|
.
<br /> �
<br /> ;
<br /> �, HOLD-DOWN SCHEDULE - HOLD DOWNS ATTACHED TO CONCRETE SHEAR WALL SCHEDULE
<br /> �,IARK TYPE CAPACITY ANCHOR BOLT(MONO POUR) ANCHOR BOLT(TWO POUR) NUMBER OF STUDS/SOLID COLUMN NAILS/SCREWS/BOLTS CAPACITY(LB/FT) SHEATHING EDGE NAIL SPACING BOTTOM PLATE NAILING SILL PLATE CONN.TO SHEAR CLIP SPACING TYP FRAMING FRAMING AT FOUNDATION SILL '
<br /> TD1 STHD14 OR HDU4-SDS2.5 2275 SSTB20 (FOR HDU4) SST624 (FOR HDU4) (2) 2 X HEM-FIR 30 10d (0.148"DIA) MARK �i) (PLYWOOD/OSB) (2) NAIL SIZE{3) �4� FIELD NAIL SPACING �2ND FLOOR) (6) FOUNDATION (10) (LTP4 OR A35 REPER TO DETAILS) (U.N.O ABUTTING EDGES (11) PLATES PLATES �
<br /> TD2 NDU5-SDS2.5 (SPF/HF) 4065 SSTB24 (FOR HDU5) SST624 (FOR HDU5) (2) 2 X DOUG-FIR 38- 10tl (0.148"DIA)
<br /> TD3 HDU�-SDS2.5 (DF/SP) 5645 - 0 x 24 ASTM A307 �x 24 ASTM A307 (2) 2 X DOUG-FIR 40- 10d (0.148" DIA)
<br /> SW-1 213 7/16 8d (0.131" DIA) 6 SEE NOTE 5 16d @ 6"O.C. 2"X 10 @ 35"O.C. LTP4 or A35 @ 16"O.C. 2 X 2 X 2 X (2) 2 X � �
<br /> TD4 NDU8-SDS2.5 7460 SST628 SSTB34 (2) 2 X DOUG-FIR 20--"X 3-SCREWS SW-2 254 7/16 8tl (0.131"DIA) 4 SEE NOTE 5 16d @ 4"O.C. 2"X 10 @ 30"O.C. LTP4 or A35 @ 16"O.C. 2 X 2 X 2 X (2) 2 X � � �
<br /> TD5 NDU11-SDS2.5 9540 1"0 X 24 ASTM A307 1"0 X 24 ASTM A307 (3) 2 X DOUG-FIR 26-"X 3-SCREWS SW-3 350 7/16 8d (0.131"DIA) 3 SEE NOTE 5 16d @ 4"O.C. 2'X 10 @ 20"O.C. LTP4 or A35 @ 16"O.C. 2 X 3 X 3 X (2) 2 X � �
<br /> TD6 NDU11-SQS2.5 11175 1"0 X 24 ASTM A307 1"0 X 24 ASTM A307 4 X 6 OR 6 X 6 DF 1 POST SW-4 492 15/32 10d (0.148 DIA} 3 SEE NOTE 5 16d @ 3"O.C. g°X 10 @ 24"O.C. LTP4 or A35 @ 12"O.C. 2 X 3 X 3 X (2) 2 X � � �
<br /> TD7 HDU14-SDS2.5 14925 1"�X 24 ASTM A307 1"0 X 24 ASTM A307 4 X 6 OR 6 X 6 DF 1 POST SW-5 631 15/32 10d (0.148 DIA) 2 SEE NOTE 5 16d @ 2"O.C. $"X 10 @ 18"O.C. LTP4 or A35 @ 9"O.C. 2 X 3 X 3 X (2) 2 X M� � O � o
<br /> S W-6 8 3 6 15 B O T H S I D E S 1 0 d (0.1 4 8 D I A) 4 S E E N O T E 5 4"DIA LAG SCREW @ 4"O.C. 4"X 10 @ 18"O.C. SEE DETAIL 1 2 X 3 X 3 X (2)2 X � � � U � �
<br /> �UTES: 15 ,,� „ 3„ , �
<br /> 1 HOLDDOWNS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE CO3 OR EQUIVALENT. Sw-7 1200 15 BOTH SIDES 10d (0.148 DIA) 3 SEE NOTE 5 4 DIA LAG SCREW @ 3 o.c. 3 X 10 @ 14i O.C, SEE DETAIL 1 2 x s x 3 x (2>2 x � � � ��� �,
<br /> SW-8 1540 32 BOTH SIDES 10d (0.148 DIA) 2 SEE NOTE 5 4 DIA LAG SCREW @ 3 O.C. 4 X 10 @ 24' O.C. SEE DETAIL 1 2 X 3 X 3 X (2}2 X o0 0 � W O� �
<br /> :. ALL BUILTUP STUDS SHALL RECEIVE SHEAR WALL EDGE NAILING. ADJUST STRAP
<br /> � wr� -
<br /> 3. INSTALL HOLD-DOWN BOLTS THRU THE THICKER SECTION OF THE SOLID POST. � TO PROVIDE NAIL SPACING NOTES 4�� �J LAG BOLTS PER SCHEDULE SHEATHING PER SCHEDULE � � � v��� �
<br /> 4. 5/8" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST20, SST24, OR SST28. sHowN ALLOWABLE SHEAR CAPACITY ASSUMES HEM-FIR FRAMING, AND IS BASED ON THE 2012 IBC SHEATHING PER SCHEDULE � � ��cv � '
<br /> � _
<br /> 1 4XD - DF2FORSAWNJOIST ��d- �
<br /> 3/4" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. S�IT IN WITH INCREASES FOR LOAD DURATION. SW-7 & SW-8 REQUIRES DOUG-FIR FRAMING. -\ � ����
<br /> �, SHEATHING �� � (LENGTH TO EQUAL SW ABOVE)
<br /> � NAILS MAY BE 2 UPON ENGINEERS APPROVAL, 19/32 RATED SHEATHING MAY BE USED WITH NO CAPACITY REDUCTION. FILLER� A35 @ 16" O.C,
<br /> � rIN
<br /> TYP NAILING - OM(TTED HERE O.S. INDICATES ONE SIDE OR WALL TO BE SHEATHEQ, B.S. INDICATES SHEATHING ON BOTH SIDES. .
<br /> NEAR STRAP �� � ° � ��
<br /> TYPE (2) CAPACITY(3)(4) NUMBER Of STUDS/SOLID COLUMN NAILS/SCREWS/BOLTS (NOT ALL NAILS � � LTP4 @ 12 O.C. A35 @ 16 O.C. o LTP4 @ 12 O.C.�
<br /> MST37 2010 (2) 2 X HEM-FIR 30-10d (0.148"DIA) SHOWN - FILL 3 8d NAILS = 0.131" dia 10d NAILS = 0.148" dla
<br /> ALL HOLES IN
<br /> MST48 3105 (2) 2 X DOUG-FIR 38- 10d (0.148°o�A) FOR SHEAR WALL TYPES SW-3 AND HIGHER, ALL PANEL EDGE NAILING AND FOUNDATION SILL NAILING
<br /> MST60 4800 (2) 2 X DOUG-FIR 40- 10d (0.148"DIA) BOTH STRAPS ADD 2 X F LL DEPTH BLOCK 4
<br /> (uNo) @ HOLD-DOWN LOCATION SHALL BE STAGGERED. FLOOR JOIST
<br /> (2) MST48 6210 (2) 2 X DOUG-FIR (2} 38- 10d (0.148;;DIA}** STRAP ON BOTH 5 12" FIELD NAILING FOR STUDS 16" O.C. AND 6" FIELD NAILING FOR STUDS 24" O.C. SHEATHING PER SCHEDULE -SW PER PLAN WHERE IT OCCURS
<br /> (2) MST60 9600 (3) 2 X DOUG-FIR (2)40- 10d (0.148 DIA) SIDES OF STUDS �� ' '
<br /> 5.5" OR 7.5�� FOR 2 X 4 WALL 6 WHERE LAG SCREWS ARE REQUIRED, SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2-1/4 APPLIES TO SW-6 ONLY SHEATHING PER SCHEDULE � �
<br /> NOTES: 7.5�� FOR 2 X 6 WA�L PENETRATION OF THE LAG INTO THE RIM JOIST BELOW. PRE DRILL WITH 3/16" DIA LEAD HOLE. 1 A O
<br /> (1) FILL ALL HOLES WITH 10d COMMONS NAILS (EXCEPTION SEE NOTE 3). I_i_
