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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATNING W/ NEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN T�PE EDGEL NAEI�NG BOTTOM PLATE RIM OR BLOCKING TQ TOP PLATE GONN. FOUNDATION FRAMING ANCHOR BOLT o
<br /> BdTTOM PLATE NAILING PER 3 ROWS (3) OR (4) ROWS SHEATHING NAILING O 0.148"x3.25" LTP4 DIRECT SILL PLATE AT ADJOINING SPACING � �
<br /> O NAILING �OWS SPACING TOENAIL A35 ONLY 1 Q � PANEL � 5 f 8" DIA• 13
<br /> SHEARWALL SCHEDULE RE: 11/S1.2 & 10jS1.2 RE: 11/S1.2 & 10/S1.2 � � TO FRAMING EDGES Q 7" EMBED 0
<br /> � RE: 11/S1.2 & 10/SL2 '
<br /> P6TN 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 /> ONE SIDE a�
<br /> PEN FLOOR SHEATHING RE: 1/S1.2 RE: 1/S1,2 7 16' SHT. 6" O.C. 12" O.C. (1) 4° O.C. N/A 24" O.C. 16" O.C. 2x 2x 48" O.C. z �
<br /> RE: NOTES SECTION 06160 FOR BALANCE FOR BALANCE P6 �
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE - a� �
<br /> RE; NOTES SECTION 06160 P4 7/16' SHT. q." O.C. 12" O.G (2) 6 O.C. N/A 16" O.C.
<br /> ' " 2x (2}2x OR 3x 18" O.C. � �
<br /> °� �� ONE SIDE 12" O.C. � �
<br /> 2x BLKG. W/.148 DIA.x3 C� 3 OC o
<br /> BI�OCK TO RIM �
<br /> NOT REQUIRED FOR P6) P3 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 /> 10' O.C. °�' �
<br /> A35 W/(12) 0.131" DIA. X 1 1/2" � A35 Wj(12) Q.131" DIA. X 1 1/2" A35 W/(12) 0.131" DIA. X 1 1/2" O N E S I D E � �� �
<br /> � � �
<br /> 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 CONT. 4x RIM R E: S H E A R W A�L S C H E D U L E F O R 7 1 6" S H T. ' » " � 3x (2)2x OR 3x 24" O.C. � � c� �
<br /> SPACING SPACING SPACING P 2 � 2' O.C. 1 2 O.C. (3) 6 O.G. N/A 1 0' O.C. 10" O.C. � � �
<br /> 2x CONT. RIM ONE SIDE
<br /> . PEN _ •- a� -
<br /> 3x (2)2x OR 3x 20" O.C. � �
<br /> � RIM/BLOCKING TO TOP PLATE
<br /> 2P4 7/16" SHT. 4" O.C. 12" O.C. (3) 5>, O.C. N/A 10" O.C. 10" O.C. W � �
<br /> R1M/BLOCKING TO TOP PLATE CQNN. PER SHEARWALL SCHEDULE BOTH SIDES
<br /> RIM/BLOCKING TO TOP PLATE - �
<br /> CONN. PER SNEARWALL SCHEDULE L1P4 W/(120 0.131" DIA. X 2 1/2" PEN 7 16" SHT. ' 4" O.G. N A �° 3x (2)2x QR 3x 16" O.C. � � �
<br /> CONN. PER SHEARWALL LTP4 W 120 0.131" DIA. X 2 1/2" 2P3 � 3' O.C. 12" O.C. (3) � 8 0•�• 8" O.C. � � �
<br /> SCHEDULE A35/LTP4 �� BOTH SIDES � �,
<br /> W/(12) 0.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAiLING x
<br /> PER SCHEDULE SHEATHING (2) SIDES 7 16' SHT. �
<br /> �
<br /> 2P2 � � 2» O.C. 12' O.C. (3) 3" O.C. N/A 6» O.G. „ 3x (2)2x OR 3x 12" O.C. U � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWAL� PER P�AN BOTH SIDES 6 O.C. � o � ,
<br /> SCALE: NONE SCALE: NONE SCALE: NONE
<br /> SHEARWALL SCHEDULE NOTES: �� � �
<br /> . TYP CA� EXTERIOR SHEARWA�� CQ�I�lECT10�1 TYPICA� EXTER OR SNEARWA�� CONNECTIOf� TYP CA� EXTERIOR SNEARWA�� CON�lECT10�1 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. � -
<br /> � � � 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED N1ALL STUD AND PLATE SPECIES AND GRADE. t ` �
<br /> . ❑ P� P4 8c P3 0 P2 � 2P4, 2P3, 2P2 � sf � � s
<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. � z �
<br /> 4. SHEATHWG PANELS MAY B£ INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PAN E L E D G E S B A C K E D/B L O C K E D W I T H 2" N O M I N A L O R W I D E R F R A M I N G. S E E N O T E 5. ;,;; ; U :� " ,;
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE �ESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCERT "P6". �`k• h `
<br /> : �e � � � �'�f 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, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR
<br /> �
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER ANQ NAILS SHALL BE STAGGERED.
