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. . . . . . .. . . . . . . ._ . . � , �
<br /> BEAM
<br /> DB�. TOP PLATES � �
<br /> BEAM EPC OR ECC 2-16d END 4� TYP. ( � •
<br /> � PER PLAN -- CRIPPI.E STUDS 350 CS20 STUDS
<br /> NAILS TYP. I I
<br /> 16d NAILS EACH SIDE � 4'� O.C. TYP. W/ 2 16d 18/"x 21/2"CONT. PL. "
<br /> PosT i � TOE NAILS AT w/2 s�s scREws NON-STRUCT � � 350 DLT20 TRACK
<br /> & STAGGER HEADER TYP, CNTRSNK INTO PLATE. C�6" Z 7 BOLT DIAME RS BY OTHERS + � CONT, :;�
<br /> o.C. � W/H i LTI XU �
<br /> PC OR CC 2X STUDS � I HEADER PER PLAN r-icv � i � FASTENERS(C� ,
<br /> STITCH NAIL #16d (s� 1'-0" O.C. PER PLAN PER PLAN � e � I I 32��O.C. ( ICBC� � c.�
<br /> & STAGGER 2-16d
<br /> �
<br /> EVERY 2�� � EA.1 END AB.�S i I #2269° � SHELL & RETAIL �
<br /> DEPTH EA. END POST PER PLAN I I I ROOF TRUSSES(TYP,) DEVELOPM ENT
<br /> KING STUDS ~ OR TRIMMERS PER p� pp� I I I i
<br /> TYP. TABLE TYP, „ #10 @ 16" O.C. I I
<br /> � • � � � � � e � e e 10d C� 12" LTP4 � 24" O.C. ° �, : a i � SIMPSON OTC ROOF
<br /> ° ° ° ° ° ° ° ° ° ° TYP. (U.N.0) WITH 4x POSTS � � META STU
<br /> 4 a a • .
<br /> OPENING SIZE KING 2x OR 3x PT, SILL �,c•, ° , ,,. � WALL, SEE CLIP ON BOTH
<br /> 4 I I
<br /> "SIMPSON" TS 18 P T 6'-0" 3-2X6 1-2X P�� � ARCH'L PLAN
<br /> EACH SIDE _ _ — SIDES EVELOPMENTS, LLC. `
<br /> CONDUIT RACE WAY GRO T � j 1683 WALNUT GROVE AVE.
<br /> STRAP PER PLAN 8' " AND GREATER 3-2X6 2- X6 VOIDS SOLID w/ — — — — I — ROSEMEAD CAUFORNIA • ;i; ,
<br /> OR MIN OF CMST16 BEAM BEAM 1-TABLE ABOVE TO BE , . � NON-SHRINK GROUT ,;, ,;,A, , ,—��, , , , I���—���—��� I � � � 2-2x4 CONT, 91770
<br /> 2x STUDS OR 48" + CLEAR SPAN � PLANS Telephone: 626-372-8122
<br /> 2-MAXIMUM PLATE HEIGHT IS 12' FOR WALL Facsimile: 626-403-8527
<br /> POST PER PLAN GREATER THAN 12' SEE PLANS "
<br /> C BEAM EPC EACH SIDE WHERE HOLDOWNS ARE REQ CONDUIT PASS THRU PERP T0. TRUSS ,�
<br /> 4-16d NAILS � S �� P �ATE � S I �� TRAC K �S � P TRAC K
<br /> � TY P , H D R �RA M I I�I G �N.T.S. s�2 �,.T.S. S�2 N.T.S. ,
<br /> S-1 .2 N.T.S. � .
<br /> � �'—' All ideas,designs,arrangement and plans indicated or
<br /> 2x6 PARAPET WALL, represented by this drawing are the property of Panda
<br /> A35 EACH S WHERE APPLICABLE Express Inc.and were created for use on this specific project.
