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<br />I �dFRK 54EATHi17G EDGE NAILING rFIELD I�AiUNG 9LL PLATE &�CGPI'1 _��
<br />FhlD
<br />Q i6" CDx ONE 8d �� 6" 0/C 8d �9 12" 0/C 5� o A B. 3 a8' 0/C
<br />, FACE V;/ 2x SLL PLATE
<br />`_-' I� FDCEONEIBa � a" 0/C I8d ��2.. 0/CI Sg'�v/ 2x851� Pfi.,a/C
<br />O1TUld�TUP P�Ai
<br />Cohrd
<br />LT�+4 � 20' 0/C
<br />.v� z= eorro��
<br />VI/ 2x BOTTOM
<br />SHEARWALI=NGTFS
<br />1 nLL SiUDS, BLOCKING. TOP AraD BOTT0�.1 PLATES SHFLL BE HE1d-FIR N0. 2 UNLESS NOiED
<br />OTHERK'i5E ON PLANS. .4LL SHEATHiNG EDCES 61USi BE BACKED WITH 2x OR WiDER fRA1dING
<br />(SEE I•:GTE y3).
<br />2. SHE<THINC MFY BE INSit.LLED EITHER HORIZGNTALLY OR �VFRTICALLY. ALL SHEARYJlLL
<br />� 5��{Ft�THING SSUST EXTE��D TO THE OUTISOE EDGE OF A�L HOLDOWN POSTS F,ND CGRNERS, AND
<br />� �G THE iNSiDE EDGE OF FRA!:�iNG AROUWD OPEMNGS. .
<br />3 R1iERE SHEaTH!NG NAILING IS SHEFRV+nLL p3 ADlD GREATER, ALL FRA611tlG 1.1E!.18ER5
<br />nECENiNG EDG� b1AlUNC PR01:� ABUTiIt�G ?AM1J.LS SHFLL NOT BE LESS THAN A 5;?JGLE 3-�NCH
<br />!^:Or.1RdAL �AE'.�BEf2. ADDITICNaLLY, viHERE Sf�EARV/A�LS ARE SNEAniED ON BOTH FACES. ALL
<br />;TUDS AIJD PLATES R:C�IVING EGGE NAILIPIG FR01d BOTH FACES `dUSi BE A SINGI.E 3-IIdCH
<br />i:01.11Nf.�.ld�!dEER GR vANE� JOINTS I:�USi EE SiHGGEREG. Ir �ACH Oi TriES� CASES 3x
<br />iTUDS hRE REQU�REp UNLE55 5?ECIr�CALLY NOTED OTHERIh'iSE ON THE PLANS BY iHE
<br />Et�GiNEER FOR Sr+EnRYlALLS q? q�iD p<, ;. 2, Si�L nLATE n!ar BE USEp IF TWO Tu.�ES THE
<br />� r.U!dBER OF tir�CHOR BOLTS R�OUIRED BY THE�SHEARW�.LL�SCHEDULE nRE USED AND FRE
<br />=vE��LY SPACED (SEE�2003 �BC SECTIO`� 2}05.3.10). '
<br />• SHEAP.`NALL NAILING CRI iCR1A IS BASED ON TABLE 2306.4.1 OF THE 1!dT=RNATICNAL
<br />: BUILDING CODE ('OR CDx) GR REPORi NER-124 (FpR 058). VALUES ARE BASEO CN HE!d-FIR
<br />�;0. 2 FRHMWG WITN CO!AMON Ni�ILS. -
<br />', �. HOLDO'%+NS a!JD OTH,R COyNECT10NS �.9AY 6� REOUIRED AT THE ENDS OF !dANY
<br />� :NEARY/ALLS. SZES n1aD LOCATIONS OF TNESE COIJD�ECTORS ARE ItIDiCATED ON iHF PLANS.
<br />(iEFEP.70 THE A?FROPRIATE DEiAILS AND/OR HGLD0�5^�l SCHEDUIE FOR ADDITIO�dAL
<br />��HFORM1IAT10'•� REGARDIN; t+NCHOR BOLTS, Ef!BED!lE�lf LENGTH, EiC. WHERE (2) 2M'S ARE USED
<br />� r,S .a HOLDOK'�v PGST, SHEARY;ALL EDGE� NaiLI4G �dUST �E STAGGERED INTO EaCN �,fEt1f3ER OF
<br />iHE PCSi.
<br />� e. ANCHOR BOLTS N�UST BE E�48ECDEU A �AUJIAIU�1 OF 7" INTO CONCRE7E OR GROUTED CIdU,
<br />.�ND SHALL 9E PLACED TO PROViDE A IdWIh1U!.1 OF 2" COVER. PROViDE 3" CO\cR FOR ,
<br />, CONCRETE CASi AGFIPIST SOIL � �
<br />j
<br />-'. ALL A!ACHINE 90LiSSHlLL B= ASTI.f nS07 OR BETTER. HI�TI HSYIK�BOLTS/SIMPSON TITEN
<br />HD BOLTS UF THE�SAtLE UTAI.�ETER AS SHOWN IN THE SH:ARR'ALL SCHEDULE �.1AY BF
<br />SU85?ITUTEp FpR� AtJCHOR BOLTS, INTO �EXISTING CGNCRETE. BOLTS ShfALL BE EME3EDCE') �4
<br />!AIIJIMU�.1 Oi .5" IIJiO EXISTING CO�JCRFiE � - � �
<br />i tl. r.LL NAILS nND CONNEC70R5 IN CO�JTACT VlITH PRESSURE TREn7ED WOGO (EXCEPi ^OR, �
<br />� �aCRITE TREATED W'OOD) �AUST BE HOT OIPPED GALVANIZED. OR STAiNLESS STEEL TO RESIS7
<br />�' �:ORkO510N, � . . . . �
<br />�'� WHERE tOd NnILs nRE�SPACED Ai .S" ON CENIER OR LESS. NniLS MUST BE STAGGERED.
