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<br /> F SN EAI�WALL SCh EDU LE CDX
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<br /> � MARK SHEATNING EDGE NAILING FIELD NAILING SILL PLATE � CONN. @ BOTTOM/TOP PLATE —
<br /> �. �ND CONN. �G ��
<br /> •£ I N E
<br /> . � K �I 3/8' CDX ONE FACE 8d @ 6" O/C 8d @ I 2" O/C 5�a� � A.B. @ 48" O/C W/ 2x LTP4 @ 20" O/C W/ 2x `"
<br /> SILL PLATE BOTTOM PLATE
<br /> J 5/g' � A.B. @ 36" O/C W/ 2x LTP4 @ I4° O/C W/ 2x �
<br /> B Q2 3/8' CDX ONE FACE 8d @ 4" O/C 8d @ ! 2" O/C �
<br /> 51LL PLATE BOTTOM PIATE
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<br /> SH EARWALL N OTES '- �
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<br /> 1 . ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS NOTED O N
<br /> OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING {� �;
<br /> � (SEE NOTE #3). (n �
<br /> " 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL � > � X �
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<br /> H E SHEAT��ING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND � � � � �
<br /> TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. � w Q �,
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<br /> 'a •' ' ' •� � . '- ''• � �� •, �'' , � f ' • �� � � : : 3. WHERE SHEATNING NAILING IS SHEARWALL SHEARWALL #4 AND GREATER, ALL FRAMING � � ,.� �
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<br /> � r � • • • •�4 � • '� � '�� �° '''� y4� MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A � � n
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<br /> . . • '" e, •` ; a • . � . • ;: • •,, •.� . . �,
<br /> . '�a�' �:;.,; .��� ,�: �'� � . :' . '�;., � �' . . '��•�"� � �'•. �.���.�� �: �:', ' SIN�LE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON 0 0 � o �
<br /> . , � ... � ;,. . .,-:
<br /> ' •;. ' •, . ; � • .� . �.� : -d: � ��a..•• '. ' ��: � �: .' � .,: ..,•• . ;;.� '..,, .4 .. ���;4� BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A _ o w � �
<br /> ' ' � � �� ' �� � '�� ' � �� � `� ' ' '°' " �� � ' � �� '� '�' '`' SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE � M �
<br /> A DOUBLE TOP PLATE W EDGE NAILING SUBSTITUTED FOR A SIN�LE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER �- N
<br /> 0 / QG HOLDOWN PER SCHEDULE w 1 Ud NAILS STAGGERED C� 6" o c FROM EACH SIDE. � d"
<br /> - (STAGGER) AND PLAN {HDQ8-SDS3 � � �'
<br /> UB SHEARVIIALL EDGE NAILING AT ALL PANEL SHOWN) 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL U z
<br /> EDGES. BLOCKING AT ALL PANEL EDGES Q COORDINATE ALL STUD BUILDING CODE. VALUES ARE BASED ON OSB SHEATHING w/ HEM-FIR N0. 2 FRAMING AND � �
<br /> WHERE APPLICABLE. AND PLATE SIZES w/ COMMON NAILS. � °'
<br /> 0 EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE . CI�
<br /> HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY
<br /> 0 STUDS C�? 16" ON CENTER �J EDGE NAILING TO POSTS, SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS.
<br /> EO PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL
<br /> EDGE NAILING AND ANCHOR BOLTS PER STUDS INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE
<br /> SHEARWALL SCHEDULE. KD BEARING STUD FOR USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH �-
<br /> O TOP PLATE SPLICE NAILING TO BE (8) 1 fid HEADER MEMBER OF THE POST. Z � O
<br /> SINKERS (MIN). LAP 48" MINIMUM. 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, � � N
<br /> CENTER SPLICE ON STUD. � AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR � �
<br /> S TD . S H E A R WA LL E LE VA TI 0 N W O R I M CON�'RETE CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER U O �
<br /> 1 SCALE: Y"-1 '-0" SHAL EXTEND TO WITHIN Y2" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. FOR � Z Q
<br /> 2 - 2 X 6 W A L L S S H E A T H E D O N B O T H S I D E S, T H E P L A T E W A S H E R S M A Y B E S T A G G E R E D, O R Y O U C A N � �
<br /> US E 4 Y2 X4 Y2 X .220" WASHER CENTERED ON THE PLATE F� .Q �
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<br /> � 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN Z ^
<br /> . HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE O �
<br /> SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A � � W
<br /> N4INIMUM OF 33/4" INTO EXISTING CONCRETE. � �
<br /> WALL PER PLAN (2) LAYERS OF 90# H. ALL NAILS AND CONNECTOR� IN CONTACT WITH PRESSURE TREATED WOOD {EXCEPT FOR N O W
<br /> FEI.T OR EQUIVALENT BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RE�IST C� —� �
<br /> 51LL PLATE AND ANCt10R BOLTS PER CORROSION. t � �
<br /> 5f1EARWALL 5Ct1EDULE. (USE 2x6 P.T. SIAB PER PLAN
<br /> SILL PLATE W/5/8" Q) J-BOLTS @ 48" O/C
<br /> M(N.) 9. WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS IN SHEAR PANELS.
<br /> BACKFILL W/ POROUS
<br /> MATERIAL (TYP) 10. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C.
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<br /> =11 —III II-1 ��4 ������� . HOLDOWN POST. SEE
<br /> = I�I I=1II �a ' �� ..III=11�- HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE
<br /> '��—���_� PLAN FOR MINIMUM SHEARWALL CONTNUOU�BETWEENFHOLDOWNTPO TS AS
<br /> FROST DEPTt1 a. '• WHEN STAMPED LATERAL REQUIREMENTS
<br /> (I8 MIN) : ONLY, REINFORCING BY SHOWN.
<br /> , • OTHERS.
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<br /> ' ' � OPENING PER PLA Drawn By: CHRIS
<br /> PER PLAN FooT�Nc LOCATION OF # # Checked By: CHRIS
<br /> Date: 03-15-17
<br /> 4" m PERFORATED PLASTIC PIPE. CENTER REINFORCING PER HOLDOWN TO BE STHD14RJ
<br /> IN ONE CUBIC FOOT OF FREE DRAINING PLAN�SCHEDULE INSTALLED
<br /> GRAVEL AND DRAIN TO APPROVED � SDA JOB N0.
<br /> OUTFALL. � TYPE OF HOLDOWN TD BE 7 9 9 9
<br /> FN D N/S N EAI�WALL CO N N 'NSTA�'-E°
<br /> 2 SHEARWALL DESIGNATION - SEE STRUCTURAL
<br /> SCALE: 3/�"= I'-0"
<br /> SHEARWALL SCHEDULE FOR FRAMING, NOTES
<br /> NAILING AND ANCHORAGE
<br /> LATERA� MARKING �EGEND REQUIREMENTS S - 2 � �
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