|
� ` .
<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING V�// HEI�-FIR STUDS AND HEM-FIR PLATES
<br /> WALL PANEL FlELD BOTTOP7 PLATE RIM OR BLOCKING TO TOP PLATE CO�fN. FRAM9NG FOUND�1101d ANCHOR BOLT �
<br /> (1) R0�'� SHEAR4YALL PER PLAN TYPE E�GE NAlIJNG NAILING � °' �. .
<br /> R�: 14/S1.1. & 10/S1.1 ( ) SHEATHING = . AT ADJOINING SILL PLATE SPACII�G o
<br /> 64TTQP$! PLATE NAILING PER 3 RO�a'S 0.148 x3.25 lTP4 DIRECT • .-�
<br /> NAILING
<br /> SHEARWALL SCNEDULE RE: 14/51.1 & 10/S1.1 � � RO�iS SPACING TOENAII TO FRAMING A35 ONLY 10 EpGES � � 7' EM9 ID � a' �� �
<br /> RE: 2/S1.1 RE: 14/S1.1 � 10/S1.1
<br /> FOR BALANCE P6TN . 7/16" SHT. 6' O.C. 12" O.C. (1) 4" O.C. 4" O.C. Id/A N/A 2x 2x 48° O.C. � . �
<br /> OF SECTION PEH fL00R SHEAIHING RE: 2/S1.1 ONE SIDE w � s 3x 48• O.C. � � �
<br /> RE: td4TES SEC�IOtd 06160 FOR BALANCE pg 7/16 iSHT. 6 O.C. 12 O.C. (1) 4 O.C. N/A 24" a.C. 16` O.C. 2x � 4�� O.C. �'q� : (j � •
<br /> FLOOR DIAPHRAGM EDGE NAILING � O F S E C 1 1 0 N O N E S D 3 x 4� O.C. ,:.:�:�.�. ,� Z c d �
<br /> RE: NOTES SECTION 06160 y � � • * � � „ ;
<br /> 7 16 SHT. � , * „ . 2x 32 O.C. y��.,; � �, r °
<br /> 2x BLKG. Y�' .148"DIA.x3 � 3"OC P4 4 O.C. 12 O.C. (2) 6 O.C. N�q 16 O.C. 12 O.C. (2)2x OR 3x . � � . . �
<br /> BLOCK TQ RI(� ONE SIDE 3x 40 O.C. .i � �
<br /> 2x CONT. RIA�� 7/16" SHT. . � . . � �' � '''
<br /> P3 �E SIDE 3 O.C. 12 O.C. (2) 4 O.C. N/A 12 O.C. 10" O.C. (2)2x 4R 3x 3x 22" O.C. ,'��.�-`' � �
<br /> SHEARI��ALL PANEL EDGE NAlLING �dT. 4x RI�I � �sM �T, N w p � � � .
<br /> P� 2x C4NT. RI@d9 PER SCHEDULE P2 � 2 d•�• 12 O.C. (3) 6" O.C. N/A • 10' O.G. 2 2x OR 3x � 1�� O.C.
<br /> � �R��� � � �
<br /> �o o.c. ( ��
<br /> PEN OP1E SIDE � 3x 24 O.C. -�� � .� � :, .
<br /> M * � - �
<br /> 2P4 7/16' SHT. 4' Q.C. 12 O.C. {3) 5 O.C. N/A
<br /> RIM/BLOCKING TO TOP PLATE� RIP�/BLOCKING TO TOP PLATE Rit�f�LOCKING TO TOP PLATE BOTH SIDES A 10" O.C. 10" O.C. (2)2x OR 3x 3x 20" 0 C. � � � � ,
<br /> W � �
<br /> CONN. PER SHEARWALL GOIdN. PER SHEARWRl1. CORlN. PER SHEARWALL SCHEDULE 2 P 3 7/1 6" S H T. 3 O.C. 12 O.C. (3) 4 O.C. N A
<br /> SCHEDULE A35/LTP4 W/(12) SCHEDULE A35/LTP4 A35/LTP4 W/(12) 0.131' DIA. X tl » A � 8" O.C. 8° O.C. (2)2x OR 3x 2X 12� O.C. _ � � � .
