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SHEARWALL SCNEDULE - 7/16" APA RATED SNEATHING W/ NEM-FIR STUDS AND NEM-FfR PLATES
<br /> SNEARWALL PER PLAN WALL PANEL FIELD BOTTOM PLATE RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT
<br /> BOTTOM PLATE NAILING PER TYPE EDGE NAILING NAILING � °'
<br /> SHEARWALL SCHEDULE (3) ROWS (3) OR (4) ROWS SHEATHING » SIC,L PLATE AT ADJOINING SPACING o
<br /> RE: 11/S1,2 & 10/S1.2 RE: 11 S1 2 & 10 S NAILING 0.148 x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5j8" DIA. o
<br /> RE: 11/51.2 & 10/S1.2 � • � 1•2 �3 0 ROWS SPACING TOENAIL TO FRAMING � � EDGES 0 7" EMBED 13 �
<br /> P6TN 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. 4" O.C. N�A N/A 2x 2x 48" O.C. �
<br /> PEN FLOOR SHEATHING ONE SIDE
<br /> RE: 1 S1.2
<br /> � �RE: NOTES SECTION 06160 FOR ALANCE RE: 1/S1.2 7
<br /> �
<br /> FLOOR DIAPHRAGM EDGE NAILING FOR BALANCE pg /16" SNT. 6" O.C. 12" O.C. (1) 4" O.C. N/A 24" O.C. 16" 4.C. 2x 2x 48" O.C. U �
<br /> RE: NOTES SECTION Ofi160 OF SECTION OF SECTION ONE SIDE z �
<br /> f _
<br /> 7/16" SHT. 6" O.C. N A �� 2x (2)2x OR 3x 18' O.C. � �
<br /> P4 4° O.C. 12" O.C. (2) � 16 O.C. �
<br /> 2x BLKG. W/.148"DIA.x3 � 3"OC ONE SIDE 12�� �•C•
<br /> BLOCK TO R�M
<br /> .--{
<br /> �-{NOT REQUIRED FOR P6) _ 7/16" SHT. » � � �
<br /> (2) � 12" O.C. (2)2x OR 3x 12" O.C. � o
<br /> � A35 W/(12) 0.131" DIA. X 1 1/2" � A35 W 12 0.131" DIA. X 1 1 2" � � P3 ONE 51pE 3 O.C. 12' O.C. 4" O.C. N A 10° O.C. 2X , � �
<br /> RE: SHEARWRLL SCNEDULE FOR CONT. 4x RIM �� � � A35 W/(12) 0.131" DIA. X 1 1/2" � � �
<br /> CONT. 4x RIM � � �
<br /> RE: SNEARWALL SCHEDULE FOR RE: SHEARWALL SCHEQULE FOR P2 7/16" SHT. 2" p.C, 12" O.C. (3) 6" O.C. N/A 10" O.C. „ 3x (2)2x OR 3x 24" O.C. � � �
<br /> 2x CONT. RIM SPACING SPACING
<br /> SPACING 10 O.C.
<br /> PEN ONE SfQE � � �
<br /> � RfM/BLOCKING TO TOP PLATE 2P4. 7/16" SHT. 4" O.C. �2" 4.C. (3) 5" O.C. N/A 10" O.C. 3x (2)2x OR 3x 20" O.C. �? �
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SH�ARWALL SCHEDULE BOTH SIDES 10° Q.C. c- +;
<br /> CONN. PER SHEARWALL CONN. PER SHEARWA�L SCHEDULE LTP4 W/(120 0.131" DIA. X 2 1/2° PEN - W � ^
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2° 2p3 7/16" SHT. 3" O.C. 12" O.C. (3) 4" O.C. N/A g�� �.�. 3x (2)2x OR 3x 16" O.C. `� �
<br /> 8" O.G � ° �'
<br /> W/(12) Q.131 DIA. X 2 1/2° SHEARWALL PANEL EDGE NAILING BOTN SIDES � �, ,-,
<br /> PER SCHEDULE SHEATHING (2) SIDES �, �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SNEARWALL PER PLAN - 1 2P2 �/16° SHT. 2" O.C. 12" O.C. (3) 3" O.C. N/A 6" O.C. 6" O.C. �X (2)2x OR 3x 12" O.C. U � �
<br /> SCALE: NONE BQTH SIDES � � �
<br /> SCALE: NONE SCALE: NONE SHEARWAL� SCHEDULE NpTES: � � �
<br /> TYPICA� EXTERIOR SHEARWA�� COI��IECT O�l TYPICA EXTER OR SHEA�WA�� CON�lECT10�1 TYPICA� XT »
<br /> Q,, E ERIOR SHEARWA�I� C0�1�1ECT 0�1 1. STUDS SHALL NOT BE SPACEQ MORE TNAN 16 O.C..
