|
� ��`�'�� �
<br /> w,� "'�
<br /> � � � �
<br /> � �������
<br /> ��� �
<br /> ADDED STUDS AT � �� ���
<br /> LEVEL BELOW NAIL END STRINGER ��� �`� � � �, �:
<br /> _' � TO 2x6 NAILER W/ � � � �
<br /> BEAM PERPENDICULAR � � - (3)16d � 16"oc � ��# ,
<br /> TO WALL PER PLAN SHEARWALL PER PLAN
<br /> BLOCK SOLID THRU z�z4 Third Avenue-Suite�oo-Seattle,WA 9H121
<br /> FLOORS AT POST TREAD PER ARCH. a— 1 P� zo6�443�6z�z ssfengineers.com
<br /> LOCATIONS WITH � •
<br /> 934 Broadway- Tacoma, WA g84oz
<br /> . VERTICAL GRAIN
<br /> P� 253•2$4•947o ss engineers.com
<br /> BLOCKING TO MATCH -' PER ARCH.
<br /> BUILT-UP COL. ABOVE � I -°�' 3/4" PLYWOOD Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> I I `�i KICK PLATE 3/4" PLYWOOD �� 3 OZ —�` —OO
<br /> JOIST PER PLAN- – I I � �
<br /> I I �• `� SHEATHING
<br /> Ih. a
<br /> , ,�\ ��.e 1 � �
<br /> � � E
<br /> � � �'� � ��rr� - �
<br /> 16d � 4"oc AT LAST '� � 2 SHEARWALL PER PLAN 2 IF SHEARWALL OR `"`�� ��` � ,
<br /> OR SINGLE ADDED STUD _ ` � � �� � . � �- ���
<br /> , � _ 16d (� 12 oc AT � �n
<br /> �� 2x6 NAILER W '� "
<br /> 16d � 2 oc AT TYP. DOUBLE TOP � � OTHER WALLS o �»2$ .�
<br /> � �
<br /> 3 16d TO EA. ' �
<br /> �`��10� �'��
<br /> FIRST ADDED STUD PLATE PER 10/S4.1 � � �� INTERSECTING WALL �'
<br /> (IF (2) STUDS ADDED) STUD �
<br /> f (see left if shearwall)
<br /> TYPICAL STUDS 13/4" LSL STRINGER LSC HANGER 2x10 (� 16"oc
<br /> , 16d � 12"oc U.N.O.
<br /> C� 24"oc max., U.N.O DRAWN: �
<br /> ON PLAN 6x10 �Es,�N:
<br /> _ T�ical Ri�e Typical L�nding �Rc �,
<br /> ,
<br /> � COLUMN AND BEAM 0 PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCNEDULE c�ECKE�:
<br /> R.JA
<br /> NOTE: COLUMN NAILING IS BUILT-UP COLUMN ALL TREAD AND RTSER �2 BASE PLATE NAILING f'ER SHEARWALL SCHEDULE APPROVED: A�B
<br /> OVER FULL HEIGHT OF PER PLAN DIMENSIONS PER ARCN. •
<br /> COLUMN, FLOOR TO FLOOR �
<br /> �3 16d C� 8"oc
<br /> Detail at �ul�i�S��a�d ol�r�r� at P�rp�ndi�ul�r �. .'� Y i�a! S��ir ��d �c��d�r� ��+�il � o��l h��rw�l� ir���rs���ion�
<br /> Yp � Yp
<br /> �
<br /> REVISIONS:
<br /> PANEL EDGE NAILING OF .
<br /> BLOCKING SHEARWALL BELOW (4)8d INTO •
<br /> BTWN. JOISTS EA. BLOCK
<br /> EXTEND BEAM TO BEAR TYP. DOUBLE TOP PLATE PROVIDE 3�/2" LSL JOIST
<br /> FULLY ON BUILT-UP COLUMN (2)16d OR BLKG. C� SHEARWALLS (2)16d
<br /> BELOW ((2) 2x's MIN.)
