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V - _ _ _ _ <br /> PANEL DOWELS PER PANEL <br /> EXT ��•�� <br /> ELEVATION i'.�I P A`� A T T O I� I� <br /> — — — — — — — — — <br /> � <br /> TILT PANEL I , <br /> RETURN PANEL PER <br /> PLAN(NOT AT SIM) <br /> � CONT ANGLE I <br /> �._--�-_.�- -----�.,.m�x PER 2 I <br /> �- � � EMBED AND TIE PL <br /> I �,"``��..�� � • PER 3 <br /> L8x8x�"x 33'-0"W/a'f�x8° �`'-w.�, <br /> WHS AT 12"OC � "�.�, ( S3.7 <br /> � <br /> � a r c h i t e c t s <br /> F = _ _ � EXT I <br /> � �� I <br /> I � � 2505 Third Avenue <br /> I OUTSIDE CORNER CONNECTION I Suite 324 <br /> M�� 5/16 12 � SIDE PL�"x12"x1'-9"AS AT SHEAR WALL � Seattle, WA 98121 <br /> L7x4xg"LLH CONTAT BTM OF PNL W! � � NTERIOR SSDE OF�N i 206_720.7001 phone <br /> a"�1x8"WHS AT 24"OC AT CL PNL 6 6 <br /> END PL � PANEL 206.720.2949 ax <br /> �P 5/16 12 I 10"VERT LEG t <br /> 3"TO BOTf S E CT 1 O N www.craftarchitects.com <br /> 5116 EMBED ANGLE � <br /> 5/16 3-24 1"GRQUT TYP a' TAPERED.$"x1'-9° _ <br /> EXTERIOR GRADE o 1" 1'-0" <br /> UNDER PANEL VARIES MUST BE WELDED W � I <br /> GALV L4�" x LENGTH OF PLACING ADJACENT I I �16 � GWRID AND CL <br /> 112 � � <br /> PANEL-LLH WI 4"PJ EXP ANCHORS TILT PANEL � L7x4 CONT AT BTM OF PNL <br /> AT 24"OC,EMBED MIN 6".ADJUST sp i _.—_...,, ` <br /> GRAQE BEAM CONT REBAR TO � " <br /> SIDE TO ALLQW FOR ANCHORS N � 8n � <br /> 2"TYPT ( <br /> .........:..•.:. v —_ � <br /> _ __ _ _--_—__ _ _ � i <br /> • • � • • • ! • • • � CONT ANGLE PER� � <br /> 'I I 1 7z" � I SHEAR WALL EMBED I WELD CONN �� W <br /> !�! � PER 2 � i TO EMBED PRIOR TO '� <br /> #5 TIES AT 9"OC (21)#9 CONT BARS TOP � INSTALLING COL Q <br /> � STARTING AT FACE OF AND BTM 2 #9 EA SIDE GRIND TOH � � W � Q <br /> � <br /> EMBED FOR 6'-0"AND AT '� � �S 5/16 r — — —— — — — — — — — — — � ADD PL 1"�cAS REQxQ'9" � � � <br /> 18"OC ELSEWHERE.ALT WALL,EQ SPAGE. I • � EA END OF COL BASE PL <br /> ANGLE EMBED i <br /> TOP HOOK.CENTER TIES PER 4 i I i � <br /> M EVERY OTHER SET OF S3.7 i � � i � <br /> BARS AS SHOWN � ( i � � <br /> • � i � 11 1 <br /> 0 � ' � W � <br /> � ExT � I � � � � — � <br /> - - - - - - - - - I � ; � �' W <br /> _ _ � I � _ LL �► <br /> . . . . . . . . . . . � � - ' ,� W <br /> � � <br /> e �r ra� .rs—�—�--�i � � <br /> �,.��-��� 7i� . 3! ii � TIE PL�"x3"x0'-5" i Q � i � <br /> . . PS��I���a�i��������I--�-�-1���--�� M -J <br /> �..,..... � �. � <br /> �.i�6 -1���� �I��I�_..