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<br /> , •
<br /> �� Shearwall Schedule - 15/32" APA Rat�d Sheathing W/ Doug Fir Lumber �
<br /> 7/8" 1/2" �7/8" ��� ���� ( ���
<br /> X WALL SHEATHING PANEL FIELD 2X BOTTOM PLATE LTP4 RIMIBLK'G FRAMING FOUNDATION ANCHOR BOLT DETAIL �
<br /> o TYPE EDGE NAILING NAILING 7O TO TOP PLATE @ ADJOINING SILL PLATE SPACING 7O O OO 2O
<br /> NAILING CONN.SPACIN PANEL �\ �_ � C� C2�
<br /> W � � � ROWS SPACING 10 EDGES �J �2 �� 6O O
<br /> � P6-TN 15/32"SHT. 6"O.C. 12"O.C. (1) 4 O.C. N.A. 2x 2x 48"O.C. 3/S1.20 1 16 � 3 1 16 � 3 �� -\ V o
<br /> � ONE SIDE � -� � O � -\ ♦ O � 16 \ � � 2 �
<br /> Z 15132"SHT. �� �� �� �� �� � �` /% ` �
<br /> o P6 6 O.C. 12 O.C. (1) 4 O.C. 24 O.C. 2x 2x 48 O.C. 3,8IS1.20 .
<br /> � ONE SIDE
<br /> � , �;� ;
<br /> � m `' ��
<br /> Q pq 15/32"SHT. 4"O.C. 12"O.C. (2) 6"O.C. 16"O.C. 3x 2x 38"O.C. 4, 9/S1.20 1 9 O 1 9 O \ � $ � <n �
<br /> . •_ >
<br /> c� ONE SIDE �
<br /> � ,9 � � N �
<br /> � � Mo�o
<br /> Z � � � cv
<br /> � P3 15/32"SHT. 3"O.C. 12"O.C. (2) 4"O.C. 12"O.C. 3x 2x 30"O.C. 4,9/S1.20 �� N � �
<br /> o ONE SIDE O 10 �3 10 � a� �
<br /> � �p � �' � �'
<br /> P2 15/32"SHT. Z'�O.C. 12"O.C. ' ' 3x 2x 23"O.C. 5, 10/S1.20 \ � � � N �
<br /> � (3) 6' O.C. 10' O.C. � •
<br /> � ONE SIDE ---- � � � u,��,
<br /> °- �'`�\ U Y `r �
<br /> � 3x 2x 19"O.C. 5, 10/S1.20 z N �
<br /> z 2P4 15I32"SHT. 4"O.C. 12"O.C. (3) 5"O.C. 10"O.C.
<br /> � 'V 00 U
<br /> \ L..
<br /> W!SHEATHING &EDGE ,,
<br /> � TWO SIDES NAIL BOTH SIDES 11 � 11 � � / � � N �
<br /> 2 P 3 1 5/3 2"S H T. 3"O.C. 1 2"O.C. (3) 4"O.C. 8"O.C. 3 x 2 x 9 4"O.C. 5, 1 0/S 1.2 0 O O �� -/ `� �'f � �j����'`� �--�'�x : .
<br /> TWO SIDES W/SHEATHING &EDGE O � � � � � ������ .
<br /> NAIL BOTH SIDES �fl-����; C.� ��� ����`�� (
<br /> � � �� �;�� � �L'
<br /> '"� � ���.������� ,�
<br /> a�`r'i ''�-aw,�` } �Y`"" ��rf .;
<br /> 2P2 15132"SHT. 2"O.C. 12"O.C. (3) 3"O.C. 6"O.C. 3X 2x 11"O.C. 5, 10/S1.20 ��y`'-� � �� �� "��"�` ��� '
<br /> TWOSIDES WlSHEATHING &EDGE (1 ROW OF PLATE NAILINC)
<br /> (2 ROWS �F PLATE NAILIN�) ������������������ ������ .
