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SHEARWA�L SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-F1R STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDA110N FRAMING ANCHQR BOLT a�
<br /> BOTTOM PLATE NAILING PER - TYPE SHEATHING EDGE NAILING NAILING SILL PLATE AT ADJOINING SPACING �
<br /> (3) RdWS � (3) OR (4) ROWS NAfLING 0.148"x325" LTP4 DIRECT A35 ONLY 1Q PANEL 5/8" DIA. �
<br /> SHEARWALL SCHEDULE RE: 11/S1.2 & 1Q/S1.2 RE: 11/S1.2 & 10/S1.2 Q O ROWS SPACING TOENAIL �[0 FRAMING � EDGES � 7n EMBED �
<br /> RE: 11 fS1.2 & 10/SL2 �
<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 RE: 1/S1,2 » �� �� > U �
<br /> RE: NOTES SECTION 06160 P6 7/16" SHT. 6 O.C. 12 O.C. (1) 4 O.C. N/A 24" O.C. 16° O.C. 2x 2x 48' O.C. z �
<br /> FOR BALANCE FOR BALANCE
<br /> FLQOR DIAPHRAGM EDGE NAILING ONE SIDE -
<br /> OF SECTION OF SECTION � �
<br /> RE: NOTES SECTION 06160 7/16" SHT. �� � 6" O.C. N/A 2x OZx QR 3x ' � w
<br /> P4 4 O,C. 12' O.C. (2) 16" O.C. 2 18' O.C.
<br /> 2x BLKG. W/.148"DIA.x3 � 3°OG ONE SIDE 12" O.C. � �
<br /> BLOCK TO RIM �
<br /> NOT REQUIRED FOR P6) P3 ��16" SNT. 3" O.C. 12" O.C. (2} 4° O.C. N/A 1�" p.C. 2x (2)2x OR 3x 12" O.C. 1 � o
<br /> 10" O.C.
<br /> ONE SIDE cn :� o
<br /> A35 W/(12) 0.131" DIA. X 1 1/2" A35 W/(12) 0.131" DIA. X 1 1/2" � A35 W/(12) 0.131" DIA. X 1 1/2" _ � � �
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM CONT. 4x RIM / 2 O.C. 6' O.C. N A � �
<br /> RE: SHEARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR 7 16" SHT. °' » ' > 3x 2 2x OR 3x 24 O.C. � � co
<br /> SPACING SPACING SPACING P2 12 O.C. (3) � 10' O.C. 10" O.C. �
<br /> 2x CONT. RIM PEN ONE SIQE � � �
<br /> - c�
<br /> RIM/BLOCKING TO TOP PLATE 2P4 7/16" SHT. 4" O.C. 12" O.C. (3) 5" O,C. N/A 10" O.C. 10" Q.G. 3x �2�2x OR 3x 20" Q.C. � �
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES W � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 W/(120 0.131" DIA. X 2 1/2" PEN 2P3 7/16" SHT. 3" Q.C, 12" O.C. (3) 4" O.C. N/A g°° p� „ 3x (2}2x OR 3x 16" O.C. � o �
<br /> SCHEDULE A35/LTP4 LTP4 Wj(120 0.131 DIA. X 2 1/2' 8 O.C. � �, �
<br /> W/(12} 0.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAILING SHEATHING (2) SIDES BOTH SIDES � � �,
<br /> PER SCHEDULE 2P2 7/16" SHT. 2" p,C, 12" O.C. (3} 3" O.C. N/A 6" O.C. >, 3x (2)2x OR 3x 12" O.C. U � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEAftWALL PER PLAN BOTH SI6ES 6 O.C. � � �
<br /> SCALE: NONE SCALE: NONE SCAIE: NONE � � �
<br /> TYP CA� EXTER OR SHEARWA�� CON�IECTION TYP CA� EXTER QR SNEA�WA�� CO(�NECT 0�1 TYP CA� EXTER OR SHEARWA�� CO�II�ECT10�1 SHEARWALL SCHEDULE NOTES:
<br /> 1 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. � sr
<br /> � P� � �I � �(� � 2 P 2 2. RE: S1.Q SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. � �`� �
<br /> P 6, P 4 8c P 3 ' a 3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. � r` ��
<br /> k E; �y
<br /> 4. S H E A T H I N G P A N E L S M A Y B E I N S T A L L E D E I T H E R H O R I Z O N T A�I Y O R V E R T I C A L L Y W I T H A l.� P A N E L E D G E S B A C K E D/B L O C K E D W I T H 2" N O M f N A L O R W I D E R F R A M I N G. S E E N O T E 5. ' k" '� C� � F� �
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SNA�L NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". � ' fi 4i �����A� ' �
<br /> � '•'v''1::;;''.,%;:F...)�FS�::f�',<y n.'.,`_��'::..,:x::"'�S":.r'
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O,C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ;� � � ��� ���: } ,�y f
<br /> £� `
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. < -:� ;=h� . ='r,;
<br /> �..,
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIE�D NAILING SHALL BE 8d COMMON (0.131" X 2 1/2").
<br /> PER SNEARWALL SCHEDULE TYP.
