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<br /> 0 TYPICAL EDGE NAILING, � � `_ I I I I I ( I ( ( �1
<br /> p SEE NOTES 3/8" MIN. i '. I I I I I I I ( I
<br /> � TO EDGE OF PLYWOOD � I i I I I I I ( I �tONAL '�'
<br /> � ; � '', FLOOR/ROOF � � I I I I I ( I 6x POST PER PLAN
<br /> SHEET&SUPPORT
<br /> O � JOIST PER PLAN
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<br /> � II II II II I
<br /> � � ( I I I I I I I I HOLDOWN EA SIDE OF
<br /> � � ' I I I I I I I I I POST PER PLAN
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<br /> Z ' ' PLYWOOD EDGES, --=='= ' '. ----- ----- -----
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<br /> I � ON SCHEDULE. - PLYWOOD SHEATHING
<br /> Q j ; � � ; � PERPENDICULAR TO SHEATHING PER ( I I.'I I I I.I I
<br /> � j FLOOR/RQOF JOIST WHERE SCHEDULE � ( I��I I I I�I I PER SHEARWALL SCHD
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<br /> ; , � -�-� "��-��-��-�-� I I z I I I I I I I NOTE: �
<br /> � ' " � I i � 1 � 1 ', j I I � I I ( I I I � NAILING TO BE 3/8" MIN. � �
<br /> � f ; , � t I � f � ' � I I a ( I I ( I I � TO EDGE OF SUPPORTS & n1 O
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<br /> TYPICAL INTERMEDIATE ; I I o I I I I I I I � � Q �
<br /> NAILING PER NOTES � � '�, r' ; I ( � I I I I I I I • �
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<br /> � ` " �`�. f ` ALL ENDS OF PLYWOOD SHEETS I I I I I I I I I � � _ �
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<br /> + t_'���..L-L�ii�'� � � � � � � � I �
<br /> TO SPLICE OVER CENTERLINE S E�T I O N
<br /> ~ " ; ; ,' ,� `• ` ' 7 JOISTS OR SUPPORTING I I ( i I I 1 I I � � � �
<br /> � MEMBERS. BLOCK ALL PANELS
<br /> � i � � i �`� I I I 1 I I I I I � � O
<br /> } � i i ,,} LESS THAN 12" IN WIDTH I I I ( I I ( I ( 3!4" = 1'-0" �0 � N
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<br /> STAGGER PLYWOOD JOINTS, SEE PLANS E ` 2x SILL PLATE I I I I ( I I I HOLDOWN PER PLAN
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<br /> `` .'J,' ANCHOR BOLTS a . . a�a :, a,4 , Q . O � �
<br /> SEE SCHEDULE 4 ` � a � a. ° ' °.o , CI� Z Q
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<br /> CORNER AT SIM. '`' � �-
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<br /> TYPICAL FLOOR/R�OF SHEATHING TYPICAL WALL FRAMING o o W
<br /> N N W
<br /> PLAN VI EW SECTICJN
<br /> _
<br /> 1/2" = 1'-0" � 3/4" = 1'-0"
<br /> ROOF NAILING SCHEDULE SHEARWALL SCHEDULE (DQUG FIR OR HEM FIR LUMBER PER GENERAL NOTES)
<br /> �
<br /> NAIL SPACING NAIL SPACING @ _1
<br /> NAIL SPACING @ RPA RATEDSHEATHING (NOTES 1,2,4,12,13) SILLPLATEATTACHMENT DOUG-FIR HEM-FIR Q
<br /> ZONE CONTINUOUS INTERMEDIATE STIFFENERS RIM JOIST/BLOCK TO 2x WALL PLATE
<br /> OTHER EDGES STUD & EDEGE BLKG. SHEAR SHEAR
<br /> EDGES SUPPORT MARK TOP PLATE TO BLOCKING/RIM �-.
