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REINFORCING PIER WIDTH VARIES, 1' - 4" MIN. TO 4' - 0" MAX. AT OPENING, �,;,,�,�.���1
<br /> REINFORCING DEVELOPMENT 2' - 0" MIN. AT WALL ENDS AND PIERS LARGER THAN 4'-0" ��;;�,J
<br /> DEVELOPMENT LENGTH PD
<br /> LENGTH �
<br /> � OR 4'-0" MIN. 2" CLR. VERTICAL END WALL
<br /> OR 4'-0" MIN. „ � WHICHEVER IS REINFORCWG AND � - - �� � A 110110thAvenu�eeNEspite550nc.
<br /> WHICHEVER IS 3 MAX. TO � GREATER. AT WALL TYP. TIES WHERE OCCURS - - - i #4 TIES AT 3 OC. TYP. 5
<br /> TIE TYPICAL �- TYPICAL TIE
<br /> �� (� Bellevue,WA 98004
<br /> GREATER. AT WALL 4 TYP. TIE LAYOUT LAYOUT AT LENGHTS LESS AT INTESECTING WALL i I I i INTERSECTING
<br /> LENGHTS LESS WALL ENDS THAN LENGTH � � I I � WALL AS OCCURS
<br /> sa.o3 'TYP. AT OPENINGS I I
<br /> (CONSULTANT'S lOGO AND ADDRESS)
<br /> THAN LENGTH BOTTOM OF SLAB REQUIRED PROVIDE
<br /> REQUIRED PROVIDE � - - - � 90° STANDARD -- ` : Q ° ° � q . a _ � � a ° �
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<br /> � �- �� : ;, �� _-, ,� ; ;, :7
<br /> 90° STANDARD x W HOOK UNLESS � ° � ° �4 � �a �e -0 � a . �a 90° HOOK WITH 6db BAR
<br /> HOOK UNLESS � � BARS ARE TO W a_ � �_ 8 .- . a� , a ,
<br /> BAR S AR E T O � E X T E N D F U L L � � a - °°4 ° E X T E N S I O N A T E N D 201 N. Maple Grove Ste. 100
<br /> EXTEND FULL - M ~ LENGTH OF WALL. 4 , a _. d d� AND 135° HOOK AT P ol eE(208) 3042 7168
<br /> LENGTH OF WALL. � C9 SEE PLANS, � . d �. � - a: g � m OPPOSITE END. ALT. �E �og# �54�s�.00
<br /> SEE PLANS 2 VERTICAL BARS DETAILS AND W � ° � " � � � °a • � HOOK ENDS. ALLSTRUCTURALDETAI USE�ONTHIS
<br /> � , \ r " , , _ PLAN ARE COPYRIGHT�C OF LOCHSA
<br /> D E T A I L S A N D s4.o3= TYPica� ` 2 2 SHALL BE FULL ELEVATIONS FOR � ` ° � ° ° ° ° � "��"EER�"�°F�°A"°T"ERE-�SE°F
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<br /> ' - : ,a- . e ANY DETAILS AND CONCEPTS IS NOT
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<br /> ELEVATIONS FOR oPENiN� HEIGHT AT WALL ADDITIONAL � ACOFLOCHSAENGINEERNGOFID�AHO NT
<br /> s4.os ' 3 s4.o3 ' #4 TIES AT
<br /> ADDITIONAL s4.o3 `' ENDS INFORMATION. 3" OC. TYP. �
<br /> INFORMATION. TYP� M. y
<br /> _� 2 WALL END OR FOR 12" WALL USE #8 VERTICAL BARS AT 6" OC. MAX. EACH FACE �P oF W ��ti,
<br /> sa.os °' EDGE OF OPENING �� �� � �' �� "�
<br /> ��� �i �i ��� FOR 8 WALL USE #5 VERTICAL BARS AT 4 OC. MAX.EACH FACE �P . T
<br /> �� � � �� NOTES: � ' �� � i
<br /> TYPICAL WALL ° i i ° C° AT WALL ENDS PROVIDE 90 CONTINUATION 1. typical reinforcement not shown for clarity. ' �
<br /> REINFORCING - ii i 0 -� OF WALL For typical wall reinforcement see � �
<br /> i � DEGREE STANDARD HOOKS FOR
