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q HOEDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOEDOWN --V - �q " i
<br /> HOEDOWN PEROOW PLAN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN \_ CL HDU IN STUD CL HOEDOWN IN STUD
<br /> _,� TYPE 2X4 WALL 2X6 WALL DIAMETER THICKENED
<br /> (MINIMUM) a
<br /> HOEDOWN FASTENERS \\_1.r
<br /> STRAP STRAP FOOTING SLAB
<br /> ,x,� 3 tr, STEM THICKENED STEM
<br /> AND WOOD STUDS PER
<br /> PLAN AND HOEDOWN I - _ d
<br /> SCHEDULE °° EMBEDMENT CS-11_,) CS16 204 2X6 (26)8d N.A. N.A. N.A. N.A. I
<br /> PER SCHEDULE 0a
<br /> EMBEDMENT ° A PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER MST37 (2)2X4 (2)2X6 (22)16d N.A, N.A. - N.A. - N.A. Z
<br /> PER SCHEDULE ° co
<br /> .•.:. SCALE: 3/8" = 1'-0" "�
<br /> I -ir � 'a RE:
<br /> 'II A.III QQ °'' . ' 4:ISI °a 4 • , FRAMING AT PANEL EDGES MST48 (2)2X4 (2)2X6 (34)16d N.A. N.A. - N,A. - N.A. 14, 15/S1.3 co
<br /> II PER SHEARWALL SCHEDULE o c9
<br /> co
<br /> 111,1
<br /> v 4 a �4 d a a w —1 I I—I X41 4 ,, - a CC Q
<br /> 16
<br /> d d " °Y d ° ° ° III-I( - 'Ill ° ' \ MST60 (2)2X4 (2)2X6 (48)16d N.A, N,A. - N,A, - N,A. � co
<br /> . ,, d 4 d S 1 1-1 .III
<br /> #4 CONT. ' .—� �,I' , I I I ► a� rn
<br /> (. ANCHOR ROD 4
<br /> L-
<br /> cb
<br /> o w �� 1 O
<br /> <41) • DIAMETER PER _
<br /> `° 4 Q 4,-.4. 1IQ d ° m SCHEDULE \ -� --- _` .---�--- T CMST14 4X6 (2)206 (66)16d N.A. N.A. - N.A. N.A. W ,_
<br /> 4 , l \ - PER v
<br /> -111=' HEADER P PLANZ'
<br /> ° Q t I=1 Q d CS16 X 48"HEAD/SILL PANEL EDGE NAILING(P.E.N.) -
<br /> ALE EDGES OF ALL SHEETS CMST12 4X6 4X6 (74)16d N.A. N.A. - N.A. N.A. W
<br /> NUT/WASHER/NUT AW/(44)10d NAILS Z s�
<br /> •° e PER SHEARWALL SCHEDULE
<br /> .4 t.o -,t t-t, .° _ U.N.O. PER PLAN - n,
<br /> ,, _ .,.r. 5 tt—t iii—i a °
<br /> ,:$._ 1,.-- -1,_1BEKG. W/EDGE NAILING1/ RE:
<br /> (I I= �, I = I I;,III= NOTE: I PLACE EDGE NAILS INTO STHD14 (2)2X4 (2)2X6 (30)l Od STRAP N.A. - 14' 8 `�'
<br /> PER SHEARWALL SCHED. 1, 2/S1.3
<br /> REINFORCING NOT POST PER PLAN OR(2)2X STUDS
<br /> A: STRAP TYPE B: HD TYPE SHOWN FOR Al DGE NAILING AT SILL, AT ENDS OF SHEAR WALLS. 6 SOS
<br /> CLARITY HEAD,KING&TRIM STUDS All (6)
<br /> \ -,�_-- - HDU2-SDS2.5 (2)2X4 (2)2X6 1/4X2 1/2" 5/8" 11" 6"
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" -� ~�� �r POST&HOEDOWN PER (10)SDS
<br /> 1 EXT-R OR —OLDOW\ 2 S-C-10\ IHOEDOWN SCHEDULE (2) (2) / ° 11"
<br /> HDU4-SDS2.52X4206 1/402 1/2" 5 8' 6
<br /> !!!!!
<br /> II ( ( 4. !!!!!;!;!:!I,11 I I )( II \ -- If 11 I1 (14)SD51/402 1. I\ f �— -`/ HDU5-SDS2.5 (2)2X4 (2)2X6 5/8" ROD& 11" RE: 6" RE: 9 0: U tCN s 4,f �
<br /> �1 HOEDOWN PER PLAN NUT/WASHER NUT 10/SF 0 2,12/S1.3 )' fiv,4o, ',.
