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m
<br /> Q- �m
<br /> GRID
<br /> Q � �"
<br /> FOR CALLOUTS O � �° ,
<br /> )N COMMON � � o M o
<br /> CL PANEL,VERTICAL SEE 2 i � ���
<br /> GRID REINF AND CONT FT� � � .
<br /> � . � . ' - � � � . . . . . . . � . .
<br /> N LL W
<br /> _� SLAB AND REINF O Z � ��
<br /> GRID OR DIMENSION SEE PANEL ELEVATIONS GRID OR DIMENSION �
<br /> FOR PANEL TO SLAB LINE \\ � � PER PLAN � , ^ N��
<br /> '`� V �N�
<br /> LINE � � REINFORCING I I - =N� .
<br /> AT G.C.OPTION- 2
<br /> MAY USE DETAILG A L V L 3 x 3 x B I TILT UP PANEL (n ~ ••�
<br /> #4 SLAB DOWELS x 4'-6"AT
<br /> W/3/"DIA x 0'-6" BEYOND � W Z F�
<br /> � �'
<br /> 18"OC-CENTER ON J OIN T �
<br /> WHS AT 18"OC FIELD BEND TYP WALL � � N
<br /> , TILT-UP PANEL- 2" L A P 4 0 x B A R D I A i REWF AS SHOWN �
<br /> • a, �;
<br /> SEE PLAN AND
<br /> �fi
<br /> ELEVATION FOR TOOLED JOINT GRID � � .
<br /> � ,--� _
<br /> � , 2'-6° � �; �
<br /> REINF R=Y8° � � �
<br /> CL PANEL,VERTICAL REINF � _ _ FF ELEV 0 `V I� N �.
<br /> GRID FF ELEV PER PLAN� d- �`
<br /> GRID OR DIMENSION LINE AND CONT FTG - - ----� - i �� ,
<br /> PER PLAN '
<br /> •
<br /> EMBED PLYz"x 4 x 0'-8"W/(2)s4"DIA x 5"WHS � • • - \\�j • °' � '
<br /> . I �� i ._ �, �
<br /> AT 6"OC-LOCATE AT 8'-0"OC MAX W/MAX FOR CALLOUTS �
<br /> o � ,�
<br /> � NOTE: � 4'-0"TO EDGE OF PANEL-(3)LOCATIONS MIN #5 CONT �/�� SEEOMMON I � (� Y .
<br /> . o � � �
<br /> i �� � a— 4�
<br /> . � w � p� � � � N o
<br /> PER PANEL C L R POUR STRIP � � _ � • D R A P E T Y P J �
<br /> POUR SLAB THRU AT -� GALV L 4 x 4 x%x 1-0 AT �'
<br /> a SLAB AND REINF �- o
<br /> DOORWAYS AND PROV > „ 3 , SEE PLAN FOR SIZE AND REINF SLOPE SLAB AT POUR STRIP V� J
<br /> c� 5'-0 OC MAX W/(2)/q'DIA PER PLAN � � REINF AS �� (n �"
<br /> ADD'L CONT#5 • � 2'-6"MW DOORS � '� W ,_ REQ'D � — ,},; �
<br /> EXPANSION ANCHORS WI TILT-UP PANEL
<br /> ¢ '� 5"EMBED AT 9"OC-(3) � BEYOND � o w #5 AT PANEL �� 2 ��� � �
<br /> 1/4 7 W o A N G L E S P E R P A N E L M I N- R I G I D I N S U L A T I O N #5 CONT I � �' `�' �j�
<br /> � o OPENING ' RIGID INSULATION . � � �;
<br /> � -' NOSING BAR z __ __ �� �
<br /> � �r OMIT IF CONC APRON � WHERE SHOWN ON � p WHERE SHOWN ON �� /� Q ' "
<br /> BAR 1"x 1 x 0'-7" ,�;; I N S T A L L E D P R I O R T O B A C K � %4'C HAMFER - A R C H � ;. � V 1 �
<br /> TILT-UP PANEL ARCH SLAB AND REINF �
<br /> SLAB AND REINF- ¢ FILLWG PANEL �
<br /> PER PLAN � PER PLAN o � � � � -
<br /> CONC APRON SLAB COMPACTED STRUCTURAL FILL FINISN GRADE CONC APRON SLAB `� � �
<br /> COMPACTED STRUCTURAL FILL � �
<br /> � a WHERE SHOWN ON � ��- PER GEOTECHNICAL =, � ' �
<br /> � � PER GEOTECHNICAL PER ARCH/ �
<br /> � WHERE SHOWN ON ENGINEERING REPORT CIVIL ��"�� THICKEN SLAB CIVIL I ARCH-THICKEN 2" � � ENGINEERING REPORT � � � .
