|
SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING 1N/ HEM-FIR STUDS AND HEM-FIR PLATES ,
<br /> e WqLL pqNd Flp.p BOITOM PLA1E Ri�l � BLOqtING TO TOP PI:ATE CONN. FRAMING FOi1NDATl�1 ANCH�2 BtKT �
<br /> SFIEARWAtL PER PLAN TIPE EDGE NAlL1NG NAIUNG � AT ADJOINING �L{. PLATE SPAGNG �
<br /> ; (1) ROW BQTTOM PLATE NAILING PER (3} ROWS SHEATHING NAIIJNG 0.148"x3.25' LTP4 DIRECT A35 ONLY Q PAIdEL 5/8'� DIA. o
<br /> RE: 14/S1.1. dc 10/51.1 S'�IEARWALL SCNEDULE RE: 14fS1.1 dt i0/S1.1 � � ROWS �ACING T��L TO FRAN}1NG EDGES � � 7" E�iiBm � °'
<br /> RE: 2/51.1 RE: 14jS1.1 & 10/51.1 P6TN 7�16" SHT. 6" O.C. 12" O.C. (1� 4" O.C. 4" O.C. N/A N�A 2x � 48� O.C. _ � ' .
<br /> FOR BALANt� ONE SIDE 3x 48 O.C. , �
<br /> OF SECTION � RE: NOTES ECT10N 06160 RE: 2/51.1 pg 7/16" SHT. 6" O.C. 12" O.C. (1) 4' 0.�. N�A 24" O.C. 16' 4.C. 2x 2x 48; O C. ti � 4 U ;
<br /> FOR BALANCE
<br /> FLOOR DI/tPNRAq►� EDt� NAIUNG � ��¶� ONE SIDE 3x 48 O.C. � w
<br /> �: NOTES SECTI4M �16a � P4 7/16' S�-IT. 4" O.C. 12' O.C. (2) 6" O.C. N/A �6' O.0 12' O.0 (2)2x OR 3x � 32' O.C. v .
<br /> 2x BLKG. W/,148'DIA.x3 � 3"� ONE SIDE 3x 4Q" Q.C. _,�' o �
<br /> 2x CONT. RIM BLOqC TO RINI 7 16" SHT. • , e • , " ' � C°
<br /> P3 � 3 O.C. 12 O.C. (2) 4 O.C. N/A 12 O.C. 10 O.C. (2)2x OR 3x � 24! Q.C. � :�< o
<br /> � ONE �DE 3x 22 O.C. ; . � � �
<br /> CtMIT. 4x RIM 7/16' SHT. 2' O.C. " * M . 2�c 18" D.C. '���` �. N � �
<br /> SHEARWALL PANEL EDGE NNUNG P2 12 O.C. (3) 6 O.C. N/A 10 O,C. 10 O.C. (2)2x 4R 3x 3x 24" Q.C. � o
<br /> pEN 2x C�VT. RiM F�ER SCHE�ULE P� ONE S�DE �, � v �
<br /> 2P4 7/16� SHT. 4" aC. 12' O.C. (3) 5" O.C. N�A 1Q" O.C. 10" O.G (2)2x OR 3x � 20" OC. ,,°� � � ,..� ' .
<br /> BO�Ii �DES ,,�,��,�:. W �
<br /> RIM/BLOCKING TO T� PLATE� RIM/BLQCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE ..,
<br /> CONN. PER SHEARWALL C�IN. PER �iEARWALL Sq�lEDt1LE �3 7/16' SHT. 3' Q.C. 12' O.C. (3) 4' O.C. N/A 8" O.C. 8' Q.C. (2)2x OR 3x 2x 12# Q.C. � � �
<br /> �N. � ��W� A35 TP4 W 12 Q.131' DIA. X 3x 16 O.C. � �, �
<br /> SCHmULE A35/LTP4 W/(12) SCHEDULE A35/LTP4 2 �� �� ) BOTH SIDES � � � .
