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<br /> � �
<br /> ECC or ECCQ SERIES CAP BEAM PER PLAN �
<br /> AS REQD. TO FIT BEAM ., :.
<br /> (E) CONC WALL AND SHOIWN ONEPLAN TYP. DOUBLE TOP PLATE ',
<br /> FOUNDATION
<br /> CUT AND REPLACE SLAB AS :� BASE PLATE NAILING PER
<br /> REQUIRED TO INSTALL FTG �'I �' SHEAR WAI.L SCHEDULE .
<br /> (3) 8d INTO EACH BLOCK � ;� PANEL EDGE NAI�ING PER � � ' �
<br /> -� ~, _' SHEAR WALL SCHEDULE � � ; ,
<br /> ____________ _______�_______ A35 (at exterior walis only)
<br /> — - OMIT � HEADERS < 6'-0"
<br /> , , B�OCKING � 48" OC � A35 CLIP PER - -
<br /> r. ,�- ` � ,�".'.sl � ,a�� ��a��/�a-����a�5���� ��� SHEAR WALL SCHEDULE �-� �
<br /> �. � � ��;r�rO�� �i� �� /`t`�. ����'� N��i���. � i��' x.G��1�.CJ��,u°�'�1
<br /> ,j°V�j���'�'�`��/��`����d`;�`,`t,�`d��:,�'�. __��� _ �� �.�, CC or CCQ SERIES (6)16d . . ��
<br /> CAP AS REQD. TO
<br /> f �`�° �'f:�,P�°��� ;°'�.�� POUR NEW F0011NG TIGHT RF�' FIT BEAM
<br /> � � ' TO BOTTOM OF (E) FQOTING �- PANEL EDGE NAILING PER
<br /> SHEAR WALL SCHEDULE POST PER PLAN TYP. STUDS S T A B B E �' T
<br /> SHEAR WALLS PER PLAN �, BEAM OR HEADER E N o � N E E R � N �,. � � �
<br /> I �� {
<br /> BOTH SIDES OF FIRE WALL �� PER PLAN
<br /> MIN THICKNESS PER PLAN ` ) '# 227 BELLEVUE WAY NE#462 . BEI,LEVUE,WA.98004
<br /> ,�— 0:425.968.5432
<br /> 1 • • PROVIDE (2) BEARING
<br /> STUDS U.O.N. CO�by .
<br /> NEW FOUNDATION W/ REINF Eve ett�WA 98201e
<br /> PER PLAN
<br /> Section at New Foundation � Section at Party Wall 2 Section at Post 3 Section at Header 4 � - • - �
<br /> Scals: 3/4'�1'-0" Scale: 3/4"=1'-0" Scak: 3/4"�1'-0' Scale: 3/4"�1'-0" .
<br /> Design ,
<br /> MPS
<br /> Drawn
<br /> Checked
<br /> PLATE NAILING PER SHEAR PANEL EDGE NAILiNG _
<br /> WALL SCHEDULE OVER ALL HOLQOWN STUDS ' ', SHEATHING CAN BE PLACED ON oate ,
<br /> i i EITHER FACE OF WALL JPC Project No. . .
<br /> EXISIING FLOOR SHEATHING CL POST, PLINTH, & FTG. i �
<br /> NEW OR EXISTiNG PLYWOOD NAILED i HOLDOWN (where occurs) PER ARCH.
