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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) J G E
<br /> through R602.3(4).Wall sheathing shall be fastened directly t0 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: DESIGN
<br /> the requirements of Table R602.3(3).Wall sheathing used only for exterior wall covering purposes shall comply with Section R703.
<br /> lass. asaiiiiis.-.2-aL
<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 accepted engineering practice. 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC. ilIM
<br /> Exception:Jack studs,trimmer studs and cripple studs at openings in walla that comply with Tables R602.7(1)and R602.7(2). ''ei.ito°.`zoo 24070os`�"r
<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 TYPE 3. BUNDLED END STUDS SHOULD BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d 0 10"OC, UNO.
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER' SPACING AND LOCATION 4. LOCATE "HDU#" & "HDC#„ HOLDOWNS AT CONCRETE FOUNDATION LEVEL.
<br /> Roof LOCATE "CMST#" & "MSTC#" STRAPS AT FLOOR-TO-FLOOR CONNECTIONS.
<br /> 4.8d box(2/i,0.113")or
<br /> 3-so common(21/"•0.131T or 5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 4" FROM CONCRETE WALL ENDS.
<br /> 1 Blockingbehveenceilingjoistsormfterstotopplete 3-tod box(3'•o.128"):or Toe nail 6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL'r FOR 3x OR (2)2x SILL PLATES.
<br /> 3-3'x 0.131"nails
<br /> 4-Bd box(2112•0.113'):or 7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 1'/2" EDGE DISTANCE FROM CONCRETE CORNER TO
<br /> 2 Calling joists to top plate 3-8d common(2V2•0.131');or Per joist.toenal "STHD" STRAP. USE "RJ" STYLE WITH "STHD" WHERE RIM JOIST IS PRESENT.
<br /> 3.10d box(3"•0.1289;or
<br /> 3.3•-
<br /> 0.131•nails 8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS.
<br /> 4-'Odl box(3'•0.128'):or
<br /> 3 Calling joist not attached to parallel rafter,laps over partitions(see Section R602.5.2 and Table R602.5.2) 3.So common W/2'x 0.162'q:or Face nail
<br /> 4-3'•0.131'nails O
<br /> 4 Calling joist allachad to parallel rafter(heel joint)(see Section R802.52 and Table R802.5.2) Table R802.5.2 Face nail N
<br /> Collar tie to rafter,face nail or 1'/e'x 20 ga.ridge strop to 4-10d pox m • -0.):or 00
<br /> 53-Wtleomon(313" 148"I:or Face naileach retter MINIMUM NUMBER OF FULL-HEIGHT
<br /> rafter 4.3-•0.131'nails STUDS AT EACH END OF 0
<br /> 3•i6d box nails(31/2"x 0.135'):or HEADERS IN EXTERIOR MALLS Cro.�
<br /> 6 Rafter or roof truss to plate 3-od common nails(3'•0.148"):or 2 toe nails on one side and 1 toe nail
<br /> 4.1 Od box(3'•0.128');or on opposite side of each rafter or truss' ULTIMATE DES16H WIND SPEED
<br /> 4-3'+0.131'nails AND EXPOSURE CATESORT' v J
<br /> 4-16d(31/2'•0.135');or M40 HEADER clmill 3.10d common(3'•0.148");or Toe nail SPAN(FtJ EX E D <IIS mph, ~
<br /> 4.10d box(3'•0.1281:or q50 mph EXPOSURE B F-- F-W
<br /> Roof rafters to ridge,valley or hip rafters or roof ratter 4-3'•0.131'nails EXPOSURE C. Q
<br /> to minimum 2'ridge beam EXISTINbUPPERFLOOR
<br /> 3-16tl box 3112•o.13s0:cr EXISTING TOP PLATE L\1 1 1
<br /> 2-16r1 common(31/2 x 0.162')t or 4 HARDNARE CLIPS FRAMING/SHEATHING 4 1 U
<br /> End nall HEADERS/SEAMS
<br /> 3-10tl box(3'•0.128');or OR TIES TO REMAIN 6 2 I (�LU
<br /> 3.3'•0.131'nails TO REMAIN 6 2 1 J W
<br /> 10 5 2
<br /> WALL 12 5 2
<br /> wall
<br /> 4 9
<br /> +ll,mm (31',g.+e2'1 24•oc im-11 EXISTIN6 6ARAGE WALL TO 16 4 2
<br /> s swd Ill,wb,nau oa• ...ap.rom 1gg-Xa o126" REMAIN,ADD R INSUL. 16 4 2
<br /> ].•o1]t,na. +e'o.<ro«n.0 20+5 R-60 BATT INSULATION lV
<br /> ° PURR M IALL TO FIT IF
<br /> swa w,wtl.rd.dam,",wa,n mum•Gerq»aa car"•m a°a,'o`;3:'; +3e, 12'e e hi-al NEEDED. BUFFER
<br /> ° .1 a.c.d w.p o."•n1 Itilcsio-
<br /> 1. Basra Ism.,,nornee"a,.,1,sneer imeor.ro,1a- te'o.e.•aenado laps as
<br /> t8d oa 13' 12 a<.eacn ml Ims O
<br /> s.ea bG.
