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<br />_i���.�11�ii`I�`:�LL �l.�IEL��J�L� \�:'�,j,�. ��
<br />1,1A.RK SHEAiHU�1C [DGE NAIL)NG FIELD 1vAILIIdG SILL PLATE & GOPlN. �5 �
<br />F^�G
<br />----Q ig' CDX 0��� 8d � 6" 0/'� 8C � 12" 0/C Sg " P B. � S8" 0/C
<br />FP.CE �'�'/ 2x SILL PL�TE
<br />��6" CDX O��E 8d � a" 0/C 8d � 12" 0/C ��o a.8. a 30" 0/C
<br />FACE ' VJ/ 2x SILL PLAiE
<br />TTCM/TOP PL�TE
<br />CONN �
<br />TP4 �3 20" 0/C �
<br />:4/ 2k BOTTO!d
<br />L?P� � 14" �/(
<br />'d;/ 2x BOiTC�d
<br />I
<br />SHFARVJALL IJOTES
<br />. 1. ALl STUDS, BLOCKVJQ TOP AND 90TTOId PLATES SHFLL �E NEtd-Fln NO 2 UNLESS tJ�iF�
<br />GTr�RJIISC GN PLi.P:S.� FLL SH"cATH!�IG EUGES ,UUST i3� �%�CK.O ::°.TH 2x OR YdDE� FPA':iNG
<br />(Sc'E NO?E p_'). _ �
<br />2. SHEATHRJG ldA1 qE iMSTALLED EiTHER HORIZONTAI_LY OR �VERTICALIY ALL SHCAR'JJALL
<br />S�EnTH'�NG !.�UST Ex.fND TO THE OUTISDE �DGE OF ALL HO�DO���J P057S ktd� COR�JERS. AND
<br />- TO THF MSIOE EOGE OF FRAMIr�iG ARCUND OP�NINGS.
<br />3. 1tiHERE SHEPTHING NFILING IS SHEAF,Y;qLL p.3 ANp GRCATeR, ALL 'RAI;JNG !1"cMBERS
<br />RECEiVNG EDGE 'IAiLING PROM ABUT7ING P:.t:E�S SHFLL� "�OT BE 1E55 iHAN h SRdGLE S-iNCH
<br />" NO'dM�L '/E'!BER. tiDUIT10P+ALLY, ri41ERF S�iEAnWAL�S ARE SHEFiHEU ON BOTN �FC�S, �LL
<br />STUDS nriD Pl.niES RECEi�tiG EDCE r�:.iuNG FRG!•� BCT� .'nCES rAaS� BE A S�NGLF 3-i��CH
<br />NO!AINC� I.��Et.18ER OR PAtJEL J01�liS A1U5T �E STAGGERED. IIJ EAC�i OF iHESE CASES 3x
<br />STUDS �RE REOU�R�U UNLESS SPECIFICAILY NCiED OTH�RV,75E G^� 7HE PLFNS BY iHE
<br />E1lGK��E�k. FOR SHEAPWALLS j�} qp;r� �+<, A?x 9LL P�ATE IdAY BE uSED �r �tiYO iIMES THE
<br />r;U�±2Eit OF .cNCr+OR.80LiS RECui�ED �3Y TNE SHEARvrn�� SCNEDu�E nRE uSEG ar�D FRE
<br />E�'=NLY SPACED (SEE-20C3 IB:, SECTIGN 2J05.3.�0). � �
<br />. SHEARWtiLL NAILINC CRITERIA i5 BASED 0�! TFBLE 2306.4.1 OF TH: !NTERNAilO�JAL .
<br />n��ILDINC CODE �(�OR CDX) OR REaORi NEP,-124 (FOft OSB). `/ALUtS ArE BASED ON HEM�-r"IR
<br />� I;G. 2 FRA�dIIJG \'lITH CC�d1.•ON IJPILS. �
<br />i- riOLCOWNS AND OiHER COPINECTIONS !nAY 9E RECUIRED AT THE ENDS CF t.�ANY
<br />�� �F+EtiRP/ACLS. SiZES S�dD LOCniiONS OF TN�SE CONNECTORS ARE iNDiCA7FD Cri TH[ P�c.NS.
