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<br /> , /� �f? � I � � a 1. TOLERANCE ON PANEL THICKNESS SPECIFIED SHALL BE PLUS Y"AND MINUS 0". PANEL �
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<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 � ��
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<br /> � C/) � i i %"DEEP AND SHALL BE PLACED AS SHOWN ON THE ARCH DRAWINGS.
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<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.
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<br /> � � 25'-7�" � �� �"' �` � � 3. PANEL DIMENSIONS ARE TQ CENTERLINE OF JOINT OR EDGE OF PANEL OPENING,UNLESS
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<br /> i i 4 - - - -- -- - � - - - -- - - - � � NOTED OTHERWISE. ALL PANEL CONNECTOR DIMENSIONS SHOWN ARE TO CENTER LINES
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<br /> � � i i � � OF CONNECTORS UNLESS NOTED 4THERWISE.
<br /> � � ; 2'-6" 12'-0" 5�_ " 3�-4• 5�_2j �
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<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
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<br /> � �p 72� �---� ��� � 5. VERTICAL REWFORCEMENT SHALL RUN FULL HEIGHT UNLESS NOTEQ OTHERWISE.
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<br /> I � �y__�, ��� �� � ��"" `""` �"� �--���-�- -�-�� � 6. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCH DRAWINGS. S u ite 324
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<br /> �`� �"�=����°�-°---_-°�--� � � ������-�--�-��----------- 7. DO NOT CUT OR DRILL ANY HOLES IN PANELS WITHOUT APPROVAL OF ENGINEER UNLESS
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<br /> 2 4 - 8. REWFORCING SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO 206.720.2949 fax
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<br /> S3.10 9. DO NOT SCALE PANEL ELEVATIONS.SEE ARCH DWGS FOR BUILDING DIMENSIONS.
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<br /> 24'-0" �� 24'-0" 24'-0" 24'-0" 24'-0" 24�-d" 10. SLOPE TOP QF PANELS WHERE REQUIRED PER ARCH DRAWINGS.
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<br /> � 11 11. SEE FOUNDATION PLAN FOR LOCATIONS OF PANELS.
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<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
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<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
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