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I ! . <br /> C �L <br /> �N A <br /> �,�fALI ��,�MI�G 2-2x6 TOP PLATE <br /> 2xo LEDGER BTVVN PER PL^,N <br /> OW JOISTS w/ J-10d Fr�, TY� , <br /> TO EA �NALI STUD <br /> r.o. F�arnir�c. <br /> � aoo-r'� s � i� � � �A� SHELL RET IL <br /> ROOF FRAMING BLKING OIS � <br /> ��� P�AN _ S�AT � DEVELOPMENT <br /> I � <br /> � _ � � 2-z�6 TOP PLATE CFT DEVELOPMENTS, LLC. � ; <br /> ,� <br /> �oisT s�aT . 1683 WALNUT GROVE AVE. <br /> EN TYP <br /> n8 OR LSTA12 � PER MRF f <br /> @ �� � ' r.o. FRaMwc. wa�i sHFaTHi�vc PER ROSEME 9D770ALIFORNIA � <br /> I_ .�' „ �.''-```;'' <br /> � � SAD STRUCT PAN_L SCHED LE: <br /> CONN., TY 2-2xw/SNAP�D �� <br /> BI_�CK F�r� �ST WALL SHEATHING ?_R B' STRUCT 1 w/ tOd 6"oc Telephone: 626-372-8122 <br /> c i� ,�� i� ,- 2x WALL FRAMING <br /> SEAT OR 2X�C3X E�GES & 12" FIELD, MIPJ, TYP <br /> A35 CLIP � 48"oc 2x UdALL FRAPnING e� STRUCT 1 w/ 10d � n"oc PER PLAN Facsimile: 626-403-8527 <br /> TOP PLATE�SHOWN� TYP =A STUD PER PLAN EDGES & 12" FIELD, MIN, TYP <br /> � 2x4 BRACE � 32" oc MAX <br /> 1 � � <br /> SPACING v✓� `-16d aT STUD & <br /> � �`�AI_I_ ��,�,�II�G Wqi_L SHcATHING PER � �,5= 2x4 BRACE Q 32" oc MAX r, ; 2-A35 CI_IP ' T BASF <br /> PFR PL/��J S7RUCT PANEL SCHEDULE: SPACING ev/ 5-1od a STUQ & � 1.5t � � <br /> WALL SHEATHI�lG PEft ' '• � '` 1 EA SIOE <br /> � �° STRUCT 1 �r�/ lOd � 6°oc 2-A35 CLIP AT BASF STRUCT PANEL SCHcDULE: ':�'� , <br /> EDGcS & 12" FIELD, MIN, TYP (1 EA SIDE) �" STRUCT 1 �r�/ 10d � 6°oc-,' �� �, � Ali ideas,designs,arrangement and plans indicated or <br /> OW J01 ST 1 _ocEs & �2° �iF�o, ti�ir�, TYP., ' �•� represented by this drawing are the properiy of Panda ; . <br /> �• � - Express Inc.and were created for use on this specific project. `` <br /> PER PLAN � 2�s F�aT w/ 2—��z woo� �iNis�, sa�.--;'.: . 2xs F�_ T J,/ z—#�z woo� None of these ideas,designs,arrangements or plansmay be <br /> ' � SCREWS PER 8/51.1 Sr_REW PER 8/S1.1 <br /> Firiis�, saa 0 used by or disclosed to any person,firm,or corporation , <br /> (— � � ' e RooF sH�aTHiNc P�R without the written permission of Panda Express Inc. . <br /> 1 D � �� — / CONN P=R 1/S3.0 — '_.' ` � EN, TYP MORE INFORUATI , <br /> — SEE 8 Sl.l FOR ROOF SHEATnING PER SEE 8�S1.1 � PLAN <br /> CONN P=R 1/S3.0 MORE INFORMATION P�aN � <br /> S�.O �J��I- _� —O EN, TYP � : <br /> � - REVISIONS: DATE: BY: '. <br /> � <br /> ADDT'L SOLID JOIST SEAT LSTA9 � �A JOIST p COORDINATION 10I24/1$ JM <br /> 8������ @ �olsT PER �✓�RF To �o�sT CONN, TY� �, TS �2 � 48"0� - � �Q PLAN CHECK 12/11/18 JM <br /> SEAT (Ha co��TR oPTioN) 2X e��iuc <br /> 0 <br /> STRAP PFR PLAN � � zx B��iNc . <br /> ;,s REoo �s R�c�o � <br /> TS 12 � 48'�oc O7HERS�PROVIDE 4x&BLKING OR � � ' <br /> 5 <br /> (H8 CONTR OPTION) EQUAL w� A35 CL�PS EA END & <br /> TOP NAILS AT SUPPORT OW JOIST 6Q ; <br /> OW JOIST <br /> LOCATIONS, BEYOND - � � <br /> PER PLAN • <br /> 0 , <br /> 2x6 WALL LcDGF2 W� 3-16d TO <br /> EA WALL STUD, TYP <br /> � 2x6 WALL LcDGER w/ 3-16d TO , <br /> EA WALi_ STUD, TYP <br /> ISSUE DATE: <br /> 4x BLOCKING w/ A35 EA SIDc <br /> � TOP AN� 