|
�3'
<br /> �.
<br /> 1 2 3 �- �
<br /> 98'-0" �
<br /> 43'-3 1/2" 20'-7 1/2" 34'-1"
<br /> �_7'-6 1/2" 11'-8" 5'-1 1/2" 11'-8" 10'-2" � 15'-1'� � 12'-2" 7'-3" 3'-9" 10'-11'� 2'-7" �
<br /> (i_= �'-6" M��) a 7'-7'r I I 8�_6„ 1,_ »
<br /> SHELL & RETAIL
<br /> � = 10'-0" MIN (I_= 12'-0" MIN)
<br /> S3.1 2
<br /> 4 �
<br /> 9 � '� 9 DEVELOPMENT `'�
<br /> 8 S1.3 �
<br /> ' S "� 10� S .3 8 � �'3 O I 7 g � 7 � 0 S13 8 S^ 3 2 9 2 � .
<br /> ��� .3 2 S".3 2 � S1 3 S� .3 g�.3 S1 3 � �'-- .
<br /> I�I- � 0 --�- 0 2
<br /> � � C_ �
<br /> Q �
<br /> � �� �� - 6�� - - - - - -+S - -6�6 - - - - - - 6+ �� - 6� - - - - - - - r� - - - , t � - - - - �+ T 2 6, - - - - - 2\ I� r
<br /> � +�, �, � %� �, T ,� �, ,, �I f� o �r,, 60 o,��a � 6 � ,� 9 � ► CFT DEVELOPMENTS, LLC. .
<br /> � �� 2 , , , 0 ( I , J I I � �'�� '�i � �`� I �`�� S 1.3 i�
<br /> _ I__�_ _____� 1683 WALNUT GROVE AVE.
<br /> R o� - o y � � ' I 2 I I (� ROSEMEAD, CALIFORNIA
<br /> 0 �� �
<br /> , � (Niw „o-,o� _ ) (Niw� „o ,z. -�) 91770
<br /> I �� W g L _,� � I � ( I �'-6° w Telephone: 626-372-8122
<br /> o �____________ ^� I I � � Facsimile: 626-403-8527
<br /> 00 PROVIDE aDI�ITIONAI_ POST o0 ,
<br /> 1-6 �'` I I � CANOP'f SUPPORT, TYP V.LF. S .3
<br /> � SIM q
<br /> + ;� ��- ' 1'- ° I ' •
<br /> S3.1
<br /> o � °�_______-___� � � �� ( � 2 � :
<br /> � &+ All ideas,designs,arrangement and plans indicated or
<br /> � ____________� I I � I I 9 represented by this drawing are the property of Panda �
<br /> ( S'.3
<br /> �� Express Inc.an d were crea te d for use on t his s p e c i f i c p r o j e c t.
<br /> ( I \ I I I � None of these ideas,designs,arrangements or plans may be
<br /> CD ' used by or disclosed to any per�on,firm,or corporation
<br /> � � r ( I \ without the written permission of Panda Express Inc.
<br /> � � S3.1 _____________�� � .
<br /> � _ REFER TO SF2.0 FOR FINAL
<br /> � � I ( I FOU�IDATION LA'(OUT. I
<br /> O
<br /> (N) 4" CONC SLAB W� #4 � 12oc EW I
<br /> OVEi� 15 MIL VAPOR BARRIcR ' n1
<br /> OVER 4" CRUSHED ROCK 1.3 `� �
<br /> � � VERIFY �rnr� soi�s RF�o�r � � I � REVISIONS: DATE: BY:
<br /> _;.
<br /> � ° � 6 � I � ( in ,�+�� � 0 COORDINATION 10/24/18 JM ��
<br /> �aT , � p PLAN CHECK 12/11/18 JM
<br /> � 1.3 S � I I I ( I / � N '
<br /> � 2 � �
<br /> � � ( � � � s�
<br /> � � ( � � � � i 0
<br /> ❑ I I T I I � , � NO� 1 7 �
<br /> I � � � o .
