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� SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-F1R PLATES
<br /> � WALL PANEL FlELD BOTTOM PLA1E O RIM OR BLOCKING TO T� PLATE CONN. FRAMING FQUNDATION ANCHIN2 BOLT a,
<br /> SHEARWALL PER PLAN npE EpGE NAIUNG NAIUNG AT AD�INING SILL PtA?E SPAGNG �
<br /> (1) ROW BOTTOM PLATE NAIUNG PER (3) �d� ����N� NAiIJNG 0.148"x3.25' LTP4 DIRECT q� ONLY 10 P�`1a- 5 f 8" DIA. o
<br /> . . RE 14/St.1. dc 14/S1.1 SHEARWALL SCHEDUIf RE: 14/51.1 & 10/St.1 �3 � ROWS S'RAqNG T��L TO FRAbttiNG EDGES 0 0 7" alBED 0 °�
<br /> � 2�.1 RE 14/S1.1 & 10/S1.1 P6� 7/16" SFt? 6" O.G. 12" O.C. (1) 4" O.C. 4" O.C. N/A NIA 2x 2x 48` O.C. _ �
<br /> FOR BAUWCE PEN FLOOR S'FIEATHING OWE SIDE
<br /> OF SEC110N � • 7 16 SHT. 12 O.C. 1 4 O.C. N A � 3x 48" O.C.
<br /> RE: 2 S11 • • • M . . 2�c 48» O.C. �J��: U +
<br /> R�: No�s s�e�oN os�so Ps / s o.c. ( ) 1 24 o.c. �s o.c.
<br /> FOR BALAN(� ONE SIDE 3x 48 4.C. z � �
<br /> FL04R DIAPHRAGM EDE� NAlUNG OF SEC110N -
<br /> RE: NOTES SECTIOM �180 7/16' SHT. , „ , , * 2x 32' O.C.
<br /> P4 ONE SIDE 4 O.C. 12 O.C. (2) 6 O.C. N/A 16 O.C. 12 O.C. (2)2x OR 3x 3x 40' O.C. � �
<br /> , 2x BLKG. W/.148"DIAx3 � 3"OC a .�
<br /> 2x {�NT. RIM BLOqC TO RIM 7/16" SHT. . • . • , ~ , . � CO
<br /> p3 3 O.C. 12 O.C. (2) 4 O.C. N/A 12 0•C• 1Q O.C. (2)2�c OR 3x 3X 22' a C. a� ui
<br /> :����.
<br /> ONE SIDE � � �
<br /> � . .,.
<br /> CONT. 4x RIM 7/16" SHT. 2" O.C. 12' O.C. • 2x 18" O.C. �,.�' N r�n cri
<br /> SHEARWALL PANEL EDGE NAILING P2 (3) 6 O.C. N/A �p" Q,�, i0" O.G. (2)2x OR 3x 3x 24" O.C. � �
<br /> PEN 2x Cf?NT. RIM PER SqiEDULE �� ONE SIDE �� , � .N �
<br /> 2x 16 O.C. �' �'
<br /> 2P4 7/16" SHT. 4" O.C. 12" O.C. (3) 5" O.C. N�A 10' O.C. 10" Q.C. (2)2x �2 3x » � .N
<br /> RIM/BLQ(�CC{NG TO TOP PLATE BOTH SIDES 3x 20 O.C. W � �
<br /> RIM/BLOqCING TO T� PLATE� RIM/�L�KING TO TOP PLAlE . • �� � "
