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<br /> S N EAf�WALL SC h E D U LE (C DX)
<br /> MARK SNEATMING EDGE NAILING FIELD NAILiNG SILL PLATE � CONN. @ BOTTOM/TOP PLATE � �
<br /> � FND CONN. ,� �.
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<br /> • p K QI 3/8' CDX ONE FACE gd @ 6" O/G 8d @ I 2" OIC
<br /> 5/8' i� AB @ 48" O/CW/ 2x LTP4 @ 20" O/CW/ 2x ,.
<br /> 51LL PLATE BOTTOM PLATE
<br /> J 5/8' � A.B. @ 36" O1C W/ 2x LTP4 @ I 4" O/C W/ 2x �
<br /> B Q2 3/8' CDX ONE FACE 8d @ 4" O/C 8d @ I 2" O/C
<br /> 51LL PLATE BOTTOM PLATE Q�
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<br /> Q 15/32" CDX ONE FACE I Od @ 4" O/C- I Od @ I 2" O/C 5�g� � A.B. @ 30" O/C W! 3x LTP4 @ I 2" D/C W/ 2x •— O
<br /> 51LL PLATE BOTTOM PLATE U N
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<br /> � �5�32�� CDX ONE FACE i Od @ 3" O/G I Od @ I 2" O/C 5�a'� � A.B. @ 24" O/C Wi 3x LTP4 @ 9" O/C W/ 3x BOTTOM � ¢
<br /> 51LL PIATE PLATE
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<br /> G SHEARWALL NOTES Q N Q o
<br /> H E 1 . ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM—F1R N0. 2 UNLESS N O TE D � °O �- �
<br /> O T H E R W I S E O N P L A N S. A L L S H E A T H I N G EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING {SEE � Y Q �
<br /> • . .��� • � . • . , , . . , . . ., ... �•� . NOTE #3). �{� c� �
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<br /> .. •. ..: . , , ,, a � .. . � . . . . ..� �.�� .; � . . ,... 2. SHEATHING MAY �E INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING
<br /> �� � � " � ' �� � � � � �'� � � �'��� � ��' � �� � MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE � o � 0 3
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<br /> � ';,. . �. ;;',� .' .,:.�, : �: : 'a.:'� ' • ' •�: . •: .� � .,: ,.,.•. . .:;�`;.��: � �° •� �'"�4� EDGE OF FRAMING. AROUND OPENINGS. ..— o W °'
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<br /> QA DOUB�E TOP PLATE W/ EDGE NAILING � HOLDOWN PER SCHEDULE 3. WHERE SHEATHING NAILING IS SHEARWALL SHEARWALL #4 AND GREATER, ALL FRAMING MEMBERS �- �
<br /> � RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH �
<br /> (STAGGER) AND PLAN (HDQ8—SDS3 NOMINAL MEMBER. ADDITIONALLY WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES ALL STUDS �
<br /> �B SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3—INCH NOMINAL U z
<br /> EDGES. BLOCKING AT ALL PANEL EDGES � �ppRDINATE ALL STUD MEMBER OR PANEL JOINTS MUST BE OFFSET. {2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER � o
<br /> WHERE APPLICABLE. AND PLATE S1ZES w/ PROVIDED THE STUDS ARE STITCH NA{LED TOGETHER w/ 10d NAILS STAGGERED � 6" o/c FROM EACH � �
<br /> OO EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE SIDE. (n
<br /> HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS
<br /> Q STUDS � 16" ON CENTER �J EDGE NAILING TO POSTS, 4. SHE�ARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUfLDING
<br /> TRIM STUDS, AND KING CODE. VALUES ARE BASED ON OSB SHEATHING w/ HEM—FIR N0. 2 FRAMING AND COMMON NAILS.
<br /> E(� PRESSURE TREATED SILL PLATE WITH STUDS
<br /> EDGE NAIL{NG RND ANCHOR BOLTS PER 5. NOLDOWNS AND OTHER CONNECTIONS MAY BE R�QUIRED AT THE ENDS OF MANY SHEARWALLS.
<br /> . SHEARWALL SCHEDULE. K� BEARING STUD FOR SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE �j-
<br /> O TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING � 0
<br /> SINKERS (MIN). LAP 48" MINIMUM. ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, � �
<br /> CENTER SPLICE ON STUD. SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE �POST. �
<br /> S TD . S H E A R WA�L E LE VA TI 0 N W � R I M � 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" WTO CONCRETE OR GROUTED CMU, AND O �
<br /> � SHALL BE PLACED T0 PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST Z
<br /> SCALE: Y2"=1 '-0" AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER SHAL EXTEND TO � <C
<br /> � WITHIN Yz" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. FOR 2X6 WALLS SHEATHED Q -�j
<br /> ON BOTH SIDES, THE PLATE WASHERS MAY BE STAGGERED, OR YOU CAN USE 4 Y2 X4 Y2 X .220"
<br /> WASHER CENTERED ON THE PLATE U ..
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<br /> 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD � I--
<br /> BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR W
<br /> ANCHOR BOLTS INTO EXISTING CONCRET�. BOLTS SHALL BE EMBEDDED A MINIMUM OF 33�4" INTO I— (�
<br /> wA�� PER P�aN EXISTING CONCRETE. O W
<br /> (2) LAY�RS OF 90#
<br /> 51LL f'LATE AND ANCt10R BOLTS PER FELT OR EQUIVALENT 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE � >
<br /> ShEa�wA��SCNe�u�E. (usE 2X6 P.�r. TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. W
<br /> 51LL PLATE W/5/8° @ J-BOLTS @ 48" O/C SLAB PER PLAN
<br /> MIN.} g. WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS IN SHEAR PANELS.
<br /> BACKFILL W/ POROUS
<br /> � MATERIA� (TYP) 10. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. � �w^S -
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<br /> —� HOLDOWN POST. SEE ; � �r Z
<br /> -1 I I-1 I t I I-I �: ��� I I=!!I=I I 1= � �
<br /> =11�11�111 '� ' �� . �r=��' HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE -� �� �
<br /> i�— i — SHEATHING ON EACH FACE MUST EXTEND 34383
<br /> PLAN FOR MINIMUM SHEARWALL '�o� ����
<br /> F�osr aEPTN � . REQUIREMENTS CONTINUOUS BETWEEN HOLDOWN POSTS AS �„
<br /> ( 18" MIN) <" WHEN STAMPED LATERAL SHOWN. ° �� '��
<br /> �';�..;s! rr�3..�'
<br /> . ONLY, REINFORCING BY ��'::�-f;��;;�;�`
<br /> . � OTHERS.
<br /> 'So ' e.
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<br /> � � � # OPENING PER PLA # Drawn By: CHRIS
<br /> ' PER PLAN FOOTING LOCATION OF Checked By. CHRIS
<br /> 4" � PERFORATED PLASTIC PIPE. CENTER REINFORCING PER HOLDOWN TO BE Date: OZ-2Z—� 7
<br /> iN o G�cvB ANDODRAIN O AP ROv�D PLAN/SCHEDULE STHD14RJ SDA JOB N0.
<br /> INSTALLED
<br /> OUTFALL. �
<br /> TYPE OF HOLDOWN TO BE � g 9 �
<br /> �N D N/5 N EAf�WALL CO N N INSTALLED
<br /> 2 SCALE: 3/4"= 1�-0° SHEARWALL DESIGNATION — SEE STRUCTURAL
<br /> SHEARWALL SCHEDULE FOR FRAMING, NOTES
<br /> NAILING AND ANCHORAGE
<br /> . �ATERA� MARKI �IG LEGEND REQUIREMENTS S — 2 � Q
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