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SNEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STfJDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WALL PANEL FIELD BOTTOM PLATE � RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCNOR BOLT o�
<br /> BOTTOM PLATE NAILING PER TYPE SHEATHING EDGE NAILING NAILING SILL P�.ATE AT ADJOINING SPACING Q
<br /> SHEARWALL SCHEDULE (3) ROWS (3) OR (4) ROWS NAILING 0.148"x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5 f 8" DIA. � .
<br /> RE: 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/S1.2 O O RQWS SPACING TOENAIL TO FRAMfNG � EDGES � 7" EMBED 13 6'
<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 ONE SIDE . �
<br /> RE: 1/S1.2 RE: 1/S1.2 () T,
<br /> RE: NOTES SECTION 06160 FOR BALANCE FOR BALANCE P6 7f16" SHT. 6" O.C. 12" O.C. (1) 4" Q.C. N/A 24" O.C. 16" a.c. 2X 2x 48" O.C. z �
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE
<br /> f » } ' 2x (2)2x OR 3x 18" O.C. � � .
<br /> RE: NOTES SECTION 06160 � P4 7 16 SHT. 4" O.C. 12" O,C. (2) 6 O.C. N/A 16" O.C. 12 O.C.
<br /> '�-- 2x BI KG. W/.148"DIA.x3 C� 3"OC ONE SIDE c�t �
<br /> BLOCK TO RIM
<br /> 0
<br /> 7/16" SHT. » � 4" O.C. N A 2x (2)2x OR 3x 12" O.C. 1 � o
<br /> P3 3 O.C. 12' O.C. (2) � 12" O.C. � �
<br /> NOT REQUIRED FOR P6) 10" O.C.
<br /> " " » „ '-�� �� �� ONE SIDE U� :a--' co
<br /> A35 Wf(12} 0.131 DIA. X 1 1f2 A35 W/(12) 0.131 DIA. X 1 1�2 � A35 W�(12) 0.131 DIA. X 1 1/2 � � � .
<br /> � RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM CONT. 4x RIM / 2' O.C. 6' �.C. N A � )
<br /> RE: SHEARWALL SCHEDULE FOft RE: SHEARWA�L SCHEDULE FOR 7 16" SHT. ' ' �� 3x 2 2x OR 3x 24" O.C. � � co
<br /> SPACING P2 12" O.C. (3) � 10 O.C. � o
<br /> 2x CONT. RIM PEN SPACING SPACING ONE SIDE 1Q° O.C. � � �
<br /> - �
<br /> 7 16 SHT. 5 O.C. N/A 10" O.C. 3X (2)2x OR 3x 20° O.C. �' �
<br /> � 0 2P4 � 4" O.C. 12" O.C. (3} »
<br />_ RIM/SLOCKING TO TOP PLATE 10" O.C.
<br /> RIM B BOTH SIDES �� � '�
<br /> RIM/BLOCKING TO TOP PLATE f LOCKWG TO TOP PLATE GONN. PER SHEARWALL SCNEDULE � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCNEDUI.E LTP4 W/(120 0.131" QIA. X 2 1 j2" PEN 7 16" SHT. ' � 4" O.C. N jA 3x (2)2x OR 3x 16" Q.C. - o �
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2" 2P3 � �� �•�� 12' Q.C. (3) 8 a•�• 8" O.C. � � �
<br /> W/(12} 0.131" QIA. X 2 1/2" SNEARWALL PANEL EDGE NAILING SHEATHING 2} $IDES BOTH SIDES � � � �
<br /> PER SCHEDULE � 7/16" SHT. 3 O.C. N/A 6" O.C. 3x (2}2x OR 3x 12j' O.C. U � �
<br /> 2P2 2�� O.C. 12" O.C. �3� ��
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SNEARWALL PER P�AN BOTH SIDES 6" O.C. � �
<br /> SCALE: NONE SCALE: NONE SGAL.E: NQNE � � �
<br /> TYPICA� EXTERIOR SHEARWA�� CON�IECT 0�1 TYPICA� EXTER��R SHEARWAL� CO�INECT10�1 TYP CA� EXTER OR SNEARWA�� CO�1f�ECT101� sH�aRwa�� sc►-jEou�� �o-�-�s:
<br /> 1 1. STUDS SHAL� NOT BE SPACED MORE THAN 16" O.C.. , �, �r� � :
<br /> � � 2 P 4 2 P 3 2 P 2 2• RE: SLO SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. ' x � � � �
<br /> �6} P� CX, P� P 2 ' 9 3. RE: S1.0 SEGTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SNALL BE APPLIED DIRECTLY TO FRAM{NG. � � r=.` �
<br /> ;:>>::::>::,:;�:;:;::>:.:,::>::::>::>::.�,:�:,:;<:;:>:::;
<br /> . 4. SHEATHING PANELS MAY BE INSTALLED �ITHER HORIZONTALLY OR VERTfCALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL Oft WIDER FRAMING. SEE NOTE 5. ' , U s
<br /> 5. FRAMING MEMBERS RECEIVWG 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 /> 6. WNERE PANELS ARE APPLIED ON 80TH 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 > � z n' '
<br /> z .:
<br /> ,>::;
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. _.; .,,,� ;..,: F. <: � ;::
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOOD AND QSB 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 FRAMlNG SHALL BE 12d COMMON (0.148° X 3.25"). E �
<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 10. ANCHOR BOLTS SHALL BE GALVANIZFD 5/8" DIAMETER A-307 AND SHALL BE SECURED W PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BQLTS IS NOT ALLOWED. � �`��T� Q
<br /> WASHER C� EA. ANCHOR TYP. 1l. GALVANIZED 3 X 3 X 1/4 PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. �. ���W
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHA�L BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1,2. � �
<br /> 13. A35 FRAMING ANGLES SNALL BE INSTALLED 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 HQT-DIPPED GALVANIZED CONFORMING T� ASTM 153 OR STAINLESS ST�EL �' o � o .
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED, c� � r�
<br /> � o ° o ° �9 16. WHERE BOTTOM PLATE NAiLING SRECIFIES 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 ANCNORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �f,�
<br /> 0 0 0° o� p ° a . .
<br /> � ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACNED PER 10/S1.2 SIM, AND BOTTOM PLATE NAILING.
<br /> 0 0° o ° �� � o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHWG MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BQARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG)
<br /> -��' A.BOLT PER SHEARWALL SCHEDULE ° � �
<br /> ° SHEARWAI�� SCHEDU�E
<br /> � ° ° �-
<br /> o �
<br /> � a H � � o
<br /> , -PLYWOOD ROOF SHEATHING Q cv C°
<br /> . Q o o Q \ � �
<br /> Q :Q � � . . �p o �v .-
<br /> ° . ° ° Q a DIAPHRAGM EDGE NAILING �`-'
<br /> a . � � a � . �a . a� d o � �
<br /> a � �
<br /> ' . a .� . � � � SIMPSON LTP4 TRUSS/JOIST BLOCKING c� �
<br /> A a° . °. SIMPSON LTP4 W/(12) 0.131" QIA. X 1 1/2" - �
<br /> � FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1 2" WHEN APPLIED DIRECT TO FRAMING
<br /> � , , . , . . . . . . , � ., ; � , . . . . . BLOCKING CONNECTION TO `�
<br /> WHEN ARPLIED OVER SHEATHING - - - - - - - -- ' � TOP PLATE �
<br /> , . -ll- - - l� � � -� - � 1.- o
<br /> SCALE: 3/4�-,�-o�� TYP CA� SHEARWA�� ...: : :.:. . . . . \
<br /> SCALE: NONE ,) �•) � � �
<br /> FRAMING AT 3 5 ��I .�. � �
<br /> 4 �JOT USED 5 A�1CHOR BO�T TO CO�JCRETE 6 TYPICA� SIN1PS01� �TP4 � • I•I PANEL EDGES .� .. �.�: ' � °
<br /> ❑ � �
<br /> � a II 1� � � � � � E �;I� � �
<br /> 1. �XTERIOR BEARWG (� d +�-
<br /> SUPPORT ' ' 4 --�- -.-�I-. -. ��I -.- -.- � ��) E'� � ��� � . ` . � Q
<br /> SNEARWALL BEYOND PER �
<br /> .
