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� SHEARWALL SCHEDULE - 7/16" APA RATEQ SHEATHING W/ HEM-FIR STUDS AND HEM-FIR P�ATES
<br /> SHEARWALL PER PLAN � WALL PANEL FIELD BOTTOM PLATE RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT
<br /> BOTTOM PLATE NAILING PER O o�
<br /> (3) ROWS TYPE EDGE NAILING NAILING 0.14& x3.25 LTP4 DIRECT �
<br /> SHEARWALL SCNEDULE (3) OR (4) ROWS SHEATHING �_ �� SILL PLATE AT ADJOINING SPACING o
<br /> RE: 11/S1.2 & 1Q/S1.2 RE: 11/S1.2 & 10 S1.2 NAILING ROWS SPACING TOENAIL A35 ONLY 10 PANEL 5/8" DIA, o�
<br /> RE: 11/S1.2 & 10/S1.2 � �3 � TO FRAMING � EDGES � 7" EMBED 13 0�
<br /> P6TN 7/16" SNT. 6" O.C. 12" O.C. (�� 4,� O.C. 4" O.0 N/A _ N/A 2x 2X 48,, O.C. �
<br /> PEN FLOOR SHEATHING ONE SIDE
<br /> RE: NOTES SECTIQN 06160 RE: 1 S1.2
<br /> RE: 1/51.2
<br /> FLOQR DIAPHRAGM EDGE NAILING � FOR BALANCE FOR BA�ANCE P6 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. N A �� ° 2x 2x 48" O.C. U �
<br /> OF SECTION OF SECTION ONE SIDE
<br /> � 24 O.C. 16' O.C. z �
<br /> RE: NOTES SECTION 06160 � ^
<br /> P4 7/16° SHT. q" O.C. 12" O.C. (2) 6" O.C. N/A 16" O.C. 2x (2)2x OR 3x 18" Q.C. T � �
<br /> 2x BLKG. W/.148"DIA.x3 C� 3"OC ONE SIDE 12" O.C. "
<br /> BLOGK TO RIM
<br /> � �
<br /> NOT REQUlRED FOR P6) �, P3 7/16" SNT. 3" O.C. 12" O.C. (2) 4" O.C. N/A 12" O.C, „ 2x (2)2x OR 3x 12" O.C. � � Q
<br /> A35 W/(12) 0.131" DIA. X 1 1/2° A 3 5 W 1 2 0.1 3 1" D I A. X 1 1 2" 1 » O N E S I D E 1 0 O.C. �
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM � A 3 5 W/(1 2) 0.1 3 1 D I A. X 1 1/2° , �n � �
<br /> RE. SHEARWALL SCHEDULE FOR / 2' O.C. 6' O.C. N A 3x 2 2x QR 3x
<br /> SPACING P2 7 16 SHT. ' 12" O.C. 3 � / ' O 24" O.C, � � �
<br /> 2x CONT. RlM SPACING SPACING � ) 19' O.C. 10" O.C. � Q
<br /> PEN ONE SIDE
<br /> �- +, c�
<br /> RIM BLOCKWG TO TOP PLATE 2P4 7/16" SHT. q,' O.C. �2" O.C. 5" O.C. N A 3x (2)2x 4R 3x 20" O.C. .� v
<br /> � (3) � 10 O.C. 10n O.C. � +,
<br /> RIM/BLOCKING TO TQP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES u � �
<br /> CONN. PER SNEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 W/(120 0.131" DIA. X 2 1/2" PEN
<br /> SCHEDULE A35/LTP4 LTP4 Wf(120 0.131" QIA. X 2 1/2" 2P3 7/16" SHT. 3" O.C. 12" O.C. (3) 4" O.C. N/A g�� p� 3x (2)2x OR 3x 16" O.C. ~ �
<br /> 8' 0,C.
<br /> W/(12) 0.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAI�ING BQTH SIDES � � �
<br /> PER SCHEDULE SHEATHING (2} SIDES
<br /> � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN 2P2 7/16" SNT. z" p.�, �2" O.C. (3) 3" O.C. N/A 6" O.G. 3x (2)2x OR 3x 12" O.C. -'-' v �
<br /> SHEARWALL PER P�AN 6" O.C. �� �' o�
<br /> SCALE: NONE SCALE: NONE BOTH SIDES � � �
<br /> -
<br /> SCALE: NONE SHEARWALL SCHEDULE NOTES: � ° �
<br /> TYPICA� EXTERIOR SHEARWA�� CO�1f�ECT10l� TYPICA� EXTERIOR SNEARWA�� CO(��1ECTIO�I T Y P I C A� E X T E R I O R S H E 1. S T U D S S N A L L N O T B E S P A C E D o ��
<br /> �} p� A R W A�� C O N f�E C T I O N M ft E T H A N 1 6 O.C..
