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_ _._. � � � � .�_ .� - -
<br /> REINFORCING SCHEDULE
<br /> � WALL WHERE OCCURS
<br /> MARK REINFORCEMENT REMARKS MARK REINFORCEMENT REMARKS o o i��� i �-T -~� i- r^-
<br /> N0. SIZE SPACING N0. SIZE SPACING o o� CONCRETE , „ , , WALL (WHERE OCCURS) � � 4,_�n
<br /> OYAX - #4 24" OC AA 6 #4 - SEE NOTE 5 0 0� COLUMN BOT#6x 6 -0 � � � � � {3) #6 � B O T, E W A M�
<br /> ----- - � o o�` (3 6x6,_�„ � � � Z � � � � � 1�
<br /> YBX - #4 16" OC BB 9 #4 - SEE NOTE 5 0 �,f' ) # i i � r SLAB EDGE � � ��
<br /> � � EW BOT SLAB EDGE � � � - �
<br /> I I N t I N �� � .:
<br /> YCX - #4 12" OC CC 12 #4 - SEE N OTE 5 � � � � 'C' '�«;-`�.�"�' `�
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<br /> YDx - #4 10 OC �D 15 #4 - SEE NOTE 5 ,� � f � r �;
<br /> �
<br /> YEX - #5 12" OC �E 18 #4 - SEE NOTE 5 _ � _ - Q-e-��--�- , - �4- - - - - e--a-$$-� _�_ `�,� vy�'
<br /> �-e-e--� -O-6-a-e i i '3 .;:
<br /> TOP BARS YFX - #5 10" OC � 6 #5 - SEE NOTE 5 � _ _ _ � - -r �o�,��� ����
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<br /> #5 AT 12 OC UNO --� Y�x - #5 8" OC GG 9 #5 - SEE NOTE 5 � I o o - o �$ Q�e � - o � .� o ��-�-
<br /> IoOO OO OOOOOOI
<br /> #4 AT 12" 3'-0" MIN TOP BARS 3'-0" MIN YHX - #5 6" OC H 12 #5 - SEE NOTE 5 o N o 0 0 0
<br /> UNO � \ � N o Q o 0 0� A STUDRAIL MUST BE o o A STUDRAIL MUST BE
<br /> � YJX - �6 7 1/2" OC JJ 15 #5 - SEE NOTE 5 0 0� A STUDRAIL MUST o o PLACED AT THE CORNERS o o PLACED AT THE CORNERS
<br /> � � � �' � � '�'d YKX - #� 6" OC � 18 #5 - SEE NOTE 5 0 o BE PLACED AT N � OF THE COLUMN N o OF THE COLUMN
<br /> „ �� �� � o THE CORNERS o (a� 4'-0" °
<br /> 2 6,i � � 6n 6„ � � - #� 6" OC �L 21 �5 - SEE NOTE 5 o OF THE COLUMN (3) #6 � BOT
<br /> CLR TEMP REINF YMX - �6 12" OC �M 24 #5 - SEE NOTE 5 � �
<br /> PER SCHED ---J
<br /> BM OR BOT BARS �X - #$ 12" OC �N 2 #5 - -
<br /> W� PER SCHED - YPX - #9 �z" oc INTERIOR COLUMN (TYPE 1) SR1-Y-Z PERIMETER COLUMN (TYPE 2� SR2-Y-Z CORNER COLUMN (TYPE 3� SR3tY-Z
<br /> MAIN SLAB STEEL - PERPENDICULAR TO SPAN YQX - #4 30„ oc
<br /> YRX - #4 18" OC �
<br /> YSX �- #5 16" OC
<br /> ��
<br /> �-- ADDED BOT BARS YUX - #$ 6" OC �
<br /> #5 RISER MAY OCCUR SEE SCHED O �+
<br /> V �
<br /> BARS � a S ' S� YVX - #4 14" OC ��
<br /> TOP "A" BARS 0.25 (S OR S')# 0.33 (S OR S')* 0.33 (S OR S')*�TOP "Bn BARS � - #5 14" OC
<br /> . �
<br /> PER SCHED Ld+12" MIN Ld+12 MIN Ld+12" MIN PER SCHED Y� - #6 24" OC �
<br /> 1 �
<br /> V
<br /> � . . . • . � w¢ YZX - #7 12" OC �
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<br /> 2"
<br /> CLR 6n CONT BOT BARS .� 6„ SLAB (SEE PLAN
<br /> PER SCHED � FOR THICKNESS)
<br /> SLAB REINF „ � ^ �
<br /> BM OR TEMP REINF PER SCH�D, ' 3/4 CONCRETE COVER ca 3/4 � STUD � � SEE �
<br /> wAtL ALT TOP & BOT UNO SEE PLAN - � TYp = NOTE 2� � o
<br /> �
<br /> CONCRETE SLAB, �
<br /> " o
<br /> MAIN SLAB STEEL - PARALLEL TO SPAN X LENGTN Nor�s: � w
