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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND NEM-FIR PLATES
<br /> WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TQP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT o
<br /> SNEARWALL. PER PLAN TYPE SHEATHING �DGE NAILING NAILING 7 0.148"x3.25" LTP4 DIRECT SILL PLATE AT ADJOINING SPACING �
<br /> BOTTOM PLATE NAILING PER (3) ROWS (3) OR (4) ROWS NAILING A35 ONL.Y 10 PANEL 5/8" DIA. �
<br /> SHEARWALL SCHEDULE RE: 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/51.2 O O ROWS SPACING TOENAIL TO FRAMING 0 EDGES � 7° EMBED 13
<br /> RE: 11/S1.2 & 1Q/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 /> ONE SIDE ,�
<br /> PEN FLOOR SHEATHING RE`. 1/S1.2 RE: 1/51.2 P6 7/16" SHT. 6" O.C. 12" O.C. (1} 4" O.C. N/A 24" Q.C. 16" O.C. 2X 2x 48" Q.C. z �
<br /> RE: NOTES SECTION Q6160 FOR BALANCE - FOR BALANCE ONE SIDE - � �
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION 7 f 16" SHT. 6" O.C. N A 2x (2)2x OR 3x 18" O.C. � �
<br /> RE: NOTES SECTION Q6160 P4 4° O.C. 12" O.C. (2) � 16" O,C. 12" O.C.
<br /> , > ONE SIDE o �
<br /> 2x BLKG. W/.148'DIA.x3 C� 3'OC „ � m
<br /> BLOCK TO RIM P3 7/16" SHT. 3" O.C. 12" O.C. (2} 4" O.C. N/A 12" O.C.
<br /> 2x (2)2x OR 3x 12 O.C. � o
<br /> NOT REQUIRED FOR R6) ONE SIDE
<br /> 1Q" O.C. � � �
<br /> A35 W/(12) 0.131" DIA. X 1 1 f2" � A35 W/(12) 0.131" DIA. X 1 1/2" � �A35 W/(12) 0.131" DIA. X 1 1/2"
<br /> GONT. 4x RIM CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR 7 16" SHT, �� » " 3x (2)2x OR 3x 24" O.C. � � �
<br /> RE: SHEARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR P2 � 2 O.C. 12 O.C. (3) 6 O.C. N/A 10" O.C. 10" O.C. � �
<br /> 2x CONT. RIM� SPACING SPACING SPACING
<br /> ONE SIQE � +'
<br /> PEN - �
<br /> ` 2P4 �/16" SHT. 4" Q.G. 12" O.C. (3) 5" O.C. N/A 10" O.C. 3x (2)2x OR 3x 20" O.C. � �
<br /> __ RfM f BLOCKING TO TOP PLA7E 10" O.C. �� � �
<br /> f �- RIM/BLOGKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES � �
<br /> RIM/BLOCKING TO TOP PLATE ^ � 3x (2)2x OR 3x 16 O.C. � o `
<br /> CONN. PER SHEARWALL SCHEDUI.E L7P4 W/(120 Q.131 DIA. X 2 1/2" PEN �P3 7/16' SHT. 3" O.C. 12" O.C. (3} 4" O.C. N jA 8" O.C: » � �
<br /> CONN. PER SHEARWALL 8 O.G �- �
<br /> SGHEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2" BOTH SIDES � � �
<br /> SHEARWALL PANEL EDGE NAILING SHEATHING (2) SIDES » -'-' � �
<br /> Wf(12) Q.131" DIA. X 2 1/2" PER SCHEDULE 2P2 7/16" SHT. 2" O.C. 12" O.C. (3) 3" O.C. N/A 6" O.C. 6° O.C. 3x (2)2x OR 3x 12 O.C. � � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SNEARWAL� PER PLAN � BOTH SIDES � o �o
<br /> SCALE: NONE SCALE: NONE SCALE: NONE
<br /> SHEARWA�L SCHEDULE NOTES: � � �
<br /> TYPICA� EXTERI�R SHEARWA�� CONf�ECT ON TYPICAI_ EXTERIOR SHEARWA�� COI��lECT10�1 TYPIGA� EXTERIOR SHEARWA�(� CO�I�JECTIO�I 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. � �
<br /> 1 � � �P� �P� 2 P 2 2• RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRAQE. j � {
<br /> P 6 P 4 � P 3 ❑ P� � 3. RE: S1.0 SECTfON 06160 °WOOD SHEATH{NG" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TQ FRAMING.
<br /> ❑ i
<br /> �
<br /> � � 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. U � {
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE �ESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". s� =F
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WA�L AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SNALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR . �� �4�E �� . Y'
<br /> z � �
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED.
<br /> , >: .
