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. � HOLD-DOWN SCHEDULE - HOLD DOWNS ATTACHED TO CONCRETE SHEAR WALL SCHEDULE
<br /> MARK TYPE CAPACITY ANCHOR BOLT(MONO POUR) ANCHOR BOLT(TWO POUR) NUMBER OF STUDS/SOLID COLUMN NAILS/SCREWS/BOLTS CAPACITY(LB/FT) SNEATHING 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 30-10tl (0.148"DIA) MARK NAIL SIZE(3) FIELD NAIL SPACING PLATES �
<br /> TD2 NDU5-SDS2.5 (SPF/HF) 4065 SST624(FOR HDU5) SSTB24 (FOR HDU5) (2) 2 X DOUG-FIR 38 -10d (0.148"DIA) �1) (PLYWOOD/QSB} (2) (4) (2ND FLOOR)(6) FOUNDATION (10) (LTP4 Ofl A35 REFER TO DETAILS) (U.N.O ABUTTING EDGES(11) PLqTES
<br /> T03 HDU5-SDS2.5 (DFiSP) 5645 "�x 24 ASTM A307 "0 x 24 ASTM A307 (2) 2 X DOUG-FIR 40-10tl (0.148"DIA) SW-1 213 7/16 8d (0.131"DIA) 6 SEE NOTE 5 16d @ 6"O.C. z'X 10 @ 35"O.C. LTP4 or A35 @ 16"O.C. 2 X 2 X 2 X (2) 2 X � �?
<br /> TD4 HDU8-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 ° 0
<br /> TD5 HDU11-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 8tl 0.131"DIA 3 SEE NOTE 5 16d @ 4"O.C: " " "
<br /> ( } 2 X 10 @ 20 O.C. LTP4 or A35 @ 16 O.C. 2 X 3 X 3 X (2) 2 X � � y
<br /> TD6 HDU11 SDS2.5 11175 t �X 24 ASTM A307 1 �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. X 10 @ 24 O.C. LTP4 or A35 @ 12 O.C. 2 X 3 X 3 X (2) 2 X � o �
<br /> TD7 HDU14-SDS2.5 14925 1"P1 X 24 ASTM A307 1"P1 X 24 ASTM A3i17 4 X 6 OR 6 X 6 DF 1 POST e � �-
<br /> SW-5 631 15/32 10d (0.148 DIA) 2 SEE NOTE 5 16d @ 2"O,C. a'X 10 @ 18"O.C. LTP4 or A35 @ 9"O.C. 2 X 3 X 3 X (2) 2 X rt� � � � o
<br /> NOTES: sW-6 836 32 BOTH SIDES 10tl (0.148 DIA) 4 SEE NOTE 5 a"DIA LAG SCREW @ 4��O.C. a��X 10 @ 18��O.C. SEE DETAIL 1 2 X 3 X 3 X (2)2 X � � � �
<br /> U � �
<br /> SW-7 1200 15 BOTH SIDES 10tl 0.148 DIA 3 SEE NOTE 5 �'DIA LAG SCREW @ 3"O.C. 3"X 10 @ 14"O.C, SEE DETAIL 1 2 X 3 X 3 X (2)2 X � ��� �
<br /> 1. HOLDDOWNS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE CO3 OR EQUNALENT. az ( ) a � � �
<br /> SW-8 1540 32 BOTH SIDES 10d (0.148 DIA) 2 SEE NOTE 5 a'DIA LAG SCREW @ 3"O.C. a'X 10 @ 24"O.C. SEE DETAtL 1 2 X 3 X 3 X (2)2 X OQ o r� c.�
<br /> 2. ALL BUILTUP STUDS SHALL RECENE SHEAR WALL EDGE NAILING. w p d- (�j
<br /> ADJUST STRAP NOTES � � � o�� '�
<br /> 3. INSTALL HOLD-DOWN BOLTS THRll THE THICKER SECTION OF THE SOLID POST � TO PROVIDE NAIL SPACING 1" PJ LAG BOLTS PER SCHEDULE SHEATHING PER SCNEDULE � � � �-��E
<br /> 4. 5/8" D I A A S T M A 3 6 T H R E A D E D R O D E M B E D D E D 1 2 I N C H E S I S A C C E P T A B L E S U B S T I T U T I O N F O R S S T 2 0, S S T 2 4, O R S S T 2 8. s H o w N ALLOWABLE SHEAR CAPACITY ASSUMES HEM-FIR FRAMING, AND IS BASED ON THE 2012 IBC SHEATHING PER SCHEDULE 4 M �1 � ��`� -
<br /> 3/4" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. s�IT IN 1 WITH INCREASES FOR LOAD DURATION. SW-7 & SW-8 REQUIRES DOUG-FIR FRAMING. 4 X D - DF 2 FOR SAWN JOIST ��� ��
<br /> 3,5XD - LVL FORTJ ��`-'°'
<br /> - Q SHEATHINAILS MAY BE 2 UPON ENGINEERS APPROVAL 19/32" RATED SHEATHING MAY BE USED WITH NO CAPACITY REDUCTION. (LENGTH TO EQUAL SW ABOVE) �
<br /> � FILLER A35 @ 16" O.C.