<br /> � P 6 y P`t C X, P� � 3 2. RE: S1.0 SECTION 06100 "ROUGH FRAM I N G" F O R R E Q U I R E D W A L L S T U D A N D P L A T E S P E C I E S A N D G R A D E. ' � ' �;;
<br /> P2 0 2P4 2P3 2P2 �. » �� , �A F,4�� �
<br /> a � 3. RE: S1.0 SECTION 06160 WOOD SHEATHING FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SNEAR WALL PANELS SHA�L BE APPLIED DIRECTLY TO FRAMING. ' � '�
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER NORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLQCKED WITH 2" NOMINAL OR WIDER FRAMING, SEE NDTE 5. `� �;, � ; a" " ,;
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE �ESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL $HEARWALL MARKS EXCEPT "P6". ' , ` s , �
<br /> 6
<br /> . WHE
<br /> RE PAN L
<br /> �,
<br /> E S ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 O.C. QN EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ��
<br /> FOUNDATION SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED.
<br /> " 4,...:.�_' ;>: . ::: ,:: :;
<br /> PER SHEARWALL SCNEDULE TYP. 7. NAILS FOR PLYWOQD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2").
<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 OVER NAIL THE BLQCKING, S �� �
<br /> PROVIDE 3X3X1/4" PLATE 10. ANCHOR BOLTS SHAL�. BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT AL.LOWED. � ��.� p
<br /> WASHER � EA. ANCHOR TYP. 11. GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACN ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. � �� �,
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1�2 (0.131 X 2 1/2 ) NAILS. RE: DETAILS 1, 2, 3 & 6�S1.2. � �`�
<br /> 13. A35 FRAMING ANGLES SNALL BE INSTALLED WI�N 12-8d X 1 1/2 (0.131 X 1 1/2 ) NAILS. RE: DETAILS 1, 2 & 3S1.2. e� � ; � �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GA�VANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � �` �
<br /> 15. ALL WOOD IN CONTACT�WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. �� �,�
<br /> ° � ° � 16. WHERE BOTTOM PLATE NAI�ING SPECIFIES A SPACING OF 4 WCHES OR LESS NAILS SMALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCN AND STAGGERED. `�?��y �� �
<br /> o � o ° 0 ° o ° ��
<br /> 17. GALVANIZED EXPANSION ANCHQRS OF SIMILAR. DIAMETER AND EMBEDMENT ALI�OWED AT INTERIOR BEARING AND PARTY WALLS. b��
<br /> ` ° ° o ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PRQVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BQTTOM PLATE NAILING.
<br /> 0 0 �
<br /> � o � ° � � � 1- . WHERE BUILDING OFFICIALS ALLON(, OSB SHEATNWG MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG)
<br /> - A.BQLT PER SHEARWALL SCHEdULE o ° �
<br /> � ° ° � SHEARWA�� S
<br /> CHEDU�E
<br /> a ° ° � � �
<br /> � � � �
<br /> Q . . , � a
<br /> a PLYWOOD ROOF SHEATHING q �;, N
<br /> 'a . o
<br /> a . a
<br /> � � �
<br /> O `N �-
<br /> � � d. Q d �� DIAPHRAGM EDGE NAILING
<br /> a , a
<br /> . �.."a � .d . p .
<br /> Q
<br /> � � �A . ° �: . � . . SIMPSON LTP4 � �
<br /> °a : � a °� SIMPSON LTP4 W��12� 0.131" DIA. X 1 1 f2" TRUSS�JOIST BLOCKING �.^�..� 0
<br /> FOUNQATION PER PLAN Wf(12) 0.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING
<br /> • • • • • • . . . . . . .. . . . . . . , BLOCKING GQNNECTION TO �
<br /> WHEN APPLIEQ QVER SHEATHING - - - - - - - - - - - - - ' � ' � � TOP PLATE �
<br /> . . . . . . . . . . .