<br /> C A N N. P E R S H E A R W A L L COMN. PER SFIEARWALL S(�iEDULE � 2 P 3 7�16 SHT. 3" O.C. 1 Y O.C. (3) 4" O.C. N�A 8" O.C. 8' O.G. (2)2 x O R 3 x Zx 12 r O.C. � � �
<br /> C�l N, P E R S H E A R W A L L A35/L1P4 Wf(12) 0.131* DIA. X 3x 16 O.C. �, �,
<br /> SCHEDULE A35/LTP4 BO1H SIDES � v �,
<br /> SCHEDULE A35/LTP4 W/(12) 2 1 J2' � , v� s' o.c. � � �
<br /> 0.131' DIA. X 2 i/2' W/(12) 0131" DlA. X 21/2' �� 7/16" SFIT. Y O.C. 12" O.C. (3) 3 O.C. N/A 6" Q.C. 6 O.C. (2)2n OR 3x » z °J
<br /> SHEARWAII PER PLAN SHEARWAIl PER PLAN 3x 12 O.C. � c�
<br /> 5'hIEARWALL PER PLAN BOTH SIDES � o �
<br /> SCALE NONE SCALE: NONE
<br /> SHEARWALL SCHEDULE NOTES: � � `�
<br /> - TYPICAL EXTERIOR SHEAR�IALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION �. STUDS SHALL NOT BE SPA(�D MORE TNAN 16• o.�.. _ _
<br /> 1 2 3 P 2 2 P 4 2 P 3 2 P 2 2 RE S1.0 SECTIOId 06100 'ROUGH FRAMING" FOR REQUIRED WALL STUO AND PLA7E SPEqES AND GRADE. � _ ` '
<br /> ❑ P 6 TN 8c P 6 0 P 4 & P 3 � 3. RE: 51.0 SEC�ION 06160 "WOOD SHEATHING" FOR REQUIRm SHEAR WAIL SHEATHING, 1HICKNESS AND GRADE. ALL SHEAR WALL PANELS SHAIl BE APPUEQ DIRECTLY TO FRAMING. �
<br /> > > > ''� ,.
<br /> 4. SHEAIHING PANELS �1AY BE INSTALLED EITHER HORIZONTAtlY OR VERTICALLY WITH ALt PANEf. EDGES BACKED/BLOqCED WiTH 2" NOMINAL OR WIDER FRAMIN6. �E NOTE 5. � . `
<br /> 5. FRAI�ING MEMBERS RECEIVING EDGE NAILING FROM ABUTTI{VG PANELS SHALL NOT BE LESS �tiAN 3" NOMINAL ANO NAILS S'h1ALL BE STAG(�ERED FOR ALL 5'�iEARWALL MARKS EXt�PT 'P6'.
<br /> PROVIDE 3X3X0.229" PLATE � �. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN B' O.C. ON EiTHER S�DE, PANEL JOINTS �IALL BE OFFSET TO FALL ON DIfFERENT FRAMING MEkIBERS �t °� �"��` �� " � ;. .
<br /> W A S H E R ��A. A N(�I Q R (T Y P. F O U N D A T i t N I S I L L P L A T E A N D S T U D S FRAMING SHALL BE 3" NOMINAL OR THIt�CER AND NAILS SHALL BE STAGGERED. � �� �
<br /> U.N.O.) PER S H E A R W A L L S C H E D U I F (TYP.) 7. NAILS FOR PLYWOOQ AND QS'B PANEL fRt�E AND FlELD NA(UNG SNALL BE 8d COMi��I (0.131' X 2 1/2").
