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i
<br /> HOLD-DOWN SCHEDULE - HOLD DOWNS ATTACHED TO CONCRETE
<br /> MARK _ TYPE CAPACITY ANCHOR BOLT(MONO POUR) ANCHOR BOLT(TWO POUR) NUMBER OF STUDS/SOLID COLUMN NAILS/SCREWS/BOLTS
<br /> TD1 STHD14 OR HDU4-SDS2.5 3285 SSTB24 (FOR HDU4) SSTB24(FOR HDU4) (2) 2 X HEM-FIR 30-10d (0.148"DIA)
<br /> TD2 HDU5-SDS2.5 (SPF/HF) 4065 SSTB24 (FOR HDU5) SSTB24(FOR HDU5) (2) 2 X DOUG-FIR 38-10d (0.148"DIA) SHEAR WALL SCHEDULE
<br /> TD3 HDU5-SDS2.5 (DF/SP) 5645 8"0 x 24 ASTM A307 $"0 x 24 ASTM A307 (2)2 X DOUG-FIR 40- 10d (0.148"DIA)TD4 HDU8-SDS2.5 7460 SSTB28 SSTB34 (2)2 X DOUG-FIR 20-in X 3-SCREWS MARK CAPACITY(LB/FT) SHEATHING
<br /> NAIL SIZE(3) EDGE NAIL SPACING
<br /> FIELD NAIL SPACING BOTTOM PLATE NAILING SILL PLATE CONN.TO SHEAR CLIP SPACING TYP FRAMING FRAMING AT FOUNDATION SILL
<br /> TD5 HDU11-SDS2.5 9540 - 1"0 X 24 ASTM A307 1"0 X 24 ASTM A307 6 X 6 DF 2 POST 26-z"X 3-SCREWS
<br /> (1) (PLYWOOD/OSB) (2) (4) (2ND FLOOR) (6) FOUNDATION(10) (LTP4 OR A35 REFER TO DETAILS) (U.N.0 ABUTTING EDGES(11) PLATES PLATES
<br /> ii
<br /> TD6 HDU11-SDS2.5 11175 1"0 X 24 ASTM A307 1"0 X 24 ASTM A307 6 X 6 DF 1 POST SW-1 213 7/16 8d (0.131"DIA) 6 SEE NOTE 5 16d @ 6"O.C. 'X 10 @ 35"O.C. LTP4 or A35 @ 16"O.C. 2 X 2 X 2 X (2) 2 X o-
<br /> TD7 HDU14-SDS2.5 14445 1"0 X 24 ASTM A307 1"0 X 24 ASTM A307 6 X 6 DF 1 POST SW-2 254 7/16 8d (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 ° o
<br /> 11 1" 11 11
<br /> TD8 HD12 15510 1-1/8"X 24 ASTM A307 1-1/8"X 24 ASTM A307 6 X 6 DF 1 POST SW 3 350 7/16 8d (0.131"DIA) 3 SEE NOTE 5 16d @ 4 O.C. z X 10 @ 20 O.C. LTP4 or A35 @ 16 O.C. 2 X 3 X 3 X (2) 2 X W
<br /> TD9 HD19 19070 1-1/4"X 24"ASTM 307 1-1/4"X 24"ASTM A307 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 , in
<br /> 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"0.C. 2 X 3 X 3 X (2)2 X W -IQ o
<br /> SW-6 836 32 BOTH SIDES 10d (0.148 DIA) 4 SEE NOTE 5 a'DIA LAG SCREW @ 4"O.C. i"X 10 @ 18"O.C. SEE DETAIL 1 2 X 3 X 3 X (2)2 X 1] � z o - g
<br /> NOTES: SW-7 1200 32 BOTH SIDES 10d (0.148 DIA) 3 SEE NOTE 5 "DIA LAG SCREW @ 3"O.C. z'X 10 @ 14"O.C. SEE DETAIL 1 2 X 3 X 3 X (2)2 X -' Q N
<br /> 1. HOLDDOWNS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE CO, OR EQUIVALENT. SW-8 1540 32 BOTH SIDES 10d (0.148 DIA) 2 SEE NOTE 5 i"DIA LAG SCREW @ 3"O.C. a'X 10 @ 24"O.C. SEE DETAIL 1 2 X 3 X 3 X (2)2 X
<br /> z
<br /> 2. ALL BUILTUP STUDS SHALL RECEIVE SHEAR WALL EDGE NAILING. ADJUST STRAP
<br /> igi
<br /> o•d-
<br /> 3. INSTALL HOLD-DOWN BOLTS THRU THE THICKER SECTION OF THE SOLID POST. � III TO PROVIDE NAIL SPACING r it,„
<br /> NOTES 4" 0 LAG BOLTS PER SCHEDULE SHEATHING PER SCHEDULE R U =
<br /> 4. 5/8" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST20, SST24, OR SST28. SHOWN
<br /> ALLOWABLE SHEAR CAPACITY ASSUMES HEM-FIR FRAMING AND IS BASED ON THE 2015 IBC SHEATHING PER SCHEDULE i M §.N .
