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SHEARWALL SCHEDULE - 7�16" APA RATED SHEATHING W� NEM-FIR STUDS AND NEM--�FIR PLATES �
<br /> SHEARWALL PFR PLAN WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKfNG TO TOP PLATE CONN. FOUNDATION FRAMfNG ANCHOR BOLT
<br /> TYPE EDGE NAILING NAILING SILL PLATE AT ADJOINING SPACING �
<br /> BOTTOM PLATE NAILING PER (3) RpWS SHEATHING �� �
<br /> SHEARWALL SCHEDULE (3) OR (4) ROWS NAILING 0.148 x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5 f 8" DIA. co
<br /> RE: 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/S1.2 0 � ROWS SPACING TOENAIL TO FRAMING � � EDGES � 7" EMBED 13 �' •
<br /> RE: 11/SL2 & 1Q/SL2
<br /> P6TN 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O,C. 4" O.C. NfA N/A 2x 2x 48" Q.C. �
<br /> PEN FLOOR SHEATHING RE: 1 fS1.2 RE: 1/S1,2 ONF SIDE
<br /> � RE: NOTES SECTION 06160 FOR BALANCE Pg 7/16" SHT. 6" O.C. 12" O.C. (1} 4" O.C. N/A � �� 2x 2x 48" O.C. U �
<br /> FLOOR DIAPHRAGM EDGE NAILING ' FOR BALANCE ONE SIDE 24' Q.C. 16 Q.G, z �
<br /> OF SECTION OF SECTION -
<br /> RE: NOTES SECTION 06160 7/16" SHT. ., � �
<br /> P4 4 O.C. 12" O.C. (2) 6" O.C. N/A 16" O.C. 2x (2)2x OR 3x 18" O.C. � � ,
<br /> ''" 2x BLKG. W/.148"DIA.x3 � 3"OC ONE SIDE 12" O.C. �
<br /> BLOCK TO RIM � �
<br /> �
<br /> NOT REQUIRED FOR P6 7/16" SHT. �> > 4" O.G. N A �� 2x (2)2x OR 3x 12° O.C. � o
<br /> � � P3 3 O.C. 12' O.C. (2) ` 12 O.C. 1Q" O.C. � � �.� '
<br /> A 3 5 W/(1 2) 0.1 3 1" D I A. X 1 1/2" � A 3 5 W/(1 2) 0.1 3 1" D I A. X 1 1/2" � � A35 W/(12j 0.131" DIA. X 1 1/2" O N E S I D E � � �
<br /> RE: SHEAR W ALL SC H E D U L E F O R CONT. 4x RIM R E: S H E A R W A L L S C H E D U L E F'O R CONT. 4x RIM R E: S H E A R W A L L S C H E D U L E F O R 7/1 6" S H T. 2" O.C. 6" O.C. N A 3x (2)2x O R 3x 2 4" O.C. N � �
<br /> P2 12" O.C. (3) � 10" O.C.
<br /> SPACING SPACING SPACING 10" O.C. � o
<br /> 2x CONT. RIM PEN ONE SIQE � +, � .
<br /> RIM/BLOCKING TO TOP PLATE 2pq. 7/16" SHT. 4" O.C. 12" O.G (3) 5" O.C. N/A 10" O.C. 3x (2)2x OR 3x 20" O.C. .� �'
<br /> 10' O.C.