<br /> � P 6 P� U(, P� � �j 2. RE: S1.0 SECTION 06100 "ROUGN FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND G
<br /> � � P 2 " „ � RAQE.
<br /> ❑ 2P4 2P3 2P2
<br /> > > 3. RE: S1.0 SECTION 06160 WOOD SHEATHING' FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALI BE APPLIED DIRECTLY TO FRAMING. f >
<br /> i � y
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER H4RIZONTALLY OR VERTICALLY W1TH ALL PANEL EDGES BACKED/BLOCKED WITH 2° NOMINAL QR WIDER FRAMING. SEE NOTE 5. : (� `'� , ;
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS TNAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALI, SHEARWALL MARKS EXCEPT "P6".
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES QF A WALL AND NAIL SPACING IS LESS TNAN 6" O.C. ON EITHER SID�, PANEI� JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ;r
<br /> FOUNDATION SILt PLATE AND STUDS FRAMING SHALL BE 3" NOMINAL 4R THICKER AND NAILS SHALL BE STAGGERED.
<br /> � ,
<br /> �... �::;. ,. _ :: '�:.� ..;�
<br /> PER SHEARWALL SCHEDULE TYP. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2").
<br /> . ...., �._
<br /> ,, 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25").
<br /> �� , 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT QVER NAIL THE BLOCKING. �
<br /> PROVIDE 3X3X1/4" PLATE 10. ANCHQR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 ANd SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BQLTS IS NOT ALLOWED. S ���1� o
<br /> WASHER C� EA. ANCHOR TYP. 11. GALVANIZED 3" X 3" X 1/4" PLATE WASNERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS !N PLATES IS NOT ALLOWED. � �.�,�,�
<br /> U.N.O. -
<br /> 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2 (Q.131 X 2 1/2 ) NAILS. RE: DETAILS 1, 2, 3 & 6/51.2. � �w
<br /> 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1 j2 (0.131" X 1 1/2') NAILS. RE: DETAILS 1, 2 & 3S1.2. � � ; � ,� �
<br /> 14. A�L NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � �,, �` �' �
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASQNRY SHALL BE PRESERVATIVE TREATED. �,��� , ��
<br /> ° � ° � 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1 f 2 WCH AND STAGGERED. ? b� �
<br /> o Q 4 � � ° 17. r,ALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERI�R BEARWG AND PARTY WALI S.
<br /> ��I,�
<br /> ° � ° o � � � � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 1Q/S1.2 SIM. AND BOTTOM PLATE NAILING.
<br /> 0
<br /> � a ° � � °� � � . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAI�S (0.148" DIA X 3" LONG)
<br /> � A.BOLT PER SHEARWALL SCHEDULE o ° 1 1
<br /> �
<br /> ° � � � SNEARWA�� SCHEDU�E
<br /> Q Q _ �v � �
<br /> � °� PLYWOOD ROOF SHEATHING Q \ � �
<br /> a. . 4 � �a " 4 ' o o Q � p N
<br /> a . Q � 10 � �
<br /> � � � � � ° �4 DIAPHRAGM EDGE NAILWG � � �
<br /> . a a. � � �
<br /> . . . ..