<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 BLOCKING. �
<br /> PROVIDE 3X3X1/4" PLATE - 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-3Q7 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NQT AI.I.OWED. � ���1� o
<br /> WASHER � EA. ANCHOR TYP. 11. GALVANIZED 3" X 3° X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSWG PLATE WASHERS IN PLATES IS NOT ALLOWED. ti 1��
<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. �� . , �i�
<br /> 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-Sd X 1 1/2 (0.131 X 1 1/2"} NAILS. RE: DETAILS 1, 2 & 3S1.2. � • . ,�ti � <C
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL �' o � � o
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. � � r��`'
<br /> ° ° �p 16, WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. `�?��'
<br /> 0 0 � p o 0 0� 17. GALVANIZED EXPANSION ANCHQRS OF SIMILAR. DIAMETER ANQ EMBE.DMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �I,�
<br /> � � ° ° � ° 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EOGES ACCEPTABLE PROVIDED STUQS ARE ATTACHED PER 1Q/51,2 SIM. AND BOTTOM PLATE NAILING.
<br /> 0 0° o ° �� � o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIEQ QVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG)
<br /> A.BOLT PER SHEARWALL SCHEDULE ° � �
<br /> 0
<br /> �� � ° SNEARWA�� SCHEDULE
<br /> �
<br /> i 0 0 � \ � �
<br /> , PLYWOOD ROOF SHEATNING Q � Q N
<br /> a. o � �
<br /> � :a o o � �
<br /> ° ° ° a a �� � DIAPHftAGM EDGE NAILING �
<br /> a . a � � � � a . o w �
<br /> a . : . Q
<br /> . . o . Q SIMPSON LTP4 TRUSS/JOIST B�OCKING w �
<br /> A 4° °. SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1/2"
<br /> � FOUNDATION PER PLAN W/(12) Q.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING BLOCKING CONNECTION TO `�
<br /> WHEN APPLIED OVER SHEATHIN ' - � � � - - � - - � - � - � - ' � ' TOP PLATE �
<br /> � - - - - � - � - - - - �. _ �. :�:. : . : : �
<br /> SCALE: 3/4"=1'-0" TYP C A� S H E A R WA�� SCALE: NONE FRAMING AT • . • O �"
<br /> � I � I•' I• �! PANEL EDGES 3 5 �. . . . . .,. ._. k �:.1.
<br /> 4 �IOT �SED 5 A�IGNOR BO�T TQ CO�ICRETE 6 TYPICAL S �PSOf� �TP4 � .� � > 0.
<br /> 0 ❑ �
<br /> _ _ _ _ I � � I � � : : : : : E�1;1� � �
<br /> 1. EXTERIOR BEARING
<br /> SUPPORT ('I I 'T _._._. �' � I�I _ . _�. . "�. . _ � ..� F- q
<br /> SHEARWALL BEYOND PER � •-'- :` ' �' � � � � � � � � � m v
<br /> _ _ _ T _ SNEAR WALL SCHED. TYP. I I ( 1 I r . cn
<br /> � � ROOF FLOOR SHEATHING NOTE$ � � ~ �
<br /> � � � / � J CONTINUOUS COIL STRAP� � g
<br /> I \ ( � 4� 2. \ DRAG STRUT PER P�AN �� �� I. � I � �
<br /> / / \ �. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT C4NT. -�-� �
<br /> I � I ( \ \ I I � � I I / / I PANEL EDGES (B.N.) JOIST PER PLAN - TYP. � (� NOTE: � �
<br /> [ z ' W
<br /> 2. EDGE NAILING (P.E,N.) AT ALL EDGES OF ALL PLYWOOD rl I MINIMUM SIZE OF SHEATNING , „
<br /> � SNEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS J S H A L L B E 2-0 X 4-0
<br /> / � / � � � / � BLOCK ALL PLYWD. EDGES 1 -4 ' DEDICATE STUD BAY AT
<br /> ( � � ( / {"�-� ' 3. INTERIOR FIEL� NAILING (F.N.} 12" O.C. AT BEARING SUPPORTS PLYWOOD FLOOR SHEATHING END QF SHEARWALL FOR
<br /> N4T SUPPORTED BY
<br /> � RE: NOTES 06160 FRAMING MEMBER. HOLDOWN.
<br /> \ '� � � � 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE • •
<br /> BOTTOM PLATE CONNEC110N � � " �
<br /> . . . . . . . . . . . . . . �
<br /> \ / � / \ 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR BLOCKING OR BEAM 7 RE: 1, 2 & 10/S1,2 - �
<br /> . ,
<br /> II I ( I I I TQ TRUSS SYSTEM FRANiING & FLOOR FRAMING, PER FLA .� ��� F.�'I• ' �
<br /> �' ' PER SCHEDULE. �i
<br /> � / � / \ N ADDL STUDS FOR HOLDOWN
<br /> � I ( � DIAPHRAGM EDGE NAILING I � . .