<br /> 1"GROUT UNDER PANEL L 3 x 3 x/x 0'-8"W/(2)#5 x CIVIL I ARCH-THICKEN 2" � .
<br /> 1'-6 ASTM A706 AT 4"OC- AT OPENINGS o� � � �
<br /> ! TO TOP OF FTG � �� TO TOP OF FTG � � -�-� y
<br /> TYP LOCAT AT E EMBED PL IN � c� 1"GROUT UNDER � i � TILT-UP PANEL �v v l ,� � ��
<br /> FF ELEV P A N E L i P A N E L-T Y P • � - (I'� � �
<br /> � �_ .
<br /> PER PLAN ::� I I � I I I I I � I � o
<br /> x x x x— - •• � ,� �_ • � • a ��
<br /> .a� 2-0 M �<� � • �� � ■� � rn
<br /> i TOF ELEV � � �
<br /> . �2� � �, � TOF ELEV AT DOOR CONDITION I - � �
<br /> PER PLAN \ .�
<br /> 12 - Z PER PLAN GREATER THAN 2'-0" I I I
<br /> —I I I I I I I I—I � � � n I I /'� SEE ' �I � � �� � � �s
<br /> 111=111=1 —III- - 1 1 , � � I
<br /> -i i i=i i i i i i=i `n �, � (2)#5 CONT BOT FOR WIDTH<28° � `� � � a �
<br /> FINISH z ! � ¢ i " ' i (3)#5 CONT BOT FOR WIDTH<43" I '.
<br /> �:.
<br /> � Y � +_ ,-�-I
<br /> GRADE � #5 CONT � N L- - - -•- - - -•- - - TOF ELEV _ � � �
<br /> � �� � �� PER PLA� x .
<br /> _ 3 2-0 i
<br /> � � CLR - _ _ _ -III-III-III-I 'o . p
<br /> TOP OF FTG , _ � 2_O 12 I I I I I I I I = a � °- �
<br /> _ — a,
<br /> ELEV PER � � � RIGID INSULATION WHERE ADD(2)ADDL#5 CONT =1 I 1=1 I 1=1 I 1=1 M U
<br /> � SHOWN ON ARCH TOP AND BOTT BARS AT �
<br /> ' PLAN � •
<br /> _ _ _ _ < SIM PER PLAN COMPACTED STRUCTURATERIAOR #4 � AT 18"OC � ��:�, ���.� , g., � x�>;; �
<br /> VLL zQ �
<br /> - � (2)#5 CONT BOT FOR WIDTH 28" UNDISTURBED NATIVE MA -� a�>w��
<br /> co J —���—���—�� —I 3Z��s�a
<br /> 24" � (3)#5 CONT BOT FOR WIDTH<43" . � PER GEOTECHNICAL ENGINEERING M � _ = I = = 3 0��o��
<br /> PER PLAN REPORT
<br /> #5 AT 4'-0° O M P A C T E D S T R U C T U R A L � I�I-I�I-I I I-I I I-I I I
<br /> 3�� <F�a��ti �<
<br /> OC FILL OR UNDISTURBED CLR � ��W����
<br /> NATNE MATERIAL PER � � V��z a a�
<br /> GEOTECHNICAL � �.�`� �`���j� � a a z o"o o �
<br /> � ` �
<br /> <
<br /> � Z�«� _
<br /> � O �l � � N�N�O� -
<br /> ENGINEERING REPORT ��� ��' _ "�J�"3�
<br /> e � � �'' «7 �o ���`� F
<br /> .a � � � d c o w za�
<br /> zH
<br /> SECTION SECTION w - � � a z �. w���=�� �
<br /> a o ' � o a o ���wa �
<br /> SECTION SECTION
<br /> 4 � WMam
<br /> � w t�r �'�b ���o��� ? �mo��o
<br /> 1 � 1" = 1'-0° �I�P 4°�` � m¢���=� �f
<br /> � 1" = 1'-0" 1" = 1'_0" 1" = 1'-0" =F �z�
<br /> QUZN� p ��
<br /> 2 o O��o
<br /> z<¢¢�a�
<br /> . . . . . � . . . . . . . . - . � . � . ... ._. � � �O�p� U� .