<br /> 1 4 X D - DF2 FOR SAWN JOIST D
<br /> 3/4" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. II I SHEATHING WITH INCREASES FOR LOAD DURATION. SW-7 & SW-8 REQUIRES DOUG-FIR FRAMING. $ 3.5 X D - LVL FOR TJ
<br /> I (LENGTH TO EQUAL SW ABOVE)
<br /> HOLD-DOWN SCHEDULE HOLD DOWNS ATTACHED BETWEEN FRAMED = II__I NAILS MAY BE 2 UPON ENGINEERS APPROVAL, 19/32" RATED SHEATHING MAY BE USED WITH NO CAPACITY REDUCTION. _ 1?,,-7 � FILLER h A35 @ 16" O.C.
<br /> TYP NAILING III=-- OMITTED HERE O.S. INDICATES ONE SIDE OR WALL TO BE SHEATHED, B.S. INDICATES SHEATHING ON BOTH SIDES. T'N I, ,r tri
<br /> WALLS N ! jXF
<br /> D HIGHER ALL PANEL EDGE NAILING AND FOUNDATION SILL NAILING-10d (0.148 DIA) 4 FOR SHEAR WALL TYPES SW3 AN-10d (0148"DIA) BOTH STRAPS I LL DEPTH BLOCK '
<br /> SHALL BE STAGGERED. 111 FLOOR JOIST 1i��
<br /> (2) MST48 6210 (2) 2 X DOUG-FIR (2)38-1od (0.148" DIA)** (UNO) II @ HOLD-DOWN LOCATION WHERE IT OCCURS
<br /> (2) MST60 9600 (3) 2 X DOUG-FIR (2)40- 10d (0.148"DIA)** II 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
<br /> liV SIDES OF STUDSIIIV
<br /> 5.5"OR 7.5" FOR 2 X 4 WALL II � 6 WHERE LAG SCREWS ARE REQUIRED, SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2-1/4" SHEATHING PER SCHEDULENOTES: 7.5" FOR 2 X 6 WALL I� APPLIES TO SW-6 ONLY
<br /> (1) FILL ALL HOLES WITH 10d COMMONS NAILS (EXCEPTION SEE NOTE 3). !I PENETRATION OF THE LAG INTO THE RIM JOIST BELOW. PRE DRILL WITH 3/16 DIA LEAD HOLE. 1 A Q
<br /> i
<br /> (2) WHERE DOUBLE STRAPS ARE INDICATED SUCH AS (2) MST37 USE 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS DESIGNATED ON PLANS DOUBLE SIDED SHEAR WALL CONNECTION DETAILS (SW-7 THRU SW-8) I- W
<br /> 10d X 1-1/2" COMMONS NAILS. SEE DETAIL A/S-3 FOR DETAIL. 1 HDUXX AS PERFORATED SHEAR WALLS. THESE ANCHORS ARE NOT REQUIRED AT FOUNDATION SILL PLATES. CO p Q CO
<br /> (3) THE VALUES ABOVE ARE BASED ON A 16" CLEAR SPAN WITH HEM-FIR , HOLD-DOWN B DOUBLE STRAP 10d NAILING (TYP) 411 2" O
<br /> FRAMING &WIND LOAD DURATION.
