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<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WALL PANEL FIELD BQTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMiNG ANCHOR BOLT 6,
<br /> BOTTOM PLATE NAILING PER TYPE SHEATHING EDGE NAI�ING NAILING SILL PLATE AT ADJ0INING SPACING �
<br /> (3) ROWS (3) OR (4) ROWS 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 O ROWS SPACING TOENAIL �0 FRAMING Q 0 EDGES 0 7" EMBED 13 a'
<br /> RE: 11/S1.2 & 10/S1.2 7j16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. 4" O.C. N/A N/A 2x 2x 48" O.C. �
<br /> P6TN
<br /> � PEN FLOOR SHEATHING ONE SIDE ° .
<br /> RE: 1/51.2 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 /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE - �, ^
<br /> RE: NOTES SECTION 06160 P4 7/16" SNT. 4" O.C. 12" O,C. (2) 6" O,C. N/A 16" O.C. 2x (2)2x OR 3x 18" O.C. � V
<br /> 2x B L K G. W/.1 4 8"D I A.x 3 (� 3"O C O N E S I D E 12" O.C. � �
<br /> BLOCK TO RIM �
<br /> 7/16" SHT. 4" O.C. N A 2x (2)2x OR 3x 12" O.G 1 � o
<br /> NOT REQUIRED FOR P6) P3 3" O.C. 12" O.C. (2) � 12" O.C. �0" O.C.
<br /> ONE SIDE �n .� �
<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 RE: SHEARWALL SCHEQULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR 7/16" SHT. �" O.C. " 6" �.C. N A � 3x (2)2x OR 3x 24" O.C. � � co
<br /> P2 12 O.C. (3) � 10' O.C. � o
<br /> 2x CONT. RIM SPACING PEN SPACING SPACING ONE SIDE 1Q" O.C. � v �
<br /> 7 16" SHT. " > 5" O.C. N/A 3x (2)2x QR 3x 20" O.G. � ��.,
<br /> ° RIM/BLOCKING TO TOP PLATE 2P4 � 4 O.C. 12' O.C. (3) 10° O.C. 10" 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 Wf(120 0.131" DIA. X 2 1/2" PEN 2P3 7/16" SHT. 3" O.C. 12" Q.C. (3) 4" O.C. N/A g�° p� , 3x (2)2x OR 3x 16" O.C. � o �
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131' DIA. X 2 1/2' 8' O.C. � �, �
<br /> W/(12} 0.131" DIA. X 2 1 2" SHEARWALI. PANEL EQGE NAILING SHEATHING (2) SIDES BOTH SIDES � � �,
<br /> � PER SCHEDULE 7 16" SHT. �3} 3" O.C. N/A 6" O.C. , 3x (2)2x OR 3x 12" O.C. U .� �
<br /> � 2" O.C. 12" O.C.
<br /> SHEARWALL PER PLAN SNEARWALL PER PLAN SHEARWALL PER PLAN 2P2 BOTH SIDES 6' O.C. � � c�
<br /> �, o �
<br /> SCALE: NONE SCALE: NONE SCALE: NQNE t� � �
<br /> TYP CA� EXTER OR SHEARWA�� C0�lf�ECT10�1 TYPICA� EXTER OR SHEARWA�� CO�1�lECT�O�I TYPICAI� EXTER OR SNEARWA�L CONNECT 0�1 SHEARWALL SCHEDULE NOTES:
<br /> 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. 1 r � ;
<br /> a (� � P 4 � P 3 � P 2 � �P� �P� �P� 2. RE: 51.0 SEGTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. �;� � � � ` ;, '
<br /> � � � 3. RE: S1.0 SECTION Q6160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SNALL BE APPLIED DIRECTLY TQ FRAMING. s� ' ' '
<br /> � � ,� :
<br /> 4. SHEATNING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED jBLOCKEQ WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. f �� ;. U ;, � ,;
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHAIL 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 EITHER SIDE, PANEL JOINTS SHA�L BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ��.a � � ' `�
<br /> FOUNDATION SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. �� x .• > "„T-�`
<br /> 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2").
