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<br /> 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/SOUD COLUMN NAILS/SCREWS/BOLTS CAPACITY(LB/FT) SHEATHING LOSE NAIL SPACING BOTTOM PLATE NAILING SILL PLATE CONN.TO SHEAR CLIP SPACING TIP FRAMING FRAMING AT FOUNDATION SILL
<br /> 101 STH014 OR HDU4-S002.5 2275 SSTB20(FOR H024( 080024(FORHDU4) (2)2 X HEM-FIR 30-10d(0.148'DIA) MARK NAIL SIZE(3) FIELD NAIL SPACING plATES I U 1
<br /> TD2 HOU5SDS2.5(SPF/HF) 4065 051824(FOR HOUR) SS1B24(FOR HOUR) (2)2X DOUG-HR 39-10d(0.148'DM) (I) (PLYWDOO/OSB)(2) (4) (2N0 FLOOR)(6) FOUNDATION(10) (LTP4 Oil AU REFER TO DETAILS) (UN.O PBu7nNGEWES(11) PLATES
<br /> 103 H505SD32.5(OF/SP) 5645 ('0 x24 ASTM A307 )Sx24ASTM A307 (2(2X DOUG-RR 40-10d(0.148.01A) SW-1 213 7/16 8d(0.131•DIA) 6 SEE NOTE 16d@6.O.C. )'X10 Q35.0.C. L1P4 orA35@ 16.0.C. 2X 2X 2% (2)2X
<br /> T04 HDU8SDS2.5 7460 SSTB28 551134 (2)2X DOUG-RR 20--'X3-SCREWS SW-2 254 7/16 8d(0.131"DIA) 4 SEE NOTE 16d Q4°O.C. )"X10 @ 30.0.C. LTP4 or A35 @ 16°O.C. 2X 2X 20 (2)2X o13D
<br /> TD5 HDU11SD02.5 9540 PDX24ASTM A307 1"0 X 24 ASTM A307 (3)2X000G-FIR 26--X3-SCREWS SW-3 350 7/16 8d(0.131'DIA) 3 SEE NOTE 5 16d@4.0.C: )010@20.0.C. LTP4 orA35@16.O.C. 2X 3% 30 (2)2X j 02 A
<br /> 7D6 HDU11-0002.R 11175 1'0%24ASTM A307 1.0%24 ASTM A307 4 X 6 OR 6 X6 DF 1 POST ��l y
<br /> SW-0 492 15/32 10tl(0.148 DN) 3 SEE NOTE5 16d Q8"O.C. �'%10 @24.O.C. LTP4 orA35Q 12.0.C. 2X 3% 3X (2)2X
<br /> IDT HDU74SD52.5 14925 1.0X24ASTM A307 1'0X24 ASTM A307 4%60R6X60F1 POST - vWM y
<br /> SW-5 631 15/32 10tl(0.148 DIA) 2 SEE NOTES 16tl@2°0.C. �'%10 @18"O.C. LTP4 or A35@9°0.C. 2X 3X 3X (2)2X llJin � d . r--o
<br /> NOTES: SW-N 836 'i BOTH SIDES 10d(0.148 DIA) 4 SEE NOTE {DMIAG SCREW @4.0.C. }X10 @18.O.C. SEE DETAIL 20 3% 3% (2)2X U; <3 0 17-,<.?
<br /> 1.HOLDDOWNS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE CO,OR EQUIVALENT. SW-7 1200 ((BOTH SIDES 10d(0.148 DIA) 3 SEE NOTE5 }'DM LAG SCREW @3"O.C. I"%10 @ 14.0.C. SEE DETAIL 1 2X 3x 3X (2)20 M}' ix7=
<br /> SW-8 1540 BOTH SIDES 10(0.14805/ 2 SEE NOTE r DM LAG SCREW@ 3"0.C. X10 @24.O.C. SEE DETAIL 20 3X 3X (2)2X �`'
<br /> 2.ALL BUILTUP STUDS SHALL RECENE SHEAR WALL EDGE NAILING. I ADJUST STRAP ) 0 nc�, 1 w CF,
<br /> 3.INSTALL HOLD-DOWN BOLTS THRU THE THICKER SECTION OF THE SOLID POST. Q_ TO PROVIDE NAIL SPACING NOTES 3 ��/ p�M=
<br /> 4.5/8'DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST20,SST24,OR SST28. - 'I SHOWN }'0 LAG BOLTS PER SCHEDULE SHEATHING PER SCHEDULE a E
<br /> 1 ALLOWABLE SHEAR CAPACITY ASSUMES HEM-FIR FRAMING,AND IS BASED ON THE 2012 IBC SHEATHING PER SCHEDULE I LI'L-n) 3 Y
<br /> 3/4°DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. : 11 I SLIT IN 4X D-DF 2 FOR SAWN JOIST 3 a A
<br /> WITH INCREASES FOR LOAD DURATION.SW-7&SW-8 REQUIRES DOUG-FIR FRAMING. 1111 d-E
<br /> SHEATHING 3.5X0-LVL FOR TJ I r�^'HOLD-DOWN SCHEDULE-HOLD DOWNS ATTACHED BETWEEN FRAMED NAILS MAYBE 2 UPON ENGINEERS APPROVAL 19/32"RATED SHEATHING MAY BE USED WITH NO CAPACITY REDUCTION. a_� (LENGTH TO EQUAL SW ABOVE) ��.�- - FILLER A35 @ 16"O.C.