<br /> & NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d C4MMON (0.14$° X 3.25'). �
<br /> 9. FLOOR DIAPNRAGM NAILING SNALL BE PLACED BEIWEEN THE SPACING CALLED OUT fOR BOTTOM PLATE NAIUNG. DO NOT OVER NAiI THE BLOCKiNG. �
<br /> 1Q. ANCHOR BOLTS SHA[,L BE GALYANIZED 5/8" DIAMETER A-307 AND S'hIALL BE SECURED IN PLACE PRIINt TO COMCRETE Pt�1R. WET S1ICICING � ANCHOR 64LT5 IS NOT ALL4WEQ. S ,l� a
<br /> 11. GALVANIZED 3" X 3` X 0.229" (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BtN..T - SEE 8 THIS SHEET fE3R PLACENIENT REQUIREMDVTS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOVVED. ,�. ,��.�
<br /> - , 12 L1P4 fRAMING PLATES SHAL1. BE INSTALLED 1MTH t2-8d X 1 1/2" (0.131' X Z 1J2') NAILS. RE DETAILS 1, Z, dc 3. a ;:. '� a
<br /> • ANCH�t BOLJ PER SHEARWALL • • • 13. A35 FRAMING AN(�.ES SHALL BE INSTALLED WI1N 12-&1 X l 1/2" (0.131° X 1 1/2") NAILS. RE: DETNLS 1, 2, dc 3. � ;� ' a z
<br /> SCHEDULE � • ,° �• . ' � 14. ALL NAILS INTO PRESSURE TREATED tNO� SHALL BE HOT-DIPPm GRLVANIZED CONF�tMING TD AS�lul 153 OR STAINLESS S1EEL. N o ' " '� o
<br /> _ ' , o ° 1 5. A LL W O O Q I N C O N T A C T W I T H C O N C R E T E �t M A S�(R Y S t I A L I B E P R E S E R Y A T I V E T R E A T E D. N���. r�
<br /> - , � .' � • ° 16. WHERE BOTT01� PLATE NAIUNG SPECIFlES A SPAqNG OF 4 INCHES OR LESS NAILS SFIALL BE INSTALLEQ IN 11N4 ROWS O�f'SET 1/2 INCH AND STAGGERED. ? d
<br /> ° ° 17. GALYANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMErtT ALLOVVED AT INTERI4R BEARING AND PARTY WALLS. �,�
<br /> a. a � � 18. 2-2x�S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHEQ PER 10/S1.2 S��I. AND BOTTOEd PLATE NA(UNG.
<br /> .b
<br /> � ��� � � :���a � � . • . 'a. � a � . ° s 19. WHERE BUILDING OFfiqALS ALLOW, OSB SHEATHING MAY BE APPLJED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDfD SHEATHING IS NAILED WITH 10d NAIIS (0.148' QIA X 3� LONG)
<br /> � � - . :a : .�. � � � � �� � 4 SHEARWALL SCHEQULE � -
<br /> � RIM JOIST HEAD-OUT F�t ' -a• .•.d' . • • �a• '. � � H .- r r o
<br /> co cc �n �r
<br /> � � � \ t/� �
<br /> PLYWpOD R� S�-IEATHING
<br /> � \ \ � N
<br /> a PLUMBING, MECH., '� a '' � �
<br /> �
<br /> �C. fOUNDATION PER PU1N SIt�PSON LTP4 S� A o o � � � �
<br /> a. SCALE: 3/4" = 1'-0'
<br /> a � �MPSON LTP4 W/(1 2) 0.1 3 1° D I A. X 1 1/2" �� D I A P H R A G M E D(� N A I U N G '�
<br /> - 3 --� - -r------- "--" - �-- 5 TYP. SHEARWALL ANCHOR BQLT TO CONG. �1c12� o.,�,� o+�,. X � ��2" Y��IEN APPL1m DIRECT TQ FRAMING a o
<br /> c� < ❑ W H E N AP P U@ O V E R S H E A T I N G TRUSS �IST BLOCKING w .-,
<br /> m � � � 2x1U / t-
<br /> o � n SCALE• NONE �
<br /> � � � NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2 OF EDGE OF BOT�4M ' _ - a ,�
<br /> i "' i PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/QFFSET 6 TYP I C A L I M P S 0 N LTP 4 � � -� -'�� ---------- � --- ---------- �� � � -� �- � �����NEC110td TO � o
<br /> -- - . . . . . . . . . . . . .