<br />.�0.�05[3 OF COUAL� Of2�GREl.TFR T�{iCKNE55 MAY BE SU�S�iTUTE� FOR CDX SPECiFI[D iN
<br />I 3��FARWALC SCHEUULE� �.�_�_ . ' �
<br />HOI.DO�vN POST. tifF ! � � .
<br />tIOLDOWIJ SCHEDULC :;R C ' �.Er.;GTH OF
<br />� . PLAN fOR �AU'il:'U:' - -I SHEARWALL
<br />.�REOUIRE:FI.'S, � .
<br />I `,:
<br />LOCAT�INl.OF
<br />HO�DOv+N. TO BE
<br />I INSTALLE�
<br />�
<br />�
<br />� �_AT�RAL iYIARI<ING
<br />L. - ---------
<br />FOR DOU�LE SIOED SHEAkWALLS,� THE
<br />SHEATHING ON EACH FACE 1dUST
<br />ExTEND CONiINUOVS BETtvEEN �
<br />HOLD0�9N PQSTS AS SHOYlN: �
<br />� -�� � STfip14RJ � ��� �
<br />\ \�
<br />�TYPE OP HOLDOWPI TO BE iNSTALLED
<br />`SHEARIYALI DESIGNATION - SEE
<br />SH:.AR'1/AL� SCHEDUL� FOR FRAMING.
<br />- NAILI�G�AND -ANCHORAGE '
<br />LEGEND REOUIREMENiS
<br />MODEL
<br />LST!iDBRJ
<br />ftP HuLf�GA6;��PlS�ALLE�JEMBE`DIdENT / 1 MI'NIIdUN . '
<br />, "�'�, I I i � i
<br />ANCHOR THRU BOLiS �
<br />OR � �
<br />�OLT STRAP ECGE le U.; ,
<br />NAILS/SCP,E�"IS _LENGTH DIST ;
<br />tJ/A (24) lOd COML10tJ..-. g" Er,19ED , ti�" NA I NA' I
<br />HOl_pOWN NOTFS
<br />t. ALL-THREAD�BOUS SHaLI COrdFr,��Kt,t TO �,Sirn ti307.
<br />2. R111JIhdUM CONCRETE C061PRESSIVE STREPIGTH f'c = 2500 P51
<br />S. ALI. HOLDOY;NS RECUiRE A(2) 2. POS7 UNLE55 NOTED OTHEBWiSE.� !�DUt1. AND HHD014
<br />RECWRE n•iK6 D Fp 2 r:irdi6�Uti+ PUSi 9Zc, u.ra.0 � s+HERE HOLGGvi�:S nRE uJST,�LLED ir�t0
<br />i�+E Nn�E PAC: OF THE STUD, 7HE STU�$ IdUST BE STITCH NAILED TOGEiHER'Y!� 16d
<br />Sir�Y.ERS STnCGERED � 4" 0/C. . �
<br />. 1.1INildUfd �OGE �ISTFNCE IS FOR FORRfED CONCRE7E ExPOSED TO �+EATHER OR SGIL FOR
<br />CChCREiE CnSi nGair�ST SOiL PROwOE 3" CL'cnR TO aNCFiOR BOLT.
<br />5. NAILS/SCRE'!:S TO HOLDOWN POS7 SHALL BE PER 61ANUrACTUP.ER'S SPECIFIC'rTI0Id5.
<br />6. ALl HOLDOv�u BOLTS �.�UST 9E RE-TiCNiENED JUST PRiOR TO ENC�OSir�G 2riD SiDE OF
<br />tYALL
<br />�DOUBLE TOP PLATE Wj CDGE IiAILING G�HOLDOVJN PER SCHE�ULC ANp
<br />(STnGGER)- � �PLAN (HDGB-SD>` SHOWT!)�
<br />(F3)SHEAH�7�LL EDGF NAIu�dC AT l�;L P�NEL� �{ COORDR�ATc`� AL1..57UD AND
<br />EDGES, BLOCKING AT ALL PAilEL EOGES - pLqTf SIZES w/ SHF�RWALL
<br />\SHERE APPLICFDL[. � � - SCHEDULE REGUIREh1ENTS
<br />OEDGE NAILING TO �iULDOIYN POST (FULL � � •
<br />HEICHTj STAGGER IPJTO OOUBLE STUDS ��� �OEDGE NAILING TO-POSIS;'TRRd
<br />� STUDS ��S 16" ON CENTER . STUUS, AND KWG STUDS
<br />�f1PRESSURE TREATED SILI PLATE PnTH �BEARIfdG 51UD FOR r!EAOER
<br />EDGE WAILIFIC AND ANCHOR �OLTS PER : � "�
<br />SHEARYiALL SCHEDULE. � � � -� QRIM11J015T TO BE Ik" 161ld �
<br />(�TOP PLATE SPLICE NAILING TO BE (B) 16d THICKNESS AT ALL .
<br />SRJKERS (MIN). LAP AB" b11NR,tU!d CENTER SHEARWAILS �. �
<br />SPLICE � ON STUD.
<br />STD. SHEARVI�ALL ELEV,�TION W/ RIM
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<br />STRUCTUR�•.�
<br />NOTES/DEiA:I�
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