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<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN� WALL PANEL FIELD BOTTOM PLATE RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION
<br /> BOTTOM PLATE NAILING PER (3) ROWS TYPE EDGE NAILING NAILING � FRAMING ANCHQR BOLT �
<br /> SHEARWALL SCHEDULE (3) QR (4) ROWS SHEATHING 0.148"x3.25" LTP4 DIRECT SILL PLATE AT ADJOINING SPACING o
<br /> RE; 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/SL2 RE: 11/S1.2 & 10/S1.2 NAILING ROWS SPACING TOENAIL A35 ONLY 10 PANEL 5/8" DIA. �
<br /> OO OO TO FRAMING � EDGES O 7 EMBED 13 0�
<br /> PEN--� FLOOR SHEATHING P6TN 7/16" SNT. 6" O.C. 12" O.C. (1) 4" O.C. 4" O.C. N/A N/A 2x 2x 48" O.C. `�'
<br /> RE: NOTES SECTION 06160 RE: 1/SL2 RE: 1/S1.2 ONE SIDE c
<br /> FLOOft DIAPNRAGM EDGE NAILING FOR BALANCE FOR BALANCE P6 7/16" SHT. 6" Q.C. 12" p.C. (1) 4" O.C. N/A 24" O.C. 16" O.C. zx 2X 48" O.C. U �
<br /> RE: NOTES SECTION 06160 0� SECTION OF SECTION ' ONE SIDE T,
<br /> Z �
<br /> 2x BLKG. W/.148"DIA.x3 C� 3"OC P4 7/16" SHT. 4° O.C. 12" Q.C. (2) 6" O.C. N/A 2x (2)2x OR 3x
<br /> 16" O.C. 18" O.C. � �
<br /> BLOCK TO RIM ONE SfDE 12" O.C.
<br /> �NOT REQUIRED FOR P6) o �
<br /> P3 ��16" SNT. 3" O.C. 12" O.C. (2) 4" O.C. N/A 12" O.C. , 2x (2)2x OR 3x 12" �.�. ' � o
<br /> A35 W/(12) 0.131" DIA. X 1 1/2" A35 W/(12) 0.131" DIA. X 1 1/2" � � � ONE SIDE 1 0 O.C.
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RlM A 3 5 W/(1 2) Q.1 3 1' D I A. X 1 1/2" � �
<br /> R E: S H E ARWALL SCHEDULE FOR C O N T. 4x RIM RF; SHEARWALL SCHEDULE FOR U7 .,� co
<br /> 2x CONT. RIM SPACWG SPACING 7 16" SHT. �� � �
<br /> P2 � 2 O.C. � � 6' O.C. N/A 10" O.C. „ 3x (2)2x OR 3x 24" O.C. � � �
<br /> PEN SPACING 12' O.C. 3
<br /> ONE SIDE 10 O.C. � o
<br /> 7 16" SHT. � �-' �
<br /> RIM/BI OCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE 2P4 � 4" O.C. 12" p,�. t3� 5" O.C. N/A 10" O.C. 10° O.C. 3x (2)2x OR 3x 20" O.C. 6� �
<br /> RIM/BLOCKING TO TOP PLATE ` CONN. PER SHEARWALL SCHEDULE BOTH SIDES � �
<br /> CONN. PER SHEAR'NALL CONN. PER SHEARWALL SCHEDULE LTP4 W/(120 0.131" DIA. X 2 1/2" PEN W � �
<br /> SCNEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2" 7/16" SHT. �3� ' / 8" O.C. � ) ' � �
<br /> SNEARWALL PANEL EDGE NAILING 2P3 3" Q.C. 12" O.C. 4' O.C. N A 3x 2 2x OR 3x 16' O.C.
<br /> W/(12) 0.131" DIA. X 2 1/2" PER SC H E D U L E B O T H S I D E S 8" O.C. � o c�
<br /> SHEATHING (2) SIDES � � �
<br /> SHEARWALL PER PLAN � � � -
<br /> SNEARWALL PER PLAN �P2 7/16" SHT. 2" O.C. 12" O.C. (3) 3" O.C. N�q 6" O,G. ,� 3x (2)2x OR 3x 12" O.C. �' � � `
<br /> SHEARWALL PER PLAN 6 O.C. U :� �
<br /> SCALE: NONE SCALE: NONE BOTH SIDES
<br /> SCALE: NONE � �t
<br /> � � o
<br /> CA� EXTERIOR SHEARWAL� CONI�E�TION TYPICA� EXTERIOR SHEARWAI � CON sHEaRwa�� scHE�u�E No-rEs: .
