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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT �
<br /> SHEARWALL PER PLAN _ � TYPE EDGE NAILING NAILING SILL PLATE AT ADJOINING SPACING �
<br /> � BOTTOM PLATE NAILING PER - (3) ROWS - (3) OR (4) ROWS SHEATHING NAILING 0.148"x3.25' LTP4 DIRECT A35 ONLY 1Q PANEL 5/8" DIA. �
<br /> �-^SHEARWALL SCHEDULE � RE: 11/S1.2 & 10/S1.2 � RE: 11/S1.2 & 10/S1.2 O �� ROWS SPACING TOENAIL TO FRAMING � � EDGES �5� 7" EMBED 13 °' '
<br /> RE: 11/S1.2 & 10/S1.2 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 /> P6TN
<br /> PEN- FLOOR SHEATHING FOR BALANCE FOR BALANCE SIDE �
<br /> ONE ------_ �__._� Y_v�__ ����_
<br /> RE: 1/S1.2 RE: 1/S1.2
<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. U �
<br /> P6 � 24' O.C. 16' O.C.
<br /> FLOOR DIAPHF�AGM EDGE NAILING \� - ; � ONE SI .__ z � ^
<br /> OF SECTION OF SECTION � �
<br /> RE: NOTES SECTION 06160 I _ 2x BLKG. W .148"DIA.x3 C� 3'�OC P4 7/16" SHT. 4" O.C. 12" O.C. (2) 6" O.C. N/A 16" O.C. 2x (2)2x OR 3x 18" O.C. ,�
<br /> / ONE SIDE 12" O.C. � �
<br /> BLOCK TO RIM � '-'
<br /> 7/16" SHT. , � 4" O.C. N A � 2x (2)2x OR 3x 12" O.C. � a
<br /> _�(NOT REQUIRED FOR P6) �� P3 ONE SIDE 3' O.C. 12' O.C. (2) � 12' O.C. 10" O.C. e � a; �
<br /> ---L�-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" l A 3 5 W/(1 2) 0.1 3 1" D I A. X 1 1/2" � � �
<br /> RE: SIiEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM - RE: SHEARWALL SCHEDULE FOR 7 16" SHT. � �� ' , 3x 2 2x OR 3x 24" O.C. iU U� �
<br /> 2x CONT. RIM-� SPACING SPACING SPACING P2 � 2' O.C. 12 O.C. (3) 6' O.C. N/A 10' O.C. 10" O.C. O � � ,
<br /> PEN ONE SIDE � �
<br /> - �
<br /> U .
<br /> 2P4 7/16" 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 � � TO" O.C. � -�
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES _ ��! � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 W/(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)2>: OR 3x 16" O.C. � o ��
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2" �-��\, 8' O.C. .-�
<br /> W 12 0.131" DIA. X 2 1 2" SHEARWALL PANEL EDGE NAILING BOTH SIDES � � �?
<br /> �� � � � PER SCHEDULE SHEATHING (2) SIDES --- � x �'
<br /> 7/16" SHT. 2" O.C. ' 3" O.C. N A � 3x (2)2x OR 3x 12" O.C. U �' �
<br /> SHEARWALL PER PLAN 1i - _ 2P2 12' O.C. (3) � 6' O.C. 6" O.C. � �
<br /> � SHEARWALL PER PLAN SHEARWALL PER PLAN � BOTH SIDES � o �
<br /> SCALE: NONE SCALE: NONE SCALE: NONE SHEARWALL SCHEDULE NOTES: � � �
<br /> TYP CA� EXTER OR S �EARWA�� CONNECT ON TYP CA� EXTER OR SHEARWA�� CONNECT ON TYP CA� EXTER OR SHEARWA�� CONNECT ON 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. �
<br /> �
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<br /> � P 6 P`t CX, P� � P 2 l___'J 2 P 4 2 P 3 �P� 2• RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. ` �
<br /> � . � � 3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. � �
<br /> ; ` � ;
<br /> - '--�-�^--�v���-�- - 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 /> , .
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". - �' ` �
<br /> �
<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 ' `�
<br /> ; ,
<br /> �t; � � '�:
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. ` �.,,, y.. , ` �.��.u<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 BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25'). �
<br /> � �J�`� 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOf� BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. S `� �
<br /> ` � ___.---��- ` 10. ANCHOR BOLTS SHALL BE GALVANIZED 5 8 DIAMETER A-307 AND SNALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. �� �.