<br /> . TYP NAILING
<br /> OMITTED HERE O.S. INDICATES ONE SIDE OR WALL TO BE SHEATHED, B,S. INDICATES SHEATHING ON BOTH SIDES. T!"' �
<br /> TYPE (2) CAPAGIIY(3)(4) NUMBER OF STUDS/SOLID CQWMN NAILS/SCREWS/BOLTS (NOT ALL NAILS� (NEAR STRAP) _ �� _ �� . 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 dia
<br /> MST48 3105 (2) 2 X DOUG-FIR 38-10d (0.148��DIA) ALL HOLES IN FOR SHEAR WALL 1YPES 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 /> (2) MST48 6210 (2) 2 X DOUG-FIR (2) 38-10d (0.148"DIA)** (UNO) @ HOLD-DOWN LOCATION SHALL BE STAGGERED. FLOOR JOIST
<br /> (2) MST60 9600 (3} 2 X DOUG-FIR (2) 40-10d (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 /> „ „ SIDES OF STUDS SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2-1/4"
<br /> NOTES: 5.5 OR 7.5 FOR 2 X 4 WALL 6 WHERE LAG SCREWS ARE REQUIRED, APPLIES TO SW-6 ONLY SHEATHING PER SCHEDULE
<br /> (1) FILL ALL HOLES WITH 10d COMMONS NAILS (EXCEPTION SEE NOTE 3). 7.5�� FQR 2 X 6 WALL PENETRATION OF THE LAG INTO THE RIM JOIST BELOW. PRE DRILL WITH 3/16" DIA LEAD HOLE. 1A
<br /> (2) WHERE DOUBLE STRAPS ARE INDICATED SUCH AS (2) MST37 USE HDU11 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS DESIGNATED ON PLANS DOUBLE SIDED SHEAR WALL CONNECTION DETAILS (SW-7 THRU SW-8) J
<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 W �
<br /> HDU14 B DOUBLE STRAP 1oa Nai�iNG nP 4"
<br /> (3) THE VALUES ABOVE ARE BASED ON A 16" CLEAR SPAN WITH HEM-FIR � � 2" 0 � = O
<br /> g ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. C„�
<br /> FRAMING &WIND LOAD DURATION. AT EACH-SIDE OF WALL .......:.....................ro.........,,.. .....a.......:... p � � �
<br /> ** STAGGER NAILING PER DETAIL B a' � g WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1. �.�.�.�.�.�:.�.�.�.�.�.°�.�.�.�.�.�°.���.�.�.�°.�.�.�.�.�.�°�:�. � q�
<br /> � 10 3" x 3"x 1/4" GALVANIZED PLATE WASHER IS REQUIRED. EMBED ANCHOR BOLTS 7.5" MINIMUM. (2) 2 X TOP PLATE ��� � :: . � �:::�:�: � :.: W � � �
<br /> REFER TO S-1 TO PRESSURE TREATING NOTES FOR ANGHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. � � � ��� � ��� ����'� � � `'2
<br /> POST ALIGNMENT REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN � � ��� �������� �� ���:�:� �:;; N = � � � �
<br /> APER THIS TABLE. SHEATHING ���� ���������� � � ��� � �� � � .,
<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 z ,�,_�, � F--
<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 O � � 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 . �-- � � �
<br /> TYPICAL UPPER LEVEL SHEAR WALL LENGTH Q G r �'
<br /> SHEAR WALL (SW) PANEL AS DEFINED PER PLAN SW PER PLAN Q � W
<br /> (WHERE IT OCCURS) EDGE OF SW SHEATHING
<br /> HOLD DOWN PER PLAN
<br /> 4 X 6 AT 2 X 4 WALLS 2-16d @ 6"O.C.
