|
SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> ���� P� P� Wqu. ppNQ }�p� gpTTOM pLqTE O RIM OR BLOCICING TO T� PLA1E CONN. FRAtulING FOIfNDATI�i AN(�IOR BOLT Q,
<br /> _ ��� ��� BOTTOM PLATE NAIUNG PER �E SHEAIHING m� NAIUNG NAIUNG , „ AT ADJOINING S�LL PLATE S'PAqNG Q
<br /> RE: 14/51.1. dc 10,�S1.1 SHEARWAIl SCHEDULE (3) ROWS NAIUNG 0.148 x3.25 LTP4 DIRECT A35 QNLY 10 PANEl 5/8' DIA. �
<br /> RE: 14/51.1 dc 10/51.1 � � ROWS SPAqNG TOENAIL Tp FRAMiNG mGES � 1� 7" �gEp (1� aa
<br /> � RE: 14/51.1 d� 10/S1.1
<br /> RE: 2/51.1 PS7N 7/16" SNT. 6" O.C. 12" O.C. (i) 4' O.G. �4" 4.C. N�A N/A 2x 2x 48' O.C. �
<br /> �
<br /> FOR BALANCE PEN FLO� SHEATHING ONE SIDE 3x 48" O.C. . �
<br /> � �Cn� RE NOTES SECTION 06160 FOR BlALAN(� pg 7/16" S'FIT. 6' O.C. 12" O.C. (1) 4' O.C. N/A ' '-'
<br /> fL� DIAPHRA(� mGE NAIUNG pF ��� fMiE SIDE 24° O.0 16" O.C. � �x 48" O.C. Z a
<br /> RE: NOIES SEC11tN�1 O616Q 7/16' SHT. * - °? ^
<br /> 2x BLKG. Wj.148"DIA.x3 � 3"OC P4 QNE SIDE 4" Q.C. 12' Q.C. (2) 6" O.C. N/A 16" O.C. 12' O.0 (2}2x OR 3x � 4p' O.C. � v
<br /> 2x (�NT. R1M BL�IC TO RIM 7/16" SHT. . • . * . 2x 24" O.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 , : � o
<br /> ON� S�DE 3x 2 2 O.C. , u� ,ri
<br /> , � � �
<br /> CONT. 4x RIM
<br /> S�IEARWALL PANEL fDGE NAILING P2 7/16" �IT. 2' O.C. 12� O.C. 3 • 2x 18" 4.C. n;� � � co
<br /> PEM 2x CONT. Rlk! PER SCHEDULE P� ONE SIDE � ) 6 Q.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x 3x 24° O.C. �;� ' � .� �
<br /> 7/16' SHT. 4' O.C. " M 2x 16' O.C. :�� �U� �
<br /> 2P4 12 O.C. (3) 5 O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x • �
<br /> RIM/�LOqqNG TO TOP PLATE� �IM f BLOCI(ING TO TOP PLAlE RIM/�LO(�CCING TQ TOP PLATE �dTM �D�S 3x 20 O.C. ��� W � �
<br /> C4NN. PER SHEARWALL St9-IEDULE 2P� / ' 3 O.C. 12 O.G (�) 4 O.C. N •.•
<br /> (�NN. PER SHEARWALL C4NN. PER SHEARWALL A35/LTP4 W/(12) 0.131` DIA. X 7 16 S�(T. • • , �A � „ 2x 12" O.C. - - o
<br /> SqiEDULE A35/LTP4 BOTH SfDES 8 O.C. 8 O.C. (2)2x OR 3x 3x 16' O.C. � � �
<br /> SCHEDULF A35/LTP4 W/(12) 2 1/2" � �, �n
<br /> w/(�2) 0.131� oia x 2 �/2� ;��, x �
<br /> 0.131' DIA X 2 1/2" �,2 7/16" SHT. 2' p.C. 12' O.C. (3) 3" O.C. N A • ' � g ¢.C. U � `�
<br /> S`FIEARWACL PER PLAN �-IEARWALL PER PLAN BOTH SIDES 3x 12 Q.C. ��;�i� � '� �
<br /> SHEARWAl1- PER PLAN f 6 Q.C. 6 O.C. (2)2x OR 3x ao
<br /> SCALE: NONE SGALE: N�IE �, o cQ
<br /> TYPICAL EXTERIOR SHEARWALL GONNECTION TYPICAL EXTERIOR SHEAR sHEARwA� scHE�u�E Nor�s: � � �
<br /> WALL CONNECTION TYPfCAL EXT�RIOR SHEARWALL CONNECTION ,. STUDS SNALL NOT BE SPACED MORE 1HAN 16• o.�..