<br /> - � � _ _ �
<br /> SCALE: 3/4"=�'-o" TYP I C A� S H E A R WA�� SCALE: NONE � T) I ,� ��� :� �: : : : � � � �
<br /> 0
<br /> [�4 �IOT USE� 5 A�ICHOR BOL.T TO �0�1C �.I I � I�I I�I �' I FRAMING AT 3 5 ��I .� � .:_.. �. : .� . O �
<br /> �
<br /> RETE 0 TYPICA� SI�IPSOI� I�TP4 PANEL EDGES k �.� � o
<br /> �
<br /> I � II �
<br /> _ I . �" � � : . . :�.�::�. �
<br /> 1• EXTERfOR BEARING
<br /> SUPPORT �'I I � --.- ---��-. -. �.- -.- �I •) I• �. . . ..�.�. .: � t�
<br /> .
<br /> . . ;.
<br /> ARWALL BEYOND PER . . . . .
<br /> -
<br /> - - - - - - SHEAR WALL SCNED. TYP. I I ' � � -., �. I } . . . . . . . m U
<br /> - �
<br /> I � / \ / � \ ROOF/FLOOR SHEATHING NOTES ( � v
<br /> � ��/ ( ( \I I/ 2 ( CONTlNUOUS COIL STRAP� � I I I ~ �
<br /> la � � �
<br /> DRAG STRUT PER PLAN � � �
<br /> � \ � � / �, BOUNDARY NAILING AT ROOEfFL40R PERIMETER, AT CONT. _ ' �
<br /> / � \ I � � I ( � I / ( PANEL EDGES (B.N.) JOIST PER PLAN TYP. I I 1 -
<br /> I � �
<br /> / 2, EDGE NAILING (P.E.N.) AT ALL EDGES QF ALL PLYWOOD
<br /> NOTE: C> � W
<br /> \ / \ / SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS MINIMUM SIZE OF SHEATHING
<br /> / I / � / � I SHALL BE 2'-0" X 4'-0" � 4 -� DEDICATE STUD BAY AT
<br /> /II\ II /I��ZJ I 3. INTERIOR FIELD NAILING (F.N.) 12° O.G. AT BEARWG SUPPORTS PLYWOOD FLOOR SHEATHING BLOCK ALL PLYWD. EDGES
<br /> � RE: NOTES 06160 NOT SUPPORTED BY
<br /> � END OF SHEARWALL FOR
<br /> \ ( � � � � FRAMING MEMBER. HOLDOWN.
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE �
<br /> .
<br /> . . ,
<br /> BOTTQM PLATE CONNECTIdP1 � � �
<br /> I \ I ( � I ( � I f /� I � I 5. �ONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR BLOCKING OR BEAM � RE: 1, 2 & 10jSL2 �.�.�. . . . . .�. ', . �
<br /> \ / � / \ TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN • 'I �.� , � �'I� ' �
<br /> I /I I � I I /I f\ (� / 6. MIN. FDGE DISTANCE FOR NAILS SHALL BE 3/8° SHEARWAL� BEYOND PER QIAPNRAGM EDGE NAfLING I (� . � � ADD L STUDS FOR HOLDOWN �
<br /> ,� 4 I . . . . . . . . k' ;." PER SCNEDULE. �
<br /> . . . . . .
<br /> / � / � � / SHEARWALL SCHED. 3/S9.0 . . . . . . , . . . , , ,
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2�-0�' X 4'-0" TYPICAL C.) � I.) I' �. . .�'�.�' �
<br /> g. NAILS SHALL NOT BE OVER DRIVEN %k CONTINUQUS CQIL STRAP � ( . .�. . .�. . . `
<br /> �•I �` � I;�. . . . , . . . .: : :. � CONT. 2x RIM o
<br /> DRAG STRUT PER PLAN � I I. . . . . . . ... . .o' W/BLOCKING IF REQUIRED �
<br /> �CS20 �J I L_1___ � �.�. . . ; ; ; �
<br /> � �
<br /> WALL BELOW 0.148" DIA. X 2 1/4" aT s" o.c. WALL ABQVE � ��
<br /> STAGGERED
<br /> SCALE: NONE (14) 0.148" DIA. X 2 1/4" AT BLOCKING QR CONT. RIM CQNNECTION ' �"'�
<br /> SHEARWALL TO TOP PLATE 10 � �
<br /> � � � SCALE: 3�4" = 1'-0" � �
<br /> HOLDOWN
<br /> 7 ROOF�FI�OOR SHEATHI�IG �AYOUT � = �� _ �� � - - - . • • � . � • .... �_ : : R�: ,o, ,,, ,4 & ,5,s,.3 � �
<br /> 0 DRA� STRUT DETAI�S - - - - - � � � � � � .
