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Exterior walla of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R502.3(1)and R602.3(2),or in accordance with AWC NDS.Components of exterior walls shall be fastened in accordance with Tables R602.3(l)
<br /> through R602.3(4).Well sheathing shall be fastened directlyto 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 NOTES
<br /> the requirements of Table R602.3(3).Wall sheathing used only for exterior wall covering purposes shall comply with Section R703.
<br /> Studs shall be continuous from support atthe sole plate to a support at the top platelo resist loads perpendicular to the wall.The support shall be a foundation or floor,boiling or roof diaphragm or shall be designed in accordance with accepted engineering practice. 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC.
<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 R602.3(1)FASTENING SCHEDULE 2. LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED HEM-FIR END STUDS.
<br /> NUMBER AND 3. BUNDLED END STUDS SHOULD BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d ® 10"OC, UNO.
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS OF ASTENEM•aE SPACING ANDLOGATIGN 4. LOCATE "HDU#" & "HDC#" HOLDOWNS AT CONCRETE FOUNDATION LEVEL.
<br /> Root LOCATE "CMST#" & "MSTC#" STRAPS AT FLOOR-TO-FLOOR CONNECTIONS.
<br /> 4-8d bommor,(2'12* 0.or 5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 4" FROM CONCRETE WALL ENDS.
<br /> 3-Btl common(1'Iz•O.t 31�;or
<br /> 1 Blocking betweenceilingjoists«refoeretotapplate 3-lodbox(3••oA or Toe nail 6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL" FOR 3x OR (2)2x SILL PLATES.
<br /> 3-3'-0.131'reds
<br /> 4-edblx(2%'.6.1t3j;or 7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 1'/2" EDGE DISTANCE FROM CONCRETE CORNER TO
<br /> 2 Ceilln9loists to top plate
<br /> 3-So common(2'12.0.131,;or Par joist.toe nail f1STHD" STRAP. USE "RJ" STYLE WITH "STHD11 WHERE RIM JOIST IS PRESENT. o
<br /> 310tl box(3'=0.1287 or
<br /> 3-3'•0.131'n 0 8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. U)00
<br /> 4100 box(3'•0.129�:« Q0
<br /> 3 Ceiling joist not attached to parallel rafter.laps over parbl ons(see Section R602.5.2 and Table 13-163 common l•0.162'l:or Face nail 0 1
<br /> 4.3'-0.131'nalle Z Q
<br /> 4 Gelling joist attached to parallel rafter(heel joint)(sea Section R802.5.2 and Table RB02.5.2) Table R802.5.2 Face nail Q
<br /> I-
<br /> 5 matter collar to 70 rafter,few nail or 1 It,'•20 go.ridge a6 4•10d box(3'„9.11e7 oreP to 3.10d common(3""0.148');« Face nail each miner MINIMUM NUMBER OF FULL-HEI6FfiT J 4-3'3••0.131'malls rJ'TIU AT EACiI"I Z END OF � CDF--
<br /> 3.16d box rally(3'/z=0.136');or HEADERS IN EXTERIOR VIAL.LS 0 2 W
<br /> 6 Rafter or roof trues to plate 3.10d common malls(3'x 0.148'1:or 2 toe molls on one side and 1 toe nail Q N
<br /> 4.10tl box(3'=0.12811):or on apposite side«each rafter or buss ULTWATE DENS"rev.PEED U c)LUJ
