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SHEAR WALL SCHEDULE � <br /> � <br /> 0 <br /> FASTEN DOUBLE BOTTOM PLATE ATTACHMENT � <br /> PANEL PANEL EDGE TOP PLATE TO � � � <br /> MARK SHEATHING EDGE NAII BOTTOM PLATE s��� SILL PLATE ,� EXISTING c� � W W� <br /> FRAMING ABOVE NAILING TO ANCHORING ° <br /> , , FRAMING (STAGGERED) PLATE ROOF PLY. 1 � � W�N Z� <br /> (U.N.0) FRAMING BELOW TO CONCRETE � � >�m�� <br /> ��oZW <br /> , , A35 CLIPS @ 16"o.c. TO ,� , , , � � °°'�W W <br /> � 3/4' PLY. or O.S.B. ONE SIDE 2x STUD 10d @ 6'o.c. 16d @ 6 o.c. 2X 5/8'� x 10' EXPANSION BOLTS @ 48'o.c. I� �l I a�°? <br /> � SINGLE ROW BLK'G OR JOIST � � �3 m c� <br /> I �5 o m �QW <br /> A35 CLIPS @ 10"o.c. TO oo � N��@jo <br /> Q2 3/4° PLY. or O.S.B. ONE SIDE 3x STUD 10d @ 4"o.c, , 16d @ 4"o,c. 2X 5/8"4 x10" EXPANSIQN BQLTS 0 16"o.c. o <br /> . <br /> SINGLE ROW BLK G OR JOIST (�j � m w a?uqi <br /> 3 3/4" PLY. or O.S.B. ONE SIOE 3x STUD 10d @ 3"o.c. A35 CLIPS � 8"o.c. TO ��d @ 3"o.c. 2X 5/8"� x10" EXPANSION BOLTS @ 12"o.c. <br /> , SINGLE ROW BLK G OR JOIST <br /> EXISTING 2X BLOCKING JULY 20,2017 <br /> ,, <br /> PLYWOOD EDGE NAILING �� ��� ����.,�a�,� ��� <br /> � EXISTING ���'�'� P� ��� <br /> SHEARWALL NOTES. <br /> RAFTERS <br /> @ 24" O.C. A35 CLIPS PER SHEAR � � �; <br /> WALL SCHEDULE � ���f �j�J(�5 �''�� <br /> C" . "Yi . pF T <br /> _ �`INDICATES EXTEND OF SHEAR WALL ' v�s'�R� �3�a;,'�� ¢�, f <br /> ��� ���� <br /> �DICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 8. STAGGER EDGE NAILING AT ABUTTING P�YWOOQ EDGES. y'��'�,�����;�� <br /> 1• L,�� INDICATES SHEAR WALL LENGTH PLY. PER PLAN �=�.� <br /> X' — X" 9. FIELD NAIL PLYWOOD SHEAR WALLS W/ 10d @ 12"o.c,. <br /> 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF 10. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HaLDOWN LOCATIQNS WITH SAME EXISTING : <br /> WALL SECTION IJ.N.O. EDGE NAILING PATTERN. STUDS �OR PARTIAL WIND & <br /> & SEISMIC LOADS ONLY <br /> ' 3. ALL ANCHOR BOLTS SHALL HAVE 3" x 3" x 0.229" HQT DIPPED GALVANIZED PLATE WASHERS. <br /> . 11. UNLESS SMALLER SPACING IS SPECIFIED BY OTHERS, <br /> 4. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. <br /> 5. NAILING APPLIES TO ALL PANEL EDGES, TOP AND B01TOM PLATES AND EDGE BLOCKING, 'J <br /> �J.� <br /> 6. PROVIDE SOLID BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN Q <br /> UNDER ALL SHEAR WALLS <br /> ❑ <br /> 7. USE 10d (3" X 0.148" COMMON NAILS) � <br /> TYPICAL EAVE W <br /> 3 � <br /> �„�„� r <br /> . U o <br /> � Z °� <br /> W W � <br /> , � � = Z <br /> zo <br /> _ w �- <br /> � Q [� <br /> z <br /> W } _ <br /> � oQ <br /> 4'-0" MIN. 3 <br /> � � <br /> W r <br /> � END OF PLATE PLY PER SHEARWALL � � � <br /> ,.--`'��SCHEDULE � W <br /> 2-2X STUDS @ EACH ] > <br /> 25 — 16d HOLDOWN EDGE NAIL PLYWOOD W <br /> 16d @ TO EACH DOUBLE STUD U <br /> 16" o.c. <br /> (TYP.) C� <br /> SIMPSON MST60 HOT <br /> DIPPED GALVANIZED � <br /> EXISTING FLOOR NAIL TO STUDS W/ <br /> 34 — lOd COMMON Q <br /> NAILS MIN. Q <br /> 1/2 DIAM, HOT <br /> DIPPED GALVANIZED � <br /> THRU BOLTS IN � <br /> EXISTING CONCRETE <br /> AS SHOWN W/ <br /> NUT & WASHER <br /> OR 1/2" DIAM. HOT REVI51�N5 BY <br /> DIPPED GALVANIZED ' 6" <br /> TREADED ROADS <br /> EMBEDED 5" MfN 5 1/4" <br /> STUDS INTO EXISTING <br /> NOTE: <br /> CONCRETE IN , <br /> SPLICE AND NAIL TOP PLATES AS SHOWN AT NEW SHERR WALLS <br /> SIMPSON "SET" <br /> , EPDXY GROUT <br /> ELEVATION EXISTkNG <br /> � FOUNDATION JULY 20. 2O7 7 <br /> MIN. WALL �oe: i �i as <br /> TYP. TOP PLATE SPLICE oRAWN: KYs <br /> q. MST60 HULDOWN SCALE: 3/4"= l� - o�� <br /> � <br /> � � ❑F'4 <br />