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<br /> SiUDS PER . TOP PLATE SPLICE WOOD SHEAR WALL NAILING SCHEDULE
<br /> HOLD-DOWN PFR PLAN & SCHEDULE
<br /> NOTE: SCHEDULE (ALL VALUES ARE BASED ON IBC �009 FOR STRUCTURAL PANEL SHEAR WALL WfTH FRAMING OF DOUGLAS-FIR-LARCH)
<br /> 1. WHERE WOOD COLUMNS ARE SHOWN ON THE - - - - - - - - � � W � ~ � � - - - -'- - r - - - � - � - 4 ; � � v � T - - BREAK IN SHEAR
<br /> i_i_ _ _ � � T _ ,_� _ _i� _ _ .i.. � - -�,. _ _ .� r _ _i� _ _ ..r - _i� _ _ .� � �;r _ _i_� ALLOWABLE ALLOWABLE
<br /> PLAN DRAWINGS AT THE ENDS OF SHEAR WALLS, •, , , ,•, ,•., , •, ,•, ,•., ,•, ,�, ,•., ,•, , ,�,�.� ,•, WALL SHEATHING WALL BOUNDARIES I FOUNDATION 6/ WALL
<br /> PROVIDE THE LARGER NUMBER OF STUDS SHOWN �•� � •� � �•.� � � � � � �:•� � � � � �'.� � � �•� �:•;_ _ � �' - EDGE NAILING PER � FAS�iENER T/WALL TOP PLATE SHEAR SHEAR
<br /> . ,, r - - =� , �- :�-�' �-: : � :�.-.-:� �-. •-� r: - -� .�-: -_ =� ,�- - �'•r � , .r � :- :-,.�. . AND PANEL EDGES I SILL PLATE SOLE PLATE � -
<br /> IN THE COLUMN SCHEDULE OR AS SHOWN IN ' i' i'-'= 'i i �' =i•-i='i'� = �i'-i --i:'i �'-i'i-'i'i-'i:'i-`i'i-'-'- � i � �iT"�'�r i SHEAR WALL SCHEDULE � SPACING AT (LBS/FT) (LBS/FT) �
<br /> SHEATHING NUMBER �
<br /> THE HOLD-DOWN SCHEDULE. �'� , �'� � �•;� � a � � �•:� � � � E �-:� � � �' � �.•� , j ,' SHEAR WALL PANEL� SIZE OF INTERMEDIATE � �� �
<br /> • i i - i i•i r.� � i•i/ r.i ,•i �• i r.i i•i � i� i•;i-- i•� SYMBOL 1NICKNESS OF SIDES FASTENER � �� ��'
<br /> i r � �. i i i .� i i i �( i .i i i i i i .i i i i.i ,-�- --1 . FRAMING
<br /> (IN} SHEATNING I ANCHORAGE BOTTOM OF WALL TOP OF WALL �
<br /> � � � � � � '•� � � �[� �;-� � � � � �;•� � � � � �•.� i � � FRAMING FASTENER I FRAMING FRAMING C�
<br /> NAIL SIZE & SPACING � • , ,_`_�_IJ ,',� ,:,, ,', ' , �.•, , '� ,', ,.., ,', , ,' ,•,,_�_ ,' , \ MEMBERS TO CONCRETE CONNECTION CONNECTION SEISMIC WIND �
<br /> INIERMEDIATE FRAMING i i � �i .`i i i i i i.'i i i + i �.•i � � i•� i,•� � r•i �' 1 SIZE SPACING SIZE (MAX SPACING) SIZE TO BLOCKING TO BLOCKING '�"' �
<br /> MEMBERS PER SHEAR WALL •' '.� ,� ' '.' ••' '.' '•' '`�' �•' '.' '••' �.' ' '.'. h , ' ,. ' '
<br /> �►;t'1"� ii,ii r'i ii ii i�' i ii ii r'i ii �.ii.'i � i ,� i,
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<br /> i I I I'�i I I I i I'� I I I I• ._ ! +,�
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<br /> SCHEDULE
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<br /> 'i i' i i'i i r.i 'i i'i i•.� i' i i'i r.i i'� i i i•'�.�-���� i� - �
