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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W� HEM--FIR STUDS AND HEM-FIR PLATES
<br /> S'tfEARWALI PER PLAN TYPE m� NAI�IJNG B�N�NG� OO RII� OR BLOqtING TO T� PLATE CONN. AT ADJO NING �LL PLATE �SPA(�GaT �
<br /> (1) ROW 801'T�4 PLATE NAIUNG PER SHEATHlNG �
<br /> (3) ROVHS N���G 0.148 x3.25 L1P4 DlRECT � �LY Q P�� ��8 p�� �
<br /> RE: 14/51.1. dc 10/51.1 SHEARWALL SCF1mULE RE: 14jS1.t dc 10/S].1 � � ROWS SpAqNG TUEMAIL TO FRAMING EDGES 0 � 7" EMBED �
<br /> RE: 2/51.1 RE 14/51.1 & 10jS1.1 P6�y 7/16" SHT. 6" O.C. 12' O.G. (1) 4" O.C. 4" O.C. N/A N/A 2x 2x 48° O.C. �
<br /> FOR BALANCE pNE SIDE 3x 48' O.C.
<br /> � �C?lON P� Fl.00R SHEATHING RE: 2/S1.i • . . . • ' °�
<br /> RE: NOTES SECTION 06160 pg 7j16 SHT. 6 O.C. 12 O.C. (lj 4 O.C. N/A 24' O.C. 16" U.C. 2x � 48 O.C. U .�
<br /> F�2 BALANCE °
<br /> FLOOR DlAPNRA(�u( @GE NAtLING- pF �CTIpN ONE S�DE 3x 48'� O.C. , ';' Z �
<br /> � � - a� �
<br /> �
<br /> RE: NOTES SECT10td 06160 �4 7/16 SHT. 4" O.C. 1Y O.C. (2) 6' O.C. N A 16" O.G. 12' O.C. (2)2x OR 3x � 32» O.C. v
<br /> � 3x 40 O.C. ,��.....:
<br /> 2x BLKG. Wf.148"DIA.x3 � 3"OC ONE SIDE �, � �
<br /> �
<br /> BLOGC TO RIM 7/16" SHT.. . • , * « 2x 24" O.C. ' � o
<br /> 2x CONT. R1M P3 3 O.C. 12 O.C. (2) 4 O.C. N/A 12 O.C. 10 O.C. (2)2x OR 3x 3x 22' O.C. �
<br /> ONE SIDE a � y �
<br /> CONT. 4x RIM 7 16' SHT. • • . 2x 18" O.C. � rn �
<br /> S�iEARWAl1 PANEL EDGE NAILtNG P2 1 2 O.C. i2 O.C. (3) 6 O.C. N/A 1Q" O.G 10' O.C. (2}2x OR 3x • C°
<br /> PEN 2x CONT. RIM RER SCNEm1LF QNE S�DE 3x 24 O,C. � �
<br /> PEN � +'
<br /> . �
<br /> �4 7/16" S�IT. 4' O.C. 12" O.C. (3) 5' Q.C. N/A 10' O.C. 10' O.C. {2)2x QR 3x 3x 20' 0 C. `k � � �.
<br /> RIM/BLOqCING TO TOP PLATE RIM jBLOt�CING TO TOP PLATE RIM/bL�qNG TO i� PtATE BOTH SIDES . " W �,
<br /> CONN. PER SHEARWAl.L CONN. PER SHEARWALL CONN. PER SHEARWALL S(:FIIDULE �,3 7/16" SHT. 3" 4.C. 12" O.C. (3) 4' O.C. N jA � • 2x 12' O.C. ''`":�"'"�`;. � � � ,
<br /> SCHEDULE A35/LTP4 ��1P4 W/(12) 0.131 DIA. X BOTH SIDES 8 O.C. 8 Q.G (2)2x OR �x �x 16' O.C. � � �
<br /> St�imULE A35/LiP4 W/(12) w/(�2} oa3�• ��a x � � 2• , � � +, x .