<br /> - - - - _�_._ � ._.�. � * . . . . . . . m v
<br /> \ _ _ _ \ SNEAR WALL SCHED. TYP. ( I � � • I I � �
<br /> / \ / ROOF/FLOOR SHEATHING NQTES �' � �
<br /> I \ �I� I � I� 2�. --�C \ DRAG N TRUT POR PLANP� t � I• � � ( (
<br /> � �
<br /> w
<br /> / � / \ f �, BOUNDARY NAILING AT RQOF/FLOOR PERIMETER, AT CONT. � °- r�
<br /> I � I \ ''� � I I / I PANEL EDGES (B.N.) JOIST PER PLAN - TYP. � I NOTE: Z � �
<br /> 2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOQ MINIMUM SIZE OF SHEATHING 1'-4"
<br /> � SNEETS AT SUPPORTS AND AT INTERIQR SHEARWALLS SHALL BE 2'-0" X 4'-0"
<br /> / � /. � � � / � � BLOCK ALL PLYWD. EDGES � '"' DEDICATE STUD BAY AT
<br /> \ � �� /I�O f 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS _ PLYWOOd FLOOR SHEATHING NOT SUPPORTEQ BY END OF SHEARWALL FOR
<br /> RE: NOTES 06160 FRAMING MEMBER. HOLDOWN.
<br /> � / \ / ( \
<br /> 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE �.�. . �.�. . .
<br /> � � BOTTOM PLAT� CONNECTION � . � � �
<br /> . . . .
<br /> I \ \ I / � ( / I ( \ 5. LONG DIMENSION OF PLYWOOD SHAL� RUN PERPENDICULAR PERCP AN OR BEAM RE: 1, 2 & 10/S1.2 • : �:� I. �
<br /> � . .
<br /> f / � / � TO TRUSS SYSTEM FRAMING & FLOQR FRAMfNG. ' AQD'L STUDS FOR HOLDOWN
<br /> --� 2O. DIAPHRAGM EDGE NAILING �•� � . �• ,^ PER SCHEDULE. �
<br /> �� � � � I / 6, MIN. EDGE DISTANCE FOR NAILS SHA�� BE 3 j8" SNEARWALL BEYOND PER , . . . _ _ . �
<br /> / ( � / � � � 1 I SHEARWALL SCHED. 3/S9.0 . _ . . . . �
<br /> \ � 7, MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-Q" TYPICAL }, � I,I �.'. . . .�. .���.��
<br /> , � �
<br /> g. NAI�S SHALL NQT SE OVER DRIVEN �CONTWUOUS COIL STRAP � h•) I+I � � .:.:.:.:.:.:.. CONT. 2x RIM '�'�
<br /> DRAG STRUT PER PLAN I . � . . . . . . � W/BLOCKING IF REQUIRED �
<br /> � �. . �a, �
<br /> �CS20 � - LL_ - L1� � �
<br /> WALL BELQW 0.148" DIA. X 2 1/4" AT 6" o.c. WALL ABOVE .� �
<br /> STAGGERED BLOCKING OR CONT. RIM CONNECTI4N � �
<br /> (14) 0.148" DIA. X 2 1/4" AT TQ TOP PLATE 10
<br /> SCALE: NONE SHEARWALL '+""� -�-{
<br /> SCALE: 3/4" = 1'-0" , ' . HOLDOWN Q..�
<br /> 7 RO�F F�OOR SNEATHI�G �AYOUT g - _ _ � � _ _ - _ - _ _ _ _ - _ - - _ RE; 10, ,,, 1� & 15/51.3 Q o �
<br />, 0 � 0 DRAG STRUT DETAI�.S .