<br /> � P �lECT10�1 TYPICA� EXTERIOR SHEARWA�� CO�1f�ECT10�1 1. STUDS SHALL NOT BF SPAC D �� � � �
<br /> 6, P 4 � P 3 � E MORE THAN 16 O.C..
<br /> 3 2 »
<br /> . RE:
<br /> S
<br /> P ,.o E�
<br /> 2 S T�o
<br /> N 06 0 "
<br /> � 1 0 ROUGH FRAMING FOR REQUIRED WALL STUD AND PLATE SPECIES
<br /> AND GRADE
<br /> 2P4, 2P3, 2P2 . � � � J
<br /> 3. RE: S1.Q SECTION 06160 "WOOD SHEATHING° FOR REQUIRED SHEAR WALL SNEATNING, THIGKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO F A �> � �::..<f�;:::,;::;:::<.:.<:;;.;:.;;'
<br /> 4. SH AT R MING. `
<br /> E H IN P N >.:..<>f:;:.- .;:>�.::�;x.:>:::<.,
<br /> G A ELS MAY BE INSTALLED EITHER H z:�;:,:.:.:<:.;: :.;,,s:.:�.�,;:,
<br /> ORIZONTALLY OR VERTICA ;;.;;'�-<��;�<;<'r=;=w;=<.�:-:; ,...,.
<br /> LLY WITH AL.L PANEL EDGES BACKED BLOCKEp WITH 2" NOMINAL pR WID ��,:>>�::<:>> `
<br /> � �R FRAMING. S�E NOTE 5. , �
<br /> 5. FRAMING MEMBFRS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS TNAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". �� � `
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITNER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFER ,.:>:.:�.,,::�...:..:.:.::::.....:::::..:.=.f:>;�<�<.,..:��`:.�>::�::::..::::<.;:
<br /> FOUNDATION SILL PLATE AND STUDS ENT FRAMING MEMBERS OR ,,..,�,:;;,;;;„::<::.,,;;�,:�;:.:,.;:;;:;,:.,::<.;,;;:,;,���.;,u;,;,,.:;.;:;�.;.<,.:;..<.,;,.;�::s
<br /> FRAMING SNALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. :F � 1� °�fi
<br /> PER SHEARWALL SCHEDULE TYP. ; Y` n s
<br /> 7. NAILS �OR 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 SHALL BE 12d COMMON (0.148" X 3.25'). � •
<br /> -� 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. `�
<br /> PROVIDE 3X3X1/4" PLATE � -----_ \
<br /> 10. ANCHOR BOLTS SHALI 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.
<br /> WASHER C� EA. ANCHOR TYP. � 1L GALVANIZED 3" X 3° X 1/4" PLATE WASHERS ARE REQUIRED AT EACN ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. � ����r� o '
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.139" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. �, � ��f�� �
<br /> 13. A35 FRAMING ANGLES SNALL BE INSTALLED WITH 12-Sd X 1 1 f2" (0.131" X 1 1/2") NAILS, RE: DETAILS 1, 2 & 351.2. � �; . � a
<br /> 14. ALL NAILS INTO PRESSURE TREATED 'NOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. � ' ' ' -�b '� �
<br /> 15. ALL WOOD IN CONTACT WITH C4NCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. �` o 0
<br /> o ° � � ° �
<br /> 16. WHERE BOTTOM PLATE NAII.ING SPECIFIES A SPACING OF 4 WCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. ������� , �1¢ �
<br /> 0 0 ° � ° o° 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS.
<br /> � � � ° � � 18. 2-2x'S IN LlEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS AR� ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. �'�
<br /> � A.80LT PER SHEARWALL SCHEDULE o ° ° ° � ° � �o o ° � . WHERE BUI�DING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 1Od NAILS (0.148" DIA X 3" LONG)
<br /> � ° 11
<br /> SHEARWA�� SCHEDU�E
<br /> o .
<br /> Q .
<br /> . � �
<br /> . a W �
<br /> � � PLYWOOD ROOF SNEATHING ��.' N � �
<br /> d . � d .O .: . � ' � .
<br /> o . °' a . d ' � � N
<br /> �n.
<br /> . ,� Q � �
<br /> 9 � 4 � DIAPHRAGM EDGE NAILING
<br /> . . Q. o ,
<br /> Q . .A . . . Q . .. �
<br /> .� . � � �� SIMPSON LTP4
<br /> :� �
<br /> � Q SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1/2" TRUSS/JOIST BLOCKING '� �
<br /> FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1/2" WNEN APPLIED DIRECT TO FRAMING /� - '�' �
<br /> �
<br /> WHEN APPLIED OVER SHEATHING • • • . . . . . . . . , „ , � � , � , BLOCKING CONNECTION TO co
<br /> � I- - - - � - ^ � � TOP PLATE �
<br /> SCALE: 3/4��-,�-o�� TYPICAL SHEARWA�L � �- - r. - � � - �i��:�.-�:�:�:�:�: � �:-� � �
<br /> SCALE: NONE
<br /> � I�O T U S E D 5 � FRAMING AT . . � � � � . , . z �
<br /> ❑ A�I C H O R B O L T T Q C O�I C R E T E �.� �.� r. 3 5 I�I� .�.� �.� �.� �. . . � o r . .