<br /> 0.131' DIA. X 2 1/2' �
<br /> 7/16 S'hIT. 2 O.C. 12' O.C. 3 . „ 2u 8 �O.C. U � �
<br /> �'2 � � 3' O.C. N/A S O.C. 6 O.C. (2)2x �t 3x 3x 92 O.0 � z �
<br /> S�-IEARWAII PER PLAN SHEARWALL PER PLAN S'FIEARWALL PER PLAN BOTH SIDES -� o 0
<br /> SCALE NONE SCALE: NONE ' � .
<br /> TYPICAL EXTERCQR SHEARWAL sHE�wA� scHEau�E No-�s: � � �
<br /> L CONNECTION TYPICA� EXTERCOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION �. STUDS �IALL N4T BE SPACED MORE THAN 16• o.�.. ,
<br /> 0 P6TN & P6 0 P4 8c P3 3 P2 2P4 2P� 2P2 � � ��� 3 �T���
<br /> ❑ 2 RE S1.0 SECIl�I 06100 ROU(�I FRAMING FOR REQUIRED WALL STUQ AND PLATE SPEqES AND GRADE
<br /> i � � 3. RE: 51.0 SECTfON 06160 "WOOD SNEAIHING" FOR REQUIRED SHEAR WALI. �IEATHING� THICKNESS AND (�ADE ALL S'FIEAR WA11 PANELS SHALL BE APPUED OIRECTLY TO FRAMING. � �' �
<br /> 4. SHEATHING PANQS MAY BE lNSTALLED EITHER HQRIZONTALLY OR VERTICALLY WITFf ALL PANEL EDGES BAt�t�/BLOCKED IMTH �" N�AINAL OR WIDER FRAMING. �E NOTE 5. �,> U `. :`z�;" .. ` ' �
<br /> 5. FRAMIN6 MEMBERS RECEIVING EQGE NAILING FROM ABUTTiNG PANELS SHALL NOT BE L.ESS THAN 3" N�IINAL AND NAILS SHALL BE STAGt�itEQ FOR ALL S�-IEARWALL MARKS IXCEPT '�P&". �
<br /> , �� «.; »..3�` ,
<br /> PROVIDE 3X3X0.229' PLATE 6. Y�HERE PANELS ARE APPLIED iMi BOiH FACES � A WALL AND NAIL S'PACING IS LESS THAN 6' O.C. ON EITHER S�DE� PANEL ,101NT5 SHALL BE �FFSET TO FALL ON DIFFERENT FRAMiNG MEMBERS OR °� �> =r-
<br /> RAM � . :.. �:- ;,.;�� °::.�. ,:
<br /> r c.;_�.:.�1�,1� �
<br /> WASHER � EA. ANCHOR (TYP. F�NDATI�{ SILL PLATE AND S1UDS FRAMING SHALL BE 3 NOMINAL OR THIqCER AND NAiLS 5'FIAtl BE STAGGERED. "
<br /> U.N.O.) PER SHEARWALL SCHEDULE (TYP.) 7. N�ILS FOR PLYWOOD AND OSB PANEL EDGE AND FlELD NAIUNG SNALL BE 8d GOt�MON (0.131' X 2 1/Y}.
<br /> & NAILS �OR BOTTOA� PLAlE FRAMING SNAtL BE 12d COMMON (0.148° X 3.25'). u,
<br /> 9. FLOOR DIARHRAGM NAILING S'FIALL BE PLACED BETWEEN THE SPAqNG CALI.ED OtlT FOR BQITOM PLATE NAILING. DO NQT OYER NAIL THE BLOCKING. �
<br /> 10. ANCH�t BOLTS SHALL BE GALVANIZED 5/8' DlAMETER A-307 ANQ SHALL BE S'ECUREQ IN PLACE PRIOR TO t�N(�tETE POIJR. WET STICKING OF AN(�tOR BOLTS IS NQT ALlOWED. S ,�'j �
<br /> 11. GALVAN(ZED 3" X 3" X 0.229" (MIN.) PLATE WASFIERS ARE RE(�11RED AT EACH ANqiOR BOLT - SEE 8 1HIS SHEET F� PLACENIENT REQUIREMENTS. RECES�NG PLATE WA�iERS IN PLATES tS NOT ALLOf�'ED. f`�� �
<br /> , . 12 LTP4 fRAMING PLATES SHALL BE INSTALIID IMTH 12-8d X 1 1/2' (0.131' X 2 1/2") NAILS. RE: DETNLS 1, 2, k 3. '� ~ ; `�
<br /> ANCH� BQLT PER SHEARWALL • ' � �---'�' 93. A35 FRAMING ANGLES SHALL BE INSTALLEQ VN1H 12-8d X 1 1/2' (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2, & 3. �� ' ' a �
<br /> SCHEDULE • • • . ' •' 14. All. NAILS INTO PRESSURE TR�AlID WOOD �IALL BE HOT-DIPPED GALVANIZED CONFORMING TQ AST1� 153 OR STAINLESS STEEL. N w ' � �
<br /> � ' � � . o ° � 15. ALL WOOD IN C�VTACT IMTH CONt�ETE OR MASONRY SHALL BE PRES'ERVA�iVE TREATED. ���� r�'�
<br /> , n •� � ' ° 16. WHERE BOTTOM PLA1E NAIIJNG SPEGFIES A �AqNG OF 4 INCHES OR LESS NAILS S'FtALL BE INSTALLED IN TWO ROWS OfFSET 1/2 INCH AND STAGGERED. ?�
<br /> " �' <� ° 0 17. GALVANIZED D(PANSION ANCH�RS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOt�d1ED AT INTERIOR BEARING AND PARTY WALLS. ,�
<br /> a=� ° '` � � � � 1& 2-2x`S IN UEU � 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED S1UDS ARE ATTACHED PER 10/51.2 S�M. AND B01TOti1 PLATf NAiLiNG.
<br /> " '�. :. ' :d�a � - . :a • '°• � a : .- ° ° i9. 1MiERE BUILDING �FlqALS AILOW, 0� SFIEATHING MAY 8E APPLIED OVER 1/2" �t 3j8" GYPSU�! WALL BOARD PROVIDED S'FI£ATHING IS NAIIID WITH 10d NAILS (0:148" D!A X 3'� LONG) �
<br /> . • , • . • a• 1
<br /> � � �� �`� � � - � � � -� � �=� � � � � ° � SHEARWALL SCHEDULE
<br /> .a . . I � � � � � N
<br /> � RIM JOIST . HEAD-OUT �OR .'.a° ;. . �. .-
<br /> PLUMSING, MECH., -" ' , �' � o�o o c�a `�I ^
<br /> � � FOUNDATt�V PER PLAN PLYWOOD R0� S�IEA7HING Q � � � o
<br /> � SCALE: 3/4" = 1'-p' SIt�PSON ETP4 �� A �c �r o � M �
<br /> � _ DIAPHRAGM EQGE NAILING � .
<br /> 3 --i - --------- ---- - ;- S I M P S O W L T P 4 W�(1 2) 0.1 31` DI A. X 1 1/2' •- �- M •-
<br /> 0 TYP. SH EAR WALL AN GH OR BOLT TO CON C. w�c,2� 0.131• o�A. X � ,i2" WHEN APPLIm aRECT TO FRA�AING w �
<br /> � � YtMEN APPLIED OVER SHEATING d
<br /> m � � i 2x10
<br /> TRUSS/�fST BL�KING �,, o
<br /> SCALE: NONE ''
<br /> �
<br /> � �i � NOTE: PLATE WASHER SHALL EXTEND WfTHIN 1/2" OF EDGE OF BOTTOM - - - BL�KING C�dNEC110N TO a�. 'n
<br /> i `� � PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET 6 TYP I CAL Sl M P SON LTP 4 • • • •. • • � ! w \
<br /> i � PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASH�RS AS REQUIRED. ❑ - ----.- � --- . - ---,- • - � ' � �-=� � � � � � T� P�� J �,o�
<br /> � � u2�o Hnr�c� -r 1-------I Tl- _f r___ -�-�___ -�-•�-. . . .�. .�. .�-.�:
<br /> �. ao I I I 1 I I I I I -�- I.�:�.�.�. .�.�.�.�.�(�I•. . � a