<br /> � i i ° WALL DOWELS INTO FOOTING WHERE OCCURS s4.o3 �T�RA� EN��� �
<br /> �� �� ._ _ ,�
<br /> � � � '� T.O. SLABIFOOTING 2. Extend typical horizontal wall reinforcing to within 6" of wal end and �SS�ON A L ENG�
<br /> - - - - - -� 05-29-1
<br /> 5 provide 135° standard hook at ends of horizontal reinforcing. ExP.o,�o7�2oz
<br /> 3. At openings, ties shall extend the full height of opening +18" beyond
<br /> EDGE OF OPENING PROVIDE 90° STANDARD HOOK � B.O. SLAB/FOOTING� openings. At wall ends ties shall extend full height of wall. coPVR��Hr��oo5, ALLRIGHTSRESERVED
<br /> AS OCCURS AT OPENING LOCATIONS � Z - - - �-�'
<br /> Q �- � SUBMITTAL/REVISIONS
<br /> TYPICAL WALL REINFORCING AT WALL ENDS AND OPENINGS-ELEVATION � ° � OPENINGS - PLAN VIEW 2 ; 03/28/1g �ESCRADDENDA#1
<br /> NO SCALE NO SCALE 4 04/20/18 ADDENDA#4
<br /> 5 05/29/18 ADDENDA#5
<br /> 180° STANDARD 4 , °a _ .;, 4 5 6
<br /> HOOK a -
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<br /> #8 HORIZONTAL l ° �- U
<br /> BARS AT 6" OC. �° � d ` ° o- °a CONCRETE � - �° '•a a a :. °: - : � , #5 BARS AT 6" OC. EACH FACE
<br /> SLAB � : p - - �" ° o -`- � TYPICAL WALL HORIZ. TO ALIGN WITH HORIZ.
<br /> `° ` a e ° P ' ' ° ° =� � � 4°' BARS ABOVE OPENINGS. EXTEND
<br /> �° :a � a p a a` �.. aa. -.. _ r _ REINFORCING, �
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<br /> . - - �- SLAB DOWEL a a_ - a � ° a a . ' sa.o3 TYP. �� - 8" ` 1' - 8" 1' - 8" 1' - 8" '
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<br /> #8 VERTICAL a a -_.. , a a - - - - ------ -
<br /> BARS AT 6" OC. °. d a a-:.� = a -. a - N � _BOTT. OF 3rd�
<br /> a. � ,_ U , FLOOR SLAB
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<br /> � #5 HORIZONTAL �
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<br /> °� HOOK DOWELS BARS AT 6" OC. - � ' '
<br /> -.- a - � INTO SLAB WHERE � 2 \ 2 \ �
<br /> a �- WALL BELOW DOES b �a�°- s4.os TYP. s4.os,' TYP. � � w "�''
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<br /> _ - - . . : ° � a CONCRETE ° ° : � a a. _
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<br /> a - #5 VERTICAL -. " a . °Q;. . � , , , � N
<br /> a a BARS AT 6" OC. -� ° ° NOTES: 2nd FLOOR C�
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<br /> � � -° - 1. For 6" and 8" walls use one � �
<br /> NOTES: - -°I�:� `aa:_ °I l.` a` . � . ° a - - - - - - -
<br /> •' °a ° , n ° .� a d . .
<br /> 1. For 6" and 8" walls use one ° ° . , � a °. e�J m - -°� °,a. curtain centered in wall. _� __-- ------- --------- -----_------- --------------- ------------ - ,.�t
<br /> � a--�
<br /> ° � < - d a � 2. concrete slab reinforcin i i �i 3 W �
<br /> curtain centered in wall. a � ` - , g , i , � � BOTT._OF_2nd
<br /> e.a.
