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<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SNEATHING W/ HEM-F1R STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WALL PANEL O
<br /> BOTTOM PLATE NAILING PER 3 ROWS 3 OR 4 ROWS FIELD BOTTOM PLATE RIM OR BLOCKING T4 TOP PLATE CONN. FOU�IDATION FRAMING ANCHOR BOLT a�
<br /> TYPE SHEATHING EDGE NAILING NAILWG „ „ SILL PLATE AT ADJOINING SPACING �
<br /> � � � � � � NAILING 0.148 x3.25 LTP4 DIRECT A35 ONLY 10 PANEL 5/8" DIA. °�
<br /> SHEARWALL SCHEDULE RE: 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/S1.2 O � ROWS SPACING TOENAIL TO FRAMING � 0 EDGES � 7" EMBED 13 °'
<br /> RE: 11/S1.2 & 1Q/S1.2 _ _ � .
<br /> � P6TN 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.G. 4" O.C. N/A N/A 2x 2x 48" O.C. �
<br /> PEN FLOOR SHEATHING ONE SIDE . �
<br /> RE: 1 jS1.2 RE: 1 f S1.2 U �
<br /> RE: NOTES SECTION 06160 pg 7f16" 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 /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE -
<br /> ' RE: NOTES SECTION 06160 7/16" SHT. � �� 6" O.C. N A �� 2X (2)2x OR 3x 18" O.C. � �
<br /> � ^
<br /> 2x BLKG. W .148"DIA.x3 � 3°OC P4 ONE SIDE 4' O,C. 12 O.C. (2) � 16 O.C. � �
<br /> � 12" O.C.
<br /> B�OCK TQ RIM � �
<br /> NOT REQUIRED FOR P6} P3 7/16" SHT. 3" O.C. 12" O.C. (2) 4" O.C. N/A 12" O.G. 2x (2)2x OR 3x 12" O.C. 1 � o
<br /> ONE SIDE 10" O.C. � a; �
<br /> A 3 5 W/(1 2) 0.1 3 1" D I A. X 1 1 f 2" � A 3 5 W/(1 2} p.1 3 1" D I A. X 1 1/2" � A 3 5 W/(1 2) 0.1 3 1" D I A. X 1 1/2° � � �
<br /> RE: SHEARWALL SCHEDULE FdR CONT. 4x RIM CONT. 4x RIM
<br /> RE: SHEARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR P2 7/16" SHT. 2" Q,C. 12" O.C. (3) 6" O.C. N/A 10" O.C. 3x (2}2x OR 3x 24 O.C. � � co
<br /> 2x CONT. RIM SPACING PEN SPACING SPACING ONE SIDE 10" O.C. � � �
<br /> � 7/16" SHT. 4„ O.C. 5;, O,C. N A 3x (2)2x OR 3x 20° O.C. � �' �
<br /> RIM/BLOCKING TO TOP PLATE 2P4 12" Q.C. (3) � 10' O.C. 10" O.C. � -�
<br /> � RIM BLOCKING TO TOP PLATE CQNN. PER SHEARWALL SCHEDULE BOTH SIDES W � �
<br /> RIM/BLOCKING TO TOP PLATE CONN. PER SHEARINALL SCHEDULE LTP4 W/(120 0.131° DfA. X 2 1 2" PEN
<br /> CONN. PER SHEARWALL „ � � 2P3 7/16" SHT. 3" p,C, 12" O.C. (3) 4" O.C. N/A g�� p� , 3x (2}2x OR 3x 16" O.C. � � �
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131 DIA. X 2 1/2' 8' O.C. � �, r-+
<br /> W 12 0.131" DIA. X 2 1 2" SHEARWALL PANEL EDGE NAILING BOTH SIDES �
<br /> �
<br /> �� � � PER SCHEDULE SHEATHING (2} SIDES 2P2 7/16" SHT. 2° O.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 SNEARWALL PER PLAN SHEARWALL PER PLAN � � 6" O.C. � � �
<br /> BOTH SIDES � o �
<br /> SCALE: NONE SCALE: NONE SCALE: NONE
<br /> SHEARWALL SCHEDULE NOTES: � � �
<br /> TYP CA� EXTER OR SHEARWAL� C0�1�1ECT10�1 TYP CA� EXTERIOR SHEAF�WA�� CO�J�IECTIO�J TYP CA� EXTER �R SNEARWA�� C0�1�JECT 0�1 1. STUDS SHALL NOT BE SPACED MORE THAN 16° Q.�.. f : ;�; � E $;
<br /> 2 3 2. RE: 5,.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. �� ; �
<br /> � P 6, P 4 �C P 3 ❑ P 2 � 2 P 4 2 P 3 �P� 3. R E: S 1.Q S E C T I O N 0 6 1 6 0 "W O O Q S H E A T H W G" F O R R E Q U I R E D S H E A R W A L L S H E A T H I N G T N I C K N E S S A N D G RA D E. A LL SHEAR WALL PANELS SHALL BE APPLIED DIRECT LY T O F R AMW G. ' '
<br /> . > > > �
<br /> 4. SNEATHING PANELS MAY BE INSTALLED EITHER NORIZONTALLY OR VERTICALLY WITH ALL PANEI� EDGES BACKED/B�OCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. " � C� , �
<br /> � 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR A�L SHEARWALL MARKS EXCEPT °P6". ` f ; � "
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FRCES 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 = , A v
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAfLS SHALL BE STAGGERED. r v ' ` `
<br /> FOUNDATION SI�L PLATE AND STUDS 7. N A I L S F O R P L Y W O O D A N D O S B P A N E L E D G E A N D F I E L D NAILING SHALL BE 8d COMMON (0.131" X 2 1 f2").
