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CLOSURE POUR & GRId '
<br /> � GRID
<br /> REINF PER PLAN ;
<br /> FIELD BEND j DOOR OPNG � SIM P ARCH
<br /> (1 TIME) _ LAP PER SCHED � COL BP PER PLAN ������ ������€�
<br /> TO CENTER TILT UP WALL
<br /> PANEL PER PLAN Fr, „ „ SIZE PER
<br /> OF SLAB � i . ; ; 4 1�/2 CLR TABLE 1 TYP �� �� N�
<br /> HANDRAIL PER ARCH F �.�
<br /> LAP PER � (1) #4 CONT #4 x 24" LONG DOWEL 5" S O G W/ #4 � i i TYP TYP �
<br /> S O G & R E I N F SCHED � F � � 24"OC EPDXY 4" 12"OC EW, CTRD ; ; � � # i i TABLE 1
<br /> PER PLAN �� GALV c6x4x�/4 LLV EMBED � 2 4 �
<br /> a F U L L L E N G T H O F O P N G ° "F" �
<br /> T/SLAB a � W/ �/2"� x 4" LONG PEo R� a BASEPLATE �'
<br /> ° a �� �� THICKNESS FILLET 6y
<br /> 4 WHS (� 12"OC a. . a , , e 24 3�4 CHAMFER> TYP SIZE i
<br /> � PER PLAN ' ° °
<br /> ^.. • � ALT W/ #5 BAR TILT—UP CONC a ° a a #4 x ,24 DOWELS i i 3�8��� 1�2�� 3�16° COL PER PLAN
<br /> � ` � a PANEL PER PLA C� 24 OC
<br /> , �` ' �4 � 18��OC�24" I ( I—I I (— d d a d d O d O' d 9 5�8��, 3�4�� ��4�� �
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<br /> #5 x 24 LON A706 BAR -' ' i I I � I I I rr ° �� � 6 CONC WALL e < , . ° a ° �a < a. . - ' " � > _ ��s�� 5�t s�� P 1"� GROUT HOLE c'� 1' C h I t E C t S
<br /> � 1 2 O C W/ S T D H O O K =N� Z -� < ° 9 •a. a a° , e , �
<br /> �� � 1 Q , a. �, . a �� w (O P T I O N A L) 2505 Third Avenue
<br /> /4 a , , , a ; a Q. . q � , r � � PLAN - INTERIOR COLUMN
<br /> a a: „ �: a a ° a . .a , a � � .. � a
<br /> , , #4 � 12 OC EW ° � COL z J °- Seattle2WA 98121
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<br /> o , o
<br /> SIZE PER
<br /> � 4 x � 24" DOWELS TABLE 1 TYP ,�F�� r-------- ----�- .�-- � � w �
<br /> , # „ > PAVEMENT PER ARCH � � � � 206.720.7001 phone
<br /> � 24 OC ALT HOOKS ° TYP � w c,
<br /> � e — 1 �� � i i � , T �� 0 206_720.2949 fax
<br /> p. ' I I I—I a .
<br /> T FTG = I IIIII I,= - — #4 x � � 12'�OC o _ _ www.craftarchitects.com
<br /> / z ° '° — , T/FTG ° _ z c� �
<br /> PER PLAN z e . a:.,. . : a. <. . � � D � _..:. ° p PER PLAN ° o . � ' ,° Z � �' - i - i - °�,� ,
<br /> � ° a . _ a. _ o � _ . � o.. . , o o .. > . HORIZ REINF PER EL, TYP i ?��
<br /> � � CMU OR CONC WALL � i
<br /> � � �. . a° ,a... - � � - o, . a , . _ p p. . � � WHERE OCCURS
<br /> w '� v �• e a : �.,� . �.d. s I I (_ � =I I I s ' . . @ .i o � � I I I ° .i� _ '_ � � . w VERT REINF PER EL, TYP PER PLAN � �
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<br /> -���-= ,_�— —�� �iI I I=— � — �;, -_���- � II I I—=I— � COL PER PLAN I- ,�--�- ALIGN � OF AB'S W/
<br /> ' �I 1=1 I I � � I-� ���_��I=1 I �— a. - � OUTSIDE F/HSS COL
<br /> NOTES: PER PLAN FTG & REINF PER PLAN " �
<br /> PER PLAN "� BP PER PLAN
<br /> PLAN - CORNER COLUMN �
<br /> 1. WITH ENGINEER�S APPROVAL, REINFORCING BETWEEN PANELS AND CLOSURE POUR MAY BE INSTALLED NOTE: � COL z
<br /> WITH HILTI HY-150 EPDXY OR EQUIVALENT (4" MIN EMBED) OR WITH THREADED DOWEL INSERTS.