<br /> w/(�2) oa3�• oi�. x 2 �/r • � g• o.c. ', -�-' U �
<br /> 0.�3�' �a. x 2 t/2' �2 �/�s �r. 2' a.e. �z' o.c. (3) �' o.c. t�/A s' o.c s' o.c. (2)� � 3X 3X jr o.c. �^ � 'z" �
<br /> S�I E A R W A L L P E R P L A N �IEARWALL PER PLAN S H E A R W A L L P E R P L A N B O T H S I D E S �
<br /> SCALE: NONE SCAIf: N�+tE Ul °�° �
<br /> SHEARWALL SCHEDULE NQTES: � �
<br /> TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNEGTION ,. STUDS SHAtI NOT BE SPACEQ �IORE 1HAN 16• o.�.. .� LL _ � ...�. �:
<br /> 0 P 6 TN �C P 6 0 P 4 & P 3 0 P 2 2 P 4, 2 P 3, 2 P 2 2. R�: s�.o �c-no� os�oo "ROU(�H FRAMING" FOR RE�IIRED WAIl STUD AND PLATE SPECIES AND GRADE v .
<br /> � 3. RE 51.0 SECTI�V 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WAil SHEA1HiNG, THICKNESS AND GRADE ALL SHEAR WALL PANELS SHALL BE APPLIEQ QlRECTLY T4 FRAMING. T �� ; �
<br /> 4. SHEATHING PANELS �tAY BE INSTALLED EIIHER HORIZONTALLY �t VERIICAlLY iM1H ALL PANQ EDGES BAqCED/BLOqCED WITH 2" NOMINAL OR WIDER FRAl�ING. SEE NOTE 5. U .
<br /> 5. FRAMiNG MEMBERS RECEIVING EQGf NAILING FRQM ABUTTING PANELS SHALL NOT BE LESS 1NAN 3' NOMINAL AND NAILS SHALL 8E STAGGERED F4R All SHEARWALL f�ARKS IXt:EPT 'P6'. J
<br /> PROVIDE 3X3X0.229" PLA�E 6. ihMERE PANELS ARE APPUED ON $OTH FACES OF A WALL AN6 NAIL SPACING IS LESS THAN 6' O.C. OW EfTHER S�DE� PANEL JOINTS S'FIALL BE OFFSET TO FALL ON DIFFERENT FRA�IING I�EblBERS � `� ��
<br /> WA�IER 0 EA. ANqiOR (TYP. FOUNDA�ION Sitl PLATE AND STllOS FRAMING SHALL BE 3' NOMINAL OR THICKER AND NAiLS SFIALL BE STAGGERED.
<br /> _ .
<br /> U.N.O.) PER SFIEARWALL St�IEDUIE (T1fP.) 7. NAILS F�t PLYWOOD AND 0� PANEL �Dt�E AND FlELD NAlL1NG SHALL BE Sd COMMON (0.131'� X 2 1/2'�. .
<br /> 8. NAItS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25'�. �
<br /> 9. FLOOR DIAPHRA(�I NAiUNG SHALL BE PLACED BETIti'EEN THE SPA(�NG CALLED OUT FOR BOTTQM PLATE NAfUNG. DO NOT OVER NAIL THE BLOqCING. " �
<br /> ""'"' (� ��,�
<br /> 10. ANqi�2 BOLTS SHALL BE GALVAPIIZED 5j8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE PQUR. WET STICKING dF ANt�OR BOLT$ IS NOT ALLOVVED. 3 •�W",l o .