<br /> i � PLACEMENT AS S#-iOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. --r - ---^- - - - � -"
<br /> i i U210 HANGER � � ( TI T -T j-_'-- --.- .T-��._..__�.�.. . . . . . . -�..�� -' �
<br /> a o
<br /> i � i EA. END � I I 1 ( I I I I �- I.�.-:'.�.�.�.�.�.'.�l�l'. . z z �
<br /> i i � I I I I I 1 I FRAMING AT 5 � I-1.�.-.-.-.�.�.�.�_��•��.f' o � o
<br /> � � . �'I I 1 I'i I'1 I P�a �s �.�.:.:.:.:.:.:.:.:..1:1=f� 5 o a
<br /> U21Q HANGER I I I I I I I �' I'1-.-.�.�.�.�.�.�.-.I:I.�I• w
<br /> �
<br /> i i 2x1U ,�IST PER PLAN � I I 1 I I I I I I I I�a.�. .�-�.�. .�. .(.l'� w J �
<br /> i i (16' O.C. U.N.O. PER r � s $ W g � l I I I ( I I ! I I I'�.�.�.'.-.�.'.�.�.-('I�.E' vW� o � � q
<br /> . i PLAN) � �� �-tEARWALL BEYOND PER � ---•. �i-- -- • � ~ N °- m ¢
<br /> z � � W W � I I- I ( I.�.�.'.'.�.�.�.'.'.� � �
<br /> Q i i 2xt p _, W -�, W Q SHEAR V�ALL SCHED. TYP. � I I � -1 yl ��---- ( � I ,-�. ? � Z N U
<br /> N � � o a o ��- I I 1 I I I ! I � o � �
<br /> E- � _ ¢ z Q� CONIINUOUS CAIL STRAP* ( I I r I � ( E o � 5 � Q
<br /> o � � � N � � DRAG STRUT PER PLAN �'i � 1 � I v o � � �
<br /> � � 1'-4" 1'-4" � FOR JOIST SPANS UP TO Q = a � = 8 . � I I ( ' o z
<br /> � � 11'-Q". A SINGLE JOIST ,� N ,Q N W JOIST PER PLAN - T1fP. � I � NO�; z � M N w
<br /> i i MAY BE HEAD OFF TO � � N �� �,_4m
<br /> i i ADJACENT SINGLE JOISTS � �� � MINIMUM SIZE OF S'FIEATHING _
<br /> ' ` � SHALL BE 2'-0 X 4-0" --•�-DEDICATE S1UD BAY AT
<br /> Q .Q BLOqC ALL P�YWD. EQt�S
<br /> � i : � s : � : RE; NOTES 06160 N O T S U P P O R I E D B Y H��
<br /> PLYWOOD FLOOR SHEATHING SHEARWALL
<br /> i i FOR JOIST SPANS z z z z fRAMING MEMBER. . . . ._ . _ .
<br /> i � BETVVEEN 11'-0" AND �, �� M • o 0 o O BOTTOM PLATE CONNECTION . . . . ... . .'.I.I,�:
<br /> - � i 16-0 ADD ADDI710WAL 8 � � � �
<br /> � � 2x10 �IST ADJACENT TO BLQqCING OR BEAM RE: 1, 2 dc 10/St.1 ,� �.�*. , . _ ._. .:_:.�.�,�:
<br /> � � PER PLAN ( (- . . . . . . . . .r. , A�D'L STUDS F�2 HOLDOV4'N �
<br /> i i HEAD OUT. 1 3/4" MIN. 1 3/4" MIN. 1 3 j4" MIN. 1 3/4' M1N. DIAPHRA(�I mGE NAIUNG ( � � (1'�_�.�.�.�_�,�.�.�[•� _�• PER SCHEDULE. ��
<br /> i � 2» MAX. 2' MAX. 2" MAX. 2" MAX. 1 3/4" MIN. SHEARWALL BEYOND PER � �. . _ . . . . . . (� • �
<br /> z ' � NOIE: JOIST HEAD-QUT IS " MAX. S'�IEARWALL SCHED. TYP. ( I I ( I � I.�. . . . . . . . .�'I� .
<br /> - a i � FOR UNIFORMLY LOADED (.I (.I I.� I•��:�_-_�_-.•.�.-._.�'� � �
<br /> ` i i fLO� JO(STS ONLY � � j � � I � I i �.....:.......... .t.l � CONT. 2x RIM ���Il
<br /> � --� --_�_�_-- -r--�--- �-- , �c CONTlNUOUS COIL STRAP I ( I . ( I I I' . . . . . . . . .I�� W/BLOCKING IF REQUIRED �V
<br /> . i _ T _ i , DRAG STRUT PER PLAN
<br /> = --------- 1-- z Z ; Z � � ;� , I I I I I I I . � ( �. . . . ..�.� _ . . .� .