<br /> WALLS TYP NAILING IiiOMITTED HERE O.S.INDICATES ONE SIDE OR WALL TO BE SHEATHED,B.S.INDICATES SHEATHING ON BOTH SIDES.TYPE(2) CAPACITY(3)(4) NUMBER OFSTUDS/SOLID COLUMN NAILS/SCREWS IBOLTS (NOTALL NAILS I�I (NEAR STRAP) LTP4 @ 12"0.0. �.�r A35 @ 16°O.C. . LTP4 @ 12'O.C. i'�MST37 2010 (2)2XHEM-AR 30-10d(0.148•DIA) SHOWN-ALL TI,I 3 8dNAILS=0.131°dia 10dNAILS=0.148°dia _ I'MST48 3105 (2)2%DOUG-FIR 30.10d(0.148"DIA) ALL HOLES IN )iI I i„ I,MST60- 4800 (2)2X DOUG-FIR 40-104(0.148"DM BOTH STRAPS I= I ADD 2x LL DEPTH BLOCK 4 FOR SHEAR WALLTYPES SW-3 AND HIGHER,ALL PANEL EDGE NAILING AND FOUNDATION SILL NAILING I��1 _(2)MST48 6210 (2)2 X DOUG-FIR (2)38-10d(0.148°DMp* (ONO) li N
<br /> @HOLD-DOWN LOCATION SHALL BE STAGGERED. '�� FLOOR JOIST(2)MST60 9660 (3)2X DOUG•FIR (2)40-10d(0.148"DIA)'* I I 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 /> 5.5"OR 7.5"FOR 2X4WALL I ISIDES OF STUDS r.111
<br /> NOTES: 6 WHERE LAG SCREWS ARE REQUIRED,SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2-1/4" I7.5'FOR 2 X fi WALL APPLIES TO SW-6 ONLY SHEATHING PER SCHEDULE
<br /> (1)FILL ALL HOLES WITH(Ed COMMONS NAILS(IXCEPTION SEE NOTE 3). PENETRATION OFTHE LAG INTO THE RIM JOIST BELOW.PRE DRILL WITH 3/16°DIA LEAD HOLE. f(2)WHERE DOUBLE STRAPS ARE INDICATED SUCH AS(2)MST37 USE 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS DESIGNATED ON PLANS
<br /> tOd X 1-1/2°COMMONS NAILS.SEE DETAIL q/S-3 FOO DETAIL. �HDU71DOUBLE SIDED SHEAR WALL CONNECTION DETAILS(SW-7 THRU SW-8) J(3)THE VALUES ABOVE ARE BASED ON A 16°CLEAR SPAN WITH HEM-FIR HDU14 ODOUBLE STRAP �AS PERFORATED SHEAR WALLS.THESE ANCHORS ARE NOT REQUIRED AT FOUNDATION SILL PLATES. 1
<br /> FRAMING&WIND LOAD DURATION. AT EACH-SIDE OF WALL 10d NAILING(TYP) a• F Cl)
<br /> 8 ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. Ifs Y U Z
<br /> **STAGGER NAILING PER DETAIL B g WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1. W CO
<br /> 10 3"x 3"x 1/4"GALVANIZED PLATE WASHER IS REQUIRED.EMBED ANCHOR BOLTS 7.5"MINIMUM. (2)2 X TOP PLATES Lu O_ CD
<br /> REFER TO 5-1 TO PRESSURE TREATING NOTES FOR ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. �� - CC y Q Q
<br /> 0 POST ALIGNMENT REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN i ° CD >,
<br /> PER THIS TABLE; SHEATHING 06 cc
<br /> NO SCALE 11 REFER TO HOLD-DOWN TABLE WHERE SHEAR WALL EDGE MEMBERS ARE CONTROLED BY THE REQ'D HOLD-DOWN. (2)2X STUD EDGE MEMBER z •' O H
<br /> AS A MINIMUM REQUIREMENT,A 3X MEMBER AT HOLD DOWNS SHALL BE USED.WHERE(3)2 X MEMBERS ARE NAILING REQUIREMENTS @ 2 X TOP PLATES&EDGE MEMBERS FOR SW-5&SW-8 co 5 CI' W
<br /> I-
<br /> REQUIRED PER THE HOLD-DOWN TABLE,USE(1)3 X&(1)2 X. U Lf) cc ,
<br /> TYPICAL UPPER LEVEL C'e) W
<br /> SHEAR WALL(SW)PANEL SHEAR WALL LENGTH- - Q T
<br /> (WHERE R OCCURS) AS DERNED FEB PLAN EDGE OF SW SHEATHING SW PER PLAN Q LJJ
<br /> HOLD DOWN PER PLAN
<br /> 4 X6 AT X4 WALLS 2-16d@6"0.G.