<br /> 11. GALVANI� 3' X 3' X 0.229' (MIN.) PLATE WA�IERS ARE REQUIRED AT EACH ANt:HOR BOLT - S'EE 8 THIS SHEET FOR PLACEMENT REtK11Rf�tENTS. RECfSSING PLAlE YVASHERS IN PLAIES IS NO3 ALLOWED. ,� ,�`��
<br /> , 12 LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1 j2' (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2� dt 3. � � . .::�� � a
<br /> qp�(�� g�T ppZ �{�Wp,�.� • ' ' � 13. A35 FRA�,IIING ANt�.ES SHALL BE INSTALLED WITN 12-8d X 1 1/2' (0.131" X 1 1/2'� NAILS. RE: DETAILS 1� 2, dc 3. � � ` � a z
<br /> �q�p�� • � ,• • • --- 14. ALL NAILS INTO PRESSURE TRFATED Y�OOD S'HALL BE HOT-DIPPED GALYANIZED COtVFORMING TO AS�uI 153 OR STAINLESS STEEI.. � o ' o
<br /> ' ' . o ° 15. ALL Y!'�D IN CAiVTACT YdITH CQNCRETE OR MASONRY SHALL BE PRESERVATIYE TREATED. cf���.�,� r�'~
<br /> , � •� � ' ° 16. IMiERE BOTTOM PLAlE NAIUNG SPECIFlES A SPACING OF 4 INCHES OR LESS NAILS SHALE. BE INSTALLED IN TWO ROVyS OFFSET 1/2 INCFf AND STAGGERED. ?�
<br /> ' • .• .� a° ° a 17. GALVANIZEp EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERI(�t BEARING AND PARTY WALLS. ,� '
<br /> a-.: a =` ` ` ' � ' � � 18. 2-2x'S IN LIEU OF 3x S AT PANQ. EDGES ACCEPTABLE PROVIDED STUDS ARE ATTAqifD PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING.
<br /> Q '� :. ' :��-a � � e �. a .� • ° � 19. WHERE BU1LDiNG OFFIqALS ALLOW, OSB SFIEATHING MAY BE APPIJED OVER 1/2" OR 3/8' GYPSt1M WALL BOARD PROVIDED SHEATHING IS NAiIID N71H 10d NAILS (0.148" DIA X 3" L�IG)
<br /> � � � � a � �� � `� 14 SHEARWALL SCHEDULE �
<br /> .�. ' • • a .' . •• . • • a
<br /> S RIM JOIST HEAD-OUT Fa2 �a ' '_'.d' . • • ��- � . � � � `- � �n
<br /> a PLU�lBING, �iECH., ' '� � � � � �
<br /> F DAII PLAN ° PLYWOOD RL�F SFIEATHING d o o r� o � n
<br /> c�o d�`- o � M dN-
<br /> A ��� M
<br /> � E T C. SCALE: 3/4' = 1'-0" SIMPSON LTP4 10 0 0 � � M �
<br /> � _� _ S I M P S O N L T R 4 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 G E N A I U N G
<br /> 3 - i --------- ---- - i- W/(12) 0.131' DIA. X 2 1/2" WHEN APPU@ DIRECT TO FltAMING W �
<br /> �; ; Q ; 0 TYP. SH EARW A L L AN C HO R B O LT TO CONC. �,� ��,m o,� �,�,�� T R k 1 S S �S T B L IX�(!N G w �
<br /> m , � , tino / � ti .
<br /> SCALE• NONE
<br /> i � � NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE QF BOTTOM ' _ o ,n
<br /> i �' i PLATE QN S1DE(S) WITH SHEATI-11NG. PROVIDE STAGGERED/OFFSET . __ ^ ___ _____ _ _ . BLOqCING tXN+INEC�ION TO � � ,
<br /> � 0 TYPICAL SIMPS�N LTP4 -- - -=-� -------- � - _ __ - - -..-. .:-:- .-.'.-�.�.-e T� PLATE � o
<br /> i � PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. -r --�J-�------�;�---'� � . ��; ¢ �
<br /> i i U210 HANGER - j----�--� ----�------jr----- . .
<br /> � , � �►. �D � I I 1 I I I I I -U- I.�:�:�.�.�.�,�.�.�:�(��•: : � o
<br /> i i � ( ( I ( I ( ( fRAMING AT 5 7 �'i�...............��`� -f- � � o
<br /> � � �'1 I 1 I'i I'I � P�a �s �.�.:. . . . . . . .:�:�:.�. s o � .
<br /> U210 HANGER
<br /> , I I i l I l �f`I' I•1-.-.�..-.-.�.�.�.�.f'I.'l• � ;
<br /> i � 2x10 ,�ST PER PU►N � I I 1 I I I I I I � I"1"-�.'-:-:.:�:.�.��f.1-t� w � �
<br /> � � P � s s I I ! 1 I I I I I I I'�:-_�:�.�_�_�_-:�:�(•j�:F' N z a ¢
<br /> � � (16' O.C. U.NA. PER o 0
<br /> , � � _ �'I � - - '1- - ' -- �'I � W � ¢
<br /> cn o � � q
<br /> � � ��� � N W . �. J. i� f. . Q � � m �
<br /> s�r�wa� B�ra�o �a� � _ I. .�.-_.�_�.�.�.�.�.� � �,
<br /> I I C- -I C` �--•--- � � � o W �, �
<br /> Q � � �o Q � Q �¢ s��vt wau scH�a. t�. � i I t I i i 1 I � � Q � .