<br /> � �
<br /> � � ��, � '," � 2 8
<br /> � GO� U� � i Co�� � i Go �� J CJ \ � S1'3 r
<br /> �m � �-�� -CJ < <. � - -��� ��- -��� '�-�� � v,
<br /> ' � I I I I � N �- issuE �a-rE: � �,
<br /> 10 12 12 I � �o �
<br /> 1.3 ,_ i 51.3 I i I 51.3 � � r � �- 1ST -
<br /> I � � � � 7 I
<br /> a � �
<br /> 2 .3 � zNo ,
<br /> I � � ( I -t�» 3RD .
<br /> I '- ° � I �'.q° , \ � 5TH
<br /> IN
<br /> � \ I + 6TH
<br /> z I � I (f � i a� '
<br /> 5 �� I I I I I ''`i
<br /> �j r� p I /7\ � 11 I � x�s
<br /> � I L � 51.3 I
<br /> I I I I �T
<br /> I , ,
<br /> � N � a ;.� DRAWN BY: BML -
<br /> ( � � � ( � � I s .3 �
<br /> REFER TO SF2.0 FOR FINAL � �� � O``�� ��'` � �
<br /> � 53.1 FOUNDATION LAYOUT. _ 51.3 ( / `� + O�` ,
<br /> , �
<br /> M � � I I � ' � CFT PROJECT# CT1165 ^�
<br /> I ( I � � CRM PROJECT# i�CG 180�5B
<br /> � ( � � �
<br /> 3 N I DATE: 10-24-18 .
<br /> � II II �
<br /> 0 I1 II
<br /> z � �
<br /> 2 �,
<br /> � ;___ , , , o �3 � ' �1�IRTI�1 COI�SU� TII�G .
<br /> 0 0 � � N o I ; .
<br /> T I I �
<br /> L-
<br /> \ o iv I
<br /> N � \ � � ,
<br /> � N � 0 � � � z �RO�P I�IC�
<br /> � -' ��� � � � � � ' �.
<br /> �, w sa� , I 1 _ Pr�OUIDI�vG STRUCTURAI DESIG�J
<br /> �j � �.3 �� - - - - ��� - - - - - - - - - - - - - - - � - - - - - - - - -� � - - - - - - - - - - - - - - - - -� 3 � 2204PLA7ADRIUF, SUITE130
<br /> i� L--� � � � � \ \ �
<br /> U � -� �- 2 2 � -J �\ ' � � � �'� ' � � � ` _ r .
<br /> _ _ _ _ ROC�lLIP1, CA 95765
<br /> 's PHONF (916)256-4&1� FA/ (916)302 4005
<br /> �J �2 �Q, 2 Q, �2 2+ `'+ �7 +`,i
<br /> +6 O TG 7 7 T� +G G � G O
<br /> 9 3 � �� � � 9 S .3 3 S .3 �,� O� c Q 3 �3 ��� ��2 '1.3 S .3 ��
<br /> ` � � S .3 S .3 �
<br /> � '
<br /> (�iivv <<o-�os =�) � 2 � 2 s3.o 3'-0 6 -9 ' .
<br /> 2
<br /> 3 -7 ' / " 4 -0 � / '� 4 -0 ' / " 4 -o � , � ,. 3 -7 STAMP: �
<br /> � „ , » , » > » � » �
<br /> 19 -8 1 2 19 -8 1 2 19 -8 1 2 19 -8 1 2 ,�,� ��
<br /> ��.�
<br /> ��
<br /> �i-�, �t�t����;� �,1 .
<br /> �����c���'������� ����� �
<br /> ���� �� �� , e
<br /> �OU � DAT OI� P �A �I � y `" � �A ^
<br /> .�l .
<br /> 3/16"=1'-0°
<br /> 0 2 4 8 16 °.� r4 0� �,. �.
