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Exterior walls of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1)and R602.3(2),or in accordance with AWC NDS.Components of exterior walls shall be fastened in accordance with Tables R602.3(1) ey
<br /> through R602.3(4).Wall sheathing shall be fastened directly to framing members and,where placed on the exterior side of an exterior wall,shall be capable of resisting the wind pressures listed in Table R301.2(2)adjusted for height and exposure using Table R301.2(3)and shall conform to the requirements of Table R602.3(3).Wall sheathing used only for exterior wall covering purposes shall comply with Section R703. NOTES:
<br /> Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall.The support shall be a foundation or floor,ceiling or roof diaphragm or shall be designed in accordance with engineering practice.accepted en 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC.
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<br /> Exception:Jack studs,trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1)and R602.7(2).
<br /> TABLE R6023(1)FASTENING SCHEDULE 2. LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED HEM-FIR END STUDS,
<br /> ITEM DESCRIPTONOFBUILOINGELEMENTS UMBER
<br /> FASTENER- SPACING AND LOCATON 3e BUNDLED END STUDS SHOULD BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d ® 10"OC, UNO.
<br /> OF
<br /> 4. LOCATE HDU# & HDC# HOEDOWNS AT CONCRETE FOUNDATION LEVEL.
<br /> Roof LOCATE "CMST#" & "MSTC#" STRAPS AT FLOOR-TO-FLOOR CONNECTIONS.
<br /> 4-8tl box(2'/{.0.113')or
<br /> 1 Blocking between ceiling joists arrettersto top plate 3.10dbo (3'-0/128');31');or 5. ALL HOEDOWN ANCHOR BOLTS SHALL BE MIN 4" FROM CONCRETE WALL ENDS.
<br /> 3.10tl box(1, 0,128');or Toenail 6. USE SSTB FOR 2x SILL PLATES & "SSTBL" FOR 3x OR (2)2x SILL PLATES.
<br /> 3-3'•0.131'nails n n
<br /> 4-8d box(2'/i•0.113');or
<br /> 2 Ceiling joists tot°'plate 3Atl�mm°n(2'/y.0.13,,;or 7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 1'/2" EDGE DISTANCE FROM CONCRETE CORNER TO fW
<br /> 3-10d box(Y.0.128T ar Perjoist,toe nail
<br /> 3-3'.0.131net. "STHD" STRAP. USE "RJ" STYLE WITH "STHD" WHERE RIM JOIST IS PRESENT. LU
<br /> 4-10tl box(3'x0.128�;or 8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. ¢co
<br /> 3 Ceiling joist not attached to parallel rafter,laps over partitions(see Section R802.5.2 and Table R802.5.2) 3-t6d common(3/2".0.162y,or Face nail
<br /> 4abl•0.131=nails Co
<br /> 4 Ceiling Joist attached to Parallel rafter(heeljoinU(see Section R802.5.2 and Table R802.5,2) lade R802.5.2 Face nail Co
<br /> 5
<br /> Collar he to rafter,face nail or 11/4'•20 ga.ridge strap to 4-10d box IV•0.1281;or Q
<br /> rafter 3-10d common t.x 0.148�;or Face nail each rafter
<br /> 4-3'x box nags(31 MINIMUM NUMBER OF FULL-HEIGHT 3-16d box nails(3+/z••0.135');or
<br /> 6 Rafter or roof truss to plate 3-10d common nails(3'.0.148�:°r Z 0
