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<br /> � CONCRETE COLUMN SCHEDULE
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<br /> a IMDE SHALI.OW BEAM
<br /> � WHERE SHOWN ON PLAN � �
<br /> "ZONE 1" FOR SPECIAL TIE � � - �
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<br /> REQUIREMENTS PER NOTE 5 - y� --i � � � � � SCHEDULE NOTES:
<br /> VERT BARS, SEE � � � � � � 1. FOR COLUMN LOCAT10N, SEE PLANS. f, �
<br /> COLUMN SCHEDULE GROUND FLOOR o0 00 � v ao 00 2. SEE L/S4.21 FOR BAR LAP SPUCES AND TIE SPACING. ��,. �
<br /> �
<br /> (EL PER PLAN) _ , _ - _ 3. LAP SPLICES MAY BE ELIMINATED AT THE CONTRACTORS OPTION '���. : ���
<br /> BY PROVIDING MECHANICAL COUPLERS OR CONTINUOUS BARS.
<br /> X/S4.21 SEE COLUMN SCHED FOR 4. CONTRACTOR SHALL VERIFY EXACT SLAB ELEVATIONS WiTH c�����'n�ppr�vt;��"���
<br /> � COLUMN SEC110NS � � � � � � � � � � -- ARCHITECTURAL DRAWINGS PRIOR T0� DETAILING AND FABRICATION.
<br /> }, � � � RAMP RAMP 5. REFER TO DRAWING S1.01 FO�R MIX DESIGN REQUIREMENTS.
<br /> .-. ..-, ..-. .-. ,.-1 .�. ,-�
<br /> "ZONE 2" FOR SPECIAL TIE � LEVEL P1 �'' v � � � � � � � � 6. COLU�MN DIMENSIONS ARE W' x D". COLUMN ORIEN�ATION FOR
<br /> REQUIREMENTS PER NOTE 8 (EL PER PLAN) '-' RECTANGULAR COLUMNS IS SHOWN ON THE PLANS.
<br /> � � � �
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<br /> 00 OO t0 �.�
<br /> � � � � � � v � � � � � � � � � � 0�0
<br /> SLAB BEYOND
<br /> .� .-, � r. .-. .-. .-.
<br /> LEVEL P2 "� � � a "' � � o � "+ �' o � o
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<br /> x (EL PER PLAN) - - - - - - - - - - -
<br /> ***
<br /> � -�- - � - M/S4.21, GR-L1 � _ ,
<br /> N COLUMN DETAILS G/S4.21, GR-Ll G/S4.21, GR-Ll M/S4.21, GR-Ll M/S4.21, GR-Ll G/S4.21, GR-Ll G/S4.21, GR-Ll G/S4.21, GR-Ll G/S4.21, GR-Ll N�S4.21, P1-GR M/S4.21, GR-L1 Q/S4.21 SIM V/S4.21 Q/S4.21 R/S4.21 G/S4.21
<br /> -� T�SLAB N/S4.21, P2-GR J/S4.21, P2-GR G/S4.21, P2-GR H/S4.21, P2-GR N/54.21, P2-GR G/S4.21, P2-GR M/S4.21, P2-GR H/S4.21, P2-GR G/S4.21, P2-GR P/S4.21, P2-P1 Q/S4.21, P2-GR P2-Pl+ P2-Pl+ SIM K/S4.21 R/S4.21 S/S4.21 T/S4.21 B/S4.22 A/S4.22
<br /> -- -- COLUMN MARK C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20
<br /> �
<br /> x \� .��
<br /> � PROVIDE STD HOOK
<br /> - r` t� T/COLUMN WHERE �
<br /> "ZONE 1�� FOR SPECIAL TIE " z � occuRs, T� CAST-IN-PLACE CONCRETE COLUMN SCHEDULE NO SCALE E 4�
<br /> REQUIREMENTS PER NO�E 5 �, •.�•••�
<br /> w ��
<br /> cn �
<br /> "ZONE 2" FOR SPECIAL TIE g" g" �
<br /> REQUIREMENTS PER NOTE 8 L'"'
<br /> 3/4" CHAMFER
<br /> � TYP
<br /> � �- 1lERT BARS
<br /> _ 7" 7" 7" 7" PER COLUMN SCHED
<br /> , �-- COLUMN TIE, 4" AM R �
<br /> COLUMN POURBACK 3 CH FE 3 4" CHAMFER i / , n , „
<br /> SEE NOTE 4 1 -0 1 -0 � t�
<br /> T� - VERT BARS TYP �- VERT BARS � �
<br /> I PER COLUMN SCHED PER COLUMN SCHED 1 1 2" CLR � • „ #5 TIES, SEE L/S4.21 .°' �
