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<br /> .
<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM--FIR PLATES
<br /> WALL PANEL FlQD BOTTOM PLATE � RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATIQN ANCHOR BOLT a,
<br /> � AT ADJQINING SILL PLATE SPAGNG �
<br /> SHEARWAlI PER PLAN TYPE �{Ep�{��y� EDGE NAIUNG NAILING Q��g•�25" L1P4 DIRECT
<br /> _ (1) ROW BOITOM PLATE NAll1NG PER (3) ROWS NAILING A35 ONLY 10 PANa- 5/8" DIA. o
<br /> RE 14/51.1. & 10/S1.1 SHEARWALL SCHEDULE RE: 14/51.1 dc 10/51.1 � � ROYVS SPAqNG TOENAII TO.FRAMING EDGES � � 7' EMBED � �
<br /> RE 2/51.1 RE: 14/Si.1 & 10/51.1 Pg� 7/16' SHT. 6" O.C. 12" 4.C. {1) 4' O.C. 4" U C. N/A N/A 2x 2x 48' O.C. �
<br /> FOR BALANCE ONE SIDE
<br /> � �C.�� PEN F100R SNEAINING � 7 16' SHT. 6" O.C. 12" O.C. (1 4" O.C. N A " " 2x 3x 48" O.C. "
<br /> RE: NOTES SECTION �160 RE 2 �'� P6 � � � 24 O.C. 16 O.C.
<br /> FOR BALANCE 2x 48� O.C. �� � U �
<br /> Fl.�2 DIAPHRAGM EDGE NAfUNG OF SEGTION ONE SIDE 3x 48 O.C. Z � �
<br /> R� NOTES SECT�Q(V 06160 P4 7/16" SHT. 4" O.C. 12' O.C. (2) 6" �.C. N/A 16" O.C. 12' O.C. (2)2x OR 3x 3x 40" O.C. v
<br /> 2x BLKG. W/.148"DIA.x3 � 3"OC ONE SIDE � o �
<br /> BLOCK TO RIM 7��g �{T „ , , » „ �
<br /> 2�t CONT. RIM p3 � 3 O.C. 12 O.C. (2) 4 O.C. N/A 12 O.C. 10 O.C. (2)2x OR 3x 2x 24� O.C. o
<br /> 3x 22 O.C. -� �` �a; ►ri
<br /> • ON� SIDE � '� �
<br /> SHEARWALL PANEL EDGE NAIUNG CONT. 4x RIM P2 7/16 SHT, 2" O.G. 12` O.C. (3) " 0. . A o
<br /> � 6 C W ' " 2 ZX OR 3X � 18` O.C. � N C!� cp
<br /> / �o o.c. to o.c. ( ) 3x �4• o.c. �
<br /> PEN 2x CONT. RIM PER SCHEDULE P� ONE SIDE � � � �
<br /> 7/16" SHT. 4` O.C. • 2x 16' O.C. �� °'
<br /> �4 BOTH SIDES 1� �.G. �3� � O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x 3x 20" fJ.C. �
<br /> R1M LQCI(ING TO TOP PLATE W � �
<br /> RIM/BLOCfQNG TO TOP PLATE� R!M/BLOq(ING TO TOP PLATE CO� PER SHEARWALL SCH�DULE 7 16" SHT. • » 2x 12" O.C. - o �
<br /> C O N N. P E R �i E A R W A LL C O N N. P E R S H E A R W A I l A35/LTP4 W/(12) 0.131" DIA. X 2 P 3 � 3 O.C. 1 2 O.C. (3) 4" O.C. N/A g" p,�, g' O,C. (2)2x O R 3x 3x 16' O.C. � � �
<br /> SCHEDULE A35/LTP4 2 ��2„ BOh1 �DES � �
<br /> SCHEDULE A35�LTP4 W/(12) W/(12) 0.131" DIA. X 2 t/2" � `�
<br /> 0.131' DIA. X 2 1/2� �,2 7/16' SHT. 2' O.C. 12' O.C. (3) 3° O.C. N/A 6" O.C. 6` O.C. (2)27c OR 3x 3x 2" O.C. � z �
<br /> SHEARWAIl PER PLAN SHEARWALL PER PLAN ShIEARWALL PER PLAN BO1H SIDES � o c�
<br /> .