<br /> 0 P 6 TN & P 6 2 3 2 RE: St.� SEC110N Q6100 "ROU(�i FRAMING' FOR RE4UIRED WALt STUD AND PLATE �ECIES AND ('RADE. -
<br /> � P4 8c P3 • .
<br /> Q P2 2P4 �P3 2P2 3. R . �,.o ���� o6,so „� � ,
<br /> > > > E SHEATHING E RE(�1 RED SNEAR WAt1 S'FIEATHING, TNIGCAIESS AND t�2ADE ALL SHEAR WALI. PANELS SHALL BE APPUEd DIRECTLY TO FRAM(NG. I- �..
<br /> 4. SHEATHING PANELS MAY BE INSTALI.ER EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/�LOCKED iM1H 2' NOMINAL OR WiDER FRAMING. SEE NQTE 5. U ' ,�
<br /> 5. FRAMING MEMBERS RECQVING EDGE NAIUNG FROM ABUTIING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGt�RED FOR A!1 SHEAkWALL MARKS IXCEPT 'P6'. ' ��-�: �..` .
<br /> P R O V I D E 3 X 3 X 0.2 2 9" P L A T E 6. WfiERE PANELS ARE APPUED ON B4TH FACES OF A WALL AND NAIL S'PAGNG IS t.ESS 'MAN 6" O.C. ON ElTHER SIQE� PANEL J�NTS SHALL BE OFFSET TO FALL �V DIFfERENT FRAMING ME�IBERS OR =
<br /> WASFIER � EA. ANCHOR (TYP. FOl1NQAl10N SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMlNAL (�t THICKER AND NAILS SNALL BE STAGGERED.
<br /> � U.N.O.) PER Sh1EARWALL SqiE�ULE (TYP.j 7. NAILS FOR PLYWOOD AND OSB PANEL fDGE AND FlELD NAiIING SNAIl BE 8d C�lMON {0.131' X 2 1/2').
<br /> 8._ NAILS FOR 80TTOM PLATE FRAMING SHALL BE 12d COMMON (Q.148" X 3.25").
<br /> ' 9. FLOOR DIAPHRAGM NAILING S'�IALL BE PLACED BETWWEENN THE SPAGNG CALLED QUT FOR BOTTOM PLATE NAILiNG. DO NOT OVER NAIL THE BLOqpNG. �
<br /> 10 ANCHOR BOLTS SHAtl BE 6ALYANIZED 5/8" DIAMETER A-307 AND SNALL BE SECURm IN PLACE PRi�t TO t�ICRETE POUR. �VET STICKING OF ANCHOR BOI.TS IS NOT ALLOWEQ. 3 r� o
<br /> 11. GALVANIZED 3" X 3" X 0.229' (NIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SfE 8 THIS SHEET �OR PLA(�MENT RE(�111REMENTS. RECES�NG PLAlE WA�lERS IN PLATF.� IS NOT ALtOWED. ,� � -�
<br /> 12 LTP4 FRAMING PLATES �IALL BE INSTALLED iMTH 12-8d X 1 1/2" (0.131" X 21/2") NAILS. RE: DETAILS 1, 2, & 3. � ~
<br /> ANCH�2 BOLT PER S'FIEARWALL • • �� � _----�--'" 13. A35 FRAMING ANt�LES �IALL BE INSTALLED NATH 12-8d X 1 1/2" (OJ31' X 1 1/2'� NAILS. RE: DETAILS 1, 2� & 3. �� • ' '"�. � �
<br /> ���� � , • .' o .' • 14. ALL NAfLS INTO PRESSURE TREATED W0� SHALL BE HOT-pIPPED GALVANIZED COMFORMING TQ ASTA� 153 �2 STAINLESS STEQ.. � �,, • - �r� Z
<br /> ... • ' . � 15. ALL WOOD IN COMTACT IM7H CONCRETE OR MASONRY S�IALL BE PRESERVAIIVE TREATED. . �,���� �o
<br /> ° • • ° 16. VNiERE BOTT�1 PLATE NAlL1NG SP�GFlES A SPA(�NG OF 4 INCHES OR LESS NAiLS SHALL. BE INSTAl1ED 1N �IIO ROWS OFFSET 1 f 2 INCH AND STAG(�RED.
