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CAP 11E SAME SIZE AND SPAGING AS
<br /> STIRRUPS. 135' HOOK ONE END.
<br /> CONC SLAB - SEE ALTERNATE SIDE WI�N 135` HOOK. AT
<br /> PLAN FOR REINF � BEAMS W/ SLAB ON ONE SIDE LOCATE �
<br /> PROVIDE ADD'L TOP BARS ALL 135' HOOKS TO SIDE W/ NO SLAB. A�- � �
<br /> AT BEAM W/0 SLAB ON EITHE�t SIDE, CONCRETE BEAM SCHEDULE �� � .��
<br /> � TIES IF NO BEAM BAR -
<br /> CL SUPP CL SUPP IS PRESENT USE 135' HOOKS AT BOTH ENDS SIZE (IN) LONGITUDINAL REINFORCEMENT STIRRUPS �r �
<br /> FACE OF 'SUPPORT FACE OF SUPPORT ,�, �
<br /> CONT TOP L (SEE FRAMING PLAN) CONT TOP BARS —� MARK TYPE TOP LEFT TOP RIGHT BOT REMARKS
<br /> BAR LEFT � CONT TOP DUE TO CONGESTION, IF BEAM TOP B D SIZE TYPE SPACING � � ' I
<br /> �I L S P L I C E ��2 'i B A R R I G H T BARS DO NOT FIT, MAX OF (2) C O N T A D D E D C O N T A D D E D C O N T A D D E D '�., �
<br /> ADDED TOP SEE NOTE 1 SEE NOTE 1 � ADDED TOP BARS MAY BE PLACED OUTSIDE B-101 1 14 24 MIN (2) #8 (2) #8 (4) #8 4 T2 10" OC SEE T/S4.71 � �-�
<br /> BAR LEFT / STIRRUPS — �. `' �
<br /> f BAR RIGHT OF STIRRUPS ON EACH SIDE B-102 1 10 24 (2) #8 (2) #8 (3) #8 #4 T2 10 OC �n����, ��c'�
<br /> f T SLAB B-103 1 16 27 (2) #8 (2) #8 (4) #8 #4 T2 12" OC SEE E/'S4.71 f'�� iovtd�
<br /> EL SEE B-104 2 16 48 (3) #9 (7) #9 (4) #9 �5 � T2 12" OC p�
<br /> „ � PLAN 8-105 3 16 48 (7) #9 (3) #9 (6) #9 �5� SEE REMARKS (12) 5 T3 TIES � 12" OC LEFT, BALANCE OF #5 T2 TIES � 12" OC �
<br /> � ��-ADDED BOTTOM BAR � 1 1/2 CLR � � ,nc ��
<br /> „ TIES IF NOTED � � 1 14 48 (5) #9 (5) #9 (3) #9 #5 T2 12 OC
<br /> �. n �CONT BOTTOM BAR 2" FOR D > 36 ' �'��� ON SCHEDULE � � B-107 1 18 66 (10) #9 (10) #9 (4) #9 _ #5 SEE REMARKS �5 T4 TIES � 10" OC AT CANTI,_BALANCE OF �5 T3 TIES � 10" OC
<br /> 2 SIDE FACE REINF Q � 1 18 27 (3) #8 (3) #8 �4) #8 #4 SEE REMARKS 6 #4 T4 T'IES � 6„ OC RIGHT, BALANCE OF #4 T2 TIES � 10" OC
<br /> � STIRRUPS SPACING PER SCHEDULE � #4 � LESSER OF DECKED BARS, IF � �� ��
<br /> D/�6 OR 12 OC, UNO N01ED IN SCHED 8-109A 1 18 27 _(3) #8 (3) #8 (5) #8 #4 � SEE REMARKS (6) #4 T4 11ES � 6 OC RIGHT, BALANCE OF �4 T2 TIES � 10 OC
<br /> ,� � B-109B 1 18 27 (3) #8 (3) #8 (5) #8 #4 SEE REMARKS (6) 4 T4 TIES � 6" OC LEFf, BALANCE OF ,#4 T2 TIES � 10" OC
<br /> 'I L/6 L/6 B-110 1 12 27 (3) #8 (3) #8 (3) #8 #4 SEE REMARKS (6 #4 T2 TIES � 6„ OC RIGHT, BALANCE OF #4 T2 TIES � 10" OC