<br /> I• I � I � I I I -I I I I I I I I I I��I I I I I 1'.� � � i I• � 8d „ n n n n n n v `� '�-�>
<br /> NAIL SIZE & SPACING � � �. , i , � �. � �' �.� �. � �;'� �. � �. � �: � �.� � �.�..a � ,., , � � SW-6 15/32 1 „ „ 2x 6 OC 12 OC 2x 5/8 DIA � 48 OC 2x (1} .162 x3 1/2 � 6 OC LTP4 � 3� OC 260 365 '��',�, ��
<br /> PANEL EDGES PER i i � i i� i.•� i i i i i. i i i i i i.•i i i i i i;.i � i i � �-. .131 x2.5 ��� ,:�;�.,�"
<br /> SHEAR WALL SCHEDULE . i i• i �I i i•i i•'i i•i i•i I 'i i•i i� i i.'i i•i i i•i:•i � i•i•i / cv ._ ��'�'��pzo�Ld�`��
<br /> � i ii. � � �•:i ii ii •:i ii ii �•:i ii �.� �•'� i � ii, r
<br /> EAR�THBOUND SEISMIC �' i i i i i i r.i i i i i r.i i i i i i•.i i i i i r;� � i i i 8d I
<br /> HOLD-DOWN DEVICE i � i i i i:�•i i'i i'i i;•i i'i i' i i;•i i'i i i'r i i'i'i
<br /> . � SW-4 15/32 1 „ „ 2x 4" OC 12" OC 3x 5/8" DIA � 48" OC 2x (1) .162"x3 1/2" � 4" OC LTP4 � 20" OC 380 533
<br /> PER MANUFACTURER - � � �-�_� .�.,� L•L _ _�_� L L _ i � L � _ _i� L _ _I J _ J_l 1.►_ ��i_i� '�
<br /> ' ' ' ' ' ' ' ' ` ' ' - 16d NAILS, FULL HEIGHT .131 x2.5
<br /> DISTRIBUTE PANEL NAIL � �
<br /> SPACING EQUALLY i � OF STUDS. PLACE AT - DBL 2X STUD ��
<br /> SAME SPACING AS EDGE
<br /> 01JER ALL BUNDLED SOLID BLOCKING AT FASTENER SIZE & SPACING NAILING PER SHEAR WALL 8d 3" OC 5/8" DIA � 32" OC
<br /> S1UDS PANEL EDGES (TYP) PER SHEAR WALL SCHEDULE. I SEE SW-3 15/32 1 „ „ 3x 12" OC 3x & SEE NOTE 12 2x (2) .�62"x3 1/2" � 3" OC LTP4 � 16" OC 490 685
<br /> AND STUD SIZE PER (USE OF THREADED INSERT T S�S� SCHEDULE. AT DBL-SIDED .131 x2.5 STAGGERED ( )
<br /> SHEAR WALL SCHEDULE AT SILL INSTEAD OF J-BOLT SHEARWALLS, PROVIDE (2)
<br /> ACCEPTABLIE SEE F/S5.04.) ROWS OF NAILS WITH SAME
<br /> SEE SHEAR WALL SCHEDULE ANCHOR BOLTS AT 48" OC SPACING AS EDGE NAILING 8d 2" OC
<br /> FOR SILL SIZE AND SOLE PLATE PER SHEAR W,ALL SCHEDULE. SW-2 15/32 1 „ „ 3x 12" OC 3x 5/8" DIA � 24" OC 2x (2) .162"x3 1/2" � 2" OC LTP4 � 12" OC 640 895
<br /> AT NON-SHEAR WALLS .131 x2.5 STAGGERED
<br /> � VJ
<br /> SW2-10d 15/32 1 10d � "
<br /> " " �� STAGGERED 12" OC 3x 5/8"� AB � 24" OC 2x (2}:162"x3 1/2" � 2" OC A35 �0'�OC FAR SIDE �a ��� ��
<br /> ,148 x3 U
<br /> SHEAR WALL NAILING DETAIL EARTHBOUND HOLD-DOWNS NO SCALE B TYP DOUBLE STUD STITCH NAILING AT SHEAR WALL NO SCALE C ����� ����� �
<br /> � ) ��
<br /> 2SW-2 15/32 2 8d „ 3x STAGG�ERED 12" OC 3x 5/8"� AB � 16" OC 2x (2) ROWS„OF „ LTP4 � 12" OR 1280 1790 � �
<br /> .131 x2,5 (2) .162 x3 1/2 � 2 OC A35 � 12 OC FA SIDE �
<br /> �
<br /> 10d 3" OC �, M �� (2) ROWS OF LTP4 � 10" OC �"""�"
<br /> CENTER AB ON SILL PLAIE SHEAR WALL SHEATHING SILL BOLT SIZE AND SPACING 2SW2-10d 15/32 2 .148"x3" 3x STAGGERED 12 OC 3x 5/8 � AB � 12 OC 2x (2� .162"x3 1/2" � 2" OC A35 � 10" OC FAR SIDE 1600 2240
<br /> SHEATFIING AT
<br /> AT EXTERIOR WALLS PER SHEAR WALL SCHEDULE, PER SHEAR WALL SCHEDULE,
<br /> SHEAR WALLS SILL BOLT PER TYPICAL TYP TYP, CENTERED ON SIL'L PLATE
<br /> BEARING WALL NOTES:_
<br /> SILL PL PER SHEAR WALL �, C�
<br /> FRAMING, G/S5.01, OR „ �� SCHEDULE, TYP -� 1. ALL PANEL EDGES BLOCKED IMTH FRAMING SIZE PER SCHEDULE. � a
<br /> SHEAR WALL SCHEDULE 1/2 MAX 1/2 MAX 2, INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. � BOUNDARY STUDS � � o
<br /> PANEL EDGE NAILING - 1/2" MAX PER PLAN AND F/S5.06 �n �
<br /> AT SHEAR WALL ---� 3. REFER TO 6/S5.04 FOR SHEAR WALL NAILING DETAIL. �; � ' �'
<br /> � � � �
<br /> T/SLAB M �� M �* „ n M „ „ 4. WHERE NAIL SPACING IS LESS 1'HAN 4" OC, STAGGER EDGE NAILING 1/2". � Z Q ¢ � � > �
<br /> P A N E L �-- 5 x 3 x 1/4 3 x 3 x 1/4 3 x 3 x 1/4 5. D O U B L E 2 x S T U D S M A Y B E U S E D I N L I E U O F S I N G L E 3 x A T W A L L B O U N D A R I E S A N D P A N E L E D G E S W H E R E � -� -� d o �' � �
<br /> � �`-� E��E S T�E L °L S T E E L P L S�� °L R E Q'D A 6 0 1�. D O U B L.� 2�,'S S H A L L B E S T I i C H N A I L E D T O G E T H�P �E R C�S S.v�. � � � �� � � �r'
<br /> � -� �-- THREADED INSERT NAILING, WASHER WASHER WASHER „ �' � � � � �'
<br /> I I _ 6. FOR TWO-SIDED SHEAR WALLS 1MTH NAIL SPACING LESS 7HAN 6 OC, PANEL JOINTS SHALL BE OFFSET TO r ��� ,�.�� � 2�� .� ��� � ��y� � ��,���F��� j � �, �o � � � r�
<br /> T� FALL ON DIFFERENT FRAMING MEMBERS OR 3x FRAMING OR TNICKER SHALL BE USED AND NAILS ON EACH '�� ��'�`��'�'���� ���` ��'���`��'�Z�`���� � � ����'� '� A��`�`5�"��'�'' ° � n N N `r r
<br /> � � �_ I SW-J
<br /> I I �� T SLAB SIDE OF WALL SNALL BE STAGGERED.
<br /> I I "' �� 7. PROVIDE ADDITIONAL ROW OF BLOCKING BELOW WHERE "2 ROWS OF NAILING" ARE REQUIRED. X
<br /> II �
<br /> CONCRETE SLAB SLAB 8. NAILS SHALL BE HOT-DIPPED GALVANIZED AT PRESSURE-TREATED AND FIRE-TREATED FRAMING. SHEAR WALL ID
<br /> OR FDN EDGE-- 9. SEE H/S5.04 FOR STEEL PLATE WASHERS AT SILL BOLIS. STANDARD WASHERS MAY BE USED - HOLD-DOWN PER PLAN
<br /> �.. � �. AT SOLE PLATE CONDITIONS. AND G/S5�06
<br /> " ANCHOR STAND ,
<br /> 10, 5/8"� ANCNOR BOLTS TO HAVE 6" EMBEDMENT MIN. SHEAR-WALL LE END
<br /> �CONCRETE 11. REfER TO THIS SHEET FOR TYPICAL CONSTRUCTION DETAILS.
