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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATNING W/ HEM-FIR STl1DS AND HEM-FIR P�ATES
<br /> SHEARWALL PER RLAN WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHQR BOLT
<br /> TYPE EDGE NAILING NAILING SILL PLATE AT ADJOINING SPACING �
<br /> QOTTOM PLATE NAILING PER - (3) ROWS 3 OR 4 ROWS SHEATHING 0.148"x3.25" LTP4 DIRECT
<br /> SHEARWALL SCHEDULE RE; 11/S1.2 & 10/S1.2 RE: 11/Sl)2 & 10/S1.2 NAILING� O ftOWS SPACING TOENAIL TO FRAMING A35 ONLY 10 � EDGES 0 75/EMBED 13 °'
<br /> RE: 11/S1.2 & 10/S1.2 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 . G
<br /> RE: NOTES SECTION 06160 RE; 1/S1.2 RE: 1 jS1.2 7 16° SHT. 6" O.C. 12° Q.C. (1) 4" O.C. N A °° " 2x 2x 48" O.C. U � �
<br /> FOR BALANCE FOR BALANCE P6 � � 24 O.C. 16 O.C. -�
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE Z � ^
<br /> RE: NOTES SEGTION 06160 ' 7 16" SHT. " 2 2x OR 3x " � �
<br /> P4 � 4" O.C. 12" O.C. (2) 6 O.C. N/A 16" O.C. 2x � � 18 O.C. �
<br /> 2x BLKG. W/.148"DIA.x3 C� 3"OC ONE SIDE 12" O.C. � � .
<br /> BLOCK TO RIM
<br /> 0
<br /> �
<br /> 7/16° SHT. �� 4° O.C. N A °� �x (2}2x OR 3x 12" O.C. � o
<br /> _�_--(NOT REQUlRED FOR P6) P3 3" O.C. 12 O.C. (2) � 12 O.C. „ 1
<br /> ONE SIDE 10 O.G. � � �
<br /> �� A35 W/(12) 0.131" DIA. X 1 1/2" A35 W/(12) 0.131" DIA. X 1 1/2" � A35 W/(12) Q.131" DIA. X 1 1/2" � � �
<br /> � RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEQULE f OR CONT. 4x RIM RE: SHEARWALL SCNEDULE FOR 7 16" SHT. �� » ' » 3x 2 2x OR 3x 24 O.C. � � '
<br /> SPACING P2 � 2 Q.C. 12 O.C. (3) 6' O.C. N f A t0 O.C. � �
<br /> �
<br /> 2x CONT. RIM PEN SPACING SPACING ONE SIDE 10" O.C. � � �
<br /> �- �
<br /> 2P4 �/16° SHT. 4" O.C. 12" O.C. 3 5" O.C. N A � „ 3x (2)2x OR 3x 20" O.C. � �
<br /> RIM/BLOCKING TO TQP PLATE O � 1Q' O.C. 10 O.G.
<br /> RIM/BLOCKING TO TOP PLATE / BOTH SIDES W � ^
<br /> RIM B�OCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE �
<br /> CONN. PER SNEARWALL CONN. PER SHEAR�NALL SCHEDULE LTP4 W/(120 0.131" QIA. X 2 1/2" PEN 2P3 �/16" SHT. 3" Q.C. 12" O.C. 4" O.C. N A � 3x (2)2x OR 3x 16" O.C. - o �
<br /> SCHEDULE A35/LTP4 LTP4 1N/(120 0.131" DIA. X 2 1 j2" �3� � 8 �'�' 8" O.G � �, �
<br /> W/(12} 0.131" QIA. X 2 1/2" S H E A R W A L L P A N E L E D G E NAILING SHEATHING 2 SIDES B O T H S I D E S 0 3x -'-' � �
<br /> PER SCHEDULE � � 7/16 SHT. �� .�, �
<br /> SNEARWALL PER PLAN 2P2 2" O.C, 12" O.C. (3) ��� O.C. N/A 6" O.C. 6' O.C. 3x (2)2x R 12" Q.C. � � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN BOTN SIDES �
<br /> SCALE: NONE SCALE: NONE SCALE: NONE S E LL SC DULE NOTES: � � �
<br /> TYP CA� EXTER OR SHEARWA�� COf��IE�TION TYP CA� EXTERIOR SNEARWA�� CO�INECT10�1 TYPICA� EXTER OR SNEARWA�� C0�11�ECT10�) 1.HSA DWSHAL� NOT 8E SPACED MORE THAN 16�� o.�.. Y , ` � .
<br /> � P U� P� C X. P� � P 2 3 2 P 4 2 P� 2 P 2 2. R E: S 1.0 S E C T I O N �6 1 0 Q R O U G N F R A M 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. �f ; � a �� '
<br /> � y � 3. R E: S 1.Q S E C T I O N 0 6 1 6 0 W Q O Q S H E A T H I N 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 H I C K N E S S A N Q G R A D E. A L L S N E A R W A L L P A N E L S S H A L L B E A P P�I E D D I R E C T L.Y T O F R A M W G.