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES L�I � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDUL.E LTP4 W/(120 Q.131 DIA. X 2 1/2 PEN 7/16" SHT. (2)2x OR 3x 16" O.C. - o
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131° DIA. X 2 1/2" 2P3 3" O.C. 12" O.C. (3) 4" O.C. N/A g�� �� &„ o C 3x � � �
<br /> W/(12) 0.131 DIA. X 2 1/2" SHEARWALL PANEL EDGE NAILIN G B O T H S I D E S � � � _
<br /> PER SCHEDULE SHEATHING (2) SIDES � ,� �
<br /> 2P2 7/16" SHT. 2>' O.C. 12" O.C. (3) 3" O.C. N/A 6» 0.�. , 3x (2)2x OR 3x 12" O.C. U .� �
<br /> SHEARWALL PER PLAN SNEARWALL PER PLAN SHEARWALL PER PLAN BOTH SIDES 6' O.C. � � �
<br /> SCALE: NONE SCALE: NON� SCALE: NONE SHEARWALL. SCHEDULE NOTES: � � �
<br /> TYP CA� EXTER OR SHEARWA�I� CQ�1�lECT Q�l TYP CA� EXTERIOR SNEARWAI�� CON�IECTIO(� TYP CA� EXTER OR SHEARWAI�� CO�INECT10�1
<br /> 1. STUDS SHALL NOT BE SPACED MORE TNAN 16" O.C..
<br /> I ' I P U, P 4 �C P 3 � � �P� �P� 2 P 2 2. RE: S1.0 SECTION 06100 }�RQUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRAQE. , ; � ` �
<br /> �� P� � 1 � 3. RE S1.0 SECTION 06160 WOOD SHEATHING FOR REQUIRED SHEAR WALL SHEATHfNG, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMWG.
<br /> , ;
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH A�L PANEL EDGES BACKED/BLOCKED WITN 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. (J � s �
<br /> 5. FRAMING 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 /> < t5,,
<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 Kh = t��< `'
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE S7AGGERED. ! Y ' ' ` � h '
<br /> FOUNDATION SILL PLATE AND STUDS
<br /> . , .> ,,,, ,:. . �: ;:_,
<br /> PER SHEARWALL SCHEDULE TYP. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SNALL 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 SNALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. �
<br /> PROVIDE 3X3X1/4" PLATE _ 1Q. 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. � � �`��f �.
<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. �`�J� �
<br /> U.N,O. 12. �TP4 �RAMING PLATES SHALL BE INSTA�LED WfTH 12-8d X 1 1 f 2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. � � ���
<br /> 13. A35 FRAMING ANGLES SNALL BE WSTA�LED 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 NOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � wo � �� �o
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. � � ; � �
<br /> ° ° � � 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 /> 0 o Q o 0 0 0° 17. GALVANIZED EXPANSION ANCHORS OF S(MILAR. bIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �,�
<br /> ° � ° � � ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACNED PER 1Q�S1.2 SIM. AND BOTTOM PLATE NAILING.
<br /> o a ° o ° °� � � . WHER� BUILDING OFFICIALS ALLOW, OSB SNEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAIL.ED WITH 10d NAILS (0.148° DIA X 3" LONG)
<br /> ;i A.BOLT PER SHEARWALL SCHEDULE o ° 1 1
<br /> ,� ° � � � SHEARWAL� SCNEDU�E
<br /> Q o w � �
<br /> � PLYWOOD ROOF SHEATHWG � �, � CO
<br /> a o Q � o N
<br /> �
<br /> � � a o �� DIAPHRAGM EDGE NAILING � � �
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<br /> O . . � . � Q ' , . . d. . 4 . o
<br /> . . . 'Q . " ' . . �r• � .
<br /> C :�-� �
<br /> ° � a . SIMPSON LTP4 � O
<br /> , . ' . .. TRUSS/JOIST BLOCKING w �
<br /> °d :Q °. SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1/2" - .