<br /> � SLAB OR
<br /> ' ' FDN
<br /> HEAVY HEX NUT OPTIONAL NAILS (TYP) EXTER[OR INTERIOR INTERIOR
<br /> 6x SHEAR Vl�ALL 4x SHEAR tN,ALL 6x SHEAR WALL
<br /> � �
<br /> �
<br /> NO SCALE K W C°
<br /> TYPICAL SILL BOLT DETAIL NO SCALE F TYPICAL SILL BOLT PLATE WASHERS NO SCALE H WOOD SHEAR WALL NAILING SCHEDULE � ..
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<br /> SHEAR WALL INTERSECTION NAILING � � �
<br /> ADDED STUD SEE
<br /> K/S5.04 FOR HOLD DOWN (SEE L, M, N, P/S5.44�
<br /> FRAMING SIZE AT
<br /> WALL BOUNDARIES -� HOLD DOWN WALL TYPE NAILING
<br /> EDGE NAILING EDGE NAILING � D . ��
<br /> �- SEE Q/S5.04 FOR CORNER WALL NAILING SEE Q/S5.04 FOR CORNER WALL NAILING EQUALLY DISTRIBUTED EQUALLY DISTRIBUTED ��oF ��sHf�,�'
<br /> OVER BOUNDARY STUDS +' OVER BOUNDARY STUDS -- SW-6 (1) 16d � 6u OC �� �
<br /> BOUNDARY STUDS
<br /> - EDGE NAIL
<br /> EDGE NAILING -- PER PLAN
<br /> „ SW-4 {1) 16d � 4" OC
<br /> 16d � 12 OC -�. EDGE NAILING - - ���IoxAL �,,��`�
<br /> ,0 27462 �.
<br /> HOLD DOWN �' ���IST�� �w
<br /> EDGE NAILING ---1. HOLD DOWN SEE Q/S5.04 FOR CORNER WALL NAILING SW-3 {1} 16d � 3" OC Qfi-21-13
<br /> BOUNDARY STUDS �' SW-2 (1) 16d � 2" OC
<br /> Revisions
<br /> -� �fid � �2" p� ------�'' PER PLAN
<br /> $W2-��d (1) 16d � 2„ �� PRE-PERMI7R�VIEW
<br /> �''---� BOUNDARY STUDS PER PLAN BOUNDARY STUDS PER PLAN � EDGE NAILING IF 05/22/2013
<br /> 1RIMMER STUD .� TRIMMER STUD___-� SEE QJS5.04 FOR CORNER WALL NAILING SHEATHING IS PRESENT (2) ROWS OF 16d � 2" OC PERMITSUBMITTAL
<br /> EDGE NAILING IF 2SW-2 (SEE H/S5.04) osr�9�2o�s
<br /> EDGE NAILING EDGE NAILING SHEATFIING IS PRESENT � SEE Q/S5.04 FOR CORNER WALL NAILING -- - -
<br /> NOTE: EQUALLY DISIRIBUTED Np�� EQUALLY DISTRIBUTED NOTE: 2SW2-10d (2) ROWS OF 16d � 2" OC 09�Rnai2 3EPONSE
<br /> SEE S/S5.06 FOR HOLD DOWN LOCATION OVER BOUNDARY STUDS SEE S/S5.06 FOR HOLD DOWN LOCATION OVER BOUNDARY STUDS SEE S/S5.06 FOR HOLD DOWN LOCATION �- (SEE H/S5.04)
<br /> SEE S/S5,06 FOR H(?I..D DOWN LOCATION NOTES:
<br /> 1. WALIL TYPE REFERENCES WALL AT INTERSECTION WITHOUT
<br /> � HOLD-DOWN SHOWN DETAIL L, M, N, P/S5.04
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<br /> `� SHEAR WALL INTERSECTION DETAIL NO SCALE L SHEAR WALL INTERSECTION DETAIL NO SCALE M SHEAR WALL INTERSECTION DETAIL NO SCALE N SHEAR WALL INTERSECTION DETAIL NO SCALE P SHEAR WALL INTERSECTION NAILING NO SCALE C�
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<br /> � MATCH NAIL & SPACING
<br /> �' PER SHEAR WALL
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<br /> o - �-- PANEL JOINT Date: 06/2112013
<br /> � Q
<br /> � " Job No: 113041
<br /> ¢ � SHEAR WALL
<br /> � � PER PL
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