<br /> (2) WHERE DOUBLE STRAPS ARE INQICATED SUCH AS (2) MST37 USE 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS QESIGNATED ON PLANS DOUBLE SIDED SHEAR WALL CONNECTION DETAILS (SW-7 THRU SW-8) w
<br /> HDU11
<br /> 10d X 1-1/2° COMMONS NAILS. SEE DETAIL A/S-3 FOR DETAIL. AS PERFORATED SHEAR WALLS. THESE ANCHORS ARE NOT REQUIRED AT FOUNDATION SILL PLATES. 1 „ W �
<br /> (3) THE VALUES ABOVE ARE BASED ON A 16 CLEAR SPAN WITH HEM-FIR HDU14 DOUBLE STRAP iod NAi�iNG (�n'P)
<br /> B 4
<br /> - IDE OF WALL 8 ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. 2 Q � � �
<br /> FRAMING &WIND LOAD DURATION. AT EACH S : : :.: . . . � � j �
<br /> o b' .tl .�..�.�.�.�.�..�.�.�
<br /> ** STAGGER NAILWG PER DETAIL B _ ° g WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1. ' . ° _ ° �:�:°:_::�..�:.°�.�.�
<br /> � 10 3" x 3" x 1/4" GALVANIZED PLATE WASHER IS REQUIRED. EMBED ANCHOR BOLTS 7.5" MINIMUM. (2) 2 X TOP PLATE .. ........ � � ..: �r � � �
<br /> REFER TO S-1 TO PRESSURE TREATING NOTES FOR ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. .���.�:��������:�:���:�:�:�:�::�:�������� ������ Q
<br /> . . . . ....�.�.�.�: � .�. � � � �
<br /> POST ALIGNMENT REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN �:::.�:._::�.::�;�.�..::::::::.:::::: : �. -
<br /> PER THIS TABLE SHEATHING . ° N � _ � ��'"`j ..
<br /> � NO SCALE 11 REFER TO HOLD-DOWN TABLE WHERE SHEAR WALL EDGE MEMBERS ARE CONTROLED BY THE REQ'D HOLD-DOWN. ������ � (2) 2 X STUD EDGE MEMBER U W I-
<br /> AS A MINIMUM REQUIREMENT, A 3X MEMBER AT HOLD DOWNS SHALL BE USED. WHERE (3) 2 X MEMBERS ARE 2 NAILING REQUIREMENTS @ 2 X TOP PLATES & EDGE MEMBERS FOR SW-5 & SW-8 Q �S � W
<br /> R E Q U I R E D P E R T H E H O L D-D O W N T A B L E, U S E (1) 3 X & (1) 2 X . I- m � �
<br /> SW PER PLAN BOUNDARY NAILING �2TX j BLOCKING
<br /> � m � � .
<br /> (10d @ 6"O.C.)
<br /> �S d- W
<br /> HOLD DOWN PER PLAN L.L-�
<br /> 4 X 6 AT 2 X 4 WALLS 2-16d @ 6° O.C. (5) 12d (TYP) Z
<br /> 6 X 6 AT 2 X 6 WALLS ��P� A Q
<br /> �
<br /> - SHEATHING � c
<br /> TOP PLATE SPLICE 48"MIN LAP. TO MATCH S.W. �
<br /> Q o
<br /> 2 X 4 BLOCKWG BELOW � �
<br /> WITH 2O16d COMMON NAILS @ EACH TRuss o TRuss (nP) ,�, �,
<br /> -� W
<br /> 0 0 �
<br /> 2 XSW PER PLAN BOUNDARY NAILING LPT4 @ 24"O.C. � �
<br /> 2 X FOR SW-1 FOR SW-2 (10d @ 6"O.C:) ENTIRE LENGTH ,
<br /> TRuss�oisT �nP� 3 x FOR Sw-3 & GREATER HOLD DOWN AT CORNER (WHERE IT OCCURS) oF TRuss .