<br /> I � �
<br /> SEE PLAN FOR FOOTING 3 4 CHAMFER OR SPACING � � O
<br /> z � � TYP � F
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<br /> SIZE & REINF � TYP _, � ._
<br /> 3 � �
<br /> W • , " � � � " a. Y HORIZ & VERT BARS z � � � � �
<br /> � �-' � � - �' � PER SECTION o Q �' � N o
<br /> T/SLAB , � �
<br /> "' � 1 1 /2" CLR � � � � / � � � � � o�
<br /> E L P E R P L A N 6 � � 1 1 2" C L R � TYp � � �� r � � W �, � � � N '���
<br /> TYP - • • :-- `F-�- -- ----� � '� � �
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<br /> � � '�' _'k" c,p ` � � O Q C!3 � N N�
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<br /> REQUIREMENTS PER NOTE 5 � _ _ _ _ __ �
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<br /> PLAN � � � � � � i �
<br /> i R ALT LOCATION � � �
<br /> I �
<br /> TIE SPACING SCHEDULE (�c = 6 ksi) � � �
<br /> VERT BARS
<br /> PER COLUMN SCHED
<br /> 12"x12" COLS 12"x18" COLS 12"x24" COLS #5 T1ES, SEE L/S4.21 #5 TIES, SEE L/S4.21
<br /> TYPICAL 6 IN TYPICAL 6 IN TYPICAL 6 IN FOR SPACING FOR SPACING FOR�SPACING L/S4.21
<br /> +--
<br /> ZONE 1 3 IN ZONE 1 3 IN ZONE 1 3 1/2 IN
<br /> ZONE 2 3 IN ZONE 2 3 IN ZONE 2 3 IN �
<br /> � �
<br /> �
<br /> TIE SPACING SCHEDULE (�c = 6 ksi) COLUMN DETAIL , ,�2��=,�-o�� G COLUMN DETAIL , ,�2��=,�-o�� H COLUMN DETAIL , ,�2M=,�-oM J COLUMN DETAIL , ,�2°=,�-oM K �' �
<br /> � ^
<br /> 14"x24" COLS 16"x24" COLS 18"x30" COLS � � Q �
<br /> � � � x
<br /> TYPICAL 6 I N TYPICAL 6 IN TYPICAL 6 IN
<br /> U � a �
<br /> ZONE 1 3 1/2 IN ZONE 1 3 1/2 IN ZONE 1 4 1/2 IN � �N
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<br /> ZONE 2 3 1/2 IN ZONE 2 4 IN ZONE 2 4 1/2 IN � �
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<br /> NOTES: $� $n $» 8„ � � �
<br /> 1. COLUMN VERTICAL BAR LAP SPLICE MAY BE OMITTED 3/4" CHAMFER 3/4" CHAMFER 1'-0" 1'-0" 1'-0" 1'-0" #5 TIES, SEE L/S4.21
<br /> AND REPLACED WITH A CONTINUOUS MULII-STORY TYP VERT BARS �P VERT BARS 3/4" CHAMFER - #4 TIES, SEE L/54.21 FOR SPACING
<br /> COLUMN CAGE AT CONTRACTOR S OPTION. I PER COLUMN SCHED I PER COLUMN SCHED TYP � „ (AT SIM, PROVIDE -
<br /> � � � FOR SPACING 3/4 CHAMFER � �4 TIES AT 12" OC) 1� D ' �ls
<br /> 2. COLUMN VERIICAL BAR LAP SPLICE MAY BE REPLACED WALL WHERE z � � TYP V ���� �RSH�N
<br /> WITH MECHANICAL BAR COUPLER AT CONTRACTOR'S OCCURS - � � �7-- HORIZ & VERT BARS �., � �" �
<br /> OPTION. • � A • � / PER SECTION �T HORIZ & VERT BARS
<br /> `r PER SECTION
<br /> M � 1 1 /2" CLR i ,� I
<br /> 3. COLUMN VERTICAL BAR LAP SPUCES SHALL BE 1 1 2 CLR � TYp � _� _ _ � � � � � '�� ����;��g����,��
<br /> PERM�TTED ONLY IMTHIN THE CENTRAL HALF OF iHE nP �"' � � � � �� � _ • • \ • • � � ssroxnt, ���'
<br /> MEMBER LENGTH. � � � � / '� 46-�1-13
<br /> 4. SEE COLUMN SECTIONS FOR TIE CONFIGURATION. -- - /+-+�--- ----- • i • �- �- - -- !- - - -
