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<br /> T.O. DBL. PL. @ 16 O.C. REGISTERED �
<br /> 2x4 BRIDGING PER Q � (3) 16d NAILS SHEATHING
<br /> ARCHITECT
<br /> TRUSS DESIGN w Q
<br /> 13 VARIES � � HEADER REF. S2.0 16d NAILING THRU STUD 4
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<br /> _0,!� � O 2x6 STUDS AT 16"O.C. sa.1
<br /> � � T.O. DBL PLATE � TRUSS BRG � � � DESIGN
<br /> TRUSS � TRUSS � SIMPSON DTC ROOF TRUSS 2x6 WD. TRIMMERS U.O.N.
<br /> CLIP ON BOTH SIDES REFER TO SHEET S1.0
<br /> (6) 16d � FOFi REQUIRED NUMBEFi �8 —
<br /> SIMPSON A35 CLIP T�� � � �
<br /> (BcYOND) FROM STUD (2) 2x6 DBL PLATE "���,�� °��"`' "`"' ,
<br /> OF KING STUDS
<br /> ADJAC�NT TO BRAC� (SEE SPLICE DETAIL 12/S4.1) 0.145"Q1 a 32"O.C. POWDER ACTUATED PLATE T USS TRUSS
<br /> CONNECT BUILT-UP STUDS (� 16d � � ������������*���
<br /> TO DBL P�T� FASTENER WITH (2) -%"WASHERS W/ E.N. ++ D.A.BENTLEY CONSTRUCTION,L�c � �'� .
<br /> MIN 1%"EMBED AT 32"O.C. W/16d @ 8"O.C.
<br /> -}- PACIFIC NORTHWEST OFFICE
<br /> SILL PLATE WITH ANCHOR ++ (2) 2x6 DBL PLATE
<br /> - SILL PLATE BOLTS PER PLAN AND (SEE SPLICE DETAIL 12/S4.1) 10709 NE COXLEY DRIVE
<br /> VANCOUVER,WA 98662
<br /> SHEAR WALL SCHEDULE BEAM REF. PLAN PH.360.695.9234
<br /> FAX 360.695.9634
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<br /> a a ' " a � ' MIDWEST OFFICE
<br /> 871 CANTERBURY RD.,UNIT G
<br /> � <''.:.a : �� � ' ��a�• ' SIMPSON A35 CLIP WESTLAKE,OH 44145
<br /> � ° � •�"<��� (BEYOND) FROM STUD PH.440.250.2500
<br /> d , .. � ' , . '°�e
<br /> . � HOLDOWN ANCHOR FAX 440.250.2501
<br /> AT SHEARWALLS ONLY ADJACENT TO BF3ACE
<br /> TO DBL PLATE
<br /> PROPRIETARY INFORMATION NOTICE:
<br /> /� 'A.w �� _ � /� c . T T cc 1/2" - 1'-0" � 1 ��AMIN� ��.�VAT'�N =-
<br /> FRONT / �E/� '� YY/��� 3�4 - � -��� ��'! V���O�� PERP■ ■ o ■ ��VV - @ ����'��`8 - �-� 7 BRIDGING DETAIL3�� - 1�_0�� 4 FRONT WALL 3/4�� = 1�_��� 1 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 /> SPECIFICALLY FOR THIS PROJECT. THE DESIGN
<br /> ELEMENTS EMBODIED IN THESE DOCUMENTS
<br /> ARE SPECIFICALLY FORTHIS PROJECT. '
<br /> INFORMATION CONTAINED HEREIN REMAINS ••
<br /> THE SOLE PROPERTY OF YUM BRANDS,INC
<br /> 2x6 BLOCKWG @ 48��O C AND/OR EAARCHITECTURE&DESIGN,INC.
<br /> 10d a 6��O.C. AND IS CONFIDENTIALAND PROPRIETARY
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<br /> 6 6 TO BLKG. ALIGN W�BRACE DISCLOSED OR OTHERWISE TRANSFERED TO
<br /> � NP, 10d @ 4°O.C. FULL WITHOUTTHE E PR SS WRITT NH ONSENTR
<br /> LENGTH OF TRUSS �RctiiM B7UaE�&ESIGN,�INC.
<br /> ++
<br /> . . + . + + � . . . . ++
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<br /> =XT=RIOR Q REVIEW CKSET 6.25.201
<br /> SHEATHING DRAG STRUT. ALIGN SIDE -
<br /> OF TRUSS w/DINING 2x4 BRACE @ 48"O.C. gQ REVIEW CKSET 8.2.201 ` '
<br /> SIDE OF SHEAR WALL w/(4) 10d TO BLKG.
<br /> Q AGENCY REVIEW 8.10.201
<br /> H3 @ EACH BRACE TO .
<br /> 6,_�„ LTP5 @ 12"O.C. DOUBLE TOP PLATE Q DESIGN REVIEW 9.4.201
<br /> STAGG�R OF SPLICES FROM SIDE OF _�T._O. DBL PLATE DBTAIL 12O/S4.L1�(SEEEF QE 11.7.201
<br /> r TRUSS TO SIDE OF � SEE PLAN F MISC REV'SN 11.29.201
<br /> 2x HEADER W/(2) ROWS (2) 16d NAILS P�R 6 DOUBLE TOP PLATE
<br /> 2x6 BLOCKING AT CLG PARAPET DETAIL 1/S4.3) Q
<br /> (2) ROWS OF 16d OF 16d NAILS C� 12"O.C. �— A35 ANGLE @ 12"O.C. CEILING. REFER TO ARCH DWGS � REVIEW RESP. 2.4.201
<br /> NAILS a 6"O.C. i i i i i i i i i i EDGE NAILWG ___
<br /> , , , , , , , , , FROM TRUSS TO DOUBLE SHEATHING Q ----
<br /> TOP PLATE ��VARIES VARIES
<br /> Y gLOCKING
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