<br /> ,
<br /> �TYPICAL @ ALL, INTERMEDIATE JOINTS) �� SEE VIEW 3B FOR OPTION (SWi-SW3 ONLY) BOUNDARY NAILING ;
<br /> � � PER S.W. SCHEDULE (5) 12d (TYP) � �
<br /> � i
<br /> BOUNDARY NAILING � i
<br />' 2 X 4 BLOCKING SW PER PLAN PER S.W. SCHEDULE Cl� '
<br /> EDGE OF SW SHEATHING
<br /> HQLDDOWN PER PLAN � � � � o � I
<br /> � o o �
<br /> 0 0 �
<br /> CHORD PER HOLD-DOWN SCHDULE 2-16d @ 6"O.C. � i
<br /> FRAME NON-SHEAR WALLS TYPICAL BOTH ENDS OF SW (�'P)
<br /> PER SW-1 REQD'MNTS OR SW SCHED . .. ......... ............�.�. ��.�.�.�.�:.�.�.�.�, ,.�.�.�.�.�.�.�..�.�.;������������������������;� w
<br /> . ............ �.�.�.�.........� �..........� �..... .
<br /> H1 CLIP @ EACH TRUSS �
<br /> �...........� � i i ' �........'.'.'.'i i............i i
<br /> ii............� �............i ii............ii I .
<br /> � �...........i �............� �.'.�.'.�.'.'.�.�.�•� �,... .. ...� �............i i .
<br /> � �............. .............. ........... . ....., �............� � MST27 2 X 4 BLOCKING @ 48"O.C.(TYP)
<br /> � �...........� �............. �.........., ,. . .. .., �............� � I
<br /> PANEL BLOCKING , , �............. ........... .....:......:.... .............. . �
<br /> � t�:�.�.�.�.�.�.�.�.�.�., .............i ,.........., .., , .........� , � TOP PLATE MUST J �
<br /> ,, , � . ............. .�.�.�.........,,
<br /> � ,�.�.�.�.�.�.�.�.�.�.�.�, �.�....................... .......... �..........� ,............� � � �
<br /> 2 X FOR SW-1 & SW-2 , r...........� , , ,��.�.�.�.�.�.�.�., �...........� � ...... � �
<br /> � � � �............. .. � , ,............� � DBL TOP PLATES (TYP} ,
<br /> ; ;.�.�.�.�.�.���-��������� ��.�.�.�.�.�.�.����������, ,�.�.�.�.�.�.�..�.�i f...:...:...:.:.:..�.�:i ;:�:�:�:�:�:::....i i HEADER BE CONT. OVER HEADER (UNQ) � ,
<br /> , �............ .............. ...... . ... . .
<br /> , �............� t.�.�.�.�.�.�.�.�.�.�.•.�� ,.......:�..� '...........� �............� � NON SW
<br /> 3XFORSW3 & GREATER � ������������ i '������������" . . PE P�AN
<br /> . .............. �............� ,......�.�..; ,........... ,............, �
<br /> � �.�.�.�.�.�.�.�.�.�.�.�.� ,�.�.�.�.�.�.�.�.�.�.�.�.� ��..�.�.�.�.�.�.�.�� �.�.�.�.�.�.�.�.�.�.�.�� �............:: 2 X
<br /> � � , �:... � , ,.�.�.�.�.�.�.�.�.�.�.�.� , PANEL BLOCKING
<br /> � �............ . ........, ..........� t.�.�.�.�.�.�.�.�.�.�.� , � ,
<br /> � ������������������������ i�.Gf�A}N�:�:�:: :.:.:........ ;i::::::::::::; i S.W. PER PLAN �
<br /> i �������������� ..PANEL EDGE:� �............� , 2 X FOR SW-1 & SW-2 ~
<br /> r.�.�.�.�.�.�.�.�.�.�.�.i ���.�.�.�.�.�.---.�.; ,� .�.�.... , �............� ,
<br /> HOLD DOWN AT CORNER (WHERE IT OCCURS) �
<br /> i � �...........� �............. ......... ............� � ......� �
<br /> . .............. �............, �........�:�� �.........., ,�.�.�.�.�.�......�� 3 X FOR SW 3 & GREATER
<br /> . . ....:......� �............� �..........� ,..........., ,............� , /�
<br /> , � „ , �.........� �............ . , �
<br /> EDGE OF SW SHEATHING ....::::::.... .............. . , ,..........., ,..........., , ~
<br /> , �...........