<br /> i i � I I � ( � � � FRAMING Al' 5 7 ��1.-.�.•.�.-.-.�.�.��•� .f� p = H
<br /> �
<br /> i � '---u210 HANt�R �'I I 1 I') I'I � PANEI. EDGES �.1.:...:...:...:....+_�:.�. 5 0 °
<br /> � � f I I I I I T�' I•l�.-.�.�.'.�.'.:.�.I'L�l• �
<br /> ; i 2x�O �asr Pat Puw I I 1 I i i 1 I i � i.a•.•.•.•.•.�_•.• -I-1'�. � W J �
<br /> � �
<br /> (�s' o.c. u.r�.a P� � a : : o $ � I I f I i i ( i i ( i��:-.�.�.-.�.-.-.-:�j•j�f� Z z a Q
<br /> � � P�� � �W SHEARWAil BEY�iD PER � �'I I --;. ��--�-- � _= I'� I 1_. : : . . � . . . . ; ¢ � � � �
<br /> � A
<br /> Z � � W W I I I- -1 t` ''-'I C-- ! I ( � �
<br /> � � � 2��0 � Q � �� s�� w� sc�m. rrn. � I I 1 I 1 I i i � � o �'
<br /> N � _ � � ��' C�t��UouS coiL Srw�* � i i f I i i 1 o W 5 � �
<br /> o � , . , . i cn v� � <n : DRAG STRUT PER PLAN �'I ( 1 I I � c�i �o � a ¢
<br /> � 1-4 1-4 � FOR �IST SPANS UP TO � w w `�w � � � � • � � �
<br /> ; ' 11'-0", A SINGLE JOIST Q � ¢ �W JOIST PER PLAN - TYP. I � N07E: � o z �
<br /> � i MAY BE HEAD OFF 1'4 U, � �, ��,
<br /> i i AQJACENT SINt� JOISTS � � � �� � MINIMUM SIZE Of SHEATHING i,_4� z �r M c� w
<br /> � � Q Q 5�-IALL BE 2-0' X 4-0" -�-T--�DmICATE STUD BAY AT
<br /> i i : n $ $ � r PLYWO� FL�R SHEATHING BLOqC ALL PLYWD. ED(�S END OF SHEARWALL FOR �-
<br /> � � z z z z FRAM NG b1�BERBY
<br /> RE: NOTES 06160 HOLDOWN.
<br /> � � FOR �IST SpANS � �
<br /> � � � �
<br /> i � BETWEEN 11'-0' AND o �� M • o 0 o S BOTfOM PLATE COI�INECTION . . . .'. . . .� I;�•
<br /> i � 16-0 ADD ADDI110NAL 0 RE: 1, 2 & 10/51.1 .�..�._.�.-.�.-.�.�. . �.
<br /> � � 2x10 �ST ADJACENT TO BLOaqNG � BEAM .� �;�. . . . . . . . .f.�.�f;
<br /> i ; HEAD OUT. 1 3�4° MfN. 1 3/4'° MIN. 1 3/4' MtN. 1 3 f 4" MIN. � 3/4' MIN. P� P� DIAPHRAt�ul EDt� NAILING . . .
<br /> � � � ( ( 1..................�. '. . ADD'L STUDS F� H�.DOVPN �
<br /> 2 I�AX. 2 MAX. 2 MAX. 2 MAX. SHEARWALL BEYOND PER ( � ('j.......:...:......� � .�. PER SCHEDULE. r��i
<br /> I I 1.-.�.-.�.�.�.�.�.
<br /> Z ; ; " MAX. �E�tWAu.. SCHm. t�. I I I I � I I}�.'.�.�.�.-.�.�...I'� • CC�
<br /> i � NOTE J�ST HEAD-OUT IS
<br /> a i i FOR UNIFORl�LY LOADED . . .I E
<br /> � _ �. �ooR ,�aSrs oN�.Y I I I I I I I. . . , . . . . . .I � -�-,
<br /> � ------- -----^- �cCONTINUOUS COIL STRAP I I �.�.�.�.�.�.�.�.'.� � .f. CONT. 2�c RIM
<br /> --+- - - -+--
<br /> (' ' W LOCKING IF REQUIRED Q�
<br /> � - - � oRAG s�Ur Pa� �uv I I 1 I I I � 1. - . - : • . - -I� /8
<br /> �__ , .
<br /> Q --L �--,----- ---------- Z � . . . . .