<br /> EA. JOIST W/ EDGE NAILING CLOSER EA. BLOCK
<br /> � THAN 4"oc
<br /> BEAM PARALLEL TO WALL I �
<br /> '/ ! '�/ I' (1) JOIST BAY OF
<br /> PER PLAN I I TOP PLATE CONNECTION I , I '� '
<br /> � A35 (at exterior walls only) �/' W/ 16d NAILS OR �', �', � TJI BLKG. C� 48"oc � ,
<br /> OMIT C� HEADERS < 6'-0" A35 W LSL DPD:
<br /> 1
<br /> � � `�' TJT JOISTS PER PLAN � , �
<br /> JOIST PER PLAN (6)16d '�
<br /> , PANEL EDGE NAILING
<br /> TYP. STUDS - BEAM OR HEADER 2x BLOCKING SHEATHING PANEL JOIi�JT 2x BLOCKING
<br /> „
<br /> .� PER PLAN BTWN. STUDS W PANEL EDGE NAILING BTWN. STUDS
<br /> TYPICAL STUDS NAIL W/ 16d (� 12 oc �
<br /> ! �
<br /> PROVIDE (2) BEARING BOTTOM PLATE CONNECTION - f� �
<br /> STUDS U.O.N. PANEL EDGE NAILING • �
<br /> _ ,, ,,
<br /> NOTE: COLUMN NAILING IS �� �� •
<br /> „ �,
<br /> OVER FULL HETGHT OF � � "
<br /> COLUMN, FLOOR TO FLOOR ����,��9 ��I� ����������� ���� PROJECT TITLE:
<br /> Ev�r�tt S�fe �tr��t�
<br /> NOTE:
<br /> SEE SHEARWALL SCHEDULE FOR ALL NAILING AND ��app�rtiv� �i��sing
<br /> CONNECTIONS, NOT OTHERWISE NOTED
<br /> 6200 12th Dr. S.E. �
<br /> Everett, WA 98203 ,
<br /> Det�ii �� A11��t�a$t�d �+�lur°�n t�t P�rc�i��l �.�.'.s T i��l �+����r �� �rt w � ���rir� ����ds T i��! Sh��rvvt�ll �c� �tr���ion
<br /> Y� �� � � �I� �
<br /> ARCHITECT: •
<br /> S��c�r�r�ll S�h�d��� o00000 --
<br /> Mark �h�athing Panel Edge Top Plate �onnecfiion �ase P1ate �onnectio� �����
<br /> �. �
<br /> BLOCK SOLID THRU FLOORS (8)16d � 4"oc STAGGERED (2) 16d C� EA. STUD 2x OR LSL 16d NAILING Nailir�g i� TJI if 2x �r LSL� �t ONO�C� 13 at �c�ncr�te
<br /> AT POST LOCATIONS WITH AT EACH SIDE OF SPLICE ELSEWHERE PER SCNEDULE enviranmental
<br /> ADDED STUDS AT VERTICAL GRAIN BLOCKING W6 15/32" CDX PLYWOOD 8d C� 6"oc 16d � 6"oc A35 � 24"oc 10 16d C� 6"oc 5/�°� A.B. C� 48"oc `�
<br /> TO MATCHBUILT-UP CO�.UMN ,> „ „ „ „ „ „ .
<br /> LEVEL BELOW TOP CHORD SPLICE .
<br /> 10 5 ,
<br /> �
<br /> � 16d NAILING 2x NAILER W4 15/32 CDX PLYWOOD 8d � 4 oc 16d � 4 oc A35 @ 16 oc 16d C� 4 oc /8 � A.B. (� 32 oc �B��pUCll�ky D�SI n Cen�er -
<br /> » ��
<br /> �
<br /> PER SCHEDULE ' � „ ,
<br /> � � 1/2 MAX. TQ , W3 � 15/32 CDX PLYWOOD 8d � 3'oc (2)rows 16d C� 4"oc �� A35 C� 12"oc 10 (2)rows 16d � 6"oc �� 5/8"� A.B. C� 24"oc 402 15th Avenue East
<br /> �i » ,� �, �> » „ » Seattle WA 98112
<br /> A35 AT EXTERIOR � WASH RF - f� w2 � 15/32 CDX PLYWOOD 8d @ 2 oc (2)rows 16d � 4 oc 12 A35 � 9 oc 10 (2)rows 16d C� 4 oc �2 5/8 � A.B. � 16 oc ' •
<br /> W A L L S O N L Y � ' S � � � � �2 5� n P H 2 O 6.3 2 9.8 3 0 0
<br /> BOTTOM CHORD D��a�I A D£tQl� c 2W3� 15 32 CDX PLYWD. EA. SIDE 8d C� 3 oc EA. SIDE n a A35 � 6 oc 3 rows 16d C� 4 oc � e 0 A.B, t� 16 nc FX 206.329.5494
<br /> SPLICE 2W2� 15 32" CDX PLYWD. EA. SIDE 8d C� 2"oc EA. SIDE n a HGA10KT � 8"nc (3 rows 16d C� 4"oc �� 5 8"� A.B. C� 12"oc
<br /> / / \ � � ISSUE:
<br /> 16d � 4"oc AT LAST TYP. DOUBLE 2W2-10� 15/32" CDX PLYWD. EA. SIDE 10d � 2"oc EA. SIDE n/a HGA10KT @ 6"oc (4)rows 16d (� 4"oc � 5/$"� A.B. � 12"oc P�rr�i� ��rr��tior�
<br /> OR SINGLE ADDED STUD TOP PLATE
<br /> ' PER 10/S4.1 OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d � 12"o.c. �(�����'������ ��t �
<br /> (6)16d, KING STUD OO 8d NAILS SHALL BE 0,131"� x 2 1/2" (common) - 16d NAILS SNALL BE 0.135"� x 3 1/2" (box) - lOd NAILS SHALL BE 0.148"� x 3" (common).