<br /> PER SHEAR WALL SCHEDULE '� PER PLAN W/ A.B. PER ' - -
<br /> PANEL EDGE NAILING PER EXISTING FLOQR JOISTS ; POST PER PLAN HOLDOWN SCHEDULE P.T. 2x PLATE W/ A.B. ` •
<br /> SHEAR WALL SCHEDULE (ORIENTATION VARIES) , •
<br /> � CB SERIES PER SHEARWALL SCHEDULE ; �
<br /> ; ' POST BASE 5 8"� � 48"oc elsewhere DOUBLE END STUDS ; ;
<br /> EXISTING 2x RIM JOIST , SHEARWALL PER PLAN � � � ; � No. Date Description ,
<br /> � ' (both walls where indicated) PATCH SLAB ON GRADE ; ; �-,�-zo,a ISSUED FOR PERMIT
<br /> 2 2 EXISTING SLAB, A S R E Q U I R E D HTT4 HOLDOWN W/ � ; 1� �-�-2o,e BUILDING DEPT COMMENT RESPONSE
<br /> A 3 5 C L I P P E R S H E A R W A L L S C H E D U L E '�, M A X SAWCUT SLAB AS (2) #4 C4NT. TOP „ (1 8)-#1 0 x 1 1/2" ; ;
<br /> � R E Q U I R E D A T (1 e a. s i d e o f e a. a.b.) ��I #4 DOWEL x 18 LONG EMBEDDED S D S C R E W S T O E N D ; ; F R A M i N G C O N T.
<br /> 4 w SIMPSON SET XP ADHESIVE STUDS ; � WHERE OCCURS
<br /> M � NEW FOOTING � 24/ OC , � ..
<br /> , ,
<br /> � �
<br /> � SHEARWALL PER PLAN �
<br /> � �
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<br /> , �
<br /> EXISTING SILL PLATE �
<br /> �, --- � . . . . � �
<br /> � . .•
<br /> �•; ` f,�., -----------�- ------------
<br /> \.l!�.���/i\��6 �� �'..�'\�\\��9������.�, �^�sl • �' • Q �' r,,� �, �� `I,����� j � � �a{ j�� �F,✓I �O � � � .. .' � �
<br /> \,'`,°s.�+,✓, ?..{�"O�� :\��s�' i''��+'l�,( f �.�f ,r"� �d r`.'r .J .�� �„�'w ��ii�a �� � �� o A' , „ ,.., � ivw��.� C . . .
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<br /> NEW SIMPSON UFP10 PER SHEAR WALL �, ��,,�,� .,. ,,��, �,\� .` �;m 44�;��'`�,�'�.f , ,� :�., ;, � �,�� � , .�����, ��'�,� `� � , G Q n .
<br /> �..��.,�'�.., , , ,,m.�. �'� , � . ,;�,� `,,`e,��.`�..,� ., ,.°> '° . ,.: , . :,i�',;,`, .,. �, , ;'e°�,:,, � � 5 8 � THREADED ROD
<br /> SCHEDULE MIN 1 EACH END OF WALL) ' #r '``�'` ' ` � ' '� °��` ' ' � °� t� ~� °
<br /> � � �. .
<br /> ; �, � ,
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<br /> � � �, ,.: : ., -� �` � � � �� � �'�� � IDE OF `' ° � � EMBEDDED 12" w�
<br /> FASTEN UP 10 TO PLATE �-` ,`�` . ��� ' �� � �� :� � � �� ` ��� � J` CONT. #4 EA. S ,�� � � a
<br /> �.. .� , � _�_ ___ _.__________.�______.���__�_____�
<br /> EXISTING CONC WALL W (5 SDS 1/4" x 3„ SCREWS � � NEW FOOTING °,���� �,�'r;-`%� 'f,� MONOLITHIC POUR AT ANCHOR BOLT ° ° � a� SIMPSON SET XP ADHESIVE .
<br /> „ #4 DOWEL x 18 LONG � Z ;,� �`�� °��� '::4 ''` CONTRACTORS OPTION � ° � ° �
<br /> A D 0 WALL W/ (2) 1/2 DIA SIMPSON » , PER PLAN n- ¢ �°`��`j'° ` '`� `� ,` a � ` � ' • • '
<br /> TITEN HD SCREWS EMBEDDED MIN 2 3�4", EMBEDDED 4 w� , o � � - =�. � � �� a ��� -� �� �
<br /> PROVIDE STANDARD CUT WASHER AT SIMPSON SET XP � �, W 1
<br /> CONCRETE SCREWS. ADHESIVE, (2) DOWELS � ci (2) #4 CONT. .
