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<br /> TYP.ALL EXTERIOR ', HOLDOVVN LOCATIONS. EXTERIOR WALLS 2'-0" RUSSELL T. ARSUCxLE
<br /> WALLS ' SEE SCHFDULE FOR SIZF SILL GASKET STATE OF WASHINGTON
<br /> #4 DOWELS C�24"O.C. 4"CONC. SLAB W/WWR
<br /> #4 DOW�LS @ 24"O.C. ' `� 24" l �2 �� �� � 6x6-W1.4x1.4 "
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<br /> RIGID INSUL� INT. 10709 NE COXLEY DRIVE
<br /> DTT2Z 1/2" DIA. FACE OF CONC. • ° • ' VANCOUVER,WA 98662
<br /> HDU2 5/8" DIA. (4) #5 CONT. BARS PH.360.695.9234
<br /> HDU4 5/8" DIA. PROVIDE CAST IN PLACE
<br /> HEADED ANCHOR ROD OR TOP& BTM. FAX 360.695.9634
<br /> HDU8 7/8" DIA. POST INSTALLED THREADED (2)-#5 @ 12" O.C.
<br /> ANCHOR ROD WITH HILTI 3�_8�� �
<br /> � NOTE: '
<br /> �} SEE DETAIL 1/S4.0& 13/S4.0 HY200 SAFE SET SYSTEM
<br /> FOR ADDITIONAL INFORMATION
<br /> PROPRIETARY INFORMATION NOTICE:
<br /> � 1°IOLDD�WN DE7'AIL N.T.S. 6 �OO�ING � FF�ONT 7'OWER LEG 3�4 - � -� G THESEDOCUMENTSMAYCONTAIN .
<br /> PROPRIETARY INFORMATION THAT IS THE
<br /> SOLE PROPERTY OF YUM BRANDS,INC. SUCH .
<br /> INFORMATION HAS BEEN PROVIDED TO THE
<br /> ARCHITECT OF RECORD FOR USE
<br /> SPEQFICALLY FOR THIS PROJECT. THE DESIGN
<br /> ELEMENTS EMBODIED IN THESE DOCUMENTS
<br /> ARE SPECIFICALLY FORTHIS PROJECT.
<br /> INFORMATION CONTAINED HEREIN REMAINS
<br /> ANCHOR RODS PER THE SOLE PROPERTY OF YUM BRANDS,INC
<br /> AND/OR EAARCHITECTURE&DESIGN,INC.
<br /> SHEAR WALL SCHEDULE. 6%� AND IS CONfIDENTIALAND PROPRIETARY
<br /> EMBED. 7�� INTO CONC. AND IS NOTTO BE COPIED,REPRODUCED,
<br /> �� � DISCLOSED OR OTHERWISE TRANSFERED TO
<br /> OTHER PARTIES IN ANY FORNI WHATSOEVER
<br /> SILL GASKFT ' WITHOUTTHE EXPRESS WRITTEN CONSENT "
<br /> 24° #4 DOWELS � 24��O.C. WW� OF YUM BRANDS,INC.AND EA
<br /> � 1 2�� (ALT SIDES) j ARCHITECTURE&DESIGN,INC. r
<br /> �' #6x7'-0°C� 12"O.C. WALL BEYOND
<br /> 4"CONC. SLAB PER #4 DOWELS @ 24"O,C. ,
<br /> PLAN ' Q REVIEW CKSET 6.25.201
<br /> —� 12�� I A .
<br /> X X X X X X X X X X X X ' 4"CONC. SLAB W/WWFi Q REVIEW CKSET 8.2.201 "
<br /> �"' _ _ _ _ _ _ COLD JOINT , 6x6-W1.4x1.4
<br /> Q AGENCY REVIEW 8.10.201
<br /> ' #5x1'-0"�12"O.C.
<br /> � , � SMOOTH DOWEL ' Q DESIGN REVIEW 9.4.201
<br /> , • • • e o e • • • , �
<br /> ' - _ � �- Q 11.7.201
<br /> X X X X— —X X X X X X X �r�
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<br /> —� Q MISC REV'SN 11.29.201
<br /> C° � � REVIEW FiESP. 2.4.201
<br /> � � ,
<br /> � 2" (R-10) CONTINUOUS
<br /> z � 2 � ' Q REV. RESP. 2 2.26.201
<br /> (9)-#6 CONT. TOP& � � � �F�
<br /> RIGID INSUL @ INTERIOR " •
<br /> BOTTOM, 3" MIN. CLEAR � 0 J FACE OF CONCRETE _
<br /> FROM FDGE � ---- --
<br /> #6 @ 12"O.C. T � (2) #5 CONT. BARS
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<br /> CONTRACT DATE: 04.10.18
<br /> 3"COVER MIN., TYP. BUILDING TYPE: M40-EXP.LT
<br /> 5'-0°
<br /> ��_6�� PLAN VERSION: XX-XX
<br /> BRAND DESIGNER: D.Dickson
<br /> �o��'�VI @ �N�G�'�� �f7�Flt'1YY/�+��� 3�4�� — 1�-��� 7 FOOTING @ DOOR OPENING 3�4 — � -� � SITENUMBER: XXXXXX
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<br /> STORE NUMBER: 22602
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<br /> � � TACO BELL
<br /> 6"� STEEL POST FILLED � ��'�'� � � ��i� 2727 BROADWAYST. ;
<br /> WITH CONCRETE 6��� �,-�-1, �� �o����`�"��' EVERETT,WASHINGTON 98201
<br /> PROVIDE PVC BOLLARD ���.��.� ������,��
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<br /> �'' ° �� _ � ' �__�� � � `"-�_" o RIGID INSUL @ INTERIOR EA JOB: 18-036
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<br /> a ' , (2) #5 CONT. BARS SHEET:
<br /> . - ' TOP& BTM. STRUCTURAL DETAILS �`�
<br /> CONCRETE CURB @ � '
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<br /> CIVIL- 10" MIN. WIDTH
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<br /> N OO �f� ARGNITEGTURE � D�SIGN, ING. AGENCY REVIEW RESP. 2 PLOT DATE: 2.26.2019
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