�u.I I 9==�� � � GRID AND CL � <br /> GALVANIZED EMBED PL 1"x 28'SC1'4"W/(8)#7 A706 FACE OF PANEL TO INSIDE CORNER L _ _ _ _ _ _ _ _ _ J <br /> DOWELS EQ SPACE AND STANDARD HOOK AT CENTER OF EMBED 1 CONNECTION AT SHEAR T - - - - - WALL AND COL <br /> SIZE AND WIDTH PER PLAN BOTTOM,EMBED 36"INTO FOOTWG - WALL <br /> SECTI4N � ECTION SECTIC'JN '�4 2-6 <br /> 1 2 _ 4 <br /> 1" = 1'-0" 1" = 1'-0" 1" - 1'-0" <br /> CONSULTANT ■ <br /> I ■ <br /> � %"CHAMFER,TYP , _ <br /> _ _ <br /> � I � <br /> I i I ELEV PERARCH � � <br /> � ( � � <br /> I I � TACOMA • SEATfLE • SPOKANE �TRI-CITIES <br /> I � I NOTES: <br /> 2215 Nwth 30th Street,Suite 300 Ta�ma,WA 98403 <br /> � I � 1. G.C.MAY CONSTRUCT WALL (2)#4 CONT TOP 2�.ass.zazz re� z�.�es.zs�z Fnx www.at,t�.com wee <br /> I I USWG TILT-UP PANEL OF WALL <br /> I � ( CONSTRUGTION OR CAST IN <br /> � � PLACE(USE 6"WALL FOR CIP�. <br /> ( I _ TOF ELEV ��'�'a Asgg�O <br /> PER ARCH 2. TILT-UP PANELS SHALL BE #4 FOOTING DOWELS � @�s� I`1'��,�� <br /> MAXIMUM OF 25'-0"LENGTH WITH AT 12"OC � _ °'y' <br /> � 3/°JOINTS.CIP SHALL HAVE%" � <br /> I 2'-6"SQUARE COL COVER VERT CHAMFER AT 25'-0"OC #4 AT 12"OC � <br /> � W/(8)#5 VERT BARS(3 EA HORIZONTAL _ ' <br /> FAGE)DOWEL IN 6"USING 3. CONTRACTOR SHALL Q`�T���T zs+se ����4.4'�� <br /> COORDINATE JOINT LOCATIQNS � +�+ �AL$ 1�'' <br /> I AND ANY REVEAL PATTERN AS <br /> EPDXY. �'s10NAL <br /> REQUIRED BY ARCH <br /> � I #3TIESAT12"QC{2)AT Submittals/Revisions: <br /> I TOP (2}#5 CONT AT BOTTOM OF � CITY COMMENTS, VE 5-10- 2018 <br /> PANEL(NOT REQ AT CIP) 1 <br /> � � <br /> ' I EXTERIOR GRADE — T(p 6"SLAB ON GRADE <br /> PER CIVIL WI#4 AT 18"OC EA WAY, <br /> � <br /> I I RUN TO OUTSIDE EDGE <br /> I ( FOR CALLOUTS �� OF CONCRETE <br /> IN COMMON <br /> FINISH GRADE, � I �EE 3 a z • • � �— PROVIDE 1'-0"WIDE LEG <br /> SEE CIVIL S1.5 <- n- � � N � <br /> I I I � � AT EACH END OF EACH <br /> I I � � ' � TILT-UP PANEL FOR <br /> PANEI ERECTIdN AND <br /> � � � I I ��� LEVELING PRIOR TO <br /> "' � I I � 1= F40TING PLACEMENT <br /> • ���—� <br /> I ������� <br /> II il II II �z��coNT aorra�- — 1�1� <br /> `-� � w I I I� I I I� BREAK AS REQUIRED AT ( gM �" -"� _I I 1=�g� -�� —I I I=��� , <br /> � ' I � , ' � � h TILT-UP PANEL LEGS ' 2 O � Sheet Title: <br /> t� ✓� � �� <br /> , W . . . . . L - - -- - -- - <br /> 2'-0"x 2'-0"x 0'-8"CONCRETE LEVELING PAD EA FOUNDATION DEI�AI LS <br /> END OF EACH PANEL FOR PANEL PLACEMENT <br /> �, SIZE AND REINF PER PLAN AND SCHEDULE �, � PRIOR TO FOQTING PLACEMENT-OMIT IF � QQte� 1/22/18 <br /> NEW WALL IS CAST IN PLACE NEW <br /> Design: LAH <br /> � ECTION SECTIC�N <br /> � � Drawn: CLR � <br /> 1" = 1�-0° �° _ �'-o° Project No: 17-109;AHBL 2170746 � <br /> m <br /> 3 m <br /> � Approved: DLB � <br /> � <br /> � <br /> � � <br /> � r 9 <br /> o � <br /> � Building No: �, <br /> N �r <br /> 0 <br /> E o <br /> a � <br /> " Sheet No: � <br /> . o� <br /> � � <br /> �� <br /> � <br /> o COPYRIGHT CRAFT ARCHITECTS 2017 �g <br /> �� <br /> �� <br />