<br /> �l I � � �
<br /> � � ��I�. . � �_�_�� �� PROVIDE PANEL AT NAILING
<br /> �
<br /> -
<br /> I.) I � I.I .) �'I FRAMING AT � � A7TACH o0 HOLDOWNS TYPICAL .
<br /> PANEL EDGES 3 I•I . . � � .� �k.�` ; � �
<br /> (1) 1 1/2" (2) 1 1/2" CONT. 3 1/2 _ I , I I . . . . . . � �
<br /> ( I I I `�' : i AT ADJOINING PANEL EDGES PROVIDE �
<br /> SIM. Q t � I � �• SNEARWA LESCNE ULE NSDTAGGERNNAI SR 5 � �
<br /> CONT. RIM RIM PLUS BLOCKING SOLID (2) 2x FRAMING AT . . � ) O � • �
<br /> BELOW BELOW �IM ADJQINING PANEL EDGES. I � T +•I. -. �•I � �' I.I . . .. . . : .�. . �
<br /> . . .
<br /> . . �
<br /> . ; .
<br /> � � � BLOCK ALL PLYWOOD EDGES NOT � �
<br /> � � � � �_ . ' � � � -.. _ I , . . . . .
<br /> � f ) SUPPORTED BY FRAMING MEMBERS AND
<br /> � � NAIL W/PANEL EDGE NAILWG 3�� �
<br /> I.I � I I a
<br /> RIM TO BLOCKING �
<br /> N � � � �, .148"DIA.x3" NAILS � � � �
<br /> W S � � � C� 3"OC TYPICAL � � � GALVANIZED ANCHOR BOLT RE: 5 S1.2
<br /> � C,� r--� �+
<br /> � � � � � � f I FfELD i ' W/ 3 X 3 X 1/4" GALVANIZEQ WASHER Q
<br /> NAILING .� .�
<br /> --'� DIA./SPACING PER SHEARWALL SCHEDULE. 13 � C� �
<br /> O • FOUNDATION SIL� PLATE
<br /> , „ ��
<br /> I�I. . . . . . . .�. . � � � .�
<br /> 1 1/4' 3/4 � I�I .� � � : STAGGER NAILING � �
<br /> �� l. . . . . . . . . � �:�. RE: SHEARWALL SCHEDULE FOR SIZE � � �
<br /> (1) ROW (2) ROWS (3) ROWS . . . . . . . �
<br /> I I I I � � � ' - ' HOLDOWN ANCHOR PER PLAN �
<br /> CENTEREQ ON CENTERED ON CENTER ON I. � (.I.�,�. . . . �. . =r-�. � �
<br /> RE: 1 & 10/S1.3 � � �,
<br /> RIM BELOW RIMS BELOW RIM BELOW �•I I•) �•) � � . .�. 3�:I.' �
<br /> I I r I I �.� . . -��. � � �
<br /> P 6 Tf�, P 6 P 4 � P 3 P 2, 2 P 3, 2 P 4, 2 P 2 _ �I - . _ _ I � _ � _ _ :I .:�� : , . ; CONCRETE FOI�NDATION � � �
<br /> . . •. . . . . . - .
<br /> : ^ a . J • • _ .
<br /> � n 4 .a. . Q n . � � .'� ^..� �� Q ^ �.
<br /> � a � � „ ° . II II PROVIDE MINIMUM OF TWO BOLTS PER -
<br /> ` � a � � ^ � PLATE WITH ONE BOLT NOT LOCATED
<br /> n .� . �a � ' - � `� � �'� n . . A , ^ II 6 II � il i _
<br /> � L� MORE THAN 12 INCHES OR LESS THAN
<br /> SCALE: NONE
<br /> � � ^ ' ^ ^ �" Q � � a ' ° 'a ^ ^ ^ � : ^� � (7) BOLT DIAMETERS FROM THE END. 13
<br /> 1 O SCALE: NONE
<br /> BOTTONI P�ATE �lAl�l�lG PATTER�1 � 2 TYPICA� SNEARWA�L 1�0�1Ef�C�ATURE E�E�AT ° �
<br /> _ ( IOf��
<br />
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