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILfNG SHALL BE 8d COMMON (0.131" X 2 1/2"). --- ---
<br /> PER SHEARWALL SCHEDULE TYP.
<br /> 8. NAI�S 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 BLOCKfNG. �
<br /> �,
<br /> „ 10. ANCHOR BOLTS SHAI.� BE GALVANIZED 5/8" DIAMETER A-307 AND SNALL BE SECUREQ IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS 1S NOT ALLOWED. S �`��I� o
<br /> PROVfDE 3X3X1/4 PLATE 11. GAI.VANfZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PI.ATE WASHERS IN PLATES IS NOT ALLOWED, � ���
<br /> WASHER C� EA. ANCHOR TYP.
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTA�LED WITH 12-8d X 1 1/2" (0.131" X 2 1/2°) NAILS. RE: DETAILS 1, 2, 3 & 6/51.2. � � a
<br /> 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1 f2") NAILS. RE: DETAILS 1, 2 & 3S1.2. � � � � .�� a �
<br /> 14. ALL NAII.S INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAWLESS STEEL. �'` o � � o
<br /> 0 0 0 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATEQ. �� ���, ���
<br /> , o ° 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR �ESS NAILS SHALL BE WSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED, ?� �
<br /> o � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLQWED AT INTERIOR BEARING ANQ PARTY WALLS. ��
<br /> a a o
<br /> a ° � � ° 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 NAILWG.
<br /> 0 0� o ° o° � o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLfED OVER 1/2" OR 3/8" GYPSUM WALL BOARD RROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG)
<br /> „ A.BOLT PER SHEARWALL SCHEDULE ° 0 1 1
<br /> i� ° � SNEARWA�� SCHEDUI�E �
<br /> W � �
<br /> � H � �- o
<br /> a � PLYWOOD ROOF SHEATHING p � o �
<br /> N
<br /> Q Q. a � �
<br /> d � Q '° a 4 �k
<br /> � �� DIAPHRAGM EDGE NAII.ING � `�`-' �
<br /> a . : a . a. W -
<br /> . a o
<br /> a , ,.a GQ
<br /> " ' � SIMPSQN LTP4 TRUSS/JOIST BLQCKING � �
<br /> .a a : . -
<br /> A '.Q° �. � SIMPSON �TP4 W/(12) 0,131" DIA. X 1 1/2°
<br /> Q FOUNQATION RER PLAN W/(12) 0.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING . . . . . . BLOCKING CONNECTION TO �
<br /> WHEN APPLIED OVER SHEATHIN - - - - - - - - - _ - - - _ TOP PLATE o
<br /> � - - - - i--� --) �- - - � -- . . �
<br /> 0
<br /> SCALE: 3/4"=1'-0" TYP I C A� S N E A R WA�� SCALE: NONE I� �
<br /> z �;
<br /> I. � !. � PANENE GES 3 5 I•I . . . . . . . . k.�:.I. o a
<br /> 04 �10T �JSED 0 Af�CHOR BO�T TO CO�ICRETE 60 TYP CA� SE�IPSON �TP4 �: : . : . �
<br /> _ _ _ I I � � � � I I � . . . � �.I.I� �
<br /> 1, EXTERIOR BEARING I
<br /> (, I,I �. I�I �. . . .� ; .� ~ Q
<br /> SUPPORT SHEARWA�L BEYONQ PER � T � T' -�` �'-�- � � 'I . � � � �
<br /> .
