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<br /> Zx T4P P�A`TE 1'_6" MA7C. HCl►LDOW1'� SCHEDULE ��t�: liisizoi� � �
<br /> � WIC7TH � � � ��� �r��ir����-�,n� � �
<br /> .� ����: o7os (�
<br /> BHEARWALL&HOLOOWN NOTES(U.N.{).}: Ht}LI}QWN/ FASTEtERS TO FOUNDATIE7?i
<br /> . . . NAI� �NTG Tt� {9} Simpson or equal. �ocate at end of shearwall u.n.o. lnstaE3 �`i'`� sTRAn�(i (2}-sTUDs Nrttv U.N��. :4t�tCHOR*(i}{4} COMM�NTs � � �
<br /> HEADER a�'3 3" �C EW per manufacturer recommendations ivr foundatian minfmum end Q U,�
<br /> fi cfistance and embedment,deepen foundation as requir�d. T-I STFiD14114RJ {38)I{30}-l6d N1�1 („j � �
<br /> �---{�}�X ST�.J�}"".,r' ��� (2} Gonstruct cripple wali sam�as s€�earwall(8W)abave,and � � �
<br /> HEADER P�R P�AN -�` NAIL SHTG Tt�
<br /> gable-end sam�as shearwall(SW)belaw. �
<br /> EXT�ND OVER EACH STUD (3) Requires 3x or(2)2x fnundation s�li plate �.�,
<br /> �����WALL (4} Fhreaded rad and cQupler as required. � .� �
<br /> � (5} Common nai4s,UN�:8d=0.13'E"x2Yz°,9{}d�(}.148"x3", ��„ (�
<br /> <L APA RATED SHTG 8d NAI�,S c�. 3 OG ��a-a.�aa°x��i��,�sd=a.�sz^Xstf°,16d sinker=Q.9d8°x��i<�. i.. 4•
<br /> � PER SW SCHEE) ALL P�ATES {6} install t-r1's on aii trusseslraPters,A35's at 2�"olc on gables& '� � v�
<br /> HEADERS & STUCIS rim oist �r solid blk to to late s�II lafe at fdn u.n.o.;When k
<br /> � HOLQ0INN i ( s} p�' ( ' � ) �
<br /> jry ��R ��� ��}�X P���S specified spacing is less than 2A"alc,instali A35's at roof sa13d (�) ,r r
<br /> NAIL SHTG �ik��n�to sw top paate,and install N1 ar H2.5 on eii � w'"��
<br /> TCZ EACN pLAT� trusses(ra#ters. i.TP4,LTPS or LS50 can be substitt�ted for A35. �
<br /> � Cann.per 5impson 5trong-7ie or equal. _ 1
<br /> — �'+�
<br /> {7} {vlinimum 3x or db(-2x stud Iatn'd wl(2J-16d @ 8"ofe at �
<br /> {2) 5/8"!C�A.B. 8"CC}NC ST�M WALL at�uttin��ane�eages.
<br /> EMBED 7" MIN 2 #�4.VERT EA FACE {8} Anchor boits shat3 be embedded at least 7"into concrete; m
<br /> ' � } there shal!be a minimum of two bolts per piece with one Eaolt
<br /> CQNC S�AB #�3 TIE� @ 8"O.C. Iocated not more than 12�or iess than seven bolt diemeters from
<br /> eaoh end af ihe piece. 2x min PT,u.n.a.
<br /> I i m ����
<br /> SHEARWALL SCHEDULE I]ate, t!1812017
<br /> G{7NT �TG W/ _ �""�� ��
<br /> ����T�� �� � 1ob�i: 070�
<br /> StIEATHING-APPLY TC} SxErl'CHING�C}GE�tAILS*(5) R{70F`I`{}1'OP PI,ATE,
<br /> & BOT � r T � �.axz{ s�s��Laxr st�.r.,PL�TE�Ncxoxs�t
<br /> � �� M 1�, ,�{2) 2x H�'STUDS(c�t6"otc ALL EDGES BLtICKED t�`�€LS*(S) FLOOR TO TUP PLAT� 3"x 3"x 1r�"WASHERS*{8} �
<br /> U.N.Cl.BELOW*{4} (do not penetrate past fliush) &SILL PLATE*(6) �r�J�
<br /> 1-�1�ri or 24 "olc
<br /> SW-1 7/16"C?SS 8d(cu b"olc{l2"o/c fie1�} 16d,� 12 "ote 1 St&"(DxtO"AB's(a; 60"olc 1 !
