|
� F � N D�UBT ASK DII d mensaons in inches Z
<br /> Do not manually alter CAD d ings �
<br /> �
<br /> �
<br /> � v
<br /> � �
<br /> U `o(j �
<br /> N fl.
<br /> v Q
<br /> ^'\ ,
<br /> communit tra n sit m
<br /> Y
<br /> W
<br /> Q
<br /> �
<br /> � �
<br /> N � o
<br /> � z
<br /> � �
<br /> � �
<br /> �
<br /> � � ���� WT f ro m W 8 x 15 b e a m F 03.02.10 Record Drawing Revision by Otak
<br /> f � ��•--y''��� E 01 .�9.08 Revised rainwater downpipe detail
<br /> 0 � y,,�.�` C U t Ca S s h a w n o n s h e e t 3 D 28.07.08 Added Structural Eng's comments
<br /> � ,,,.�-`° "��� C 21 .06.08 Added Structural Eng`s comments
<br /> ,.�.� .,.:.._....�.� �,,��d w .,��
<br /> � ���w�w��. ,�� ��.����a��� � _ w..v�n�_�� _ ��,.�a,.�._� ���� ,
<br /> 3�. :�� P�,.,�
<br /> B 12.06.08 Added Structural Eng s comments
<br /> � � A 27.05.08 First Issue
<br /> � �° Date Revision
<br /> � �.��_ .. �.�_��.� Y_ �..LL.�.. .���...�,�_ ��.,.,� ,�._�...�ll�._�_...� � ..w.w.W. �..�..v_.�._�_..,�w._:
<br /> � � ��-���� Beam W12 x 87 [A257, Fy= 5� KSl]
<br /> � � � ����
<br /> N ' � �
<br /> � � � k
<br /> � N.
<br /> � � � � � ,�.x.�
<br /> ' � =�-�-� Plate 1 /2 x 4 x �' — 8 .5"
<br /> 00 � ,n � — ,�.�,
<br /> o � � � � Z
<br /> � � # �
<br /> � � .�� �
<br /> r
<br /> � �
<br /> ._��..�.,�..�..�,� �.�.w...�..�..._..W��W� ..�_..... ..,.v_�. uw...,�.,�_� ...�..__� ...�.,
<br /> � � ` Plate 3/4" x 12. 5" square
<br /> �� �_.ry .� r� � . �
<br /> � �r Welded to beam (,�
<br /> � __ �,�m�� �.�.�.ti����� � �v.
<br /> _ . �.0�a�� 4. n�.�. � �� w��r� _x���._..�.�� �,�Mp�_��w�.
<br /> a� �� . �
<br /> Arm to Beam connection : �''�� k� ���
<br /> » ,�'� �` 3,�` �
<br /> [4] x 1 /2 DIA A325 bolts � � �.;�� Z
<br /> a n d I o c k i n g w a s h e rs(G a I v a n i z e d } ,-"`f ��� y,,����� ��'� ����t �-��� � � E �
<br /> �'�,.�-��� ����:����.����� ��
<br /> �,�" � �- �
<br /> �� �� -�°��� B e a m t o P I a t e � � �i i - ���� U
<br /> � ,s ���sQ'..��..�"�n
<br /> >> ��'� �E�€sY c.�r�t��i.��� �werW �'���' z
<br /> Bolt holes in beam to be fully tapped 1 /2 UNC through � :��j� _ Z
<br /> Screw threads must be able to resist 8 . 4k � ��� �"�'s`'n' � � �
<br /> Eit'�If�AGr �°�{�P YL;�������
<br /> . . . . �:�s�i�t�41���:� �
<br /> �
<br /> � _.� �..�_-----•-- 'Y"' .m_�..........,.r,.e,. �+('��� �
<br /> �r�lt\7�c� �
<br /> � S'U�Llf.' `vf��fS PEllilYa' 'd��'+ � �
<br /> . .,✓' . . ----_._""'-------•--- F�tGQi�S2x+3 Pftr43? "df� 'tslf+lF.�1i; � .