<br /> 0.131' DIA. X 2 1/2" Y�/(12) 0.131' DIA. X 2 1 f2° 2 1 j2 B O T H S I D E S 3 x 1 6 O.C. L � � '+^' V
<br /> R � � �
<br /> SHEARWALL PER PLAN SHEAR�ALL PER PLAN 2P2 7/16 SHT. � 2" O.C. 12" O.C. 3 • . . 2x 8" O.C. " � � � � . .
<br /> SHEARWALL PER PLAN 601H SlDES � � 3 O.C. N/A 6 O.C. 6 O.C. (2)2x OR 3x 3� 12" O.C. i�-._ � z � '
<br /> SCALE: NONE i
<br /> scA�: �or�E SHEARWALL SCHEDULE NOTES: � ° �
<br /> TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWA�L CONNECTION TYPICA ,. S�,oS H • � �
<br /> � L EXTERI OR SH EARWALL CON N ECTI ON S ALL IdOT BE SPACED MORE THAN t6 0.�.. . _ _ _ _
<br /> ❑ P 6 TN �C P 6 � � 2. RE: S1.0 SECTION 06100 'ROUGH FRAMING' FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. �-����"�'���4
<br /> ❑ P4 �C P3 � . . . .
<br /> ❑ P2 2P4 2P3 2P2 �: � s, . .
<br /> > > � 3. RE: S1.0 SEC110N 06160 WOOD SHEATHING FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPIJED DIREGTLY TO FRAMING. � ��-
<br /> 4. SHEATHING PANELS MAY BE IPISTALLED EITHER HORIZO(�TIRLLY OR VERTiCALLY µ�TH ALL PANEL EDGES BACKED/�LOCKED IMTH 2" N0�91NRL OR WdaER FRA�lING. SEE NOTE 5. "`n� U `: � �' • � ";"��, ;t .
<br /> 5. FRAMING MEM�ERS RECEIVlNG EDGE NAILING fROtd ABUT(1NG PANELS SHALL NOT BE LESS 1HAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARPIALL �lARKS EXCEPT "P6". "��. ,� . �:`
<br /> PROViDE 3X3X0.229' PLRTE 6. WNERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING iS LESS THAId 6° O.C. O�V EITHER SIDE, PANEL J06NTS SHALL BE OFFSET TO FALL ON OIFFERENT FRAMING MEMBERS OR �=� ���,� '
<br /> YdASHER � EA. ANCHOR (TYP. FOUNDATION SILL PLATE AND STUDS fRAl.lING SHALL BE 3" NOPniINAL OR THICKER AND NAIIS SHALL BE STAGGERED. '� q " � ��
<br /> <,..�:�� .. :,: > _ °.;.�.:;o'._�..� -� �
<br /> U.N.O.) - PER SHEAR�°�LL SCHEDULE (TYP.) 7. NAILS FOR PLYV�d00D AfVD OS6 PANEL EDGE AND FlELD NAIUNG SNALL BE 8d COl�M04V (0.131' X 2 1/2°). . :
<br /> 8. NAILS FOR BOTT01�9 PLATE FRAMING SHALL BE 12d COM610N (0.148" X 3.25"). " f �. '
<br /> 9. FL00'R DIAPHRAGM NAILING SHALL BE PLACED BETWcEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAIUNG. DO NOT OVER NAIL THE BLOCKING. S �
<br /> 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8' DIAR�ETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. 1NET STiCKING OF ANCHOR BOLTS IS tdOT �LLOVVED. �i(r� �
<br /> 11. GALVANIZED 3' X 3" X 0.229" (MIN.) PLATE WASHERS ARE REQUIRED AT EACH RidCHOR BOLT - SEE 8 THIS SHEET FOR PLACEME�9T REQUIRE�lENTS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. j o
<br /> . • 12. LTP4 FRANIING PLATES SHALL 8E I�STALLED P�fTH 12-8d X 1 1/2" (0.131' X 2 1/2") NAILS. RE DETAILS 1, 2, & 3. � ~ r�� �
<br /> AtdCHOR BOLT PER SHEAR��ALL • ' ' � 13. A35 FRAMlNG ANGLES SHALL BE INSTALLED I��TH 12-8d X 1 1/2' (0.131" X 1 1/2�) NAILS. RE: DETAILS 1, 2, k 3. � � �'� �`- � a �
<br /> - - SCHEDULE • .� o �• . ` 14. ALL NAILS INTO PRESSURE TREATED VVOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTlA 153 OR STAIl�LESS S1EEL H�, • � a z
<br /> � � � . �. � 0 15. ALL WOOD IN COtdTACT P�1TH CONCRETE OR MASONRY SHALL BE PRESERVAl11� TREATED. �°� �� �� �
<br /> � o ° � ° 16. 4'e�iERE BOTTOM PLATE NAILING SPECIFlES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE II�STALLED IN TWO R0�'�S O�FSSET 1/2 INCH AND STAGGERED. �?�b�
<br /> <� �� '�.a • . . � : • �� `� � o � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIA�IETER AFlD EMBEDM�ttdT ALLOVVED AT INTERIOR BEARING AND PARTY WALLS. ,. �
<br /> 4'.' d '
<br /> • • ° a� d -� - 18. 2-2x'S IN LIEU OF 3xS AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SI@�. AND BOTTOM PLATE NAILING. FI�
<br /> � : ��• � ' . �. . . � '�< � .°� . �.° a. •' � ° 19. IMiERE BUILDING OFFlGALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2° OR 3/8" GYPSUM INALL BOARD PROVIDED SHEATHING IS NAiLED IMTH 10d NAILS (0.148" DIA X 3' LOV�G� .
<br /> � �°� � � �� � 14 SH EAR �
<br /> � RII� JOIST HEAD-OUT FOR . � �� � ' � WALL SCHEDULE � �� � �
<br /> d �.� . . :Qa' � � � � !- Q r ..
<br /> � PLUI�BING, MECH., _ _ � FOUNDATION PER PLAN ° PLI�'�OOD ROOF Sl1EA1NING Q o o rr� tO N� r �
<br /> � ETC.
<br /> --L 1 SCAIF: 3/4" - 1' 0" SIMPSON LTP4 � 10 �� q c�c � o � M �
<br /> e -- S I M P S O N L T P 4 I P J/(1 2) 0.1 3 1 D I A. X 1 1/2 DIAPHRAGIa9 EDGE NAILING � � � � M r
<br /> .
<br /> �, , -- --Q - , 5 T Y P. S H E A R W A L L A N C H 0 R B 0 L T T� C 0 N C. I�FIEN APPLIED DIRECT TO FRAMING
<br /> ` � � w/(�2) a�3�• oia. x 2 �/2° �-
<br /> m i � i 2x10 1°�I-IEN APPLIED OVER SHEAl1NG W � .
<br /> TRUSS f JOIST BLOCKING w O
<br /> � SCALE: NONE � :, �
<br /> i �i i NO�E: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE OF BOTTOM �
<br /> � `V � PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET . _,__. . . . . . BLOCKING CONNECTION TO W \
<br /> 6� TYPICAL SIMPSON LTP4 -= ---------= ' --- --_---___=� � �� =�- • TOP PLATE �
<br /> � i PLACEMENT AS SHQWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. . . . . . . . . . _ . . � .
<br /> i i U210 HANGER -- __- __
<br /> � --r -- o
<br /> i � i EA. EtdD f - -) -�- --r j---- � -�.�-. . . . . T.�. Q \ .
<br /> I I 1 I I I I I -�L I.�.�.�.�.�.'. .�.�. (�I•. . c� o
<br /> ; ; .
<br /> � � � ( � ( ( � I I t FRAMING AT 5 � ��1_•,:..,..:.:.'.:.��•�:_�• o � o ,f.;
<br /> i U210 HANGER PANEL EDGES
<br /> � ► •i � � i•i i•i i i.��. . . . . . . .:�.i.r. � � a
<br /> � 2x10 JOIST PER PLfoN � � I I I ( ( I �'' I'��.�.�.�.�.�.�.�.�.f'I.��' � �
<br /> I I 1 I i I f I I I 1���������'���������(�1��� �n
<br /> � -
<br /> � � (16" O.C. U.N.O. PER g o g $ o $ � I I I i I I I I I { �'�.�.�.�.�.�.�.�.�.�('i�.�' N z � ¢
<br /> i � PUOM) � �� I• • • • . cn o � .
