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� <br /> tVC}TE. 2x OR 3x BLUCKIfVG ONLY ���������I��� <br /> STAGGER 5HfATHiNt�AS � <br /> IF B�t�CKEC}p€APNR�IGM FdR 2x4 STUpS,PRC7VIpE SINGI.£ <br /> SHC3WN. (IBC TABLE � � <br /> 23fl6.3.3,CASE 10R 3) IS SI'ECIFIED � ��t� 4TH 14YE. S. SUITE 20Q <br /> RC}W C}F�3AlL.S STAGGER�D EA SIDE EDMON[}S WA:SHINGTOIV �$t�20 <br /> FRAMING MEMBERS Wj ;� � tNITH 1 1/2" EQG��}15TANCE. FC7R <br /> � 1hfTERMEC?IATE ,PACING P�R pIA�3 t-``s `� 2x6 STUDS, PRE31fIRE{2)RUWS�}F PHE}NE {4Z5} 778-850t� <br /> FRAMINfia MEMBERS `�'' � NA4�.S S�'A�Ep AT 2 1/,�"WJ 1, 1�2,� FAX {42'�� 778-553$ <br /> SH�ATHI�IG EC7GE E�lSTANCE <br /> PANELf TYP �� r � <br /> �`"�� 9"C1C MAX SPACING BE7'WEEN <br /> ___-- <br /> __ ADIACENT�fAIES IN A RC3W <br /> STAGGER NAILS t}N EA SfDE C�'J�lTIIVU�U5 — <br /> _ A[?1ACENT NA1LS I�1 A <br /> OF PANE�.3C}I�IT AS REC�.`t1IRED . PANEL E[7�E� � -=�--_ I I �Qw���-�cr s� <br /> r <br /> PE#�SH�AR VYA�.}.SGHE�3 PANEL E€7GE NAI�lNG I f��-����_____�_� '���~ C7REVEN FRQM <br /> PER SHEAR WAL(� f}PPOSlTE SIDES,TYP <br /> so��._.�+.:�....� � +.� �.� �a.. �.......��..��� ��.�,T.�.-.R�� �......� �...,��...�,..�...�. • J411 E L7���F E I� '"'=--..a.�_ ��_ �tl . <br /> .�..,��.�.i._..�...� «.4 ��..e,..�...�� �.-.,.�.,.�� .��.�...��. �e��.� .� .�.. <br /> ',� _�_ n_ �__ �__ �,_�___��� PAAtE�.��GE NAI�ItdG fNTC3 _— -- — — — <br /> � � � � � � � � � i � i i � � � Mo�oow� ��c��tos,n� I I ,. I ==�f-F---- -� � �� „ . <br /> 1 I I t 1 4 ` 1 1 I I j � l I� �, �`�-� � t}.131 �x 3 NAILS,TYP <br /> r � ii � i _ I �� ��� 11 <br /> E � � � t � i i i � � 1 � � � IIUTE�tMEDIATE I`� � � s I� ,�� �, � <br /> HEAOER PER PLAN � � 1 1 1 ! k I I I 1 I f � � I NAILING @ 12"�C _--- J� , � � ,pp,,�' �g �*�,,5,�, �'!� <br /> � #�� ��� �#� �*� �t# �r�. � �t �.. s �r - -.. � � <br /> •I � I ( ! 1 1 I 1 { I # 1 1 1 1 � PANE! Ef3GE5 _... �.. _. ..... _.. � .� _ '�' �� ` _ ` "�j•G� r3 <br /> i � � i i i �,�� i � a � ► ► � � i � �.� _ � 1 I � �-I-�---- � �fi B��us���a�ax-rc� � � ,, . � <br /> 1•# � 1 1 I I `— FRAMING AT ADJC}lNiNG � I � SHEATHING PfR PIAN ANQ �.�-�"- _ <br /> �',. .. :. <br /> I I 1 t I � � � ��`; BUIE.T-UA COLUNfNS <br /> C�IPPI.E S"�Uf3S PER � I I � I { i i I • � � j PANE�Ef3GES PER SHfAR � 1 � # SHEAR 1tVA�C SCHEt7UCE � "`�� f � �� �"���" '-��`i-% -�` ���-, 1V <br /> PLAN� [3p NC3T GUT � I i � 1•� 1•! I k �•� WALL SCHE£� • � �` � '� <br /> AWAY MATERIAL FR�7M � �• I E 1 # I��� � J � I � � � �S, L '� <br /> �VAL <br /> ��tIPPLE Si'UDS j � ! 