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LOGA�TE ANGHOR BOLTS AT SHEAR STUD, B�KG. OR STUD, RIM .1015T OR
<br /> WALLS SUGH THAT EDGE 0� PLATE
<br /> WASHER 15 %2" (MAX.) FROM PLATE R5 OGGURS BLKG. A�5 OGGURS
<br /> WALL SHEATHING OR RIM J015T .
<br /> + t
<br /> MIN. (2) BOLTS IN E,4GH SILL SEGTION PANEL JOINT � � PANEL EDGE �
<br /> � � � �
<br /> 51LL PL,4T� AND ATT,4GHMENT � � �
<br /> PEi2 SHEAl� WALI. SGHEDULE SPf�GING PER � � � , � �-
<br />� � -e- (A 5NON-SHEaR WALLS; MIN. 2x 51�� PLATE SHEARWALL �* i i
<br /> �
<br /> w/ /s � A�NGHOR BO�TS t� 48 O.G.; SGHEDULE � � (3) EQ SPAG�S, � �
<br /> Q EMBEL MIN. 7" INTO GONGRETEJ w � i � TYP. � i
<br /> o �� � i � �
<br /> � WHERE SILL PLAT� IS DRILLED OR NOTGHED '�' . � �
<br /> °� MORE THRN I/3 OF TH� PL.ATE WI DTH, I NSTALL � � � �R �� 5�� fl j � �
<br /> ��=- ONE BOLT EAGH 51DE O� NOTGH � + � P � � �
<br /> ,
<br /> BOTTOM PL�TE ATTAGHMENT TOP PLATE ATTAGHMENT �
<br /> pq�„ �p�� pq� � SHEAR SHEAR WALL P,4NEL PANEL 2x BOTTOM PLATE ANGHOR BOLTING RIM J015T OR BLOGKING
<br />� S W�LL SHEATHING EDGE �DGE NAILING GONNEGTION TO RIM OF SILL PI.�TE TO GONN�GTION TO TOP PL�TE �� �
<br /> TYPE O FiZ4MING O .101ST OR BLOGKING G4NGRETE BELOW 4 5 6 � ` �`
<br /> �° BELOW
<br /> STAGGER �,4. LINE OF 0 _
<br /> (7) BOLT DIA. MIN. NAILING (AT A�LL PANEL 3x PLATE 2x PLATE INTERIOR lN{�LL EXTERIOR WALL � ��
<br /> u � �"��p 2��3 Q,qv
<br /> � �p, `��
<br /> (12 MAX.) EDGES) A5 INDIGRTED `��,�lv �
<br /> 15/32° APA 0.131"�x2�2�� �� i �� �� � �� �� � �� �� �� �� � �� .
<br /> SW-6 ONE-51DE SHTG. 2x � 6" O.G. 0.148 �x3/ � 6 O.G. /a 4� � 4S O.G. /8 d� � 48 O.G. A35 � 16 O.G. LTP4 � I6 O.G.
<br /> � �
<br /> TYPIGAL 51LL Pt.�4� SOLTIN6 - P1.A�N YIEwI s��: xot� I TYPIG/�!. STA�ERED NAILINcS �,v�: � 2 0
<br /> �`t- `�
<br /> � U
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<br /> I� INSTALL P�NE�. SHEATHING EITHEi2 HORIZONTALLY OR VERTIGALLY FOR THE ENTIRE LENGTH OF THE Wi�LL PER PLf�N. ; � c� �
<br /> Qa� � i
<br /> a�-o° P,4NEL EDG� �,� N �
<br /> MIN. PA�N�L G4NTINUOUS PANEL EDGE NAILIN� PER PLAN, SEE 2I54.o O Rl-l- INTERMEDIATE WALL STUDS SHALL BE PER PLAN. i'ROVIDE BAGKING �RAMING AT ALL PP�NEL EDGES ING�.UDING HORIZONT,�L BLOGKING i'ER THE SGHEDULE. o �
<br /> DIMEN510N v a�i �N
<br /> �3 PROVIDE NAILING TO �LL PRNEL EDG�S, TOP � BOTTOM PLA�T�S AND HORIZONTAI.. BLOGKING. PR01lID� TH� S,�ME NAILING PATTERN TO EAGH MULTIPLE N �- �, •
<br /> P1�NEL EDGE NaILING ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' S1UD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FI�AMING MEMBERS w/ 0.131"�P x 2%2" � 12" O.G. N w � �
<br /> PER PLAN �
<br /> '� 2x4 �LAT BLIGC�. �4 EMgED GAST-IN-�'LA�GE 5/S"� �hNGHOR BOLTS �" MIN. (OR EMBED ADHE5IVE ANGHO�Z BOLTS 5 I/2" IN (E) GONGRETE; SEE STRUGTURAL. NOTES). PROVIDE
<br /> 5HE/�THING ,� D�ETAIL A PLAT� YVRSHER 3" x 3" x I/4" �T E,hGH ,4NGHOR BOLT. 51LL PLATES SHALL BE TRERTED PER GENERAL NOTES, AND SH�rLL BE 2x OR 3x PER THE SGHEDULE. ,