<br /> N � �, SHEARWALL BEYOND PER � I 1-,-�- (- - J- -- I � I 1. . . . . . . . . � A
<br /> � I i � _ _I C`_.�_.._.� r-'----�I � � . .�.� � Q S a m �
<br /> z � � � � SHEAR NdALL SCHED. TY�. � � N �
<br /> ,¢�, � � 2x10 0 � o �N I � 1 I I I I I z .,
<br /> "' � Q N ¢ C O N 1 1 N U O U S C O l L S T R A P* � I I I I I I I �,., W v� `- �
<br /> � � , • � p i `'v" `�" � � � s DRAG STRUT PER PUW I•I I 1 I ( o � w w ¢ .
<br /> � 1-4 1-4 i � o � �
<br /> i � F O R J O I S T S P A N S U� T O � u, 4J � � I � �
<br /> i � 1 1'-0', A SINGLE JOIST ¢ ���„ Q N W JOIST PER Pl.AN - TYP. ' c� o � a . .
<br /> � � M A Y B E H E A D O F F T O N w N � ; I N O T E: o z .
<br /> � i ADJACENT SlNGLE JOISTS a � N � S N A L L B E 2E 0° X 4�0''�G � " z �+- M � W ., ,
<br /> 1 -4 f �
<br /> � � "' � PLYWOOD fL00R SHEATHIN6 BLOCK AlL PLYWD. EDGES � �-END'0 S EARWALL FOR ,
<br /> R E: N O T E S 0 6 1 6 0 NOT SUPPORTED BY H O L D O��'N.
<br /> ' ' $ a � � fRAA�ING ME�IIBER.
<br /> � i F O R J O I S T S P A N S z z Z z E
<br /> i � BETV�EN 11'-0" AND o 1/ M . o 0 0 . . . . . . �.�.
<br /> i i 16'-0' ADD ADDITIOi�AL 8 BOTTOM PLATE CONNECTION � � � � ' � � � ��;��. .
<br /> � i �RE 1, 2 � 10S1.1 � . . . . . . . . '�.
<br /> � i 2x10 JOIST ADJACENT TO ;l BLOCKING OR BEAM � .I �•i. . . . . . . . .I•�..I,'
<br /> � i HE�4D OUT. A • N n � PER PLAN � � . . . . . . . . . � , ,
<br /> � i 1 3/4 M I N. 1 3/4 MIN. 1 3/4 MIN. 1 3/4 MIN. � � 1.�. .�.�.�.�.�.'.� � . . ADDL STUDS FOR HOLDOWiV � ��
<br /> i i 2" MAX. 2" MAX. 2" MAX. 2" MAX. 1 3/4" MIN. SHEARWALL BEYOND PER DIAPHRAGM EDGE NAILING I � I���.�.�.�.�,�.�.�.�(•I-.1� PER SCHEDULE. � �
<br /> Z i i NOTE: JOfST HEAD-OUT IS MAX. SHEARVE'ALL SCHED. TYP. I I I � � � ( j� . . . . . . .�.�. • �
<br /> a i i FOR UNOFOR�ALY LOADED I I I I I.� I*�.�.�:�_�:-:.:.:-:{�� �
<br /> � � � FLOOR JOlSTS ONLY �c CONTINUOUS COIL STRAP ( ��� �� I I I . . . . . . . . . f.I � .
<br /> � --� ---_----- --------- i-- , ( ( �.�.�.�.�.�.�.�.�.� P. C�ONTOCKING��IF REQUlRED
<br /> � DRAG S�tUT P�t Pt�H I I I I I I I � I'�- . . - . . . .-.I�! � �
<br /> >. .
<br /> --L --------- --------- 1-- ' ' • � • �i �� ( � � � � � � � � . .� .r ,
<br /> Q I z � z ,
<br /> I j � �� � � � `� g I� �� • • . . . . . .
