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�.. <br /> " � <br /> r <br /> � , �� , <br /> �� <br /> � („n 9 "�`� j j � GENERAL TILT-UP PANEL NOTE: <br /> �N��'''� �j � � �� � ~`\ <br /> , /� �f? � I � � a 1. TOLERANCE ON PANEL THICKNESS SPECIFIED SHALL BE PLUS Y"AND MINUS 0". PANEL � <br /> � � ���� <br /> r� T r � N `� � $ i � ,� j. ❑ THICKNESS IS BASED 4N LUMBER FORMS OF 7�"OR 9Y2". REVEALS SHALL NOT EXCEED t��3 � �� A T T O � �� <br /> ___ �. ___, w .� <br /> � C/) � i i %"DEEP AND SHALL BE PLACED AS SHOWN ON THE ARCH DRAWINGS. <br /> , �..... <br /> � r -- -- - - - - - - - - - - - - - -- b'-�—' <br /> � � � � --t- LC� r 2. THE REINFORCEMENT SHOWN ON THE PANEL ELEVATIONS IS IN ADDITION TO TYPICAL <br /> ; � � i i � � � C!) BARS AT OPENINGS,EDGES,CORNERS,BASE,ETC. OMIT TYPICAL VERTICAL <br /> � - - - - -- -- -- -- -- -�-- - - - - - - - - - - - - - - - -- -- -- - ' - - - - -- - - - - - - j � , , C' I C� � i ,�( � i REINFORCEMENTWHEREMORECLOSELYSPACEDVERTICALREINFORCEMENTIS <br /> � � / [I _L __ i SPECIFIED IN PIERS. <br /> � , �,�..._. <br /> II I � _ _ __ _ _ __ __ __ __ __ _ _ <br /> --- -- -- -- -- - - - - - - - - - - - - - - - - -- - - -- - - -- -- -- -- - - -, � �.� I <br /> i � -- -- � � i <br /> i � <br /> � � 25'-7�" � �� �"' �` � � 3. PANEL DIMENSIONS ARE TQ CENTERLINE OF JOINT OR EDGE OF PANEL OPENING,UNLESS <br /> - -- -- "�.. <br /> i i 4 - - - -- -- - � - - - -- - - - � � NOTED OTHERWISE. ALL PANEL CONNECTOR DIMENSIONS SHOWN ARE TO CENTER LINES <br /> � � <br /> � � i i � � OF CONNECTORS UNLESS NOTED 4THERWISE. <br /> � � ; 2'-6" 12'-0" 5�_ " 3�-4• 5�_2j � <br /> , <br /> 28'-22" 28'-42" � 74" 4. PROVIDE ADDITIONAL REINFORCING AS REQUIRED FOR LIFTING AND LIFTWG INSERTS. � r C h I t E C t S <br /> 28'-d" <br /> � �p 72� �---� ��� � 5. VERTICAL REWFORCEMENT SHALL RUN FULL HEIGHT UNLESS NOTEQ OTHERWISE. <br /> � t �� 5 � �� � � 5 2505 Third Avenue <br /> I � �y__�, ��� �� � ��"" `""` �"� �--���-�- -�-�� � 6. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCH DRAWINGS. S u ite 324 <br /> , ._ _ �_� _ _ �.__..__�_�; .,�.�._._ -- - Seattl WA 98121 <br /> � ._._. _._ .._.v._ .�..� � <br /> "��.., ..�.,...� _..___._.___.� ._._.�.�.�. • .� ..�...�...�.,.�:..�.�.. <br /> ��...��.�. �..._ . ._ _ ,.�_ . _ ; e, <br /> �`� �"�=����°�-°---_-°�--� � � ������-�--�-��----------- 7. DO NOT CUT OR DRILL ANY HOLES IN PANELS WITHOUT APPROVAL OF ENGINEER UNLESS <br /> _ _ 5 ._.�. __ 7 �,._______�.. _ _ ...w ._.,_...____. _... <br /> .�......d.v.._..�..,�.�_ ,.� <br /> �� u��� ���.����� 4� -� ��s.a�. _ <br /> `"" �"""" ""-9 y 1$ 21 — SHOWN OR INDICATED. <br /> 13 11 . ... �. � � , �..�.d._�. ��.�� �__ ,,�--�_� 206.720.700'I phone <br /> �,J..�..�.�...�, .�_.� �....�. .�.�.....�.�..