<br /> sca�: No�E SCALE: NONE SHEARWALL SCHEDULE NOTES: � '� �
<br /> TYPICAL EX T E R I O R SH EARWA LL CONN ECTION TYPICAL EXTERIOR SHEARWALL C�NNE�TION T Y P I C A L E X T E R I O R S H E A R W A�L C�N N E�T I O N ,. STUDS SHALL NOT BE SPACED �IORE T1iAN 16» o.�.. _ _:- ::4.:��. ::,.,,. ,.
<br /> 0 P 6 TN �C P 6 0 P 4 8c P 3 � P Z, 2 P 4� �P�� Z P L 2• RE: 51.0 SEC110N 06100 `ROUGH fRAMING" FOR REQUIRED WALL STUD ANQ PLATE SPEGES AND GRADE. . . � ;
<br /> 3. RE: 51.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEAIHING, THICKNESS AND GRADE ALI. SHEAR WALL PANELS SHALL BE APPUm DIRECTI.Y TO FRAMING. ', � 4 ;�.�."'� .:' .'
<br /> 4. �IEATHING PANELS MAY BE INSTALLED EIINER HORIZONTALLY OR VERIICALLY 1MTH ALL PANq. EDGES BACKED/BLOCKED WITH 2" N�iiNAL OR V�IDER. FRAMING. SEE NQTE 5. �, U °�, ' ��
<br /> 5. FRAMING MEMBERS RECEIV(NG ED(� NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL 8E STAGGERED FOR ALL SHEARWALL t�ARKS EXCEPT "P6'.
<br /> PROVIQE 3X3XQ.229" PLATE 6. WHERE PANELS ARE APPUED ON BOTH FACES OF A WALL AND NAIL SPACING IS tESS TNAN 6' O.C. ON EITHER S�DE, FANEL JOINTS SHAIi BE OffSET TO ('ALL ON DIFfERENT FRAMiNG MEMBERS OR � � � �
<br /> WASHER � EA. ANCHQR (TYP. FOUNDA�ON SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMiNAL �t THICKER AND NAILS SHALL BE STAGGERED. ��``` ' ` "'
<br /> U.N.O.) PER SHEARWALL SCHEDULE (TYP.� 7. NAIE.S FOR PLYWOQD AND OSB PANEL EDGE AND FlEID NAILfNG SHALL BE 8d COMMON (Q.131' X 2 1/2"), _
<br /> 8. NAILS FOR BOTTOM PLATE fRAMING SHALL BE 12d COMMON (0.148" X 3.25"). �
<br /> 9. FLOOR DIAPHRAGIu1 NA(L1NG �-IALL BE PLACED BETWEEN THE SPAqNG CALLED OUT FOR BOTTOM PLATE NAIIlNG. DO NOT OVER NAIL THE BL�KING. �
<br /> 10. ANCHOR B�TS SHALL BE GALVAN(ZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET S1ICKING OF ANCHOR BOLTS IS NOT ALLOWED, 3 `�llr o
<br /> 1i. GALVANIZED 3" X 3" X 0.229" (M1N.) PLATE WASHERS ARE REf�l11RED AT EAqi ANCHOR 80LT - SEE 8 THIS SHEET FOR PLACEMENT REQU{REMENTS. RECESSING PLATE WASHERS lN PLATES 1S NOT ALLOWED. ,� . f�� '-
<br /> . 12, L1P4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS t� 2, & 3. '''
<br /> ANCHOR BOLT PER StfEARWALL • ' � � 13. A35 FRAIuIIING ANGLES SHALt BE 1NSTALLED WITH 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 1REAlID WOOD SHALL BE HOT-OIPPEp GALVANIZED CONFORMING TQ ASTM 153 OR STAINLESS STEEL. N w ' '� p
<br /> . ' � � � , o ° 15. ALL WOOD IN CONTACT WI1H CINJCRETE � MASONRY SliALL BE PRESERVATIVE TREATED. � � r��'
<br /> � • ° 16. WHERE BOTTOM PLATE NAIUNG SPECIFlES A SPAGNG OF 4 INCNES OR LESS NAILS SHALL BE INSTALLED !N TWO ROWS OFFSET t�'2 INCH AND STAGGERED. `�?��'
<br /> ' ° ° � 17. GALVANIZED EXPANSION ANCHORS � SII�ILAR. DIAMETER AND EMBmMENT ALLOWED AT IHTERIOR $EARING AND PARTY WAILS. '''�I,�
<br /> a:: .a �° � ` ' ' - • � � ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIQED SNDS ARE ATTACHEQ PER 10/S1.2 SIM. AIVD BOTT01� PLATE NAILING.