<br /> PANEL EDGES . . . . . . . . . k �•.I. � ,
<br /> � TYPICA� SIMPSON �TP4 � � �•� -• o
<br /> EXTERIOR BEARING I ��
<br /> 1. SUPPORT I I 1 ( I I I � I.I� .�����. .�.�.�.� � :. � � �
<br /> r .... ..... ....�.�. �. � .
<br /> � �.� , � �.� _ �., �� ,. ,:,::.:.:...�.�. .. . .. : Q � .
<br /> - - SHEARWALL BEYOND PER -,- � -. � � � I f � Q
<br /> �' � -,. -,. . .�.�f� '. . �
<br /> � SHEAR WALL SCHED. TYP. I I I- - ' � I � �:����. .� m V
<br /> I \ I ' � I I \ \I� / � � ROOF/FLOOR SHEATHING NOTES I 1 I I �
<br /> {� �
<br /> �I CONTINUOUS COIL STRAP� � � � �
<br /> DRAG STRUT PER PLAN �1 � I. II � �
<br /> I / /I I \ \ I I /I I\ I I / �• BOUNDARY NAI(!NG)AT ROOF/FLOOR PERIMETER, AT CONT. I � � � M
<br /> � � I � ( �-- W �
<br /> PANEL EDGES B N � I I _1rll� �
<br /> / JOIST PER PLAN - TYP.
<br /> / � / 2, €DGE NAILING (P.E.N.) AT ALL EDG�S OF ALL PLYWOOD �
<br /> �i i NOTE: o z
<br /> � / I( / \ \ / / SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS I MINIMUM SIZE OF SHEATHING z � .� . F
<br /> t �.����
<br /> SHALL BE 2'-0" X 4'-Q" 1'-4"
<br /> / \ I I /I I\ U I 3. INTERIOR FIELD NAILING (F.N.) 12" O.G. AT BEARING SUPPORTS PLYWOOD FLOOR SHEATHWG BLOCK ALL PLYWD. EDGES '` DEDICATE STUD BAY AT
<br /> \ �
<br /> / RE: NOTES 06160 NOT SUPPORTED BY END OF SHEARWA�L FOR
<br /> \ \ / \ 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE FRAMING MEMBER. HOLDOWN.
<br /> I � � I� / I I \ I I / O BOTTOM PLATE CONNECTION ���'!� �' �
<br /> / I I \ \ I 5 TON RU SE SYSTEM FRAM NG & FLOOR F RAMINGPENDICULAR BLOCKING OR BEAM RE: 1, 2 & 10/S12 � � � � � � • . �
<br /> � �� � ' �'� : :�: : :�:�:�: : . ,. , �
<br /> I ( �II� � PER PLAN �.{. ..
<br /> I / \ / � I I / / 6. MIN, EDGE DISTANCE FOR NAILS SHALL BE 3/8" SHEARWALL BEYOND PER f
<br /> � I DIAPHRAGM EDGE NAILING I I I: � : � : � . . . ADD L STUDS FOR HOLDOWN Q�
<br /> PER SCHEDULE.
<br /> � � � SHEARWALL SCHED. 3/59.0 � �I�. . . . . .�. .�.r� .�.� �
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2'-0' X 4-0' TYPICAL I' r I � I�.:, : : : : : � �, . ; -
<br /> � . �. � �.� . � . . . . . . . .E.�.�: �..{
<br /> g, N A I L S S H A L L N O T B E O V E R D R I V E N �CONTINUOUS COIL STRAP � I•. . • •
<br /> DRAG STRUT PER PLAN �. �I I•I CONT. 2x RIM � �
<br /> W/BLOCKING IF REQUIRED Q� j �
<br /> .� .I. . . . . . . . . . ;o; .
<br /> � �CS20 � I � I � .. . . . ' ,
<br /> �
<br /> WALL BELOW �•148" DIA. X 2 1/4" AT 6" O.C. - - . .�.�.-;- .�.