<br /> � � � � g. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" SHEARWALL BEYOND PER I . . . . . . _ .�. � . .�
<br /> / � / \ / SHEARWALL SCHED. 3/S9.Q �
<br /> 7 MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL I. � �,I ' . . .�'�:�� Q
<br /> • � (. . . . . . . . . . . . . �
<br /> g, NAILS SHALL NOT BE OVER DRIVEN �CONTINUOUS COIL STRAP h I I I � I I (, .:. . . .:. .:.:. : .. : CONT. 2x RIM �
<br /> DRAG STRUT PER PLAN � I :o. W/BLOCKING IF REQUIRED �
<br /> 1 _
<br /> �CS20 � - LL� - � � _ ' . . .'. . .�. � �
<br /> . . , . . . . . . . . . . ., . . .
<br /> WALL BELOW o.�4s" DIA. X 2 1/4" AT s" o.c. WALL ABQVE -=�
<br /> STAGGERED -- B�OCKING OR CONT. RIM CONNECTION
<br /> (14) 0.148° DIA. X 2 1/4" AT TO TOP PLATE �p � �
<br /> SHEARWALL �
<br /> SCALE: NONE SCALE: 3/4" = 1'-0" , HOLDOWN CL� O
<br /> 7 ROOF F�OOR SHEATHI�JG �AYOUT g - _ _ . . _ _ - T - _ � •. _ � -- T - �:: : :� :.' RE: ,o, ,,, 14 & 15/S1.3 � �
<br /> � / ❑ DRAG STR�T DETAI�S �.I. . . . . . . . . . � PROVIDE PANEL AT N I ING
<br /> �I I (� � ( � } . A� � �
<br /> � AT END OF WALL STUDS THAT �
<br /> I, ('• FRAMING AT 3 5 �j. . .._ ... . .:. • ATTACH TO HOLDOWNS TYPICAL .
<br /> I � • PANEL EDGES � � . : � Q
<br /> � _ I � ( I I � I'.) . . . . . . . . . . � ` AT ADJOINING PANE� EDGES PROVIDE �-I
<br /> (1) 1 1/2° (2� 1 1�2" GONT. 3 1 2" PANEL EDGE NAILING AND FRAMING PER
<br /> SOLID SIM. C� (2) 2x FRAMING AT I I �I . SHEARWALL SCHEDULE (STAGGER NAILS) � � �
<br /> CONT. RIM RIM PLUS BLOCKING RIM ADJOINING PANEL EDGES. ' I � __'__ �•-. -. �� � T • I'I ,�� ' � � �
<br /> BELOW BELQW BELOW _ ._ L � _., _.. . . .� � BLOCK ALL PLYWOQD EDGES NOT � �
<br /> I SUPPORTED BY FRAMING MEMBERS AND
<br /> � � � ( 1 I I NAIL W/PANEL EDGE NAILING 3 5 Q,�
<br /> RIM TO BLOCKING I,I � O1
<br /> J `�' �, .148"DIA.x3" NAILS � � �, �
<br /> � � � w � C� 3"OC TYPICAL � � � I I FIELD , � � � , ` �` Wf 3 X 3 X 1/4" GALVANIZED WASHER � O
<br /> GA�VANIZED ANCHOR BOLT RE: 5/S1.2 r--� �
<br /> � � � � � � NAILING DIA./SPACING PER SHEARWALL SCHEDULE. 13 �
<br /> � �� . . .�.�. . . , .� FOUNDATIQN SIL� PI.ATE � I •�
<br /> 1 1 4" 3/4" � �'�..' REAG NEARWALL SCHEDULE FOR S1ZE 1�2 � �
<br /> � rJ I � : � . � r��
<br /> (1) ROW (2) ROWS (3} ROWS •I � • �) . � � � � _.* HOLDOWN ANCHOR PER PLAN � r
<br /> CENTERED ON CENTERED ON CENTER ON I• � _ _ RE: 1 & 10/S1.3 � H �
<br /> RIM BELOW RIMS BELOW RIM BELOW � I ( ( ( '�=I' � � �
<br /> I I rJ �I � :�: _�
<br /> CONCRETE FOUNDATION ,� � �
<br /> P6Tf�, P6 P4 �C P3 P2, 2P3, 2P4, 2P2 _ �I - . - -i .� - . - - � , �1 : ��: � . � w w
<br /> J. . . .. . . . . .. .. . ^ . . . .. . .. .. . .. . _ ..
<br /> , . ^ . . .Q_ ' .a. . . . h .'�. ^" Q . . �
<br /> � " ^ ° . � ° . � � � . a �' ^ � ' - PROVIDE MINfMUM OF TWO BOLTS PER
<br /> J ° �' " `II � � � PLATE WITH ONE BQLT NOT LOCATED
<br /> � �Q Q,. - . ` . `a �. � a ^ � . ,, � a,�, L� a ` . � ,
<br /> ,� a _ d „ . . , � MORE THAN 12 INCNES OR LESS THAN
<br /> i � � . �� ^ � ' " ° aa � ^ � i (7) BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE SCALE: NONE
<br /> 1 � BOTTONI P�.ATE NAll�ff�G PATTER�J � 2 TYP CA� SHEARWA�� NOME�JC�ATURE E�EVAT QN '
<br /> � �
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