<br /> 6 X 6 AT 2 X 6 WALLS ��'P)
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<br /> EDGE OF SW SHEATHING i i..:...................... .... �:�:�:�:; G�:�:�.��������������� z o
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<br /> ... ...... .............. �.�. ,
<br /> ` � ���� �������� ������������ PANEL BLOCKING
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<br /> ��:�:�:�::�:�:�:•:•:�:� �............ .......�.,� I;�.;�;�..,�:�;�;•;�:{�
<br /> SW PER PLAN o �
<br /> i� ; i .�. ............. : 2 X FOR SW-1 & SW-2 2 X � �
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<br /> 'I����� ������� � � ����������; 3 X FOR w 3 REA R HOLD DOWN AT CORNER (WHERE IT OCCURS)
<br /> I.�.�.�.�.�.�.�,�.�..
<br /> SHEAR WALL EDGE/BOUNDARY I I:�:�:�:�:�:�:�:�:�:�;�:�� ;:�:�:�:�:�::�:�:�:�:�:� :�:�� ,
<br /> � .......................� �.................,..... ....::::::::::�::::� �::::::::::::::::::.: 3,q �
<br /> MEMBER PER HOLD-DOWN �____________�� �_____________ __________ ��______ _:__� FRAME NON-SHEAR WALLS SEE VIEW 3B FOR OPTION (SW1-SW3 ONL`�
<br /> �
<br /> SCHEDULE �----��---�'-'� ,---°----�---- -------�-- -�'��-�---- � PER SW-1 REQ'MNTS OR TABLE 1/S-1 �" �
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<br /> � � � � :.:::.:.:.:.:.:.:';I :.;,,.'...'.'.' ..I
<br /> ,.; .. � L�:�:�:�:�:�:•:�:•:�:�:�: •: ; . :� � SW PER PLAN �
<br /> ������������� ������� ����� � HOLD-DOWNSTRAP �
<br /> ;�........................ :....... . .. I ;. � .. ,..� ,.�.�.�.�.�.�.�.�.�...�
<br /> , .... . . ,......... �
<br /> � I � ;;�������'�� 4.......�......,�,�.�.�� PER PLAN HOLD DOWN PER PLAN �
<br /> � ; ; ��.�.•.� t..........; i 2-16d @ 6" O.C. �
<br /> HOLD-DOWN STRAP �;:���:•::�:�;�:•:���:•:s ��:�;•;�:•:�:�:�:�:�:�:�; �:�:�:�:•:�:�:�:�::::� � CHORD PER HOLD-DOWN SCHDULE �
<br /> ........... ............ � :�:�:�;�:�:�:�:�:�:� .........
<br /> . i .......... �
<br /> ��.•.�.�.�.�.�.�.�.�.�.� , i�.�.�.�.�..�.�..�.�1 i TYPICAL BOTH ENDS OF SW ��P) �
<br /> PER PLAN .......... ; I..�.�.�.•.�.•.�.�.�.�:•. � :.....................� LPT4 OR A35 CLIP SPACING PER SHEAR WALL �
<br /> ... ..•.�� :............ ,
<br /> . ............ �:�:�.�•.•:�:�:�:�I �........... , �
<br /> � ���������'���������'����� ������������� � �• �'������' (REQUIRED FOR SW-4 & GREATER. � �
<br /> � ��•����' ������� '''� REFER TO DETAILS 4 & 5). �
<br /> . . :�: � ,...........
<br /> .:` �::�:�:�:�:�:�:�:�:�:�:� .......
<br /> . :............ , ,........... ,
<br /> ���GAP :�:�:�:�.�:::.;..E .............. ...........� �...........