<br /> , � � �............. ...........� �...........; ;�.�.�.�.�.�.�.�.�.�.�.��� SWi-SW3 ONLY
<br /> � � .. .... .............� ,......... .
<br /> 14. ... .....11............ 1.......... II............���///�
<br /> 11... .. .....I 4..........., i.........` �...........11........�1 . � .
<br /> Il.... . ..II............11.......... �...........11.......... II . . �
<br /> 11..... .� . 1 1............11.........� f...........11........ 11 I
<br /> � I
<br /> "'_a F___"____"'_a 4'__'_____' ......... _-1 F"_._'__•_
<br /> �
<br /> 1 4_'__'_ '_'_'____' •� 1 � C/^j � I
<br /> v I '
<br /> "____�J 1
<br /> � 4__'_.'_'��__� I_______�'. _ �1_" . "_�� r_______'� 1,_�_ I I . . . � �
<br /> " ..........' '��..�� ���� ���i.�.� �����•� ����������������������� � ���.::::� � SHEAR WALL BOUNDARY MEMBER (PER SW SCHED) �
<br /> � � ...........� �........... �� ......, �.:......,. ..
<br /> � � � � ��� � ..� ,.._.......�� � � � TYPICAL ROOF TO SHEARWALL CONNE TI N
<br /> � G�.�.�.�.�.�.�.�.�.�.�.�, ;.�.�.�.�.�.�.�.�.�.�.�. �;.�..�.�.�.�.�... � � �.... �
<br /> � �............. ...............�,.. � �..........� � . � HD PER PLAN
<br /> HOLD-DOWN TO FOUNDATION ' `�����������' '������������'� �PANEL EDGE:�:�:; ; �.�.�.�.�.�.�.�.�.�.�, ! BTM PLATE PER 5
<br /> ' ,........... ' `............','.. HOLD-DOWN TO FOUNDATION (TD1-TD4 ONLY}
<br /> , �............. �............,,,... � � ��; ; �.� ..�.�..�..�.�� �
<br /> � �............� �.............�, . (NO SCALE)
<br /> 11 ...........� �............'1'..........i �.......-','.71 .... ..�� � .