1 E I � L � � ° ° r � � 1 � 1 I Ht7LD4WN CHt}Rt7 PER �'� �� <br /> � � � I 1 1 1. I 1 � � I 1 t i C j � ��� SCHECI�ILE. REFER TC} <br /> ►•► s � , � � � „ � � � ► TYPI��L FLC�t�f� R�t�� SHE,�THI�G DETAIL TYP�C�L. �I�ILT-�!� STUD �Q�UMN DETA1� ��li�;!t? <br /> � 1 1 j i � I I � �I I.j N � E � 1 1 � 1 'TYPICAL BUlLT-UP <br /> I 1 !*i 1 1 I �•� • • !• COLUMN D�TAI� � SCAtE: NTS � SCRL£: 1"=1`_q'� <br /> � F�1LL-HEIGHT � I•I � i � I I t* f [ I ( I 1 i <br /> HtJLD(7tNN CNC}R(7 � I 1 � f � I 1 I »� � I � 1 1 f t I � <br /> � CI � I ( II I, ! I � , -JL*__�__,���_s.,..*_.� �.�_�_ <br /> t � F � ;..��� e.....���� t�..�� <br /> � I�I � � 1 I1 I •E EI il # � � # w <br /> � I I � f•� I I I � E•l �•� Is! 1#1 ADI�lTI4Nlh�ENC}STl3D <br /> � I•} � 1 � I I I � � � I I ! 1 I 1 IF REt�U1REp Tfl <br /> � I I r i j I I Is�� 1 � 1 I i I 1 1 PRC?VIDE <br /> � r�i i � � i � r � r � � � � � � � cau����s�r��c�o� <br /> � I # � ! � I I I •i { I i � I t t t H�LC}C>WN BOLI'S ' TYP p(�UBLE <br /> � I I � �*t !•I I I 1„� �.� I�1 i�l T€7P PLAT� <br /> � ��� ' I j I 1 li•f j j I I j j } } HOLDt�WN ANCHdRAGE <br /> 1 � i I l� � I a ! 1 I t } E PER PLAN AND SCHE�UE.E ,..a <br /> AB Wj S1M�S{7N BP � i 1 1 f � � 1 # t f 1 I ! --- (2}RC}W�OF(8}0.131"QS x 3" }.- <br /> PL WASNER,TYP {.1 I *I f«l �.� 1�1 t�l 1/2°TQ 21 4" E�iCt NAI�.S @ 3'� (J�EA SI[}E QF 1� <br /> . � � � i � � � t � s�nn�sc��ccvw cau�G�� � s���cE�n�a�z� ���� oc <br /> � 1t C SHEATNEDEDGE � � <br /> .f � � 1 1 I I t t NUT Wj S1ZE TC?MATCH D15TANCEf TYP „ <br /> I ! 1 � E � I I � 1 I i PIAI"E WASHEI� EL5E1NFi�RE Wf 1 1/2 EE7GE SfMPS�N A3S{QNLY � � � <br /> 1 4 fi � � HC}k.DE}WN ANCHC}RAGE QISTANCE „ REQUIRED AT EXTERtQR � � <br /> PT SlLL Pl. PER SHEAR 1 1 I# ! 1 � t � f 1 3 1 PER SNEAEt 3 0� (L � <br /> WALL SCNE� '.j j*�� � �.I �.{ t�f t�l WAI�L SCHEp '�-V I PACING HEADERS�aFtEATER � }..�. <br /> TMAN 6'5PAN� � � <br /> ! 1 t � � 1 ! f ! 1 ! � PAR3�L EDGE � � t7C <br /> .�______..�. __ _ ...11__ # � � i A ( p��^ (} [y (� �y • '. <br /> s • s • r • _��..�_...._��_.l!_...