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<br /> , .•.•....�.�... �..,,....... � i
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<br /> EDGE OF SW SHEATHING ���•���� ����������•����������•� ��• �•� '����������� ADD (2) 2 X STUDS OR SAME SIZE MEMBER AS ABOVE � �
<br /> � � � ��� ��� ��� � WHERE UPPER SW BOUNDARY MEMBER 2 XNON SW
<br /> �
<br /> �. � ��.�� .�.��.�.�.�.�.... � .. .. �.���� • .�.�.�.•. .._. DOES NOT ALIGN WITH LOWER SW BOUNDARY MEMBER. w �
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<br /> .. ,......... ...::::::::::� J �
<br /> ���������������������� ������������������������I :�:�:�:�:�:�:�:�:�i E:�:�:�:�:�:�:�:�:�:�: ������������������� ! 3 B HOLD DOWN AT CORNER (WHERE IT OCCURS)
<br /> ..... :............ . , a,,......... � , _ �
<br /> � �.•.�.�.�.•.•.•.�.�.�.�.� ��..�.•.•.�.�.�,�.�.�.�.I �.�.�.�.�.�.�.�.�.�� t..�.•.�.�,•.•.•.�.�. � �.�.�.�.�.�.�..•.�.•� � SW1-SW3 ONLY Q .o �
<br /> PANEL BLOCKING i I�.�.�.�,�.�,�,�,�,�i E.......,,.. l.����.���.�.�.�.�.�;? I
<br /> � E . ..... i d , .... � TOP PLATE MUST � ��' '
<br /> � �;�:�:�:�:�:�:�:�:�:�:�� �::�:�:�:�:�::�:�:�:�:�, ..........� �::::::::::::::::::::: �i..........
<br /> 2 X FOR SW-1 & SW-2 � �.�.�.�.�.�.�.�.�.�.�.� r.�.�.:.�.�.�.�.�.�.�.�.�� I:�.�..�..�.�.�.�., �.�..�.�.�.�.�,�,�.� � �..�.�.�.�.�.�.� .�.{ ; HEADER BE CONT.. OVER HEADER (UNO)
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<br /> (�.•.�.�.•.�..�.•.•.•� � � I�
<br /> �.�.�.�.�.�.•.•.�. I �....:...:.:.:.:.....:.
<br /> 3 X FOR SW 3 & GREATER �.�.�.����.�.�.�.;.:.:� �:.::.::.:::.:..:::::::::� .,.,.......,....,. �,....,.,.,.,..... �.... ...... �--
<br /> I.��.������ . � HDPERPLAN 5„ i
<br /> i�.�,�.�.�.�.�.�.�.... .............. ........... ...........� � ,. .. .. � � PANEL BLOCKING 4- MIN V
<br /> i............i 4............i .. ..� i..........,i i � ........� i J
<br /> � �............ t t.�.�.�.•.�.�.�...�.� � ,.,......... TD1-TD4 ONL BTM PLATE PER -� 8 ',
<br /> t�;�;•:•:�;�;�:�;•:•;�:( � ( `� ¢
<br /> (..:.:.:.:.:.:.:.:.:.:.:.:� :::;:::::;::::::::; � ...:.:.:.:.;.:.:.;.{
<br /> ��'.'�,'.�.'.','.�.'.'.� � i ,�.�.�,�.�.�..�.�� �'�'���'�'����������'! �l�:�:�.�.�,�.�.�.�.�.�t � 2 X FOR SW-1 & SW-2 SHEARWALL SCHEDULE � � CONC, WALL &SILL PLATE � � ;
<br /> �r............ �'.'.'.'.'.'.'.'.'.'.'.'. �...........