30TTOM 15T <br /> FOR ATTACHM=NT w/ <br /> � a' °` o DAPPED BOLT ATTACHUENi 2ND <br /> = 3RD '�3� <br /> EN,� TYP �� H=ADER P=R PL�N 4TH � <br /> � <br /> � � EN, 1YP 2x BLOCKING AS REQD @ PANEL 5TH � <br /> � EDGES w� EDGE NAILING � <br /> I I —BEAM PER PLAN, TYP 6TH • <br /> I I <br /> I I - <br /> � � SIMPSON CC �96 zx wa�� FRaMiNc � ��� <br /> PEft PLAN � � � <br /> I I 8 <br /> HSS COL � � ' <br /> /n„ I I , <br /> I I PFr� PLAN <br /> DRAWN BY: BML <br /> I I STOREFRON7 <br /> � I SAD <br /> � <br /> CFT PROJECT# CT1165 . <br /> CRM PROJECT# MCG 180658 �� - <br /> D � �� — DATE: 10-24-18 <br /> 2A <br /> 53.0 3�T,�_��–o" + <br /> �1�� TII� COI�S�� Tli�� <br /> FTG ?ER CONC. 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PE� P��N <br /> ORDFRING SECTIOI�J OF HCA HINGE F� PER coNc. s�aB & PROUIDI�� S��UCTUR�� �ESIG� �i . <br /> CONNECTO�S � 2204 PLAZA DRI'JF, SUITE 130 � <br /> 0 0 �- <br /> .,� � , � ROCrI�IP1, <br /> a. <br /> ���_� e � ,,,... ,. , . ..... .... . ... , . .- — — PHONE (916)250-4816A 957FAX (916)302-4065 . <br /> . — — — — i <br /> �—� � �—� � �_� � �_� � � ���_���—���_���_� � �_� � �_� � �_� � �_� � � o < a , ^ <br /> ° � � ° _� � �—� � �_� � �_� � �_� � � �_� � �_� � �_� � �_� � �_��� � � �_� � �_� � �_� � ��� � � �—� � ��� � � ��� ���_� � �—� � �_� � � � � �_��/� � � � <br /> � 1=1 I 1=1 I 1=1 I 1=1 I I I I 1=1 I I—I i 1=1 I I—I I i—I I I—f I I—I I I—I I I -1 I 1=l I 1=1 I 1=1 I 1=1 I I 1=1 I I-1 I 1=1 I 1=1 I 1={ I 1=1 I 1=1 I 1=1 <br /> o e =1 I I—I I 1=1 I 1=1 I 1=1 I I 1=1 I 1=1 I I—I I 1=1 I 1=1 I 1=1 I I—I i 1=1 I 1=1 1=1 I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I -�� � <br /> — — — — — — — — — — — — STAMP �''� ' ��� �Y� <br /> . ,. ����I I I���I I I���I I I���I I I� � � �I I I���I I I���I I I���I I I���I I I���I I I���I I I���I I I���I I I� =1 I 1=1 I 1=1 I I=1 I 1=1 I I 1=1 I I=1 I 1=1 I 1=1 I 1=1 I 1=I I 1=1 I 1=1 ' �� ��`��_§ .��� ¢��� ti, <br /> � �. 1=1 I I—I I 1=1 I 1=1 I I �I I 1=1 I 1=1 I I—I I I—I I I—I I I—I I 1=1 I I ���h����"� ���°��� � v�`�� <br /> SMALLER OF TWO ° o. � —I i I—I I I—I I I—I I I—I I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I �?� ��' � � ��"3'����(,,b� � <br /> BEaN�s — � �: J� <br /> }—. �._ � �� .;. <br /> SIMPSON HC H=DETH OF SP�IAI LFR I I � + + <br /> r I ����� 4f 1 4 <br /> BFAM—PT. CONTRACTOR TO DET�R�✓11N� I I <br /> ORDERI�G OPTIONS IN FI�LD PER � � LARGFR OF TWO BEAMS ; <br /> ��� ,. <br /> SIMPSON CATALOG. HINGE CONNECTOR I I . <br /> W� (2) ROTATION BOLTS & (2) SLOTTED I � SIMPSON CC Q96 ' <br /> TcNSION B01 TS PER BEAM. � � � � <br /> � <br /> ,�>> ; ; �—Hss �o� e � S � C � � <br /> � I PER PLAN 53.0 ��2>>=�°-0" /� S I_ C � O � <br /> i � 53.0 »_ ��� �������� �� <br /> I I 1/2 -1'-0" �] <br /> � �� �� � ����l�� <br /> �417 �V�R��E�N WAY � �. <br /> �V���TT, �I��I�IN���N ��20� `� - <br /> 2� � ETa _ � ��- <br /> S 3.0 3��»_��_o�� PROPOSED USES: RESTAURAN7 AND RETAIL <br /> NOTE: <br /> CONTR. OPTION FOR 18" TO 30" B�AM <br /> CONNECTION. <br /> � <br /> ■ - <br /> L <br /> FRAMING " <br /> SECTIONS <br /> 0 , <br /> ����'� ��- �'����:.�� <br /> ���1�.r��l�.� ��� �����`� <br />