<br /> � --i -'�----•"--- ; � �i � �i � �� � iI� �� T . . . . . . �
<br /> 3 ^ � ^ � ^ ,,, ^ *cs2o -�-�-�- --- .LI _ .1 L � - -1-a- - ;:_.- -
<br /> . . . . --. . . . --. . . .. � ` �,
<br /> m r � � � � WALL BELQW a•�� DIA. X 2 1/4" AT 6" o.C. WALL ABOVE B�oc�c��c t� coNT Ri� co��tEc�tau
<br /> PLAN - JOIST HEAD-OUT ST��� • TO TOP PLATE � �
<br /> 2x4� 3x4 PLY (N�tE SIQE 2x4, 3x4 PLY Z1N0 SIDES 2x6, 3x6 PLY QNE SIDE 2x6, 3x6 PLY TIMD SIQES (14� 0.148 DIA. X 2 1/4 AT �� �
<br /> ' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0" SHEARWALL - - - - - • -__.. . . . . SEESCHEDU� RE:N10 51.2 �
<br /> 01 T HEAD-OUT DETAILS 8 NCH R BOLT PLACEMENT DETAILS 9 ==�T=--- =--=�n=--=�=r�----_ _--=-�=---�� � � � � ��-t� � �
<br /> 7 TYPI CAL J S ❑ A � ❑ TYPICAL DRAG STRUT DETAILS � �i .��:-:�:�:�:�:�. . �� PROYIDE PANEL AT NAIIJNG
<br /> ❑ � . . . . . . - - - .
<br /> I I � I f I i ( �. (.�. . . . . . . . .� � � AT END � WALL S1UDS 7HAT �
<br /> 1. EXTERIOR SEARING � ( I I ( I I I FRANIING AT 5 � I'1.'.�.�.�.�.�.�.'.�I•1 f ATTACH TQ HOLDOWNS TYPICAL . ��
<br /> SUPP4RT �') I 1 ('I �'� � PANEL EDt�S �.j.:.:..�.�.�.�.�.�.E.) . �
<br /> � � I I ( 1 '�`r I')-.-,�.'.-.�.�.�.�.�. 1 AT AD�INING PANEL ED(�S PROVIDE � �
<br /> �
<br /> � PANEl EDGE NAILING AND FRAMING PER �
<br /> �__� I I 1 I I I I I I l I. .'.'.'.' . '.�. . .�.'. . �
<br /> SIM. 0 2) 2x fRAMING AT ��) > >/2n (2} 1 1/2" CONT. 3 1�2 I �\ � �� � .�.� �� �� � II i� Il � � ROOF/fLOQR SFIEAIHING NOTES SHEARWALL SCHEDUIE (STAC#R NAILS) �
<br /> ADJOINING PANEL EU t�S. C Q N T. R I M R I M P L,U S B L Q C K I N G SR,M�� I �� I I �� I I �� (I �� I `��( � E I I I ( I I I I � : : : : ;:.:::.:�'I:f' � (,� �
<br /> BEi..OW BELOW � �� � I � - - �-- - -- I I (��. � • � - BLOCK Atl PLYWOOD EDGES NOT � �-+ �
<br /> BELOW I � � I I ,� I�� I I i �, BOUNDARY NAIUNG AT ROOF/FLOOR PERIMETER, AT �(NVT. � � - -
<br /> � � � � � � 1 I 1'- � -I C`� � C-� - I ,.�. SUPPORTED BY FRAb11NG MEMBERS AND 4.� ¢�
<br /> -� I �� I I ��` I I �� I I �` I I �,��' I PANQ mc�s (B.N.) � I I 1 I I I I I N�L W/p�wa mt� Nn�UNc 5 7 U ,'� �
<br /> � � .�
<br /> " i � � � �, 2 PANEL EDGE NAILING (P.EN.j AT ALL EDGES OF ALL PLYWOOD I < < I I ( ( � .�/ O
<br /> RIM TO BLOCKING I i (I � �I ,� I I � I I � � �{� AT SUPPORTS AND AT INTERtOR SHEARWALIS �• - �'`y
<br /> „ N= �� \ .148"DIA.x3' NAIIS �� \ I��� �� �� �� i'' �� �� �( i� � � I. ( � 11 FlE1D : . . . GALVAMZED ANt�IOR B�T RE 5/S1.1 � �
<br /> � � .- � 3 OC TYPICAL � J I �'K �� ��� ( INIERIOR FlELD NAlLJNG (f.N. 12" Q.C. AT BEARING SUPPORTS � � . . . _ . .�.�.�.I�I.�C� W/ 3 X 3 X 0.229" GALVANIZED WASHER
<br /> w� w= w = �. �. � �. � 3. ) NAIUNG DIA. SPAGNG PER SHERRWALL SCHEDULE. 11 T� � O �
<br /> a� ��..� � � I �� I I i 1 I ,. I I r I I �. I � � I 1:.:.:.:.:.:.:.:.:.�.�.. • / �'..a bA
<br /> � � �
<br /> . �� (I �� (( �'+ (I �� I I �� 4 SEE PLANS FOR PLYVYOOD 1HICKNESS & NAIUNG SCNEDULE � I � I.�.�.-.�.�.�.�.� �. '� E. FOUNDATIQN SILL PLATE � � �
<br /> � �I I.{.�.�.�.� �. . .�.�I�I'.f. STAGGER NAILING � � ''�
<br /> 1 1/4" 3�4� � \�� I I ,�'�/ I( `�� I� r�/ �� `�� ( 5. L(M1G DIMENS�ON OF PLYNIOOD SHALL RUN PERPENDICULAR � � � � � ( ��1.�.. ..........:.��'��.r' RE SHEARWALL SCHEDULE FOR S�ZE � �'� t'�C3 O
<br /> 3 OWS � `��''� I I ���` I�.,,--�'`� TO TRUSS FRAMING dc FL�R FRAMlNG, I I ( � � I I . .�.�.�.�.�.-.�.
<br /> • � �
<br /> (1) ROW (2) R�WS t ) R � i II �� II � II � 11 ��I S. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" I I I ( � I I ( ( I't.�.".�.�.�.�.� � . . ' HOLDOWN ANCHOR PER PLAN
<br /> CENTERED ON CENIERED ON CENTERED ON � i� I I �� II �� I) `� II �'� I , , , „ (�I I�� I�I I ��I � �:.:.:.�.�.: �:�� ` � SEE SCHEDULE RE 10/51.2 ^ ' � � �
<br /> R1M BELOW RIM & BLKG BELOW RIM BELOW � � � � � 7, MINIMUM PLYW04D SHEET SIZE 2-0 X 4-0 � � � � ( � � { � � � � �.�...:.........:.�. .f' �•� c� � �
<br /> g, NAItS SHALL NOT BE OVER DRIVEN I I I I I 1 I . . . . . �C� CONt�2ETE FOUNDATION � � � O
<br /> " P6TN �c P6 P4 8c P� P2 _��-- ----��--- --- -- . - _
<br /> L_ �i_ .�: . . . . . . . � �n w a
<br /> . . . . . . :
<br /> � • � �'•I• v ' . • .v..• - � • . �9 . . • , ' . I � .:3(� w..•� a . '• -i .
<br /> • �. 1 .� � . „ • . � •a. • • • . •.. ;�' . . � • '� . ^ - ' � • PR�VIDE #+IINIMUM � TVYO BOLT'S PER
<br /> � C ` �' �` .a •`.�, ' ' � . �� - `� � ' � "� .� � , ' PLATE VVIATH ONE BOLT NOT LOCAT�D
<br /> � . t�a • � - � � � • .' :�. . .� . : ' " ' • �` �: ^ �• � � ,� . • • ' • MORE THAN 12 INCHES OR LESS THAN
<br /> � .' „ • ,� .. ,. , a•. -� . a . . a 4 . . . „. . „ : . � : ,, .
<br /> .� . '. � ' , „ . . aa �- � - (7) BOLT DIAMElERS FROM THE END. 10
<br /> SCALE: N�VE SCALE N�dE �q�; NpryE - SEE DETAIL 8 THIS SHEET
<br /> - _ 10 11 TYPICAL ROOF/FLOOR SHEATHING LAY�UT 12 TYPICAL SHEARWALL NQMENCLATURE ELEVATION) '
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<br /> BQTTOM PLATE NAILING PATTERN C� C
<br /> . � , - - -
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|