<br /> FOR ADDITIONAL INFORMATION REF 10/S4.1. SIZE PER � O
<br /> 2. FOR LOCATION OF ALT PANEL TO FOOTING CONNECTION, REF PANEL ELEVATIONS. TABLE 1 TYP ��F�� -i-_�ti-_i_ � �
<br /> TYPICAL TILT-UP WALL PANEL AT LOW FOOTING TYPICAL TILT-UP WALL PANEL AT EXTERIOR WALKWAY PLAN - CONCRETE SHEAR WALL BOUNDARY 12 BARS � � , ?"� I= Q �
<br /> 03106 SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=1'-0" 2 03424 SCALE: 1"=1'-0" 3 o i i �
<br /> W
<br /> � � � �— Z
<br /> � - � - - Q � (� _
<br /> � �
<br /> GRID CMU OR CONC WALL i i 1"� GROUT HOLE �
<br /> WHERE OCCURS i i O P T I O N A L � Z � Q
<br /> P E R P L A N----_, i i � � a �
<br /> i i �
<br /> ° TILT-UP WALL PANEL PER PLAN �--ti�--� 1y" _ � ,
<br /> � 2� � COL PER PLAN �
<br /> a �, „ Y —� Q
<br /> a (12) #8 A706 x 5 � 4 0C � _ � W �
<br /> 1 N CLR BP PER PLAN
<br /> ' �'��2x6x1'-10" W� (8) ��2��� x 4" � `� y„ CLR MIN � � � W
<br /> WHERE WALL � � �
<br /> �P , WHS � 4"OC EA SIDE OF PANEL - OCCURS
<br /> a� T/FfG N W
<br /> ��16 (3) R�/2x4x0'-5"
<br /> ° EA SIDE OF PANEL PER PLAN � 2�� 4" 4" 4" 4" 4" 2' PLAN - EDGE COLUMN W >
<br /> R PER 6/S4.3 AT M W
<br /> 3" CONC COVER �a SOG & REINF PER PLAN � y ~` CMU OR CONC WALL � COL W
<br /> � — — ° _`� ELEVATION � SIDE OF PANEL WHERE OCCURS i �� i
<br /> ° � PER PLAN i
<br /> GRADE 60 REINFORCING � I d �' a , a ° a � �
<br /> a 2.. 4�, 4„ 4„ 4,� 4,� 2>, 3,. i i
<br /> COL PER PLAN
<br /> aAR MISCELLANEOUS TOP BAFiS HOOKED � a. ° ° , AB LOCATION WHERE � � � i i
<br /> _
<br /> BARS see note #5 BARS � ADJACENT WALL OCCURS � i i
<br /> SIZE � � T/FTG 4 ° a — — END OF SHEAR WALL PANEL i ii i W SHERS &BHEX NUTS
<br /> Ld Splice Ld Splice Ldh PER PLAN °� ° ELEVATION � � � � TYP UNO
<br /> f'c = 3000psi a
<br /> R PER EL ABOVE i ii i
<br /> � ° a ; . N i i i i
<br /> �� � , , CONSULTANT
<br /> � �3 �� 22 22 28 9 z , �3�4X20" W� (8) ROWS 1"t NON-SHRINK GROUT, MIN
<br /> ...::.::... .:. :.::.��.:...... ..'�: a e .. . Q v .
<br /> #4 22 29 29 38 11 � — _ — ° < ° �: a; I= OF (4) �/2 � x 6" WHS � -- -- -- , CONC FTG PER PLAN � � i
<br /> a
<br /> o (2) R S P E R 6/S 4.3 E A i i
<br /> #5 28 36 36 47 14 w -I I I Qa. a ; a � TIES PER PLAN & [03120] � i _ SIDE OF PANEL (OFFSET 2" T/FTG i �
<br /> #6 33 43 43 56 17 � _� � ` ° ` a° �_ � i r r ON OPP SIDE) PER PLAN z �`�',I. . . °a
<br /> I I (12) #8 DBA'S x 48" � 4"OC T��� � i i _i_ i _i_ z � ; , `° �
<br /> #7 48 63 63 81 20 _ 4 a ° � a. I= BY NELSON OR EQUIVALENT � � � � 4 ° iq a ,. `�
<br /> ° ° PER PLAN EMBED ON OPP SIDE, OFFSET 2" � � � d I'Id Q a � � � 0 � � � � ��
<br /> #8 55 72 72 93 22 � � -I � � I I 1=1 � �—� i �=1 I I " '_ � � ' 'I I � � � � � � � � ° ° � �� . a ` ° 8 1 8 S T E W A R T S T R E E T•S U I T E 1 0 0 0
<br /> #9 62 81 81 105 25 "� � � I I � � � � a d o
<br /> #10 70 91 91 118 28 ,,,� FTG & REINF PER PLAN, nP a � a . a a , � . a SEATTLE, WASHINGTON 98101
<br /> �- �' PER 6�S4.3 � PHONE:(206)332-1900 . FAX:(206)332-1600
<br /> #11 78 101 101 131 31 8" � ' Z � I I=I I � =I �I,�I I I=I I I���I( I I I- TACK WELD WEBSITE: www.dci-engineers.com
<br /> #14 93 N/A 121 N/A 38 � � N U T T O A B CIVIL / STRIJCTIJRAL
<br /> . #�$ 124 N/A 161 N/A 50 PER PLAN �OCopyright 06/2016 D'Amato Conversano Inc. All Rights Reserved
<br /> This document,ond the ideos and designs may nat 6e�eused,in whole or
<br /> NOTE: (5) TIES TO MATCH SIZE OF TIES in part,without written permission from D'Amato Conversano Inc.