<br /> - - - - - - SHEAR WAI.L SCHED. TYP. I I I � � I , �
<br /> �
<br /> . � / � / � ROOF/FLQOR SHEATHfNG NOTES CONTINUOUS COIL STRAP� �� I w �
<br /> � \ 1� I I �I l� 2 C \ DRAG STRUT PER P�AN I (� ' I 1 � �- �
<br /> � BOUNDARY NAILING AT ROOF FLOOR PERIMETER AT CONT. � -
<br /> � � / \ \ � /I I\ � I / / ( 1 PANEL EDGES (B.N.) ` JOIST PER PLAN - TYP. l � � I NOTE: z � w
<br /> 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD i I MINIMUM SIZE OF SHEATMING , „
<br /> SHALL BE 2'-0" X 4'-Q"
<br /> � � / � / SHEETS AT SUPPORTS AND AT INTERIQR SHEARWALLS BLOCK ALL PLYWD. EDGES 1 -4 r" DEDICATE STUD BAY AT
<br /> / � /If\ II /II\ � I
<br /> PLYWOOD FLOOR SHEATNING NOT SUPPORTED BY END OF SHEARWALL FOR
<br /> 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS RE: NOTES 06160 HOLDOWN.
<br /> � / � / \ FRAMING MEMBER.
<br /> , . . . .;
<br /> \ 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE O BOTTOM PLATE CONNECTION � . � , .� , ,�� �
<br /> � \ \ 5. L O N G D I M E N S I O N �F P L Y W O O D S H A L L R U N P E R P E N D I C U L A R B L O C K I N G O R B E A M RE: 1, 2 & 10/S1.2 . �.{ (• �
<br /> .
<br /> � � � TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN � ' ADD'L STUDS FOR HOLDOWN �
<br /> � � / \ / � DIAPHRAGM EDGE NAILING , f
<br /> 2. � I• �.�. . . . . . PER SCHEDULE.
<br /> / / \ � g. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" SHEARWALL BEYOND PER I . . . . . . . - .r. . . �
<br /> I / � � I I / � \ I SHEARWALL SCHED. 3/S9.0 I � � �
<br /> �' / MINIMUM PLYWOOD SHEET SIZE 2�-0'� X 4'-0" TYPICAL � I ' � ' �
<br /> ,� l,l
<br /> 7. '.�. . .�E'�� ' o
<br /> .
<br /> g. NAILS SHALL NOT BE OVER DRIVEN �CONTINUOUS COIL STRAP r( I I � ( I � � " CONT. 2x RIM �
<br /> DRAG STRUT PER PLAN ( � . : � � W/BLOCKING IF REQUIRED �
<br /> CS20 � ( � Ll� - � . . . . °, � �
<br /> � - - �
<br /> WALL BELOW 0.148" DIA. X 2 1/4" AT s" o.c. WALL ABOVE �
<br /> STAGGERED
<br /> BLOCKING OR CONT. RIM CONNECTION � �
<br /> (14) 0.148" DIA. X 2 1 f 4" AT TO TOP PLATE 1 p �
<br /> „ , „ SF€EARWAL� �,
<br /> � SCALE: NONE SCALE: 3/4 = 1 -0
<br /> . . . . . . . . . . . . . . ._ : . .. . RELDOWN1, 14 & 15/S1.3 n
<br /> - - T -- - - �, _._- - =-- . .- !'�1 �
<br /> 7 ROOF F�OOR SNEATH �1� �AYOUT 9 DRAG STRUT DETAI�S � -
<br /> PROVIDE PANEL AT NAILING �i
<br /> � -I iT^ � �I' :
<br /> � ( � � . . . . .�.�.".'� • � AT END OF WALL STUDS THAT �
<br /> I ( � FRAMING AT 3 5 I�I. . .,. . . . ...: • ; + ATTACH TO HOLDOWNS TYPICAL . � �
<br /> . � . (• PANEL EDGES � � . : � O
<br /> + AT ADJOINING PANEL EDGES PROVIDE �
<br /> , » 3 1 2" I I � � I I I ( � ( � : � PANEL EDGE NAILING AND FRAMING PER � �
<br /> (1) 1 1 f2' (2} 1 1/2 GONT. � SIM. C� (2} 2x FRAMING AT I•� (. �• SHEARWALL SCHEDULE (STAGGER NAILS} Q5 �� . �
<br /> CONT. RIM RIM PLUS BLOCKING SRIM ADJOINING PANEL EDGES. .