<br /> 4.3'•0.131'nalls MAX AMP E)�.sI O N W
<br /> 4-111(3111"•0.1351);or HEADER d40^Ph'
<br /> 3.10d common(3""0.148');or Toe nail SPAN fU B 415
<br /> 4.10d box(3'=0.1287;« Oft
<br /> Q90 anion, EXPOSURE B
<br /> T Roof rapers W rope,valley or hip ranee or roof rener 4.3'.0.131'nails
<br /> to minimum 2'dope beam 3•t:do box 3'12=0.135"1:or EXI5TI%TOP PLATE EXISTING UPPER FLOOR E G
<br /> 2.1ea bommon(31y'•0.1621);or t HARDNWRE CLIPS FRAMINS/SHEATHIN6 4 1 1
<br /> 3.10d box(3'•0.1281):or End nail OR TIES TO REMAIN HEADS/BEAMS 6 2 1
<br /> 3.3'•0.131'Halls TO REMAIN e 2 1
<br /> 10 B 2
<br /> Y4AiL L 12 B 2
<br /> 7� w"I 14 8 2
<br /> -o,n'y•o.1821 a•o c.nn dal EXISTING 6ARA6E KALL TO 16 4 2
<br /> e swN la em lml al prow wal p.roM1l ,m em n'•o.nel:" REMAIN,ADD R211NSLL. 16 4 2
<br /> r.o yr mee +e•o.c.4n n.il R-44 BATT INSULATION YV BUFFER
<br /> swaa•m ale yam wmnim.a.m ,ae a„ro',i•o.,3sl.in oe.Ym roe TO FIT R211F /\
<br /> 9 npe rq rvell oan•m 9'•0.,]I'naa
<br /> ("bane well mrob)
<br /> lee mmmm 13',i.o1eT1
<br /> t0 Baa pp mm�rl2'a1'nwnrmm',i tmc•n ,'common PIT-a.+ai te'b.e.....ep.M1n ror
<br /> ,tie e•.(,'•, 1 11'e.[.0 n.e9.M1m nu W
<br /> lea Em I1'ti:p.+1]'1'.or [
<br /> 1+ C9nflnumt meper to tmtl 4e0 CEmmpn ll',i•0.131't.Or Tn dal O
<br /> arcs m.o'•o.,3rl T
<br /> 184 mmmon(9'e;.0+82'I 18'o.e.4m nail 2
<br /> u Tap pleafofao plero ,oe sox 0••o.,2e1:m
<br /> 3'•a.131-rab 12'•.c.Yu roil r
<br /> epm',-.a,RI u oeeM1aa eat m..n,mdd" J pw spec. ,z�eee..n'y•o,ul',or [nw+ sc .dim
<br /> GARAGE ROOF INSUL.
<br /> by Ynaa.xn I Q
<br /> em lr•o.+nn.ar w.dmkiaml ems= NITS
<br /> ::-r-bt r�,l„[eenapb+or ,a4 comma"ts',�•o,m'I le•o c.4w n•a LL
<br /> 's bo["i'q(,p+m bacep wa1pmaM11
<br /> t8!pod s';i•0.133'I.er t2'p.c.Yn roll
<br /> 3'•oID1'iwb J
<br /> Bonom plm mp'n.nmlo'bt aenelolsl ar m,P+,i•0+]e1:w ta'o.c.I•m nul
<br /> Is -ee<pmmm(3', plan,1, z3mm m[n,e'p.c4m wl 2X PT LUMBER ae 24"O.G.MAX J
<br /> pcxlro to m.me".o p.n.n
<br /> •o.urroib ucn+e•o.claY rol RIPPED TO MATCH SLAB SLOPE, Q
<br /> asp tip.n";"o+nl:or MINIMUM DEPTH Il TREAT OUT Q
<br /> R-S RIGID INSULATION a•ee eo.l3o;•o.,as1:"
<br /> see pe na;•o.u+lw Tm n." ON STEMWALLS UP TO A" SIDE WITH WOOD PRESERVATIVE
<br /> a mm••°,za'r a
<br /> +e Tppproammpl.ax.we a3�.oam-neiu EXPOSED HEIGHT
<br /> sees eoe fs!i.o.,3s•s or 3/4"PLYWOOD SUBFLOOR W
<br /> z+tie mmmpe(r;•olRl.o• LEVEL WITH MAIN FLOOR
<br /> 3+tie bpx l3'•0.129'1'.yr Em mil ^
<br /> R-?S RIGID INSULATION w LL
<br /> >10e m"P'-..,an)or O
<br /> IT Toppl-lamnn-ro.nYma°lops z,ep common tY,;"o,ezla ran mall7/7 Q
<br /> >r•9.ar np4
<br /> lea m.R',;.of1T.or
<br /> ,a e.reu a•een sale•M pa's zee eamm9nn',i 0,S+'!er F.[•neii
<br /> tee tip•N'•.ia.'.a
<br /> 2•Yoh..1'�i
<br /> 36e box U''•0113•1 1, "lull"date:
<br /> zn commoncy "i.o.,a+y.pr b MIL VAPOR 2X PT SLEEPERS
<br /> f, .t"aa:m,oma.rn oaa,r2 z+oe eo.l]'.olze•).« Fenneii EXISTING BARRIER ON TOP as 24"O.G.MAX
<br /> z mdm.r-x ii•.RGon9 GARAGE SLAB OF 51 LAP
<br /> Sees_u"•an3'1 or SPLICE 12"MIN.
