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<br /> SNEARWALL SCNEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND NEM-FIR PLATES
<br /> SHEARWALL PER PLAN--� WALL PANEL FIELD BOTTOM P�ATE Q RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCNQR BOLT a�
<br /> TYPE EDGE NAILING NAILING SILL PLATE AT ADJOINING SPACING �
<br /> BOTTOM PLATE NAILING PER - (3) ROWS 3 OR 4 ROWS SHFATHING 0.148"x3.25" LTP4 DIRECT �°
<br /> SHEARWALL SCHEDULE RE: 11/S1.2 & 1Q/S1.2 RE: 11/Sl)2 & 10/S1.2 NAILING� � ROWS SPACING TOENAIL TO FRAMING A35 ONLY 10 Q EDGES � 75/EMBEID 13 °'
<br /> RE: 11/S1.2 & 1Q/S1.2 _
<br /> � P6TN �/�6" SHT. 6° Q.C. 12" O.C. (1} 4" O.C. 4" O.C. N/A N/A 2x 2x 48" O.C. �
<br /> PEN FLOOR SHEATHING RE; 1/S1.2 RE: 1/S1.2 ONE SIDE �
<br /> ^RE: NOTES SECTION 06160 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. N/A �° " 2x 2x 48' O.C. r'
<br /> P6 24 O.C. 16 O.C. U �
<br /> FQR BALANCE FOR BALANCE z �
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE - � ^
<br /> RE: NOTES SECTION 06160 P4 7/16" SHT. 4" O,C. 12" O.C. (2) 6" Q.C. N/A 16" O.C. 2x (2)2x OR 3x 18" O.C. � � �
<br /> 2x BLKG. W/.148"DIA.x3 C� 3"OC ONE SIDE 12" O.C. �� �
<br /> BLOCK TO RIM �' '�
<br /> 7/16" SHT. 4° O.C. N A �� �x (2)2x OR 3x 12" O.C. � � o
<br /> NOT REQUIRED FOR P6) P3 3" O.C. 12" O.C. (2) � 12 O.C.
<br /> 10" O.C.
<br /> A35 W 12 0.131" DIA. X 1 1 2" ONE SfDE u> �' �
<br /> �� ) f A35 W/(12) 0.131" DIA. X 1 1/2" � A35 W/(12) Q.131" DIA. X 1 1/2" � � c�
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM CONT. 4x RIM / 2 O.C. 6 O.C. N A � �
<br /> RE: SHEARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR 7 16" SHT. °' �> " > 3x 2 2x OR 3x 24" O.C. � � co
<br /> SPACING P2 12 O.C. (3) � 10' O.C. 10" O.C. � �
<br /> 2x CONT. RIM PEN SPACING SPACING ONE SIDE � v �
<br /> 7/16" SHT. 5�> O.C. N A 3x (2)2x QR 3x 20" O.C. � �
<br /> � � RIM/BLOCKING TO TOP PLATE 2P4 4 O.C. 12" O.C. (3) � 1Q" O.C. �p" O.C. � }-'
<br /> RIM/BLOCKING TO TOP PLATE RIM jBLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES W � �
<br /> CONN. PER SHEARWALL CQNN. PER SHEARWALL SCHEDULE LTP4 Wj(120 0.131" DIA. X 2 1/2" PEN 2P3 7/16" SHT. 3" O.C. 12" O.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. � �., T+
<br /> „ „ SHEARWALL PANEL EDGE NAILING `� '
<br /> W/(12) 0.131 DIA. X 2 1/2 PER SCHEDULE SHEATHING (2) SIDES BOTH SIDES � � �,
<br /> 2P2 7/16" SHT. 2„ O.C. 12" O.C. (3) 3° O.G. N�A 6° O.C. » 3x (2)2x OR 3x 12" O.C. U � �
<br /> SHEARWALL PER PLAN SHEARINALL PER PLAN SH€ARWALL PER PLAN BOTH SIDES 6 O.C. � o �
<br /> S C A L E: N O N E SCALE: NONE SCALE: NONE (j} � �
<br /> TYPICA� EXTERIOR SHEARWA�� CO�1�lE�T 0�1 TYPIGA� EXTER OR SHEAR�IA�� CO�JNECTC0�1 TYPICA� EXTERIOR SHEARWA�� CO(�I�ECT ON sHEaRwa�� scNEou�E No-rEs:
<br /> 1. STUDS SHALL NOT BE SPACED MORE TNAN 16" O.C.. ' : � :
<br /> � P 6 P 4 8c P 3 � P 2 � �P 4 2 P� ��2 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE, � ���j '
<br /> 7 p a 3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FQR REQUIRED SHEAR WAL� SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. <
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED f BLOCKED WITH 2" NQMINAL OR WIDER FRAMING. SEE NOTE 5. !; U h ;
<br /> � 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE �ESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SNEARWALL MARKS EXCEPT "P6". ��?'