<br /> � � � � � �N C�d11NU0US COtL STRAP�c � ( � � � � � � o ``' S � Q
<br /> -o � � c n c n c n D R A G S T R U T P E R P L A N �
<br /> � i 1'-4' 1':4• i � � _ � c; : i�� � 1 ( � c�.> to � a
<br /> , � fOR J�ST SPANS UP TO � W W W '
<br /> � � 11'-0'�, A SINt�.E �IST Q n Q v W JOIST PER PLAN - TYP. I � NOTE: z .r r� cv �
<br /> i i MAY BE HEAD OFF TO N W N W Q I MINIMUM SIZE OF S'�IEATHING „ �
<br /> A D J A C E N T S�N q.E J O I S T S o- a►- � -4
<br /> i i Q Q� � gqLL P Yyyp, �g -�'-DEDtCATE STUD BAY AT
<br /> � � � PLYWOOD I-1.�?R SHEATHING- NOT SUPPORIID BY END Of' �EARWALL F�t
<br /> i � : s : $ RE: NOTES �160 Ha.DOWN.
<br /> i i FOR JO{ST S'PAN� z z z z fRAMING 1�EMBER. . . . . . . .
<br /> � � BE�V 11'-0' AND o l/ � ' o 0 o Q B4TTOM PLATE CONNECTION . . . . . . ...".E��..�j
<br /> i � 16'-Q' ADD ADDITIONAL '' 8 ��'.....'...�.�...'. . •�.
<br /> i i 2x10 JOIST ADJACENT TO BLOClqNG OR BEAM RE: 1, 2 �t 10/S1.1 � �;�.. . . . . . .:.:.I.�.'�. .
<br /> i i HEAQ OUT. PER PLAN � �'� � 1. . . . . . - . .f. : ADD'L STUDS FOR HOLDOWN �
<br /> i 1 3/4' MIN. 1 3/4' �fIN. 1 3/�4" MIN. 1 3J4° MIN. w DIAPHRAGM EDGE NNl1NG � ��.�,�_�_•.�,�,�.�.�{•�-,�� PER SCHEQUIf. ��
<br /> + � 2" MAX. 2" MAX. 2' MAX. 2" MAX. 1 3/4 �i(N. �IEARWqLL gEYO�iD pER � �. . . . . . . . . . .(. . �{
<br /> z ' ' NOIE: ,lQIST HEAu-Ot1T iS � " �AX. sHEARWAII saim. Trn. ( I ( � I ( I.�. . . . . . . . . ( I °
<br /> � � � i,l (,I I.� I!�_:_:�:�:_::::;�:::i'I � CC�
<br /> o., � � - FOR UNIF�RMLY LOADEQ � I { I f ( I . . . I I �I'�
<br /> � ' -----,--- --T^_---- �- �oa� ,�srs oNLY *Co�vnNUouS coiL s�� I I I i I I I I� I•I
<br /> � �_� I 1 .�.�.'.�.�.�.�.�.� � � CtMIT. 2x RiM ^ ,
<br /> i _ _ i DRAG STRUT PER PLAN F �.. . . . . . . . . W/BLIX�(ING IF REQUIRED V�!
