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SHEARWALL SCNEDU�E - 7/16" APA RATEQ SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES �
<br /> SHEARWALL PER PLAN WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHQR BOLT o�
<br /> BOTTOM PLATE NAILING PER � - TYPE SHEATHING EDGE NAILING NAILING SILL PLATE AT ADJOWING 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 fS1.2 & 1Q/S1.2 RE: 11/SL2 & 10/SL2 � O ROWS SPACING TOENAIL TO FRAMING � EDGES � 7" EMBEQ � °'
<br /> RE: 11/SL2 & 10/S1.2 �
<br /> P6TN 7/16" SHT. 6" O.C. 12" O.C. (1} 4" O.G. 4" O.C. NfA N/A 2x 2x 48" O.C. �
<br /> PEN FLOOR SHEATHING ONE SIDE �
<br /> RE: 1/S1.2 RE: 1/S1.2
<br /> a�
<br /> RE: NOTES SECTION 06160 P6 7/16" SHT. 6" O.C, 12" Q.C. (1) 4" O.C. N A �� �� 2x 2x 48" O.C. z �
<br /> FOR BALANCE FOR BALANCE � 24 O.C. 16 O.C.
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE _ � ^
<br /> RE: NOTES SECTION 06160 � 7 16" SHT. » » '
<br /> � 6" Q.C. N A 2X (2)2x OR 3x 18" O.C. � �
<br /> 2x BLKG. W .148"DIA.x3 C� 3"OC P4 ONE SIDE 4 O.C. 12 O.C. (2) � 16" O.C. � �
<br /> � 12" O.C.
<br /> BLOCK TQ RIM �' '�
<br /> 7/16" SHT. 4" O.G. N A 2x (2)2x OR 3x 12" O.C. � � o
<br /> NOT REQUIRED FOR P6) F3 3" O.C. 12' O.C. (2) f 12 O.G,
<br /> ONE SIDE 10" O.C. � a; �
<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 j2" � � � '
<br /> RE: SNEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FQR 7/16" SHT. 2" O.C. ' 6" O.C. N A � 3x (2)2x OR 3x 24 O.C. � � c�
<br /> P2 12' O.C. (3) � 10' O.C.
<br /> SPACING SPACING SPACING 10° O.C. � �
<br /> 2x CONT. RIM PEN ONE SIDE � +, �
<br /> - a�
<br /> 2P4 �/16" SHT. 4" O.C. 12" O.C. 3 5' O.C. N/A 10" O.C. 3x (2)2x OR 3x 20" O.C. � �,
<br /> RIM/BLOCKING TO TOP PLATE BOTH SIDES ( > 10 O.C: W � ^
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 W/(120 0.131" DIA. X 2 1/2" PEN 2P3 �/16" SHT. 3" O.C. 12" O.C. 4° O.C. N A 3x (2}2x OR 3x 16" O.C. - o �
<br /> SCHEDULE A35/LTP4 LTP4 Wf(120 0.131" DIA. X 2 1/2" �3� � 8 �'�` 8n O.C. � � �
<br /> W/(12) 0.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAILING SHEATHING (2) SIDES BOTH SIdES � � �
<br /> PER SCHEDULE
<br /> 7/16" SHT. 2» O.C, » 3" O.C. N A „ 3x (2)2x OR 3x 12" Q.C. U � �
<br /> SHEARWALL PER PLAN SHEARWAL� PER PLAN SHEARWALL PER P�AN � 2P2 12 O.C. (3) � 6" O.C. 6 O.C. � � �
<br /> BOTH SIDES
<br /> . .
<br /> SCALE: NONE SCALE: NONE SCALE: NONE
<br /> o �o
<br /> SHEARWALL SCHEQULE NOTES: � � `�
<br /> TYP CA� EXTER OR SHEARWA�� C0�l�lECT 0�1 TYPICA� EXTER(OR SHEARWA�� COf��JECT 0�1 TYPICA� EXTER OR SNEARWA�� CO�1�lECT ON 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. :, , =, z
<br /> � P� (� � Ot, P� � P 2 a 2 P 4 2 P 3 �P� 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUd AND PLATE SPECIES ANQ GRADE � '"�?� � '
<br /> � a � 3. RE: SLO SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, TNICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. �, : y s
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKEDjBLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. ° . ,; � � '`
<br /> T H
<br /> 5. FftAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR AL� SHEARWALL MARKS EXCEPT "P6". " `
<br /> �"�� ?°��:
<br /> I 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NA1L SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR f,<T r �;
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. ' '`�"
<br /> �_a. .. . _��: -:
<br /> FOUNDATION SILL PLATE AND STUDS ` V ` �
<br /> PER SHEARWALL SCHEDULE TYP. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND �IELD NAILING SHALL BE 8d COMMON (0.131" X 2 1 f2"). :
<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 FOft BOTTOM PLATE NAILING, DO NOT OVER NAIL THE BLOCKING. �
<br /> �-\ 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8° DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRfOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. � S ���j �
<br /> PROVIDE 3X3X1/4" PLATE , „ , � Q
<br /> WASHER C� EA. ANCHOR TYP. �, 11. GALVANIZED 3' X 3 X 1/4' PLATE WASNERS ARE REQU{RED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. ,� ���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. � r� . '�,
<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 SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � o � '� o '
<br /> 15. A�L WOOD IN CONTACT WITH CONCRETE OR MASONRY SHAL� BE PRESERVATIVE TREATED. � � �~'
<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 STAGGEREp. `�?��' �
<br /> o � o 0 o p 17. GALUANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT WTERIOR BEARING AND PARTY WALLS. �II,�
<br /> o � ° � ° o ° ° 18. 2-2x'S IN �IEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS AR� ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILWG.