<br /> A35 r�24 "olc ���
<br /> � � ���� � SW-2 �/16°�SS*(7) 8d a�3"'otc(12"o%�eld} 16d(a� 6"otc A35� 16 "aic 518'"f�xl4"AB's� 48'"olc
<br /> , EtSW TlC6"flSB"(7) 8c3 a 3"�lc(!2"otc Cieltl) SE�BETAiL i �
<br /> * � RAI�ED SNEA� �A�� CRSW)
<br /> Scate; NTS = l,_�„ Section �/iew 001 ����
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<br /> ;_�_r._ __ __. w __ __.___-__ ___� � �
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<br /> , ������'I'�'TE
<br /> ' e �=;���ir���rin j
<br /> r=fi� ���� ��� ��rr�rGv���f>cs, t�r.� �ao��s
<br /> � 'f_ f2u�k 2�SU-t.7�5 t�. {2C5t�? 834�-6"�'cr3 ;
<br /> � I �E��Y��������8.���
<br /> Gener�i Structural l�totes—Unless Noted Otherwise
<br /> GEIERAI. ALL CONSTRUCT[flAi SHALL CONFORM'TO TI3E INTERNATION�L BUILDIPIG COI}E(tBC),2015&DIT[t�N,GR
<br /> O"FHER GQV�RNING C4DE,AS REQUIFtEL}BY LQGfIL 1UR[S�1CT10N.
<br /> EtES1GY LOADS S�E�NCrINEERING PACKET F08 DESiGN LdADS. �jy/
<br /> INSPECTIONS N(?SPECIAI,IlUSPECTIC}NS ARE RE(�UfRED. NOT[FY BUILa1tJG DBPARTMENT F(?ft INSYECTI(7NS KEQUtRED �
<br /> BY LOCAG 3CIft.ISDtCTION. � ` '
<br /> FOUtiDA`CIONS E�TEND FdQTING TC7 UiVDISTLTRBEI3 St7IL OP 2000 PSF SEAKING C APt1CITY. BC?TT4M UF EX'£ERIC}12
<br /> � �
<br /> SHEARWA�.C. P�R PLflN FO�T[Nfi SFIALL BE l,-b„MIN1Iv1LJM BCLOW OC.iTSII1E FIIvISHEI7 GI'tr�DE. �� �
<br /> TIGHT FIT SCJ�.IA B�.K`G CpIYtPACTED FiLL SHt�TJLD CONSIST dF PEtEDt�MINATELY W�LL-GRADED,GRi\NULAR SC7[G,EREE�F ORGANIC
<br /> � — u _ HC]UNDARY NAILS PER PI�AEV MATERTAL A�iD DEBRIS. FiLL SHOULD 8E PLAC�D IN b1AX[�iUM 8"LC7tjSE LtFTS AND COMPAC'TEU Tt)A t�tt*fii�?L3M fIF 45 �
<br /> PERCENT�F THE MAXtMIJM DBNS(TY AT OPTSMUM M(7ISTURE Ct}NTENT L1�TERMI�I�ED BY AST�tiI D-1557`t'EST �� �
<br /> RO�F SHEATHING PER PLAN AROCEI�UItES.
<br /> CQ�VCRETE f c=25�0 PSI MINIMC?i1r15•1!Z SACKS C}F CEMENT PER CUBIC YAR��F COIUCKET6�1NI}A YfAX[MUi4i C}F 6.0 � Q
<br /> GALLCJNS UF lVATGEt PER 44 LB SACtC OF CEME�'F. i4i.AKIMUM SL[JMP IS 4". SEGREGATION C}F tvtATERIALS TC)}3E .r/� �
<br /> PREV ENTEI}. ""���
<br /> 12EINF4RCING STEEL �S BARS AND LARGLR SE[ALL BE GRADE 6Q D�F{JftNIED BARS,AND#3�I+ID#4 BARS S4[ALL SE '��" �
<br /> GRAL7E 4fl,IN ACCC7[tI7ANC�WI'CH ASTM A-6t5. LAP BPLICES 32 BAR 1�IAME1'ERS. WELDED WEftE FAF3RiC SHALL � �
<br /> Ct�NFC}R41 TO ASTtii A�18S�ND SHA�L BE 6JC� W l.4 X W z.4. LAP O?�E FULL M�SE[AT SPLICES. � ��
<br /> TI_l�i&ER�RAt111NG SHAi,E.I�fEET THE FOLL04t�I�iG MINIMUM S1'ANDARDS. � �
<br /> RCI�F FRAMING PER PLAN BEANIS AND PC15T5{4x_A�D GREATER}: DF-L�2 �j �
<br /> NAI�SHEAIHING iT"
<br /> �X L.EIIGER CCIR RDE3F TRUSS) WI TO eLOCKS PER 3C}ISTS 1 STUDS(2x�: HFt#21 S`I'UD *�� �
<br /> '�' 42)- 16d �A STUD SW EOGE NAIUfdG G[,T3E L,AivSINATED BEAMS{GLF3} 2�F-V4{24F-V8 ATCt1NTILEVEKS) � ��
<br /> 2x_TtMBER SHr�LL F3E I£ILN DRIE�. GRAI3�5 SHA.LL CC}NF'ORt�i T4"W��PA CiKADIIdG RULES FC7R 4VESTERt�t LUI�iBER", � �
<br /> � TEiUSSE� (�I� J�tAFTERS P�(�ALLEL �('❑ �1(AL�. SWP�ftPI.AN LATESTEDI"CION. ROOCTRLtSSESSHALLEEDESiC"i'r'EDINACCORC}ANC�WI'I'HTHET.P.I.ANDTFiEIF�C. Ai..I. � �
<br /> Ct71v'NEGTit)NS PER IBC TABI.E 23(k1.R.t.