<br />� T_=ER TC THE FP�ROPRIATE D[TARS A^:D/OR HOLDOW�� SCHEDULE F0� ADOITIOIJAL
<br />!�•�i�OR6�ATI0N REGnRDIr.G �hCHOR BOLTS. E:!BED!dEh�T LENGiH. E7C. vrr+ERE (2) 2x's nRE USED
<br />� � 5 A F!OLD01'!P! POS?, SHEARYIALL EL'GE NAiUNG MUST BE SL�GGtPED �NTO EACH �.1EIdpER OF
<br />�� ''�.� PCST. -
<br />-�NCHOR BOLTS MUST BE EtdBEDpED A`1iNl!dUM OF 7� V70 CONCREtE OR GROUTEU Ct.SU,
<br />��•uD�59n�_L �E P�ACED �0 PROVIDE A �dINIIAU!d OF 2" 'ER. PROVIDE 3" CCVER FOR ,
<br />� 'Os1CRFTE CAST ACAiNS� SOiI. �
<br />% ALl IdACHRlE BOLTS SHALI 9F A$T'd P�07 CR BE:iTEf.'. L71 K!yiK 80LTSjSR.iP50N li?�'�.
<br />E�U BOL1S 0' TIIE SAME D�nA7ETFR aS SHOttiN �N TNE �HE 4ALL SCHEDULE h�AY BE
<br />' SUpSTIiUTED FOR��NCHOR BOLiS,iN�O-E%ISTIPIG CONCR�T. 901.T5 SHALL�G� E:•9EDDE!7 %�
<br />1.��NIMUM OF 5'� I'JTC EXISiING CCNCREIE .
<br />ALL UAILS AND CONWECTORS IN CONTACT V/1TH PRFSSUR�. ��FATE4 'h'�OD (tx�E�'T ���
<br />��i�RITf.�TREATE� w00D) MUST F3E NOT DiPPED GaLVANIZED, C �TP.iNLf55 STFEL TO RCSi;'
<br />CORROSION. �
<br />tl 'NHFRE lOd NAILS ARE SP�CEO AT 3" ON C[N1ER Of? 1E55, '4AIL5 fdUST BE STAGGLRFG.
<br />1U. O5� OF E�UAL OR GkEA,Eh i:�n[;KP.E"S 1.11:r' d� `:l�L`;'�.lt�..0 r�. f`t �"PFC���iED �fa
<br />� S�+�AR';lALL SCNEpULE. __.,�.
<br />� HOLD0�4rd �POST, SFE
<br />� HOLOOVJN SCNEDULE OR
<br />PLFN FOR h1RVI�dL11.1
<br />RECuiRE�'� NTS
<br />LOCATION 0"r
<br />Fi0LD0'•Vr� TO B�
<br />I��lSTALLED
<br />Li tJ� iH C� j' JR UOU�LE SiDED SftE�R� �� �S. '. ..
<br />- i ;NEATNING ON EACH FACE ti+! �
<br />�i;E Rv�n�� � ��1EriD�CONi1hU0uS BCi�n�E�r�
<br />� /� r�OLDOWN POSTS AS SIIOKN .
<br />7YPE OF HOL�OWN TO BE INSTPLLED
<br />_ ----- - - - -
<br />------- — --- I-.�" �C; ,�, �,� { ,Ji `—_
<br />•FOR HOLDO����S iNST:.I.LED �ti NE�+ FGUNDPTICNS � �
<br />TI,RU BOLiS �I,iBEu��1ENT/ �dININU��
<br />��10DEL ���CHUP i OR STRAF EDGE la ��°
<br />20LT � �IAILS�SCRE'!JS �ENGTH � DIST I
<br />I� (24 lOd COIAMCIJ B'� E:��2E� 1�'j" '!A tJA
<br />LSTHDBRJ N/A )
<br />HOLDOvdN NOTES
<br />t ALL-TNP.EAD BOLTS SMALL CONFORId i0 AST!d AJ07. �
<br />2. `dl'�i�!'U.0 CONC�ETE COMFRESSNE STRENCTH f'c = 2500, FSI �, - .
