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TAG 109th COI!R"1' Suitc 101 Vancouver. \VA 98662 i~ICzl--T ELE'~/ATIOt~ F~.eN•.xxx - ~~: .~E. -.. , db GQhiq.:.r P1 , hG r. !~ , a+~o ccNS-~ucr~oN INc- eetic =_~ s iaTlov R~~''R =L.E~'/~t CiN PL4N•IlI5 spur. ,; . ~. -C' Q1lPP: z ~ ~?mod [d~ ~~~ hW~~ ~~ ?_ \ W U y ~ yp, c ~ ~ i ~ yi I~ ~ ~ ~ ;p V z N ~ v o~'y~Y ~ ~~- ~ YH' v. ~ ,i u C ~ ~ das=~ ~'$~ w=8r~nr$>r ~oRN i Ci "' 3 IL p u. z <~ f_ 5 ~ f F () 4 ` I I G { !I ~ TU ~ ~~ V N ll'Y Ali L f. (u ~ . F ;iY Cl~y~i fad a~ - ~~+ ,,. LL - ~ ~_u :4 n~ °~ J ~ tlK ~ ~ +. .rV' i. .l. ~?'x M. nMfu i'4 Y. 1 ~---'--- ---- ~ iii,; Hc_ N _ ~ - ~ s.-_c i r._---. ~ ' I ~`~`i rr ~ I I ,- ts. I ~{ • t-- ~ ` I '~ Y r I ~ f 1 , ,, I °`i'C .~-' . I ' .~ ~ ,-~-is:_~~. ~._~ ~,. ~ c~=r_,~~_.rto_=s:mil i "~~4 I J I I I r~~q r', ~ ~ I I --- ;~ ate,------I, ~I~qo ~~ I ~ ~ ~ ~~ ~~ I i I ~I f a~ ~ ~~ i i ~ i i ~ ~.i° ~~~ v]~L. I I I ~ ', 4~~ nl i ~o`I II ~ ~ ~ i i ~ cam.. \RtI I ~ R J ~ J I it 4 ' ~rir PI ~ • k ~ Ii~ I I I I I I 15~, I f~ ~I ~ 7 I w I I ~I I ~-{ V 1 . il' I ~ I I I I I I n -___ ___ J L_- _______~~-~___ __ .III 'S I! J 1" I \i ~ I' n ~: is Z A{tip- a~ u~ jLL W n' y \ ~.~a ~} ~ rr :, C. y I-YA W ~~"~ u ( .i ~ ~~ ~? ~'2j r- --__ti _ _- - __ -(X'/.i W 51(G g JREJ pycP 41-. I J rY <F£A / I- Wy a e N t 'C T~ .e' . a I _ _ • F.i' __ ~. k.[ `.CVb _ . ~ ~ ~ FhO Y . - s I \ ~ ` • NEE- JK~.T. w\i ~ :~Ih lf: =< ` ' ~ ' ey3o Kit er~ 1 ~ Grea:rcoa ~:, ,EG-ENC ' . rt~ ~ 1141 W.a\CEKEM ].4 ~ \ ._ L v =EI~~G ~GJGEY~ i Ly e.s ro)' -~ ~~ \~^aaue w:`. ~~ ~ e "' ~ w r - s Ga^age '~.a ~ G E.:t,;ae.~L o, , °G4i ~r Lu Q ¢I .Gr<v ecx e•e ~ -- iI ue 5a ~ - -a E/ i Q LW'.SCF J.IGG 4 ~I I h iIFl:VYFi ________J________________ ! 0 PLeO=V T6Y P6F -------T-- `-------'-- J , 0 _ 1' nYt UC'^=1_W5 -~•, Entry ~ IEFnYxk W1H ~ ~, . ° nl ~E-Ed5lT 0.'~EF I -.. 1 1 ' I . I : C'My ~ ~ ~~ c.; »rr. ~ ! __ I _~ I \ __1_ -______ ' -~?- ! 1859= 1IFkE 519 ~, Q i 1 .. . I ~ ' ~ s'.4. r.-.,C -^. tare=_F5 }~ rR.~c nrnREr. m.. + _ _ ^ITR1 v ~ n __ _ :C-C __ _ 0_~ A 0 CONST2UCllQN I iNG 5512 NT: 109th Cp1:RT ~~.. ~_ CERTIFICATE REQUIRE WSEC Resltlential Energy Compliance ~ Certficate shall be posted vnthin 3 feet of ,,*he elecir+caJ pare) and scopy- proorded to the Building Oept before Flnaf inspection. iCity of Yelm forms 2006, 2009 WSEC 105 4) Wall Insulation -WSEC 502.1.4.6 `I All wall Insulation shall fill the entire framed cavity. Eztenor wall cawhes isolated dunng framing shall be ftUly Insulated t0 [he I' levels of the surrounding walls Per Prescriptive ~ ~ - Regwrement Approach. DUCT LEAKAGE AFFIDAVIT i A duct test leakage affidavit shall be provided to the Building Department before final inspection. ~ ~I ~ A Dl. j TES . THE + FT Fem ' - . 