<br /> AT EACH-SIDE OF WALL 8 ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. rQ _! N
<br /> ** STAGGER NAILING PER DETAIL B WP9 WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1. .... .......... .... .•. '.. J Z
<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 O O
<br /> REFER TO S-1 TO PRESSURE TREATING NOTES FOR ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. -:•.'.`.-:':•:':-:-:•`-:-:-:-:-:':•:':•:-:':-:-:- IMI C I- <
<br /> POST ALIGNMENT REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN ::..:...:::.. �, O Z
<br /> Cli-
<br /> PER THIS TABLE. SHEATHING 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 W J 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 w
<br /> REQUIRED PER THE HOLD-DOWN TABLE, USE (1) 3 X & (1) 2 X X . l-t_ CD CC
<br /> TYPICAL UPPER LEVEL W
<br /> PANEL SHEAR WALL LENGTH SW PER PLAN BRACED WALL PANEL PLAN CV >
<br /> SHEAR WALL (SW) AS DEFINED PER PLAN _ STUD WALL FRAMING W
<br /> (WHERE IT OCCURS) EDGE OF SW SHEATHING HOLD DOWN PER PLAN •
<br /> SHEATHING PER SHEARWALL SCHEDULE Z d'
<br /> 4 X 6 AT 2 X 4 WALLS 2-16d @ 6° O.C. BRACED WALL PANEL PLAN ;-�- STUD WALL FRAMING LL!
<br /> 6 X 6 AT 2 X 6 WALLS (TYP) SILL PLATE NAILING SHEATHING PER SHEARWALL SCHEDULE '
<br /> 2 X BLOCKING PER SHEARWALL SCHEDULE
<br /> SILL PLATE NAILING cn
<br /> "'
<br /> t'.'.'.'.'.'.'.'.'.'. 1 TO SPAN FULL LENGTH cc
<br /> t'.'.'.'.'.'.•.-.'.' ! 1 "• 1! PER SW SCHEDULE
<br /> EDGE OF SW SHEATHING `�� FLOOR SHEATHING 2 X BLOCKING ¢ o
<br /> F:•••:.::':::•:':.:11:.'..':':......:.:. :.:.:.::'.•...•! 1...:....... 1 �1• - --- -- ---- OF SHEAR WALLS
<br /> ,............ .'.'.•:1 I.'.::.'.:.-.'.:.-.:•1 TO SPAN FULL LENGTH
<br /> FLOOR SHEATHING �' '-
<br /> t.. :.:....! ...........1 PANEL BLOCKING OF SHEAR WALLS w
<br /> 1 I 2 XSW PER PLAN BOUNDARY NAILING: 1 t:'::'::'' ':::: ! I:.::::::: ::i2 X FOR SW-1 & SW-2
<br /> c o
<br /> cc
<br /> ;.........'.' ! ;:.........:.....::....:. ..::....:.:......1 .........'.'.; PER SW SCHEDULE ,: ,:_ ... :..-...
<br /> 3 X FOR SW 3 & GREATERi. 1/2" GAP
<br /> �;.:.:.:.:.:.:.:.:.:•:.;; ;.._.•.••.,••-...• ...,.•.�.�.•.•� ':�:';':':':�:�:':�:�� HOLD DOWN AT CORNER (WHERE IT OCCURS) (TYP TOP PLATE , ► BOUNDARY NAILING
<br /> SHEAR WALL EDGE/BOUNDARY !;.: ! ! ! ° 3A C.L. +_ ., _ PER SW SCHEDULE 1/2" GAP
<br /> 1 ....•
<br /> ..•..; 1...•:• .. ! SEE VIEW 3B FOR OPTION(SW1-SW3 ONLY) & BTM SILL) STRAP TYP TOP PLATE N r 1 •I - FRAME NON-SHEAR WALLS _
<br /> MEMBER PER HOLD-DOWN �...........; t__:__:�:___. ...'.�..'..'.�.y :•_::_•:_:_ ,.. ( + �,
<br /> SCHEDULE ` "'-�~ PER SW-1 REQ'MNTS OR TABLE 1/S-1 f "' ' & BTM SILL) STRAP `� N
<br /> SW PER PLAN \ (2) 2 X BLOCKS III
<br /> .�
<br /> HOLD-DOWN STRAP •
<br /> ,........... 1............. 1 1........... STRAP PER PLAN
<br /> PER PLAN HOLD DOWN PER PLAN WHERE TD OCCURS v
<br /> 1 ............. ..... ..... ..•.'.'.•.'.•.�.-.'.'.y 11.