<br /> EACH SIDE OF FTG #4 � 18 oc VERT. per plan g�T� ���o pA���'�',�, �� -
<br /> alt. bends OMIT �
<br /> UERTS. � MONO POUR ALL FASTENERS INTO PRESSURE ��� ��F� '
<br /> � : a ���
<br /> TREATED WOOD SHALL BE GALV. �� ' + "� �
<br /> ��: �
<br /> OR STAINLESS STEEL PER �� `` :�
<br /> GENERAL NOTES = ' "�°:Sr� '�� ;� 5-'-2°'8 .
<br /> � �� - ��
<br /> �SS'Ic):�AL �~�
<br /> ,
<br /> Section at Existing Wall 5 Section at New Foundation g Footing at Party Wall 7 HTT4 Hold Down g
<br /> ScaN: 3/4"=1'-0' Scak: 3/4'�1'-0' Scak: 3/4"�1'-0' Scale: 3/4"=1'-0`
<br /> - • .
<br /> SHEARWALL PER PLAN S h e a r w a I I S c h e d u I e O OO OO OO O OO � �
<br /> � � Panel Edge Top Pfate Connection j Base Plate Connection
<br /> �� Mark Sheathing 8
<br /> Nailing if TJI if 2x or LSL 9 at Wood at (N) Concrete at (N) Concrete •
<br /> SWl Y" CDX PLYWOOD 8d � 6"oc 16d C� 6"oc A35 � 24"oc 16d C� 6"oc %"� A.B. (� 48" oc UFP10 � 3'-0" OC
<br /> ,
<br /> _ _ _ _ - — -------- -_ . __ _ ____-- - - - _ --- -- --_ __
<br /> 3 3 2 2 SW2 Y" CDX PLYWOOD 8d � 4"oc 16d (� 4"oc A35 (� 16�oc 16d � 4"oc �"� A.B. � 32" oc UFP10 � 24'-0" OC
<br /> - - --------
<br /> -- -___._. --- _ ___------- - ----_ __-- --- __-- -_ _-_
<br /> „ » � » � � „
<br /> � �� SW3� Y CDX PLYWOOD 8d (� 3 oc (2)rows 16d C� 6 oc A35 (� 12 oc 16d C� 3 oc % � A B � 16 oc UFP10 (� 18'-0» OC
<br /> 1 1 ---- - - ---- --__ - ----- -- -- ___ ___ . . . �
<br /> SW4� Y" CDX PLYWOOD 8d (� 2"oc (2)rows 16d (� 4Y2"oc A35 (� 9"oc (2)rows 16d C� 4Y"oc %»� A.B. � 12" oc UFP10 � 12" OC
<br /> ___ ____--- --- ---- -- ------- - --___ ---- ____
<br /> SHEARWALL PER PLAN ___ __ ____- ---__------ __ ___
<br /> __ _ - _ _ . ..
<br /> 2 I 2 IF SHEARWALL OR �
<br /> 16d C� 12"oc AT O BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d � 12"o.c.
<br /> OTHER WALLS �2 8d NAILS SHALL BE 0.131"� X �" (common) -16d NAILS SHALL BE 0.135" X 3Y" (box)
<br /> INTERSECTING WALL OO EMBED ANCNOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE F ra m i n g Deta i Is �
<br /> (see left if shearwall) 3"X3"�" PLATE WASHERS.
<br /> ,
<br /> O 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF SW3 AND SW4. REFER TO
<br /> DETAIL B. WHERE 3x STUDS ARE USED FOR SW4, STAGGER NAILS AT ADJOINING PANEL EDGES.
<br /> OO TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. �
<br /> Ol PLYWOOD PANEL EDGE NAIUNG PER SHEARWALI SCHEDULE OO ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTHERWISE. .+ �
<br /> 02 BASE PLATE NAILING PER SHEARWALL SCHEDULE OO %s" O.S.B. MAY BE SUBSITUTED FOR Y" CDX. �
<br /> OO LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION.
<br /> �3 16d (� 8"oc OO A 2x NAI�ER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. . •
<br /> ,
<br /> S2 . 0
<br /> Nailing at Shear Wall Intersection � p Shear Wall Schedule � 2
<br /> Scale: 3 4"=1'-0' Scale: 3 4"=1'-0" • '
<br />
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