<br /> L rry f
<br /> 4X PER PLAN - \ :s -_� (20)SDS PER 2/S1.3 " a 5�
<br /> —V HDUS-SDS2.5 4X4 4X6 /
<br /> ,,
<br /> �`��•• w I 11 ��i► I III 1/402 1/2" 7 8 11" 8 �
<br /> y °;° r s .��,i STAGGER NAILING AT PLYWOOD JOINTS
<br /> \ i ...•..e._.e�..� U, i HDU11-SDS2.5 4X6 6X6 1(4x2 SDS 1" 16" 8" t
<br /> MSTC48B3 HEADER PER PLAN / / 7,,,,,,,,,41‘,7H.N,
<br /> r(�r i.,,,,,,::._
<br /> ����_����_��p��_�_��___ I. CS16X48HEADSILLI
<br /> (HOEDOWN V 5 '- W/(44}10dNAILHDU14-SDS2.5 4X6 6X6 (36)SDS RE: 1W6cPLYWOOD SHEATHING PER 1 4X2 1 2 2,12 51,3 PER PLAN °• W/( PER PLAN r / / 11, 16' 8' / f`CL OF STUD . -�_ e• � o / SHEARWALL SCHEDULE- TYPICAL � � a_zBEKG.W EDGENAILING � "
<br /> HOEDOWN FASTENERS •• START NAILS 1 1/2"UP PER SHEARWALL SCHED. /777"
<br /> FIELD NAILING(F.N.) - TYP. MSTC48B3 (2)2X4 Rr - o otrAND WOOD STUDS PER FROM END OF STUD ( (2)2X6 (12)lOd FACE, (4)10d BOTTOM, (38) 10d STUDS/POST
<br /> PLAN AND HOEDOWN NO NAILS RE . :` 7 S1 3t. �Q DGE NAILING AT STEL, / t1R �?�� 9� °€A(� AILHEAD,KING&TRIM STUDSI POST&HOLDOWN PER
<br /> I��� HOLDOWN SCHEDULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> SCHEDULE EMBEDMENT i`\��_. \
<br /> tf,ND io tt.,
<br /> PER SCHEDULE -"-- �-` �'�
<br /> \ Ilin ~' /U "MIN. 10 1. HOEDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY.
<br /> ' 9»MAX. Si. Si.. 2. 16d= 0.162"DIA. X 3 1/2"LONG.
<br /> \: •• MI 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED.
<br /> - �� \ HOEDOWN BOLT— SEE C°• a II e. 1 I i I ( 4. SCREWS SHALL BE SDS 1 4 DIA. X 2 1 2 AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. ,�° ° ° 4 :I I4�' 4 .. C� , f�,,. �I I I 1—�,f ( .;,;.�� HOEDOWN SCHEDULE 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. Q '- . co
<br /> a. ° g] d \
<br /> • �_ ... �� a Q II - 1-\
<br /> {I 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3- 1/2" TURN WITH HAND WRENCH, CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT, o o L.
<br /> a a FACE NAILS (4)0.148"DIA, X 3" IMPACT WRENCHES SHALL NOT BE USED.
<br /> i i`i-i -�i i—iBEAM PER PLAN 7. HDU HOEDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST,
<br /> 11,--- 111-7 I I „I I(- (12)0.148 DIA. X 3" - , 2 7/8"PRE BENT ANCHOR BOLTS- SEE SHEARWALL 8. RE: NOTES SECTION 06100"ROUGH FRAMING"FOR THE REQUIRED POST SPECIES AND GRADE. p
<br /> PLYWOOD/O,S.B, SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18/S1.3.
<br /> PLYWOOD/O.S.B. AND EMBEDMENT 10. STRAP TIE HOEDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE"NO WET STICKING".
<br /> HD TYPE 11. ANCHOR BOLT HOEDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3.