<br /> � a • •� ' :e'a � ' . • • a• � de . � ° 19• NMERE BUILDING OFFlqALS ALLOW, pSB SHEATHfNG MAY BE APPLIED OVER 1/2' OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WI1N 10d NAIkS (0.148" DIA X 3` LONG)
<br /> ' . . • �a , , • ; <.
<br /> � � �� ��� � � � � - � a .� � .�� .� . � � � � � 4 SHEARWALL SCHEDULE
<br /> � RI�I JOIST . .Q . F, � �• � � cn �
<br /> cn � tA sf
<br /> = HEAD-OUT f�t �° . ' �,d' . - .- o0 0 � �
<br /> \ � \ � M N
<br /> PLUMBING, MEGH., � a FOUNDAiI�! PER PLAN ° PLYYNDOD ROOF S�IEATHING ¢ o o ►'� o � �`
<br /> � ETC. SCALE: 3/4" = 1'-Q" SIMPS�+I LtP4 � A o o � r r �
<br /> � S I M P S O N L T P 4 W/(12) 0.131" DIA. X 1 1/Y DIAPHRAGM EDG'E NAILING � ..
<br /> 3 --� - ---�---�- -�-- - �-- [5� TYP. SHEARWALL ANCHOR BOLT TO CONC. w1c�2� a.,3," DIA. X 2 ,�2• a �
<br /> � � � � 2x10 WHEN APPUED OVER SHEAIING �� APPUED DIRECT TO FRAMING
<br /> w
<br /> m i o i „ TRUSS/JOIST BLOq(ING � w �
<br /> i NOTE: PLAT� WASHER SHALL EXTEND WITHIN 1/2 OF EDGE OF BOTTOM SCALE: NONE _ _ o �
<br /> i "' i PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET __ _ . BLOCKING CONNECIIQN TO � �
<br /> � � 6� TYPICAL SIMPSON LTP4 =� ' _- " __==-===-= ' ___ _=_-- -- =� � � � �-�'���=' TOPPLATE J o
<br /> PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASNERS AS REQUlRED. �
<br /> i i U210 HANGER r-- -� --n- --��-- --n- --�,�.-. . . . . , .I. Q �
<br /> . ' � � �. �� � i I 1 I ( I I I �- I.�.�.�.�.�.�.�.�.�..(.I•... " o
<br /> FRAMING AT Z
<br /> � � I I I I f I I I 5 � 1�1.�.�.�.�.�.�.�.�.��•��.�� � � o
<br /> i ' . �'I ( 1 I'I I'I ( PANEt EDGES �.�.:.:.:.:.:.:.:.:.:':�:.0. ; o a�
<br /> � � -U210 �ANc� � I I I I I I I '11�' I'1�.�.'.�.'.-.�.�.�.I'l.�t' � �
<br /> ; � 2xto ,�ST P�t �aN � I I 1 I 1 I I I I I I������-�������•�•��1�1*�� W J �
<br /> � � (16" O.C. U.N.O. PER ; o s r o � � I ( � � I + � � � �'�.�_�.�,�,�,�.�.�.�{•��}' Z z ¢ ¢
<br /> i � P�� c� n w SHEARWALL BEYOND PER ��� � -�--� �L--j-- � --- (�I �;},. : ; . . . . . . . ; Q N � � �
<br /> ¢ � � -� w J W Q sH� wA� scHm. �. I I r' � '�1 I- I I � � � �, N