<br /> BEAM 2-16d END NAILS TYP. ROOF PLYWD None of these ideas,designs,arrangements or plans may be
<br /> 2x6 PARAPET WALL, EN used by or disclosed to any person,firm,or corporation �'
<br /> LSTA12 TO 2X4 2) 2x6 TOP WHERE APPLICABLE PLYWD DECK withoutthe written permission of Panda Express Inc. '
<br /> 2-1 PER PLAN 2'� OF HDR, FLATBLKG. C�3
<br /> 2x STUDS 8 DEPTH P AN �@ B PNGER 4'-0"o.c. PLATES ROOF PLYWD "
<br /> . ° ° . . . ° ° . . ° BEAM 2_2X (CO ) TO JOIST,STYP12 ,�
<br /> . eeeeee . . . .
<br /> STITCH NAIL : \ EN REVISIONS: DATE: BY: .
<br /> u W/10d � SHEA Q COORDINATION 10/24/18 JM
<br /> STRAP PER PLAN WALL EDGE NAIL � 2-A35 /BLK
<br /> OR MIN OF CMSTC16 • . SPACING OR USE STRAP PER PLAN + 0 PLAN CHECK 12/11/18 JM ,
<br /> BEAM/HEADER SEE POST PER SHEAR P R PLAN�� OR E WHERE OCCURS + � •
<br /> 48" + CLEAR SPAN PLAN FOR SIZE WALL SCHEDULE. MIN 18 � EN � 0
<br /> \ .16d Q 12" EA. ROOF DK TO 0
<br /> 1fid-4" O,C. & STAGGER STUD ON EACH BLKG
<br /> 2x PLATE BOTH SIDES INTO BEAM & STITCH 'SIMP' ST2122 STRAP SIMPSON STRA SIDE TYP, (U.N.O.) 2) 2x6 TOP �
<br /> WALL TO POST OR STUDS C� "
<br /> 1'-0'� O.C. & STAGGER. PER PLAN / 3x SHEAR WALL EN PLATES H2.5 HURRICANE 0 ' �
<br /> STUDS OR , , PART 0� HDR.ER SINGLE OR DOUBLETRUSS DECK (OD�ROOF ROOFDK TO CLIP 1@ EA JOIST 8 ,
<br /> SIMP ACE4 CAP 2x TRIMMERS PER BLKG
<br /> ST PER PLA F � PLAN OR POST PER SHEAR WALL �
<br /> PLAN PLYWOOD TO ROOF �
<br /> COLUMN POST SEE 2x4 FLAT BLKG & 1SSUE DATE:
<br /> ALL BEAMS & GIRDER TRUSSES SHALL HAVE SOLID SUPPORT TO FOUNDATION PLAN FOR SIZE EAR WALL � Z CLIPS �2'o.c,, ALIG'N W/ NOTE: LOCATE PANEL JTS 1" TRUSS DECK (F,H.)
<br /> 2x KING STUD pANEL JTS WALLS, MIN 5' IN OFFSETFROM STUDS �sr
<br /> FROM OUTER WALL STRAPPINGLTSI2 2ND •
<br /> 3RD
<br /> � BEAM CO �I �IECT ONS 4TH
<br /> 5TH
<br /> S �2N.T.s. 14 HDRa STRAP DETAI � �o E �IDWA�� SHEAR � SHE�R @ W,�� � � WA��/ R00 � B �KING , 6TH '
<br /> 2 N.T.S. S—1 .2 N.T.S. S—1 .2 N.T.S.
<br /> � S—1 2 N.T.S. � � �
<br /> �
<br /> 2— 16d END NAILS TYP. BEAM PER PLAN O � TRUSS SHOWN HERE AS EXAM DRAWN BY: �ML
<br /> NOTE: USE DET. 20/SOc WHERE � 000aoo 0000o aoa , o , 00 � N
<br /> TYPE VARIES
<br /> HEADER SIZE REQUIRES BREAK QF 2-2X TOP-PLATES SIMPSON CONECTOR
<br /> TOP VIEW �
<br /> W T O P PLATE. PER PLAN "� .