<br /> --L --------- --------- 1-- z ,� Z � Z � Z ; �I; I I I I .... . , . . .�
<br /> , , f I I � I � �I �
<br /> 3 i i � �1 � i�l � � �� i'� /� I - I - -- � -
<br /> s P r i x s � � *W20 �1�. �.� � � J.� ��.. "L:'
<br /> � r �`.� • • • ! • • • • i� � • • • . . .•
<br /> m � r ^ �� ~ � = WALL BELOW o.��s" �ia x 2 �j4• aT s• o.c. WALL ABQVE
<br /> �q�Ep BLflqCING QR CONT. RIM COMNEC?ION �
<br /> PLAN - JOIST HEAD-OUT 2�c4, 3x4 PLY QNE �DE 2x4, 3x4 PLY T4V0 S�DES 2x6, 3x6 PLY tNVE S�DE 2x6, 3ac6 PLY TW4 S1DES (14) 0,148" DIA. X 2 1/4` AT Ta T4P PLATE ��
<br /> SCALE: 3/4' = 1'-0' SCALE 3/4' = 1'-0" SCALE: 3/4' = 1'-0' SHEARWAIt _ - - - - - - HOLD0I�JN PER PLAN � .
<br /> __.T. _ __,_ ��_ .^ __� ._ • � SEE SCHEDULE RE: 10/51.2 �
<br /> 7 TYPICAL JOIST �IEAD-OUT DETAILS 8C] ANCHOR BQLT PLACEMENT DETAILS 0 TYPICAL DRAG STRUT DETAILS -��----� ----�n----�rr---- ----�----����.-:�l=.-r'. � PROVIDEPANELATNAIUNG '
<br /> ❑
<br /> � I I 1 I i i I I -�•l. I.�.-.-.�.�.-.�.�.-.-��I � AT aD oF WAu.. s[uQS �AT �
<br /> i. EXTERIOR BEARlNG � � ( ( I � � � � FRAMING AT 5 � �'t.....:.:.:...�.�.��'� f ATTACH TO HOLDOWNS TYPICAL . ��
<br /> suPPORT �'I I 1 I'I I'i I P�a �s �.�..-.'.�.�.�.�.'.'.�.� . �
<br /> ( I I ( ( ( ( �' I'J�.'.�.�.".�.'.�.�.f. 1 AT ADJOlNING PANEL EDGE.S PROVIDE � �
<br /> „ ( PANEL EDt� NNUNG AND FRAMING PQt
<br /> SIN. 0 (2) 2x FRAMING AT ��) > >/2" (2) 1 1/2" CONT. 3 1�� I ��T I I �^ i� I( �� � I� � i� I I c� � I R�F f F100R SHEATHING NOTES � � ( 1 ( l I 1 I ( � � ��.-.. ...` . . �. � �
<br /> CONT. RIM RIM PLUS BLOCKING SOLID ` �i �\ �i �•� � I ( � � � � � ' ' . _ ,..�.� _�: S'HEARWALL SCHmULE STAGGER NAILS) OO � �
<br /> �,�aHING P�a mc�s. RIM I -� I I I i I I I �i I. . . �.�- - . �' .
<br /> �� BELOW BE�OW � � I I - - 'I- - -I -- I � 1.1.. . . . . . . . . . � BLOqC A!1 PLYl�i'04D EDt�S NOT � � �
<br /> BELO ( ��� I( ���� I I i BOUNDARY NAILING AT R�F OOR PERIMETER, AT Ca+iT. I -� --� j--- ' - ,.�.� ' � �
<br /> I i� I( �� (I i� (I ��, �I �� � 1. PANEL EDGES (B.N.) � � I ( r � � �^ � � - I SUPPORTEa BY fRAMlNG k1EI�iBERS AND U 4� ¢i
<br /> �� � � � � �-1 I I 1 I i I I i Na�z w/Pnria mc� N�uNG � 7 �►
<br /> �` � , , •'..., � .
