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SHEARWAL� SCHEDU �E CDX
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<br /> SILL PLATE & CONN.` � BQTTOM/TOP PLATE ` �
<br /> � MARK SHEATHIN� EDGE NAILING FIELD NAILING FND �c v4
<br /> . CONN. I N �
<br /> Q3�" CDX ONE �, „ �r�" s� A.B. � 48" 0/C L�TP4 � 20" 0/C .
<br /> FACE Sd � 6 0/C �d C� 12 0/C W/ 2x SILL PLATE W/ 2x BOTTOM -----
<br /> PLATE
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<br /> � SI�EARWALL NOTES v �
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<br /> 1. ALL STUD5, �LOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS NOTED � � �
<br /> OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST QE BACKED WITH 2x OR WIDER FRAMING _ � �.,�
<br /> (SEE NOTE #3). � �i �
<br /> _ (n � �
<br /> 2. SNEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL � ; � � �
<br /> SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN :POSTS AND CORNERS, AND TO .� � ,� o
<br /> THE INSIDE EDGE OF FRAMlNG AROUND OPENINGS. - � � � � �
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<br /> � 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS •� � � �
<br /> RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-1NCH � � .� � �
<br /> NOMINAL MEMBER, ADDITIONALLY, WHERE SHEARWALL� ARE SHEATHED ON BOTH FACES, ALL � � � � n
<br /> S T U D S A N D P L A T E� R E C E I V I N G E D G E N A I L I N G F R O M B a T H F A C E S M U S T B E A S I N G L E : 3-I N C H : : � � �� �
<br /> N O�A I N A L M E M B E R O R P A N E L J O I N T S M U S T B E S T A G G E R E D. (2)2 X M A Y B E S U�S T I T U T E D F O R A - � � � � �
<br /> 3x MEM�3El� PR�VIDED ?HE MEMBERS ARE STITCH NAILED TOGETHER w/ 10d COMMONS � 6" 0/C � � � .
<br /> F�OM EACI� �IDE. _ � �
<br /> 4-. SHEARWALL NAILING CRITERIA IS BASED ON T�BL� 4.3A OF SDPWS 2015. VALUES ARE �
<br /> �P�SED ON WEM-FIR N0. 2 FRAMING WITH COMMON NAILS. U �
<br /> : � a
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<br /> � 5. �IOLDOWNS AND OTHEF2 CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. -+-' '�
<br /> SIZES AND LOCAT'I�NS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE . �
<br /> APPROPRIATE DETAILS AND/4� HOLDOWN SCHEDULE F"OR ADDITIONAL INFORMATION REGARDING
<br /> ANCH�R BOLTS, EM�EDMENT LENGTt�I, ETC. WHERE {2) 2x's ARE USED AS A HOLDOWN POST, -
<br /> SHEARWALL EDG� NAILING �1UST BE STAGGERED INTO EACH MEMBER OF THE PQST. .
<br /> 6. ANCHO� �OLTS MUST �E EM�EDDED A MiNIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND �
<br /> SHALL �E PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE . � LlJ O
<br /> CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER SHAL EXTEND W � �
<br /> T0 1�ITHIN y2" OF THE EDGE 0� THE BOTTOM PLATE ON THE SHEATHED SIDE. FOR 2X6 WALLS � � �
<br /> SI�E�TH�D ON �OTH SI�ES, TF�IE PLATE WASHERS MAY BE STAGGERED, OR YOU CAN USE 4 Y2 X4 � � �
<br /> Ya X .220" WASHER CENTERED ON THE PLATE - �
<br /> 7'. ALL MACHI�IE �OLTS SHALL �E ASTM A307 OR 6ETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD : � W � <C
<br /> �t�LTS OF T'HE SA�IE D{AMETER AS SHOWN IN THE SH�ARWALL SCHEDULE MAY BE SUBSTITUTED � W � .
<br /> �OR ANC�IOR ��LTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" ' �
<br /> INTO EXISTING CONCRETE. (j� � ^
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<br /> �. ALI� NAILS AND CONNECTORS IN C�NTACT WITH PR�SSURE TREATED WOOD (�XCEPT FOR BORITE - — I-�
<br /> TREAT�D W�OD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. _ : � �- L�
<br /> , . �°-�--- �. �i
<br /> 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER C?R LESS, NAILS MUST �E STAGGERED. �C � L�J
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<br /> 1O. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN : = � (�
<br /> ��EARWALL SCHEDULE. .
<br /> HOLDOWN POST. SEE FOR DOUBLE SIDED
<br /> �w� ���.��� ,
<br /> �.�.�. ��3
<br /> HOLDOWN SCHEDULE OR LENGTH OF SHEARWALLS, THE SHEATHING : ��
<br /> . � _}�.
<br /> PLAN FOR MINIMUM SHEARWALL ON EACH FA�E MUST EXT�ND �� � ��� :
<br /> � ,- .�
<br /> �EQUIREMENTS CONTINUOUS BETWEEN : ' `� ,� ti�� �
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<br /> � o �' °�
<br /> HOLDOWN POSTS AS SHOWN. _ � y�, x G�
<br /> �,, .. �'
<br /> �,�,,p 343 �"
<br /> OPENING PER PLA : �'��'� `�'�
<br /> ,/� �-��IC,�y�,� . �
<br /> 1l' � ,
<br /> LOCATION OF . 3�f.�,���.;��; ,
<br /> HOLDOWN TO �E STHD14RJ . : Drawn �y: CHRIS
<br /> INSTA�LED
<br /> : Checked �y: CHFZIS
<br /> � Date: 0�-�10�-18
<br /> TYPE OF HOLDOWN TO BE
<br /> INSTALLED SDA J0� N0.
<br /> � SHEARWALL bESIGNATION - SEE
<br /> SHEARWALL �CHEDULE FOR FRAMING,
<br /> NAILING AND ANCHORAGE _
<br /> R�Qu�REMENrs � � � ��;�,�_ � �� Y::,; STRUCTURAL
<br /> - � {,. z �:�r���' �::��� � �ETAIL�
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