<br /> 43'.0.131'nails �•
<br /> 2 me nails°n one aide and 1 be nailO
<br /> STUDS AT EACH END OF HEADERS IN EXTERIOR WALL5 CDm W
<br /> 410tl box '•0.128');or on opposite side of each rafter or truss'4-16d(3'/2'x CA 35');or ULTIMATE PM115N WIND SPEED Q 3r =
<br /> 3-10d common(3'.0.148');or
<br /> AND EXPOSURE C.ATE60RY O W
<br /> Roof rafters to ridge.valley 410d box(3'•0.128�;or Toe nail MAX.HEACIER Q40 mph, � C)W
<br /> T y or hip rafters or roof rafter 4-3'.0.131'nails EXPOSURE B J
<br /> SPAN(ft) <II6 h to minimum 2'ridge beam OR mp,
<br /> 3-16d box"12'x 0.135');or <150 mph, EXPOSURE B -
<br /> 2-16d common(3'/2'.0.1620;or EXPOSURE C,
<br /> 3-10d box I?.0.128');or End nail
<br /> •0.131'nails 4 1 1
<br /> b 2
<br /> WALL 1 2 I
<br /> 10 S 2
<br /> w.0
<br /> 6 mom epp ln«abrm.E w.r Dwas) +sa b.(3'.0128') fez•)
<br /> 2 3 2
<br /> bes(3'.9.1ze'2 or z,'pc.M1w n.0 14 5 2
<br /> a .I 11m pen comer m.13vi'�01sr),pr o.c.roca 1.11 Ib 4 2
<br /> lee F.tl"w.l p.n.ls)� pr tr .f c.nail to 4 2
<br /> 1fiE common l]9/j•O.t82'1
<br /> 13'/ le'o.c.hca nail
<br /> 10 Bunl-uP heatler l2'm2'aeatler wEa l/i spacer on j31-1
<br /> m aEpe M1w reM
<br /> 11 Continuous aeetlerm Au° SdE bw R'li'o.,13');«
<br /> 46E cwnmon 12'/i•0.131'1:or
<br /> 4100 mx(J'•0.128'1 iw net
<br /> 12 DM1Nmtop plem 10tl rommon n'li+O.t83'1 is'pc.fen 1e11
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<br /> ni° Iz o.a row nail 0
<br /> mw 13vi=okra«
<br /> 13 pEIlGO mp pleb splice Dw(]'ii,Ot35'):pr Fw nail on utll ales afentlldnl
<br /> 2.3�bw(3'•0128.1:pr Imin'vnum 2e'lap spew 19rym each
<br /> +Ot3t'nalls sNe Uermplml
<br /> bm mM1l mnEipM1l Dr mtl rpmmol(3'/i•omr) ---I
<br /> 1, moq lnme eawE wav wnee) 16°nm(3'2,0135'),.r 18•D.c.row nell
<br /> 'I I-+0131'reft 1-c neil
<br /> 15 aotlom pletemiolst,run iol5t,bentlloet or 313E po Wle-0135')',or <
<br /> blocklna(mb 1w53penal) mon(3'/i•8.1e2'):w _ LL
<br /> 0.8E bwm'R'/zn=f 0.1t351;or e<h 1B'c c.race nee
<br /> xW .0.13'r,Dr J
<br /> aE� 1aai.0.131.1,or 48n
<br /> 18 <.,m mx(3'.012a');.r TD.net MIN 0
<br /> Tap 1mapm m.t.ms1�E
<br /> u'.a nr rats
<br /> 316E mx p'q.013s');pr Q
<br /> z-,eur«mnpl(3ui=O.,Bz'uDr MAX 6 b° 25"MIN
<br /> mx13'.0,29'y Dr Y r_gb � _ 36" AX 50"MAXLIJ
<br /> 0
<br /> EM nail S
<br /> 11 'P pleas,laps el o-ii.lnlewNons 31W mx'(3'•0128'll or y
<br /> 2-ttb mmman 19'li.0.182'),w t-l--Y ` ~
<br /> }3'•013t'nans Fece nail �- \ Q _ U/O^
<br /> 3-BE pm 12'/i,0.t13'):or \} \ (V W LL
<br /> 1e brw maem mEe'pieta to ',e'Sreemmo mei^n be.nnp 2z4.ldoEaa«mmxx�"x�ov'"j,2.010."1 zl,,3a•or,.).':D 3pr r+
<br /> zspesl:.1% 0 9«or Few 1.,l Z
<br /> a3n ot131'):
<br /> ItYl O
<br /> or Fete -
<br /> 2 zmpE ia5,t'cram,f B pa.,tail lore nail -
<br /> �bw m'/:'.anrc Dr vD
<br /> 00<umenl date:
<br /> on 12'/z'=0131'1:or
<br /> 20 .6 anE mEx snwmoemeew,Wennp
<br /> WlEepr man'1 c'T 169e.,1 a l
<br /> 4BE pox R'/i^0.113'):or Fan nen
<br /> 30"MIN Re°
<br /> 31 cwnm3n •0.131'l:m isiens.