<br /> 1 -om,ruow neeaeno so. ores<o-., ., a tpra
<br /> �stl ar--g-a 1e'os iso-
<br /> 12 mo ass,to.1 ut. 10dxx13 - rzrocro<e«n LJJ
<br /> 3'•C1l',e
<br /> °°aro„ IS ROOF IN5UL. z
<br /> aa.p
<br /> u oo„ms ro....,am. � tm�mµa"1 x4�roo aac•Iwgm n
<br /> 12-,M Eev3•i .r p"a of Md piMl O
<br /> 1a•0131-ne.u.23- I SCALE: NTS
<br /> n Eodnmar lea cor-on 13' ro•er w'ocropoat
<br /> '- a7g1na1a i, to lat pen.a,
<br /> 3'-1.�" 12-oc is.nail
<br /> 6onomoial lonc III an oMar
<br /> ]•achte'oc lau nal LL,
<br /> la<hmgu[breptlweilpeneu teante'ocrapnai 2X PT LUMBER®24"O.G.MAX r`IlJ
<br /> A 1-is'eItapI'll RIPPED TO MATCH SLAB SLOPE,
<br /> Q
<br /> R-5 RIGID INSULATION MINIMUM DEPTH ly;'TREAT OUT
<br /> ON STEMWALLS UP TO 9" SIDE WITH WOOD PRESERVATIVE
<br /> 1. -.opraanampel.wnag ar•3131 - EXPOSED HEIGHT
<br /> 3-+eo cox o'i•onsl c, 3/4"PLYWOOD SUBFLOOR UI
<br /> :.+mFommo'1ai•o+erlor 6lannl LEVEL WITH MAIN FLOOR
<br /> 3-1 Cobax u,oue'1°' R--l.5 RIGID INSULATION
<br /> °4�•a,m-real I- /r,
<br /> I oll.0118',or W^
<br /> 11 -o1 lens etcorne,a end"uruaons 2.1so common 13'i•01e2'or Feca neil J fi.r J
<br /> 34'•3.131'nai+
<br /> or bad eo,I2'i 0 t+3',. O
<br /> 1, 1-11.1.w.acn,wd el oms 24d mmm°n 12'i.bt31'1 or G4cp nail O
<br /> 2.1 so-(3-.01 Uri or /^�/
<br /> 2,ropro„ti L__L O
<br /> 34d eoa a'j.o 115'1 o1 L 6 MIL VAPOR 2X PT SLEEPERS C- CL
<br /> 1. ,.9',n•.mmg to uch«rung 241cammonlY.j.Dt]tl of Fes nai
<br /> 2.loloss.-0+:6'Y,p1 EXISTING BARRIER ON TOP ® 24"O.G.MAX
<br /> 2anal".vcmm".11g..+':long OF SLAB.LAP
<br /> 34a all 12' 0113')or GARAGE SLAB SPLICE 12"MIN.
<br /> MO Canman+2'j•a,]t'1 dr
<br /> a AND RUN 6"MIN Document date:
<br /> 3.ropaa rcrowa is'."'o"g EXI5TIN6 UP THE SIDES 02.02.2020
<br /> e end wld•nn.nhng ro•un pm"g wwa me"1-.a' Pa.nal GARAGE
<br /> sad boa t2';.01131 01 FOUNDATION
<br /> Document Phase:
<br /> 3
<br /> 4o-, 12','•0131'1 or FOR PERMIT
<br /> >.i p Eox 3,c 12e",.c1
<br /> °n' /15UBFLOOR OVER EXISTING GARAGE BLAB
<br /> FLOOR L SCALE: NTS
<br /> Floor
<br /> sec box iti 2'-0.113^l:or EXISTING 2X WALL OR NEW WALL
<br /> Sad oommon(2'1i"o.131ry:or EXISTING 2X WALL OR NEW WALL MATCHING EX157INS
<br /> 2t joist to sill.top sae or p�mer &I IlO"•0.t3an:or The lwl MATCHING FX15TINS R-21 IN (FURRED EXIST.