<br /> 4x BLOCKING Q 2-2X TOP-PLATES 2 ROWS OF (21) 16d � � CFTPROJECT# CT1165
<br /> 1-1 2" x 1-1 2" STL w
<br /> 17 STAGGERED � 2-1/2"o.c. W/ 2-�j2 TEKS 0 TRUSS
<br /> OR DOUBLE 2x4 � 2-16d PER 2" 48" lap of top piote 2- 10 SCREWS TO TRACK CRM PROJECT# �11CG 1$0658 ,
<br /> OF HDR DEPTH / � � -
<br /> #
<br /> � OPTIONAL MSTI4 2 1 / 1 /2" _ _ _ DATE: 10-24-18 .
<br /> • . ' STRAP AT BUTT TOP TRACK � ;Y ,
<br /> � � SPLIGE OF T.P. �
<br /> ��.
<br /> MSTI36 STRAP � �
<br /> � � ' o �-o -� �IAR Til� COI�SU� TI�I� �.
<br /> 0
<br /> ► SIMPSON MSTI36 -
<br /> ( (OR PER PLAN� STUDTE SPLICE AT � � � � O
<br /> STRAP WHERE � � � � � �ROUP, I�V C�
<br /> o � � HDR. OR BEAM C� OPNG. PLATES BREAK SIDE VIEW •
<br /> SHEATHING � \� AT BEAM 1, ALL MEMBERS TO BE DOUG-FIR N0. 2 OR BETTER, U.N.O. 2-#10's EA SIpE PROVIDIIVG STRUCTURAL DFSIG��
<br /> (OVER STRAP) a 16d C� 12" EA. STUD SIMPSON MSTI36 2, NAIL ALL SHEATNING TO INTERMEDIATE SUPPORTS �12" O.C. 2-#12 TEKS
<br /> � OMN EACH SIDE TYP. (OR PER PLAN) * EA TRUSS 2204 PLAZA DRIV�, SUITE 130
<br /> io — NAIL SHEATHING TO ROOF DIAPHRAM CHORD & TO EACH
<br /> HOLDOWN (U.N.O,� KING STUDS MEMBER/WA�L VERTICAL CHORD � THIS SPACING. H S.STUDS ROCKLIN, CA 95765
<br /> PER PLAN EA, SIDE *' - AS MFGR. BY SIMPSON. NON-STRUC PHONE (916)256-4816 FAX (916)302-4065 � .
<br /> BY OTHERS
<br /> 16d-4" O.C. & STAGGER **# — USE DOUBLE 2x6 STUDS AT ALL PANEL EDGES. 2
<br /> NOTE: FALSE TOP 2x KI T D SWGLE OR DBL BOTH SIDES INTO BEAM & STITCH POST PER PLAN 3. MIN. 8'-0" TOP PLATE MEMBER SO SPLICE IS 4'-0" MIN.
<br /> PREFERRED AT SAME PE 13/S1.2 2x TRIMMERS PER WALL TO POST OR STUDS � ;
<br /> PLAN OR POST PER 1'-0" O.C. & STAGGER. OESIGN IS GOOD FOR 8,OOOIb. DRAG
<br /> HEIGHT AS DOOR � � PLAN 4, ALTERNATE IN LIEU OF TOP PLATE STRAP, USE CMST 14 STAP BOTH SIDES OF n
<br /> WINDOW HEADER 2 TOP PLATE (37 x 16d EA, SIDE OF SPUCE) � S U S P E N D E D Wi�I I STAMP: �� J���f`;�'�
<br /> � E � I � � �o P . B R EA K@ B EA Ul �- � s�2 N.T.S. ���,o��►������zi�
<br /> �5 H AD � R DETAI _ �,_ � STRAP � P �IC _ ,� ,�r � � ..
<br /> � �A�S E TO P P I_AT� �—, S-1 .2 N.T.s, O � , � �.��ry� ,
<br /> �2 N.T,S. S-1 .2 N.T.S. � .
<br /> � � S�2 N.T.S.