<br /> GREATER OF i" OR BAR CONT BOT BARS B-111A 1 24 43 (4) #9 (4) #9 (9) #9 #4 SEE REMARKS (12) #4 T4 TIES � 8" OC RIGHT, BALANCE OF �4 T2 T1ES � 12" OC
<br /> TYPE 1 DIAMETER MIN CLEAR SPACING I � g-»>g 1 24 43 (4) #9 (4) #9 (9) #9 #4 SEE REMARKS (12) #4 T4 TIES � 8" OC LEFT, BALANCE OF #4 T2 71ES � 12" OC
<br /> CL SUPP CL SUPP � �ES IF NO BEAM BARS I 8-12 I � I 16 I 27 �2) #8 (2) #8 (5) #8 #4 S2 10" OC
<br /> FACE OF SUPPORT FACE OF SUPPORT �---� IS PRESENT B-113 3 12 52 (6) #8 (3) #8 (3) #8 #5 T2 12" OC
<br /> CONT TOP � L (SEE FRAMING PLAN) I
<br /> i �— CONT TOP B B-114 2 12 52 (3) #8 (6) �8 (6) #8 #5 T2 12" OC
<br /> BAR LEFT �� CL SPLICE ��2 � BAR RIGHT SEE SCHEDULE g_15 � �2 7p (2) #8 (2) #8 (4) #8 #4 T2 16" OC SEE L/S4.71 ��
<br /> I 8-116 1 12 42 (2) #8 (2) #8 (4) #8 #4 T2 16" OC SEE L S4.71 �
<br /> ADDED TOP SEE NOTE 1 SEE NOTE 2 ADDED TOP SECTION �
<br /> BAR LEFT ~ � V� B-117 1 16 34 (2) #$ �2) #8 (5) #8 #4 T2 12" OC �
<br /> BAR RIGHT g_��g � �2 42 (3) #g (3) #8 (4) #8 #4 T2 16" OC UPTURNED BEAM '�`�
<br /> . �
<br /> �`� �
<br /> CL SUPP B-120 2 12 36 (3) #8 (3) #8 (3) #8 #4 T2 16" OC
<br /> �ADDED BOTTOM BAR CONT TOP BAR B-121 3 12 36 (3) #8 (3) #8 (3) #8 #4 T2 16" OC V
<br /> SEE B-122 2 12 36 (3) #8 �4) #8 (3) #8 #4 T2 16" OC L
<br /> ~ 2» �--CONT BOTTOM BAR NOTE 2 ADDED TOP BAR
<br /> � � � B-123 4 12 36 (4) #8 (4) #8 (3) #8 #4 T2 16" OC
<br /> 2� B-124 4 12 36 (4) #8 (5) #8 (3) #8 #4 T2 12" OC
<br /> I STIRRUPS SPACING PER SCHEDULE L R B-125 4 12 36 (5) #8 (6) #8 (4) #8 #4 T2 10" OC
<br /> Ldt �
<br /> ^�� ��� ��6 � � �" B-126 3 12 36 �6) #8 �3) #8 �4) #8 #4 - T2 -- ��„ �� �, .�...�
<br /> I B-127 3 12 36 (5) #8 �3) #8 (3) #8 #4 T2 16 OC � �
<br /> TYPE 2 2 12 36 (3) #$ �5) #8 (5) #$ #4 T2 12" OC �' �
<br /> i `- CONT BOTTOM BAR �, .� � �
<br /> B-129 } 3 12 36 (3) #8 (3) #8 (4) #8 #4 T2 16" OC
<br /> CL SUPP CL SUPP ts-� t 1 24 45 (4) #9 (4) #9 (9) #9 #5 T2 12�� OC z � � � y � �
<br /> �FACE OF SUPPORT FACE OF SUPPORT CONT BOTTOM BAR — � B-131 1 12 36 (3) #8 (3) #8 (4) #8 #4 T2 16 OC �, <'c � � � � �
<br /> �ONT TOP I I� � SEE FRAMING P�AN� � C0�'r'T TOP a B-1.32 1 12 36 (2� �68 (2� {�8 (3� #8 #4 T2 16" OC � � ? ---�� � az
<br /> � °i u� � N
<br /> BAR LEFT —� CL SPLICE ��2 BAR RIGHT B-133 3 12 36 (5) #8 (3) #8 (4) #8 �4 T2 12" OC � U �' `� �'