<br /> 33'•0.131"nala R-21 INSULATION(FURRED EXIST. WALL TO FIT-I INSJL)
<br /> 90 maWfj•0.11Y) 4'o.c.lore reu WALL TO FIT R21 INSUL) MIN.5/6"ANCHORS BOLTS a 24"O.G.EMBED"1'MIN.INTO CURB.
<br /> so laa.oampl-loomngro,"'o,'. m l,momnl21 •oe31ry'or 1/2".01 SCREW ANCHORS a 6"O.C. USE SCREW ANCHOR INTO SLAB WHERE CURB 15 LESS
<br /> pars(rootapp,cal aim) 10i bop(3"•0.121•):a a'o.c.tali rou 2! MAX W/9"x9"x025"PLATE WASHER Z cl THAN T'TALL,EMBED 5"MIN.INTO(E)5LAS,
<br /> 3•.0.13-1. _O _Y USE 5"X5"XO.25 PLATE WASHERS.
<br /> 34tl box 12'y•0.11]'I:a 3 4X6 PT CURD f s NEW CONC.CURB MIN.6"WIDE AND 6"
<br /> 23 +"•8'suDaoa a lea,toam,oat24a mnarlpn I2',2"•Oe3t'l:a Fop nap EXIDTINb bARA6E GLAD IN
<br /> Q EXISTING bARA6E SLAB E%lSTINb bARAteE SLAB N O HIGH.MAX HEIGHT EQUAL TO EX15TINS
<br /> 3.10E bos 0".0.1W)i0, F F }f., STEMIl INSULATE PER OTHER DETAIL
<br /> 2.W..1•arovm.to y..tsr:1., REBAR EMBED 9"MIN.INTO
<br /> SI LL
<br /> Rgq SIDE STEMWA SLAB•46"O.0 MAX.
<br /> 2 z",ulmoor rololsl aSlae Yt etl bps lbile O.t33'):« 0 anofxe nail 4 O a G
<br /> ean �
<br /> 2ted prl,mOn 13',j'•O.t82"1 l < t9' O.
<br /> 23 2'p.nkslPanke Ur
<br /> beam-A 1-1 Sul me s" •0.135lor At eacn uanng
<br /> z+etl common 131y'•Deeps / /\\/\ \\\/\\\\/ \ / /\\\/\/\// \
<br /> 3,so common(31)2"•0.181 /\\//j\�/� �/ \�/�\\�\ a ,.
<br /> 26 9antl or nmlobt tolol5[ at0 boxtIn-12int,or Ertl nail
<br /> 44'•0.131'real:or
<br /> a3'•14 ga.,taPlea. y \� / \ C / / �� EXISTINS&ARI SLAB
<br /> 4
<br /> 20d cannon l4'•O.ta2"p o Nall tam layer as tollows.32'o.c. y/ /
<br /> a top andborcm arbaragemso. / a '4 /. EXISTIN66ARPbE •a FX15TINO OARA6E
<br /> 10e my 1]•.0.128'I:a 24'o.e.tau rou a tap are e.rtom / FWNDATION / FOUNDATION
<br /> 21 Il91ra. mlomll2.m.'.in., 3'•O.t3e'rnlle ,wggemda"appmre,ltle. ,/ /i \%.r \/%/t//\, . SHEET
<br /> a M
<br /> tul?
<br /> Arn:
<br /> "pm-' 28lor 1 Fapna°°,°ntl.andatea� 1Ix PRE55URE TREATED CURB POURED CONCRETE CURB
<br /> 1,otl box Ig'•s'.0}'.a
<br /> ].]•.oe3r na1.
<br /> a+atlbyIm 0.1351 A4
<br /> 28 ledger amp auppdmng pine or rahem 310tl Amman I3',i'•O.te2'1:« A[eachjorot a rafter.tau nail
<br /> a,W Dox 13'.o.12a"s.or
<br /> a3'•0.131•nala CURB OPTION ® GARAGE DOOR OPENNING
<br /> 2e antlgmg o,a«Nng wloa[ 2.1Ud box 13'.0.12111 a 24s Ammon aarn end.we rnr � SCALE: NTS
<br /> (21la•0.131-:1l p.t],ry roll,
<br /> 240015
<br />
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