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<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 � �
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<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�. � �
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<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 _ � '�� �,�����,
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<br /> � � '� C�� � V:..��\ � .
<br /> OPEN1NG PER PLAN �� •: �, � ,�°r�. �
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<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
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