<br /> 6 X6 AT2X 6 WALLS (TIT)
<br /> EDGE OF SW SHEATHING r
<br /> I :..:::::::::::::.:1I 3 .I:
<br /> N.
<br /> 1::::::::.:::::::-::::A1:,.:::.,::::::::::::::::::{ I PANEL BLOCKING. ,.` SW PER PLAN w
<br /> I 2 X FOR SW-1&SW-2 2 Xo
<br /> SHEAR WALL EDGE/BOUNDARY I 3 X FOR SW 3&GREATER
<br /> i.::::::::::::::::.::::::1 0
<br /> I: ;( I I / HOLD DOWN AT CORNER(WHERE IT OCCURS)
<br /> MEMBER PER HOLD-DOWN I,,,-.. - '- ---•I...>.. FRAME NON-SHEAR WALLS 5EEVIEW 36 FOR OPTION(SW1.0W3 ONLY)
<br /> SCHEDULE ("" { :r :::.:::•:::::::1 PER SW-1 REQ'MNTS OR TABLE 1/S-1 - -
<br /> F.:•:.:-:.:::::::
<br /> E
<br /> [ 6' .......:.. .........l..::.::::: HOLD-DOWN STRAP SW PER PLAN
<br /> E PER PLAN HOLD DOWN PER PLAN
<br /> HOLD-DOWN STRAP CHORD PER HOLD-GOWN SCHDULE -2-16d @ 6"O.C.
<br /> PER PLAN ILPT4 OR A35 CUP SPACING PER SHEAR WALL TYPICAL BOTH ENDS OF SW- (00P(
<br /> Ilk
<br /> (REQUIRED FOR SW-4&GREATER.
<br /> {� "" i[::::.::::':::::.::::.::::::::.::::::::.:.I
<br /> REFER TO DETAILS 4&5). �T�,: Cl) •
<br /> 2 CAP 21 I : J
<br /> EDGE OF SW SHEATHING '"' ADD(2)2 X STUDS OR SAME SIZE MEMBER AS ABOVE Q
<br /> WHERE UPPER SW BOUNDARY MEMBER NON SW - W
<br /> :2X
<br /> DOES NOT AUGN WITH LOWER SW BOUNDARY MEMBER. Q
<br /> ::.::::-:-:::::::::::11::::::::-::::::::-::::I )f ®HOLD DOWN AT CORNER(WHERE IT OCCURS) _J
<br /> PANEL BLOCKING SW1-SW3ONLY Q o
<br /> I I TOP PLATE MUST c
<br /> 2 X FOR SW-1&SW-2 {{ .I 1 .:. HEADER BE CONT..OVER HEADER(LINO) = c
<br /> 3XFOR SW3&GREATER 3 1� ! .: ... • I-•
<br /> HD PER PLAN 5., V
<br /> •
<br /> PANEL BLOCKING -BTM PLATE PER MIN
<br /> ::•:•:::-:-:•:•::],"-:-::-:-:::::-:-:-: -:-:-:•:-:::::11:::•:::::-::1 (IDT-1540NLY) - a 4S
<br /> r :: 2 X FOR SW-1&SW-2 / SHEARWALL SCHEDULE 3 - CONC.WALL&SILL PLATE
<br /> {{ -'
<br /> 3 X FOR SW3&GREATER AITCH SOLT TO ATTACH HD
<br /> FCC
<br /> EDGE OF SW SHEATHING I ";�( 1 .. II I '"< °�'
<br /> PER HOLD-DOWN SCHEDULE. $ o
<br /> AND PER DET7.SW BOLT SPACING SLAB PER PLAN
<br /> HOLD-DOWN TO FOUNDATION 11::::::::::::::::.::::]I-�-1.I SHEAR WALL BOUNDRY MEMBER(HOLD-DOWN SCHEDULE) PER SHEARWALL SCHEDULE
<br /> (REFER TO PLAN FOR SIZE I tt " I :•f I I HOLD-DOWN TO FOUNDATION GRADE \ I" 1 r
<br /> &HOLD-DOWN SCHEDULE + 1
<br /> t II II 'f: (REFER TO PLAN FOR SIZE •,.•��� .� /,r<:'<, c4d PT''• -
<br /> FOR BOLT) i t f &HOLD-DOWN SCHEDULE FOR BOLT) �� /, / o �� HOLD-DOWN PER 11 �I'! 'Hp'Fp