<br /> N i � 2xto W � W �N � I 11 II II I = � o �. �
<br /> N � = a = � CONTIN�OUS COIL STRAP�C I I I I I I r
<br /> o W 5 � �
<br /> � i 1'-4` 1'-4' i � o : � o + DRAG STRUT PER PLAN i�� � j � � v o � aw. �
<br /> F O R J O I S T S P A N S U P T O W ,,,., W W
<br /> � F 11'-0', A SINGLE J41ST Q N .¢ � W JOIST PER PLAN - TYP. I � I NQTE: z �r M N w
<br /> - � � MAY BE HEAD OFF TO �- � a- ; I MIMIMUM SIZE QF SHEATHING
<br /> ; i ADJAt�NT SINGLE JOtSTS N � N �� SHRLL BE 2'-0" X 4'-0" ��-4„
<br /> � � ¢ �r`" BLOC.{C ALL PLYWD. EDGES �'-dm�GATE STUD BAY AT
<br /> i i � `n $ r � ' RE: NOTES 06160 NOT SUPPORTED 9Y HOLDOWN.
<br /> PLYWEmD FLOOR SHEATH(NG
<br /> i i FOR JOIST SPANS � Z z � FRAMING MEIdlBER. .
<br /> � � g � • . ���
<br /> i � BETWEEN 11'-0' AND o �/ M . o 0 o O BOTTOM PLATE CONNECTION . . . . . . . . (.�,
<br /> i i 16'-U' ADD ADDITIQNAL 8 .�'.'...'.'.'.....'. . �
<br /> � � 2yc10 �IST ADJA(�NT TO BLOCKING OR BEAM RE: 1� 2 & 10/S1.1 .` �;�:.:.;.;.�._.;.:.:.I.(.�t;
<br /> i i HEAD OUT. A • m • PER PLAN � ( � 1�1. . . ... . . .�. ; ADD'L STUDS FOR HOLDOWN �
<br /> i 1 3/4 MIN. 1 3j4 MIN. 1 3/4 MIN. 1 3/4 MIN. „ DIAPHRAt�ul EDGE NAILING � (� (•� • PER SCHEDIfLE. �
<br /> � � 2° MAX. 2° MAX. 2" MAX. 2° MAX. 1 3/4 MIN. $HEARWp,(1 gEYOND PER ' � �.'.�.'.�.�.�..",�. .� '�.� .
<br /> � � i NOIE: JOIST HEAD-Ot1T IS ° MAX. SHEARWALL SCHED. TYP. I I I ( ( ( I ( ('!���.�,•.�.�,�.•.��I'I • �
<br /> o.. � � FdR UNIFORMLY LOADED � �') ') I ('� I.�.'. . . . . . . .�I.I � ��
<br /> � � --------- -------- i Fl.00R JOISTS ONLY *CONIINUOUS CO(L S1RAP ( I �.�.�.'.�.'.�.�.'.` � CONT. 2x RIM ^ l
<br /> - � --i _ - _ i-- DRAG S1RUT PER PtAN I ( I I I I � I`1. . . . . . . . .�'� W/BLOCKING IF REQUIRED �L/
<br /> .
<br /> --L --------- --------- 1-- z �� z ��� Z �� z �� � � � ( � � � ' E ) �-�:�:�:�� : : : .� �� �
<br /> � ► � �; � ;; � �; � I _�.L - --- -�-� - 11- - -- -�- - :L.. : . . . .�: � �
<br /> 3 j j = �� A ; s '�� s �' � *C520 -- -
<br /> m ^ �� � ��� � � ^ `' 0.148" DIA. X 2 1/4' AT 6° O.C. • . • . . . • . • . . . • . . . .. ..
