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N M N � <br /> i 0 <br /> � .tt�M;c'O � <br /> � � <br /> �,,,,,� >....: <br /> 3 � <br /> i � � <br /> I ����. ���. <br /> S <br /> j � c <br /> � o <br /> : •� <br /> i ' <br /> ; ' O � <br /> � <br /> £ � <br /> ? � ' � <br /> ' � w 'Z <br /> a O <br /> ` � O ,H <br /> w Q <br /> > Z <br /> � � <br /> � 1 W W;� <br /> �� ( O <br /> E € �'.�',O <br /> � z.� U <br /> o w°,� <br /> � wO <br /> m � � <br /> � o <br /> c <br /> N <br /> O <br /> � � � � <br /> (v) o � a� � <br /> 1 C C V <br /> � <br /> � � (� �� N N � <br /> r O (n N -�j U C�'j � <br /> � O <br /> � O <br /> � � n <br /> •N � 00 O <br /> � � i � � <br /> � � � � <br /> �+ O +J dj � � <br /> � � � ++ � N <br /> >..� � O u1 <br /> � � ln � N � <br /> E R y� <br /> Z`J't�' '''•�y'� <br /> y y s+ <br /> � <br /> � <br /> c �. � <br /> �'.�r�,s �a�`'h <br /> 1 4 U � <br /> � <br /> ►-+ o � �' <br /> �7 � � � � <br /> .�1f�d� n � <br /> z � o � T� m <br /> ''' G.' °'o o � r w <br /> w a w �°� = 3 �' � <br /> 32 33 34 35 36 a � Z � q� � �_ <br /> � Z � �d°`; � � o <br /> a x o z o � � �� <br /> U� � W p��� �6 � <br /> 31 1 ,d �fs, r �u, <br /> �� a � E <br /> p-'� �fj � E o <br /> � i� Z � m <br /> 30 2 � �� � _= <br /> GG 'J � `° 3 <br /> ��� � c � <br /> . � � 'a c <br /> ►f�al d� � u� c�i .° <br /> 29 3 c�t � o�� N <br /> ...� � cv._ o � <br /> .�..� � n <br /> 28 4 ' <br /> � <br /> 27 5 � <br /> G 26 6 � <br /> � <br /> PER ` <br /> REINFORCING REINFORCING PANEL 25 7 L <br /> PER ELEVATION PER ELEVATION ELEV. � <br /> O z <br /> 24 8 <br /> . . � � <br /> J J <br /> . • r , <br /> � � � � � � 2-�5 � � �4 ��6. �/ r~n <br /> VERT. Q_ , 23 9 �J <br /> IN LEG �� � 12'o_c. . . Q � z <br /> i <br /> t'-s" �'� 3-�5 HORIZ. � u--� - <br /> #5 VERT. c> >'-s"n�'-s" 22 10 � �-�--� � <br /> � 12"o.c. � #4 �„ REINFORCING Z <br /> �'-s' MAX. IN � C�➢ 12 o.c. PER ELEVATION � � � Q <br /> W 6.. <br /> #q. � LEG � � 21 1 1 � —� � <br /> � 12"o.c. � � (� <br /> .= Q . <br /> 20 12 � ~ <br /> PER ARCH. � � ~ <br /> � (1'-6° MAX.) � -F- W <br /> 6" <br /> 3 0� �p W = <br /> 19 18 17 16 15 14 13 z O W <br /> D ETA I L � D ETA I L 2 D ETA I L 3 <br /> U � <br /> SCALE: 3/4"=1�-o" 6.O SCALE: 3/a"=1°-o" 6.O SCALE: 3/4°°=��-o°° 6.0 � P.C. PANEL PLACEMENT KEY <br /> SCALE: 1 =50 <br /> W U� Q � <br /> Y W `� <br /> N <br /> � � — � <br /> Z Q N <br /> W �' <br /> � CONN. � _ = i i = _ � � ^ . <br /> i � � � <br /> U � <br /> (SEE PANEL � _ = i i = _ � �" <br /> ELEVATIONS N <br /> Q 0 <br /> FOR CONN. J UJ N <br /> LOCATIONS) � N <br /> PRECAST PANEL REINFORCING NOTES: � <br /> � � m <br /> z�.3x3x 5/is x0'-8" W Q � Q <br /> � <br /> w/2-#5x2'-6" 1 THICKNESS INDICATED IS MINIMUM THICKNESS ALLOWED WITH 3/4" � w <br /> � 6 GA. (TYP.) > MAXIMUM DEEP REVEAL IN PANELS INDICATED ONLY. DEEPER 0 � U -' <br /> (TRIM #5 BARS TO �- <br /> � ELEVATION 1'-7" WHERE CONN. HORIZ. REINF. PER REVEALS, EXPOSED AGGREGATE