<br /> � ,_
<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 SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ' X � ' y�
<br /> b
<br /> .�.T..;:;.
<br /> %..
<br /> � " .
<br /> FRAMING SHALL BE 3° NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. ' '
<br /> �..:.�.f .e....E , .�„�.�.. . .�
<br /> FOUNDATION SILL PLATE AND STUDS 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. �
<br /> _ 8. NAILS FOR BQTTOM PLAT� FRAMING SHALL BE 12d COMMON (0.148" X 3.25'). ; �
<br /> ��` 9. FLOOR DIAPHRAGM NAI�-fNG SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. � � �
<br /> PROVIDE 3X3X1/4" PLATE _`' � 10. ANCNOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 ANQ SHAL� BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. ����r �
<br /> WASHER � EA. ANCHOR TYP. 11, GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIREQ AT �ACH ANCHOR BOLT. RECESSING PLATE WASH�RS IN FLATES IS NOT ALLOWED, ti �`�� �'
<br /> U.N.O. -- 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITN 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DFTAILS 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. � � ' . ,�t � �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � o � o
<br /> 15, ALL WOOD W CONTACT WITN CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. c� � � 01
<br /> o ° o ° �� 16. WHERE BOTTOM P�ATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTA�LED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. `�?�� � �
<br /> � o 0 0 0 0 o a� 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 ATTACHED PER 10/SL2 SIM. ANQ BOTTOM PLATE NAILING.
<br /> 0 0° o ° o� � o . WHERE BUILDING OFFICfALS AL�OW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATNING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG) �
<br /> ,, A.BOLT PER SHEARWALL SCHEDULE ° o � � .
<br /> , ° SHEARWA�� SCHED��E �
<br /> f� �
<br /> o W `� �
<br /> , ¢ PLYWOOD ROOF SHEATHING q �, � °�,°
<br /> . �
<br /> 0
<br /> ° � ° � Q o a �� DIAPHRAGM EDGE NAILING � `�-' �
<br /> . ° � a �
<br /> a � . a °. o . o � w �
<br /> .q �
<br /> . e . . � Q SIMPSON LTP4 TRUSS/JOIST BLOCKING � �
<br /> A �a° � °. SIMPSON LTP4 W/(12) 0,131° DIA. X 1 1/2"
<br /> Q FOUNDATION PER PI AN Wf(12) 0.131" DIA. X 2 1 f2" WHEN APPLIED DIRECT TO FRAMING � � ' � . BLOCKING CONNECTfQN TO `�'
<br /> � WHEN APPLIED OVER SHEATHING - _ _ = - - _ - _ _ _ _ - _ _ TOP PLATE o
<br /> SCALE: 3/4"=1'-0" SCALE: NONE � ' � � � �•I. � � � � � � ' . \
<br /> TYPICA SHEARWA� F ' �
<br /> I, I.I I , FRAMING AT 3 5 I�'. .:... . . .:.:. � p `�' .