<br /> (IF REQUIRED) � STRAP PER PLAN:.:': ;; :.'.'.::. 1 ;.......... 2-16d @ 6" O.C. A35 CLIP PER
<br /> HOLD-DOWN STRAP t•.'.'.'.'...•-•.-.1 }.'.'.'.'.':.'.'.'.'.':' I..........'; CHORD PER HOLD-DOWN SCHDULE
<br /> DO NOT CUT JOIST , A35 CLIP PER
<br /> PER PLAN } ! LPT4 OR A35 CLIP SPACING PER SHEAR WALL TYPICAL BOTH ENDS OF SW (TYP) SW SCHEDULE (SW-4 THRU SW-7) (IF REQUIRED) SW SCHEDULE(SW-4 THRU SW-7)
<br /> (:':::::'::':'::1 1 :.'...':'' DO NOT CUT JOIST
<br /> I............. I.'.•.'.:.'..'.'.•..'. ... ..I ,........... STUD WALL FRAMING ,
<br /> 'I '••• •••••• .! t••••- .•:. ..• ..'.1 I•..'..':.':.-.'.•_ (REQUIRED FOR SW-4 &GREATER.
<br /> ............
<br /> I.'.'.'...'.'..'.'. REFER TO DETAILS 4 &5). .e�l�.. BRACED WALL PANEL PER PLAN
<br /> . ............ :..'.'.•.'. '.•.•.'.•.•....'.'1 1- .•.•..•.•,; Z l►9:1 , STUD WALL FRAMING J_
<br /> 111 ►:.'.':.':..'..'... .. -�-� , BRACED WALL PANEL PER PLAN
<br /> '1 1•.. "' I I"' �' SHEATHING PER SHEARWALL SCHEDULE
<br /> z GAP ::':':'::':'::'::: ':':.......; L..'. ,
<br /> EDGE OF SW SHEATHING r ''' t.'.•.':.:.......:...•••• I .-..............1 ADD (2)2 X STUDS OR SAME SIZE MEMBER AS ABOVE
<br /> • SHEATHING PER SW SCHEDULE - Q
<br /> �..... ...... / 2 XNON SW ��� , f-
<br /> .... ...................................... / WHERE UPPER SW BOUNDARY MEMBER W zz
<br /> ..• •••• ... •• .... ; _ DOES NOT ALIGN WITH LOWER SW BOUNDARY MEMBER. � - Q c)
<br /> ii: HOLD DOWN AT CORNER (WHERE IT OCCURS) BRACED WALL AT PARALLEL JOIST �� EXTERIOR BRACED WALL AT PERPENDICULAR JOIST 1-14
<br /> N3B 5 ,I I I I............ Ed.1...........1 SW1-SW3 ONLY °EXTERIOR
<br /> u, t.
<br /> PANEL BLOCKING 17 I I .......
<br /> .f. , t I 1 1 I �., : TOP PLATE MUST
<br /> 2 X FOR SW-1 & SW-2 '} I I BE CONT.. OVER HEADER (UNO)I'U............1 1............1 I..........1 �...........°.1........ HEADER � �
<br /> 3 X FOR SW 3 & GREATER 1I 1c•••••• :: : ••••
<br /> .............. I.•.•.'.•.•.'.:.•.•.•.., ;........., ,........... HD PER PLAN �- _
<br /> ...........1 1............ I..........I ,........... J 45" MIN ► ,� BOLTED-HOLD DOWN C.)
<br /> I....••••••••IF...._••••-'•11•---•...•11.......•••-1 1 PANEL BLOCKING (TD1-TD4 ONLY) BTM PLATE PER a 8 .
<br /> (2y
<br /> 1 ...........1 I .... ....JPER PLAN
<br /> t............! 1.'.:.'.'.-.'.:...' [::.:-:.:.:::.:.:-:.:1 EDGE MEMBER
<br /> •�' I 1 '.�.�.�.'.'.'.'.'-'.�1 2 X FOR SW-1 &SW-2 SHEARWALL SCHEDULE � � CONC. WALL& SILL PLATE --1::::.:
<br /> , , , , , , 3 X FOR SW 3 & GREATER ANCH BOLT TO ATTACH HD
<br /> ' ° �� � (2) 2 X PLATES �
<br /> ............. b- PER S.W. SCHEDULE a
<br /> 1 r:..':.'.'..': (.:...:.:......•.•, L...::.:.:...;I PER HOLD-DOWN SCHEDULE. . 1 1 V,
<br /> EDGE OF SW SHEATHING I
<br /> r-.•.•'.............•., ,...•..'.-.•.'.•.'.•.•.•:u 1.....: : I:-:-:-:.:.:.:.:.:.••:, ,.•......... , SLAB •PER PLAN ROD PER HOLD-DOWN ' I RIM JOIST (TYP) o ~
<br /> •••• .....1 �....... .... �.......••. 1 I........,.; AND PER DET 7. SW BOLT SPACING
<br /> IT• T
<br /> 1 1 1 1 - 1
<br /> __ _ SCHEDDUL ...