<br /> � '' °a � � 17. GALVANIZED IXPANSION ANCHORS OF SIMILAR. DIAMETER AND EIuIBEDMENT AIlOWED AT INTERIOR BEARING AND PARTIf WALLS. �'b�
<br /> e ' . . . ' • • . o �
<br /> a��.:. ' a a; ,e• a, ,Q .' • 0 18. 2-2x'S IN LlEU � 3x S AT PANEI EDGES ACt�PTABLE �OVIDED STUDS ARE ATTACFiED PER 10/51.2 S�M. AND BOTTOM PLATE N�IUNG.
<br /> - . , • Q ' . .a �e a .' ° 19. WHERE BUILDING �fICIALS ALLOW, OS'B SHEATHING MAY BE APPLJED OV�R l/2` �2 3�$" GYPSUM V�dALL BOARD PROVIDED SHEATHING IS NAILED 1M1{�I lOd NAILS t0.148" D1A X 3' LUNC��
<br /> Z HEAD-W� F� . a •a. - '�° . . � n. � .' ' ° � 14.. SHEARWALL SCHEDULE
<br /> � � � �
<br /> � RIM JOIST �� BING, NlECH., • "' .- ao o � � r�
<br /> � FWNDA110N PER PLAN • � � � � � N
<br /> PLYVI�D RQOF SFIEATFIING ¢ � � � o M �
<br /> cc �t o .-
<br /> • n- SCALE 3 4 = 1'-0' S�MPSON LiP4 A � �„� ,�
<br /> a --�- - --------- ---- - 1-- SIMPS�1 LTP4 W/(12) 0.131' DIA. X i 1/2' DIAPHRA(�ul ED(� NAIUNG o o .- � � r
<br /> ; ; a ; a TYP. SH EARWALL AN CH OR B OLT TO C�N C. w�{�z} 0.�3�* o��. � 2 �12" WHEN APPLIED DIRECT TO fRAMING W �
<br /> m � � ! 2x10 VVNEtV APPLIED OVER S�IEAi1NG TRUSS/JOIST B��NG a o
<br /> � � i n SCALE: NONE F-
<br /> � i i NOTE: PLATE WASH�R SHALL EXIEND WITHIN 1/2 OF EDGE OF BOTTOM �
<br /> � `� � PLATE ON SIDE(S) WITH SHEATH.ING. PROVIDE STAGGEREDjOFFSET BLOqCING C�INECTI�! T4 a�.
<br /> ❑ �
<br /> ' 6 TYPICAL SIMPSON LTP4 - = " �- = = ' = = = ' ' �=� ' �
<br /> � i U210 HANGER P�,�+�EMENT AS SHOWN ELSE OVESIZE PLATE W�SHERS AS REQUIRED. _� - - --- --- - - - - ------ - T� P(,q� � o
<br /> ! � Ea. �� ' �----- ----�----�r---- -----r-�-----�;�-..-.=;.:.: ; ..�; Q �
<br /> � � � � � ( � � � (.�.�.�.�.�. .�. .�.�����. .
<br /> U �
<br /> � 1 � � ' ) � ' �.