___..._.,._i ��� � '. . *, � f� ii W ll.l <br /> • • i M ♦ • �t1�4�tYt3 1"�fl�f�}�AR � � q <br /> (6j 0.132 QS x 3 tJAILS t� � <br /> i� � � i! �� ;�_;__:_-��--;---;-� wa��s���� a i i � �-aPc�e��t� <br /> jj � I 1 1 1 1 ; C�NTINUE Ht}LDt}WN CHC}RD I 1 ° SPLICE AT LQCAI'1C}N�WMERE IT IS NC�T POSSIB�,E E3C}TTUM TYf�ICAL STUDS h <br /> ,� 1 1 1 I i l TO F4UNDATION TO lIUS�'ALI,THE SPECIFIED(�.131 �b �Ht�RD W ,` <br /> I i I ( I l SPCICE h1A(LS,THE C�JNTRACT4R SHAL,L SPLfCE BEAM OR HEAE}ER PER p '�. <br /> �-;�-'�`"' :`1'�-f--`:--': INSTALf.S1MPSflN CS2C1 STRAPS EA SIC�E PIA�J AND NC}TES <br /> , � 5ECTIQN A-A ' c��w�c��r s��ic�. INSTALi,EA STRAP � d��+,+,,�/' <br /> -I I I.—I I I- AB SEZE AND SRACING I�.I i I� 11 ��, sca��:� s�� - a, � WJ(�.�� �oc�A�r Ea��v�.wH����c�-r� <br /> � �' f# ii,,,,, 1 i� "' <br /> CC?tV�RETE F#�C�TlNG PER PIAN ANC}'SNEAR 1! I1 <br /> OR PIY SLAB WA�k.SCNEDUt�E,TYP � � ��1 PI.ATES ARE CUT, iNSTALt CS2Q STRAPS NA1�.1NG PER Tl'P � ' <br /> RIM Bt7ARC3 <br /> OR BL�?CKlhl� 11 AT EA PLATE AND EA SIDE C}F TNE VllA�t., BU�k,T-UP"sT�1�} `Z <br /> I�C}TES: �r CC?NCRETE STEM WAL�, � <br /> Ct7LlJMN DETAIL <br /> 1. REFER T4 STRUCTURAL Nt)TES F�R �G 8'_0" MlN BETWEEN SP�ICES � <br /> ADGI�'iOhJAL INFC7Rt�t1ATIC}h1. C}�SIGN: E3TJ <br /> CONCREI'E �dC}T{NCa RIPPLE STUDS PER PEAN <br /> 2. FC}R SHEAf�WALk.S WHERE NC3 Ht�LD{3WN5 -T- SPL€CES Ta t7CCUR AT A7 HC}k.C}OWNS: PROVI[3E FllE,L HT AND COLUMi�SCHE�U�E OR DRAWN: ZC}S <br /> ARE SPECIFtED�'HE FlRST AB SHALL 8E CE�iTEft f)�VERTICAG STUD F�t�C[34W�1 CNQRDS PER HD SCHEI7. STRl1CTUFtAL NC1TE5 <br /> LC}CATED !�C}T MURE THAN 1,_0��ANL7 NC}T ____ �.... ...�,. �.... .._._ --- (7THERWISE:(1}2x FULt H1' CHEC�: CMJ <br /> L�ss r��r� �7��at��r��a�n�T��s�fta� �nt� =1 I I�I I I- �I I 1�1 I != -1 I 1—1 l I� -rc��cHo��s���c� �oTrc��n cHa��sP��c� JOg Nc�; 1��2s.�o <br /> t�F WALL. <br /> a�-rE: o�/�s��7 <br /> TYPI�A�. SHEAR �lllALL. D�TAI� TYPICA� Tt7P PLATE SPLI�E bETAI� fiY�'I�AL NEADER QETAIL <br /> SCAL.E: 1 - 1-0 � SCPk�E� 1 - 1 {} <br /> C <br /> � SCA�E: �/4 1 0 . <br /> DIAPNRAGM <br /> SHEA71�lIRICa AND �QUNDARY NAII.EftiIG (4a 8d NAfI.S <br /> NAI�ING P�R RC30F PER RC}�F�RAM#NG 1NTC}EA BC.t3CK <br /> � FRAMI�}G PLAN NC}TES PLAN RitJTES <br />' �� <br /> M • <br /> fi • • <br /> EDGE 1UAlLING PE�t PLAN ax aur�c�a���{a��� -� <br /> AtVC�SHEAR W�L� EDGE #��II.IN�a PER PLAN AND RC3{7F SHEATHI�IG AND <br /> SCHEi7ULE C}R EUC�E NAILIi�G PER PCAN 2x6 STUD @ 2x4 CR4SS WALL SHEAR W�LL SCHEI�ULE{�R N�ILING PER E2C3C}� MAX C3VERHAIUG� ��. �x4 B�.t?CKING �� <br /> i STFtUCTURAI,NfJTES,TYP AN[�SHEAR 1NALL 2x8 STUD c�Z 2x6�RQSS WALL STRUCTURAL Nt}T'ES,TYP FRAMIN� PI.AN NC}T�� EACH BRACE ••-�-� <br /> SCHEDULE QR (2} RaWS C�F 0.131"Q�x 3" GABLE ENfl TRUSS I ! � <br /> fl,131"t�x 3" STF�UCTURAL NC17ES,'FYP C� DIAPNRAGIVI B(3UNL�ARY 2x4 B1.00KfN�W/S1C�. t;� . <br />, '� NAlLS a[t�"C1� �lAILS @ g C1C NA[I.fNG PER RC){�F PLATE�!