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<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
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<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
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<br /> STRAP PFR PLAN � � zx B��iNc .
<br /> ;,s REoo �s R�c�o �
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<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 � � �
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<br /> HSS COL � � '
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<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. SLAB 8^. G�oUP➢ I�V �c
<br /> BFAM TO BE DAPP�D, SEE �/s�.3 R_INF. P_R PLAN � ;
<br /> SIMSPSON CATAI OG AND FOLLOW STRAP P�R PLAN � s�.3 ��iN�. 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 �
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<br /> .,� � , � ROCrI�IP1,
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<br /> ���_� e � ,,,... ,. , . ..... .... . ... , . .- — — PHONE (916)250-4816A 957FAX (916)302-4065 .
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<br /> — — — — — — — — — — — — STAMP �''� ' ��� �Y�
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<br /> BEaN�s — � �: J�
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<br /> SIMPSON HC H=DETH OF SP�IAI LFR I I � + +
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<br /> BFAM—PT. CONTRACTOR TO DET�R�✓11N� I I
<br /> ORDERI�G OPTIONS IN FI�LD PER � � LARGFR OF TWO BEAMS ;
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<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 »_ ��� �������� ��
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<br /> � �� �� � ����l��
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<br /> S 3.0 3��»_��_o�� PROPOSED USES: RESTAURAN7 AND RETAIL
<br /> NOTE:
<br /> CONTR. OPTION FOR 18" TO 30" B�AM
<br /> CONNECTION.
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