<br /> WALL BELOW WALL ABOVE �
<br /> PLAN - JOIST HEAD-OUT STAGGERED BL�ICING OR CONT. RIM CONNECTION
<br /> 2x4, 3x4 PLY ONE S�DE 2x4, 3x4 PLY TWQ SIDES 2x6, 3x6 PLY ONE S�DE 2x6, 3x6 PLY TWO S�DES (14) 0.148" DIA. X 2 1/4" AT TO TOP PU1TE �� �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0' SCAIE: 3/4" = 1'-Q` ��RWALL - - - - - _ - H�DOI�TI PER PLAN ,�}
<br /> -_- '' - --- -_-' - _-- ' -= ' SEE SCHEDULE RE: 10/51.2 `V
<br /> 07 TYPICAL JOIST HEAD-OUT DETAILS 8[� ANCHOR BOLT PLACEMENT DETAILS 09 TYPICAL DRAG STRUT DETAILS -��--�-� �-�-�n-��-�rr�-�- �---�n-T--������:�-�:-f'. � PROVIDE PANQ ATNAI�ING
<br /> ( I I 1 � I ( l I � �.�.�.�.�.�.�.'.�.'.���� p AT END OF WALL STUDS THAT �
<br /> 1. EXTERIOR BEARING � I I ( � � ( � I FRAMING AT 5 � �'1.�.'.�.'.�_'-�_�.��`I r. ATTACH TO HOLDOWNS TYPICAL . ��
<br /> . suPPORT �'� � 1 I'I I'I I P�� mc�S �.�.:.....:..........�:1 �
<br /> I . AT AD�INING PANEL EDGES PROVIDE �
<br /> � � ( � � � � � ( a.�.�.�.�.�.�.�.'.�. � �
<br /> „ � 3 1/2" ---- ---i �--- --i �--- � I I � I I I � I � ( �:�:...�.�.�.�.�.' � . PANEL EDGE NAIIJNG AND fRAtu11NG PER ^ � O
<br /> SIM. 0 (2) 2x FRAMING AT (1) 1 1/2 (2) 1 1/2 CONT. ( �� I) i I( � II i (I � I ROOF/FLOOR SHEATHING NOTES � � � SHEARWALL SCHEDULE (STAGGER NAILS) Q5
<br /> ADJQINING P�tNEL EDGES. CONT. R!M R!M PLUS BLOCKING SR MD I �`�. �( �� �I �� I( -�� I `��I � � I I I I I ( + � � '.�. .'.�. .�.�. .��'I�.f: �� � �,
<br /> � � - - � -- ' �.1.�.�.�.�.�.�.�.�.�I� �. �i
<br /> BELOW BELOW �� I I I- -- I � BLQCK ALL PLYWOOD EDGES NOT �
<br /> BELO I �.��� (I � � 1 I �i �, BOUNDARY NAIUNG AT ROOF/FLQOR PERfMETER, AT CONT. ( I I �- � - •r- � ' � SUPPORTED BY FRAMING MEMBERS AND ' l 4� �
<br /> %� � �,,� �� �•� I I �.-� I(. ��` �I ��� I PANEL EDGES (B.N.) � I I 1 I I I f I NAIL W/PANEL EDt� NAIUNG 5 7 v � �
<br /> � � � i .�..� �
<br /> � � � � � �, PANEL EDGE NAIIlNG (P.EN.) AT ALL EDGES OF ALL PLYWOOD I I ( I I I I � ,�/ O
<br /> RIM TO BLOCKING I i I I � I I � I I � I I � � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS �• w
<br /> �J �� �, .148"DIA.x3" NAILS �J F I i� I( �� I I �� �I �� �I ,�� ( ( I I 1 I � . . . .. . . . GALVANIZED ANCHOR BOLT RE 5/S1.1 � �
<br /> �w �w � � 3"QC TYPICAL �w �. � 3 � � I ' Fl E L D .�.�.�.�.•.�.�.�,E�����' W/ 3 X 3 X 0.2 2 9" G A L V A N I Z E D W A S't i E R
<br /> w z W= W = � I I ��K` (I ���� I 3. INTERIOR FlEtD NAIUNG (F.N.) 12' O.C. AT BEARING SUPPORTS ( ( NAILING
<br /> �C..> U � U \ � � O �
<br /> � °-� N I I � �� ` �� � �� ` ( I �.j. . . . . . . . . r 1• DIA./SPACING PER SHEARWALL SCHEDULE.O � � a1
<br /> ' \�� I I �� II �� I I i� I( �� 4. SEE PLANS FOR PLYWOOD 7HlCKNESS dc NAILING St:FIEDULE 7 I I I��-�.......�.�.. .. .���.�� FOUNDAl10N SILL PLATE � � .� �.�,,
<br /> � . � � �� �.�.'. . . '. . . .�l�('.I. STAGGER NAILING � .s'
<br /> � ��4�� 3�4" I ��`� I I .��/ I I `�� I I i�' I I �� j 5. LONG DIMEN�ON Of PLYWOOD SHALL RUN PERPENDICULAR � . . . ... . . . . .