<br /> � �
<br /> STAGGERED WALL ABOVE �� �
<br /> SCALE: NONE (14) 0.148" DIA. X 2 1/4" AT I BLOCKING OR CONT. RIM CONNECTION • r""'� '
<br /> SCAL.E: 3/4" = 1'-0" SHEARWALL TO TOP PLATE �p � Q�
<br /> 0 ROOF FLOOR SHEATHII�G �AYOUT . . HOLDt�WN �
<br /> / �
<br /> 0 DRAG STRUT DE - - - - �. - - � � - - = , RE: 10, 11, 14 & 15/S1.3 �
<br /> TAI�S --� � �-�- � - - .--- . .-- � �
<br /> � I ��I� � � � � �� PROVIDE PANEL AT NAILING � -
<br /> � . . . . . �� ' � AT END OF W
<br /> I,) I J I,I I.I �' I FRAMING AT � . . _ , . i � ATTACH TO HOLDOWNS TYPICAL .
<br /> � PANEL EDGES 3 I�I�. .� . . _ . • ; � �
<br /> �1) � ��2�� (2) 1 1/2" CONT. 3 ��2�� • � �
<br /> CONT. RIM RiM PLUS BLOCKING SOLID SIM. @ (2) 2x FRAMING AT � - y
<br /> I I I � I I I I I'I:.:.:. .:.:.:.:. . . � ' AT ADJOINING PANEI. EDGES PROVIDE � � .F
<br /> �r PANEL EDGE NAILING AND FRAMING PER
<br /> BELOW BELOW R�M ADJOINING PANEL EDGES. I.I I•I �� : � � � � SHEARWALL SCHEDULE (STAGGER NAILS) �5 � �
<br /> � E, ,. BELOW I � ._ - - �• I•) . . . . . . . . . .:.�• . � �
<br /> � T � � � � . . . BLOCK ALL PLYWOOD EDGES NOT � -
<br /> ' ___•-' � -,. �
<br /> � �� - II � � �
<br /> � I � I I ' ' SUPPORTED BY FRAMING MEMBERS AND � �
<br /> � RIM TO BLOCKING
<br /> � o � � �, .1Q8"DIA.x3" NAILS � � �,. N I I I NAIL W/PANEL EDGE NAILING 3 5
<br /> � _ � � � � 3"OC TYPICAL �' � � I•I I 1 �---- � � O
<br /> � v w = ' w =
<br /> � � "' °- � I I �f� FIELD . . . .:. .:. . j ��.; GALVANIZED ANCHOR BOLT RE: 5/S1.2 U � �
<br /> NAILING _ � � W/ 3 X 3 X 1/4" GALVANIZED WASHER T^ � �
<br /> � � � :.:.:.:.:.:... DIA./SPACING PER SHEARWA�I. SCHEDULE. 13 V 1 � �
<br /> O . . ..
<br /> � ��¢ 3 4�� FOUNDATION SILL PLATE �
<br /> / 'I:�.�.�.�.�.� � �-.� � �
<br /> � � � � � STAGGER NAILING �� �
<br /> (1) ROW (2) ROWS (3) ROWS � CJ I I ����.I� RE. SHEARWALL SCNEDULE FOR SIZE 1 � w � _
<br /> CENTERED ON CENTERED ON I•a . . . . .�.�. . � � �
<br /> CENTER ON .`'r� I. I I �,I I I I'I.. .. ._ .'. . �..� HOLDOWN ANCHOR PER PLAN � �
<br /> RIM BELOW RiMS BELOW RIM BELOW ^
<br /> I I r.l I I I•I I•I . . . ... . `�-I.: R E: 1 & 1 0/S 1.3 � ►F'-'`'�� � ,
<br /> P6T�J, P6 P4 �C P3 P2, 2P3, 2P4, 2P2 r� I�I� � . _ _� � � �
<br /> _ �I - � _ I I _ I - - - � � � � CONCRETE FOUNDATION � � �
<br /> .!_ . '
<br /> . . �� . . T� �
<br /> � n d ^� d ' �a'. . ' p . ' • � . � � .� ^.. �� a.-,-,-- ' . . V 1 W w �
<br /> J a � I�,. � ` � � � � � � � � '� � " � � PROVIDE MINIMUM OF TWO BOLTS PER
<br /> , � �. �
<br /> � ^ . � � �Q � a � ° a : L�. � a . . ^ . �, � ^ lL, �a. �� °� . � � � PLATE WITH ONE BOLT NOT LOCATED �
<br /> � � ^ MORE THAN 12 INCNES OR LESS THAN
<br /> SCAL�. NONE � � ' ' ^ � � ^ � � a �° � ' a aa �� � � � � ^ � ��� � � (7) BOLT DIAMETERS FROM THE END. 13 �
<br /> SCALE. NONE
<br /> 10 BQTTOM P�ATE NAILING PATT � ;
<br /> ERN 12
<br /> ❑ TYPI CA� S •
<br /> HEARWA� NOMEI�C�ATURE (E�EVATI0�1) .
<br />
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