<br /> 4. SMEATMING PANELS MAY BE INSTA��ED EITHER NORIZONTALLY OR VERTICAL�Y WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMWG. SEE NOTE 5. U Y `:
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". ' ': '
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITNER SIDE, PANEL JOINTS SNALL 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 /> 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 /> 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-307 AND SHAL� BE SECURED IN PLACE PRIOR TO 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 IN PLATES IS NOT ALLOWED, ti, ���W
<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 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3S1.2. � � ' . �� a �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SNALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � o � � o
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SNALL BE PRESERVATIVE TREATED. d1 �'
<br /> ° ° a� 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING QF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. `�?�6' � ��
<br /> � � o p 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER ANQ EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �II,�
<br /> o � � o
<br /> Q p ° ° o ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. '
<br /> 0 0 ° o ° �� � o . WNERE BUILDING OFFICIALS ALLOW, OSB SHEATHWG MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATNING 1S NAILED WITN 1Od NAILS (0.148" DIA X 3" LONG) �
<br /> ,, A.BOLT PER SHEARWALL SCHEDULE ° p � �
<br /> ;� ° � SNEARWA�� S�HEDU �E r � � .
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<br /> p - PLYWOOQ ROOF SHEATHING `� �v � Cd
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<br /> a ° � a o �� DIAPHRAGM EDGE NAILING � �' �
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<br /> SIMPSON LTP4 TRUSS/JOIST BLOCKING w o
<br /> A � a° ° SIMPSON �TP4 W/(12) 0.131" DIA. X 1 1/2'>
<br /> � FOUNDATIQN PER PLAN W/(12) 0.131" DIA. X 2 1 f2" WNEN APPLIED D{RECT TO FRAMING �
<br /> BLOCKING GONNECTION TO
<br /> WHEN APPLIED QVER SHEATHING - - - - - - - ' - - - TOP PLATE �
<br /> � I^ - � � � T � �'1:-:: � : :: : : � .
<br /> SCALE: 3�4°=1'-0" TYP I C A� S N E A R WA�� SCALE: NONE � � � � `•'•
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<br /> �'I I1 I'I I•I �• PANENE GE� 3 5 I•I . . . . . . . .�k.�:.l. o � ,
<br /> 04 �IOT USED �5 A�1CNOR BO�T TO CO�1CRETE � TYPICA� S N1PSQf� LTP4 �.� � � �
<br /> _ _A _ I I � a � � I I � 1� ��� : :� :�:E�1;1� � �
<br /> 1• EXTERIOR BEARING Q �
<br /> SUPPORT ''� I � -.- I�I-. -. ��I -.-- � I I� I• � � k. ` . � d
<br /> SHEARWALL BEYOND PER
<br /> SHEAR WALL SCHEQ. TYP. I � � �. �. * m v
<br /> \ - - - - - - \ I I It •� . I I �
<br /> ,,/ � / ROOF/FLOOR SHEATHING NOTES � � �
<br /> I \ I� ( I�' � I � CONTINUOUS COIL STRAP�
<br /> � � DRAG STRUT PER PLAN � �• � � I � � ~
<br /> / / \ �, BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. -�-�" �
<br /> I / � \ / I \ I / � PANEL EDGES (B.N.) JOIST PER PLAN - TYP. NOTE:
<br /> � � w
<br /> 2, EDGE NAILING (P.E.N.) AT ALL. EDGES OF ALL PLYW04D I i MINIMUM SIZE OF SHEATHING
<br /> � SHEETS AT SUPPORTS ANQ AT INTERI4R SHEARWALLS � SHALL BE 2'-0" X 4'-0" ��-4��
<br /> � � � � � -�----DEQICATE STUD BAY AT '
<br /> � f
<br /> / � / 3 BLOCK ALL PLYWD. EDGES
<br /> � � I /��'� i 3. iNTERIOR FIELD NAILING (F.N.} 12" O.G. AT BEARING SUPPORTS
<br /> ' PLYWOOD FLOOR SHEATHING END OF SHEARWALL FOR
<br /> � RE: NOTES 06160 NRAMING P�OR�BDRBY HOLDOWN.
<br /> � / \ / \ ��
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE - .�.�.�. . .t� . .•
<br /> F � BQTTOM PLATE CONNECTION . . . . . � �
<br /> ( \ \ ( � � I � I I � I \ ( 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR � � RE: 1, 2 & 10/S1.2 •
<br /> BLOCKING OR BEAM � � f.{.�. �
<br /> / � / \ TO TRUSS SYSTEM FRAMING & FLQOR FRAMfNG. PER PLAN �- • ' ADD'L STUDS FOR HOLDOWN �
<br /> � I �' � � � ' ' PER SCNEDULE.
<br /> �� DIAPHRAGM EDGE NAILING f �
<br /> I /I f � I l /I I\ I / 6. MIN, EDGE DISTANCE FOR NAILS SHALL BF 3/8" SHEARWALL BEYOND PER ,� �I : : : � f . .
