Laserfiche WebLink
_. � � � �. ..� — <br /> NOTES: <br /> 1. FTG DOWELS TO MATCH UERT REINF. <br /> PER PLAN , 2. BOUNDARY ZONE HOOPS & TIES SHALL EXTEND <br /> 4,_�„ <br /> � INTO FOOTING 12" MIN. 2�_p�� <br /> 3. ALL SHEAR WALL AND BOUNDARY ZONE (16) #8 BARS <br /> �� � � REINFORCEMENT SHALL BE SPECIAL DUGTILE �— (10) #8 BARS � <br /> n <br /> • • QUALITY (SDQ). SEE S1.01 FOR SDQ � � 2„ 1 CLR � HORIZ & VERT BARS <br /> REQUIREMENTS. CLR --T HORIZ & VERT BARS � � <br /> PER SECTION � � <br /> 4. PROVIDE STANDARD HOOKS AT TOP OF VERT / PER SECTION �- .�► <br /> REINF TYP. _ ,r�. .� <br /> �--- .__ � ��� � • • • • • �� � C� • ,�� . � <br /> HORIZ & VERT BARS z - ,s';,.�,��� � <br /> (1) �4x � @ 5" �C PER SECTION J \ • � • • \ • i • • � i �,. �, ��&, <br /> • • � � <br /> C� v <br /> � � � � � � �' n <br /> - � - - - . <br /> • • °` • • � ��_ �i I • • � • \ � • . • � • � s • �. � <br /> �4) #5x C �} 5" OC ALT '_.___._ ._._ �— ��,��.r, 1���.��" <br /> � HOOKS <br /> n „ �t j�j�tC��` <br /> � � 3/4 CHAMFER <br /> / (16) #8 BARS � �� 3/4 T1H�AMFER n <br /> z (1) �5x � C� 5 OC (1) #5x � C� 5 OC <br /> o • • � <br /> � — (3) #5x C � 5" OC ALT (6) #5x C � 5" OC ALT <br /> �� � � �� I • • z HOO�CS HOOKS <br /> z „� i a NO S:_ NOTES: <br /> �- � � n- 1. FTG DOWELS TO MATCH VERT REINF. 1. FTG DOWELS TO MATCH VERT REINF. <br /> "' ¢ � 2. BOUNDARY ZONE HOOPS & TIES SHALL EXTEND INTO FOOTING 12" MIN. 2. BOUNDARY ZONE HOOPS & TIES SHALL EXTEND iNTO FOOTING 12" MIN. <br /> U � � � � • � � ' 3. ALL SHEAR WALL AND BOUNDARY ZONE REINFORCEMENT SHALL BE 3. ALL SHEAR WALL AND BOUNDARY ZONE REINFORCEMENT SHALL BE <br /> y � SPECIAL DUCTILE QUALITY (SDQ). SEE SS.OI FOR SDQ REQUIREMENTS. SPECIAL DUCTILE QUALITY (SDQ). SEE S1.01 FOR SDQ REQUIREMENTS. <br /> ,� 2�-�„ (1) #5x �� 5" OC 4. PROVIDE STANDARD HOOKS AT TOP OF VERT REINF TYP. 4. PROVIDE STANDARD HOOKS AT TOP OF VERT REINF TYP. <br /> � <br /> �� <br /> U <br /> BOUNDARY ZONE SECTION , ,�2"=,'--o" A BOUNDARY ZONE SECTION , ,/2n=,'—on B BOUNDARY ZONE SECTION , ,f2"=,'—on D E � <br /> �� <br /> . _ <br /> � <br /> U <br /> CL COL <br /> � <br /> CL COL & WALL <br /> �� COL PER PLAN <br /> COLUMN TIES -� COLUMN DOWELS TO MATCH COL � <br /> � VERT REINF <br /> ' EDGE OF CONC � �� <br /> -� COL REINF PER SCHEDULE � �, <br /> � SLAB BEYOND --, O <br /> II I W BEAM STIRRUPS PER BEAM <br /> � N <br /> TRANSFER BEAM ����' � W j CONTINUE THROUGH <br /> a o SCHED, � c N L ! � <br /> R U N C O L U M N T I E S � CONC COL PER PLAN PER PLAN � � w = J O I N T � <br /> CON11NUOUS `� � U U <br /> TOP BM REINF d z Z � � � > � <br /> oa � � � ►� � <br /> THROUGH SLAB N <br /> � <br /> � -oQ a N � <br /> c � � � T <br /> �ER Bivi ��H�G ' � � m � �' � � �; .�,,.�i <br /> CONC SLAB PER PLAN � J o ,� � � ; � N <br /> = hCrl � lVN � <br /> NI U � O � o0 <br /> � <br /> _. - _. - - - - - - - - -� - - - - , - _. _ _ .. _ _ - _ _ .- - - - - - - _. .._ <br /> -�- <br /> i <br /> � � I � <br /> U <br /> c,, �- DOWELS TO MATCH ti <br /> � SIZE & SPACING OF <br /> COL VERT BARS <br /> • • <br /> i <br /> � CONC WALL PER PLAN <br /> �� (W/ VERT BARS EXTENDED) <br /> 1. SLAB REINF NOT SHOWN BEAM BOT REINF <br /> PER BEAM SCHED <br /> � � <br /> �o <br /> COLUMN TO WALL TRANSITION DETAIL , , 2�i-,�—on F TYPICAL COLUMN AT TRANSFER BEAM NO SCALE G H K �' � <br /> � J g � <br /> � � � � <br /> � � � � <br /> � u� � � <br /> � �' � <br /> � � � <br /> � � � <br /> � � � � <br /> � � � <br /> �o�wA�°�� <br /> �� � <br /> G <br /> p'� '��'I ST��'� ��� <br /> BSS�ONAL ���1 <br /> 06-21-13 <br /> Revisions <br /> PRE-PERMIT REVIEW <br /> 05/22/2013 <br /> PERMIT SUBMITTAL <br /> 06/19l2013 <br /> PERMIT REPONSE <br /> 09/11/2013 <br /> c�i <br /> a.� <br /> � <br /> 0 <br /> � <br /> L <br /> � <br /> � <br /> � <br /> Q <br /> ¢ L M N P C� <br /> U <br /> � <br /> Q <br /> � <br /> � � PAGODA VILLAGE <br /> o EVERETT <br /> � <br /> � <br /> 0 <br /> `V GRAND & WALL STREET <br /> N EVERETT, WA <br /> � <br /> � <br /> � <br /> � <br /> � <br /> 0 <br /> -.� <br /> 0 <br /> Q. CONCRETE <br /> � COLUMN <br /> -� <br /> N DETAILS <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> �� — <br /> � � <br /> o a <br /> � Q <br /> 0 <br /> �- — <br /> -'� Q <br /> � x <br /> � o <br /> o m <br /> � x <br /> � <br /> � � <br /> v.� <br /> � — <br /> � � Date: 06/2112013 <br /> � <br /> � m Job No: 113041 <br /> a � <br /> .-- Q <br /> i '1- <br /> a — <br /> � � Drawing No. <br /> �r <br /> I <br /> Q � �� ��� <br /> o � <br /> o E <br /> � <br /> a <br /> � � <br /> a.� <br /> i� � <br /> � <br /> s: a� <br /> � X , ` S T U � <br />