<br /> a � �a �� � 9 1 ANDARD a°� 'e ^ �e �° � not shown for clarity. �, ; sa.o3 TYP. FLOOR SLAB • �
<br /> 2. concrete slab reinforcing ° a a a
<br /> V � `: . . -. °;° .a a�_ ,° 80� ST , � ° 3. Coordinate all water proofing i
<br /> not shown for clarity. ° °� - , HOOK '
<br /> _ � � Z
<br /> ° :-�a. a - - measures with architect. � O
<br /> 3. Coordinate all water proofing _ - - _- a. I �
<br /> measures with architect. °�-. p � _ Q �-
<br /> oa m. � - - - - � ' #8 BARS AT 6" OC. EACH FACE FOR WALL DOWELS ' -- CONCRETE COLUMN ' - AWNING FRAMING. (� C�
<br /> - WALL BELOW _ �' U HORIZ. TO ALIGN WITH HORIZ. AT COLUMN SEE : 4 FOR ENLARGED � � Z
<br /> °, ° ° a � .e � .. � BARS BELOW OPENINGS. TYP. OF 7 s7.o3 ' � AWNING FRAMING ('� � _
<br /> EXTEND HORIZONTAL BARS LOCATIONS PLANS SEE S2.03 � Q
<br /> � TYPICAL WALL REINFORCING BELOW TYPICAL WALL REINFORCING ABOVE EXTERIOR WALLH OF THE � �
<br /> WALL OPENINGS 3 WALL OPENINGS 4 LEVEL 2 WALL REINFORCING ELEV. ALONG GRIDLINE F BETWEEN GRIDLINE 4 & 6 5 W � �
<br /> NO SCALE NO SCALE NO SCALE � O �
<br /> � W
<br /> #5 BARS AT 6" OC. EACH FACE � �
<br /> � � HORIZ. TO ALIGN WITH HORIZ. TYPICAL WALL ° w
<br /> ,
<br /> ���' 7 BARS ABOVE OPENINGS. EXTEND 3 8 4 9 REINFOCRING, SEE PLAN 1 O a
<br /> HORIZONTAL BARS THE FULL 3rd FLOOR
<br /> , 1' - 8" 1' - 8" 1' - 8" S o 1' - 8" s4.o3 TYP. �� _ $., �, _ $„ �, _ $�� �, _ $��
<br /> I, LENGTH OF THE EXTERIOR WALL
<br /> - - - - - - - - - - - - - - --
<br /> �
<br /> � � � � i BOTT. OF 3rd
<br /> - -------
<br /> � � � � � �
<br /> FLOOR SLAB
<br /> � ' � i � � � i
<br /> w ; � ; TYPICAL WALL � i � ; � ; �
<br /> z I ; � REINFOCRING, SEE PLAN 2 i 2 i i �
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<br /> U 1 � � i S4.03. � i S 4.0 3.. � i � z
<br /> Q � � TYP. _ TYP. � .. , TYP. � � � �
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<br /> 2nd FLOOR� ( ,
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<br /> `� - - - - - - _ - - , - - - ------------ - ---------- - ----- -�- - -- ---- - -- ----- � V
<br /> z ---------------------------------------------------------- ----- ---------_-------- ------------- ----_---------- �
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<br /> =I � � � #8 BARS AT 6" OC. EACH FACE ; � � 3 � . � � � BOTT. OF 2nd� �
<br /> o , 1 ---- ----
<br /> � ' '' � HORIZ. TO ALIGN WITH HORIZ. � I sa.o3 � � � � � FLOOR SLAB z
<br /> ; S4.03.' .�---TY{�. S4.03.:
<br /> � , BARS BELOW OPENINGS. EXTEND s�.o3 ' � i � i i �
<br /> a � o J
<br /> y � ' HORIZONTAL BARS THE FULL '; I i � �
<br /> � , LENGTH OF THE EXTERIOR WALL � o w
<br /> w =
<br /> 2
<br /> W �- FOR WALL DOWELS AT CONCRETE ,�, � � �
<br /> ' S7.03,,` S4.03
<br /> o COLUMN SEE a AWNING FRAMING. FOR COLUMN AWNING FRAMING. FOR �� �- DR4WNBY
<br /> #5 BARS EACH FACE AT 6 OC.
<br /> � TYP. OF s7.o3 ENLARGED AWNING FRAMING ENLARGED AWNING FRAMING AC
<br /> � 7-LOCATIONS PLANS SEE SHEET S2.03 PLANS SEE SHEET S2.03 EACH FACE TO ALIGN WITH
<br /> � HORIZ. BARS ABOVE OPENING - sHEET NunnBER
<br /> �
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<br /> �� 4 . 03
<br /> � � 6
<br /> � o LEVEL 2 WALL REINFORCING ELEV. ALONG GRIDLINE F BETWEEN GRIDLINE 6 & 10
<br /> �" NO SCALE
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
<br />
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