<br /> PER SHEARWALL SCHEDULE TYP. 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). �
<br /> 9. FLOOR DIAPNRAGM NAILING SHALL BE PLACED BETWEEN TNE SPACING CALLED OUT FOR BOTTOM PLATE NAILWG. QO NOT OVER NAIL THE BLOCKING. �
<br /> 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. S �`��1 �
<br /> PROVIDE 3X3X1 f 4" PLATE „ , U o
<br /> WASHER @ 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 r���
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE WSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAII.S. RE: DETAILS 1, 2, 3 & 6/S1,2. ~` �
<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. � � ' • �ti a �
<br /> 14. ALl NAILS INTO PRESSURE TREATED WOOD SHA�� BE HOT-DIPPED GALVANIZED GONFORMING TO ASTM 153 OR STAINLESS STEEL �' o � �t o
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. tfi� �� r��'
<br /> ° o ° �� 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 /> p � o e o� 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �I,�
<br /> � � ° � ° � ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACNED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. '
<br /> 0 0 ° o ° Q� � o . WHERE BUfLDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2'� OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 1Qd NAILS (0.148" DIA X 3" LONG)
<br /> t A.BOLT PER SHEARWALL SCHEDULE � o � � S H E A R WA�� S C H E D U LE �
<br /> ' o ° �
<br /> 0 0 �' � � �
<br /> 4 PLYWOOD ROOF SHEATHING q �, N
<br /> a o a � � �
<br /> � :e � , 10 � N �
<br /> a a . 4
<br /> ° ° DIAPHRAGM EDGE NAILING �
<br /> a � a ° a o w �
<br /> a
<br /> ; �° � Q SIMPSQN LTP4 TRUSS/JOIST BLOCKING �; �
<br /> i A �4° " °. � SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1/2"
<br /> I � FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1 2" WHEN APPLIED DIRECT TO FRAMING
<br /> � . . . .. . . ; . . . � .. . , . . . :. BLOCKING CONNECTION TO C°
<br /> i WHEN APPLIED OVER SHEATHING ' ' ' �
<br /> - - � - - � - � � � TOP PLATE �
<br /> -- - - - - �-T- - -� - - - - � - . . ` p
<br /> ����� � � �
<br /> SCALE: 3/4"=1'-0" TYP I C A� S H E A R WA�� SCALE: NONE • 2 0
<br /> . � I. .I �. PANENEDGES 3 5 I•I . . .� �. . . k��:.l. p a
<br /> � � �10T USED 05 A�1CHOR BO�T TO CO�1CRETE 0 TYPICA� SI�PS0�1 �TP4 >
<br /> � ! � I 1� ,:_:�'l:k' � J �
<br /> 1. EXTERIOR BEARING Q �
<br /> i SUPPORT � � 4 -.- -_�-. -. �- ,- -s- . :� . . . . , � ¢
<br /> IJ �. � �.� : : .:k. : .
<br /> SHEARWALL BEYOND PER .- . � � .-.. -.. m �
<br /> � _ _ _ _ _ _ _ _ SHEAR WALL SCHED. TYP. I I � I ( ( , "'
<br /> i � \ / � / � \ ROOF/FLOOR SHEATHING NOTES CONTINUOUS COIL STRAP� � I I,) I � �
<br /> � �I I� 2. I DRAG STRUT PER PLAN C �
<br /> / / \ �, BOUNDARY NAILING AT ROOF/F100R PERIMETER, AT CONT. , -�-� °- C� .
<br /> / � / \ '� PANEL EDGES (B.N.) JOIST PER PLAN - TYP. i � ( p �
<br /> II \ I I / a � NQTE: � � W
<br /> iM I N I M U M S I Z E O F S H E A T H I N G
<br /> � 2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD � 1'-4"
<br /> ' � \ / \ f- SHEETS AT SUPPORTS AND AT INTERIOR SHEARWAL�S , � SHALL BE 2'-0" X 4'-0" + DEDICATE STUD BAY AT
<br /> � / \ / 3
<br /> ( � � I I / �j I 3. INTERIOR FIELD NAILING (F.N.} 12" Q.C. AT BEARING SUPPORTS PLYWOOQ F�OOR SHEATHING B L O C K A L L P L Y W D. E D G E S
<br /> � RE: NOTES 06160 F R A M N G M E M BE�RBY HO�LDOWN HEARWALL FOR
<br /> � / \ / \ �
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE � . . . . �. • . .�
<br /> � � BOTTOM PLATE CONNECTION ,�
<br /> \ / � / \ 5. LONG DIMENSIQN OF PLYWOOD SHALL RUN PERPENDICULAR � RE: 1, 2 & 10/S1.2 + �I
<br /> BLOCKING OR BEAM ,I � _ �.{�l. -�-�
<br /> I \ / ( � �/ � I TO TRUSS SYSTEM FRAMING & FLOOR FRAMING.
<br /> � PER PLAN DIAPHRAGM EDGE NAILING f ADD L STUDS FOR HOLDOWN �
<br /> / / \ " SHEARWALL BEYOND PER I I� � � }� �
<br /> ( � � �I ' � / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8 � PER SCHEDULE. �-�I
<br /> / � / \ / SHEARWALL SCHED. 3/S9.0
<br /> i
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2-0' X 4-Q TYPICA� .) � '. (' �'� �• �
<br /> Ig, NAILS SHALL NOT BE OVER DRIVEN � CONTINUOUS COIL STRAP �•) I � I ��. . . . . .:.,. . : . � CONT. 2x RIM �
<br /> I DRAG STRUT PER PLAN � � I. , W/BLOCKING IF REQUIRED �
<br /> �o,
<br /> � ' I �.�.