<br /> 0 0° , ° �� � o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHWG 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.BOLT PER SHEARWALL SCHEDULE ° ' � � S H E A R WA�� S C H E D U�E �
<br /> r� p
<br /> 5� p .
<br /> .. ;. ... � W � �
<br /> a, � � --- PLYWOOD ROOF SHEATHING Q � o �
<br /> ° . ° ,� a Q . a . o a �� DIAPHRAGM EDGE NAILING � � �
<br /> e �
<br /> . . . . , �d. .d .. .
<br /> . C . ' 'a . . � a . - . W
<br /> ° a _ Q SIMPSON LTP4 TRUSS/JOIST BLOCKING w � '
<br /> Q ��4° °. SIMPSON LTP4 W/(12} 0.131" DIA. X 1 1/2"
<br /> Q FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1/2" WNEN APPLIED DIRECT TO FRAMING 1 �
<br /> WHEN APPLIED OVER SHEATHING _ _ � _ � _ � � _ _ _ _ _ BLOCKING GONNECTION TO
<br /> TQP PLATE �
<br /> 0
<br /> SCALE: 3 4"=1'-0" � - - - - � - � - - - - � - �;: �- � ; \
<br /> f TYP CA� SHEARWA�� SCAI,E: NONE � z �
<br /> I•I �' FRAMING AT 3 ,5 I�j. .:. . . . . . , � , p �'
<br /> 4 �IOT USEQ 5 A�ICHOR BO�T TO CO�ICRETE 6 TYP CA� SI�IPSON �TP4 • � (�I • PANEL EDGES . , : k �: � } ° �
<br /> 0 � 0 .� � �
<br /> _ . � I I I I • 1� �'� : :� 1: � �
<br /> L EXTERlOR BEARING Q �
<br /> SUPPORT (' ( I', _._ �'I � 'I r.�. . . . . � . �. . � �1
<br /> • • �-- 'i- 'r- �
<br /> SHEARWALL BEYOND PER - .�`� .� � _,._ -.,. � .. . . . . . . . � m v
<br /> II ` I I I � �
<br /> _ � _ _ _ _ T ^ SHEAR WALL SCHED. TYP. Ii _ �,
<br /> � / � / � ROOF/FLOOR SHEATHING NOTES � I ~
<br /> I / I / CONTINUOUS COIL STRAP� � � �
<br /> I \ �I� I I �) I� 2. ~ DRAG STRUT PER PLAN �� j� I. I � I � ~
<br /> / / \ �, BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. --�-�' �
<br /> � '� � o , z
<br /> � '/ � \ \ � I � / / I PANEL EDGES (B.N.) JOIST PER PLAN - TYP. Il I I NOTE:
<br /> 2, EDGE NAILING (P.E.N.) AT ALL EI�GES OF ALL PLYWOOD �� �� MINIMUM SIZE OF SHEATHING � W :
<br /> � � / � / SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS � SHALL BE 2'-0" X 4'-0" � -4 -•--DEDICATE STUD BAY AT
<br /> � / \ /
<br /> � � ( /I{"4�--�3) 3, INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS PL,YWOOD FLOOR SHEATHING BLQCK ALL PLYWD. EDGES
<br /> � RE: NOTES 06160 FRAM NG PMEMBE�R Y HOLDOWN HEARWALL FOR
<br /> \ � � � � 4, �EE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE BOTTOM PLATE CONNECTION
<br /> � RE: 1, 2 & 10/51.2 . . j' �
<br /> \ / � /, \ 5, LONG DIMENSION OF PLYWOOD $HA�L RUN PERPENDICULAR BLOCKING OR BEAM .I _ . �.I I. �i .
<br /> \ I I/ I . � / I \ TO TRUSS SYSTEM FRAMING & FLOOR FRAMING, PER PLAN I�. . ' ADD'L STUDS FOR HOLDOWN �
<br /> �� � � �I � ' j 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" SHEARWALL BEYQND PER DIAPHRAGM EDGE NAILING � I . f. . .: �
<br /> f PER SCHEDULE.