<br /> PER SHEARWALL SCHEDULE TYP.
<br /> 8. NAII.S 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-307 AND SHALL BE SECURED IN PLACE PRIOR TQ CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. � � ���r� o
<br /> WASHER C� EA. ANCHOR TYP. 11. GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS W PLATES IS NQT ALLOWED. ti r��
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1 f2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. � '�i
<br /> 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2°) NAILS. RE: DETAILS 1, 2 & 3S1.2. � � � . 1� � �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL �' o � '�r o
<br /> 15. ALL WOOD W CONTACT WITH CONCRETE OR MASONRY SNALL BE PRESERVATIVE TREATED. ct� � r�'~
<br /> � ° e ° �� 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR I.ESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. `�?��' � '
<br /> o , � a o o� 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER ANd EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �I,�
<br /> � � ° ° o ° ° 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTQM PLATE NAILING.
<br /> o ,° o ° �� � o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYRSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAI�S (0.148" DIA X 3" LONG)
<br /> i A.BOLT PER SHEARWALL SCHEDULE ° I ( S N E A R WA L L S�H E D U L E �
<br /> 0
<br /> 0
<br /> j� o �
<br /> W �
<br /> Qe � Q PLYWOOD ROOF SHEATHING q � o �
<br /> a, a 'a � ° 10 DIAPHRAGM EDGE NAILING � � �
<br /> a a a
<br /> Q . �
<br /> ° Q ° .° ° w
<br /> . a.
<br /> ' a . � � SIMPSON LTP4 TRUSS/JOIST BLOCKING w �
<br /> A � a° '.' SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1/2"
<br /> �.° WHEN APPLIED DIRECT TO FRAMING � •
<br /> FOUNDATION PER PLAN W/(12) 0.131" QIA. X 2 1/2° ' � .� � � � . BLOCKING CONNECTION TO C°
<br /> ' WHEN APPLIEQ OVER SHEATHING - - - - - - - - - - - - - TOP PLATE �
<br /> 0
<br /> --1 �- - - - �-�- - -� �- - - - � - -�; - .: : : : o
<br /> SCALE: 3/4��-,�-o�� TYP C A� S H E A R WA L� SCALE: NONE 2,
<br /> I.I � I•I (•I �♦ FRAMING AT 3 5 I'I . . . .k.�:.. � H
<br /> -0 �JOT USED 05 A�1CHOR BO�T TO CO�1CRETE 6 TYP CA� S MPS0�1 LTP4 PANEL EDGES > °
<br /> �
<br /> I I � I I � I . 1� ��� . :E 1. � � �
<br /> 1• EXTERIOR BEARING
<br /> SUPPORT I'I � -,- I�--. . ��i -.- � I:.) . . . . . . . .:. . . .: � �
<br /> � � �. -,. . . . . � : m �
<br /> . .
<br /> SHEARWALL BEYOND PER - .- . _
<br /> \ _ _ _ _ _ SHERR WALL SGHED. TYP. I I � I I I , � �
<br /> ROOF/FLOQR SHEATHING NOTES
<br /> � �
<br /> \ �� / � \ �I � 2 ' \ DRAG S RUT P�ER PLANP� I.I � I � �'
<br /> w �-
<br /> / � / � / �. BOl1NDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. � �) °- r'�
<br /> � I \ � I I � I ( / ( PANEL EDGES (B.N.) JOIST PER PLAN - TYP. � I I �Q�: p i W
<br /> 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD MINIMUM SIZE OF SHEATHING
<br /> � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS SHALL BE 2'-0" X 4'-0" � -4 • DEDICATE STUD BAY AT
<br /> / \ � � � BLOCK ALL PLYWD. EDGES
<br /> � � 3 PLYWOOD FLOOR SHEATHING END OF SHEARWALL FOR
<br /> � /I \ I I /��� ( 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS NOT SUPPORTED BY
<br /> RE: NOTES 06160 FRAMING MEMBER. HOLDOWN.
<br /> . . . . .
<br /> \ � � � � 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE � � • �
<br /> �-_ _ O BOTTOM PLATE CONNECTION � �,,,�
<br /> . . . . .
<br /> RE: 1, 2 & 10/S12 .
<br /> ( \ \ I I � � / � � I 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR PERCP AN OR BEAM . _ �•�. • �
<br /> TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. I:, ' ADD'L STUDS FOR HC�LDOWN
<br /> � � � --�- 2Q. DIAPHRAGM EDGE NAILING j PER SCHEQULE.