AND/OR RAKED ARCHITECTURAL Z � Q <br /> EXTERIOR FACE _ <br /> 0 3/a"-1'-0" IS IN 1'-9" LEG) PANEL ELEVATIONS � v FINISHES ARE NOT ALLOWED WITHOUT PRIOR REVIEW & APPROVAL (n <br /> (ALTERNATE FACE) c� � X J� BY THE STRUCTURAL ENGINEER. J <br /> EXTERIOR FACE W W u� <br /> a 3 � „ = >z VERT. REINF. � �a � <br /> � PANEL THICKNESSES REVEAL TO VERT. � o� PER ELEV. � �a 2) PROVIDE 1-#7 OR 2-#5 MINIMU,M HORIZONTAL AT TOP & BOTfOM � J � � � <br /> � P E R P A N E L E L E V A T I O N SO F A L L O P E N I N G S (E X T E N D 2'-0 B E Y O N D O P E N I N G S), U N L E S S W W N <br /> � z�3x3x5/isx0'-8" '/a PER ARCH. REINF. EXTERIOR FACE <br /> � t/2 " I� �/4x4x0'-6" � w/2-#5x2'-6" � � - - - - - w � NOTED OTHERWISE. 0 ] - � <br /> p TMP' » JOINT W�'�2� � HOLE � 6" GAGE - THICKNESS HORIZ. REINF. PER - � �' 3) PROVIDE #4x2'-6" DIAGONALS AT CORNERS OF ALL OPENINGS. � � � <br /> °' 2 �h � PER PANEL - - --r PANEL ELEVATIONS � w Z I <br /> $ ELEVATIONS 3/4�� MAX. EXTERIOR FACE � � PROVIDE #3 CROSS TIES � 6"o.c. - <br /> � � ) 4) PANEL ELEVATIONS ARE VIEWED FROM INSIDE LOOKING OUT, W W <br /> o ;.� f�5/�s x6x0'-8" �/4" CLR. REVEAL � o CROSS TIES REQ'D AT EVERY UNLESS NOTED OTHERWISE. � �"J ° <br /> � - w 2- 5x2'-6" TO VERT. PER ARCH. OTHER VERTICAL. ALTENATE END � U U u� <br /> / # NOTE: - - - INTERIOR FACE w <br /> � c° - n'P. � 6" GA. W H E R E V E R T. B A R S A R E REINF. � OF 90° BEND. 5) S E E P A N E L E L E V A T I O N S F O R P A N E L T H I C K N E S S. � '� <br /> o i� 2Y2" _ THICKNESS • Z � Q <br /> ON EACH FACE (E.F.) & 0 3 TIES � 6"o.c. NOTE: ADJUST Z � -' <br /> � � lt=�-� 2x2x 5/is x0'-6" INTERIOR FACE ,,,., PER PANEL # � � <br /> � �__�__ _ � TYP. MAT IS CENTERED, ELEVATIONS NOTE: TIES TO EXTEND TIE SPACING TO MISS REVEAL 6) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO z � <br /> I PROVIDE RISER BARS � VERT. REINF. PER 24" MINIMUM ABOVE & LOCATIONS. PROVIDE ADDITIONAL FORMING PANELS. � -� Q � <br /> o nP� � i ��4 n'P• 48"o.c. MAX. TO MAIN- PANEL ELEVATIONS VERT. REINF. PER <br /> /4 CONDITION AT BELOW OPENINGS. TIES AS REQ'D TO MAINTAIN U <br /> � PLAN PANELS OF 2�� 2�� TAIN CLEAR DIMENSIONS. (TYpICAL) INTERIOR FACE PANEL ELEVATIONS SPECIFIED SPACING. 7) SHOP DRILL Y4" DIAMETER AIR-RELEASE HOLES IN EMBEDMENTS AT <br /> � 1 �h"=1'-O" DIFFERENT (TYPICAL) 6" CENTERS TO DISPLACE ALL VOIDS. W sheet <br /> � THICKNESSES TYP I CAL D 0 U B LE MAT z <br /> °` > > > , TYP I CAL S I N G LE MAT TYP I CAL R E BAR P LAC E M E NT g) REINFORCING IS TO BE PLACED PER "TYP. SINGLE MAT REBAR Q <br /> N TYP E C C 0 N N ECTI 0 N <br /> � TYPE A CONNECTION REBAR PLACEMENT <br /> T PLACEMENT" DETAIL UNLESS INDICATED AS EACH FACE (E.F.). � <br /> � <br /> � R E BAR P LAC E M E NT W ITH TI ES SEE "TYP. DOUBLE MAT REBAR PLACEMENT" DETAIL FOR REBAR <br /> � <br /> PLACEMENT INDICATED AS EACH FACE (E.F.). <br /> U ' <br /> � <br /> � <br /> o a- 8 O F 10 <br /> � <br /> � <br /> � <br /> � <br /> � <br /> Y <br />