<br /> Q � .Q . ° � . . � SIMPSON LTP4 T '� �
<br /> °� .� . Q °� SIMPSON LTP4 Wj(12) 0.131" DIA. X 1 1/2" 1 TRUSS/JOIST BLOCKING ��,, o
<br /> FOUNDATfON PER PLAN W/(12) D.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING
<br /> WHEN APPLIED OVER SHEATHING _ • = • • ; � • . . . . .. . . . . . . . , BLOCKING CONNECTION TO �
<br /> � � � � � � � -
<br /> TOP PLATE `�
<br /> �
<br /> � I- - - - �- -I 1-- _ _ _ .�-- - -� : : :. ;
<br /> SCALE: 3/4"=1'-0" TYP I C A� S H E A R WA�� SCALE: NONE o
<br /> 4 I V O I V J�D � AN CH OR BO�T TO ('I ( 1 •I I.� � l FRAMING AT 3 5 �f . .�. ,. �.� • ., . � O
<br /> ❑ tl O I V C R E TE � PANEL EDGES . . k �•I
<br /> C❑ TYPICA� S �1PS0�1 �TP4 � � � �
<br /> ❑ � �,
<br /> I I � � I I � � . �r 1-1 : : : : :�: :���:�_� �
<br /> �• EXTERIOR BEARING �
<br /> SUPPORT I'I I � -� i�l. -. 'I �I I. I�I , , . . .�_�. �� � a Q
<br /> i - - - _ _ _ SNEARWALL BEYOND PER � � • � � -� � � �,
<br /> � - - SHEAR WALL SCHED. TYP. ( I f m v
<br /> � I / / \ / � � ROOF/FLOOR SHEATEiING NOTES I 1 I ( • n
<br /> � II II ~ �
<br /> I /�I� I I �'�I 4� 2. CONTWUOUS C01� STRAP� � • � �
<br /> DRAG STRUT PER PLAN � � �
<br /> � � � / �_ BOUNDARY NAILING AT ROOF/FLOOR PERfMETER, AT CONT. ,�,
<br /> II � �
<br /> I � I ( \ I � I � I � / I PANEL EDGES (B.N.) JQIST PER PLAN - TYP. �
<br /> 2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOQD � NQTE: z � �
<br /> � \ / '� / SHEETS AT SUPPORTS AND AT INTERIOR SNEARWALLS
<br /> � MINIMUM SIZE OF SH�ATNING
<br /> / / � / SNALL BE 2'-0" X 4'-0" � -¢ -. DEDICATE STUD BAY AT
<br /> � \ I I / I-\-�`'J I 3. INTERIOR FIE�D NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS PLYWOOD FLOQR SHEATHING BLOCK ALL PLYWD. EDGES
<br /> END OF SHEARWALL FOR
<br /> � - RE: NOTES 06160 NOT SUPPORTED BY HOLDOWN.
<br /> � / � / ~ 4. SEE PLANS FOR PLYWQOD THICKNESS & NAILING SCHEDULE � FRAMING MEMBER.
<br /> --- . . .
<br /> . . . . . . ,
<br /> � O BOTTOM PLATE CONNECTION �
<br /> I ( ( � I \ I ( / ( I \ \ I 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR BLOCKING OR BEAM RE: 1, 2 & 10/S1.2 • . . .�, . �.�" : -i--�
<br /> \ / � / TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN � � � � �
<br /> I �� \ � � I� I I j g, MIN. EDGE DISTANCE FOR NAI�S SHALL BE 3/8" SHEARWALL BEYOND PER DIAPHRAGM EDGE NAILING � (• � .�.�.�. �. • ' � PER SCHEDULEOR NO�DOWN �
<br /> / \ / \ � TYPICAL�ALL SCNED. 3/S9.0 (
<br /> � I � ( . . . . . . . . .�. . ." �
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2'-Q" X 4'-0" I.� �` I•� If . . . . {��:�f �
<br /> g, NAILS SHALL NOT BE OVER DRIVEN �CONTINUQUS COIL STRAP � � . _�.�. . .�.�. I � � ` �
<br /> � � ( I I � I;. . . . . . . . .: ; . ; CONT. 2x RIM �---�
<br /> DRAG STRUT PER PLAN � f � . :o, W/BLOCKING IF REQUIRED �
<br /> � ( ' � . . �
<br /> �CS2Q _ I � . . . . .�. � CJ�
<br /> WALL BELOW 0.148" DIA. X 2 1/4" aT s" o.c. WALL ABOVE �--a �
<br /> STAGGERED
<br /> SCALE: NONE „ SHEARWA8L ��A. X 2 1/4° AT BLOCKING OR CO�NT. RIM CONNECTION ' �
<br /> TO TOP PLATE �p C� v
<br /> SCALE: 3/4 = 1'-Q" � `�"', �j
<br /> HOLDOWN � d-�
<br /> 7 ROOF/F�OOR SNEATNI�IG �AYO�T - _ _ _ _ - - - _ �• � � � - - RE: ,o, �,, 14 & 15/S1.3 a
<br /> 0 DRAG STRUT DETA �S - - - - - - . - �
<br /> � I � � �
<br /> � r . � ��I . . :�.. :�: ��' � PROVIDE PANEL AT NAILING �
<br /> I e I � �' � FRAMING AT 3 5 i � ATTRCH �TO HOLDOWNS TYPICAL .