<br /> PROVIDE 3X3X1/4" PLATE __...____��.` � � 1� o
<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. ,� ���
<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 W
<br /> �� ��
<br /> � 13. A35 FRAMING ANGLES SHALL BE: INSTALL.ED 'NITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3S1.2. � � ' `�
<br /> ~ ' ' 4� 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. 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. `�?��' s`�' �
<br /> � � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. `��,�
<br /> o a � ° _.,..,,..___--___-
<br /> 0 � ° � ° 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 /> � _------�` p ° o ° o` � q � ` -_ . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING 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 o ° �----�T
<br /> ; � _ Q ° �� SHEARWA SCHEDU E
<br /> � � �
<br /> a 6 ;=� `� �
<br /> \ , �- -PLYWOOD ROOF SHEATHING , Q �v � °N°
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<br /> O N �
<br /> a. � a ° d � � �a a ` f_,--� 10 DIAPHRAGM EDGE NAILING u'
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<br /> ' p . .'Q � d. .d . 0 '� If `^ I � -*�
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<br /> . Q . Q
<br /> .q ., : � . � � SIMPSON LTP4 _ , TRUSS/JOIST BLOCKING w o
<br /> � ° SIMPSON LTP4 W/(12) 0.131 DIA. X 1 1/2 i �" �� � � ( ( �� � � � -� I ---
<br /> �. � � ° WHEN APPLIED DIRECT TO FRAMING -'� �� �/
<br /> FOUNDATION PER PLAN W/(12) 0.131' DIA. X 2 1/2 __��� BLOCKING CONNECTION TO C°
<br /> WHEN APPLIED OVER SHEATHING = �- ' ' ' ' ' ' ' ' ' " ' ' ' ' ' '� ' � ' �
<br /> � -- - � - - - - c TOP PLATE
<br /> _ ,_ --� I _ _ _ � - -� _ .- - � . . `�
<br /> SCALE: 3/4"-1 0" Q
<br /> �',I _ ' ... '.. . ' . .' �
<br /> TYP CA SHEARWA SCALE: NONE � �
<br /> FRAMING AT 3 5 - � bI • O �
<br /> �� ( . • • �• PANEL EDGES . . . . . .:. . . . .l:.�. � O
<br /> 4 NOT USED 5 ANCHOR BO�T TO CONCRETE 6 TYP CA� S MPSON �TP4 � � k � > �
<br /> � ❑ . . .
<br /> � � � � :�: : :� : : :I�I: � � �
<br /> 1• EXTERIOR BEARING
<br /> SUPPORT I. I.- - �. �. .I ..I .;.:. . .:. .:.�.f. ; .. � q
<br /> SHEARWALL BEYOND PER � � � ' �' � � � � .I . -. ` m �
<br /> A - - T � SHEAR WALL SCHED. TYP.--. I 1 , �y- ��„
<br /> � / � / � ROOF/FLOOR SHEATHING NOTES � l � __ - � �
<br /> � \ �{� II �II� 2�. --�tl \ DRAGNS RUT PER PLANP� ' • � � J� T � ~
<br /> / / \ �, BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. � � ��~ °- �
<br /> I � I I \ \ I ( � �I � I / / I PANEL EDGES (B.N.) JOIST PER PLAN - TYP. � NOTE: � i �
<br /> / 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD I i � MINIMUM SIZE OF SHEATHING , , _
<br /> \ / \ / SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS , � �`� SHALL BE 2'-0" X 4'-0" � -4 --• DEDICATE STUD BAY AT
<br /> / BLOCK ALL PLYWD. EDGES
<br /> /I I\ / ��- 3O' 3. INTERIOR FIELD NAII ING (F.N.) l2" O.C. AT BEARING SUPPORTS PLYWOOD FLOOR SHEATHING NOT SUPPORTED BY END OF SHEARWALL FOR
<br /> � --- RE; NOTES 06160 FRAMING MEMBER. � HOLDOWN.
<br /> � / \ / \ � � . . . . �1. :
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE
<br /> �--�- . . ;
<br /> � � BOTTOM PLATE CONNECTION� �
<br /> � \ / � / �� 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR � RE: 1, 2 & 10/S1.2 • �� :
<br /> TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. BLOCKING OR BEAM � .I . f.{� . �
<br /> \ / � / � I PER PLAN DIAPHRAGM EDGE NAILING . . . .. . ' ADD'L STUDS FOR HOLDOWN �
<br /> / � ./ �•. � -SHEARWALL BEYOND PER . � I �' _ . . . . . . ' ' PER SCHEDULE. .
<br /> � / � � / \ / g. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8 .� I.. . . . _ . . . _�. . . �j
<br /> � I �\ � I � � / ' SHEARWALL SCHED. 3/S9.0 l
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL I, � I,I * �.'-�. . .�.��1•�"' Q
<br /> �CONTINUOUS COIL STRAP � � � � .