<br /> W
<br /> '—' x- :��°•�
<br /> r
<br /> INSTALLING/NAILING PER SIMPSON TRUSS SHOWN HERE AS EXAM � ���� ,�. � . � \
<br /> TYPE VARIES ��z��" ���'`�`�7,���
<br /> S CIFICATIONS MIN. TYP. MP, T RA P P E R 1'_0" � ���y ,:;
<br /> � 36d MIN 36d � PL EA SID
<br /> TYPICAL NOTCH TOP OF BE MIN SIMPSON MST136 BOTTOM CHORD OF TRUSSES ' �
<br /> MIN �4 @ 24" OC � �� '— " '— " TO ALLOW TOP PLATE OR PER PLAN PERPENDICULAR TO WALL � ,
<br /> THRU 4"s STL STUD � 2' o.c w/ 2—#12
<br /> c� / .'" q, ;
<br /> � I x 1-1/2" TEKS INTO TRUSS
<br /> a � a N �, \ SI P T R P PARTITION WALL -SEE ARCH! .
<br /> o . M SON CONNEC 0 ER ��� �� �� ���� ,
<br /> • (WOOD: 2x PR, TR. PLATE) 3-#10's EA
<br /> a HEADER . •�EA PLAN (STEEL: 20ga PLATE)
<br /> a a a LOC-2-UP/1-D ����� �� ������
<br /> a PER PLAN W/ HILTI X-U POWDER
<br /> a �,° SLOPE IF REQ'D � ( 0 5,8
<br /> a / , „ � � ESR 222ggCHOR � 32" O.C. DEFLECTION ���� �����C����� �,�'� �
<br /> � BY SOIL CONDITIONS � I
<br /> a n � � -16d EVERY 2" EPTH EMBED=1", DIA=.157" �1
<br /> a . � a / �� cv Q �' EA. END ° -AT LEAST ONE ANCHOR x �`IE��TT, U,����II���TC.,��� ����,1�
<br /> � �
<br /> o BEAM PER P�AN WITHIN 6" OF EA. PLATE N
<br /> NOTCH FO TOP PERP POAN ONNEC R SPLICE M :y�;`
<br /> . ��...,L: �
<br /> � a ° / REIN� To MATc� p�ATE PROPU�ED USES: R�ST�Uf�ANTAf��D R��fAiL
<br /> a LONGIT REINF NOTE: I 6d @ 12" O.G S D TO POST PER P�AN ANY SCREWS THRU GB
<br /> '"� SEE SECTIONS FOR END VERTI OR S D TYP, CONC. SLAB -SEE PLANS & TRACK MUST AUGN
<br /> FOOTING WIDTH POS R PL FOR REINFORCING W/ SLOTTEO TRACK
<br /> � 36d 2'-0" 2'-0" qND REINFORCING.
<br /> CLR 3„ �11N MIN LTP4 (� 4" O.0 TRUSSES HOLES �
<br /> WITH 4x P TS ���� '°�� ��������
<br /> SLOTTED TRACK TOP W/
<br /> 2 ����1���1�� ��� ���s+i��`�
<br /> �g� �TCP �OOTI NG � NON-STRUCT BY OTHE, GOPITBOARDTACHMENT TO .
<br /> tS-1 .2 ��.T.s. NOTE: DTL. SIM � LOC S PERP, TO
<br /> � TRUSSES & � ROOF DECK �
<br /> q CONTITIONS-THEN ATTACK TOP TRACK SIM. OPTION SUSP WA�� W/ �
<br /> � EA�11 AT WA�� DIRECT TO TRUSSES
<br /> � 0 �F�S ET H D R . DT�. ,�� STD/ STRAIGHT TRACK �ypl A FR �
<br /> ,�N.T.S. S�2 N.T.S. � PART, WA�� D ETA I_ S I I P TR,�C K , c Mi � ET i�s ;L, �
<br /> �--- s—� .2 N.T.s. „q, 0 � .
<br /> � S-1 .2 N.T.s.
<br /> �
<br /> PRUGr2c�S CONSTRUCTION DOCIJ�A��-.NT��
<br /> _ _ _ �� .
<br />
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