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� �� <br /> � . � � �-- EA � �n�� � � � � N � D � � � � � ax ) <br /> � <br /> MARK SHE�THING EGGE NAII�fI�G �iE�D �JAILING ���� ��A � � � BaTTC7M/TOP P�ATE <br /> CONN. @ FND �aN�. �' � <br /> I �L � <br /> �/8" CI�X O�IE �/�„ � A.B. C� 48" LTP4- @ 20" �/C � � N E � ' <br /> � � 8d @ 6" a/C 8d @ 12" 0/C 0/C W,/ 2x SILL i��/ 2x BQTTOM `�`�j=" e <br /> C � � i ACE <br /> PL.ATE P�ATE <br /> � � �, 3/�" CDX ONE �, „ 5/a" � A.B. C� 36" �TP4 @ "14" Q/G <br /> l �\ FACE g� � � �f� �� �' � � d/C 0/C W/ 2x SI�L Wf 2x BOTTOM � <br /> `� PLATE PLATE � �O <br /> � � a <br /> SHEARWA�� C� QTES �' � <br /> N <br /> 1 . AL� STUDS! BL.dCKING, T0� AND BOTTQM PLRTES SNAI L B� HEM—FIR N0. 2 UI�J€ �SS � �ri <br /> NC�TED OTHERWISE Of�1 PL.,aNS. A�� SHEATHI�IG ED�ES NIUST BE BACKED WITH 2x OR �NIDER � � � ��+- <br /> FRAMING (SEE NOTE �3). � � �`- <br /> � � � Q o <br /> , SHEATNI�JG M/�Y BE II�STA�LED EITHER HORIZONTAL�Y OF� VERTICA�LY. ,�,�L SNEAf�WALL � J o '-� � <br /> G SH�ATHING MUST EXTERID I 0 I HE �UTI�DE EDGE Q� ALL HO�DO�,iN POSTS AND CORNERS, ,� � � <br /> AND TO THE lNSIQE ED�E 0� FRANIIf�9G AR�U(�1D (JPENINGS. � '�- � � <br /> ;� H �o � ° � � Q � � <br /> � <br /> 3. VVNERE SHEl�I HING NAILING IS SHEARWALL �3 A�1D GREATE�, ALL �P.AUIING M�Cvi�ERS � o � o � <br /> E f�ECEiVING EDGE NAILI�1� �ROM /��UTTINC PANELS SHALL �IOT BE LESS THAN A S C��i G L E � -� <br /> � � � <br /> 3—i�JCH NOMINAL. MEMBER. ADDITfQNALI_Y, WHEF�E SHEARWAL�LS AI�E SHE�THED ON B0"fN _ o °' � > <br /> a a , � ' , . . . �d a . , — <br /> � �. . �-. ^ °� � � �. a� � : �,;Q �., e. , � °` °�a � .� F�tiC�S, AL.L STUC�S AND PLAIES RECEIVII�G �DGE f�AI�I�JG FROM BQTH FACES MUST BE A � > '� <br /> � a° � � � �a ` ` ° a � t���v ' S1NG�E 3—INCH NOMINAL ME�'v1BER OR PAi�IEL JOI�ITS MUST BE STAGGERED. IN EACI-1 0� � c� <br /> . ' c .a � . . _ � . ' � . .a a: a a� , . . . � N � � . <br /> .� . A . '' °;a�. � '. a�. ' .' o '` : .• ' . '. . . °'. a a'a ,� , . <br /> � � = � ° n � °� ° °° �e a � �. a � •`� � � � � � � � � � - ° � TNESE CASES 3x ST�JDS ARE REQU[RED UN�ESS SPECIFICAL�LY NC�TED QTHERWiS� �f� THE � ¢ <br /> . `.�� ` a a'.. � a , . a �' . ' � ' � c4, a e . a a ' .` �_� ' ° F�LANS BY THE ENGII�EER. FOR SNEARW,��LS #3 Af�D �4, A Zx SILL. PLATE MAY BE U�ED �' ,�i <br /> � Q � ..o -. d �, < a ,- q. <br /> d � ° � �` � ° � 4 Q IF TWJ T1MES THE NUMBER OF ANCHQR BOLTS REQUIRED BY THE ��-1EARVVALL SCHEDULE U z <br /> . . o <; . , �. a 4. . .. < � ��;_ .. . �4 <br /> � 0.4 .. . 'a . � ' . a . � . � ��. a4 ..� d o _. .�, -� . �tl p� a� <br /> �RE U�ED AND ARE EVENI�Y SPACED �SEE 2003 1BC SECTIaN 23a�.3.10�. � � <br /> -E--� <br /> � <br /> �A DOUBLE TOP P�ATE VV/ EDGE NAlLlNG � HC�LD01�/N �ER SCHEDULE AND 4. SNEARWALL NAIi IN� CRITERIA IS BASED ON TABLE 230�.a.1 Q� THE INTERNATl�NAL (f} <br /> (STAGGER) PLAN (NDQ8—SDS3 SHOWN) BU(LDING CC�DE ��C�R CDX7 OR REPOF�T �lEF�-124 (F�OR OSB). UAL�UES ARE BASED ON <br /> � EARWALL EDGE NAi�If�G AT ALL PAf�JE� NEM—FIR NG. 2 rR�MiNG WITH COMMON i�All_S. <br /> � J� GH C�ORDINATF ALL STUD AND <br /> EDGES_ BL�CK)NG AT A�L P�f�IEL EQGES }��,ATE SIZES w/ SHEAP.WALL �. 