<br /> 4 �IOT �JSED 5 A�ICHOR BO�T TO CO�ICRETE 6 TYPICA� N1PSaN �TP4 I � (• PANEL EDGES . _ k �:�' � °
<br /> 0 �� 0 S W
<br /> _ I i � � I I � I • 1�C ����:�.�.�.�. .� � f:l; � �
<br /> 1. EXTERIOR BEARING Q �
<br /> SUPPORT I') � -.- �'- . ��i -.- �! (�I I• � �� ����. ' •
<br /> �- �j
<br /> -
<br /> SHEARWALL BEYOND PER - .- • ' � � � -.. � � � � m v
<br /> � - - - - � - SNEAR WALL SCHED. TYP. � I I I `�'
<br /> � / � / � ROOF/FLOOR SHEATHING NOTES (T V�' '- �
<br /> �
<br /> I CONTINUOUS COIL STRAP� �� � • I � � �
<br /> � �� ( f � � � \ DRAG STRUT PER PLAN
<br /> � / / \ �, BOUNDARY NAILING AT ROOF/FLOQR PERIMETER, AT CONT. --�-� c�
<br /> '� �I \ \ I I '� I ( �` / / I PANEL EDGES (B.N.) JOIST PER PLAN - TYP. � � NQTE; � � �,.z.a
<br /> 2. EDGE NAILING (P.E.N.) AT ALL EDGE$ OF AL� RLYWOOD C� � MINIMUM S1ZE OF SHEATHING z
<br /> � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS � SHALL BE 2'-0" X 4'-0°
<br /> 1'-4,> _ •
<br /> -'° DEQICATE STUD BAY RT
<br /> � \ / \ / � ' PLYWOOD FLOOR SHEATHWG BLOCK ALL PLYWD. EDGES END OF SHEARWALL FQR
<br /> � � I jl�� ( 3. INTERIOR FIELD NAILING (F.N.} 12" O.G. AT BEARING SUPPORTS
<br /> � - RE: NOTES 06160 RAMSNG PMEMBDRBY HOLDOWN.
<br /> \ � � � � q., SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE �. . ' . `
<br /> BOTTOM P�ATE CONNECTION
<br /> \ \ 5. LONG DIMENSfON OF PLYWOOD SHALL RUN PERPENDICULRR 0 RE: 1, 2 & 1Q/51.2 � . _ � �
<br /> BLQCKING OR BEAM �I -. . �•) I� �
<br /> \ I / � � � �/ � I \ I TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. ' .
<br /> �
<br /> PER PLAN ' PER'SC EDUL,E OR HOLDOWN �
<br /> -�-- 2�. DIAPHRAGM EDGE NAfL1NG
<br /> ( /I I � ( I / I\ / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8° SHEARWALL BEYONQ PER ,� .:_ . :. ,:. _�� . .�
<br /> � � � � ~ /
<br /> SHEARWALL SCHED. 3/S9.0 I Q,�
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL I,) ,� I,I .' �. . . . . .(����� O
<br /> g. NAILS SHALL NOT BE aVER DRIVEN
<br /> �CONTINUOUS COIL STRAP � r• � I._.:. .._ . . .'. . ' . : C�T, 2x RIM �
<br /> � W BI.00KING {F RE4UIRED •
<br /> DRAG STRUT PER PLAN I . � •
<br /> . . . •o, r�
<br /> �CS20 - - � - - � �
<br /> . . .
<br /> 0148" DIA. X 2 1/4" AT 6" O.C. . . . . . . . . • . . . . . . . � . . . - ��
<br /> WALL BELOW � WALL ABOVE • �
<br /> STAGGERED � BLOCKING OR CONT. RIM CONNECTION
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE 10 � �
<br /> SHEARWAL� �
<br /> SCALE: NONE SCALE: 3/4" = 1'-0" - - ROLD OW�11, 14 & 15/S1.3 � o
<br /> - � . . . . . -._. _ .. . . = . _. . . , . _. , � �
<br /> �7 ROOF/FI�OOR SNEATHI�I� �AYOUT [�9 DRAG STRUT DETA �S - - � � � � � ^ � � -I�� � ' T ! : � PROVIDE PAN I
<br /> � � I � � '� �.�.�. . . .�. . � •�� AT END OF WALLS UDS' THAT � �r�
<br /> I• I•I �°• FRAMING AT I�I... .:. . . . . . + ; � ATTACH TO HOLDOWNS TYPICAL . � r .