��..._,� <br /> 2 4 - 8. REWFORCING SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO 206.720.2949 fax <br /> AT r 3 4 <br /> 3 6"�C 3 53.10 S3.10 4 Z g PLACEMENT. <br /> S3.10 S3.ia S3.10 www.crafta rcF�itects.com <br /> S3.10 9. DO NOT SCALE PANEL ELEVATIONS.SEE ARCH DWGS FOR BUILDING DIMENSIONS. <br /> 1 1 � 7 <br /> 24'-0" �� 24'-0" 24'-0" 24'-0" 24'-0" 24�-d" 10. SLOPE TOP QF PANELS WHERE REQUIRED PER ARCH DRAWINGS. <br /> AFF 'TYP; "�' , � AFF °� AFF � AFF AFF �� AFF <br /> ' , 1 ; f <br /> � 11 11. SEE FOUNDATION PLAN FOR LOCATIONS OF PANELS. <br /> � � ;�� S3.10 � °`�� � � <br /> � ; ! � 12. UNLESS NOTED OTHERWISE,TILT-UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM <br /> � INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR. <br /> 3 13 <br /> 5 � � 6 5 KEY NOTES <br /> 2 7 S3.10 5 <br /> 4 <br /> 12'-0" � �0"� � 12'�0� i 12'-0" 12'-0" � � 12'-0" <br /> � 1� #5 VERT AT 9"O.C.AT CL PNL AND#5 HORIZ AT 16"O.C. Q �� <br /> AFF 7 AFF � AFF AFF AFF AFF <br /> � ._.�. 7 �� - - � <br /> � _ _,.�� .._., _ _ 2 TYP REINF ABOVE AND BELOW OPNG#3 AT 6"O.C.VERT AT CL PNL W/ � <br /> n 3 3 -----�----�---�--�--�- � � -�- STD 180 DEG HOOK TOP AND BTM AND#5 AT 16"O.C.HORIZ. <br /> � �� � <br /> �._-----�--�----"��.�`_'""� <br /> .� _ �._,.� <br /> � �_...__.__... ._r...�._uu.�_..�-------W----- .,1 <br /> � ��.�, � �"v� r �"�"`�`� � _ _ ; � ! s� `�"" O3 (1}#5 x 4'-0"DIAG.(TYP)AT OPENING CORNERS(AT SMALL NARROW PIER, � Q <br /> , a 6 i •�I, a � .�.., �,.�,�. _ � _.... _... .� ..._. _.,.a �. .�__ � �.. _�. ...__,��..,..�. �. ._.. .... � � _ �. � " ,�j BEND BAR TO FOLLOW EDGE OF PANEL). <br /> � ,� .�---�--`�`�' $ __��_ .�--�- --�-�-"""'_ 9 9 � �.�� m..�..�..�. � � � <br /> � � _ � � � � .� ,,_ _ .._.. ._. - _�_._.�.. _..�.. € / E I <br /> I I I i r ' � .-w-a--��--�""`"`� I I I I ` y 4O (2)#5 AT BOTTOM CORNER 24N -- <br /> `�— �l�_._!-��1.�_ . _ �_ _� � _ �—_—..—__..�.—_—.��—_M_—..___..�__ _ � ����_._ _!_.�_._I__ _ v___.L_.1.._l� �. ��___��� _._.. �. 6 .�..�_ i i �I-l-I� �_�.__.�.—� OF SINGLE MAT PANEL 24" � <br /> . n—.__.�__�.. _ �_ _ . � _ —__.�._ C� C � � <br /> [ . ��.�. 5 �� � � ,�'� __ �,. .� �� ��, _� ,� �5 (2)#5 AT EDGE OF PANEL.(GENERAL REQUIREMENT,IN DOUBLE MAT � W <br /> �4� �- � 4 �' �- "- �- `�"" 5 `�' °�-" "-' —' 4 . `- 5 � PIERS DO NdT ADD EXTRA) � <br /> i �._.. _- I���.__.. � .� �_ �.� �. � .� _ �I �:� �. � �� � ._._�......M _____ � _ �- — > ac <br /> � � �. �. .� .� �. �...� _ _ �. _ _ ___ _ _ _.� � .� .� _._ __ �. __ � _ � _ �_ .� __ .� � � _ _ _ <br /> _ � ,.�,v __... ._,.x� .�;. ..._, __�,.., ,�. � �.�., �,�. ._.. _..._._ .._.. ,..,_, _._, ._ .� ,.._, �� �.v„ � �„� _._ __ _._. ...... ..... ...d. ....m. ,�... ,....,,.__ �... __ __.,_� �, __ __, ____ _._._ .�.,__, .� ,v ,,_,___ .�, ..�._. _.v �.__ ._._ _._, _., ,._... �6 {2)#5 AT EDGE OF OPENINGS.VERTICAL RUN FULL HEIGHT.HORIZ RUN � � <br /> 30"PAST EDGE OF 4PENING,STD HK IF PIER LESS THAN 30" � � <br /> O1 91/2" 2 9112"SEE � �3 71/2" O ���2 �7 AT PIERS PROVIDE#3 TIES AT 6"O.C.ADJ TO OPENINGS AND FOR 30" � � <br /> O Q ABOVE AND BELOW OPENING,48"O.C.ELSEWHERE AND(1)TOP&BTM OF � <br /> PIER. SEE PANEL ELEV FOR TIGHTER TIE SPACING WHERE NOTED ON � <br /> , ELEVATION. � � <br /> O #5 SLAB DOWELS AT 24"O.C.SEE FOUNDATION DETAIL FOR REQ'D <br /> OPENINGS(12"HOOK INTO PANEL) 12" <br /> (LEG MAY BE UP OR DOWN IN PANEL) 36" <br /> EAST PANEL ELEVATIONS EAST PANEL ELEVATIONS EAST PANEL �LEVATICJIVS <br /> Og #5 SLAB DOWELS(PER NOTE 8)AT 8"O.C.AT PIER(3 MIN PER PIER).SEE <br /> 1/8�� - 1�-0�� 1 l8" = 1'-��� � 1/8�� = 1�-0�� FOUNDATION DETAIL FOR REQ'D AT OPENINGS <br /> 10 FUTURE OPENING,RUN REINF ABOVE THRU OPENING. <br /> 11 #5 VERT AT 6"OC AT CL PNL AND#5 HORIZ AT 16"oc. CONSULTANT <br /> ,/ �2 PIER:(2}#5 EACH FACE VERTICAL(4 TOTALj EQ SPACED ■ ■ <br /> f � � � <br /> � � � � � � �y V � � t � 13 PIER:(3)#5 EACH FACE VERTICAL(6 TOTAL)EQ SPACED � ' <br /> i <br /> .