<br /> ii .......... � r............� .......... � ......... i ��,..........�
<br /> i r �i � i � �• . ...... � i� i � z _ i:
<br /> i i.........� i.. . rl�' F- � �
<br /> G..�.�..�.�.�.�.�.:..E t.:...:...:.........:...: � � ;� (�:.,...:.:...,.,...,.j 3 X FOR SW 3 & GREATER ANCH BOLT TO AITACH HD � M � � � ,
<br /> EDGE OF SW SHEATHING � :.�..•...::......:.... ....:...:...:.....::....{ �.•.�.�.�:��.�.�.�I �.... ......1 E I..�.�.�.•.���:•.•.�� PER HOLD-DOWN SCHEDULE. o - � �/� E i
<br /> ii.... . .� r............� �..........i �.........•.iii........ .i � I'� � � VJ Z �
<br /> ' ____- '_:__ '_____________ '-_-----:__ ':__:____:_a �__-___.'-__; AND PER DET7. SW BOLTSPACING \ r SLAB PER PLAN i
<br /> PER SHEARWALL SCHEDULE
<br /> r--"�"�.---�,---1 i.-�.�----�.---�.�: -"-�-"--"�1 i,��-""�.----�1 i �---��-�a SMEAR WALL BOUNORY MEMBER (HOLD-DOWN SCHEDULE) �
<br /> HOLD-DOWN TO FOUNDATION '�� ' ' ' ' "' � '
<br /> ,;.�..�.�.�.�.�.�.�.�.�, ������������������������-�� �������������������� '�������������������� ; i��������������.�.�. ,
<br /> I} �:�.•.�;�,�: F�( I I � ���������'��•'��.� GRADE
<br /> (REFER TO PLAN FOR SIZE I C�:�:�:�:�:�:�:�:�:�:�:�� r.�.�.�.�.�.�:�:�;�:�::�E I:�:�:�:::�:�:�:�:i ��:�:�:�:�:�:�:�:�:�:�:! I i:�:�:�:�:�:�:�:�:�::� � HOLD-DOWN TO FOUNDATION �
<br /> ..............� �............, ,........., ,..........., �.........., a a
<br /> ,�............ ............. ............ �..........,� ,..........., �. Zt,.
<br /> & HOLD-DOWN SCHEDULE I �!� 'ii�������������������i REFER TO PLAN FOR SIZE / � � /
<br /> FOR BOLT !����:���.�...����������.� 4��;�;�.�;�;�.�;;�.�;�.�E �.������.�.�.���.�i � (! i�.�.�.�.�.�.�.�.�.�..� � ��/ i � %\�/ HOLD-DOWN PER �, �
<br /> ) �, ....:�'���'���, ,.�............�� .�.:.....:.:.:.�.�! ;:�:.:.:.:.::.:,:.:�:�s ;.�.:�:�:�:�:�:�:�:�.� � & HOLD-DOWN SCHEDULE FOR BOLT) / / � � / , / , �� o
<br /> I i �i (:�:�.�.�.�.�.�.�.�.�.i �\ � o /\�� ;�\� PLAN �` �� � a' �k
<br /> ` , � i!!;;;�;�;�:�::�:�: ' CONFINEMENT REINF. / �/\ .� , �i �/� , � �a�° ' � Z
<br /> 2 X PT HF 2 SILL � �:�:�:�:�:�:�::�:�:�:i t:�:�::�:�:�:�:�:�:�:�:�' i��:�:�:�:�:�:::�: ,........ ..� i,........... EDGE OF SW SHEATHING / / \/ �
<br /> , ..,...... ! .......... � ........� ......... ,......... \
<br /> FOR SW-1 & SW-2 :..:.:: .... � �� E��������'�'i � ����'�"" � PER DET 7 SHEAR WALL BOUNDARY MEMBER � N ��� �w�
<br /> :.�.�.1 ��������������'���'�'�'� ����������'�������� ������'�'�'�'�'�'���,,i.. �.�.�.�.�.�.�. CONFINEMENT REINFORCEMENT � ���, 369z3 � w�
<br /> 3 X PT HF 2 SILL i ���:�:����������������� �����������������������i,�:.:.:::::.:::.:.:::: �::.:.:;:.:.:.:;�::.:;�� ��:�:�:�.�::���:�� ' � BOLTED/LAG BOLTED HOLD-DOWN INSTALLATION WHERE SLAB OCCURS TIE ROD TO FOOTING VERT. REINF. o�. ��
<br /> (2) #4 BARS @ 3 O.C. s�L � �,�
<br /> •:�:�:�:�:�:�:�:�I k:•::�:�:•:�:�:�:�:�:�:� � .......... ........... .�.�.�.•.�.�.�.� �, � 1
<br /> FOR SW 3 & GREATER ... ...........................:............................... .... RIM JOIST (WHERE IT OCCURS) - ___:___________________________________ _ (2) BARS REQ'D @ ANCHOR ROD o SILL PLATE roNAL ��
<br /> . .. . ............� ..�. - . . ..... . ....� ANCHOR ROD
<br /> �� � ��� ANCH BOLT PER ADD ADDITIONAL STUDS
<br /> ... ......... ................... ................... ........ ....