<br /> EDGE PtAIIING RQC}F LtiAPHRAGM INSTALL MIl*IlI�1U1�i 112"CDX PLYI'dQt?I}{32116)flR 7(16"C?SB SFfEATHINCr. NA[L t1LL SUPPORT�D �
<br /> PER SW SCHED f:DGES AND B�UNI}ARIES t�1TH 8d AT 6"O.C,AND INTEREO[t SUPPORTS WiT�8d AT l2"O.C.;BLC}CK1NG NC1T REQUIREI7. � �
<br /> SHEARWALL PE3Z P�AN �HEARWALL PER PLAN
<br /> TIGH7 �IT SOLII7 BL.K'G 7IGHT FIT ��I�ID �L.K'G T������ FLOOR DL=1PHRAG�1 INSTALL�i1N1�41Utr123i32"T&G STURD-I-FLOOR(24ac)SHEATElING, tiLUE AND NAfL,hS,L � �
<br /> �QUNDARY NAII.S PER P�Ah{ B❑UNDARY NAILS �'ER PLARI �y T��}(- St,`PPORTED EDGES AND BDUNI3AR[ES WITEi Ilid AT 6"(}.C.;AMD I�vTEit1C}K S�PPOR'I'S WiTH IOd AT IZ"O.C.,�3LC}CiCEIVG
<br /> �(f' ��1 I V E.� NOT REQUiR�L7.
<br /> Ri��F SHEATHING PER PLAht R�OF' SHEA7HIhIG PER Pt..Ahf 1S7A21 Wj BLOCKING
<br /> RS REQUIRED(4 iYP) MrSCEI,LANEOUS THE C�NTRAC.Tt}R SHALL VERIFY DI.�VIENSI4NS AND CONDITIC}NS AT 7C7B 51TE. THE COiRTRt\CTOIL N
<br /> SI{r�LL PRflV[DE TEhJPC?Ett1ILY BRACING AS REt�UIRED UNTIL ALE.PERNIANENT C4NNEC"FTONS AND STIFFENIRGS HAVF �
<br /> BEEN li�STAI,J.ED. F3C3 I�dT SC'ALE DR.�#WINGS. YRE-FABRICA`TE131T"E.MS TCI t3E 1IAi�IDLED AND IN5`CALGEI?PE-R �
<br /> MANtJFtiC'S'URER'S RECOMIvtENL}ATIf�NS. I`'' T"`
<br /> � �
<br /> WI�D DES1�N CRITEi2IA:
<br /> � tifli4t[NAI.WINL?SP�ED -85 MPH RISI4 CATEGORX II � a �
<br /> � � [11,TIMATE WIND SPEEJ7-t 10 MPFf [h4POR.TA'vCE,i=I.�
<br /> � TRUSS C�i[��10) PER PL.AN wirrD�xPasut�,t� [tzr=l.ao � �''� �L � 4i1�V�` � `'�.. �
<br /> THtS DRAWINf3 HAS BEEN REVIEW�D Ft�R � � �
<br /> 2X GONTINl.JC111S SE�STMIc DESIGN CR(TERIA: STRLICTURAI.R�QU#REME(�lTS ONI.I'PER �""'`
<br /> R�OF FRAMING PER PL.AN S�LIF1 BLK'G Wi �Qt1tv�.�N�r L�TE�.�oxe��xacEauxE �NE ATtACHECI R��.�VANT DOCUM�N1'S. � �
<br /> � — �X LEDGER W1 C�}- 16d EA STUD t�4tP�R1"A�IC-E,te=i.o ss =t.2s t� F�/t ,g��,�' ^�}�
<br /> SITBCLASS,C7 5�=0.4�} �o,,,,r�#{;� � 6..Ai'����}!rl � .J..
<br /> C�}- lfid EA STl1I1 SE1S�11C DEStGN C�AT.,I� Sos=�.�i3 �y �/ ��1 �^-� �.i �
<br /> SEIS.FORCE ftES.SI`5,A.E5. Soi=0.�3 I"��Y��Y Y�L..' �� ,�
<br /> �AFTERS PERPENDIC�1�..�R TC� Wfi�.L TRUSSES PERPENDICUI�AR TO WALL ��s�cx�rs,as�s���ax= ssosxzu�l�r�=�3�z�te� cs=o.�� t�P��`A���r���t�E��tEr�t�
<br /> RISti C��TEG4FtY I1 It=6.5 (��}������Qfii a•��(viC�3 tz up5t�.
<br /> ����t�,�T,������������. �H E ET:
<br /> 2 �OW R00F SMEAR TRfi�JS�Ef�, TYPICA� � PERF��RTATED SNEAR WA�L �ET�I�
<br /> Scale� �/4" — 1`—�" Scate� 314% = 1'-0"
<br /> �
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