<br /> . . . . . . ' . . � — � . . . . . . . � . . . . . � ���FZ�-wi
<br /> V M z¢ �O
<br /> W
<br /> . . . . . . � N�TES. . . . . . ���p¢�a
<br /> I I �� �aw
<br /> 0
<br /> � � � � � � � � � � s..s__�. ,���"��,�.������. �.�_�.�����
<br /> 1. G.C.MAY CONSTRUCT WALL � �
<br /> USING TILT-UP PANEL � ( �
<br /> �
<br /> GONSTRUCTION OR CAST IN I I
<br /> � �
<br /> PLACE. EXTEND WALL UP �� ''
<br /> � (
<br /> 2. TILT-UP PANELS SHALL BE I I TO GUARDRAIL L � �
<br /> M F 25'-0"LENGTH WITH HEIGHT WHERE O � r�.,, �
<br /> �
<br /> MAXIMU 0 I INDICATED ON � � � N �
<br /> r %"JOINTS. I I ARCH DRAWINGS � � � V � �
<br /> 3. CONTRACTOR SHALL
<br /> GRID COORDINATE JOINT LOCATIONS i i 4"CHAMFER,TYP � M N
<br /> o �
<br /> C L W A L L A N D C O N T F T G A S R E Q U I R E D
<br /> �, � H �
<br /> FOR CALLOUTS � � � � �
<br /> IN COMMON CL COL AND FTG -SEE ARCH FOR �: �
<br /> Q
<br /> 1'-21/4" � � CURB OR `�
<br /> ' SEE 4 i i I I HANDRAIL � ~ ��
<br /> � . � � � . . . . . . _ . ' . . . . u, w S>N >,,,, > . ,.f'!..,f. ,.�.� �.a _ Te '
<br /> � (2)#5 CONT TOP HEIGHT-6"MIN/
<br /> i OF WALL • 3'-6"MAX �
<br /> � , �, �
<br /> • � �
<br /> GRIQ OR DIMENSION �„ I 1/4 � J •�
<br /> MIN � HSS COL PER ,Q
<br /> LINE � � 1-1 .n
<br /> �CLR I PLAN ��� CL COL AND FTG , Q � g �
<br /> I CONC OR �.� __ . � � a �
<br /> � FIN GRADE-ELEV � � i ASPHALT PAVING � � OO OO � W c.�� �
<br /> VARIES-SEE � _ _ _ iL PER ARCH/CIVIL i Q ��
<br /> ARCH/CIVIL v
<br /> � �
<br /> � � � � � � � O � � Z .. ;
<br /> . � � �— ��—� � . � � #5 I � i
<br /> � � ��
<br /> I—I I I—I I I—I I I - - - - CL P�TE W � � �
<br /> O
<br /> � —I I 1—I I I—I I I—I I
<br /> I � � FOOTING DOWELS AT � �
<br /> GALVANIZE OR COAT � � o OO '.._ o `n
<br /> R� AND COL Q 12 OC FOR RETAINED � I I
<br /> � � I W/ASPHALTIC 1%" > , „ O >` '
<br /> �j EMULSION WHERE i TYP = #5 AT 18"OC HEIGHT UP TO 4-0 - ��,�Q i i i Q
<br /> o c� INCREASE SPACING TO HSS COL PER PLAN
<br /> _ ''l, �
<br /> � � EXPOSED TO SOIL �} = HORIZONTAL ••
<br /> I � � 18"OC FOR RETAINED 1�"TYP I I BLOCKOUT SLAB AS REQD AT HSS �
<br /> � � `- '- o HEIGHT UP TO 2'-0° 2 � Z
<br /> � � � � W . �
<br /> � i I COL-GROUT SOLID AFTER
<br /> � �
<br /> ¢ � I I INSTALLATION �; � �
<br /> r � � � CONC OR �-- BRG PL 3/"x COL WIDTH +� � .