<br /> FOt1NDATION PER PLAN W/(12) D.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING - �
<br /> � � BLOCKING CONNECTION TO
<br /> WHEN APPLIED OVER SHEATHING -'- ' = ' ' = -' = = =-- ' ' " -= --� � = -�� �'� TOP PLATE ~
<br /> -� �- - - - �--. - -� �- - - - �- - -�:� �
<br /> SGALE: 3/4"=1'-0" SCALE: NONE . . . . . . \
<br /> TYP CA SHEARWA�� � • �
<br /> I FRAMING AT 3 � i o �
<br /> •I I i (' �•I �� PANEL EDGES �. �_ �_�. _�k �;1. � �
<br /> 04 �10T USED 05 ANCHO� BO�T TO �ONCRETE 6 TYPICA� S MPSQN �TP4 � � >
<br /> ❑
<br /> I � � I I 1� ��: : � �:�:E'l: ' � �
<br /> 1. �XTERIOR BEARING �
<br /> SUPPORT I, I � -� I�I. -. ��- �-- �I . I:I . . . . . . . . : . ._: Q Q
<br /> SHEARWALL BEYOND PER � � �. � � f m v
<br /> S H E A R W A L L S C H E Q. T Y P. I ( ( ( �
<br /> � / \ � � ROOF/FLOOR SHEATHING NOTES � �-- � •
<br /> ( \ � I \ � CONTINUOUS COIL STRAP� � I .I I � �
<br /> D R A G S T R U T P E R P L A N � Q �
<br /> / � / \ 2 / �. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. � � I �
<br /> f �
<br /> I � I \ � I � � / PANEL EDGES (B.N.) JOIST PER PLAN - TYP. NOTE: � i W
<br /> 2, EDGE NAILING (P.E.N.� AT ALL EDGES OF ALL PLYWOQD ! MINIMUM SIZE OF SHEATHING Z
<br /> � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS SHALL BE 2'-0" X 4'-0" 1'-4"
<br /> ' -" DEDICATE STUD BAY AT
<br /> / \ / BLOCK ALL PLYWD. EDGES
<br /> � I .=I ' I I � I�O I � . ., �,
<br /> � / � 3, WTERIOR FIELD NAILING F N 12 O.C. AT BEARING SUPPORTS � PLYWOOD FLOOR SHEATHING NOT SUPPORTED BY END OF SHEARWALL FOR
<br /> � / \ / \ RE: NOTES 06160
<br /> \ FRAMING MEMBER. HOLDOWN.
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDl1LE � . : 4
<br /> BOTTOM PLATE CONNECTION � � � � �
<br /> \ � � / \ 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICU�RR � RE: 1, 2 & 10/S1.2 . . .:.:.: " �
<br /> I \ I ( ( I I BLOCKING OR BEAM ,� . _ ,. . .f•{..., �
<br /> �
<br /> \ TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN DIAPHRAGM EDGE NAILING
<br /> / \ / �� . . .�. . ' ADQ'�. STUDS FOR HOLDOWN �
<br /> � / �� \ � '� I / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" SNEARWALL BEYOND PER ,� I ( '� :. .: .:�: . . �' :. ' PER SCHEDULE. �
<br /> � � � / SHEARWALL SCHED. 3/S9.0
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2'-Q" X �'-Q" TYPICAL I.) � I.' r �� � � _ -.��� �� �
<br /> ` � �. . . . . . . . . . . . .
<br /> g. NAILS SHA�L NOT BE QVER DRIVEN �CONTINUOUS COl� STRAP � r.I � ( � I. ::.;_ .:. . . . : . : C�T. 2x RIM '�
<br /> DRAG STR�T PER PLAN � �� � I. . , W BLOCKING IF REQUIRED �
<br /> 1L I . . � ��� �
<br /> ��S2Q _ _ � _ _. . . _ . Q,�
<br /> _ WALL BELOW 0.148" DIA. X 2 1/4" aT s" o.c. WAL� ABOVE , !� �
<br /> STAGGERED BLOCKING OR CONT. RIM CONNECTION ' �
<br /> (14) 0.148" DIA. X 2 1/4" AT TQ TOP PLATE �p � �
<br /> SHEARWALL �
<br /> :
<br /> SCALE: 3/4" = 1'-0" . HOLDOWN Q,� O
<br /> SCALE: NONE . _. ._ . . . . ... , RE: 10, 11, 14 & 15/S1.3 •
<br /> 7 ROOF F�OOR SHEATN f�G �AYOUT � " ' ' f � ,�
<br /> � � DRAGST��.JTDETAI�S - _ - - - - - - = - - - -
<br /> � I � � I � �.I. . . , . . . . .:� : : PROVIDE PANEL AT NAILING �j
<br /> '�� AT END OF WRLL STUDS THAT � �
<br /> I �' � FRAMING AT I�. . .....:. . .:.: • • ATTACH TO HOLD04VNS TYPICAL .