<br /> 1 = 4'-0" 1. T-T O P B A R B-B O T T O M B A R, M-M I D-D E P T H B A R, Q�� � s _ � _ SEE PLAN FOR � j � � ' -
<br /> (P E R P E N D I C U L A R T O S U P P O R T 2 = ��_6�� B A R S A R E H O O K E D O N E O R B O T H E N D S, O R S T R A I G H T. � THICKNESS S E E S T U D R A I L Z � � � � � �
<br /> 3 = 10'-0" SEE PLAN. LENGTH "X" IS STRAIGHT LENGTH. HOOK LENGTH W NOTES FOR INFO o � Q o N a �
<br /> 4 = ??;_�„ !S AD QE Q T O 0l�R�L L B�R LEN�T H. � STUD u; u� �' � � N �'i
<br /> 5 1 5, 0„ 2. W H E R E B A R L E N G T H I S N O T I N D I C A T E D, Fl T B A R A S � I I f � � � � � � �
<br /> NOTES: 6 = 20-0 SHOWN ON PLAN. Y TYPICAL � � � � o o �, o 0
<br /> ► ��
<br /> * � 7 = 30�-0�� 3. TOP AND BOTTOM BARS IN SCHEDULE ARE IN = . ,. � �
<br /> 1. - WHICHEVER IS GREATER. - � ►� �n N N
<br /> 8 = 4q-0 ADDITION TO DISTRIBUTEO BARS SHOWN ON PLAN. � �
<br /> 2. BAR LENGTHS SHALL BE AS INDICATED ON THIS DETAIL UNO ON PLAN. 9 = 24'-0" 4. SEE Q/S4.51 FOR ADD110PIAL BOTfOM BARS J So So '- I � �
<br /> 3. SEE STRUCTURAL NOTES FOR COVER. REQUIRED AT STUDRAILS. , � �PER NOTE 12) -
<br /> 5. FOR PT SLABS, SLAB BARS TAAX-TMMX SHALL BE - CONCRETE COLUMN, �
<br /> 4. PROVIDE LAP SPLICE Lb & Lbt (FOR TOP BARS) WHERE BARS ARE LAPPED OR PLACED PER C/S4.61 AT SUPPORTS AND 6" OC \ SEE PLAN -�� � REINFORCEMENT � � J �
<br /> I S
<br /> SP ED. AT OTHER LOCATIONS, UNO. �- STRIP PLATE V So l S S R P P A1E � �
<br /> EXAMPLES: 3/4° CONCRETE COVER (AT COLUMN � �
<br /> INTERFACE ONLY) SEE STUDRAIL NOTE 10, FOR LENGTH
<br /> TC3 = #4x10'-0" AT 12" OC 1'OP REINFORCEMENT.
<br /> �H = (12) #5x15'-o" BOTTOM REINFORCEMENT. SECTION AT COLUMN STUDRAIL ELEVATION
<br /> � �
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<br /> N
<br /> TYP ONE-WAY SLAB DETAILS (WISUPPORT BMSIWALLS) NO SCALE F REINFORCING SCHEDULE NO SCALE G TYP POSITION OF STUDRAIL IN SLAB NO SCALE H W �
<br /> �
<br /> STUDRAIL NOTES: 8. STUDRAILS SHALL BE SPACED El�ENLY ALONG COLUMN FACE. SEE DETAIL � Q �
<br /> 1, STUDS ARE 3/4" DIAMETER TYPICAL. FOR SPACING REQUIREMENTS. � � � �
<br /> �
<br /> 2. AREA OF STUD HEAD > 10x SHAFT AREA. 9. STUDS SHALL BE SPACED d/2 ALONG RAIL, WHERE d = DEPTH OF PT v q'
<br /> SLAB - 1.25". � �
<br /> Q � �
<br /> 3. SEE DETAILS THIS SHEET FOR STUDRAIL LAYOUT TYPES, ELEVATfONS, COVER, 10. LENGTH OF STUDRAIL TO EQUAL Z x S) + So, WHERE 'Z' IS THE NUMBER OF � � ai �
<br /> ONE-WAY SLAB SCHEDULE AND POSI110NING (N SLAB. (
<br /> STUDS PER RAIL AND 'S' IS THE STUD SPAqNG. SEE STUDRAIL SCHEDULE. `� ro �
<br /> TOP BARS TOP BARS 4. STUD SPAqNG, S, MUST BE CONSTANT ALONG A STUDRAIL. � �' ''
<br /> MARK THICKNESS BOT BARS TYPE "A" TYPE "B" TEMP REINF REMARKS 11. STUDRAILS ARE ONLY REQUIRED AT COLUMNS WITH AN "SRX-Y-Z"
<br /> S-101A 8" #5 � 14 #5 � 12 #5 � 12 #4 � 10 5. IF THE SLAB EDGE IS WITHIN 2" OF A COLUMN FACE, THE STUDRAIL(S) CALLOUT SHOWN ON FRAMING PLANS.
