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SHEARWALL SCHEDULE - 7/16" APA RATED SNEATHING W/ HEM-FIR STUDS AND NEM-FIR PLATES
<br /> SNEARWALL PER PLAN WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT 6,
<br /> BOTTOM PLATE NAILING PER (3) ROWS TYPE SNEATHING EDGE NAILWG NAILING SILL PLATE AT ADJOINING SPAGING Q
<br /> SHEARWALL SCHEDULE (3) OR (4) ROWS NAILING 0.148"x325" LTP4 DIRECT �
<br /> RE: 11 jS1.2 & 10/S1.2 RE: 11/5L2 & 10/S1.2 R�: 11/S1.2 & 10fS1.2 O O ROWS SPACING TOENAIL TO FRAMING A35 ONLY 10 (� EDGES � 75 EMBED� 13 �
<br /> P6TN 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. 4" O.C. NfA N/A 2x 2x 48" O.C. �
<br /> PEN FLOOR SNEATHING ONE SIDE
<br /> RE: 1 S1.2
<br /> _ RE: NOTES SEGTION 06160 FQR ALANCE RE: 1/S1,2 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. N A � �� 2x 2x 48" O.C. C� � �
<br /> FOR BALANGE P6
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE � 24' O.C. 16 Q.C, z �
<br /> RE: NQTES SECTION Q6160 i � " 'r 7/16° SHT. 6" O.C. N A 2x 18" O.C. �
<br /> P4 4 O.C. 12' O.C. (2) � 16" O.C. (2)2x OR 3x � �
<br /> 2x BLKG. W/.148 DIA.x3 @ 3 OC ONE SIDE 12' O.C.
<br /> BLOCK TO RIM � m
<br /> NOT REQUIRED FOR P6) P� 7/16" SHT. 3" O.C. 12" O.C. (2) 4" O.C. N/A 12" O.C. 2x (2)2x OR 3x 12" O.C. � � o
<br /> A35 W/(12} 0.131" DIA. X 1 1/2" � - 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 ONE S@E 1Q" O.C. � ��
<br /> � RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM CONT. 4x RIM f� } �2 � '�
<br /> RE: SHEARWALL SCMEDULE FOR RE: SHEARWALL SCHEDt1LE FOR P 2 7/16" SMT. 2" O.C. 1 2" O.C. (3) 6" O.C. N/A 10" O.C. „ 3 x (2)2 x O R 3 x 2 4" O.C. N � �
<br /> 2x C O N T. R I M S P A C I N G S P A C I N G
<br /> SPACING 10 O.C. � o
<br /> PEN ONE SIDE
<br /> � � �
<br /> RIM/BLOCKING TO TOP PLATE 2pq. 7/16" SHT. 4" O.C. 12" O.C. (3) 5" Q.C. N/A 10" O.C. , 3x (2)2x OR 3x 20" O.C. �' � '
<br /> RIM f BLOCKING TO TOP P�ATE RIM/BLOCKING TO TOP PLATE CONN. PER SH�ARWALL SCNEDULE BOTH SIDES 10' O.C. � -;-�
<br /> � � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDUI.E LTP4 W/(120 0.131" DIA. X 2 1/2° PEN 7/16" SHT. � �� �
<br /> SGHEDULE A35/LTP4 LTP4 W/(120 Q.131 DIA. X 2 1/2 2P3 3" O.C. 12' O.C. (3} 4" O.C. N/A g° p� „ 3x (2)2x OR 3x 16 O.C. - o � �
<br /> BOTH SIDES � �, �
<br /> W/(12) Q.131" DIA. X 2 1/2" PERASCHEDUPENEL EDGE NAILING SHEATHING (2) SIDES 8 O.C. � � �
<br /> SNEARWALL PER PLAN 2P2 7/t6 SHT. 2" O.C. 12" O.C. 3 3" O.C. N/A 3x (2)2x OR 3x 12 O.C. T' � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN 1 f � 6" 0.�. 6" O.C. �� �'� �
<br /> BOTH SIDES � � c�t
<br /> SCALE: NQNE SCALE: NONE SCALE: NONE -N � `�
<br /> SHEARWALL. SCHEDULE NOTES: cn � �
<br /> TYPICA EXTER OR SHEARWA�� CO�INECT10�1 TYPICA� EXTERIOR SHEARWA�� CONf�ECTIOf� TYPICA� EXTER OR SHEARWA�L C0�INECTIOf� 1. STUDS SHALL NOT BE SPACED MORE THAN,,,6�� o.�..