�#lLING PER � �6} 10d <br /> � FRAMING FI.AN NC?TES SHEAR WA�.k,SCtiEDULE SHEATHIN�AND #UAILING T{3 A35 CLiP PER � <br />; MATC�!SHEAR WALL BE�C}1N SW SCHE1��24" <br /> �..t.� <br />; FULL t�EPTH BL�?CKING �?C MAX} � <br /> ����Ea To nna�c[�s�oF� ��t�v�o�{2}2x�o� <br />� � ..,....._...._. QF R00� A35 EACH LINE (1� 2xC DIAGpNA� 1''� �` � <br />; ; (2) RC?WS 4F 0.131"QS x 3" E1��E NAILIPJG PER PI,AN AND Et3CE NA(L,ING P'�R PLAN ANi7 - •� QF BLC}CK1NG S#MPSON I.S7A15 BRACE AT 4'-Q'� pC (°v `✓ <br /> NAIES @ 9"C}C SHEAft VtIAL�SCHEDUI.E C?R SHEAR WA�1.�CNEbULE C}R 51LL PLAT� NAILI�IG • STRAP EACFC SF�LICE � � <br /> 5TRUCTllRAL NOTES,TYP �TRUCCURAL NOTES,7YF� PER SNEAR UVAIL � � � <br /> � S�HEDU�E - � <br /> {z� �ows c���.a.��. �x� .�,„ .�.—,.-�-- .• •: <br /> "'" -- ? �' .� <br /> STUC7 WALt,P'ER Q.131"�tS x 3'" tVA1L5� �"`t3C(EACH S�I?E PRE-ENGINE�RED R(7C7F . . . . <br /> � � � � <br /> FRAMING Pt.�k€�E fVAILS a�,?9"OC (3F PARTY WALI.} TRUSS PE�t PLAN 2x4 BLOCKI�fG � � � <br /> NC}TES,'1"YP SHEATHING AE�C3 2x4 BL{?CKI{�G Ft7R EACH BRACE C� .�..J � <br /> �aTU�WA��.PER FRAMING S�U13�(AI.�PER FRAMINC� PRC3VIDE Bf,�UNQARY �„ <br /> SIMPSt�N H2.SA NAl�1�#G PER plAIV AND (3}TEtUSS SPACES @ Q 0- <br /> PLAR1 Nt3TES,TYP PLAN [�C3TE5,TYP NAILI�IC�AT 1"C}P PLA7E PER 7!E AT EACM`fRUSS S�IEAR WAI_L�CNEDU�E 4'-Ct""tJC MAX NC7�'E, « <br /> SHEATH]NG(OR G1(t(B}AN[? SHEAR WALL�CHEDULE REFER TQ CASE A FQR I""' � <br /> NAI�ING PER Pl.A�1 AND SHEAR SHEl�TNIt�G{C7R GWB�AN€} 5HEATNING�{�R GWB�ANt� SNEATNI#VG AND INFf}RM�TiC►N NC3T � = I"" <br /> WALL 5�HEQU��OR IVAI�ING PER PlAN A(VD�HEAR NAILING PER PLA�1��it�SNEAR NAIL.ING PER FLAN �id Cf3Cf1.ER NAll�a� SPECIFICALLY CAILE�}C7UT L� I""`"� L� '*✓ <br /> STU�WALk FRAMING „ <br /> STRI�CTURA�.NtJTE�,`tYP WAL�SGHEDU�E{}R WAL�SCHEI�k�LE OR AN1�SH�AR WALL 6 C}C OVER EXTENTS <br /> STRUCI`URAL�3C7TES,TfP STRUCTURAL N(71"ES,TYP ;CF{E[7UlE PER PLA�J NaTES� t3F BLOC(CING � I� � �} ;� <br /> k F QPTION A, Bl�OCKlNG AND STRAf�S OPTiC3�! �. BRACiNG .� <br /> '�;[ �``► W <br /> A.CC}R�fER INTERSECTIt}N B. T INTERSEC`E'IC?N C. PARTY WAk.I.INTERSEC7if�N � <br /> TYF�I+�AL �VA�L IIVTERSECTI�N aETAI�. TYPICA� TRUSS SLJPPC�F�T DETA��� TYPI�AL GA�LE ER�D 5E�T1�}�I sH�ET: <br /> � sc��E: ��t =�.f_o+t � sc���: �°�= �.�-a�� � scA�E; a.,, ! �K �„ <br /> ■ <br />