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<br /> PANEL EDGE NAILING OVER �
<br /> ALL HOLDOWN STUDS
<br /> CORNER BARS TO MATCH
<br /> 18
<br /> CORNER BARS TO CROSS WALL HORiZ #4 x---�GR 40 WHERE OCCURS�N
<br /> MATCH CROSS WALL REINF (ALT HOOKS) @4'-0"OC �SHEARWALLESCH DU E
<br /> HORIZ REINF
<br /> FACE OF WALL BEYOND 5/8"QJ @ 48"OC ELSEWHERE
<br /> CORNER BARS TO
<br /> SHEARWALL PER PLAN
<br /> MATCH EXTERIOR CORNER BARS TO SEE PLAN FOR SLAB
<br /> HORIZ REINF MATCH HORIZ REINF THICKNESS AND NAILING PER SHEARWALL �12EA SI�DE OF AB nickerson en ineerin
<br /> SHEARWALL PER PLAN SCHEDULE, TYP g g
<br /> REINFORCING,TYP 2221 Everett Ave#202
<br /> #4 CONT AT OPENINGS Everett,WA 98201
<br /> PANEL EDGE NAILING ALONG FULL SLAB ON GRADE PER PLAN 425.610.4425
<br /> HEIGHT OF H�LDOWN STUDS - " (ELEV PER ARCH)
<br /> I _ Z . C`j
<br /> c Nickerson En ineering,LLC 2018 These
<br /> „ drawings were prepared for the"LEACH
<br /> TYP CORNER ARS O 24 ER I'I HTT HOLDOWN ANCHOR PER PLAN � � � / � � ORESIDENCE"p oject in EVERETT,wa.
<br /> ADDITfONAL BARS 24" � � INSTALL PER MFR's REQUIREMENTS \ \ \ \ \ � \ \
<br /> VERT BARS „� ADDITIONAL \��\��\��\��\��\��\��\�� T h e y a re n o t i n t e n d e d f o r u s e o n a n y o t h e r
<br /> ` �A��V��V��V��V��V��V��� rO
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<br /> 4 VERT BARS 24 I I ������������������������������ / / % / / / / ���� �,.�a��`�,�,��� �
<br /> � � � 5/8"0 AB-HEADED BOLT OR /V/V/V/V/\/V/\/V/V/\ � � / , � � stated drawing sca�e is based on �
<br /> iVA VA VA VA VA VA VA VA VA \ ` V� V��� #4 12"
<br /> �CROSS WALL CROSS WALL � � DOUBLE NUT W�BOTTOM ER& � /���/���/���/���//��/���//�/��///��j� �/�/��,��%� ,�� �j � � ���j �// @ OC HORIZ ss"X za"sneet.
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<br /> � � /A/A/\/\/A/A/A i\ \ #4 18 OC VERT
<br /> � I r- � �A�/���/�� �/���/���//.i�/i, /�./i., � `�' ���A� /�� (AL�T�ERNATE BENDS)
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<br /> Q a a \�/�� ���j� ALL FASTENERS INTO PRESSURE 't . � �c� '�
<br /> DOUBLE CURTAIN SINGLE CURTAIN ° a a a 5� $ 5�� � � � � , � �//� TREATED WOOD SHALL BE GALV �� � t �� Y
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<br /> � � � ° �//AA \// /�AA/�A VA/A/�A� OR STAINLESS STEEL PER � �� �
<br /> �A��A �A,� ��A�� ,��A,�A��� GENERAL STRUCTURAL NOTES � , �� a�� �
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<br /> TYP CORNER BARS @ CONC WALLS & FTGS 4 TYPICAL HTT HOLDOWN ANCHOR s DOWNTURN SLAB @ GARAGE OPNGS 2 FOUNDATION @ SLAB ON GRADE �
<br /> SCALE:3/4"=1'-0" S3,o SCALE:3/4"=1'-0" SCALE:3(4"=1'-0"
<br /> S 3.� S 3.Q SCALE:3/4"=1'-0" L+�.O
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<br /> � No. Date Issue
<br /> , A 10.17.18 Preliminary
<br /> ------ -----_
<br /> �` 0 10.22.18 Building Permit
<br /> � � 1 12.03.18 Revision
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<br /> ����� DETAIL OMITTED 5 . - - - . . � -
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<br /> � scA��:sia��=��-o° S3.0 Sheet Contents ,
<br /> �
<br /> � � FOUNDATION
<br /> ;
<br /> � � DETAILS
<br /> _�\__/�_���_ _ �
<br /> Job No.
<br /> 18-060
<br /> Sheet No.
<br /> �ITY" ��= ���RETT` '
<br /> �EO�IE1/��� ��R PE�tV�I�'
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