<br /> �f*S:� r""�,�.ei�:� Y.,,q P-j����rt����"'a,L:"�, k"` a4.
<br /> u,�',.,,-...F�.r'+�s✓.!':�S°'xi,€`_K!,^Y.`^" .''n.c.�..zw.s� _S��%�w�
<br /> .
<br /> (3 R�UIIS OF PLATE NAILING)
<br /> SHEARWALL SCI�EDULE NOTES SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0' ' �
<br /> 3� TYP. EXT. WALL SHEAR CONNECTION 4� TYP. EXT. WALL SHEAR CONNECTION 5 TYP. EXT. WALL SHEAR C�NNEC�'ION �```I�� N
<br /> 1. STUDS SHALL NOT BE SPACED MORE THAN 16"O.C.. � � �
<br /> �� l�
<br /> 2. SEE S1.00 SECTION 06100"ROUGH FRAMING"FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE �� �` ���r��;��,' � '
<br /> 3. SEE S1.00 SECTION 06160"WOOD SHEATHING`FOR REQUIRED SHEAR WALL SHEATHING,THICKNESS AND ��8�� ��2�� 7�8�� � ���' , . ��� � ,
<br /> GRADE.ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY 1'0 FRAMING. (1)SHEARWALL TYPE � ,� �
<br /> 4. SHEATNING PANELS MAY BE WSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES ����1 � ��� � . ,�,� � �
<br /> SHEATHWG: 15/32"CD-CC SHEATHING �o � ��
<br /> BACKED/BLOCKED WITH 2"NOMINAL OR WIDER FRAMING. APPLIED DIRECTLY TO FRAMING 70 O O O �� ?�� -
<br /> 5. NAILING SHALL BE STAGGERED ATABUTTING PANEL EDGES VIfITH 3X FRAMWG. NAILING: � � 2 �� �� �� �� �
<br /> 6. W H E R E P A N E L S A R E A P P L I E D O N B O T H F A C E S O F A W A L L P A N E L J O I N T S S H A L I.B E O F F S E T T O F A L L O N U S E L E N G T H D I A. � � O O �
<br /> DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3"NOMINAL OR THICKER AND NAILS SHALL BE BOTTOM PLATE/FRAMING 31/4"X 0.148" � �
<br /> STAGGERED. PANEL EDGE NAILING 2 3/8"X 0.148" � O
<br /> 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 10D COMMON(0,148"X 21/2"). 1 16 � � O3 1 16 � 3O
<br /> 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12D COMMON(0.148"X 31/4"). SPECIAL INSPECTION: PER JURISDICTION � 1 16 � �3 +
<br /> 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE STUD SPACING: 16"O.C.MAX. ,
<br /> NAILING. DO NOT OVER NAIL THE BLOCKWG. STUDS AND PLATE DOUGFIR#2 OR BETTER � �� � � o
<br /> / � a co r��'.
<br /> 10. ANCHOR BOLTS SHALL BE 5/8"DIAMETER A-307 AND SHALL BE SE CURED I N P L A G E P R I O R T O C O N C R E T E F L O O R T H I C K N E S S: 2 3 1 3 2° � �
<br /> POUR.WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. ANCHOR BOLT: 5/8"DIA.,7"EMBED. 1 9 $O � g 8�
<br /> 11. PLATE WASHERS 3"X 3"X 0.229"(MIN.)ARE REQUIRED AT EACH ANCHOR BOLT-SEE 18 AND 19 THIS SHEET RIM/BLOCKING: 0.148"DIA.NAILS AT 4"O.C.lSG=0.50 $ o 0
<br /> FOR PLACEMENT REQUIREMENTS.RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. VERTICAL LOAD TRANSFER CAPACITY 3300 LB./FT. 1 9 -� O
<br /> 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8D X 1 112"(0.131"X 2112")NAILS.SEE DETAIL 20/S1.02. LATERAL LOAD TRANSFER CAPACITY (1.25") 600 LBJF7. \
<br /> 13. ALL NAILS,ANCHOR BOLTS AND WASHERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT- LATERAL LOAD TRANSFER CAPACITY (3.50") 1200 LB./FT. � 10
<br /> DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. 3 O 10
<br /> 14. ALL WOOD IN CONTACT WITN CONCRETE SHALL BE PRESERVATIVE TREATED. RIM,BLOCKING 3 _� 10 -
<br /> 15. 2-2X'S IN LIEU OF 3X'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER BOTTOM BOTTOM PLAT� NAILING N0.PIECES/ MIN.THICKNESS O
<br /> SCALE: NONE P�TE NAILING REQUIREMENTS. (1)ROWS 0.148"DIA.