<br /> � _� APfY �;J':S(RU T?r�}�: Uli 7r�Q.S
<br /> �s ���,�
<br /> O �` ��,� � 5�'�"d�:R _ . �
<br /> pe2�)J�-�f. $� �'U�R.�- F4P lv3Yi
<br /> Beam to Column connection : F'?
<br /> �i�4Y93LCT S� �(3�ir��i'ZOttpt P
<br /> "' ' CC1 t0 Co I u m n ��� `;�T��7 `'�` �"'saz�� ���� Material � 1—
<br /> � � `r�.�+��zc � ._�..e.l�-�;��-ur�z��� �/�
<br /> » ,✓'`�0 y_ c V J
<br /> 4 x 3 4 D I A A3 2 5 b o I t s -- ��� _—_ ���_,��`��u��,���"�'�°�'��� X �/'�
<br /> °' � � / �� �r�1�ria�dy�cR� - �-_--
<br /> � ��--�_ � �c:."r!=�SS�J?J �1..1�
<br /> a � AN��' F'rnish � ' 0
<br /> z Bolt heads to be welded to column plate � � °°��;� � W cr�z
<br /> � �
<br /> ° � � ��}��r Column Ca 3 4" Plate x 1 2 .0" s uare X - � Z WU
<br /> v
<br /> � � � p � Works Order No. � ~
<br /> � � J �o
<br /> �, � � X ,�, w
<br /> � } � z
<br /> �— Project ,► � �Q
<br /> o � � � � �� � W Q
<br /> = Swift BRT Shelter W o�
<br /> N t � � �
<br /> � � ; � � i�w�"�� Column HSS 12x12x1 /4" [A500, F�y=46 �S1] ° w
<br /> � �' - 1 1 /2" � � 0' -9 " Square Centres � � 0' - 1 1 /2" Client = � z�
<br /> f ,
<br /> � � ..�,,��..�.�.�.� .�.��.� �..�.���...���n..� � ��.w��, .�
<br /> p ..�� _.�.�..�:�. .�ww��.. ���.u.� � � � � Q
<br /> � .�.. �.., �.�;n�.. , ���u�_,�„���.. .�
<br /> _..��� , ,u,... , .a ,,,�.�.m.�w.�� �.x.. .��,�.
<br /> � _b ;.R ; � � ommun � y rans� � w
<br /> � Title � �_
<br /> o •_ „ W�
<br /> o e THIS DRAWING SNOWS DETAI �S AND f OR Structural Outline GA � '`` J
<br /> N Con nect � on deta � ( S ONE POSSIBLE SEQUENCE 0 � THE O � wz
<br /> �
<br /> �
<br /> � Bea m to Ca ( u m n SHELTER AND AMENITIES II�STA�LATI � N . � � ��
<br /> .o
<br /> � SHELTERS AND AMENITIES SHOWN ARE ScNTS Date 2�.05.08
<br /> ' Arm ta Bea m
<br /> Y
<br /> OWI� ER FURNISHED AND CONTRACTOR Drawn Checked � �
<br /> = INSTA��ED UNLESS OTHERWISE N�TED . KNB JM
<br /> � Drawing no. Rev
<br /> Remove all burrs and sharp edges unless otherwise stated TE� A264 00 50�
<br /> � Tolerance unless otherwise stated to be ± a.5mm � HanmiGlobalPartner
<br /> o Sheet 2
<br /> 11241 Willows Road NE
<br /> � Suite 200
<br /> �
<br /> x A N S I g� Redmond, Aashington 98052
<br /> Phone: (425) 822-4446
<br /> � FAX: (425) 827-9577
<br /> o www.otak.com
<br /> N
<br /> N 32130T
<br /> ,� Project No.
<br /> 0
<br /> � S2. �3
<br /> -�
<br /> oDrawing No.
<br /> �
<br />
|