.i 'iD N CS
<br /> � W12, C12 (3) 7�8►'� 1�4» 3��6�, . uD�E �U) ,!� � 3�4x1�,x2 -�► 5 ,j�. - �o= � � � � � � `� � � � � �
<br /> � n � �i � n � 7�L� 7 7 U»� �_ n u � � � CJ� � d: N
<br /> IN14, C15 (4) 7/8 � 1/4 3/16 � � ) � 3/4x10x2 6 6 1/2 p�� �'�E� � �, �
<br /> , a. , „ ,s � i � 2 1/2'" 2 �/2" �j SEE PLAN OR ° ti � � � �
<br /> W16 (4) 7/8"� 1/4" 3/16" 8DlE (8) 7/8 � 3/4x10x2 —9 7 1/2 0 � L Cp� � � , �`-- - FRAME ELEVATION
<br /> '� � � `� DET�IL � DETI�IL @ FOR CON'NECTION
<br /> ' ,� ,� „ 9DLE (9) 7/8"� 3/4x10x3,_0„ 8 1�2„ � x c� MIN IflfASHER w ,.,.� I �
<br /> W18 (4) 7/8 � 5/16 � 1/4 � � z � � ' ' SIZE PER AISC o °" � .
<br /> 10DLE (10) 7/8"� 3/4x10x3'-3" � �/2" � � �- � ; ; REC�MMENDATlQNS = � ���- „ SLAB FACE SLAB CORNER �
<br /> W21 (5) 7/�"� 5/16" --- ��4" � F- �. a. �-' � _ . . 1�4 T�P & BOTT4M
<br /> -- . __ _ � e � .� 1 4
<br /> ,� ,� » TflP 4� FIN a �" � i "a c� ,�-- �
<br /> � � �� � a• TS 6x4x1/4 MAX SPAN 8 -6
<br /> W,24 6 7 8 � 5/16 1/4 -
<br /> ,� „ „ � � FL 4R FTG � c' i � '� � PL 3/8x7 x1 —0 , „ � 4
<br /> W27 (7) 7/8"� 3/831 1/4n � �r ,� TS 8x4x1 4 MAX SPAN 9 -6
<br /> `� T/BEAM & W/(4)3/4 �x6 � �TOP & BOTTOM
<br /> W30 (8) 7/8 � 3/8 1/4 �. � � fi �� HEADED STUDS TS 8x4x3/8 MAX SPAN 10' 6" ��4
<br /> � � ,�, T/�MBED PLATE (4) 3/4 � F1554 GR 36
<br /> � W33 (9) 7/8"� 1/2" 5/16" �� — —_ BOT OF ROD OR � � I ANCHOR RODS � BEAM—IM�iERE OCCURS �
<br /> W36 (10) 7/8"� � 1/2" 5/16» ��-j — -- �' R O D H E A D � HEAVY HEX NUT OR ,
<br /> # — „ � SEE NOTES � �� °O � ROD HEAD N��'- NO S:.
<br /> W40 (11) 7/8 � * 1/2 5/16 BELOW � BOT OF FTG � � 1. DIVI�DER BEAMS DESIGNED FOR MAXIMUM LATERAL DEFLEC�lON OF: 1, F4R INFORMAT�ON NOT SHOWN, SEE K/S6.01
<br /> � » n � ,�-, — 1/8 FOR MAXIMUM UNFACTt�RED SERUICE NORMAL SERVlCE LOAD OF 1.8K
<br /> � W44 � (12) 7,18 � * � 1/2 � 5/16 � � 1/�" FOR MAXIMUM UNFACTORED SERVICE SEISMIC SERVIGE LQAD OF 3.5K
<br /> .�,�..v,.r
<br /> NOTES: � �i . /1 ,� ��
<br /> ,/
<br /> 1. SHORT SLOTTED HO�ES MAY BE USED AT ALL CQLUMN CONNECTIONS AS �
<br /> AN OPT10N. FOR 10, 11 & 12 BOLT GROUPS, USE SHORT SLOI`3'ED �
<br /> HOLES AT CONNEC�fONS TO COLUMNS. .� q'
<br /> TYP �ASE PL�TE DETAIL NO SCAIE H TY�P �LE�/ATOR DIVIDER �E��I �ONN NO SCALE J D�T��IL NO SCALE K �
<br /> 2. �OR BEAM TO COLUMN 1�6 CONNECTION AT 1�14 & SMALLER COLUMNS, w� � �
<br /> • SEE EXTENDED PLATE DETAIL. PLATE DETAIL AT TOP OF �IIALL
<br /> , � � � �
<br /> � PT SLAB � � � �
<br /> _:_ ___ _ EL PER PLAN t� . �
<br /> � � �
<br /> 3" EDGE OF CONCRETE----�-�
<br /> � � � �
<br /> CONC MEMBER � ��4�. �4 ,, CL BEAM � PL 3 8"'x5"x1"_4" � � �
<br /> SEE PLAN - � `n' » >' „ W 3 1 2"� x 4" � `� � �
<br /> �
<br /> � 2xBOLT� C � - SEE SCHED ABOVE 2 3 I 3 2 � L{3 STUDS � � N
<br /> 3/�'� (2" � SLOTS) 2 3/4" 2xBOLT� #5x4'-0" TYP » E O R E M B E D P L S I Z E E E N 1 F 6" '
<br /> AS SHO�I � � �___ � �� IM1N � 3/16 � �
<br /> �� � � fi 3 16 � � , , ,�
<br /> � � �
<br /> EACH STUD � ----�-�-- �,,.,, I f � � PL 3/8 x4 x4 EA SIDE
<br /> GONN P ATE, - -
<br /> ° ' W/ 3/4"� �'HRU BOLT G � � t�.�
<br /> � SEE SCHEDULE �. � 1/2" m� `�- � ,�, � � � � IN VER�ICAL SLOTTED H0� ��°� �Asx���'
<br /> FOR THICKNESS � � .Q� � �`' � � '-� � � � �� �
<br /> I � ► � � � fi
<br /> � � �
<br /> .� �� - , � �
<br /> ----- ---- �----- ►� Ua I �- �- � � � 3 ,s
<br /> _�.. � �
<br /> �'
<br /> � .- /^ v� � � i � � �
<br /> - — -.