<br /> (1) / 1.25°
<br /> (2)ROWS 0.148"DIA. (1) / 1.75" \ �
<br /> 6 SI�EARWALL SCHEDULE (3)ROWS0.148��DIA (1) / 3.50�� .- o o .
<br /> � APPROVED RIM PRODUCTS: � �-- � .
<br /> 16 TRUS JOIST ER-4979 TIMBERSTRAND LSL 2.OE,PARALI..AM PSL 2.OE TJ-STRAND, �� � 11 � �' z U
<br /> MICROLAM LVL RIM 80ARD. 2 O � 11 � � O
<br /> Ti O O SUBSTITUTIONS TO ABOVE REQUIRE ENGINEER OF RECORD APPROVAL PRIOR TO 2 Q �
<br /> O INSTALLATION.SUBMIT DOCUMENTATION BY A CODE APPROVED AGENCY CONFIRMING O z �
<br /> �� THE REQUIRED CAPACITIES AND MINIMUM NAIL SPACING FOR THE CONDITIONS p�- m
<br /> ' DESCRIBED. 1 �OW
<br /> � . F ( OF PLATE NAILING) (2 ROWS OF PLATE NAILINC) o W
<br /> (3 ROWS �F PLATE NAILING)
<br /> . . . . U � `3
<br /> ° .... ° ° ° ..... ° �� � .... _ _ _ _ _ _ , .� � , (2)WALL SHEATHING
<br /> - - - - - - - - - - - - , .
<br /> - - - SHEATHING PANELS MAY BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY.ALL .
<br /> T I I � I° T l I� ° '' PANEL EpGES SHALL BE FASTENED TO STUDS OR BLOCKWG. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0' °
<br /> " " ' �' " � �� g TYP. lNTERIOR WALL SHEAR CONN�CTlON TYP. INTERI R � Q w .i
<br /> � � � � � � � f �y! � (3)PANELEDGENAILING � � 0 WALL SF�EAR CONNECTION � p TYP, INTERIOR WALL SHEAR COI�N�CTION
<br /> ❑
<br /> I°I I°I I 'I I'I I, � I NAILING NAILING AT ALL OUTER EDGES OF SHEATHING PANELS IN SHEARWALLS SHALL o '
<br /> w � �
<br /> i I I 1 f l I I � �� �
<br /> BE FASTENED PER THE SHEARWALL SCHEDULE. PLYWOOD SHEATHING � �i Q o 0
<br /> � (SEE SCHEDULE)-TYPICAL
<br /> I I I I I °I I I /I' (4)FIELD NAILING � � w - p o rn
<br /> I � � U c� W N D � co �
<br /> � � - - � i -� i O i i � ° j 1� WITHIN THE FIELD OF THE PANEL,AT FRAMING MEMBERS,THE PANELS ARE LESS �� � � o � o �
<br /> - - - - - - _ _ _ - � � �j CLOSELY FASTENED. Q � J � � �
<br /> r I f I � I I I I ¢ � w
<br /> mc� oQ >-
<br /> (5)FRAMING AT ADJOINING PANEL EDGES W p z Q c� w o 0 0 „� �
<br /> I I I I I WHERE TWO PIECES OF PLYWOOD JOIN ON A FRAMING MEMBER,THE PANEL EDGE
<br /> -� W C.� (� `S cn o U � O
<br /> I.I I I NAILING FROM EACH PANEL IS TO BE STAGGERED.SOME WALLS REQUIRE 3 INCH
<br /> � � NOMINAL FRAMING MEMBER(EITHER A STUD OR BLOCKING)AT ADJOINING PANEL � .