<br /> • I � � � �� ASPHALT PAVING � PLUS 6"3 COL DEPTH PLUS I � SAWCUT SLAB AT
<br /> W :I .� O p
<br /> i `� PER ARCHICIVIL 6"W/(4)/ DIA EXP BOLTS I i � PARIMETER OF � s � °
<br /> � � �z^ OR SIMPSON TITEN HD W/8° � �
<br /> I (2)#5 CONT AT 2"D I A P V C W E E P H O LE F O O T I N G �
<br /> I TYP � � AT 6'-0"O.C. EMBED-BRG PLATE MAY BE I I � � , ;, r
<br /> I i i � BOTTOM OF ROTATED 45-DEG AT G.C.
<br /> � 1"GROUT � PANEL = _ � � I i � 1"GROUT UNDER COL �<����� ���� ���� � � ��'
<br /> � I OPTION _ _ '
<br /> �
<br /> I I UNDER COL ` a (3)#5 CONT TOP AS t �
<br /> � I � .
<br /> � � I 114 • SHOWN I I ;s
<br /> •• � � #5 AT 1S"OC TRANSV �
<br /> � TOF ELEV � �
<br /> TOF E�LEV� BRG PL%x COL DEPTH Z � .II II . II II PER PLAN w -
<br /> PER PLAN�J � � � PLUS 1"x AS REQ'D � �- � • • • , „ I I I I '
<br /> �
<br /> I I � a z P R O V I D E 1-0 W I D E L E G I I I I o �
<br /> f W � i I � �--� � WI(4)%4 DIA EXPANSION � o =- a � � N v AT EACH END OF EACH w I I I I w v .
<br /> � � U I � I A N C H O R S W I 8 E M B E D ' I I = � � � w
<br /> TILT-UP PANEL FOR � Z �
<br /> � • • • . • • � � I PANEL ERECTION AND w v � � �
<br /> LEVELING PRIOR TO � � � � � � � . � o } o �
<br /> . I-I I I-I I I-I I I- � J 8 74' ���,i�I I I�I iI I Ii i�I I I�I II I II I�I I I FOOTING PLACEMENT - - - - - - - _---
<br /> n W N Z N_ ,�,
<br /> _ _ _ W
<br /> _iii—iii—iii—ii U — — — — — — — Ov�i Q � �
<br /> � _� � �_� � �_� � �=���_���_���_���—� � �—� ) N 3
<br /> SEE PLAN FOR SIZE AND REINF (2)#5 CONT BOTTOM- � _ _ _ _ _ _ _ _ J 2'-8%"FOR RETAWED " � _� I I- I I=1 I I I I -I I I- � Q a . r
<br /> c�, � �- i iii lii- ' ,� a'� s:
<br /> BREAK AS REQUIRED AT HEIGHT UP TO 4'-0 - REINF PER FTG
<br /> � � .
<br /> TILT-UP PANEL LEGS 1'-4 314"FOR RETAINED SCHED ����
<br /> f,
<br /> HEIGHT UP TO 2'-0" '
<br /> SEE PLAN AND SCHED FOR SIZE AND REINF � �` '. '
<br /> 2'-0"x 2'-0"x 0'-8"CONCRETE LEVELING PAD EA
<br /> END OF EACH PANEL FOR PANEL PLACEMENT � � � � �
<br /> � � � � � � � � � � � � PRIOR TO FOOTING PLACEMENT-OMIT IF � � � � ��� � �� ���' �� � �� �'
<br /> � WALL IS CAST IN PLACE N `V
<br /> �:
<br /> ■ �° � �
<br /> � ��
<br /> . �� z N o
<br /> SECTION SECTION 7
<br /> SECTION 6 -
<br /> T A C O M A•SEATiLE•SPOKANE•TRI-CITIES � ,�-� �
<br /> • 5 2215 North 30th SUeet,Suite 200 Tacoma,WA 98403 � �
<br /> �„ _ ��-0" �„ = 1'-0° _
<br /> ��� ��-��� 253.383.2422 7E� 253.383.2512 Fwc www.ahbl.com
<br /> ��,����. .��as��.z� s
<br />
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