<br /> � F FRAMING AT 5 � ��1.-.�,�.�,�.�_-.�.��•��.f� o � H
<br /> � � U210 HAN(�R ��I I �. I'I I'I ( PANEL EDGES �.�.'.:.:.:.:.:.:.:.:�:�:.�. � � a
<br /> � � I I I I 1 I I �1�' I•��.-.'_'_�.�.�.�.�.I'I,i• w �
<br /> 2x10 ,bls'r PEtt PL.�►N � I I 1 ! I I I I I I I�l��'����-�•����'���f�1'�� `� cn
<br /> • ! � (16" O.C. U.N.O. PER s w r : W � I � ( � ( � E � � � �'�.�_�.�,�_�.-.�.�_��•��E' N �`z� � ¢
<br /> z i � P�) � c"i�w SHEARWALL BEYOND PER ��) I - - '�- •- -- I'� I.1.. . . . . . . . . . ; � � � � A
<br /> a < < v�o � W J W Q s�� w�u sc�m. n�. I I (_j-j� _�_..� �..._•--•- � � � ..-. � � _ �
<br /> � � ' � � W �-� � i 1 1 I I II i a � Z �
<br /> o i � c.�� 0. � � CUNTINUOUS C�L STRAP�c � I I I I 1 I I w � cr� � v'
<br /> �
<br /> � . , . � `�, "' P "' : DRAG STRUT PER PLAN �•) I 1 ( I � o � i a
<br /> i 1-4 1-4 � fOR JOIST S'PANS UP TO W � � W � .
<br /> � � 11'-0", A SINGLE JOIST � _ � _
<br /> � i MAY BE HEAD OFF TO � N �� �� P� P� - �� ( ' (
<br /> 1 1 so"n W � �� I NO�: z et M N W
<br /> � MINIMUM S�ZE OF SHEATHING
<br /> � i ADJACE�IT SlNGLE �ISTS o- �N SHALL BE 2'-0" X 4'-0" 1'-4°
<br /> �-"--DEDtCATE STUD BAY AT
<br /> i i �; °¢- P L`r V V 0 0 D F t Q O R S H E A 7 H l N G BLOCK Alt PLYWD. EDGES END � SHEARWALL F�2
<br /> � i $ : $ : RE NOTES 06164
<br /> NOT SUPPORTED BY
<br /> i r FOR JOIST S'f'ANS z Z z ?
<br /> FRAM(NG MEfuIBER. H�DOWN.
<br /> i � $ETWEEN 11'-0" AND o 1/ � . o 0 0 ' ��'
<br /> BOTT�I PLATE CONNEC1101d �_ � �� �:
<br /> i i 16'-0" ADD ADDITIONAL Q8 �. . . . . . . . . �.
<br /> � � 2x10 �ST ADJACEPIT TO BLOq(ING (N3 BEAM RE 1, 2 dc 1Q/51.1 •� �;{........:...:.:.:.f.�..t;
<br /> � � H� �T 1 3/4° MIN. 1 3/4" MIN. 1 3 f 4s �iIN, 1 3/4" MIN. �� �N ( � � �.1. . . . . . . . .�. ' ADD'L STUDS �OR HOLDOWN �
<br /> i � ° ° • • 1 3 4° MIN. DIAPHRA(�I ED(� NAIUNG ( (�.'.'.�.-.�.'.�.�.�(•���-� PER SCHEDULE. � ��
<br /> i � 2 MAX. 2 MAX. 2 MAX. 2 MAX. � SHEARWALL BEYOND PER I I I I � I.�. . . . . . . . .�.I.�.� + �
<br /> s��wnu. sc�m. rn�. I I 1�.�.�.-.�.�.�.�.-.
<br /> a � � �UN�ML�ioAu� �S I 1 I I I Ir {�I
<br /> i i i1�R ,10151'S ONLY I I'I 'I 1 I'� � ��.�.-.�.-.�.�.-.-.1.1 � �
<br /> a --+- --------- --------- �-- *CONTINUOUS COIL STRAP
<br /> _ .��
<br /> - I I �. . . . . . . . . � CtN1T. 2x R!M ^ �
<br /> � --------- � • . . DRAG STRUT PER PLAN I ( I 1 I I I I� f') W LOt�CING IF REQUIRED
<br /> Q � --------- 1-- z � z ; z ; z ; � � f- •.• • • . • • • � �V
<br /> --L ( � � � � � O ( ' �.,. . . . . .' .
<br /> 3 ' ' � = g � � �s � �i �� *cs2o -�L -- - 11 _ J.L 1,_ � . .�.-.�.�. .�.