<br /> / � / \ / SHEARWALL SCHED. 3/S9.0
<br /> �
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2-0' X 4-0' TYPIGAL I, � , t'.. . . . ���•.�t O
<br /> , , .
<br /> g. NAILS SHALL NOT BE OVER DRIVEN
<br /> �CONTINUOUS COIL STRAP ��_r_'�, h I . {.. .:...:. . . .:.. : : : CONT. 2x RIM � .
<br /> DRAG STRUT PER PLAN C � , . . . . . . W/BLOCKING IF REQUIREQ �
<br /> � �o
<br /> �CS20 �J - - LL _ .�. . . . �j �
<br /> 0.148" DIA. X 2 1/4" AT 6" O.G �� �
<br /> WALL BELOW WALL ABOVE . �
<br /> STAGGERED BLOCKING OR CONT. RIM CONNECTION �
<br /> (14) 0.148" DIA. X 2 1 f4" AT TO TOP PLATE 10 �
<br /> SCALE: NONE SHEARWALL �i
<br /> SCALE: 3 f 4" = 1'-0" � � . HOLDOWN Q�
<br /> 7 ROOFF�OORSNEATHNG �AYOUT g _ _ _ � - � - - _ _ � - � - - RE: �o, ��, 14 & 15/51.3 � �
<br /> C� � [� DRAG STRUT DETAI�S
<br /> � � � � �. � . - . � : : PROVIDE PANEL AT NAILING � �
<br /> '��� . . . . AT END OF WALL STUDS THAT �
<br /> FRAMING AT 3 5 ATTACH TO HOLDOWNS TYPICAL .
<br /> • � • PANEL EDGES . . k.�.�. � � .
<br /> I I�I � � � � ' `. AT AQJOINING PANEI. EDGES PROVIDE � �-i
<br /> (1) 1 1/2" (2� 1 1/2" C4NT. 3 ��2„ 1 .. . . . . . . .
<br /> PANEL EDGE NAILING AND FRAMING PER
<br /> SOLID SIM. � (2) 2x FRAMING AT �. SHEARWALL SCHEDULE (STAGGER NAILS) � �� ;�
<br /> CONT. RIM RIM PLUS BLOCKING R�M ADJOINWG PANEL EDGES. � �
<br /> BELOW BELOW BELOW � � .� ��-• -• � � � � � � � � � � �• � . BLOCK ALL PLYWOOD EDGES NOT � �
<br /> � � � I I -�- �_ ( �
<br /> ( ' SUPPORTED BY FRAMING MEMBERS AND �
<br /> NAIL W/PANEL EDGE NAILING 3 5 (�„� �
<br /> RIM TO BLOCKING � �
<br /> � � � � �„ .148"DIA.x3" NAILS � � �, � � �-- ' _ :�� GALVANIZED ANCHOR 80LT RE: 5/S1.2 � � g�
<br /> � Q � � �' C� 3"OC TYPIGAL � � � � FIELD E'I�' W/ 3 X 3 X 1/4" GALVANIZED WASHER O
<br /> w = w = � = NAILING !�� . . . . . . . . . . . � � -r->
<br /> � � � � � � �.�_ DIA./SPACING PER SHEARWALL SCHEDULE. 13 �
<br /> � � FOUNDATION SII.L PLATE � � .�
<br /> J-- I.. . ..- . . : . . � ,
<br /> � I ( . . .:.�,i. .; STAGGER NAILING � �
<br /> 1 1/4" 3/4" � � �� I'�.�. . . . . • RE: SHEARWALL SCHEDULE FQR SIZE 1� � � .
<br /> (1) ROW (2) ROWS (3} ROWS r HOLDOWN ANCHOR PER PLAN ^ .
<br /> CENTERED ON CENTERED ON CENTER ON "'���� � I � I I.I. . . . . . . _:;. �I .,
<br /> RIM BELOW RIMS BELOW RIM BELQW RE: 1 & 10/S1.3 � �
<br /> F I I I _� � � _�:� � ,� �
<br /> rJ II _ . . �-�
<br /> P 6 T�1 P 6 P 4 8c P 3 P 2 2 P 3 2 P 4 2 P 2 _ �I - , , , I � _ ! � _ _ _ :I � ..� , . : CONCRETE FOUNDATION � � �
<br /> � > > > i
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<br /> � �. �^ ° . a � ^ ° a . � . a � a :. � . ^ � .., � PROVIDE MINIMUM OF TWO BOLTS PER
<br /> ^ 1 �Q . Q., - '. .a �. a . „ A . ^ � a^ � o ° . n , PLATE WITH ONE BOLT NOT LOCATED - `
<br /> MORE THAN 12 INCHES OR LESS THAN
<br /> I '� ^ . � . � ^ � � � � � � aa � ^ � ^ �� � � .I (7) BOLT DIAMETERS FROM THE END. 13
<br /> r
<br /> SCALE: NONE SCALE: NONE
<br /> 10 B�TTONI PI�ATE �lA I�If�G PATTER�1 � 2 TYP CA� SHEARWA�� NOME�IC�ATURE E�EVAT 0�1 '
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