<br /> BELOW BELOW � -�- -� -• -• � -r- -� �� �. .� � ��• � . BLOCK ALL PLYWOOD EDGES NOT �
<br /> BE�OW I I _ .- . �. � -.. �. ( � �
<br /> ' � SUPPORTED BY FRAMING MEMBERS AND
<br /> � � �'� ( � I I NAIL W/PANEL EDGE NAILING 3 5 � O -
<br /> RIM Td BLOCKING (, � � � � '
<br /> ; » �., � �-- ' GALVANIZED ANCHOR BOLT RE: 5/S1.2 �„� e--1 �,'
<br /> � � � � �, .148 DIA.x3" NAILS � � �,
<br /> � � N � � � � � � ( I FIELD � _ ; ' W/ 3 X 3 X 1/4" GALVANIZED WASHER � 4
<br /> � � -- C� 3'OC TYPICAL � .- �
<br /> � _ � = w = NAILING � � DIA./SPACING PER SHEARWALL SCHEDUL�. 13 � �
<br /> °_ vc.�i °_ vvi � � O .. . . . . . . . . �� �i
<br /> I.�. ... .:. . . � FOUNDATION SILL PLATE �� 1 �
<br /> �� 3 4" � I ( . . .��'� .I' REA S EARWALNGSCHEDULE FOR SIZE 10 � � �
<br /> 1 1/4 � �J I . . . . . . . . . �. . � r�,
<br /> (1) ROW (2) ROWS (3) ROWS I I I .�. _� _ _ HOLDOWN ANCHOR PER PLAN � ''" •
<br /> CENTERED ON CENTERED ON CENTER ON • (' �� ( I � ; .� -�� � RE; 1 & 10/S1.3 � H �
<br /> ftIM BELOW RIMS BELOW RIM BELOW
<br /> I � F I I r� I'I �: �: � ��= ` a� ►� �
<br /> , - . � CONCRETE FQUNDATION � � �
<br /> 4 P _ �I - :- - i L- - � - - - 'l -,�-r: : ' � ; � � w
<br /> P6Tf�, P6 P4 �c P3 P2, 2P3, 2P , 2 2 . . . . . . • � • • �
<br /> . • • • ^
<br /> � � 4' � a.. ^ .'.�. n` Q
<br /> ^ � a . „ ° a � . Q !� ^ ' PROVIDE MINIMUM OF TWO BOLTS PER
<br /> V � . a � � a ^ . " ,
<br /> � �Q� a a � �, � , � Q � ° ,� , PLATE WITH ONE BOLT NOT LOCATED
<br /> ,rv
<br /> � _ �. a ^ � .
<br /> ,
<br /> � � . � . �
<br /> � ° " a . � a '
<br /> MORE THAN 12 fNCHES OR LESS
<br /> � � " � ^ ' � __ � _-_-_i (7} BOLT QIAMETERS FROM THE END. 13
<br /> � � � �
<br /> � ^ a oa
<br /> SCALE: NONE
<br /> SCALE: NONE
<br /> 12 TYPICA� SNEARWA�� NON1E�lC�AT�RE (E�EVATION) �
<br /> 10 BOTTOM P�ATE �lAl� f�� PATTER�1 � �
<br />
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