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� REINF 1y" CLR
<br /> EQ EQ MAX, TYP �4„
<br /> GAP
<br /> �
<br /> 2��
<br /> 0'-4"
<br /> CNAMFER PER ARCH, TYP �,P �
<br /> i
<br /> ���4 X� W� 3�4��� HOLE (2) �4 x 48"
<br /> CHAMFER PER ARCH, TYP
<br /> a a:Q � SEALANT, TYP � � AT �, WELD TOP LEG TO ONE 24„
<br /> Q ` e'
<br /> Y2" MAX ` 3 �� �� °- PANEL & BOT LEG TO OTHER TILT—UP WALL PANEL
<br /> REVEAL aa , REVEAL • � LR �� � AROUND PEA WHC .
<br /> PER PLAN, TYP
<br /> a �oo i i
<br /> T/PANEL _
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<br /> PER ARCH < HORIZ REINF� a, d a . a ea —� Q a . d . , w � g � Z o. Q ` a. e , a a 4 a., ' a , a
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<br /> TILT—UP WALL ¢ a a ; 2505 Third Avenue
<br /> PANEL PER PLAN � � � %q." °.. INSIDE FACE #4 x 48", TYP
<br /> Suite 324
<br /> (2> #5 2'-0" OUTSIDE F/WALL ° ` CLR a . TILT-UP WALL 3 1 Seattie, WA 98121 �
<br /> HOOK BARS WHEN , � a a PANEL PER PLAN R /gx4x0'-8" W/ (2) /2"� x 4"
<br /> N P 24" LENGTH IS ,� a a . ,d: (2) #5 AT EMBED [3x3x3/g x 0'-9" � �2�� S I D E S O N L Y, T Y P 3 WHS � 5"OC 206.720.7001 phone
<br /> �5 x 48" DIAG NOT AVAILABLE ° . '• � PANEL EDGES W/ (2) �/2"0 A36 RODS x `'�� �t6 206.720_2949 fax
<br /> TILT—UP WALL OUTSIDE F/WALL C� 6,OC, TYP .
<br /> o PANEL PER PLAN aa . ��/4x3x0'-6" TYP
<br /> (2) #5 I � COL PER PLAN WWW�craftarchitects.com
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<br /> 3/4 PER PER �P ��4 3��6 3
<br /> CLR T/SLAB PLAN PLAN
<br /> �P PER PLAN
<br /> T/Fl"G SINGLE CURTAIN REINFORCING UNO DOUBLE CURTAIN REINFORCING UNO
<br /> PER PLAN NOTES:
<br /> 1. CONNECTOR SPACING PER PANEL ELEVATIONS. NOTES:
<br /> 2. TILT—UP WALL PANEL REINFORCING NOT NOTED OR SHOWN PER PANEL ELEVATIONS. 1. CONNECTOR SPACING PER PANEL ELEVATIONS.
<br /> PLAN - TI LT-U P WALL PAN EL 2. TILT-UP WALL PANEL REINFORCING NOT NOTED OR SHOWN PER PANEL ELEVATIONS. Q o .
<br /> TYPICAL TILT-UP WALL PANEL OPENING REINFORCING TYPICAL TILT-UP WALL PANEL SECTION EMBED CONNECTIDN - TYPE O r� PLAN - EM�ED CONNECTION AT HSS C�LUMN - TYPE O �
<br /> 03500 SCALE: NONE 1 03503 SCALE: 1"=1'-0" 2 03511 B SCALE: 1"=1'-0" `� 03512 SCALE: 1"=1'-0" 4 W �
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<br /> � ° CHAMFER PER i i �_ � R3/gx2xa'-6° W W
<br /> 1 CLR 8�� ARCH, TYP �-- o�
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<br /> M I N °° HOLD TIES AWAY FROM 4 x 48" a ' a ° _ _ W � SIDES ONLY, TYP 3�s c3x3x�/4 x 0'-8" W/ (3) D-19 DBA x 24" �
<br /> REVEAL LOCATIONS TO � � ; , � ��s � 3 OC BY NELSON OR EQUIVALENT, TYP
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<br /> w/ (2) �/2"� A36 RODS CONSULTANT
<br /> SECTION , „ Q 3�16 X r �2�� � 6��QC
<br /> EMBED R3/ex4x0 —9 °. h�—
<br /> VERT REINF EF PER EL W� �2) �����, A36 „ a, a a TILT—UP WALL PANEL PER PLAN TILT—UP WALL PANEL PER PLAN
<br /> PER ARCH RODS x 3 /2 � 6 OC a
<br /> � INSIDE FACE ��� CHAMFER PER ARCH, TYP
<br /> �� 3�4" CLR TO TIES CLOSED TIES PER EL N
<br /> ��o TYP AT EDGES J01
<br /> �� _ �„ �- � �1 —�� 0 � � � � ��p
<br /> INSIDE FACE co
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<br /> , a 818 TEWART STREET• SUITE 1000
<br /> ° 4. a Q � � a ,.. . w � PER SEATTLE, WASHINGTON 98101
<br /> g ° :o �. , .. ° ° � ,a. . �� . . • a- Q- PLqN PHONE:(206)332-1900 • FAX:(206}332-1600
<br /> � `' N OTES: WEBSITE: www.dci-engineers.com
<br /> � w OUTSIDE FACE � ��C�� NOTES: CIVIL / STRUCTURAL
<br /> v ~ � � 1. C O N N E C T O R S P A C I N G P E R P A N E L E L E V A T I O N S. OcoPy��9ht os�2ois�'p,mato conversano Inc. All Rights Reserved
<br /> � o � C H A M F E R P E R A R C H, T Y P 1. CONNECTOR SPACING PER PANEL ELEVATIONS. Th,s documenl,and the�deas and designs may not be reused,in whole o�
<br /> � � in part,withoui written permission from D'Amato Conversano Ina �
<br /> N TILT—UP WALL PANEL PER PLAN, TYP 2. TILT—UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. D�Amafo Conversano Inc.disclaims any responsibility for�ts unau{hanzed�se.