<br /> ADDED TOP �� SEE NOTE 3 SEE NOTE 1 B-134 4 12 36 (5) #8 � (5) #8 (4) #8 #4 T2 12" OC = � �, � N � �
<br /> A D D E D T O P D E T A I L A T C H A N G E I N �3 E A M D E P T H 8-135 2 �2 36 (3) #s (5) �s (3) #s #4 T2 �s" oc
<br /> BAR LEFT � � � i BAR RIGHT „
<br /> B-1 3 6 2 1 2 3 6 (3) #8 �5) #$ (4) #8 #4 T 2 1 2 O C
<br /> .�- B-137 4 12 36 (5) #8 (3) #8 (4) #8 #4 T2 12" OC
<br /> B-138 3 12 36 (4) #8 (3) #8 (3) #8 #4 T2 16" UC
<br /> t SEE �ADDED BOTTOM BAR C� SUPP B-139 2 12 36 (3) #8 (4) #8 (4) #8 #4 T2 10" OC
<br /> � B-140 3 12 36 (4) #8 (3) #8 (4) #8 #4 T2 10" OC
<br /> NOTE 3 � 2 CONT BOTTOM BAR � CONT T�OP BAR —� � BEAM 2 STIRRUPS "
<br /> 2,� � B-141 1 16 40 (3) #9 (3) #9 (6) �9 _ #4 T2 16„ OC
<br /> � STIRRUPS SPACING PER SCHEDULE ADDED TOP BAR Ldt B-�42 1 12 36 (2) #8 (2) #8 (4) #8 #4 T2 16 OC
<br /> �� � B-143 1 16 40 (4) #9 (4) �9 (8) #9 #4 T4 12" OC USE SAME REINF AT CANTILEVERS
<br /> ► ��� �f� -`,1�
<br /> �
<br /> TYPE 3
<br /> �
<br /> CL SUPP CL SUPP
<br /> ,�
<br /> CONT TOP I FACE OF SUPPORT L (SEE FRAMING PLAN) FACE OF SUPPORT � CONT TOP i CONT BOTTOM BAR y �
<br /> � �
<br /> BAR LEFT -���` CL SPLICE ��2 ���BAR RIGHT CONT BOTTOM BAR --� �-- PROVIDE STIRRUPS W/ N
<br /> ADDED TOP I � SEE NOTE 3 SEE NOTE 2 � OF BE ME�2 AND & SPACING CONCRETE BEAM SCHEDULE NO SCALE K w g °
<br /> BAR LEFT _ ADDED TOP BEAM 1 STIRRUPS —�
<br /> I � � BAR RIGHT DEPTH OF BEAM 1 � � �? �
<br /> ( � � �
<br /> � � � � �
<br /> �� �y DETAIL AT CHANGE IN BEAM DEPTH W�EXTENDED SOFFIT U + �'N
<br /> � �
<br /> SEE �ADDED BOTTOM BAR "� �' �
<br /> I SEE � � �
<br /> NOTE 3 �2�� CONT BOTTOM BAR 2��� NOTE 2 � k''- � --
<br /> � � �
<br /> LL STIRRUPS SPACING PER SCHEDULE �R CL SUPP
<br /> ``��` �'�� CONT TOP BAR I
<br /> I ��6 ��6 � Ldt � Ldt
<br /> CONC SLAB � � • n�
<br /> TYPE 4 ���o� xA��,�,s
<br /> �
<br /> >
<br /> CL CL ADDED TOP BAR i SLAB TOP BAR A�' ��2�482 �'� ��'4
<br /> G1ST�
<br /> `�`�Sf ONkL ��'�
<br /> FACE OF SUPPORT SUPT SUPT FACE OF SUPPORT � SLAB BOTTOM BAR
<br /> 06-21-13
<br /> �
<br /> � � � � CONT BOTTOM BAR Revisions
<br /> CONT TOP tSEE FRAMING PLAN) (SEE FRAMING PLAN)
<br /> PRE-PERMIT REVIEW
<br /> BARS ADDED TOP ADDED TOP CONT TOP osizz�zo��
<br /> � BARS BARS � BARS I PERMIT SUBMITTAL
<br /> DETAIL AT BEAM-TO-SLAB TRANSITION o6i�srzo�s
<br /> � �. � � I .