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELQ NAILfNG SNALL 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"). `9
<br /> - 9. FLOOR DIAPNRAGM NAILWG SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM P�ATE NAILING. DO NOT OVER NAIL THE BLOCKING. 5 I� �
<br /> � 10. ANCNOR BO�TS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS �IOT ALLOWED. ��1'� o
<br /> PROVIDE 3X3X1/4" PLATE 11. GALVANIZED 3" X 3" X 1/4" PLATE WASNERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASNERS IN PLATES IS NOT ALLOWED. ti ��f�a
<br /> WASHER � EA. ANCHOR TYP. 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. � � : • � ,�
<br /> U.N.O. 13. A35 FRAMING ANGI,ES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3S1.2. � � ' � �r '� �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALI. BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � o �
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASQNRY SHALL BE PRESERVATIVE TREATED. �� ��� ��
<br /> o ° , ° o � _ 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED W TWO ROWS OFFSET 1/2 INCH AND STAGGERED. ?� �
<br /> � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. ��
<br /> o ° � � °� 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 /> ° � - �- . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDEQ SHEATHING IS NAILED WITH 1Qd NAILS (0.148" DIA X 3" LONG)
<br /> _-_------o 0 0 0 ° o 0
<br /> � A.BOLT PER SNEARWALL SCHEDULE � o � 11 S H E A R W A�I� S C N E D U�E
<br /> a
<br /> �
<br /> ;� ° w � �
<br /> `F ° o Q a � �
<br /> PLYWOOD ROOF SHEATHING q c�t
<br /> Q N
<br /> � � �
<br /> . � � ° �IQ � N �
<br /> a. - 4 :a e � � �'Q � DIAPHRAGM EDGE NAILING W �
<br /> a �. . ' - � ' � . .a _ 'a. . q . . o . .. � .. . � ,� O
<br /> a � a� . � � ` SIMPSQN LTP4 TRUSS/JOIST BLOCKING �+ �
<br /> A ' , p
<br /> a° . � n. SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1/2°
<br /> � WHEN APP�IED DIRECT TO FRAMING ,' BLOCKING CONNECTION TO �
<br /> �� FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1/2"
<br /> WHEN APPLIED OVER SHEATHING � ' � � � � � � � � � � �� � � � � � � TOP PLATE �
<br /> ^ - - - - � � T � �
<br /> � f � E � ��f :� . . .
<br /> SCALE: 3/4"=1'-0" TYP I C A I� S H E A R WA�L SCALE: NONE . . � . p
<br /> I I ( ( • �•I FRAMING AT 3 5 I'I . . . . . . . . . . . .� Z r
<br /> • I 1 ' ( ( PANEL EDGES . . . . . . . k+�..l. � o
<br /> 4 �1QT USED 5 A�ICHOR BO�T TO CO GRETE 6 TYPICA� S NIPSOI� TP4 - �
<br /> ❑ I I I I�k � � � : � � �
<br /> ❑ I
<br /> I a 1� E l.
<br /> 1. EXTERIOR BEARING ( I I �, �f . .�. � . � .'.. � Q
<br /> SUPPORT ' � -.- ��- - �� -.- � I') . . . . . . . � • m �
<br /> SHEARWALL BEYOND PER
<br /> i SHEAR WALL SCHED. TYP. I I � • . �• � � � ! � U
<br /> - It . II �
<br /> \ / � / \ ROOF�FLOOR SHEATHING NOTES CONTINUOUS COIL STRAP� I I I ( I I w �
<br /> ( \ �I� I I �I I� 2. \ DRAG STRUT PER PLAN � ' ( i I_�- °- �
<br /> / � / � / �. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT, ( I � �
<br /> �
<br /> I � I \ ( � I � I� / PANEL EDGES (B.N.) JOIST PER PLAN - TYP. NOTE: Z � �
<br /> 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD MINIMUM SIZE OF SHEATHING
<br /> / � / � / SHEETS AT SUPPORTS AND AT INTERIOR SNEARWALLS � SHALL BE 2'-0" X 4'-0" � -4 - • DEDICATE STUD BAY AT _
<br /> / PLYWOOD FLOOR SHEATHING NOTGSUPPORTED gYEDGES � END OF SHEARWALL FOR
<br /> � I � /I I\ I /I 1\ U I 3. INTERIOR FIELD NAILING (F.N.) 12° O.C. AT BEARING SUPPORTS ---_ RE: NOTES 0616Q HOLDOWN.
<br /> / \ / � FRAMING MEMBER. .
<br /> \ _ 4, SEE PLANS FOR PLYW40D THICKNESS & NAILING SCHEDULE O BOTTOM PLATE CONNECTION � � .�, � �
<br /> � \ �, LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAft BLOCKING OR BEAM RE: 1, 2 & 10/S1.2 • .�.{ I:
<br /> / \ / ER PLAN �
<br /> FRAMING. P •� � � � ' ApD'l, STUDS FOR HO�DOWN v
<br /> I \ I/ I � I/ I I � TO TRUSS SYSTEM FRAMING & FLOOR DIAPHRAGM EDGE NAILING I• � � � �. � PER SCHEDULE.