<br /> � NOTE: EDGES(SEE SHEARWALL SCHEDULE FOR WALL TYPES REQUIRING 3 INCH NOMINAL HEADER . ,;' '
<br /> MINIMUM SIZE OF SHEATHING 1'-4" FRAMING MEMBERS AT ADJOINING PANEL EDGES). DOUBLED STUDS ARE GENERALLY RE:PLAN
<br /> 16 SHALL BE 2'-0"x 4'-0" 1 g NOT ACCEPTABLE FOR THIS APPLICATION.WHERE A SINGLE PANEL EDGE LANDS ON A BLOCKING
<br /> BLOCK ALL PLYWOOD EDGES FRAMING MEMBER,A 2 INCH NOMINAL FRAMING MEMBER SHALL BE ACCEPTABLE(AT o STRP,P W�EDGE NAILING �
<br /> ENDS OF WALLS FOR EXAMPLE). BLOCK ALL PLYWOOD EDGES NOT SUPPORTED BY o
<br /> O NOT SUPPORTED BY FRAMING FRAMING MEMBERS AND NAIL W/PANEL EDGE NAILING Z � RE:PLAN PER SHEARWALL
<br /> MEMBER. r � SCHEDULE �
<br /> EDGE NAILING
<br /> � � � � (6)BOTTOM PLATE � AT SILL, HEAD, KWG ��� � ��
<br /> 9 e I �� �� �/� &TRIM STUDS
<br /> i � � �� (7)BOTTOM PLATE NAILING � � �
<br /> $ � � � � � � � LOCATE THE NAILING THROUGH THE BOTTOM PLATE SO AS TO FULLY PENETRATE THE
<br /> I I � � SOLID BLOCKWG OR CONTINUOUS RIM BENEATH THE FLOOR SHEATHING,SPACED AS • �
<br /> I I I I '� I � I /r fi� , �g PER THE SHEARWALL SCHEDULE.
<br /> � � � � � o, �o� %� ° c�
<br /> I�I �I � � � � ���/ I � (8)FLOOR DIAPHRAGM NAILING � � .
<br /> I I I � I I � �� � FLOOR DIAPHRAGM NAILWG SHALL BE INSTALLED BETWEEN THE SPACING SHOWN FOR v, � �
<br /> I I � I\ °� � � � 09 BOTTOM PLATE NAILING. LOCATE ADJOINING PANEL EDGES OF FLOOR SHEATHING � "' ,
<br /> I I � � AWAY FROM SHEARWALLS. FIELD NAILING OF FLOOR SHEATHING MAY BE OMITTED AT
<br /> � � _,� I I_ _T� � _I I T� _ o _ _ _ 1 i_ _ _ _� � /, , / ° � SHEARWALL B07TOM PLATE NAILING.
<br /> ; i (9)RIMfBLOCKING �__ �
<br /> ' 10 JOW ADJACENT RIMS AND BLOCKING WITH FACE NAILING AS SPECIFIED ABOVE.SHIM �
<br /> � WITH FULL HEIGHT SHIMS,ADJUST FACE NAIL LEiVGTHS.REFER TO PIANS FOR NOTE:SEE 6/S7.1 FOR ADDITIONAL INFORMATION �
<br /> ; ' ; ; ADDITIONAL SEISMIC CONNECTIONS AT THE Ft�00R OR ROOF LEVEL. SCALE: 3/4" = 1'-0"
<br /> �� - - �- -- - - � - - - - - - - - - � •- USE 31/2°RIM FOR ALL CORRIDOR WALLS AT ALL WOOD LEVELS. � ST RA P P I N G at 0 P E N I N G S 4�
<br /> . . . . . . . . . . �
<br /> , e � , ..... a, ..... o o e _ � 3
<br /> �� - - - - - - - - � , ., .. � .