<br /> ' I � • �•I PANEL EDGES 3 5 . , . . � {� : � O
<br /> a
<br /> / I I � I I I � (•I ; : : .: : . : j AT ADJOINING PANE� EDGES PROVIDE �-d
<br /> ,
<br /> (1) 1 1/2" (2) 1 1/2" CONT. SOLID O 2x FRAMING AT PANEL EDGE NAILING AND FRAMING PER � �
<br /> SIM. @ 2 SHEARWALL SCHEDULE (STAGGER NAILS) �
<br /> CONT. RIM RIM PLUS BLOCKING RIM ADJQINING PANE� EDGES. I. (.� .f � ( :.:.;. . . � � �
<br /> � -� --� -. -. .- -.- -�-
<br /> BELOW BELOW � •
<br /> . �
<br /> � � B� . . •. BLOCK ALL PLYWQOD EDGES NOT °
<br /> � � � ____�
<br /> I I - � f ' SUPPORTED BY FRAMfNG MEMBERS AND �
<br /> I � I NAIL W/PANEL EDGE NAILING 3 5 �
<br /> RIM TQ BLOCKING
<br /> �, �, _ » „ ,�, . � � .
<br /> -� � .148 DIA.x3 NAILS � � � � �--- . '. . GALVANIZED ANCHOR BOLT RE: 5 f S1.2 � r-,.-� �
<br /> � � "' � � C� 3 OC TYPICAL � � .- FIELD . . ` ' ,
<br /> W
<br /> � � � � a � I NAILING . . _ � W/ 3 X 3 X 1/4' GALVANfZEQ WASNER r/� O
<br /> � U, �, O . DIA./SPACING PER SHEARWALL SCNEDULE. 13
<br /> ¢ V1 �
<br /> ( �� � �
<br /> - I I. . . . . . . . FOUNDATION SILL PLATE � ,._,
<br /> � ��4" 3�4» � 'I . . .: .��. : STAGGER NAILING � �
<br /> �J '�." :. � RE: SHEARWALL SCHEDULE FOR SIZE � � �
<br /> (1} ROW (2) ROWS (3) ROWS �
<br /> CENTERED ON CENTERED ON CENTER ON I � I I I' , �,, : �,.' HOLDQWN ANCHOR PER PLAN � �
<br /> RIM BELOW RIMS BELOW RIM BELOW ��` �I I� ('� ��__• RE: 1 & 10/S1.3 � � � ,
<br /> I � rJ 1�1 ��i �
<br /> P 6 T�1, P 6 P 4 �c P 3 P 2, 2 P 3, 2 P 4, 2 P 2 T �I � . - ,I � � . I T _ � :� ::� _ � :� : CONCRETE FOUNDATION � � �
<br /> J • � . • ^ a � � W W
<br /> � d � • • ^ R PROVIDE MINIMUM OF TWO BOLTS PER
<br /> � a .
<br /> ' � ' ' p � � ' .a A . ^ .. �
<br /> J . ' . a � . ^ � . . ' . Q�� .. a �� . /� ^ . ` .. .
<br /> I� I� PLATE WITH ONE BOLT NOT LOCATED
<br /> � �° � a � � ° ^ �` ^ " � " a � MORE THAN 12 INCHES OR LESS THAN
<br /> I ^ '' ^ . � �� � � � ^ ° - � . . � : a aa ^ ^ � � : ^ � . � (7) BOLT DIAMETERS FROM TNE END. 13
<br /> SCALE: NQNE
<br /> SCALE: NONE
<br /> 10 BOTTONI P�ATE �lA f�I�1G PATTERN � � TYP CA� SHEARWA�� �IOME�JC�ATu '
<br /> ❑ RE E�EVAT10�1
<br /> � �
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