1-�OLDC?1�1NS AND OTHEI� CO�NECTIONS MAY BE REQUII��D I�T THE ENDS CJF MANY <br /> � WNERE APP�ICABLE. SCHEDULE REQUIREMENTS SNEARINALLS. SIZES AND LaCAT1(�NS OF THESE �ONNECTORS �iRE INDICATE� ON THE <br /> � EDGE NAl�ING TO HOLDQWN P�ST (�ULL PLANS. l�EFER T� THE APPRaPRIATE �ETAILS AND OR H�LC���VN SCNEDULE FOR W f`� <br /> HEIGHT) STAGGER INTO DQUBLE STUQS CJQ EDGC NAI�ING TC7 POST�, TRIM f <br /> a " �1-UDS aND KING STUDS AQDITIQNAL iN�QRMAT10�1 REGARDING ANCHOR ���TS EMBEDMEI�T LENGTH ETC. VUHERL 2 (_,) � � <br /> a �TUDS @ 1 � Oh1 CENTER > > � ( } <br /> 2x's ARE USED AS A H�L.DOU��N POST, SH�AR��UA�L EDGE NAiLING MUST EE STAGGERED INTO <br /> .�E PRESSURE TREATED SILL PLATE WITH � �EARING STUI� FOR HEADER � � � <br /> EDGE N,�I�ING AND ANCH�R BQL.TS PER EACH MEMBER CF� THE POSi. W � <br /> SHEARWALL S�HEDU�E. 0 RI�V�J�IST Td �E 1Y2" Ml� 6. Af�CHOR BOLTS MUST BE CMBEDDED A MIf�fMUiv1 OF 7" I1�1T4 COf�CI�ETE OR �ROUTED � �] � <br /> aTQP PLP,TE SPLICE NAILING T�J BE (8) � 6d THfCKNESS AT ALL <br /> SINKERS (MIN}. LAP 48" MINIMUM. CENTER SHEARWAI�LS CMU, ANL� SNl�LL BE P�...ACCD T� PROVIa� A� MINIMUN� QF 2" CQVER. PROVIDE 3" CaVER � � � <br /> SPLICE QN STUD. FOR CONCF�ETE CASfi AGAINST SQIL. U � � <br /> � � <br /> 7. ALL MAC[-IfN� BO�TS SHALL �E ASTM A307 OR BETTER. HI�TI KWIK BOLTS/SIMPS�N � <br /> , S TC� . S H E A R WA �� E �E �A T C� � W R �I TITEN HD B0�f S OF THE SAME DIAMETE2 AS SHOWf� IN THE SHEARWR�! SCH�DU�E MAY BE � � <br /> � �} > >> SU�STITUTED FOR ANGHC�R BOLTS INTQ EXISTING CONCRETE. BOLTS SHA�L BE EMQEDDED A � � � <br /> SCALE; Y� =1 —� Mli�l�lU�v1 �F 5" INTQ EXISTIN� COf�CRETE. <br /> � � � <br /> 8. ALL NAIL.S AND CU�INE�TORS 6N CCNTAC I WITH PRESSURE TREATED �NOOQ (EXCEP! Faf� � � � <br /> BORITE TRE�,TED WOOD� MUST BE NOT DIPPED GALVANIZEQ OR STAIN�ESS STEEL TO ��2ESi5T � � W <br /> COR�QSlQN. �; � � <br /> � W <br /> 9. 1NHERE 10d NAI�S ARE SP,�CED AT 3" Oi�l C�NTE4 QR LESS, f�AILS 1v1UST �E STAGG�REU. <br /> NQLDOWN POST. SEE r <br /> N�I�DOWN S�HEDULE C�R �JR DOUBLE SIDED <br /> �ECJGTH OF �HEAR�IVALI�S THE SNEATHI�I� � 0. O�B OF �QUAL OR GREATER THICK(`�ESS MAY BE SU�3STITUTED FOR CDX SPECI�IED I�! <br /> PLAN �OR MfN{MUM SHEP,RV�IAL� �N EACH Ft�CE MUST EXTEND �NFARWAL� SCHEDULE. � � , 4 , ,, - <br /> REQUIREME(�TS- <br /> CONTIRlUOUS BETWEE�I : ����-�f ���,�.�� <br /> � ���� ��� , �� <br /> HOLDOWRI POSTS AS SN�WN. �y _ � '�� �,�����, <br /> � g <br /> ,,� :,r Ir ��) , <br /> �F 3' 1•.�_y q <br /> 1, �( � t °Y.+�'� +' <br /> � � '� C�� � V:..��\ � . <br /> OPEN1NG PER PLAN �� •: �, � ,�°r�. � <br /> �� <br /> � <br /> � �. <br /> LOCAT10�� QF � ����'�� ' n �if���',�'�� <br /> H01_DQWN TO BE - , ,�.�,,,�,,z, ,�,��,�,�.��,,r� <br /> INSTAL�ED �THDI4RJ <br /> �`;�; ����r�r.���`��� <br /> �— _, - _ <br /> I YPE OF i �C��DOVVf�� T� BE Drav+en By: CCC <br /> Ii4STALLED Checked By: CCC <br /> �NEARWAL� QESlGNATIQN — S�E Date: 11 -26-14 <br /> SHEARWALL SCHEDULE �OR FRAMING, <br /> NA[L�II�G AN� A�JCHflR�,GE SDA JQB N0. <br /> �A T E R A � f�/I A R � �l G �E � E �I D �E Q u i R E N�E�-r s --�--.��� <br /> STRUCTURAL <br /> DETAI �S <br /> � - � z � <br />