<br /> ° �! a °° � � i� , �� °° ° � ���° �� a �) SHEARWALL SCHEDULE PER HOLD-OOWN SCHEDULE
<br /> a �I ° a��° � oa o , �a �� a �� `°i� a° TYPICAL MAIN/LOWER LEVEL AT CORNER WALLS TO FULLY I
<br /> �l � � �_ � �_ ° � STHD14 ATTACH STRAP TO SHEAR WALL _ . PROUECT �
<br /> a � 4 a a a < o � ' a �' SHEAR WALL (SW) PANEL WHERE STRAP IS INSTALLED 8"FROM EDGE. GRADE cr, � � � � � . ' � � .� � ^ �
<br /> a
<br /> a ° ° �° , ao a , � a ° � 8"MIN FROM - -�- - �--- --- ----------- ----�-----..
<br /> ° � ° 4 ° � ° ° � CORNER OF WALLS STITCH STUDS WITH � �. � � ,� u i �
<br /> ° ° ° 12d @ 4"O.C.X 2 STAGGERED ROWS � �� ' � , �� �� ^ � �a °
<br /> 2" 1� X 10 ANCHOR BOLT @ 48" O.C. (INSTALL BETWEEN STUD \ \ \ \� \' = \ N >\ , i i•�� � ' �� i a " �' � i � ' �
<br /> EDGE OF SW SHEATHING IN NON-SHEAR WALLS &SHEATHING) j�/j�//�///�///�! �" �� �� �/ � . � � �
<br /> SLAB WHERE IT . �\,�\.�\.�\.�\'.T'.��\� \���\�� oa i j' a , . � �. d i , ° i
<br /> SHEAR WALL LENGTH 1YP ANCHOR BOLT
<br /> OCCURS �- � � � ' '
<br /> AS DEFINED PER PLAN � � ------ -+-�-- �- ��
<br /> SIZE & SPACING PER SHEARWALL SCHEDULE ;; a ° 4 BEND BARS & . ' i- ��---- -- ---�i----`--- � . i �
<br /> EXTEND 40" BEYOND � �� a � � � � ��
<br /> ���������� � ����������� . � � �. a� �°� � . �° .° ��� � � �a� � �� � SHEET N0
<br /> ,�i��i,�i�, �i���i�� --=-+ �----� ----.-o -.�---=--a-- ----�-� _.�_.
<br /> �j � � , � .. a
<br /> . , .
<br /> � � � ��j� . . .
<br /> ��\�� '� 'a \ � TYPICAL FOUND.HOOKED BAR FAILURE PLANE
<br /> TYPICAL SEGMENTED SHEAR WALLS SW Aoo ,-�o4RE.BAR INTOFOOTING TYPICALFOOTING
<br /> � NO SCALE 24"LONG AT HPA STRAPS (REFER TO FOUNDATION DETAILS} (ENGR. REF) REINF. PER FOOTING
<br /> 1. REFER TO PLAN FOR SHEAR WALL LENGTH & HOLD-DOWN SIZEs. OPTIONAL STHD141NSTALLATION WHERE SLAB OCCURS (TD1 & TD2 ONLY) 40" DETAILS.
<br /> 2. REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE, NAILING AND BLOCKING. , THREADED ROD HOLD-DOWN REQUIREMENTS �■
<br /> 3, REFER TO SH�AR'WALL'SCHEDULE FOR BOUNDARY MEMBERS. � 1. THIS A 1YPICIAL DETAIL IS APPLICABLE TO HOLD-DOWNS TD1-TD4.
<br /> 4. REFER TO HOtD-DOWN SCHEDULE FOR HOLD-DOWNS & BOLTS. TYPICAL HOLD-DOWN ATTACHED DIRECTLY TO CONCRETE AND FOUNDATION WALLS AT LEAST 48" LONG. REFER TO SPECIFIC DETAILS
<br /> 4 FOR OTHER CONDITIONS. ,
<br /> 2. THIS DETAIL IS APPLICABLE TO FOUNDATIONS WITH CRAWLSPACE. EXTEND
<br /> THRFADED ABOVE FLOOR RIM.
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