<br />3. ALL NOLDO'��MS REOUIRE h(2j 2R rGST UN�E55 NOi�D�O'HER�':!SE. upi�•,t AND�NHD014
<br />P.EOUiRE A axE p Fp 2 b'INItnU�." POST SIZE; U.��.O. V'HERE HOLUOY1tJ5 FRE Ir�SiALLED INiO
<br />7!�E V/IUE FACE OF 7Hc S111D, 1HF STUDS �r,UST BE S�iTCH N,�iLEO TOGE7HEn \v/ t6a
<br />SIP�KERS SiAGGERED � ��� O/C � � '
<br />4� �11NRdU!.� EDGE DISTAPJC[ 1S FOP, FOP,I.IEU rCNCREiE EXPOSEO TO ':�EFTHER OR�SOiL. FOR
<br />CONCP.�iE CAST AGAINST SOIL FROViDE J�� CLEAR TO ANGHqR�80LT. .
<br />S. r:FILS/SCREwS TO HOLDOtvN POST SHAII BE PER �.�FNUcFCTURER'S SPECiFiCh�C��S.
<br />6. ALL HOLD014N BOliS MUSi B� P.E-i1GHTE�IED JUST PRIOR TO E1:ClOSMG 21Jp SIDE 0�
<br />l5'A! L. . � . .
<br />(��jDOUBLE TOP PL�il. W/ EOGE NhII.RJG �NGLDOP+T1 PEft.SCHEDUI� ntdG
<br />(STAGGER) � � - PLAN (HD�8�-5USJ SHOWNj
<br />�3)SNEAR�'JnLL EDGE N<�IU(JG AT ALL PANEI �jjC00RDiNqT6 e.�L STUG AhC
<br />EDf,ES. �LOCKING AT-ALL PANEI. EDGFS � pLqTE SRES «/ SHEl.RWALL
<br />4lHERE APP�ICAEiLc. - ' SCHEDULE �EQUIRE6�FNT5
<br />�EDGE NAIIINC TO HOLDGWN POST (FULL � ' �' �
<br />t1EIGHT) STnGGER Ir�TO DOuBLfl� �TUDS � �OEDCE N�IU��G TO POSTS,� �TRi�n
<br />1��STUDS �� t6" Ort CE�aTER � STUDS, AND KitJG S1UD5
<br />(�PRESSURE TRE�aTE� SIL� PLAi[ Y1iTH (((�BEARING STW FOR hiEADER
<br />. EDGE P1qILINC AIJD ANCHOR BOLTS PER RIMJ0157 TO BE lY2' t.�IM
<br />SHEARVJAI.L �SCHEDULE. � � � �O
<br />QTOP PLATE SPLICE NAILI�JG TO BE (8) l6d THICKNE55 Ai ALL .
<br />SIf1KERS (b11N). LAP 48" L'INIMUM. CENTER SHEARVJALLS � .
<br />SPUCE'ON S7UD.
<br />LSHEAR�4ALL DESIGNATION - SEE
<br />sFaE�av,�,�i_� scHEou�e roR FRnr,aiNc, STD. SHEARNlALL ELEVATION W I�v1
<br />NAILING��AND ANCHORAGE � SCALE =1 -0 � � ' . ,
<br />� REQUIREh1ENT5 � � � �
<br />LA?ERAL MARKING LEGEIVD _
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<br />Checked ByCiii•i`:
<br />Date�.i'L-C_`-1 _. .
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<br />STRUCTU�6_
<br />NOTES/DETA_S�;
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