<br /> �\ �, � � �` TO TRUSS FRAMING & fL00R fRAMING. � ( I ( ( ' I I ( 1 . . . . . . . ' ( I��t. RE: SHEARWALL SCHEDULf fOR SIZE O •� � O
<br /> . . ; � � z
<br /> (�) Row (2) Rows {3) ROWS 1 I f �k I �. . . . . . . . . .
<br /> I ����� I I �� I I �� I I ���I s. M�N. �ac� DIST�c� FOR Nn��s sHnu BE 3/8' . { I I. I.I I I I.I I'l�.:...;.;.�.'.� : � ,.' � Sc�-i U� R�:io s�� � � ^ �
<br /> CENTERED ON CENTERED ON CENTERED ON I �� �� �` � � �� �\ �� � � � � � � � I I I I I.I.�.�. .� •.�,�.•. . �
<br /> RIM BELOW RIM & BLKG BELOW RIM BELOW �( � � 7, MIMIMUM PLYWOOD SHEEI' S�ZE 2'-0" X 4'-0" • � � � O
<br /> El' II II II 1I II II I.3.�.'. . .�.�.�.�. F' cc3 v aA
<br /> a, NAlLS SHALL NOT BE OVER DRIVEN � ( � ( � � � I � :�����:�:�•'•�� �C� CONCRETE FOUNDA?lON � � � �
<br /> P6TN � P6 P4 8� P3 P2 _�L-- ----1�--- L---- -- ��__ ��:��:.� • � • � � w w°
<br /> . . . . . . . . .
<br /> � ^ � • a � ,� • . a ' , ' ' a ' . . ' • . I� � .'.�• n'. I . a • '• � • .
<br /> . ,,. (� .� B .Q � . ^ • I 'a , . ' • .: a�f •, ;• Q�I.. !� :• ^: •^ ' � • � PROVlDE MINIMUM Of TWQ BOLTS PER
<br /> � . . � . . - . . a, .c .� •�'�, � �„ . � : . (� . . (� " .� .� , PU4TE WITH ONE BQLT NOT LOCATED
<br /> ^ ^ � . � a � •.. ^ • e.• -. . 4 . .� ; a : d , �. a �' ' �. • � . � .. � •^ : �^ . • MORE TNaN 12 INCHES OR LESS TMAN
<br /> • (7) B4LT DIAMETERS FROM THE END.�
<br /> . - SEE DETAIL 8 TH1S SHEET
<br /> SCALE: NONE SCALE: N�IE SCALE: NONE
<br /> = 10 11 TYP�CAL ROOF/FLOOR SHEATHING LAYflUT 12 TYPICAL SHEARWALL NOMENCLATIJRE EI.EVATION '
<br /> _ ❑
<br /> BOTTOM PLATE NAILING PATTERN ❑ � �
<br />
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