<br /> 2X PT HE SILL �I i I II ( I CONFINEMENT REINF. � �\ . I is'S�\ij�; P1 ' =1 .1'A
<br /> � IJ/ EDGE OF SW SHEATHING /�
<br /> FOR SW-1&SW-2 7{ i I J PER DET 7 ` SHEAR WALL BOUNDARY MEMBER
<br /> it y,
<br /> 3XPT HF2SILL i. ( II .II BOLTED/LAG BOLTED HOLD-DOWN INSTALLATION WHERE SLAB OCCURS TIE ROD TO FOOTING VERT.REINF. CONFINEMENT REINFORCEMENT '-Po-N723,„,,,
<br /> 4.36923 rQ'o
<br /> 1111 (2)OARS REQ'D @ANCHOR R00 Slav
<br /> FOR SW 3&GREATER L .- I,., {I RIM JOIST(WHERE IT OCCURS) ---- - (2)#4 BARS @ 3°O.C. SILL PLATE es L 's
<br /> ?I - :: \ AITCH BOLT PER ANCHOR ROD AL
<br /> ADD WALLS
<br /> T PROJECT#
<br /> , I SHEARWALL SCHEDULE ATC FULLYORNERWALLSTOPER HOLD-DOWN SCHEDULE
<br /> I� ,' L "�.. TYPICAL MAIN/LOWEE LEVEL �ATTACH STRAP T0SHEAR WALL y% � ..9
<br /> /• ,. - SHEAR WALL(SW)PANEL N FROM ,,w
<br /> / 6'MINFROM / WHERE STRAP IS INSTALLED 8•FROM EDGE. GRADE n II���L�
<br /> •` STITCH STUDS WITH .. 1
<br /> . 1" X 10 CORNER ETWEBIOTSD 12d@ 4°O.C.X 2 STAGGERED ROWS c ,� ( ..I
<br /> p 0ONSHEARW LOLT@46°O.C. pNSTALLB&SHENSIUO ,:'/,'‘k, , p10-176g
<br /> EDGE OF SW SHEATHING=/ � \ IN NON-SHEAR WALLS &SHEATHING) � �'�i�j�,� �j e e ( � I a
<br /> SHEAR WALL LENGTH SLAB WHERE IT � ( I' :. d n
<br /> AS DEFINED PER PLAN TYP ANCHOR BOLT OCCURS �'� {+ ,
<br /> SIZE&SPACING PER SHEARWALL SCHEDULE 1 BEND BARS& PI] 1 r. t. "1 e 1 " •
<br /> , i ,;/'-!: E%TEND 40•BEYOND IF I
<br /> \i �1 i I ) ;i< _ SHEET NO
<br /> �/PICAL SEGMENTED SHEAR WALLS (SW) y� �� TYPICAL FOUND.HOOKED BARyli
<br /> 40.FAILURE PLANA TYPICAL FOonNG
<br /> 0NO SCALE SHEAR 1410 4 RE-BAR
<br /> 240'OLONG AT HPA STRAPS INTO FOOTING
<br /> (REFER TO FOUNDATION DETAILS) ENGR.REF) REINF.PER FOOTING
<br /> 1.REFER TO PLAN FOR SHEAR WALL LENGTH&HOLD-DOWN SIZES. OPTIONAL STHD14 INSTALLATION WHERE SLAB OCCURS(101&TD2 ONLY) ©THREADED ROD HOLD-DOWN REQUIREMENTS DETAILS. S-3
<br /> 3
<br /> 2.REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE,NAILING AND BLOCKING.
<br /> 3.REFER TO SHEAR WALL SCHEDULE FOR BOUNDARY MEMBERS. 1.THIS A TYPICIAL DETAIL IS APPLICABLE TO HOLD-DOWNS 701-104. /
<br /> 4.REFER TO HOLD-DOWN SCHEDULE FOR HOLD-DOWNS&BOLTS. 0 TYPICAL HOLD-DOWN ATTACHED DIRECTLY TO CONCRETE AND FOUNDATION WALLS AT LEAST 46"LONG.REFER TO SPECIFIC DETAILS
<br /> FOR OTHER CONDITIONS.
<br /> 2.THIS DETAIL IS APPLICABLE TO FOUNDATIONS WITH CRAWLSPACE.EMEND
<br /> THREADED ABOVE FLOOR RIM.
<br />
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