<br /> ��.�� � �
<br /> PER PLAN �- - .- - _ _- - ,- - -- - - - - - - - - - Fl.�►T BLOGKINi6 AT PAI�. �DbES ��E REQD,I 5EE DETAIL I/54.0 �OR OTHER REQUIREMENTS. �� as��; �ry... ;���`
<br />, •�- - - - - - - - - - - - - - - -- `� r������
<br /> .I � �� � �'�
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<br /> FIELD NI�IL.ING RT � PANEL EDGE �5 i'ROYIDE HOT DIPPED GALYANIZ�D NAI�S, BOLTS, OR M�TAL PL�TES FOR ALL GONNEGTORS IN GONTA�GT WITH PRESSURE Tfi�E�tTED MEMBERS. t� �:a,.. . ,b.�.. �:.:N:.�.�j
<br /> INTERMEDIATE �RA�MING •� NAILING PER PLAN �
<br /> MEMBERS PER PLAN . G6 PROVIDE 0.131"4� x I-I/2" LONG NAILS FOR GLIPS DIREGTLY ATTAGHED TO FRAMING MEMBERS; PROVIDE 0.131"� x 2-1J2" LOP(G NAILS FOR GLIPS INSTAl��ED � ���;;�;�� � � �:r=,
<br /> � � -•- • • • - - - - - - - -- - - OY�R FLOOR OR WALL SHEATHING ON �f2�MING MEMBERS. 5EE 6/54.1 FOR TOP PLATE SPLIGE. �� �' �
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<br /> 1" yo.� �,� 't ; p?'
<br /> SH�ATHING .lOINT, •� - - - - - -- - - - - - - - � � - -- - � � �
<br /> ,r � �.�� ��
<br /> PAN�L EDGE NAILING i• i .� 2x� NAILER w/ O RIM .1015T/BLOGKING MININNM WIDTf� O� 13/�". STAGG�R NAILS PER 2/54.0 WHERE SPAGING 15 LE55 THAN b" O.G. � ,� � � ��-;
<br /> P�R PLAN, TYP. � '� ; IOd-� NaILS � 6" O.G. r�Y�` ��' � �
<br /> � i'.i z z � �� � � �
<br /> ��� � �n���
<br /> WHE� FULLY BLOGKED .� — —,— — — — — — —- — — —— � — � °-
<br /> t s�:,
<br /> J015T BEYOND AT .1015T
<br /> DIA�PHRAGMS ARE � j•j � -v�' � SPLIGE WHERE OGGURS
<br /> SPEGIFIED ON THE
<br /> PLANS, PROVIDE �� �• � d I�TAIL B
<br /> 2x4 FLAT SLKG. AT '� _ — � — — _ — — _ — — — �' L —_ — Q- P�.E1�SE NAILIMb AT J015'T SPLIGE -
<br /> SHE�THING JOINTS, •�- - - - - - - - - - - - - - .'�- - - -
<br /> SEE DETAIL ,4 •� �
<br /> ��•� I. RUN LONG DIMENSION OF SHEA�THING PI�NELS �
<br /> �' � PERPENDIGUL,4R TO FRA�MING.
<br /> � ��
<br /> _ _ - - - - - ' �- - - -
<br /> - -- - - =- -r T -- = 2. INHERE �RAMING LAP 5fi'LIGE AND SHEATHING .101NT5 Q U A N T U M
<br /> A�RE OF�SET� S� D�TnI� U 1'�LJVV�. C 0 N 5 U L T 1 N G E N 6 1 N E E R S
<br /> 1511 THIRD AVENUE
<br /> T`YPIG/�L. R,DOF A� FLOOR DIAPHRAE'�M 51�ATHIN6 SGALE: NONE 6 'r'J�"�.�tR �..L �� - � ��� SGAL.E: I�NE 8 SUITE323
<br /> SEATTLE,WA 98101
<br /> TEL 206.957.3900
<br /> FAX 206.957.3901
<br /> wvuw.quardumce.com
<br /> QCE t�tOJ.#:18147.01 ORAN'N 9Y:TfN P.N./P.E:JHR/GAE ,
<br /> 2x6 5TUD5 @ I6" O.G.
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<br /> P/T SILL PLATE aND z
<br /> 2�� ATf,4GH. PER I/54.0 W
<br /> SHEATHING AND SHEAR �
<br /> WALL EI�GE N1�ILING PER �
<br /> SHEAR WA�LL SGhI�DUL� (E) SLAB-ON-GRADE
<br /> PER PLAN � �
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<br /> � DETaIL sc�: rior� � 1�TA�IL 5ca�: � I o 1�TaIL 5c�v.e: r�orr� � I 1'1�f'IGAL PERIi�1'ER l+V��I.t. A�T EXI5TIN6 FOI�tDATI�t 5c�: r�or� I 2 ��N�m��
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