<br /> 3 � � � �� � ; � �i � '�' ;�; I l I I i I I - - - . . . . .�,�
<br /> „ , „ „ _1L --- - - 11 - �.L - � -- L-- � �
<br /> 1 I e n : : ai � n u �. .�.2� - L' _
<br /> � n � ^ ^ � ^ � ` Q.�TVr D�t'1. A 2 �`Y� f11 6w V.C. • • • • •
<br /> �° WALL BELOW WALL ABOVE
<br /> STAGGERED --- BLOq(ING (?R CONT. R(M C�tNECT1QN
<br /> PLAN - JOIST HEAD-OUT 2x4 3x4 PLY OME SIDE 2x4 3x4 PLY TWO �S 2x6� 3x6 PLY E�tE �DE 2x6, 3n6 PLY TWO SIDES (14) 0.148" DIA. X 2 1/4" AT TO T� PLATE �� �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0' SCALE: 3/4° = 1'-0" ��W� - - - - - - - HOLDOWN PER PLAN �
<br /> TYPIC JOIST HEA -OU DETAIL �-_---_ _----'---_=-=--_ _--=�--__=�--'.-.-- � � S�m�� � ,���-� cc3
<br /> 07 AL D T S 8� ANCHOR BOLT PLaCEMENT DETAfLS �]9 TYPICAL DRAG STRUT DETAILS -�� i �n �� � ����.�.�.�.�.�.�:�fi'. � PROVI
<br /> DE PANEL AT NAIUNG �
<br /> � I i 1 I I I f . I -�L I.�.�.- � � � - � � -{�I � AT �a oF wAu. sruaS �nT
<br /> �. EXIERIOR BEARING � I I ( I I ( 1 I FRAMING AT 5 7
<br /> I'1.�-�.�.�.�.�.�.�-��•I f AITACN TO HtH..DOMVPIS IYPICAt . ��
<br /> suPP�T �'{ I 1 I'I I'1 � P�Q �ut�s �.1.......:.:.....:..�.� � �
<br /> 3 1 2" ---- ----. ----- ---- �--- � I ( 1 1 I I 'n' I•a.�.�.�.�.�.�.�.�.f. 1 AT ADJE�NING PANEL EDGES PROVIDE � �
<br /> SIM. � (2) 2x FRAMIN6 AT (1) i 1/2° (2) � 1/2° CONT. f I �`� �( i� (I �� �I �� � ( I � I I I I I ( � ���.:.�.�.�."._.� � . . PANEL EDGE NAIUNG AND FRAMING PER
<br /> SOLID � � � �I � I ROOFjFL�t S�iEATFtING NOTES � . . .- _ . -; SHEARWALL SCHEDULE (STAGGER NAILS) � ^ ,
<br /> ADJOINING PANp. ED(�S. CONT. R1M RIM PLUS BLOCKIN� RIM ( �� II�' I I � 1I � 2 (I '�.�� � I I I I I I I I ( ( '.�. . . . .�. .�. � I��- �✓ � ,'�
<br /> BELOW B£LOW 'I I - - ��-- - -I' -- I�� 1.1�.�.'. -"-�.�.". I� '. BLO(�C ALL PLYWOOD ED(�S NOT �i �
<br /> BEL4W ( �TI� I( �� I I � BOUNDARY NAIIING AT ROOF/FLOOR PERIMETER. AT t�M1IT. ( - - �
<br /> I ��! I I ��� I I �''� I I ��� I I �.�� l 1. paNa �ac�s (B,N.) � I I I�-` -I C`- -''"'I t"'' - I ' �. suPPOR�o BY �x,�Ir�G r�atBQtS aND N ¢,, .