<br /> � 2, RE: S1.0 SECTION �6100 ROUGN FRAMING FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. '
<br /> � P6, P4 8c P3 0 P2 » { `
<br /> ❑ 2 P 4 2 P 3 2 P 2 3. RE: S1.0 SEC
<br /> > > TION 0616Q WOOD SHEATHING 0
<br /> F R RE U ED S >, I- :;:::
<br /> IR HEAR WAL S
<br /> 4 L HEATHING T
<br /> HICKNES
<br /> S AND R D
<br /> G A E. ALL HEA
<br /> S R WALL PAN LS
<br /> E SHALL BE A
<br /> , PPLIED DIREC L
<br /> T Y TO FRA I G
<br /> MN .
<br /> :�>f:�:>M _
<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 ;N y
<br /> 5. FRAMING MEMBERS ftECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". s s �, ;
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANE� JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR '� � i ` ` : �
<br /> FOUNDATION SILL PLRTE AND STUDS FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. ; ` A ' �
<br /> _ < ,:,. . .. ..�: . _,,..:.:
<br /> PER SHEARWALL SCHEDULE TYP. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2").
<br /> 8. NAILS FOR BOTTOM PLATE FRAMING SNALL BE 12d COMMON (0.148" X 3.25"). �
<br /> 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETN+EEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. �
<br /> PROVIDE 3X3X1/4" PLATE f_____--- 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 �`��f �
<br /> WASHER � EA. ANCNOR 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. f�� �
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1 j2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. � � `��`�
<br /> 13. A35 FRAMING ANGL,ES SHA�L BE INSTALLED WITH 12-8d X 1 1 j2 (0.131' X 1 1/2 ) NAILS. RE: DETAILS 1, 2 & 3S1.2. � �� � �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL � �, ~` � Z
<br /> 15. ALL WOOD IN CONTACT WITH CQNCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. � ti
<br /> o ° 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 /> 0 0 � ° � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. QIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. ��
<br /> ° o ° � � ° ° � � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PEft 10 f S1.2 SIM. AND BOTTOM PLATE NAILING.
<br /> 0 0 0° ° o •
<br /> � a � . WHERE BUILDING OFFICIALS RLLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" 4R 3/8" GYPSUM WALL BOARD PROVIDED SNEATHING IS NAILED WITH 10d NAILS (Q.148" DIA X 3" LONG)
<br /> � --�� A.BOLT PER SHEARWALL SCHEDULE a ° 1 1
<br /> �' Q o � � SHEARWAL� SCNEDU�E W � �
<br /> a
<br /> a
<br /> PLYWOOD ROOF SNEATHING Q \ � �
<br /> a. � a :a .. . � . ' � � o Q \ � �
<br /> Q Q � . � '4. a °4 � , 10 DIAPHRAGM EDGE NAILING � � �
<br /> a . � o
<br /> �, .