<br /> d I• PANEL EDGES 3 5 . . . . . , . , k � . : O
<br /> I I•) . . : . .�. . : � AT ADJOINING PANEL EDGES PROVIDE � �-i '
<br /> ° PANEL EDGE NAILING AND FRAMING PER
<br /> (1) 1 1/2" (2) 1 1/2" CONT. 3 ��2 SIM. Q (2� 2x FRAMING AT I � � �. . . SHEARWAL� SCHEDULE (STAGGER NAILS) �5 � .'�
<br /> CONT. RIM R{M PLUS BLOCKING SR�M ADJOINING PANEL EDGES. • � T �•_. _• �•I � �I ( . . . �� ' � � �
<br /> BELOW BELOW BELOW . � �. .�. � BLOCK ALL PLYWOOD EDGES NOT
<br /> - - � � -,. �s.
<br /> � � �� ( � I I ' � SUPPORTED BY FRAMING MEMBERS AND � �
<br /> NAIL W/PANEL EDGE NAILING 3 5 Q„� �
<br /> RIM TO BLOCKING � �
<br /> , � � � � �, .148"DIA.x3" NAILS � J �, � a I �. ' GALVANIZED ANCHOR BOLT RE: 5/S12 r--� �
<br /> � � � . -�V . . . . . . �..�
<br /> � � � � �' � 3"OC TYPICAL � � �' �� F I E L D ` W/ 3 X 3 X 1/4" GA�VANIZED WASHER � � O
<br /> � '� = W = w = NAILING . � � DIA./SPACING PER SHEARWALL SCHEDULE. �3
<br /> � � � � o_ v �
<br /> �- � (�_:.:.:. . . . � � FOUNDATION SIL.L PLATE � 1 � �
<br /> � I I .... .f°i. !_' STAGGER NAILfNG � � .
<br /> 1 1/4" 3/4" r� (' .�. . . . . t . RE: SHEARWALL SCHEDULE FOR SIZE C1�2 � �
<br /> � . . . . � �
<br /> (1) ROW (2) ROWS (3) ROWS HOLDOWN ANCNOR PER PLAN
<br /> CENTERED ON GENTERED ON CENTER ON �• � �.I _ t�•=. RE: 1 & 10/S1.3 � � �
<br /> RIM BELOW RIMS BELOW RIM BELOW � I ( I ' i�I
<br /> I I I rJ I I �: � �:� -, ' a.� � �
<br /> P 6 T�1 P 6 P 4 � P 3 P 2 2 P 3 2 P 4 2 P 2 _ �I - . o - - 1 � - . I _ _ _ , _ . � . CQNCRETE FOUNDATION � � �
<br /> V1 � w
<br /> ) 9 ) 1 � . . . . . . � �
<br /> t ^ _4 . � .
<br /> a ^ ^ � ^ a
<br /> I � ^ � PROVIDE MINIMUM OF TWO BOLTS PER
<br /> J ^ d ° � " p Q �4I� � n n � � PLATE WITH ONE BOLT NOT LOCATED
<br /> ,. �Q' Q . 1� . Q ' . � 4 .� /
<br /> � ` 4 � ° ^ � ^ � � MORE THAN 12 INCHES OR LESS 7NAN
<br /> � ^ �! � . � . � � ^ � ° � � � � : d Qa � ^ ^ � ^ . � � . � (7) BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE SCALE: NONE
<br /> 10 BOTTONI P�ATE NAI���1G PATTERN � 2 TYP CA� SHEARWA�� �lO�lE�1C�ATURE E�E�ATI0�1 '
<br /> ( �
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