<br /> �
<br /> `REFER TO PLAN FOR SIZE ' `�����������' ' �'' � ������������������� � � ��� ��� � (REFER TO PLAN FOR SIZE SHEARWALL SCHEDULE W
<br /> t � i r............ i).......,.,..i t..........' i '.�... .....; i . .. . . I
<br /> ` � i............� �........... i
<br /> i i.......,....� r............i�� i i........... F- I
<br /> & HOLD-DOWN SCHED FOR BOLT � r.�.�.�.�.�.�.�.�.�.�.�; ;.�.�.�.�.�.�.�.�.�.�.�.�.�;,�.�.�.�.�.�.�.�.�.�, ,.�.�.�.�.�.�.�.�.�.�.1 � �.:�.:.:::::.�.�a ' ANCH BOLTTO ATTACH HD
<br /> ) � �............. �............,,�..........� �..........� � . ..� � & HOLD-DOWN SCHED) A35 PER S.W. SCHEDULE � � �
<br /> . .............� ,.............,,,.........� �...........� , . ..� �
<br /> � �............� �............���..........� � , � ...... . � � PER HOLD-DOWN SCHEDULE. o
<br /> : ............�.i i����G�R�11�1:�:�:,i!�:�:�:�:�:�:�:�:�:�i ��:�....._�.::::..:�; i ���:�:�.�.�.�:�:�:���i ! '
<br /> � . ........�; ��.:,;.-_-_-__...-.:.:...... .... .�.�. ; I .�.........• AND PER DET 7. SW BOLT SPACING T
<br /> SLAB PER PLAN NOTES: PER SHEET S-3 o z ��
<br /> ; .....�.�.�.�...., �............��,.........� ,..�����, � .......... , EDGE OF SW SHEATHING 1. SW = SHEAR WALL '
<br /> 2 X PT HF 2 SILL ; .�.�..,�.�.�,�.�_._�,�; ;.�.�.�.�_�,�.�,�,�,�,�.�,;�;�.�.�.�.�.�.�.�,�.�; ;.�.�.�.�.�.�.�.�.�; ; �.�.�.�.�.�.�.�.�.�.' I PER SHEARWALL SCHEDULE \ � ( 2. REFER TO THE SHEAR WALL TABLE ON SHEET S-3 BOUNDARY NAILING SIZE AND SPACING. TRUSS BLOCKING
<br /> ..I 1...........�.1� ..........� �..........T � �
<br /> � .I I.............1� . � .
<br /> FOR SW-1 & SW-2 � : �:�.�.�:�:::�:�:�; i������������������������!i{������������������i i�����������.��������i i �:.� �:�:�:�:�:� � ;
<br /> � 3 X PT HF 2 SILL ' '����::�:�:����"�������������'�������'�� """������� � � ;��:����-- � � GRADE 3. MAXiMUM LATERAL SHEAR = 243 LB/FT.
<br /> , . .., F......................... ............. � � ..�.. ,
<br /> , ... ........................... ............ . . � , , SHEATHING PER PLAN
<br /> � ........I 4............1�1.........1 I...........I 1 • I a .
<br /> FOR SW 3 & GREATER � .........� �............�,�..........� f.�.�.�.�.�.�.�.�.�.�.� � �.�.�.�.�.�.�.�. .r� ° °
<br /> � � ...: :..............:........
<br /> �� � � � � " � M�
<br /> i;. :........;.:.............�.i.........� � ,.i......... .;,. � �� �
<br /> ............... �
<br /> �;�;. .�.�.�......�r.............�.�..........�.�.... .....r.�..:.: . .�� ��� �\ j / � j\�/ � � �'c �O
<br /> .,.r ._.. �, ...... � ... �..........�, � ..�... .�;.;. �� � ���� j ..�..--
<br /> ►t. ......�.�.�.�.;�t.�.�.�.�:.�.�.�.�.�.�:�1�.�.�.�.�.�.�:...�.I.�t.:........�t.�.........�. .4� � WALL TOP PLA
<br /> ; .. � . . ....�... .....�.�........... � � / / � � � /\o �/\ �' ��' ��� �� �,v' j1�
<br /> IJ. . 1.4. . .J.1. �/. / � / /
<br /> .I I . . a Q Q • I I . . . . I� . ' . I.d. I I \ , � \ ~ \ . . . �
<br /> .Q.. Q i� ��° � - ° �� CONFINEMENT REINF. /��/�! .� ` °, \� �\ � t �''
<br /> " � ° � ;,° a � � � '� ,� ° � �i �;; TYPICAL MAIN/LOWER LEVEL ����,��` ��V�� ' � ��"����,�� � �
<br /> „ , y, <a a � a '� a <� l< « ° � PER DET 7 � � � � � ������,�a` w
<br /> � ' �� ° � '� ..