<br /> � ' ' � � � � ^ • • • �� • • • �• �� • � • . .• � �
<br /> m _ _ � WALL BELOW �As� x 2 �/4" AT fi" o.c. WALL ABOVE e�oaatvc aR c�'r: RiM
<br /> PLAN JOIST HEAD OUT cortrvEc�aN r�
<br /> 2x4, 3x4 PLY ONE �DE 2x4, 3x4 PLY �WO S�DES 2x6, 3x6 PLY (�VE SlDE 2x6, 3� PLY TIKO StDES (14) 0.148" DIA. X 21/4" �T Tp TOP PLATE ��
<br /> SCALE 3l4" = 1'-0" SCALE: 3/4' = 1'-0` ��W�- ' �
<br /> SCALE: 3/4' = 1'-U" - - - - - - - HOI.DOWN PER PLAN
<br /> � TYPICAL JOIST HEAD-QUT DETAILS 8 ANCHOR BOLT PLACEMENT DETAILS 9 -=-• --• - =-= � -=-- ___ ^�__-_ _�=-_�,� . � S�m� RE 10/51.2 cc�
<br /> ❑ TYPICAL DRAG STRUT DETAILS --� ---- -___ ____ �_ .� _ �.�......:.:.....: . �
<br /> ❑ i� I Tl �T �T 1 �
<br /> PROVIDE PANEL AT NAILING
<br /> 1. EXTERIOR BEARING � I I 1 I ( I I I �. (.�.�.'.-,�.-.�.�,�.���� � AT EPID � WALL SNDS 1HAT �
<br /> I I I I I I I FRAMING AT 5 � ���.�.�.'.�.'.'.�.�.�I`I f A T T A C H T O H O L D O V 4 N S T Y P I C A L , ��
<br /> s�uPPt�T �'I I 1 I'I I'I � P�wa �oc�s �.1.�.�,�.�.-.°.-.�.��.� �
<br /> I ( I ( I I '�' I �. . . . . . . . .�. -1 AT AQ,lOINING PANEL EDt�S PROVIDE
<br /> . . . . . . . . . -�
<br /> �M. � 2 2x FRAA4ING AT ( ) 1 1/2 (2) 1 1/2 CONT. •. . . . . . . . .
<br /> � n � 3 ��2" �-- ---i �--- --i •��-- ( { ( 1 � � ( ( � � � ����.'.�.�.�.'.�.� � . . PANEL EDGE NAlL1NG AND FRAMING PER �"�
<br /> � ) SOLID � �.. �� ��' (( �� �� �� 1� � ( R�F/FLO(�t S'FIEATHING NQTES � . . . SHEARWALL SCHmULE (STAG(�R NAILS) O � -
<br /> ADJOINING PANEL mGES. CONT. �IM RIM PLUS BLOCKING �. � � � � ( ( � � � � � � =�� '�'.�� �
<br /> � . . . . .'.'.�.��'��.�' �
<br /> BELOW BEL4W RIM I � �I �( (I � I I �I �. . . � �
<br /> BELOW I ��'Tf�.� I( ��1�� I I �i �, BOt1NDARY NAIUNG AT R�F/FL� PERIMETER, AT CONT. � I I - _.. �_- -_ �') �.�-..�.� � � � � � � � � BLOGC ALL PLYVVOQQ @GES NOT � � �
<br /> � � �'�`- I .�'' �( �� I I i� �I �� (I �� 1 PANEL EDGES (B.N.j � ( I r � � � - ( ' �- � SUPPORIED SY FRAMlNG MEMBERS AND Q� �
<br /> � � � � � I I 1 I I I I I NAtt W/P�wQ mc� Na�uNc 5 7 v � �
<br /> R1M TO BLOCI(ING ( i� I I � I I � (I � I I i ( 2 PANEL EDt�.NAll1NG (P.f.N.) AT ALL EDGES OF Atl PLYYVOOD ( I I ( I � I I � '��"/"{ �
<br /> � �� �� r .148'DIA.x3" NAILS �� ' � �� �� �� i� �� �� SHEETS AT SUPP�TS AND AT INTERIOR SHEARWALLS �'� � 1 � � F-ti
<br /> �,4 �„o � ,� � o � � '( ��Ki I( �,�� � 3. , ( . . . . .- � - - GRLVANIZED ANCHOR BOLT RE 5/51.1 � U