<br /> f'c = 4000psi IN FTG PER PLAN, TYP AT EA ROW D'Amato Conversona Inc.disclaims a�y responsihility for,ts unauthonzed �se.
<br /> #3 15 19 19 25 8 BAR TO PLATE WELD PER MANUFACTURER TO BE ABLE TO DEVELOP TENSILE CAPACITY OF BAR. � � „ � � � OF STUDS ON EMBED � ELEVATION STAMP
<br /> #4 ,9 25 25 33 ,o EMBED PLATE CONNECTION AT 2 3y2 3y 3y 3y2 3y 2 TYpICAL BASEPLATE TO � E . B �
<br /> #5 24 31 31 41 �2 TILT-UP WALL PANEL TO FOUNDATION EMBED PLATE DETAIL FOUNDATION CONNECTION - HSS COLUMN ���°� `vAsNj�`��
<br /> #6 29 37 37 49 15 3 „_ , „ 6 „ , ,> 7 „ , „ $ �����:: �o
<br /> #7 42 54 54 71 17 03111 SCALE: /4 -1 -0 03120 SCALE: 1 =1 -0 05030 SCALE: 1 =1 -0 ��,;, '
<br /> #8 48 62 62 81 19 � ,�;;'
<br /> #9 54 70 70 91 22 ��. ��,�� 2sTss ��� �.
<br /> #10 61 79 79 102 25 �!;'����, �'�
<br /> rf, tr�t.�L F�����.:. �
<br /> >
<br /> "�'r0\��11_, ����
<br /> #11 67 87 87 114 27
<br /> #14 81 N/A 105 N/A 33
<br /> Submittals Revisions:
<br /> #18 108 N/A 140 N/A 43
<br /> f'c - 5000psi PERMIT SUBMITTAL 05 04 16
<br /> #3 13 17 17 22 7
<br /> 1 CITY COMMENTS 07/07/16
<br /> #4 17 23 23 29 9
<br /> #5 22 28 28 36 11 �
<br /> #6 26 34 34 44 13
<br /> #7 38 49 49 63 15
<br /> �8 43 56 56 72 17 �
<br /> #9 48 63 63 81 20 �w
<br /> Y U
<br /> #10 54 71 71 92 22 �,o
<br /> �D
<br /> #11 60 78 78 102 24
<br /> C�'
<br /> L L �
<br /> #14 72 N/A 94 N/A 29 �, ;
<br /> #18 96 N/A 125 N/A 39
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<br /> Y N Sheet Title: STRUCTURAL
<br /> � �
<br /> �._
<br /> 0-L
<br /> NOTES: .z o
<br /> FRAM I NG DETAI LS
<br /> _ �
<br /> 1. ALL TABULATED VALUES ARE IN INCHES. �o Date: 04/07/16
<br /> j U
<br /> 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR =`
<br /> COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR � � Design: TB
<br /> COVER > db.
<br /> ��
<br /> N—
<br /> � N
<br /> 3 3. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. o° Drawn: �M ,
<br /> M 4, TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCREfE BELOW OR AS NOTED ON N 3 Project No: 16011-0158
<br /> � DOCUMENTS AS "TOP BAR".
<br /> �.>
<br /> � y c�i
<br /> 0
<br /> w � Approved:
<br /> Yo
<br /> �
<br /> o � a�
<br /> � U
<br /> � � Building No: Q °
<br /> � TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE � ��
<br /> N � V �
<br /> 01400 SCALE: NONE � W y;
<br /> � o � �� Sheet No: S� . 3
<br /> � _
<br /> � � 3 0
<br /> � Q �.3 COPYRIGHT CRAFT ARCHITECTS 2016
<br /> LL � �
<br /> F� 16011-0158—S4.3A.dwg 3 O —.J u rjmiheyfova EC
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