<br /> � �� � � �
<br /> , TOS 209,_9» �� �'s�oN����`'�`����
<br /> - - - - - - - < < - - - - - — ��
<br /> � � � � --� �� � � � F
<br /> I - _ � - ._ : i
<br /> � .� r , a Q o � � � � � 1 _ _ { � �}����-'�J�
<br /> � � ,�, � � � (2) VERTICAL ,�, � , , _ _ �
<br /> ��� �
<br /> � a. '� � ROWS OF < <
<br /> i �,�� � 3/4"�x6'� HEAaED „ n n ' ' RevisiQns
<br /> � _ � E
<br /> ' � � STUD TYP SEE � CONN ANGLES 5�gN PL 3/8,x4 x4 EA SIDE , , , „
<br /> � � S C H E D A B O V E --_- �2} L 5 x 3 x 5/1 6 � 4�/' R E� W�' 3�4. � 3��� , � ��- L 3 x 3 x1/4x.0 -4
<br /> , � 3 4n , „ � ' ' TYP 05 2ti�0 3 ET REVIEW
<br /> � COPE FLANGE FOR NO REQ D 8 MIN AISC STD HOLE IN BEAM AISC LONG THRU BOLT -------- _� �
<br /> - � MI�I 1�MERE REQ'D SLOTTED HOLE IN ANG�.ES " !� s „ , , - - HSS PER PLAt� PERMIT SUBM[TTAL
<br /> N PL 3/8 x5 x1 —4
<br /> 1 3/4 �-�SEE SCHED N��'- `' SEE SCHED ABOVE �OR N0. OF W/ (3) 1/2"� x 4" ' 3 �6 , os��si2o�3
<br /> � �i1� O INDICATES DIMENSION EQUAL WELDED STUDS � 4 � I�,
<br /> S E E S C N E D U L E F O R » B O L T S; S N U G T I G H T B O L T S � � P�R M R 7 R�P O N S E
<br /> RFaM Tn �;n� �aMN SIZE & N0 0� BOLTS B E A M T O B E A i� �0 2 FOR 2DLE
<br /> � � - 3/�6 osf�»zo�3
<br /> ' ' NOTES: � � TOP OF CONC '
<br /> 1. BOLTS TO BE SNUG T1GHT. a-� �. �d. � � - �:a � � 4 � . Q: . � - STEMI WALL ' I
<br /> 2. BOLT DIAMEIERS TO BE SAME AS SHOWN ON STANDARD BOLTED BEAM CONNECTION. 4� � �� � a a� � � � ��4 � EL PER PLAN I
<br /> � 3. USE 2 �/2" AT 12" COLUMN FACE WIDTH. USE 4" AT 24" COLUMN �ACE WIDTH.
<br /> � __
<br /> �
<br /> �
<br /> �
<br /> � .
<br /> �
<br /> �
<br /> `� ST'ANDARD �OLTED �EAM CONNECT���S N� scA�E A �P EM�E�DE� PLATE �O�NN NO SCALE � STEEL CO�LUMN/�EAM �ETA�LS NO SCALE
<br /> U
<br /> �
<br /> �
<br /> oQ
<br /> �
<br /> , o PRG4DA ViLLAGE
<br /> � EVERE�"T
<br /> �
<br /> �
<br /> Q
<br /> `" GRAND & 1lUALL STREET
<br /> �+ EVERETT, �dUA
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> -�
<br /> �
<br /> � STEEL
<br /> �
<br /> � �ETAI LS
<br /> �
<br /> s..-:
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> Q
<br /> �
<br /> �
<br /> �
<br /> �� —
<br /> �
<br /> � �
<br /> o �
<br /> �
<br /> �- o
<br /> �
<br /> .- —
<br /> � � .
<br /> � �
<br /> � �
<br /> � m
<br /> �, x
<br /> � ',.�.��_.
<br /> cU q'
<br /> � �
<br /> i
<br /> � .Q Date: Q6/21I2013
<br /> x
<br /> � � Jo�b No: 113Q41
<br /> o x
<br /> r� � _.
<br /> � ?
<br /> / C�
<br /> O —
<br /> ,� � Drawi�tg No.
<br /> i �,-
<br /> o �
<br /> c� �
<br /> � � �
<br /> �
<br /> i' �
<br /> �
<br /> r'-= ;�
<br /> . , y_... . . . __ . _. ...___ .___. ... . . �_- ._.�e... �r.nw. . -___-___ ..__ __._ �.
<br /> . � v . ___�e_ _. _. ___.�wa .. . . . . ._ . . . .. . .._ . .
<br /> � X
<br /> � �
<br />
|