<br /> I"...'.. i ( ........:.i I i -.•.. ) ~-- ' ,- . (HOLD-DOWNSCHEDULE) PER SHEARWALL SCHEDULE
<br /> L-.�.�.-:.-.�..�:.I �.....--�.•, � SHEAR WALL BOUNDRY MEMBER a �
<br /> HOLD-DOWN TO FOUNDATION I.•.'.'.•.-.-.-.-.•.•.•.I I:•.•..-.'..•.'.... •1 ;..........•i ; GRADE A t C 0
<br /> -
<br /> (REFER TO PLAN FOR SIZE I,..........., !......... III I 1 HOLD-DOWN TO FOUNDATION • ��- •� ��- - _
<br /> .................-::.-
<br /> & HOLD-DOWN SCHEDULE 1............1 1.............111.........11.............1 1._...•.•...-.•......I ^- k
<br /> ............ ............ ......... ........... ........... (REFER TO PLAN FOR SIZE i \� \/ / / �� �/\ •.::;:;::::;::�::•:::::::::;•:::;;:::;:�::::•:::: :::;:;;::::-:;:•:::•::•:::::::-:;:::•:•:::•::;•:;•;:•:: _
<br /> I I � III 11..........; ;..... - \ ::::::;:::•;::::;:::;:::;::;::: ::•....:;::::;;:•: ::•::;•:::::-- �:•::: ;:;::::::::;::: '1- MST48 STRAP e r �'
<br /> r.'..'.'.'..'..'..'; t• 111- 1 1............ ......:..:..:..; \/ ' �/ �� /\/� HOLD-DOWN PER MST48 STRAP I ...
<br /> FOR BOLT) •••-...... . . . ... 111::
<br /> -......•11...........1I . . , & HOLD DOWN SCHEDULE FOR BOLT) / / // ,o // �- :,.........1 .. L.. .. .. \ ° \ \\ PLAN ::;•:::::: :;:::::.:::::::• •:;:•:•::•;:•;:.::•:;•:::::;::
<br /> /\� A� / CONFINEMENT R 3" x ,0••••i ,.-...'..•..-.•.•.. I 1 I I CONFINEMENT REINF. / i // a '�
<br /> 2 X PT HE 2 SILL r•;•;•;.;•;:;.;:;:;.;.;.;10.:...:.:...:.:.:.:: :.:.:.:.:.:.;.-.;;... EDGE OF SW SHEATHING y. ..v d,A\<\ ,„ REINFORCEMENT / .
<br /> FOR SW-1 & SW-2 I I .:. '� !1 ! PER DET 7 SHEAR WALL BOUNDARY MEMBER O T (2) 2 X STUDS HDR PER PLAN • .. N', 4-.0 s
<br /> I I I 1 1 2 #4 STIRRUPS �o w�
<br /> s 0.•• I ' . -- . BOLTED/LAG BOLTED HOLD-DOWN INSTAL_ATION WHERE SLAB OCCURS TIE ROD TO FOOTING VERT. REINF. i @ STRAP LOC 8A °� ` 69 w
<br /> 3XPTHF2SILL I 111..........: :..........: 1; .....
<br /> FOR SW3 & GREATER 1 111.'.........II..'..'......;I ,�
<br /> (2) BARS RE ID @ANCHOR ROD
<br /> II -
<br /> ' ---•--1 6" Y� (EACH-END) '
<br /> ::::::.. RIM JOIST (WHERE IT OCCURS) o ..•.. �SSIOIVAL G1
<br /> • ANCH BOLT PER ADD ADDITIONAL STUDS ANCHOR ROD SILL PLATE J FOR STRAP INSTALLATION
<br /> °d d < ° • ° ° ° ° ° SHEARWALL SCHEDULE AT CORNER WALLS TO FULLY PER HOLD-DOWN SCHEDULE / .