<br /> ! �� \ � � ( / 6. MIN. EDGE DISTANCE FOR NAILS SHALL SE 3/8" SHEARWALL BEYONQ PER .� � . . . . . . . .�.��{. .� � '
<br /> / � / \ / SHEARWALL SCHED. 3/S9.0
<br /> �. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL �.) � . ' '. . . .�'� �• �
<br /> I. . . . . . . . . . . . � �
<br /> g, NAILS SHALL NOT BE OVER DRIVEN %k CONTINUOUS COIL STRAP �.I � �:. . . . , :. .. � . : CONT. 2x RIM �"�
<br /> DRAG STRUT PER PLAN �, � .I. o: W/BLOCKING IF REQUIRED �
<br /> I I �
<br /> �CS20 �l I LL ( LL - _. . ; � v
<br /> . . - . . . . . . . . . . . . . . .. . ..
<br /> WALL BELQW ai4s" DIA. X 2 1 f4° aT s" o.c. WALL ABOVE .�
<br /> STAGGERED BLOCKING OR CONT. RIM CONNEGTION �
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE 10 �
<br /> SCALE: NONE SHEARWALL `�"� �i
<br /> SCA�E: 3/4" = 1'-0" • ' ROLDO�WN 1, 14 & 15�S1.3 � �
<br /> �]7 ROOF/F�OOR SHEATHING �AYOUT �g� DRAG STRUT DETA �S - - � -- {� - - � � � � �- � � � �
<br /> � ( I � � �. . . . . . . . . . � : PROVIDE PANEL AT NAILING � .5�.�
<br /> ''��� AT END OF WALL STUDS THAT �
<br /> I. I• '- FRAMING AT (�. .:. . .:. . . . • ' ATTACH TO HOLDOWNS TYPICAL .
<br /> I � (' PANEL EDGES 3 5 . . �.{ : � O
<br /> a �
<br /> i AT ADJOINING PANEL EDGES PROVIDE F-I
<br /> 1 1 1 2° 2 1 1 2" CONT. 3 1/2" � ( � I.� �. � , . � PANE� EDGE NAILING AND FRAMING PER � �
<br /> � � � t � � SOLID $IM. C� (2) 2x FRAMING AT �• � � SHEARWALL SCHEDULE (STAGGER NAILS) 05 �� . r,.,�
<br /> CONT. RIM RfM PLUS BLOCKING R�M ADJOINING PANEL EDGES. I 1 T � -. -. � � �� ' � � �
<br /> BELOW BELOW BEL.OW � ��� ._ . � . � I�I � BLOCK ALL PLYWOOD EDGES NOT
<br /> � � � � � � � I SUPPORTED BY FRAMING MEMBERS AND � �
<br /> NAIL W/PANEL EDGE NAI�ING 3 5 � O
<br /> RIM TO B�OCKING
<br /> � � � � =�„ .148"DIA.x3" NAILS � � �, � I � . . . ' GALVANIZED ANCHOR BOLT RE: 5/S1.2 � � .
<br /> � � � „� � C� 3"OC TYPICAL � w � � FIELD � � � ` ' Wf 3 X 3 X 1/4" GALVANIZ�D WASHER r/1 O
<br /> � v �� � � NAiLING .
<br /> DIA./SPACING PER SHEARWALL SCHEDULE. 13 V 1 � �
<br /> 4 �.�.�. . . . FOUNDATION SILL PLATE � I �
<br /> 1 1/4" 3/4" � .I . �.�k'�..I' REAG HEARWALNGSCHEDULE FOR SIZE 1 � `�
<br /> r� �� � � : Q � �
<br /> (1) ROW (2) ROWS (3) ROW� I I t HOLDdWN ANCHOR PER PLAN ^ �
<br /> CENTERED ON CENTERED ON CENTER ON • �� I.� � -��• RE: 1 8c 10/S1.3 �' ��..�{ �.�.�i
<br /> RIM BELOW RIMS BELOW RlM BELOW ( r � � �
<br /> I � I I:. ��. .�. . . ' `.;
<br /> P 6 T�1, P 6 P 4 8c P 3 P 2, 2 P 3, 2 P 4� �P� _ �I _ • _ _ I I _ • I _ • - . � : CONCRETE FOUNDRTION � � � �
<br /> a .J- V 1 W W
<br /> ^ a . �. � ' ^ � ^ • ' a
<br /> Q" �, ^ ..
<br /> ^ � a • 9 a . . �
<br /> ,, a � ^ . . . , • a : � .� -
<br /> . Q o
<br /> PLATE WIMHNONE OLT NOT OCA EDR
<br /> � �a d �. d n . . 9i . .i � a. �l � _ _
<br /> MORE THAN 12 INCHES OR LESS TNAN
<br /> �. ^ '� ^ . � . " ^ � � � ° � Qa ^ � ^ " � _; (7) BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE SCALE: NONE
<br /> , 10 BOTTOM P�.ATE NA �I�1G PATTERf� � 2 TYP CA� SHEARWA�� �10�1E�1C�AlURE E�E1/AT 0�1 '
<br /> 0
<br /> � �
<br />
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