<br /> TILT—UP WALL PANEL PER PLAN 2, TILT—UP WALL PANEL REINFORCING NOT NOTED OR SHOWN PER PANEL ELEVATIONS. ST'AMP
<br /> , PI.AII�I - TILT�UP WALL PA�IEL 3. BAR TO ANGLE WELD PER MANUFACTURER, TO BE ABLE TO DEVELOP TENSILE CAPACITY OF BAR. 0� E . ��
<br /> PLA►N - TYPICAL SECTION AT TILT-UP WALL PANEL LEGS MITER WALL CORNER INSIDE CORNER EMBED CONNECTION - TYPE O 7 PLAN - OFFSET TILT-UP WALL PANEL CONNECTION $ ��°� ti�As�I���.
<br /> �, , ., 5 �, , �, 6 ,. � „ ��,�;�:: o
<br /> 03510 SCALE; 1 =1 —0 SCALE: 1 =1 —0 03516B SCALE: 1 =1 —0 03514 SCALE; 1 =1 —0 ��,.
<br /> � �` ;;,
<br /> �" '�� 'Si�, 29759 -�,``L ��
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<br /> � � CONT t7x4x3�g LLV ��l��l�t� ��� �
<br /> W/ �/2"� x 5" LONG WHS
<br /> Submittals Revisions:
<br /> � 24"OC STAGGERED EA LEG
<br /> REfURN LEG CAST W
<br /> PERMIT SUBMITTAL 05/04/16
<br /> MAIN PANEL
<br /> (REINF PER ELEV)
<br /> 0 CITY COMMENTS 07/07/16
<br /> SECTION
<br /> R3/gx2x0'-6'� CONN PER 3/S4.2
<br /> � OF SPLICE SPLICE �'�/2x4x1�-8" LONG SIDES ONLY, TYP 3/16 c3x3x�/4 x 0'-8" W/ (3) D-19 DBA x 24"
<br /> � (2) �5 MIN � TOP 3�16 � 3"OC BY NELSON OR EQUIVALENT, TYP N
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<br /> 6" 6" TILT—UP WALL PANEL PER PLAN ~D Sheet Title: STRUCTURAL
<br /> TILT—UP WALL PANEL PER PLAN TILT—UP WALL PANEL PER PLAN TILT—UP WALL PANEL PER PLAN �_
<br /> TILT—UP WALL PANEL PER PLAN, TYP � Q Y
<br /> „
<br /> °� WALL DETAI LS
<br /> o �.� �,P CHAMFER PER ARCH, TYP �OI4 CHAMFER PER ARCH, TYP j°
<br /> FIRST TWO STUDS y � Date:
<br /> w �� 04/07/16 �
<br /> N t �
<br /> C N Design:
<br /> � � TB
<br /> � 48„ � o
<br /> �#5x NOTES: '� Drawn:
<br /> � #5 VER AT CORNER 12" CTRD o � �M
<br /> � NOTE: NOTES: 1. CONNECTOR SPACING PER PANEL ELEVATIONS. � " Pro ect No:
<br /> a � 16011-0158
<br /> �, ADDITIONAL REINFORCEMENT � ;
<br /> � 1. PANEL REINF NOT SHOWN FOR CLARITY. 2. TILT—UP WALL PANEL REINFORCING PER PANEL ELEVATIONS, NOT SHOWN FOR CLARITY. �, �,
<br /> � PER ELEVATION. � � Approved:
<br /> � 3. BAR TO ANGLE WELD PER MANUFACTURER, TO BE ABLE TO DEVELOP TENSILE CAPACITY OF BAR. Y ° '
<br /> � �
<br /> o � a�
<br /> `° s � Building No: A
<br /> N PANEL RETURN LEG 9 PANEL CHORD SPLICE C�NNECTION - Tl(PE O 10 PLAN ' OFFSET TILT-UP WALL PANEL GONNE�TION 11 PANEL TO PANEL CONNECTION � �o
<br /> S C A L E: 1"=1'—0" S C A L E: 3/4"=1'—0" 0 3 5 1 4 S C A L E: 1°=1'—0" SCALE: 1"=1'-0" 1 2 W N " '
<br /> � No S4 . 2
<br /> 0
<br /> � � � Sheet No:
<br /> � �
<br /> � � C U
<br /> � O
<br /> � Q �.� COPYRIGHT CRA�f ARCHITECTS 2016
<br /> � � 3
<br /> �.0 16011-0158—S4.2A.dwg 3 O —�J u rjmihayfova E
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