<br /> BESIDE THAT FREE EDGE SHOULD BE MOVED SO THAT THEY ARE LOCATED
<br /> S-1016 8" #5 � 14 N/A #5 � 12 #4 � 10 NO CLOSER THAN 2" CLEAR FROM THE EDGE OF SLAB. X = TYPE 1, 2, OR 3 G � • o�
<br /> Y = NUMBER OF STUDRAILS PER COLUMN oQ �as,y, s,
<br /> S-101C 8" #5 � 14 #5 � 12 #5 � 12 #4 � 10 6. FOR A GIVEN COLUMN OR WALL, THE NUMBER OF STUDRAILS PER COLUMN FACE Z = NUMBER OF STUDS PER RAIL ��``�' �
<br /> S-102 12" #6 � 8 #5 � 8 #5 � 8 �5 � 10 MUST BE EQUAL, EXCEPT AS NOTED BY 7. ' Z
<br /> EXAMPLE: SR2-10-6 = TYPE 2 CONFIGURATION tMTH (3) STUDRAILS ,
<br /> S-103 8" #5 � 12 #4 � 12 N/A #4 � 10 7. WFIERE NUMBER OF STUDRAILS REQUIRED IS NOT EVENLY DIVISABLE AMONGST ON EACH OF THE SHORT COLUMN FACES AND (4) ON THE ,�. 27462 �
<br /> LONG COLUMN FACE. EACH RAIL HAS 6 STUDS. �n���15TER���'�
<br /> S-104A 8" #5 � 12 #4 � 12 #5 � 12 #4 � 10 THE COLUMN FACES, THE EXCESS SHALL BE PLACED ON TNE LONG FACE OF S�ONAL B�':
<br /> . i�HE CO�UMN OR THE LENGTH OF THE WALL. " 06-21-13
<br /> 12. So = 3.0" FOR 9" SLAB
<br /> S-104B 8" #5 � 12 �4 � 12 #5 � 12 �4 � 10 So = 3.5" FOR 10" SLAB
<br /> S-105A 8" #5 � 12 #5 � 8 #5 � 8 #4 � 10 So = 4.25" FOR 12" SLAB
<br /> Revisions
<br /> S-1056 8" #5 � 12 #5 � 12 #5 � 8 #4 � 10 So = 4.625" �FOR 13" SLAB
<br /> PRE-PERMIT REVIEW
<br /> S-105C 8" #5 � 12 �5 � 12 #6 � 12 #4 � 10
<br /> 05122/2013
<br /> PERMIT SUBMITTAL
<br /> 06/19/2013
<br /> S-105D 8 #5 � 12 #5 � 12 #6 � 12 #4 � 10
<br /> NOTES�_ PERMIT REPONSE
<br /> 1. CONTINUOUS BARS EXIEND BEYOND BOTH SUPPORTS.
<br /> 09/'f /2013
<br /> 2. WHERE CONTINUOUS SLABS PASS OVER A SUPPORT, THE LARGER AMOUNT
<br /> OF TOP REINFORCING SHALL BE APPLIED TO BOTH SLABS IF TNE CALLED
<br /> OUT BARS DO NOT MATCH FROM ONE SLAB TO TNE NEXT.
<br /> 3. SEE "TYPICAL ONE-WAY SLAB DETAILS" FOR REINFORCEMENT EXTENTS, PLACEMENT
<br /> � AND ADDITIONAL INFORMATION.
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<br /> � GRAND & WALL STREET
<br /> ' EVERETT, WA
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<br /> o - Date: 06/21/2013
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<br /> � � Job No: 113041
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