<br /> g. NAILS SHALL NOT BE OVER DRIVEN �• p. � I ( I: . . . . . . . . .: : .. , CONT. 2x RIM �
<br /> DRAG STRUT PER PLAN � � '. . . .o: W/BLOCKING IF REQUIRED
<br /> I �
<br /> �CS20 �.J ) I - . . . . � �
<br /> 0148" DIA. X 2 1/4" AT 6" O.C. . . - . . . , . �" . , . . . - , . . .- . . .. . . ; �� �
<br /> WALL BELOW � WALL ABOVE . '--�
<br /> - -�-�- --- �- STAGGERED _ _ � � • BLOCKING OR CONT. RIM CONNECTfON
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE 10 � �
<br /> SCALE: NONE SCALE: 3/4" = 1'-0" SHEARWALL r � �I/ HOLDOWN Q, ^
<br /> •�=J =�- - ^��� RE: 10 11 14 & 15 S1.3 �
<br /> 7 F�OOF F�_OOF� SH EATH N G �AYOU T g =r = - - - - - - _ - '� �. _ � � -. -:`. .: � : � �- , , � � .
<br /> C�� � 0 DRAG STRUT DETA �S . .
<br /> II � � I . � � .� �PROVIDE PANEL AT NAILING �j
<br /> _ _ -__�-_._ � .� . . . . . . . . , � �. AT END OF WALL STUDS THAT �
<br /> �• FiRAMING AT • ... • ;�: ATTACH TO HOLDOWNS TYPICAL . � �
<br /> • I � • PANEL EDGES 3 5 . k i y Q
<br /> I � �.�. .� . -- A T A D J O I N I N G P A N E L E D G E S P R O V I D E � E--I
<br /> (1) 1 1/2" (2) 1 1/2" CONT. 3 ��2� t �� �_ .� _ . PANEL EDGE NAILING AND FRAMING PER � �
<br /> SOLID SIM. � (2) 2x FRAMING AT I.I �,I SHEARWALL SGHEDULE (STAGGER NAILS) OO � . �
<br /> CONT. RIM RIM PLUS BLOCKING RIM ADJOINING PANEL EDGES. I � �
<br /> BELOW BELOW BELO � � J�I � � �• � . BLO�CK AILL PILYWOOD EDGES NOT � �
<br /> .
<br /> - �- �-r �. -. - c- -� a- I _
<br /> I I � i----
<br /> �-�-� I 1J SUPPORTED BY FRAMING MEMBERS AND �
<br /> . . .��---- /
<br /> � �� i ' 1 _ ��--�"� NAIL W/PANEL EDGE NAILING (�5� �
<br /> P RIM TO BLOCKING v "" `-f-' / � �
<br /> � � � � n, .148�;pIA.x3" NAILS � � �, � � !_ � `- / ----�� GALVANIZED ANCHOR BOLT RE: 5/S1.2 � �{
<br /> � � � � � � 3 OC TYPICAL � � � FIELD �--- J I"�' W/ 3 X 3 X 1/4" GALVANIZED WASHER �-^ O
<br /> � U � ; � � NAILING v-1
<br /> � � � �_---`-�` . � . . . . . . . . . �w
<br /> `,�--`�J �.r
<br /> DIA./SPACING PER SHEARWALL SCHEDULE. 13 � � �
<br /> 1�--'.�- ���- � �
<br /> 1 `f� I'I . . .�� . . . � � • STAGGERI NAI ING PLATE � �
<br /> � � ,� . . . . �
<br /> 1 1/4" 3/4 � �'I .�'. RE: SHEARWALL SCHEDULE FOR SIZE 1 �
<br /> � --�--- �T r� I I � �. . . . c� �.1 �
<br /> __ . . . . . �
<br /> (1) ROW (2) ROWS (3) ROWS f�� � I. � I I � HOLDOWN ANCHOR PER PLAN �
<br /> CENTERED ON CENTERED ON CENTER ON � .� .������ � �.__-. RE: 1 & 10/S1.3 � � ^
<br /> �--�
<br /> RIM BELOW RIMS BELOW RIM BELOW r� � � . . : ��^: � 1 �
<br /> I _ ��{
<br /> � � CONCRETE FOUNDATION � � �
<br /> � P6TN, P6 P4 �C P3 P2 2P3 2P4 2P2 _ �1 - . - -I �. - . � - _ _ . . . �:I ;;: °� :
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<br /> � � ^ ° � ° � � � ^ ' PROVIDE MINIMUM OF TWO BOLTS PER
<br /> J ` � � � ` � � ^ � PLATE 'WITH ONE BOLT NOT LOCATED
<br /> / , : a 4 I.�. � � .^ R . a ' �
<br /> L MORE THAN 12 INCHES OR LESS THAN
<br /> , . _ L� ,,. a.
<br /> � „ ^ . a� Q . . : a . . � ^ . � � �. J ,
<br /> �'� � . �� ' " � � ' a� " � � � (7) BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE SCALE: NONE
<br /> 10 BOTTOM P�ATE NA � NG PATTERN � 2 TYP CA� S-�EARWA�� NOMENC�ATURE E�EVA-I- ON '
<br /> � )
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