<br /> RIM To BLot�aHG I �� I I '� I( � I I � (( i ( � P�d � ���NG (P.EN.) AT nt1 mc�S oF ALL PLYu� � I I I I I I I � �/ O
<br /> = ( i'� �I \� I I �� I I ��� 1 I ��� � ��� AT SUPP�2T5 AND AT IN�ERIOR �IEARWALLS � � I 1 I I . . . .'...:.'. �.-; GALYANIZED ANCHOR BOLT RE 5/51.1 ^ � �
<br /> �� �� �, .148"DIA.x3' NAILS � J �, ,� �
<br /> �w �„� � � 3'OC TYPICAL �w � � (I �K �I ��-Q I INTERi�t FlELD NAll1NG F N i2' O.C. AT BEARING SUPPORTS �.� I I FlELD .' .�.�.�.'.�.-.'.�.�.1.�(� W/ 3 X 3 X 0.229 GALVAMZED WAS'HER � ''� p � °
<br /> ,�,_ �.,_ ,,, _ �• 3. � • •� NAIUNG DIA. �ACING PER SHEARWALL SCHEDULE.O N
<br /> � � � �. � { �.�. . . . . . . . . I �.. � � bA
<br /> �-N �-N �-� I �� l I � 1 I � I I � I I �. 1
<br /> ��I I �'� I I �� �� �� �( �'�. 4. SEE PLANS FOR PLYWOOD 1Hi(�CNE�S & NAIUNG SqifDULE � I l (��.�.-_�.-.•.-_��•_ ���E� FOUNDAl1QN �LL PLATE � ,� �
<br /> I �) I.fi.-_-.. . . . . .�.�'.F. STAGE�Ft NAItING � .� `�
<br /> 1 i/4° 3/4" i ~��,� l i ��� I I ��� I I .-�� i i \�� � 5. �.oNG D���t�oN oF' �� sHAu. �UN P�t�nlcut.nFt i i i i I i i'1-�:. .:.:.:.:.:...�"I;r� �: ��►�w,atl. SCHmU� Fat �zE O O •�"'' � O
<br /> � � ��1 � �` TO TRUSS FRAMfNG dc FLOOR FRAMING.
<br /> 1 ROW 2 ROWS 3 ROWS � � �� >� ��"'�� . I 1 I ( ( I I . . . . . . . . .�- --.; � � �
<br /> I � I I ��, I( �' (I � �I i'�I 6. M I N. E D G E D I S T A N C E F O R N A I L S S H A L L B E 3/8 I ( I I I I I I I I���.�.�-'.�.�.�.' � . . H�DOYVN ANCHOR PER PLAN
<br /> C NTERED ON C NTERED ON C NTERED ON �' �, � � i ' •� � SEE SCHEDULE RE: 10 51.2 � � �
<br /> R I M B E L O W R I M & B L K G B E L a W R I M B E L O W I �� I( '��(I �'' 1 I �� I I �i I . . , , I�� I�I I�� I I � ( �._.:.•__�:,: :,�� . I
<br /> 7. M I N I M U M P L Y W O O D S'I-I E E T S�Z E 2-0 X 4-0 � I I � I � I � I 1 � � �.�. . . . . . . . �.�. � C C 3 � b A
<br /> 8. NAILS SHALL NOT BE OVER DRIVEN I � I I I ( � I. - . . : :�.�.�. .0� CONCRETE FOUNDAl10N � �..� � �
<br /> P6TN & P6 P4 cgc P3 P2 _JL-- --- .-11--- . L---- -- . ��__ , , '����:�� � • � ' .
<br /> c • - I . . � � w a�
<br /> � • n . d �� v • . '��•• ' ' � o ' ' • � ' • 1' � "�' � ( � � -r . ,
<br /> � ,,. I .^ e . � . � ( �Q ; ' - � .� a f �. �� ! � !� .• ^ '� � � � PROVIDE �IlNIMUM OF TYI� BQLTS PER
<br /> • � ` � �' ,n •�'�. ' � -. �' ' �� � ' - � a . � � ' PIATE VKTH tN1E BOLJ NOT LOCAlED
<br /> „ .' ^ � � ' �a ' .. � , . a�, -. . • a�. . .a.- : ' � 4 . �' �� .• ^ �• �� • „•� � •. . ' • . �: ,� �1�tE THAN 12 INCHES �t tESS 1NAPI
<br /> .� •" �. � ' . � . . � -" • <a . ` . ^ • .. � . � (7} B(N...T DIAMEIERS FROM THE ENtD.�
<br /> SCALE NONE SCALE: NO{�tE SCALE: NONE - SEE DETAIL 8 7HIS SHEET
<br /> 10 11 TYP��AL ROOF/FLOOR SHEATH�NG LAYOUT 12 TYPICAL SHEARWALL NOMENCLATURE ELEVATION� ' �
<br /> BOTT�M PLATE NAILING PATTERN ❑ C
<br /> ;
<br /> ,
<br />
|