<br /> � � � r � i �. � S I � 1 � 1 � � ( NAIL W/PANEL EDGE N�ILING � 7 � �
<br /> PANEL ED(� NAIUNG P EN.) AT ALL EDC�S OF ALL PLYWOOD � ] I ( I I I I •'� �
<br /> RII� TO BLOCICING = I �„�� �I '��\ �I ���' I I ��� �I �,�� 1 2 �� AT S'UPRORTS AND AT INTERIOR SHEARWALLS �') ( 1 I I � . - GALV 1 .1 � � �
<br /> �J �J �, .948"DIAx3' NAII.S � J �, � i I I � I� � I I � I I � � � . . . . . . . .� � .� ; AN ZED ANCH� BOLT RE; 5/S1 �
<br /> �„� �W � � 3'OC TYPICAL � W �` •� J I il'K I I �-�- 3O. 1 � • ( I I FlELD � .'.�.-.�.�.�.�.�.E.1.-[ W/ 3 X 3 X Q.229 GALVANIZED WASFIER r"� p +-'
<br /> �� �� � � I`�� I I i� I I �� (I .�'� (I �� � 3• �NTERIQR FlQD NAfLING (F.N. 12 O.C. AT BEARING SUPPORTS i ( NAlLING (�j.�.-.-.�.-.�.�.'.C-�' DIA./SPAqNG PER S'FfEARWALL SCNEDULE. 1C� �� � � �
<br /> �� I I •�� �( �� I� �� {� �'� 4. SEE PLANS FOR PLYWOOD THI(�WES.S Et NAILING SqiEDUCE 7 ' . . ' �
<br /> ( ( I.�.-�-��.-����.���. �I��. FOUNDAl10N SILL PLA'fE � '�..:�' �
<br /> 1 1 j4" 3/4° �� i� �� .�� �� 5. Lt�VVG QIMENSI�1 OF PLYVVOOD SHALL RIfN PERPENDICULAR � �� �.�.. . . . .. .�.�.�����.f. STAGt�R NAIUNG � � �
<br /> I I � 1 I I I I I I 1.1. . . . . . . . .�.�.r. �: s��tw� scH�ou� FOR �z� OO .� v� �
<br /> I \`����' I I `����� � 2� TO TRUSS FRAMING & fL00R FltAMING. ...."......... � �
<br /> (1) ROW (2) ROWS (3} ROWS � .
<br /> II II I II
<br /> I �i' I I �� �I �� I I �� I I .��� 6. MIN. IDGE DISTANCE FOR NAILS SHALL BE 3 f 8" ( I I. I.I I ( ( I I'1.:.:...:.�.'.: : . : ' HOIDOWN ANCHOR PER PLAN � � �
<br /> CENTERED ON CENTERED ON CENTERED ON I �.� I) �� (I � II �.� II i� I (�I I I I I I I�� (��� � � � � � � � SEE SCHEDULE RE 10/51.2 ^ l � � �
<br /> RIM BELOW RIM & BLKG BELOW RIM BELOW � � � � � � V�
<br /> �` � 7. �INtr�uM �YwoOD sH�t' s�� 2'-0" X �'-0' I I I I I I I I I I I I I'fi.�.�. .�.�.�.�.�. �.t' CC3 � bA .
<br /> 8. NAILS �IALL NOT BE OVER DRIVEN I 1 I I I I (� _:�:-::._:�.-'� � �C. C(�dCRETE FOUNDATION � .� �N �'
<br /> P6TN & P6 P4 �c P3 P2 _�L__ . ____11___ L____ __ 11__ L.�.� � � w �
<br /> t • ^ • . 4'�• '� ' , '• •a•.• ' - • ' (a • ' • • . ' I• n ;3(. �..• I • a • • ' .
<br /> - �. I .^ 6 n . ( `a ' ' • . ' • a E • . �• '� .• " � • PROVIDE M1NIMt1M OF TWO BOLTS PER
<br /> - � � � � .G •.�d. � '. � � �� . " � a .� � � ' PLATE 4Ff�H UN� B�T NOT LOCATED
<br /> � ,' � - � �� � ' .. : a-. -• :� •� . ,�� • •'d.. : � � ' ;� . '� '� .. " �• � . � „.� A .. - � ' • �.. _• MORE THAN �2 INt�IES OR L.ESS 11iAN ,
<br /> � � . � . •" '� '� � . � . . • •� . a ' • - " • " � �. � . ' (7) B�T DIAMEtERS fROM THE END. 10 .
<br /> .. SCALE: NONE s�qLE; Npt�� �p�; ��E - SEE DETAIL 8 THIS SHEET
<br /> 10 AIL�NG PATTERN 11 TYPICAL ROOF/FLOOR SHEATHING LAYOUT � 2 � TYPICAL SHEARWA�� NOMENCLATURE ELEVATION '
<br /> ❑ BOTTOM PLATE N ❑ ❑
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