<br /> . o. � �
<br /> ' � � Q � SIMPSON LTP4 ! p
<br /> ° a ' � TRUSS/JOIST BLOGKING w Q
<br /> ° , .Q ° SIMPSON LTP4 w/(12} 0.131" DIA. X 1 1/2"
<br /> FOUNDATION PER PLAN Wj(12) 0.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING �
<br /> BLOCKING CONNECTION TO C°
<br /> WHEN APPLIED OVER SNEATHING • • • • • • • • • • • • •� • • • • • •
<br /> , � � � - - - - � - - - - - � - �,I TOP PLATE \
<br /> 0
<br /> SCALE: 3/4�-, -0� TYP CA� SHEARWAI�� SCALE: NONE � � � �.�.� � o
<br /> FRAMlNG AT 3 5 �
<br /> 4 �10T � SED 5 ANCHOR BO�T TQ �O�ICRETE � • PANEL EDGES I�I
<br /> 6 � I�� �� ::: :k`I:I� ° °
<br /> Q �� TYP CA SINIPSO�J �TP4 . . . �
<br /> � . . . . �
<br /> ,. � � � � � � � • �� � .�: � � � �:� :�:E l: � �
<br /> �XTERIOR BEARING
<br /> SUPPORT 'I � -�- -�-�I. -. ��- -.--- �. .I I:� .:.:. .:.:.:':. . . ..: � Q_
<br /> _ _ _ SHEARWALL BEYOND PER _ ,� � � � � � � � � - m �
<br /> .� - \- SHEAR WALL SCHED. TYP. I I { � I � v
<br /> / \ / ROOF/FLOOR SHEATHING NOTES t
<br /> � � �j� I �.,� � � _ I �. CONTINUOUS COIL STRAP� �� •I � � .
<br /> � � / \ �-�-� / �, BOUNDARY NAILING AT ROOF/FLOOR PERfMETER, AT CONT. DRAG STRUT PER PLAN � I � W �
<br /> � � J-� � �
<br /> I � ( \ I � I � � / PANEL EDGES (B.N.) JOIST PER PLAN - TYP. � �
<br /> _-
<br /> � 2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOQD M�IMUM SIZE OF SHEATHING z � W
<br /> / \ / \ / SHEETS AT SUPPORTS AND AT INTERIQR SHEARWALLS SHALL BE 2'-0° X 4'-Q" 1'-4"
<br /> � " DEDICATE STUD BAY AT
<br /> BLOCK ALL PLYWD. EDGES _
<br /> / \ / 3 INTERIOR FIELD NAILING F N 12" O.C. AT BEARING SUPPORTS PLYWOOD FLOOR SHEATHING END OF SHEARWALL FOR
<br /> � I ( f I\ I � � I 3• � • •) -- RE: NOTES 06160 NOT SUPPORTED BY HOLDOWN.
<br /> � / \ / \ FRAMING MEMBER.
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE �
<br /> . . . , . ;
<br /> O BOTTOM PLATE CONNECTION � � �
<br /> I \ I � � I � I / I � 5. LONG DIMENSION OF PLYWOOD SNALL RUN PERPENDICULAR BLOCKING OR BEAM RE: 1, 2 & 1Q/SL2 � �.�'.I. �
<br /> \ / � / \ TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN
<br /> i /� / \ � / „ DIAPHRAGM EDGE NAILING f � : . _ . � ' ADD'L STUDS FOR HO�DOWN �
<br /> � / I I � I / I � I / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3 8 SHEARWALL BEYOND PER � C 'I.: �' :. ' PER SCHEDULE. �
<br /> \ / SHEARWALL SCNED. 3 f S9.0 . .
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2'-Q" X 4'-0" TYPICAL I.) � I,I (. . . . .�.�. .�. . . •. .
<br /> r � � . . . . . . . : .E:�.�: � .
<br /> g. NAILS SHALL NOT BE OVER DRIVEN �CONTINUOUS COIL STRAP `� � I.. . . - . . . . . . e i
<br /> CONT. 2x RIM �
<br /> DRAG STRUT PER PLAN �. � .� ._ � : � .,. :o, WJBLOCKING IF REQUIRED �
<br /> �CS2Q � I LL I � . .�. . .'. �
<br /> ^ WALL. BELOW 0.148" DIA. X 2 1/4" AT 6° a.c. WALL ABOV� � �
<br /> J STAGGERED BLOCKING OR CONT. RIM CONNECTION ' �
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE �p ,� �
<br /> SCALE: NONE SCALE: 3 f 4" = 1'-0" SHEARWALL HOLDOWN Q,� �
<br /> 07 ROOF/F�OOR SHEATN �1G �AYOUT g - _ _ _ _ - _ = _ _ _ _ - _ _ _ RE: 10, ,,, 14 & 15/51.3 0 .