<br /> / � / \ / SHEARWALL SCHED. 3 f S9,0
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL � I. (' , .. . .�.�•�; �
<br /> _ . .
<br /> �
<br /> g. NAILS SHALL NOT BE OVER DRIVEN �CO�fTINUOUS COIL STRAP I. �. � I,�. . .�. , . . ... : .. . CONT. 2x RIM �
<br /> DRAG STRUT PER PLAN � , W/BLOCKING IF REQUIRED �
<br /> � - -� - �- . . . �-- - . . - :� : �� �
<br /> cs2o �
<br /> -- , .
<br /> 0148" DIA. X 2 1/4" AT 6" O.C. � � � + � � � �� �
<br /> WALL BELOW ' WALL ABOVE � • . �
<br /> STAGGERED
<br /> (14) 0.148" DIA. X 2 1/4" AT I BO�TOP P ORECON�T. RIM CONNECTION � �
<br /> SHEARWALL '�� �i
<br /> SCALE: NONE SCALE: 3/4" = 1'-0" , : . HOLdOWN Q,,,� �
<br /> �7 ROOF F�OOR SHEATHI�IG �AYOUT g D II = = • • • = • = � •� ' ' � ' =� � -= ' ' RE: 10, ,,, 14 & 15/S1.3 Q �
<br /> / � D I\A G S TR U T D E TA S �'I. � � . � PROVIDE PANEL AT NAILING
<br /> � � � � . . . . .�.�. . � •. � AT END OF WALL STUDS THAT � �
<br /> I.I �' FRAMING AT I�I. . .:. . . . . . • '. : ATTACH TO HOLDOWNS TYPICAL . � �
<br /> • � PANEL EDGES 3 5 � { : O
<br /> . . f
<br /> �
<br /> � I I � (•� : : AT ADJOINING PANEL EDGES FROVIDE �-i �
<br /> 3 1/2" PANEL EDGE NAILING AND FRAMING PER � �
<br /> (1) 1 1/2° (2} 1 1/2" CONT. SOLID SIM. � (2) 2x FRAMING AT '.I �• ' SHEARWALL SCHEDULE (STAGGER NAILS) �5 �� . �,.,�
<br /> CONT. RIM RIM PLUS BL.00KING R�M ADJOINING PANEL EDGES. . � T � _• -• �� � � I' . �� ' � � � .
<br /> BELOW BELOW BELOW _ ._ ._ � , � � . .�. BLOCK ALL PLYWOOD EDGES NOT � � �
<br /> � � � f SUPPORTED BY FRAMING MEMBERS AND
<br /> i NAIL W/PANEL EDGE NAILING 3 5 � O
<br /> RIM TO BLOCKING . � I I � �
<br /> � � � � �, .148"DIA.x3° NAILS � � �, � � GALVANIZED ANCHOR BOLT RE: 5 S1.2
<br /> � ? � w � � 3"OC TYPICAL � W � FIELD �: �: : . _ : ` . ' W/ 3 X 3 X 1/4" GALVANIZ�D WASHER T-/1 � O
<br /> � � � N � � NAILING DIA./SPACING PER SHEARWALL SCHEDU�E. 13 �1 � �
<br /> 4
<br /> (.I FOUNDATION SILL PLATE � � . '�r-,''
<br /> � I� � �,I�.I; STAGGER NAILING � �
<br /> 1 1/4" 3/4" I 1 RE: SHEARWALL SCHEQULE FOR SIZE 1� '
<br /> r� I'1 :: : . . : � �
<br /> (1) RQW (2) ROWS (3) ROWS �. I � I � HQLDOWN ANCNOR PER PLAN �
<br /> CENTERED ON CENTERED ON CENTER ON J I. . � _:. � ^
<br /> RE: 1 & 10/S1.3 � h..� �
<br /> RIM BELOW RIMS BELOW RIM BELOW ('. (• � ��-I.: � � �
<br /> I I I I rJ I�I � � : : -� .
<br /> CONCRETE FOUNDATION � � N
<br /> P6Tf�, P6 P4 8c P3 P2, 2P3, 2P4, 2P2 _ �LI .- • : ; L- - • - - . . . . . '� :�: , � ' � � '
<br /> , � a � a A_ - � . � :� � a � . ;
<br /> � �1 w
<br /> � ^ ° . � Q � � ^ PROVfDE MINIMUM OF TWQ BOLTS PER
<br /> J I� ` � � � ° � ^ � PLATE WITH ONE BOLT NOT LOCATED
<br /> "° ' ° � ' � d n A � � ° � � ° � , MORE THAN 12 fNCHES OR LESS THAN
<br /> I ^ '� n . � . � ^ _ � Q � . ° � a4 ^ ^ " ^ � � ,^� (7) BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE
<br /> SCALE: NONE '
<br /> 1 � BOTTOM P�ATE �lA � �1G PATTER�1 � 2 TYP CA� SNEARWA�� �10N1E�1C�ATURE E�E1/ATION ' �
<br /> � )
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