<br /> ��RAL�"�'�'' ��; _
<br /> '�1�:A.� '�
<br /> OVER-EXCAVATF BUILDI�IG FOOiPRINT
<br /> S�B�R�o= so�� AS PFR � 0 U �l D � T 0 f� P R 0 J � C T �l 0 T E S o
<br /> RECOMMENDATIaNS OF TH= •
<br /> E � � D o GEOTECHNICA� RFPORT, TYP ,
<br /> SOILS REPORT ��� ��� ������� ��g
<br /> 1. FOR GENERAL �OUNDATION AND FRAMING NOT�S S�E SHEET 51.0 �� �� � ������ -
<br /> TERRACON CONSULTANTS INC. 2. SLAB ON GRADE CONSTRUCTION JOINT LOCaTIONS SHALL BE APPROV�D BY ;
<br /> CJ INDICATES r-rORM�D OR SAWCUT �i�� INDICAT�j STRUCTURAL WAU_ 21905 64th AVE. WEST STE100 THE ARCHITECT PRIOR TO PLACEM�NT OF CONCRETE PER 8�51.0
<br /> ) MOUNTLAKE TERRACE, WA 98043 3. STRUCTURAL WALLS ARr bVALLS THAT RrSIST GRAVITY WIND, AND OR SrIS�/IIC 8��7 �VE����EN V�/AY �
<br /> �� CONTROL JOI�ITS PER DTL 1�j�1.0 � r r , � �
<br /> (425)771-3304 ������� ����������� �����
<br /> O INDICaTES SHEAR WALL PROJECT #: 81185002 I_OADS. AI � INTERIOR AND EXT�RIOR WOOD FRAMED VVaLLS SHOWN ON PLAN
<br /> � DATE: JANUARY 25, zo�s AR� STRUCTURAI_ WALLS. 1�JAI I_S (OR PORTIONS 0� WAI_I S) NOT INDICATED ON �
<br /> �`T INDICATES COL P�R PI_AN INDICATES HOLDDOWN PER 1/5-1 .3 TN� � T '_ " ' '�� � PARTITION WAL�S. R��ER TO ARCHITECTURAI
<br /> P LANS FOR LOCA �ONS AND EXTENT OF STRUCT/PARTITION WALLS. �
<br /> �, �,� , INDICATES S�aB DEPTH CHANGE 4. A _ ' � _ "�' URAI WA�LS ARE 2x6 DF�2 @ 16" OC PRQPUSED USES: RESTAURANTAND RETAIL
<br /> �' INDICATES HSS COL PER PLAN UNO.
<br /> S - - - - - - S INDICAT�S ST�P F�TG. PER 3/S�1.1 �. ALL If� _ ^ _ i ' URA� V�JAI LS AR� 2x4 DF�2 @ 16" OC
<br /> UNO, A IGN WAI I UNDER �RAMING ABOVE. "�
<br /> 6. �OR � i ', � , " � RE 0� ALI WALI_S, RE�ER TO '
<br /> �3 INDICATES FOOTING MARK PER 4/51.3 � � --1NDICATES FASTENER TYPE 7 FIRCS'r-iTFL00RaEl �EVATIONS = 0'-0" UNO.
<br /> SEE 3/5-1.3 FOR DETAIL :
<br /> 3 INDICATES FAST�NER SPACING 8. UPSET THREADS ON SI�� BOI_TS AR� NOT AI �OV�JED.
<br /> S�� 3/S-1.3 FOR D�TAIL 9. FOR FOOTING SCHEDULES, S�c SHT S1 .2. _ �
<br /> 10. AI � FOOTINGS SHAI L BE CENTERED UNDER C01 UMNS, UNO.
<br /> 11 . TYPICA� POST BASE AT CONCRET� PER MFR OR ON SILL PLATE, TYP UNO
<br /> FOUNDATION PLAN
<br /> 0
<br /> p�`' �3� ����u�
<br /> �1'��� ���`� �� ��� �. �
<br /> ��'����!'���� �'��� ������� �'�.
<br /> PROGRES� CONSTRUCTION DOCUMENTS � �
<br /> �L
<br />
|