<br /> mx 13',D 1 28.1,er
<br /> a staples.l'crown,l6 ae.,lsl(lorg
<br /> Qi�,IrewV�rwmeM
<br /> FLOOR
<br /> Flap'
<br /> 21 blatm Yll,mDlSrole«gamer SBE mmnon(2'/j•0.1311:pr r i n
<br /> i10tl box(3•+O.t28'1;or Tw pall
<br /> 3J'•0.131'rolls n \
<br /> R1 W baMjpw w drxkin9 m sill ortop Ctl bwr R'/j=o.,,3') l
<br /> � Plet<(rowapDllwtlwe also) fitl mmmon l2'Iz°°•0.131')',« ,"o.o.me ail
<br /> lea pox 0•.0.+za-):« Z 'A i0 25"MIN
<br /> 9•."31
<br /> falls B•p.D.1w rell - _
<br /> 30"MAX
<br /> 3Jid pox l2'r,'•o.1,s�;pr 281,5KN5 UP
<br /> 23 1'•6.5ub90«arlmameach trial 2dtl wrmmon R'/i•0.,]11:w
<br /> 9.10E opx(3-•0.12811 Fece mall p C� GRAB BAR -y
<br /> 2 srapra, sown,t89a.,.31 I«1p t- _ KJ
<br /> Floor / Q
<br /> z, rsubnoormlEelwymer 313a mx(3'y•o.135•k« Cp\
<br /> 2n6E common p'/s.p.,er) alma aw rare nau \y OF p iD m W
<br /> lx r Dlanb(PI..8 bmnl--.r I-) 118E box(9'll"x o.135");or / Q - F J
<br /> ~ ~ Wm
<br /> 118E commw l9'/x"•O.t82� Al wCl peanM.raw roll Y I p '9 -
<br /> 116eo3mmpn(3'/i•c.162') wl (f) m 1' g�j -
<br /> 28 9an0 arEm1pM1l tololst 0.10 box(3'•0.128°),pr ,� m ([)
<br /> •.p.l9rnmla:w Elm ren fn W
<br /> o-s•.,a 9s.emgw. LU
<br /> T layer' , 3'.0.191"re tie
<br /> b 2zba'po).eerc.�faE ce�oXn re oppwhe aEw .r. L f�Lr9 z
<br /> W (, 01 or zLULU
<br /> aull4upplmrem2JM lmm e o(3'- e1 stPwmil 5A7 TUT3 S fWERTOILET
<br /> �WW
<br /> m e pa Q 00
<br /> Nm:
<br /> 2-200 common(4'•0.1921:or
<br /> pE mx19'_-Lci' ,; Fwh�'atm°'�'°"�^�'°Ilw GRAB BAR REQUIREMENTS PER R550.8 INTERNATIONAL RESIDENTIAL A3
<br /> 33'•a1]1'role
<br /> 0.18E mx(3'q'•p.U5y;w CODE WITH SOLID BLOCKING FOR ALL GRAB BARS WITH A MINIMUM
<br /> 28 LeE9memDsuppwtlre)dsmwwMra 316E common 131
<br /> 0.tOtl box 13'•O.t26'j;w qt eaallWlarwller,rue nYl
<br /> I3••a,9,•nen5 28 250-POUND GAFAC I TY PER ACGE551 BLE AND USABLE BUILDING AND
<br /> aMtginp or dockkg mlDml z-toE mxl9••0.,287,«2-00 common
<br /> (z'li•0.131';or 23"x0.1311na11s aalE.meti'I FACILITIES OF WASHINGTON SECTION &OCI.B.
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