<br /> PEFiMIT REPONSE
<br /> 09/�112413
<br /> BARS B0�
<br /> 2'� CLR � � 2" CLR CONT BOT
<br /> � BARS
<br /> � Ldt
<br /> � CL SUPP
<br /> ; SLAB STEP CONT AND ADDED
<br /> � PER PLAN TOP BARS
<br /> � � � ��
<br /> � P Q
<br /> �
<br /> � TYPE CANT-L TYPE CANT-R � �_
<br /> � �,
<br /> � ��
<br /> �- �
<br /> �
<br /> �' °'� PAGODA VILLAGE
<br /> �
<br /> Q EVERETT
<br /> � � CONT AND ADDED
<br /> �; �-� MULTIPLE TYPE "S1" BOT`f�OM BARS
<br /> p n GRAND & WALL STREET
<br /> � OR S2 OP110NAL EVERETT, WA
<br /> � DETAIL AT SLAB STEP
<br /> �
<br /> �
<br /> �
<br /> -�
<br /> �
<br /> 0
<br /> � CONCRETE
<br /> � BEAM SCHEDULE
<br /> � 1 LEG 2 LEG 3 LEG 4 LEG 5 LEG 6 LEG
<br /> � TY�PE "S1" TYPE "S2" TYPE "S3" TYPE "S4" TYPE "S5" T'YPE "S6" ELEVATION,, SECTION AND DETAIL NOTES� ❑ TYPICAL
<br /> �
<br /> r' 1. GREATER OF L/3 AND 2'-6".
<br /> � ' 2. GREATEST OF L/3, L�,/3, AND 2�-6" DETAILS
<br /> Q
<br /> � 3. GREATEST OF L/3, L�/3, AND 2'-6".
<br /> �� 4. FOR BEAMS PARALLEL TO NORTH-SOUTH, LEFT IS TO THE SOUTH AND RIGHT IS TO 1HE NORTH.
<br /> � — FOR BEAMS PARALLEL TO EAST-WEST, LEFT IS TO 7HE WEST AND RIGHT IS TO THE EAST.
<br /> p � FOR ALL OT'HER BEAMS, LEFT IS CLOSER TO THE NORTH AND RIGHT IS CLOSER TO THE SOUTH.
<br /> � 0 2 LE,G rs 3 LEG „ 4 LE,G „ 5 LE,G „ 6 LEG „ 5. SPLICE CONTINUOUS TOP BARS Lat AND CONTINUOUS BOTTOM BARS La, UNO.
<br /> � — TYP T TYP T3 TYPE 1'4 TYPE T5 TYP�f�, 6. CANT BEAMS ARE CANTILEVERED. EXTEND TOP & BOT BARS TO END OF CANTILEVER.
<br /> �
<br /> � m STIRRUPS AND TIES 7. IF TOP BARS OF ADJACENT BEAMS ARE DIFFERENT AT THE SAME SUPPORT,
<br /> L � P R O V I D E Q U A N T I T Y O F B A R S T H A T E Q U A L S G R E A T E R A R E A O F S T E E L O N E A C H
<br /> � �- SIDE OF TNE SUPPORT.
<br /> ,� � 8. SPLICE MAY BE OMITTED BY USING CONTINUOUS BAR IF LEFT AND RIGHT TOP BARS ARE SAME SIZE.
<br /> � 9. MINIMUM OF (2) TOP & (2) BO1'1`OM BARS SHALL BE PLACED THROUGH EACH COLUMN. Da#e: �6i21l2013
<br /> o ' 10. MAXIMUM SPACING BETWEEN ADJACENT BARS SHALL NOT BE GREATER THAN 18". Job No: 113041
<br /> � � PROVIDE ADDITIONAL BARS IF NECESSARY TO AVOID EXCEEDING MAXIMUM SPACING.
<br /> � — ADDIT�ONAL BARS SHOULD MATCH OTHER BARS PER SCHEDULE.
<br /> � � Drawing No.
<br /> i
<br /> �
<br /> o —
<br /> o �
<br /> � �
<br /> �s
<br /> �
<br /> i �
<br /> � � �
<br /> �
<br /> � " TYPfC �L CQNCR E1� BEA M CETAILS NO SCALE T U V
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