<br /> � t� a <
<br /> ,� e � � a ��� o ; ,� °a �a � . , _ � �' , SHEAR WALL (SW) PANEL � ................................ ..;....;........... ....,..:...... , ..............�.�..�.�.�.�.�...�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� ..�.�.�.�.�.:.�.�.:.�.�.:.:.:.�.:..._ � � �o�, 36�zs �� w�
<br /> � � a� � �a o � � a a� B LTED LAG BOLTED HOLD-DOWN INSTAL ATION WHERE SLAB OCCURS .... ..::.: :.... : ----0---,-�-- o o ...o.:.. ..:���������::::�:���::::::::�:::::���������:����������::�::�.:: ... ..�... °� �L �� �'
<br /> . ...:.. . . ......
<br /> � � / ......... . .......:. :: .. . �ss ��1
<br /> ��� ...............................�..
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<br /> . a ' d . . � a a a d . .. ...... ...... ... . ............ .. . . .. . .
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<br /> ° o � ° � a a ` ° � < ` 1�� X 10 ANCHOR BOLT 48" O.C. :�: �.�. .�.� .. . ....... .�.�. � � .. ........ ........�.
<br /> 2 � @ NaL
<br /> IN NON-SHEAR WALLS :.�:�:�:.�.�:�:.�.�:�:�:�:�:�:�:���:::. ::�:���::�:��:::�:�::�.�.�:�:::�::::.:�:�.�.�.�:�::�:�::::�.� :.�:�:�:�.�.�.:::...
<br /> EDGE OF SW SHEATHING aticH Bo�r PER ..... .� ..�.�.�.�..�.�......... ...... ...... .. ��.....�..�.....................�. �.�....
<br /> ADD ADDITIONAL STUDS ��� ���� �� �� �� � � � ' ���� ���� � � �����"� � � ��
<br />� i__ SHEAR WALL LENGTH -�[`(P ANCHOR BOLT SHEARWALL SCHEDULE AT CORNER WALLS TO FULLY .;.:.:.:.:.�.�.�.:.�.:.�.�.:.�.:.�...�.�.�.�.:.:..�.�.�.�....�.�.�..�.�.�.:.:.�.�.�.�.�.:.�...�.:.�.:..�.�.�.�.�.�.�.�.�.�.:.:..:...:.�...�.
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<br /> AS DEFINED PER PLAN SIZE &SPACING PER SW SCHEDULE STHD14 ATTACH STRAP TO SHEAR WALL :.:.:.:;: PRO�ECT �
<br /> WHERE STRAP IS INSTALLED 8 FROM EDGE. ����
<br /> 8"MIN FROM STITCH STUDS WITH .�:::::
<br /> CORNER OF WALLS 12d @ 4"O.C.X 2 STAGGERED ROWS �.�.�..�.�
<br /> (INSTALL BETWEEN STUD �.�.�.�.�.�
<br /> &SHEATHING) .:.:...:... BM PER PLAN �
<br /> SLAB WHERE IT ����������
<br /> I 1 PICAL SEGMENTED SHEAR WALLS SW OCCURS WALLORSHEARWALLPERPLAN ...........
<br /> 1 ;; � e ::;:::._
<br /> NO SCALE _D WN SIZES. , � �` � \ ���/��\��/ :..:�, POST PER PLAN. SHEET NO
<br /> 1. REFER TO PLAN FOR SHEAR WALL LENGTH & HOLD 0 \/\/\/ / / / ....
<br /> 2. REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE, NAILING AND BLOCKING. � � ����VA��V� , � �����\��V�� � � �:�.�_�.�� � �
<br /> � 3. REFER TO SHEAR WALL SCHEDULE FOR BOUNDARY MEMBERS. ��������:�
<br /> ����/� � .� 'a ��.�����
<br /> 4. REFER TO HOLD-DOWN SCHEDULE FOR HOLD-DOWNS & BOLTS. ADo 1-No 4 RE-BAR
<br /> 24"LONG AT HPA STRAPS
<br /> OPTIONAL STHD14 INSTALLATION WHERE SLAB OCCURS (TD1 & TD2 ONLY} _
<br /> WALL PLATE TO BM ATTACHMENT
<br /> TYPICAL HOLD-DOWN ATTACHED DIRECTLYTO CONCRETE C
<br /> 4 �
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