<br /> 1 • PANEL EDGES �.� � � �� � � ` � � �
<br /> I •I . . k I : � O
<br /> (1) 1 1/2" 2 1 1 2" CONT. � ��2 I f I } I � � � AT ADJOINING PANEL EDGES PROVIDE
<br /> �
<br /> � � � SOLID SIM. {� (2) 2x FRAMING AT � � (.I ��. . .�. � . . . �. PANEL EDGE NAILING AND FRAMING PER �
<br /> (•I I I•t •I I. SHEARWALL SCHEDULE (STAGGER NAILS} � � �
<br /> CONT. RIM RIM PLUS BLOCKING R�� ADJOINING PANE� EDGES. � � � ( �
<br /> . .
<br /> .. .
<br /> . . . . .
<br /> . . . . . .
<br /> BELOW . . .
<br /> BELOW . .--- _----- -.-- ' �i
<br /> �
<br /> . . .
<br /> � � T' � � BLOCK ALL PLYWOOD EDGES NOT � t-�
<br /> �� II I � . • � II � (
<br /> SUPPORTED BY FRAMING MEMBERS AND F-.�
<br /> � � � ' NAIL W/PANEL EDGE NAILING 3 5 � �
<br /> RIM TO BLOCKING I,I (
<br /> N � � � r, .148 DIA.x3 NAILS � � �, I � I � � �
<br /> � �
<br /> � � � � � � 3"OC TYPICAL U' � � I ( J-���� GALVANIZED ANCHOR BOLT RE: 5/SL2 V r,.� �
<br /> � � � N � � FIELD � � ,� . _ W/ 3 X 3 X 1/4° GALVANIZED WASHER � Q
<br /> NA�NG � � � � DIA./SPACING PER SHEARWALL SCHEDULE. 13 � �
<br /> 4
<br /> I.I_ . .�.�. . . . . � FOUNDATION SILL PLATE � � ,�
<br /> 1 �f4» 3 f4" � I�I . : S T A G G ER NAILING � �
<br /> I J ( I . .�. . . . . .�.�.I RE: SHEARWALL SCHEQULE FOR SIZE 1� � �
<br /> (1) ROW . . . . . . . �
<br /> (2) ROWS (3) ROWS I.� � I I � � � _ = HOLDOWN ANCHOR PER PLAN �
<br /> CENTERED ON CENTERED ON CENTER ON I. � � _�•�. RE: 1 & 10 S1.3 � ^
<br /> ��f � I I I __�: � � � �
<br /> RIM BELOW RIMS BELOW R!M BELOW �I � �
<br /> I 1 I r1 I . . �.� -� ao.� � �,
<br /> P 6 T�1, P 6 P 4 � P 3 P 2, 2 P 3, 2 P 4, 2 P 2 _ �� . _ _ � � _ . ' _ _ _ .� :� . . CONCRETE FOUNDATION � � �
<br /> � . . J. . • ^ . �q . . � . . \� j w w .
<br /> il , d . G '• _ . . � ^ .. 1. ^ • • 4 .
<br /> . J .^ a a � � . � p Q. � ' . q�� ' .. ' !� . ^ ^ � .
<br /> PROVIDE MINIMUM OF TWO BOLTS PER
<br /> n .f ' . �Q � . °^ ° : �. .a � . � _ ^ � �a Q� °� � , � PLATE WITH ONE BOLT NOT LOCATED
<br /> MORE THAN 12 INCHES OR LESS THAN
<br /> I � � . ' " . � � '� � . a � a � a ^ ^ � � " J 7 BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE v° ^ ( ) O
<br /> SCALE: NONE
<br /> 10 BOTT01� P�ATE
<br /> f�AI�II�G PATTER�1 I � � TYPICA� SHEARWA�� �IOMENC�ATU ' .
<br /> RE (E�EVATON)
<br />
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