<br /> TO HEADER 3���� , , ��2 OO EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCRE'N ANCHORS MAY SHEEI-TITLE: • .
<br /> BE SUBSTITUTED FOR A�ICHOR BOLTS W 4" EMBEDMENT, ALL BOLTS SHALL HAVE 3" x 3" x 1 �" MIN. PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO •
<br /> TYPICAL STUDS min tYP• WITHIN 1/2" OF THE EDGE OF THE BOT OM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. T�p���i
<br /> � .
<br /> MULTI-JOIST HEADER I�—pLYW00D • OO 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. ���� ������1�
<br /> PER PLAN I 6'-0" min. BETWEEN SPLICES j EDGE NAILING EDGE °
<br /> 16d � 2"oc AT FIRST -� '� OVER EA. STUD � , SEE DETAIL B. WHERE 3x S7UDS ARE USED FOR W2, STAGGER NAILS AT ADJOTNING PANEL EDGES. ��t�e,�
<br /> ADDED STUD (IF 2 -� 16d C� 12"oc U.N.O. � ' I � � . OO 3x FOUNDATION SILL PLATES ARE REQUIRED FOR 2W3 AND 2W2. 3x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES AND PANEL JOINTS
<br /> STUDS ADDED o SHALL 8E OFFSET EACH SIDE OF WALL. STAGGER NAILS AT ADJOINING PANEL EDGES, 3x STUD, MIN., REQUIRED AT END OF SHEARWALL. sca�E:
<br /> � � SPLICE TO OCCUR AT� � i � � OO TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SINGLE-SIDED SHEARWALLS. ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. 3/4" _ �'-o" U.N.O.
<br /> PROVIDE (1) BEARING STUD �— � 16d NAILING—�- �� DATE:
<br /> MIN. AT HEADERS < 6'-0" OF VERT. STUD TYP. 1/2 SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS.
<br /> BUILT-UP STUD � � rY
<br /> PER SCHEDULE Janua 26 2018
<br /> AND (2) BEARING STUDS , stagger ' O ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. � �
<br /> COLUMN PER PLAN '���{��� � ' O 7 16" O.S.B. MAY BE SUBSITUTED FOR 15 32" CDX, EXCEPT AT 10d PANEL EDGE NAILING. PROJECT N0:
<br /> AT HEADERS < 12'-0" . � I 00306-2016-07
<br /> PLAN VIEW AT ABUTTING PANEL O LTP4's (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. sHEE-r rvo: �
<br /> NOTE: COLUMN NAILING SHOWN IS OVER EDGES OF W3 & W2 ������ D �o A 2x NAILER ATTACHED �V/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CUNTRACTORS OPTION.
<br /> FULL HEIGHT OF COLUMN, FLOOR TO FLOOR �� STAGGER NAILS IN ROW W/ 1/2" MIN. O�FSET. '
<br /> �2 MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1 f2", STAGGER NAILS 1/2" BETWEEN ROWS, AND MINIMUM RIM OR JOIST 3 1/2" WIDE. SEE DETAIL D
<br /> 13 LUL RIMS PERMITTED AT Wo WALL ONLY �
<br /> � icc�i T� P��t� S li�� � Sl���rwall S�h�dul� � ����t4��d �r�� � `�w� Si��s
<br /> Y� p � �' � )
<br /> N0: OF SHEEfS:
<br /> Et-
<br />
|