� ►v .+ ►v SH I I �� N r � � ��� � � 14 PIER:(4)#5 EACH FACE VERTICAL(8 TOTAL)EQ SPACED <br /> � � I I 1 � ,,�.,.._1 � — y� � ■ � <br /> I � I � <br /> Cj �. � �� � � t�- � 00 d7 � � Gi 15 PIER:(5}#5 EA FACE VERTICAL(10 TOTAL)EQ SPACE � <br /> � I �� I � n r- 1- 1 , � �� � M � TACOMA • SEATTLE • SPOKANE •TRI-CITIES <br /> � - - -�- �i � -- -- -- - - -- - - -- - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '� - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - -- -- -- -- -- -- - - - 16 PIER:(6)#5EAFACEVERTICAL(12TOTAL)EQSPACE <br /> i i � — -� � —�- -- -- - <br /> _ _ _ S - -- - - - - - - - - - - - - '- - - -- -- -' -- 't I L -��'� 2215 North 30th Street,Suite 300 Tacoma,WA 98403 <br /> - - - - ' ' <br /> _ . _ �.» <br /> � I I-� � � ` �"�� � ��""�"���� ���� � � � W" 17 PIER:(7)#5 EA FACE VERTICAL(14 TOTAL)EQ SPACE 253.�.24zz T� 253.3832512 FAx www.at�l.com wEB <br /> - - -- -- -- - -- - - - - - -- - - - - -- -- - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - --�- - - -- -- -- -- -- -- - - -- <br /> - - -- - - - <br /> t i - <br /> _ _ _ J i � � 18 PIER:(8)#5 EA FACE VERTICAL(16 TOTAL)EQ SPACE <br /> �-- -- - <br /> • - - - I <br /> \ � � �- - - - -J <br /> ' ' �'� ' 19 PIER:(9)#5 EA FACE VERTICAL(18 TOTAL)EQ SPACE 1�,� L� 8O <br /> � 30'-0" � 2'-6" 9'-0" 5'-0" 9'-0" 2'-6" <br /> 28'-0" 28'-0" 28�.��� � �°� ��8r� �?' <br /> 72" 72• 20 PIER:(10}#5 EA FACE VERTICAL(20 TOTAL)EQ SPACE � ��� G?'o,y� <br /> � 28'-4" � <br /> � � � � 21 PIER:(11}#5 EA FACE VERTICAL(22 TOTAL)EQ SPACE ' <br /> � � � <br /> � ���� 22 PIER:(12)#5 EA FACE VERTICAL(24 TOTAL)EQ SPACE ��, = � <br /> � � � � � � �� zarae �� <br /> _,����� �� Y� 5 23 PIER:(13}#5 EA FACE VERTICAL(26 TOTAL}EQ SPACE ��s,s'T�AL���1 1 <br /> .w � " - <br /> . <br /> _. �� ..�....� ��.Y.._.. ,..p.�._. .�.. _..�....:..�_ . �.. : � - - ...�. �-��..-.,�.-�, - � �..� �..�..- <br /> �. �� .»�..�..W.�..W..s.�., . �. .... . ...._.. _�._�,.��.�. �....o�,mo..� ._,.,.,._.�.. <br /> .� . . �.,..�v�...�... 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LAH <br /> _ _ _ _ _ _ — — —---- _ �.. ..m..� _� ��_.._. � ..�.., �.a.�. .._.� ._.�. �� ..�. _m <br /> � <br /> �7 v2"SEE D ' QrQwn: CLR � <br /> , la 71/2" O71/2"SEE O7 O 71/2" 10 71/2"SEE 7� 11 SEE O7 <br /> Pro ect No: ° <br /> m <br /> ) 17-109�AHBL 2170746 � <br /> 3 <br /> a <br /> 0 <br /> w <br /> � Approved: DLB � <br /> � <br /> � <br /> 0 <br /> � 3 <br /> N � <br /> Building No: �; <br /> N EAST PANEL ELEVATION� EAST PANEL ELEVATICJNS � <br /> Q <br /> � 4 5 � <br /> Q 1/8" = 1'-0" 1/8" = 1'-0" Sheet No: e G <br /> � ' <br /> � COPYRIGHT CRAFT ARCHITECTS 201- <br />