<br />„ � � �.I. . . . . . . PROVIDE PANEL AT NAILING �
<br /> � I � � �. �� � � .� ��� • � AT END OF WALL STUDS THAT �
<br />�� �
<br />:.,. I• I I•' '• FRAMING AT I-I. . .,. . .:. . . � ' � ATTACH TO HOLDOWNS TYPICAL .
<br />� I 1 I') PANEL EDGES 3 � . . . , . . , k ��, : � �
<br /> I j AT ADJOINING PANEL EDGES PROVIDE �
<br /> » » 3 1/2" I I t � ) I �� I.� .�. . . � � . .;� PANEL EDGE NAILING AND FRAMING PER
<br /> (1) 1 1/2 (2) 1 1/2 C O N T. SOLID S I M. C� (2} 2x F R A M I N G A T � I I � ( � � � � � S H E A R W A L L S C H E D U L E (S T A G G E R N A I L S) 0 5 � .'�
<br /> CONT. RIM RIM PLUS BLOCKING R�M ADJOINING PANEL EDGES. • I � T �'T. �, I;: � � ' _ . ."�� : � � �
<br /> . .
<br /> . .
<br /> BELOW BELOW ,.-1 'I
<br /> � � � I �- � � � � � SUPPORTED BY FRAMING MEMBERS AND � �
<br /> BELOW I _ �_. . ALL PLYWQOD EDGES NOT
<br /> t NAIL W/PANE� EDGE NAILING 3 � � �
<br /> RIM TO B�OCKING I. � � � I r..� � '
<br /> � � � � - .148"DIA.x3° NAILS � � - �--- �
<br /> GALVANIZED ANCHOR BOLT RE: 5/S1.2 � � -��+
<br /> � ,� � � � @ 3"OC TYPICAL � � r' � FIELD , .�_-, . �. W/ 3 X 3 X 1/4" GALVANIZED WASHER r�1 O
<br /> NAILING
<br /> � � � � � v � , _�. .� DIA./SPACING PER SHEARWALL SCHEDULE. t3 �1 -�-'
<br /> I � ,
<br /> . �
<br /> 4 � 1. . . .�. .�. `. - . � FOUNQATION SILL PLATE � � •�
<br /> 1 1/4" 3/4" � I�I . : f.��I; STAGGER NAILING � �
<br /> i �� �'�.�. . RE: SHEARWALL SCHEDULE FOR SIZE 10 � �
<br /> I II �
<br /> � 's' HOLDOWN ANCHOR PER PLAN
<br /> (1} ROW (2) ftOWS (3) ROWS . .�. .�. �
<br /> CENTERED ON CENTERED ON CENTER ON • �• � I�I .� � �. ' _� � RE: 1 & 10/S1.3 � � �
<br /> RIM BELOW RIMS BE�OW RIM BELQW �' I I I I I ' '�, � � �
<br /> I I I CJ I:I _: : : :: - :� .
<br /> � � � CONCRETE FOUNDATION � � N
<br /> P6T�l, P6 P4 8c P3 P2, 2P3, 2P4, 2P2 - � - . � - l .l� - . � � - � . . . • I �;_ � + . � � w �
<br /> � .J� . . . � ii . q . . . '
<br /> ' A. . Q . ^ d . 'G'. � . a . . ' . � .�.`I. ^•' q Q ^ � . .
<br /> ° � " PROVIDE MINIMUM OF TWQ BOLTS PER
<br /> �. . . a � _ ^ . Q . a : n �
<br /> � . �a . - � °.. a : � a. . �,, R , ^ �� .a � � ° �, , PLATE WITH ONE BOLT NOT LOCATED
<br /> � „ ^ � a � � Q . � � . � : a . � � „ . a . MORE THAN 12 INCHES OR LESS TNAN
<br /> r " � � � � " ^ � ° aa � � " � � � ; (7) BOLT DIAMETERS FROM TH� END. 13
<br /> SCALE: NONE SCALE: NONE
<br /> 10 BOTTQM P�ATE �1A1� f�G PATTER�1 � 2 TYP CA� SMEARWA�� �lOI�E�IC�ATURE E�E1/ATION '
<br /> � �
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