<br /> zu Femmenu'i•olarl.p' AND RUN b"MIN R.miona:
<br /> stow eo.la'•o ue't a EXISTING
<br /> zo •e•aee mk.ne.•m.n 3.Yp"^-saw".,e a•.1';Yro UP THE SIDES
<br /> °m mm m.nno wiaaavn r.e' Fen nail GARAGE
<br /> aeo Imx rz";•onrl:pr FOUNDATION
<br /> }la common( •0.13")ar
<br /> 310o m,IY•O.IMy,or
<br /> SUBFLOOR OVER EXISTING GARAGE SLAB
<br /> FLOOR SCALIS him
<br /> Fill,
<br /> 1-etl bm I2'h'•O.N9'C a EXISTING,2X WALL OR Hal WALL
<br /> 21 J a111,ap dme Ypreer 9-0tl nm 12Vi'•0.191'1:o, Tw mil EXISTING 2X WALL OR NEW WALL MATCHING,EXISTING,
<br /> bl0aem(Y.0.129'Aa MATCANNG EXISTING R-21 INSULATION(r-TIRRIED EXIST.
<br /> 9-0'•0.191•rYla R-21 RSLIATIOR EXIST. WALL TO FIT Ili Ni Q
<br /> a1 tip,(2'l3^•0.,19T WALL TO FIT R21 INSUL) MIN,S/G"ANGIORa BOLTS o 24.OL.EMBED 7'MIN.INTO Gam.
<br /> Pin hoist nrk;dat a dodmp to all armp B4 oon.rmn(2'Ii•0.1s,•).or W
<br /> paY 3'SORBT ANLIIORS•b'OL. USE SCREW L,ANCHOREMBED
<br /> INTO SLAB WH3tE CURB B LESS
<br /> ore '�Y'a awl 10oen(3""0.12r):w !To.-.1 2:Z NMX WSSASOB'PLATEYIrVIHt 2'.� THAN"XTALL,B�3"MNINTO,1asl.nB. C
<br /> USE 9"%3'X025 PLATE WASHERS. G�
<br /> X6 FIT COW
<br /> ]-ae sox ll'li•O.tt]T d F V 4Ee5 FrARAdE SLAB - HI&H.MAX NEI6MT EEGUAL TO E ST NG,24o common R'/i'•0.+]1T,or N STB4YALL.INSULATE FM ORER DETAIL
<br /> 23 t'.eweead or le.smd,d+ld+, S[ao m,l3'•a.12Cy" car.col. FJdGTING,GARAGE SLAB O E%5mN6 fiIRIF£• ry0 .;+.: ap REHAB @E♦�S"MIN.INTO O
<br /> 3 copse t•dY•n,tape,t§i comp SIDE STEMWALL SLAB a 46"OL MAx
<br /> F"Y
<br /> 1+ea m,ry'/i• 3 a, .e < 4 d •'m - G
<br /> za r.ikroarmlaal«91me� eYk ark M1a con '< L
<br /> z•+a,common(]'1,7 i.0.o.tell
<br /> 23 zw.roelp+nxab[am...npo-a rmn stew m,(31,i•o.lasr ar " "p.ynce 'T/ /jam\. \\//\/ \� .Q
<br /> z.te4 mmmonM •WWI /i\/i /T /ii\ �W/�
<br /> aebm l3'..0.1261 d,,eTl / �� m, / �\\/\\/�\ a
<br /> 2s Bark orrlmld.:aloltt Endro11 ...
<br /> a9•=,spa.ebplsa'r,;pouil �/ � / �//� \ / /ice/{� ewsTlNalwNAeE sue �J
<br /> ato aomli (C.o.+ezI: Nay vecn layer.,rdmx V.l. / a, '4 EXISTING C3 Q
<br /> BOBTIH66/4aA6e
<br /> ump arA emNm are ngpuao.,m ear / / / FOUNDATION v/� / \/` POADATION
<br /> O^.o.r�•); I 27
<br /> Y r o.<mn memmp a"e mad,• \�
<br /> avllWppl"Xm enp mars.2.Im,lumper 3"•0.,]t'rWle nppparM d,pppotne ape ^
<br /> 1.2oo mmmomt.••a.,al:d PRE55L RE TREATED GURB At
<br /> a.,odm•(3-.0,1,, FamnYineM3anpaleanwlm POURED CONCRETE CURB
<br /> 3s•oe31•ro11e
<br /> 2e LeppM emP.uppororq pleM1"ranpa 3-te0 mmman a'•0.162'I:Y Alemn,,i,i rand.Nce^all l O
<br /> �GURB OPTION ® GARAGE DOOR OPENNING
<br /> :e malYeddooiYp to Wa 2-,ae eo,(r•0.,2aT.Y2m common dd,.,p lromo "� SCALP: NM
<br /> 12'h'•0.1]1';a 2J'•a1e1T dal•
<br /> 230031
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