<br /> Revisions
<br /> 5. "ZONE 1" SHALL EXTEND BELOW BEAM FRAMING, AND � • � • I _ _
<br /> ABOVE BEAM FRAMING FOR THE LARGEST OF: o � � o � -- - � � � � � � � ^ � � � � � • PRE-PERMIT REVIEW
<br /> (A) MAXIMUM COLUMN CROSS-SECTIONAL DIMENSION � "` � � - � -� I 05/22/2013
<br /> B ONE SIXTH OF THE COLUMN CLEAR HEIGHT � � � � /
<br /> � ) � /
<br /> PERMIT SUBMITTAL
<br /> � 06/19/2013
<br /> 6. "ZONE 1" SHALL EXTEND ONE FULL STORY HEIGHT i i I PERMIT REPONSE
<br /> INNERE COLUMNS SUPPORT DISCONTINUOUS WALLS.
<br /> VERT BARS V R BARS 0911112013
<br /> ►► I PER COLUMN SCHED PER COLUMN SCHED
<br /> 7. 1/2 MAX OVERPOUR. REMOVE ANY CONCRETE IN #5 11ES, SEE L/S4.21 #5 T1ES, SEE L/S4.21
<br /> EXCESS OF 1/2". �OR SPACING FOR SPACING
<br /> � 8. "ZONE 2" SHALL EXTEND AROUND THE VERTICAL
<br /> � BAR TENSION LAP SPLICE.
<br /> �
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<br /> �
<br /> �
<br /> �, ---
<br /> � TYP CAST-IN-PLACE COLUMN ELEVATION NO SCALE L COLUMN DETAIL , ,�2��=,°-o�� M COLUMN DETAIL , ,�2��=,°-o�� N COLUMN DETAIL , ,�2„=,�-o�� P COLUMN DETAIL , ,�2M=,�-o�� Q
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<br /> � PAGODA VILLAGE
<br /> o EVERETT
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<br /> `" GRAND & WALL STREET
<br /> � EVERETT, WA.
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<br /> �; 3/4" CHAMFER 6" 6"
<br /> � TYP VERT BARS �� 9» 9"
<br /> 3/4 CHAMFER 6" 6"
<br /> � PER COLUMN SCHED TYP
<br /> � i ��- VERT BARS 3/4" CHAMFER 3 4" CHAMFER �- #4 T1ES, AT 12" OC CONCRETE
<br /> � / PER COLUMN SCHED
<br /> �
<br /> � � T Y P - V E R T B A R S T Y P � C O L U M N
<br /> �- i � I PER COLUMN SCHEO
<br /> N U .� H O R I Z & V E R T B A R S S C H E D U L E ❑
<br /> � i , � � � PER SECTION DETAILS
<br /> � 1 1 2M C�R � / r
<br /> ,Q / i � � • ,-
<br /> TYP
<br /> a - � � � 1 1 2" CLR �� � � „ � I � � fi � r �
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<br /> nP , i 1 1/2 CLR � �,
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<br /> � X � � � ALT LOCATION • a • � "' � ���I ' '' '"
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<br /> E � • I � I �
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<br /> ,� d'- � � Date: Q612�1/2413
<br /> � � i - #5 TIES, SEE L/S4.21 VERT BARS Job No: 113Q41
<br /> o x ( FOR SPACING
<br /> � � - #5 T�ES, SEE L/S4.21 PER: COLUMN SCHED
<br /> =� `�- FOR SPACING
<br /> a - #5 T1ES, SEE L/S4.21
<br /> � � FOR SPACING
<br /> Drawing No.
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<br /> a-
<br /> Q �
<br /> � � 4.21
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<br /> � X COLUMN DETAIL , ��2"=,�-o" R COLUMN DETAIL , ,�2"=,'-o" S COLUMN DETAIL , ,�2'�=,'-o" T U COLUMN DETAIL , ,�2n=,'-o" V
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