<br /> 3 � � R � '� ,l; I! ;I� --�L ---� --- l� _ �.L � � ,�. . . .
<br /> L_ _ L • � +
<br /> � � � i� �ry i� �i r., ����i �CS20 - .-_ . . . • . _. .
<br /> . . . . .
<br /> m � �� �� WALL BELO�! o.��" DIA. x 2 �/4" AT 6' o.c. WALL ABOVE
<br /> PLAN - JOIST HEAD-OUT STAGGERED BLOCKING OR CONT. RIM COidNECTIOtd �
<br /> 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TVdO SIDES 2x6, 3x6 PLY ONE SlDE 2x6, 3x6 PLY TV94 SIDES (14) 0.14�" DIA. X 2 1/4" AT TO TOP PLATE �Q �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0� SHEARWALL _ _ _ _ _ _ _ H O L D 0���1 P E R P L A N
<br /> r � ;,
<br /> 7 TYPICAL JOIST HEAD- OUT DETAILS 0 ANCHOR BOLT PLACEMENT DETAILS -=-___- _______________ _�-__-____-.-_.__ SEE SCHEDULE RE: 10/S1.z
<br /> 0 TYPICAL DRAG STRUT DETAILS --�r� � �� ,� � � � �: :�:��: : : : :�:�: �
<br /> I I � � � �� � � PROViDE PANEL AT NAILING �
<br /> i I 1 I I I I i -U., i,�:�.�,�:�:�:�:�:�:�j�j P AT �aD oF ��ALL S�uDS �AT �
<br /> i. SUPPORT �EARING � I ( I I I (�I ( FRAI�9tdG AT 5 � ��1.�.:.:...:.:.:.:.��`I I. ATTACH TO HOLDOPdTlS TYPICAL . �� ,
<br /> � I I 1 i i I I � PAN�t �oGES �.�.:' . . . _ . : ,.�.� � ,
<br /> 3 1 2" ---- --- --- -- � � � � C � � T�' I'J. . . . . . . .�.I. b AT ADJOINING PANEL EDGES PROV�DE " �
<br /> SIM. � (2) 2x FRAMING AT ��) > >�2�� (2) 1 1/2" CONT. � � � � � � ��-- � I I � ( I I ( ( � � �.�. . . . . . . . . . . . PAtdEL EDGE NAIlING AND FRAMING PER � '�'� ? ^.
<br /> SOLID � �� � �0 � �� � �� I ROOF/FLOOR SHEAT1iING NOTES I � � SHEARWALL SCHEDULE (STAGGER NAILS) �5 p� � O
<br /> ADJOINING PANEL EDGES. CONT. RIM RIM PLUS BLOCKING RIM I �� I I � (6 � I( � I \ �I � ' � � � � � ' � ' �
<br /> BELOW BELOW i� � {� 2 � �.� ( I ( I I I ( I. . . . . .'.�. . .�� I �. V,/ � y�
<br /> BELOW I ���� I I ��f�� (I �� �, BOUNDARY NAILING AT ROOF�fL00R PERiMETER, AT CONT. � � � _,, j �'- ,`_ -- I ( I_1.�.:.:.�.�.�.�.�.� � °. BLOCK ALL PLYWOOD EDGES NOT � �
<br /> � � � I �i� I I �` I I ,•� (I �� I I �� I PANEL EDGES (B.N.) � � I r -I � gl I- -�-� I ' �� � SUPPQRTED BY FRAMING MEMBERS AND 4� � � �
<br /> � � �' �' � � 1 I ( I � ( �AIL WJPANEL EDGE NAlUNG 5 7 �
<br /> W w RI�4 TO BLOCKING w I i� I I �� I I �� I I �� �( �i � 2. PANEL EDGE NAILING (P.E.td.) AT ALL EDGES OF ALL PLYWOOD ( � ( � � ( ) •� � .;
<br /> N � � _ �„ .148 DIA.x3 NAILS � � �, � �� �I � � i � � � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS � � ( ' � � �/ O
<br /> 0 0 � . �, o � � � I � I I � I( � ( � � � GALVAtdIZED ANCHOR BOLT RE: 5 S11 � U
<br /> � 3 OC TYPICAL � ,�, I I �'I� (I �-�----0 � /
<br /> �N �N � N �� � � � � 3. lNTERiOR FlElD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS � � � � �� �.�.�.�.�.�.�.�.�.I`I:f.' 4�/ 3 X 3 X 0.229" GALVANIZED WASHER � � p � �
<br /> � .