<br /> a
<br /> / / TY9I CAL DETAI— FOR S—EARWALL W/ CS
<br /> SCALE: 3 4" = 1'-U" SCALE: 3 f 4" = 1'-O" SCALE: 3 8"=1'-0" � •
<br /> O `-
<br /> O
<br /> 6 f\1 T-RI OR —OLDOW\ 7 —OLDOWN AT -7X -R107 8 =ORC- —RAI\S---R AROUND WI\DOW O3EM\GS 10E 4 '
<br /> —OLDOWI� & =AST-�-R SC-cDULE
<br /> SHEARWALL SHEARWALL F-
<br /> 1--
<br /> RE: PLAN `- S
<br /> ADDED STUD FOR �t_- ADDED STUD FOR - - 11 Ay RE: PLAN 4 0
<br /> HD TYPE HOEDOWNS HD TYPE HOEDOWNS STRAP TYPE v'
<br /> ( HOEDOWN PER PLAN HOEDOWN PER PLAN SAW CUTIN PLY TO - ` STRAP t-
<br /> (COUNTERSINK) (COUNTERSINK) PLANOWN PER f RE: PLAN OVER ,
<br /> ABOVE&BELOW FLOOR I� ACCEPT STRAP AT
<br /> CL OF STUD zab I. INTERIOR i111 HOEDOWN NAILING RE: SHEATHING HOEDOWN NAILING RE:—�
<br /> LI
<br /> BEAM PER PLAN I� 1 HOEDOWN SCHEDULE
<br /> (3)10d HOEDOWN SCHEDULE 2 1 2
<br /> FLOOR JOISTS/RIM _am (TYP.) 'I� \ ¢\ 1 \ a
<br /> \\ \Iralat I I .,....„ I
<br /> IS4,, i \ 1
<br /> / //[PERPLAN
<br /> 1/ // I/.. l/ 11' /l- / // //' !/ / /. /> l7 / / J/ //l/I l / r� i r� 11II�r r r �a� r is a Oi
<br /> / // /! / // /
<br /> ►' II f I ll.�t 12 Jspr.r.4 on JII I I i • I��IIii
<br /> Q a i�� o 1111• ► z �U .1-,
<br /> ,i
<br /> ��• JOISTS � �\ /0� ic,,,_,
<br /> \ � �IPERPLANBI G. WALL LINE BUNDLED STUDS11*
<br /> KPL. 5 X 5 X 3f 8" (TYP,) iRE: HOEDOWN ' REN HOEDOWN DS
<br /> \ \ SCHEDULE \ �` j SCHEDULE \�� CACt o
<br /> WOOD POSTS PER�,�,oe FASTENERS PER BEND STRAP UNDER f
<br /> STRAP
<br /> RE: PLAN OVER SHEARWALL �`��' ti •��
<br /> SCHEDULE SCHEDULE MOLT. JOIST BEAM U.N.O. a RE: HOEDOWN SCHEDULE
<br /> 111 ;1
<br /> PER PLANS/ SHEATHING FOR ADDITIONAL INFO. RE: PLAN
<br /> dN OTE: 4)
<br /> SHEARWALL SHEATHING NOT PROVIDE 1 5/8"MIN. END RE: HOEDOWN SCHEDULE :::) Q
<br /> RE: PLAN *PROVIDE 1 5/8"MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITYQ)
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"=1'-0" 5
<br /> 11 —Y3ICAL —OLDOW\ 7 OOR TO FLOO=D 12 TYPICAL —OLDOWN —0 BEAv 13 OLDOWXI DE AIL 14 INT-RIOR —0_DOWI\ 15 EX—=RIO OLDOWIN ct
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. !1.
<br /> STRAP TYPE STRAP TYPE A1111116. 0
<br /> , / ,
<br /> ----\C- V\ ./\. "i(/,\ , i\ --
<br /> griPlini----
<br /> INSTALL WASHERS I f 1 P.E.N. ( Itii teaj (L�)
<br /> BETWEEN BOLT NUTS&
<br /> WOOD 8c SNUG TIGHT I BOLT TYPE F.N. I , PL.N. i�
<br /> P.E.N. I I 1
<br /> -=II:� �� ALT. LOCATION ADD STUD IF NO PL.N. V
<br /> "' EXTERIOR A,P.A. SHEATHING I �IV1 (�10d 6"O.C. STAGGERED j it
<br /> c 1-.0 ALT.LOCATIONS 1PER PLAN (.148"DIA. X 3"LONG) r 1H==I , I NOTE: ill O
<br /> NAILING NOTATIONS: b
<br /> _- , SEE 20 THIS SHEET FOR PANEL P.E.N. PANEL EDGE NAILING
<br /> -'� NAILING DETAILS PL.N. = PLATE NAILING ,, I •••�
<br /> .i PER SCHED. F.N.FN — F.N, F,N,I DR, !S t-,
<br /> �-- - ) II
<br /> F.N. = FIELD NAILING
<br /> I ISTRAP TYPE
<br /> ' �� p.F•N. I, I P.E.N. 0 ^ n
<br /> I I I� BOLT TYPE
<br /> v. - - II (- _: PE.N. 1��I PL.N.
<br /> a v ° ►�,bafir- ----11 .--,A6►�6►19 d5�► �0►�l �►�I@11 t��►�/ r'� E�
<br /> p' a 1�N�191 h �� r r , �r r r O I■ ���I I � �
<br /> PEN STAGGERED 1 r ��9v ���� > �II Icy i
<br /> �w ----- ,� .��ter: -- ,-,
<br /> a v
<br /> p a :w a.p ill
<br /> A U�.i i PL.N. P.E.N. I�I P.E.N. Will I ili
<br /> . p.II .. I NOTE: I I NOTE: I 1
<br /> v, NAILING SHALL BE PER PLAN
<br /> -
<br /> HOEDOWNS AND STUD QTY. TO BE -
<br /> o. d 4 AND SHEARWALL SCHEDULE.
<br /> PER PLAN AND SCHEDULE.
<br /> SCALE: 3/4"= 1'-0" SCALE: NONE SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0"
<br /> 16 \OT USED 17 S-CT 0\ 18 —Y9ICAL VULTI3L- STUD AT—AC—v-\T 19 —OLDOW\ SLAC-ISE\TS 20 STRUCTURAL WALL I\T- S-CTIO\IS S1 .3
<br />
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