<br /> 0 DRAG STRUT DETA �S ; . : : � �
<br /> � � � � I � �.I.:. .:. .:.:. .:.:�; ; . PRQVIDE PANEL AT NAILING � '
<br /> FRAMING AT I AT END OF WALL STUDS THAT � �
<br /> I,I I � . .� �� PANEL EDGES 3 5 l.l .� . � �.�. ka�` ': ATTACH TO NOLDOWNS TYPICAL . � o _�
<br /> » I•I :. . : • AT ADJOWING PANEL EDGES PROVIDE � �--.{
<br /> (�} � �/z° (2) i �/2" CONT. 3 1/2 � � � ( C ( ��'
<br /> SOLID SIM. @ (2) 2x FRAMING AT PANEL EDGE NAILING AND FRAMING PER
<br /> CONT. RIM RIM PLUS BLOCKING R�M ADJOINING PANE� EDGES. (•I �+ . . � � SHEARWALL SCHEDULE (STAGGER NAILS) �5 �� ��
<br /> .
<br /> � • �•C • �•� � ;�:� : : k� :� � � �
<br /> BELOW BELOW BELOW � � �• -• �- -�- -�- BLOCK ALL PLYWOOD EDGES NOT
<br /> � � � �
<br /> ' � SUPPORTED BY FRAMWG MEMBERS AND
<br /> �� � I � •- • ( I NAIL W PANEL EDGE NAILING � �
<br /> RIM TO BLOCKING (•I � 3 5 � �
<br /> � J � � �, .148"DIA.x3" NAILS � � � � � � �
<br /> W � w = r-'' C� 3"OC TYPICAL `�' � � �---- � U � �'
<br /> GALVANIZED ANCHOR BOLT RE: 5 S1.2
<br /> � � I FIELD �� ' W/ 3 X 3 X 1/4" GALVANIZED WASHER O
<br /> °_ � � v � NAILING ��.. . ... . � . . � -+-�
<br /> DIA./SPACING PER SHEARWALL SCHEDULE. 13
<br /> O �.' : :: : : ' • � .
<br /> FOUNDATION SILL PLATE
<br /> 1 1/4" 3 4" � . . STAGGER NAILING �i � ,�'
<br /> � � ( . . . �: c�c3 �
<br /> �� (.I. . � � RE: SNEARWALL SCHEDULE FOR SIZE 1�? W �
<br /> �
<br /> (1) ROW (2) ROWS (3) ROWS ( I I • HOLDOWN ANCHOR PER PLAN �
<br /> CENTERED ON CENTERED ON CENTER ON (. �� I�:. . . . .:. .:.: i,_.' � ^
<br /> RIM BELOW RIMS BELOW RIM BELOW � �`
<br /> •I �•I I•� I• . . 'i-I` RE: 1 & 10/St.3 � � �
<br /> rJ I -� au � �,
<br /> P 6 TN, P 6 P 4 �C P 3 P 2, 2 F 3, 2 P 4, 2 P 2 T �C � . _ T I � � . ( _ � :� � i : CONCRETE FOUNDATION � � �
<br /> . t , ' ' .��- , . . . ^ _ � . . � . _ ` f�'�1 �'�1 '
<br /> . � . � . 'O'.� ' . p . . ' . � i1 .•.f{. n"� Q . . � . .
<br /> � 4 ° ' PROVIDE MINIMUM OF TWO BOLTS PER
<br /> J a � � a � � ^ � ^ RLATE WITH ONE BOLT NOT LOCATED
<br /> , �a . ° .d �. a . . ^ . . � . � �� - � ` � , '
<br /> MORE THAN 12 INCHES OR LESS THAN
<br /> ; � � ^ . � . ^ � � � � ^ ° - � . � Q a � a° a^ ^ � �" � � (7) BOLT DIAMETERS FROM TNE END. 13 ,
<br /> SCALE: NONE SCALE: NONE
<br /> 1 � BOTTONI P�ATE �IAII�If�G PATTER 12 �
<br /> � ❑ TYPICA� SHEARWA�� �IOME�IC�ATURE E�EVAT10�1
<br /> � �
<br />
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