<br /> � T I I T- T I �I° / / � (1 0)R I M/B L O C K I N G T O T O P P L A T E C O N N E C T I O N
<br /> I I I I I `I I I ��I� �j THE CONTINUOUS RIM OR SOLID BLOCKING THAT IS PART OF THE SHEARWALL
<br /> � �% � � ASSEMBLY SHALL BE CONNECTED TO THE DOUBLE TOP PLAT E O R F O U N D A T I O N S I L L N O T E:P L A T E W A S H E R S H A L L E X T E N D T O W I T H I N � 1/2"M A X.
<br /> I I I I I° I I I I;Ij/,I // �� � 3 „ 14 _i i STD.CUT WASHER .
<br /> � i PLATE WITH APPROVED CONNECTORS AND SPACED PER THE SHEARWALL SCHEDULE. 1l2 OF EDGE OF BOTTOM PLATE ON SIDE(S)WITH REQUIRED W/ Y`
<br /> I°I I'I I 'I I`I ��' � � 2O DIAGONALLY SLOTTED � � � \� ' �i`
<br /> i SHEATHING. PROVIDE STAGGERED/OFFSET
<br /> I I I I I° I I I ;� � �� � (11}DOUBLE TOP PLATE PLACEMENT AS SHOWN ELSE OVERSIZE PLATE � � PLATE WASHER `\� , �� \ '
<br /> I I I I I I I I j� � LAP AND SPLICE-SEE PLANS FOR ADDITIONAL SEISMIC CONNECTIONS AT THE FLOOR WASHERS AS REQUIRED. O �{ 14 �`
<br /> I I � I �° � 5 � � ��� � OR ROOF LEVEL. DIAGONAL SLOT 3/16" � /
<br /> � 1 3/4"MIN. 1 3/4"MIN. LARGER THAN ANCHQR DIA. .
<br /> - - - � �--- - - - -� •�- - -•�� � O � � r ' � �� (12)FOUNDATION S�LL PLATE �� - - �
<br /> - - - ; � 2 MAX. 1` i 2��MAX. 1` ! X 1 3!4" ',a_� 13 � ,
<br /> I (- I f I I I I � i � ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATfVE '� PLA7E WASHER PROFILE LONG SLOT STD.CUT � �
<br /> I I I I �I � � TREATED.THE FOUNDATION SILL PLATE SHALL BE EITHER 21NCH NOMINAL OR 3 INCH � WASHER REQUIRED o 0
<br /> � I I � I NOMINAL DEPENDING ON THE SHEARWALL SCHEDULE. - o° o � �i
<br /> PLATE WASHER 3X3X.229° a 1 �
<br /> � I I �- AT EACH ANCHOR BOLT a ° a ° � ° o o ° o � °
<br /> � / ` (13)ANCHOR BOLTS POSITION TO WITHIN 1/2"0 TYP. PLATE AT SHEATHWG Q o �
<br /> � �� � 13 14 FULL DIAMETER ANCHOR BOLTS,ASTM A-307 SHALL BE SECURED IN PLACE PRIOR TO SHEATHING TYPICAL U.N. �4 � o o ° � ° ° ° � ° � � .� �
<br /> Q 4 I° � PLACING CONCRETE.MINIMUM EMBEDMENT IS 7 INCHES.MW (Z)BOLTS PER PIECE OF u, 14 W 14 0 � a,j
<br /> _ O -� I I / PLATE,W/(1)BOLT NOT MORE THAN 12 FROM END OF PIECE, o -� � � � � O
<br /> � / � o FOUNDATION SILL PLATE AN 12 0 � �' N
<br /> U I�'I I�I �i ° I° (14)PLATE WASHERS , � 12 � STUDS ° � � � , .i,,. �
<br /> o � � �
<br /> � I I I I I I � 12 PLATE WASHERS SHALL BE REQUIRED FOR FOUNDATION SILL PLATE CONNECTIONS,3 � O � �2 0 � , •
<br /> I
<br /> X 3 X 1/4 MINIMUM. DO NOT RECESS BOLTS IN SILL PLATE UNLESS SPECIFICALLY w w SIMPSON LTP4(12)8D O �
<br /> DETAILED ELSEWHERE. (SHORT)(0.131"DIAX 1 10 � � �
<br /> � I I I I I �I I I �O a
<br /> a _
<br /> � Ij I { II �lol I / � 18 ¢ ¢
<br /> > v' 13 � 13 ANCHOR BOLT
<br /> � � � a� .� �
<br /> „� I I I�I I �I I I , � (°!� (15)SQUASH BLOCKS O O �
<br /> � PER SHEARWALL SCHEDUL 13 � � � �
<br /> = I I I I I I I I U �'/ ° �3 IN THE FLOOR CAVITY OF PLATFORM FRAMING POST LOADS SHALL BE PROV►DED WITN �
<br /> � ADDITIONAL STIFFENERS EQUAL TO THE POST SIZE FROM ABOVE THAT CONTINUES � SIMPSON LTP4 OVER SHEATHING +`'
<br /> � I I I I I �I I /� � � /� 17 THROUGH THE FLOOR. ; _ (12)8D COMMONS(0.131"DIA X 2 1/2'('10 � ,o, �
<br /> LI - - - - J � - - - - � - - 11- _� -r �,� , ,' ' O z � z � �' � �� _ ,� � N �
<br /> � � e - - o - � , . , a ° . _ -. -
<br /> �o - . - - - - -� - . , - - - / - � � � � (16)DIAPHRAGM � � � � < � .- �.. �; - - .4., a . -0a _� ,� SCALE: 3/4 - 1'-0 � �
<br /> ° , u� � � - ��" . a..�,'� � N �
<br /> --�-
<br /> � - . _ a''- - • _ .° . � �' .�.- �f � ,d. .
<br /> " �� � - � - - � - � � °� " SEE(1)FOR SHEARWALL, FLOOR AND ROOF DIAPHRAGM THICKNESS. ��_�o- � � �
<br /> � . � � � . . . � - �� � . . . � . . . _ - -�- � - - � 20 TYPICAL SIMPSON LTP4
<br /> � �°� . •� �_ �.�� " - � - " -�� _� - :. � �� _.-°' _. a: , -�°. _ � . �_ .° ':�. ° a: ��;�_ ; � -,� : < � . _ . , - q, , "��_.. < - � .
<br /> � _ a 3 . . . , .. . - . '�- " ¢'` ' . , . - , , a � �
<br /> � U _ a . _ _ -a,-.°a. -�-, -�- ". " ,d. : � � -' . � � .. -°� � a ;- .,�� . . _ - - - _ ; (17)CONCRETE BASE ' _ - - " `' '
<br /> °- � " ' '° °-'" � �� ' - � � ' � CONCRETE FOUNDATION OR BASE. 2x4,3x4 PLY ONE SIDE 2x8,3x8 PLY ONE SIDE a � - �
<br /> d � -
<br /> 0 _ ' - - d a _ . . - " ° - d,' a 'a' - - -Q .. ' .
<br /> � �� "°d � FOUNDATION PER PLAN .�'( �
<br /> � � SCALE: 3/4" = 1'-0° (18)HOLDOWN SCALE: 3/4" = 1'-0° SCALE: 3/4"= 1'-0" �
<br /> N � � 6 TYPICAL SHEARWALL NOMENCLATURE SEESHEETS1.30FORHOLDOWNDETAILSANDADDITIONALSTUDSREQUIRED. � Q ANCHOR �OLT PLACEM�NT DETAILS � g TYP. SHEARWALL ANCHOR �OLT TO CONC. ,
<br /> c*� U
<br /> 0 ❑
<br /> '
<br />
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