<br /> ��.,., ��.,., �- � 3 OC TYPICAL �--0 3. IN7ERI�t FlELD NAILfNG (F.N.� 9Y O.C. AT BEARING SUPPORTS � I I I FlELD ... - . - • ...,-.�`J..[� W/ 3 X 3 X 0.229" GALVANIZfD WASHER �'� � O r"'
<br /> �� °-N °-N I ���, 1 I �� I I ,`� 1 I �� 1 I �� I N�UNG � •. � -a--� �
<br /> ( I"J�.'.�.�.�.�.�.�.�.�.�. DIA./�AqNG PER SHEARWAtl S(�iEDULE.O �
<br /> S
<br /> �� �I �� 1� �'� I� �r �I �� 4. SEE PLANS FOR PLYVI+OOD 1HlqWESS & NAfUNG SCFIEDULE � 7 . . bA
<br /> I.I I ����•������������� ��;� FOUNDATI�I SILL PLATE � � ,� �
<br /> i � .� � ( 1 I.�.�_�.�_�.�. .�.�.�1"I .f. STAt�ER NA�UNG �
<br /> 1 1/4„ 3/4" ��'� '' (I �'� I I i� �. 5, l�IG QIMENSION OF PLYVVOOD SHALL RUN PERFENDICULAR . t/1 �
<br /> I 1 I � 1 f � I I I I I I I I 1. . . . . . . : :I.�:t. RE sH�tWau sc�mU� FOR �� OO '�'"' � O
<br /> ,. � � � �` TO TRUSS FRAMING dc F100R FRAMING.
<br /> (1) R O W � ��` 1� �� I I�,.--.Q � I I I I _ I I I .*�.'.�.'.'.'.'.'. �
<br /> (2) ROVYS (3) ROWS ��.
<br /> C E N T E R E D O N C E N T E R E D O N C E N T E R E D. O N ( �� II � II �� II `�� II ,� I 6, MIN. EDGE DISTANCE FOR NAItS S'FIALL BE 3/8" I I I I � ( I I I I �-.�.�.�.�.�.�.' H�DOY�V ANCHOft PER PLAN � � �
<br /> RIM BELQW RIM & BtKG BELOW RIM BELOW ( i� II ���II i�' �� '�.� �I i� ( , „ , I�I I�I I�) I I�E (���.�.�.�.�.�. .�.� •� � � S��ULE RE: 10/51.2 ^ �
<br /> � 7. Mlr�IMU� PL�oo sHEer � 2-0 X 4-0" I I I I I I I I I I I 1 I'�...: .:.:.:.:.:. .f' � � � b Q.q
<br /> P 6 TN & P 6 P 4 8c P 3 8. NAILS SHALL NOT BE OVER DRIVEN � � � � � � I I. . . . . , . . .0. C�dCRETE FOUNDAIWN �,
<br /> . .� . _
<br /> � N ,,_,,
<br /> _JL_- ----11-- L---- -- 1�-- �L.����� � � W P�-+
<br /> •Y ^ a "
<br /> � • • • • • • • •
<br /> � • , ^ - °�)i ^ � :,A • -.� .a'•�: ' �. • II� • • , ' .Q . . . . ,�. 'v��• ..st. ,�..' ��. �� A. .. - ^'. , '. PROVIDE M(NIMUM t� TWO BOLTS PER
<br /> � . . • � ' ' ' o • p • �^. .d '�. �' . • � • . � ; . � � . ' a� � � ` - ^ , ' PLATE WI1N OP{E BQLT NOT LOCAIED
<br /> ^ ^ � � a' 'r • n o . ' ' Q � 'a . ' d a 4 .. . � . , n• J � : - A • .. ^' •• ��E �� �.2 INCHES OR I.ESS THAN
<br /> � (7) BOLT DIAIuIIETERS fROM THE END. 1�0
<br /> SCALE NONE SCALE: N(NIE - SEE DETAIL 8 THIS 5'FIEET
<br /> SCALE: NQNE
<br /> 10 BOTTOM PLATE NAlLIN� PATTERN 11 TYPICAL ROOF/FLOOR SHEATHING LAYOUT 12 - TYPI L SHEAR '
<br /> ❑ CA WALL NOMENGLATURE ELE�/ATION
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