<br /> PANEL EDGE NAIL SPACWG (NOTES 3,6,14) (NOTE 7,8) (NOTE 9) 5/8" Q1 ANCHOR FOUNDATION GAPACITY CAPACITY
<br /> 0.131"Q! c�6"ocAT APPLICATION NOTES 4,5 BOLT SPACING SILL PLATE (PLF) (PLF) W W
<br /> O SUPPORTED EDGES N/A 0.131"0 cLD 12"oc (UNBLOCKED) � � (NOTES 10,15) (NOTE 11) Q �
<br /> W3 ONE SIDE 0.148x3 1/4" � 3"oc 2x CLIP @ 11"oc 0.148x3 1/4 @ 3"oc 21'bc 2x 490 455 J
<br /> ROOF NAILING NOTES: J �
<br /> 1.} ALL NAILS SHALL BE 10d COMMON (0.148"S�w/11/2" MIN. PENETRATION INTO FRAMING. W4 ONE SIDE 0.148x3 1/4" cLD 4"oc 2x CLIP cLD 14"oc 0.148x3 1/4 @ 4"oc 28"oc 2x 380 353 � W
<br /> 2.) ALL NAILS TO BE FLUSH DRIVEN &SHALL NOT FRACTURE PLYWOOD SURFACE. � I
<br /> 3.) PROViDE 3/8" MIN. CLEARANCE BETWEEN NAIL CENTERLINE AND PANEL EDGE. W6 ONE SIDE 0.148x3 1/4" cLD 6"oc 2x CLIP c�,0 20"oc 0.148x3 1/4�6"oc 40"oc 2x 260 242 n/ �
<br /> 4.) PROVIDE 2 ROWS 10d @ 4"oc EA. ROW AT EXTERIOR DIAPHRAGM BOUNDARIES, (BLDG. PERIMETER) TYP. (U.N.O.) I� �^
<br /> 5.) AT STEEL STRAP TIE LOCATIONS, NAIL ALL HOLES w/11/2" MIN. PENETRATION INTO SAWN LUMBER FRAMING. DO � v�
<br /> `� NOT USE 10d x 11/2" NAILS AS SPEGIFIED IN SUPPLIER LITERATURE. 2W2 BOTH SIDE 0.148x3 1/4" �,,eD' 2"oc STAGGERED 3x 3- CLIPS @ 12"oc 3- CLIPS�i 12"oc 10"oc 3x 1280 1190 W Q
<br /> � 6.) ZONE 1 APPLIES U.N.O. � 7
<br /> Y 2W3 BOTH SIDE 0.148x3 1/4" c�D 3"oc STAGGERED 3x 2- CLIPS @ 11"oc 2- CLIPS @ 11"oc 12"oc 2x 980 912 r^ L
<br /> � vJ Q
<br /> Q
<br /> v 2W4 BOTH SIDE 0.148x3 1/4" cLD 4"oc 3x 2- CLIPS � 14"oc 2- CLIPS @ 14"oc 18"oc 3x 760 7Q6
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<br /> �
<br /> T 2W6 BOTH SIDE 0.148x3 1/4" c�D 6"oc 3x 2- CLIPS �20"oc 2- CLIPS @ 20"oc 26"oc 3x 520 484
<br /> �
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<br /> � SHEARWALL SCHEDULE NOTES: REVISIONS.
<br /> � 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS. 9. WHERE PLATE ATTACHMENT SPECIFIES 2- ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM, OR
<br /> `� EQUAL. ATTACH PER DETAILS CITY OF EVERETT
<br /> 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING
<br /> a� Q CORRECTIONS 1
<br /> p SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME 10. IN SEISMIC DESIGN CATEGORY D, E, AND F,ANCHOR BOLTS SHALL BE PROVIDED WITH � 10.19.18
<br /> c STUDS. 3x3x1/4" PLATE WASHERS. EMBED ANCHOR BOLTS 7" INTO CONCRETE.
<br /> 0
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<br /> a 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES.
<br /> � 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS �1 AND DEGRADATION OF ASTENERSDPROVIDE HOT D PPEDRGA VANIZED NAILS AND ICONN�ECT OR N
<br /> N INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED FRAMING MEMBERS.
<br /> � BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS
<br /> N FOR HOLDDOWN REQUIREMENTS. ALTERNATE WALLS DESIGNATED AS PERFORATED SHEARWALLS ALTERNATE NOTES: CADD FILE.
<br /> � REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS.
<br /> �
<br /> �''� 12. 7/16"APA RATED SHERTHING (OSB) MAY BE USED IN LIEU OF 15/32" SHEATHING PROVIDED �$�54
<br /> � 5. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDDOWN POSTS. EDGE NAILING MAY ALSO BE THAT ALL STUDS ARE SPACED 16"oc AND ENGINEER OF RECORD HAS BEEN NOTIFIED IN WRITING
<br /> REQUIRED TO EACH STUD USED IN BUILT-UP HOLDDOWN POSTS. REFER TO THE HOLDDOWN AND APPROVES. DATE: OS.2O.�S
<br /> � DETAILS FOR ADDITIONAL INFORMATION.
<br /> � 13. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING (GWB), CONTACT
<br /> Q 6. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING SHALL BE AT 12"oc MAX. ENGINEER OF RECORD FOR APPROVAL AND ALTERNATE FASTENING REQUIREMENTS. DRAWN: KC
<br /> � 14. AT ADJOINING PANEL EDGES, 2-2x STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A CHECKED: C. BURT
<br /> � 7. USE 0.131x1 1/2" LONG NAILS TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x2 1/2" SINGLE 3x STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER WITH 3" NAILS OF THE SAME
<br /> o NAILS WHEN CLIPS ARE INSTALLED OVER SHEATHING. SPACING AND DIAMETER AS THE PLATE NAILING.
<br /> � 8. FRAMING CLIPS ARE EITHER A35 OR LTPS,OR APPROVED EQUIVALENT 15. CONTACT ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO
<br /> a CAST-IN-PLACE ANCHOR BOLTS. TYPICALLY SET ADHESIVE WILL BE ALLOWED AS AN ALTERNATE.
<br /> a
<br /> �° 16. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHER 3"x3"x1/4". PLATE WASHERS TO BE SLOTTED SO � -
<br /> Y WASHERS IS WITHIN 1J2" OF FACE OF SHEATHING. '„+!'�P'� �{��? ��: �
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