<br /> m I � II � II � II � II � I I N�u�vG �-d �, �
<br /> �� I I i"� (� �� �� i� (� �� 4, SEE PLANS FOR PLYY�OOD THICKIVESS dc NAILJNG SCHEDULE � 7 � � ���� -����������I�� ��A./SPACING PER SHEARWALL SCHEDULE. 11 � ,
<br /> I I I��.���������������� I�.E� FOUNDATION SILL PLATE � � � •
<br /> 1 1/4" 3�4„ �,� i � i E � I �� I.�.�.�.�. .�. .�.'.��'{'.f. STAGGER NAlLING '" ,� .. :
<br /> I �� I I i� I I �� (� �'� ��� �.� ( 5. LONG DIMENSION OF PLYVVOOD SHALL RUN PERPENDIWLAR . . C/1 •� r a �
<br /> (1) ROW � �1 I�'' I I ���� � �� TO TRUSS f RAl�ING & fL00R FRAb11NG. I ( I I I I I I I 1 .�.�.�.�.�.•.• •!��:t. RE: SHEAR��'ALL SCHEDULE FOR SIZE O �� � O .
<br /> CENTERED ON CENTE ED ON CENTE ED ON � i'���I �� (( �� I I �� I'I i�( 6, I�IN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" . � I ( I I I I � I ('J.�.�.�.�.'.�.� � . ' H O L D O�"�(V AN(��QR PER PLAtd ^ � �
<br /> ,
<br /> RIM BELOW RIM & BLKG BELOW RIM BELOtN � �� �� \���(�i� �� �� �I �''� � , , , „ I I I�I (�I ( I�I (���:�:�'���: �: ' ' : SEE SCHEDULE RE 10/S1.2 � � �
<br /> 7, MINIl�4UM PLYWOOD SHEET SIZE 2-0 X 4-0 � � � � � � . � � O�
<br /> Ii II II II II Ii I•�. . . . . . . . I �
<br /> P6TN � P6 P4 �c P3 P2
<br /> g, NAILS SHALL NOT BE OVER DRIVEN ( I I I I I I �� ��•������������ �I� CONCRETE FOUNDATION � y `�J�
<br /> --�1--- -----�-�--- L---- ` � ' o �
<br /> :,
<br /> -- 1-- �L:�;:-�:�r � W �
<br /> . . .
<br /> ' � . " . a �i .^� � •�^ . •. �°�'�. ' �. ' �Ia ' ' . . �•v. . . . . . • .I�� ".:-�. ^'.' I': �� Q ^- .. '' -,• �. PROVIDE A9{NIMUM QF TWO BOLTS PER .
<br /> � � � � � � �'�L' ' �� � � ^ PLATE IMTH ONE BOLT NOT LOCATED
<br /> ,� � ' �a � y ' : a.. -. ' v.� �a ;�. , ,d� : • •n . ;A . •� •i `�. •g� . � e . � . �1 � � ,
<br /> � ^ ^ .. ,' , v • . ' d • . • . , n ' .
<br /> SCALE: NONE ^ • �. �,• � . „ . . � .a . 'a 4 , : „ : � '^ ^.. . �!ORE THAN 12 INCHES OR LESS 1FIAN . ;
<br /> J _ SCAtE: NONE tl SEE DET AL�8�THIg�0l�E END. 10 .
<br /> SCALE: NOIVE
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<br /> - - 10 BOTTOM PLATE NAILI�lG PATTERN 11 TYPICAL ROOF FLOOR SHEATHING LAYOUT � 2 . �
<br /> ❑ �
<br /> ❑ TYPICAL SHEARWALL NOMENCLATURE ELEVATION
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