<br /> � I \ � AILS SHALL BE 3 8" SHEARWALL BEYOND PER � I � . �. . �
<br /> � / /I I � I { / �I I � (I / 6. MIN. EDGE DISTANCE FOR N / SHEARWALL SCHED. 3/S9.0 �
<br /> \ / � �, � TYPICAL .I � I,I ('. . . . . . . . .:�:���� �
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2-Q X 4-0" r � I- � � �
<br /> �CONTINUQUS C01� STRAP � I I.� � I I I. , . ... . ...:_ . : .. : CONT. 2x RIM �
<br /> g. NAILS SMALL NOT BE OVER DRIVEN DRAG STRUT PER PLAN �l , W/BLOCKING IF REQUIRED �
<br /> � � . . . . . �. . �o. �
<br /> �cs2o �J - 1� � - �. -. . � N
<br /> 0.148" DIA. X 2 1/4" AT 6" o.c. �AL� ABOVE �� �
<br /> WALL BELOW BLOCKING OR CONT. RIM CONNECTION �
<br /> STAGGERED �' Q,)
<br /> (14) 0.148" DIA. X 2 1/4° AT TO TOP PLATE �p �� �
<br /> SCALE: NONF SHEARWALL �
<br /> SCALE: 3 j4" = 1'-0" ' HOLDOWN � �
<br /> . . . . . . . . . .. . . . . , . ._ . 10, 11, 14 & 15/S1.3
<br /> . . . . ... , �
<br /> - - - - - - -. . . . . . . . . . . . .. RE�
<br /> � ROOF F�OOR SNEATN NG �AYOUT 9 DRAG STRUT DETAI�S - - T - � - - - - - - ��I- - � . � PROVIDE PANEL AT NAILWG $�
<br /> / 0 -I I
<br /> 0 � f .� . . . . � .
<br /> . _ . . . . AT END OF WALL STUDS THAT � �
<br /> (,I I � I,) I.) �' � FRAMING AT 3 5 I�. . . , . . ,.. . �•�;. : ATTACN TO HOLDOWNS TYPICAL . �
<br /> PANEL EDGES �
<br /> II I�I �.�. . . . .� � ' � AT ADJOINING PANEL EDGES PROVIDE �
<br /> 3 1 2" � ( � � � � � SHEARWALLE CHIEDULE (D AGGER�NAL S} 0 Q", �
<br /> (1) 1 1/2" (2) 1 1/2" CONT. � SIM. C� (2) 2x FRAMING AT � - r�
<br /> CONT. RIM RIM PLUS BLOCKING SOLID ADJOINWG PANEI. EDGES. I•I •� •I �! I' " . . .�. . . ." �" •�
<br /> W BELOW RIM I � -� -.- -. -, .- -.--- -�-
<br /> BELO BELOW I - - ' ( ' � �SUPPO TED B�Y�FR�AMINGGMEMB�ERS AND
<br /> � � � � �
<br /> � � � � I NAIL W/PANEL EDGE NAILING 3 5 Q� �
<br /> RIM TO BLOCKING I, � I I � �
<br /> �-- '. . GALVANIZED ANCHOR BOLT RE: 5/S1.2 � r--� �;
<br /> � � � � �„ .148"DIA.x3" NAILS � � �„ I I �` FIELD .� . � .' W/ 3 X 3 X 1/4" GALVANIZED WASHER � 4
<br /> � ,� � W �' � 3"OC TYPICAL � � � . . . . . . . . .
<br /> P NAILfNG DIA./SPACING PER SHEARWALL SCHEDULE. 13 � �
<br /> � v � v � c.S�
<br /> � "' "' �-�-'-� FOUNDATION SILL PLATE � 1 �
<br /> .I . .' .
<br /> � � . . :. �.�'.I: STAGGER NAILING
<br /> 1 1 4 3 4 � I'�. .:, RE: SHEARWALL SCHEDULE FOR SIZE 1� � W �
<br /> / 1
<br /> � �
<br /> t) ROW (2) ROWS (3) ROWS • '��• ( �� I I I'I . . ., . .. :�.' HOLDOWN ANCHOR PER PLAN �
<br /> � ��
<br /> CENTERED ON CENTERED ON CENTER ON f RE: 1 & 10/S1.3 � � `�
<br /> RIM BELOW RIMS BELOW RIM BELOW �' I I.I •I � '�=.I' Q„� � �
<br /> I I � . . . . .�. � - CONCRETE FOUNDATION �..�j � �
<br /> �f - �I L�. � - 'I :��-�: �� � � w
<br /> P6T�1, P6 P4 � P3 P2, 2P3, 2P4, 2P2 - • • � - � -. � • . � . .
<br /> � • 4 � • .Q. • • n . � � ,� ^..• • a
<br /> " ^ ., 4 � . ° � a � � � ' � PROVIDE MINIMUM OF TWO BOLTS PER
<br /> ' II ° � a^ � ° a ^ ' PLATE WITH ONE BOLT NOT LOCATED
<br /> ' � ' !�a � � �� � . .a � � � �' : � � . a,� � a . . � . MORE THAN 12 INCHES QR LESS THAN
<br /> � n � ^ � .^ . � � ° o � ° � aa � � � ^ � _ 1 (7� BOLT DIAMETERS FROM TNE END. 13
<br /> �
<br /> SCALE: NONE
<br /> SCALE: NONE � ? T�RE E�E�ATIO�! �
<br /> 10 BOTTONI P�ATE �fAli� �1G PATTER�1
<br /> � TYP CA� SHEARWA�� �lOMEf�C�A ( )
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