<br /> 11 . 114 ° 11 A ti 11 • \ '���'. 2 2 X STUDS
<br /> 11 11 ° 11 . TYPICAL MAIN/LOWER LEVEL ATTACH STRAP TO SHEAR WALL /�1/////�i////// ������ ��������//�� O PROJECT #
<br /> i a �_ ° ° d jh °< ° °, ° It ° , ' .�'N, SHEAR WALL (SW) PANEL STHD14 WHERE STRAP IS INSTALLED 8'FROM EDGE. GRADE , ! ^ �' UNDER HDR (TYP)
<br /> °° ° .d d \ 8"MIN FROM STITCH STUDS WITH ` - - ' r 1 .
<br /> ° d ° °\ 111 CORNER OF WALLS 12d @ 4"O.C.X 2 STAGGERED ROWS t' • •• • . ° TYPICAL HOLD-DOWN OVER HEADER BEAM
<br /> �d ° �� 0 X 10 ANCHOR BOLT 48 O.C. ,,xi\i ,/\i\,`,�\ _ ,/ ,, ,�
<br /> @ (INSTALL BETWEEN STUD \/\/\/\/\/\ N_N/\j�
<br /> 2 \ \ \ \ \ \-'z \ . ca ; a w R SHEATHING) �r .- " -
<br /> EDGE OF SW SHEATHING IN NON-SHEAR WALLS &S ) I ,/�\,�„\\ /\\/\\/� _, \/�\/�° , - , • a _ FOR TD2 HOLD-DOWNS & GREATER v3 .. 2379
<br /> SHEAR WALL LENGTH ! OCCURSHERE FT i i�•' � °a• • i „ . . . • .4a .-. � .4 . °.a
<br /> TYP ANCHOR BOLT i�. •
<br /> AS DEFINED PER PLAN SIZE & SPACING PER SHEARWALL SCHEDULE �" BEND BARS& ° - • ° i I
<br /> I STRAP HOLD-DOWN
<br /> /\\//\//\ EXTEND 40" BEYOND r z ° • as ° 4 a a a• ' • -I °_ I I PER PLAN
<br /> _ • SHEET NO
<br /> \\/�\\/��/ 1\\\�\�\ = �r -4 . ° ` ---' °I- - -4-I I I RIM JOIST TYP
<br /> \/\ \/\ i - �1•. � � I a ` I „� .I ° - EDGE MEMBER (TYP)
<br /> /\/ / TYPICAL FOUND.HOOKED BAR FAILURE PLANE PER S.W. SCHEDULE 2 2 X PLATES
<br /> L SEGMENTED M E NTE D SHEAR EAR WALLS (SW) - ADD 1-No 4 RE-BAR INTO FOOTING ENGR. RE TYPICAL FOOTING I OTYPICA S 24" ( O REINF. PER FOOTIN 3 `' "
<br /> 2 NO SCALE LONG AT HPA STRAPS (REFER TO FOUNDATION DETAILS) 4011 DETAILS. HDR PER PLAN
<br /> 1. REFER TO PLAN FOR SHEAR WALL LENGTH & HOLD-DOWN SIZES. OPTIONAL STHD14 INSTALLATION WHERE SLAB OCCURS (TD1 & TD2 ONLY) (REFER
<br /> ROD HOLD-DOWN REQUIREMENTS III
<br /> 2. REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE, NAILING AND BLOCKING. C - �`�
<br /> 1. THI A TYPICIAL DETAIL IS APPLICABLE TO HOLD-DOWNS TD1 TD4.S • EVERETT
<br /> FOR BOUN
<br /> DARY MEMBERS.
<br /> F
<br /> . REFER TO SHEAR WALL SCHED
<br /> ---4% 1=I
<br /> ULE 0 O
<br /> 3 11 Y
<br /> WALLS AT LEAST 48 LONG. ............... .............
<br /> CIT
<br /> Y AND FOUNDATIONW G. REFER TO SPECIFIC DETAILS
<br /> 4. REFER TO HOLD-DOWN SCHEDULE FOR HOLD-DOWNS & BOLTS. TYPICAL HOLD-DOWN ATTACHED DIRECTLY TO CONCRETE
<br /> FOR OTHER CONDITIONS. STRAP OPTION EV EVVED
<br /> THREADED ABOVE FLOOR RIM. F T
<br /> 62.THIS DETAIL IS APPLICABLE TO FOUNDATIONS WITH CRAWLSPACE. EXTEND S
<br /> FOR MST48 STRAP INSTL ONLY.
<br />
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