<br /> � �CS20 - 1--� - - rf] �
<br /> 0.148" DIA. X 2 1/4" AT 6" O.C. �'� Q
<br /> WALL BELOW STAGGERED WALL ABOVE BLOCKING OR CONT. RIM CONNECTION � �
<br /> � SHEARWA8L DIA. X 2 1/4° AT TO TOP P�ATE 10 � �
<br /> ; SCALE: NONE SCALE: 3/4" = 1'-0" HOLDOWN Q,� "�'
<br /> � ROOF /F�OOR SN EATH �J G �AYOU T - _ _ _ _ - _ = _ _ _ _ - _ - _ _ RE: �o� �,� 14 & 15fS1.3 Q �
<br /> � J � D R A G S TR�T D E TA I�S ��I.�. , . . . . . . � .� PRQVIDE RANEL AT NAILING
<br /> � � � � . . . . . . .'� � � AT END OF WALL STUDS THAT � � �
<br /> i (• � �• PANE L E GES 3 5 I•I � ' � ATTACH TO HOLDOWNS TYPICAL . � �
<br /> ; � �. k.j .� � �
<br /> � AT ADJOINING PANEL EDGES PROVIDE �-I
<br /> � „ 3 ��2�° I I � � I � I. , . PANEL EDGE NAILING AND FRAMING PER
<br /> ' (1) 1 1 f2" (2) 1 1 J2 CONT. SOLID SIM. C� {2) 2x FRAMING AT � I � ( �. SHEARWALL SCHEDULE (STAGGER NAILS) �5 � .'�
<br /> CONT. RIM RIM PLUS BLOCKING RIM ADJOINING PANEL EDGES. . I � T �._ _. � I � � . (,I .�� � � � �
<br /> ; BELOW BELOW gE��W � . �--- : BLOCK A�� PLYWOOD EDGES NOT
<br /> , ( I _ - � � � � � . � �
<br /> � � � I SUPPORTED BY FRAMING MEMBERS AND
<br /> t NAIL W/PANEL EDGE NAILING 3 5 � O
<br /> i RIM TO BLOCKING I.I � � � �
<br /> � � � � � �, .148"DIA.x3'' NAILS � _ �, �
<br /> � N � � ` ' : GALVANIZED ANCHOR BOLT RE: 5/S1.2 V r-.� �
<br /> � � � � � � @ 3 OC TYPICAL � ,�; � I I FIELD � W/ 3 X 3 X 1/4 GALVANIZED WASHER r�1 O
<br /> I � NAILING � � 0 � � .
<br /> � � � v � � . , '. DIA. SPACING PER SHEARWALL SCHEDULE 13 �1
<br /> i 4 ,
<br /> � � I�I. . . . . . FOUNOATION SfLL PLATE � � �'
<br /> , r--�
<br /> � 1 1/4" 3/4" � I• . .". . .�. k'�•.' REAG NEARWALNGSCHEDULE FOR SIZE 1 � �
<br /> i r I � ; o � �
<br /> ; (1) R�W (2) ROWS (3) ROWS � � I I � -� NOLDOWN ANCHOR PER PLAN
<br /> I CENTERED ON CENTERED ON CENTER ON � I.I � -� � � ^
<br /> � RIM BELOW RIMS BELOW RIM BELOW � {� I' ��-�.• RE: 1 & 10/S1.3 �.{ �
<br /> � � � � r I';� : . _� � ►� �
<br /> CONCRETE FOUNDATION � �
<br /> ' P6T�J, P6 P4 �C P3 P2, 2P3, 2P4, 2P2 - �I - . ; - I L___ � . ; -. - _ �1 :;� � + : � � w
<br /> , � 4 ,, . .a . ' ., . ' „ .�{. �.. Q
<br /> � � ^ ° ° a � '� ^ ? PROVIDE MINIMUM OF TWO BOLTS PER
<br /> , J � ° : � ° a . � ,, � ° Q ^ . ,� , ' PLATE WITH ONE BOLT NOT LOCATED •
<br /> � ` �° � a � " � °. R ^ � � � . � a . MORE THAN 12 INCHES OR LESS THAN
<br /> I I � n . � . � ^ n ` � � aa . n � ^ � I �7� BOLT DIAMElERS FROM THE END. 13
<br /> I
<br /> � SGALE: NONE SCALE: NONE
<br /> � 1 � BOTTOM P�ATE �lAl� �1� PATTERN � � TYPICA� SNEARWA�L �10ME�1C�ATURE E�EVAT10�1 ' �
<br /> �
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