6.5 5 IM4L IYIY i. ~: TO "! IN _E`'iEL -- ~_OOR °LGr\ - -- r-_ ~L,. ,zc. KL.i..~ .g• _ _ ___.. _ :T' v v_-e... uw- ' 61Y) CPtii..1_11~5. AG. H. _~ .Y ./ AHC COV9T¢JCTIOV. IVG. '^L;N =LOOK FLf`N A110 CONSTRUCI'IUNIINC 5512 KL 109LLt CUURT Suite 101 Vancouver. \i'.4 9R662 JFP-< L-__`/c_ J015T Lii`'.^.JT F_rr.• i>; J ~ I FLAN • I'123 CLEF'; At-O CCNSTFFJCT Cn. IKG cFFER LEVEL AI$T LLYCUT L.1.=. ~.. £G~E~ULE _..1'LTI:Ti EL-_~L~Q't'. r-Tp-.L L}{~q e ¢ry~ Irci.~ le'ct'~~. Vie). - ,,) e - su 4 T'TT - Xr ~ -r l~M°1 •~' •.~. L A ,.~. I j .b Yt.6~ I II® ~ ~ _, I /~\ j I • H y I1r I ~ r~ ~ ~•~ L~~en^ Bed~oom i I 3edroom 3; ~ ~ r~9'w v a• ' o-e•. u.o .g e•:es•ec w-.rc.L•icew ~'t o ~~ I is I ~ l~ ..< •' m ~~ I I D I ~~ i i 6t W.. er_uLE3rbM' I~;\. I • ~ S )fI ~• ~I~A1)RyltN.11A'f ~!~ '~A 1°tV JX ,~~ I a ~l IQ25YO lY/aHl •.\\ ~ l t" iFN"EL l0 CY'4GE ~ p ~a lt'1 ~~ 4. ~ ':~ 1 ~ ~ - 'i r' ii aI1 Lf E =u. GtrB"siKN r f L°pPY eAA tb< ~Y' ~ 1 I e1 -~~~ ' ` OPTIONAL MAC"-R BATS-I b ew_x ~u~\e~ ~ L9U11d' ~ -e~X{x ~~. ~_, ~ i~Lk p _ _ • ~~~• - 0 iTer 0.nE •. 1, ~r S __ i1 - ... '~ fl i 6r4E H'•f-P atr y; ~: ~ ~...b aea..ca.neys a*_• ~I -r l:r.~ I I =~~~'f~ I" die y:._--'- ~r ' "-f"°~'~'-' l 3 - CARBON MONOXIDE ALARMS "~.oa+ane. •~ ~ a T~ ~ An approved carbon monoxide alarm ~ Ibr Yi'ti 7°TL7dt ~- ~ LM i:~ ~ `I "`' """°""'""'°u i; - -- • ~- - shall be installed outside ~ ' GC'EL°GEb N°i01.t'e - ~sD i ~'~'~ ;^-' ~ of each separate bedroom area. R315.1 ;; <: ~~ i "mce Qeeew A.a\ •"Id St°Pid 1W '-__ --'p ~ b~,x~t ~ - °, ,~ ~.~ ~,, ~! - DRYER PLACARD ~°~y~ ~ Length identification label required within ~ c' n McroAr~~~y ~ L' ~ ~ -s, <,, ~" ~ 6 feet of exhaust duct connection, ~ 2009 IMC 504.6.5 and IRC 1502.4,5 lJperahle ~4'indows ~iith an Opening _ ,.*, ,,~,. - - - _ ---- - --` Hrieht Less than 24 "`' °°' "Above Finish +- >.•a f'll lor. Shtll ('cunply with IKC '+~eL~~n nl? ..°PER LEVEL FLCOR FLAN °i_GN• T<5 X4E-. Y.'.-.p -- - - ~ QllCyy 0.~~v~d4 ~~ ~. m.•N r _ L6~.b°OR I A 0 'ONSTRUCTIr~N 1 INC'. 5512 tvB 109th COLRT Suite tot F_GN Il2> !LEFii ',-IC GONST~CTION. '~N~ J . ~ ~ t I E I ~ I ___ t I I I I I I I I I L; I G-T G '/EV?I_AT G'N I I I i C I I I i mPM~ ~~ T r I :.~2 i I I I I _ I I I I I I ~ u ~~•eu «u'i~x m ~.. ~ i O I " I aocrrc wa w.cu uo.a.a..• ~`u i I I I I I a !N I la I ___ ~6 6~ I I I 1 L G n 1 I CDG~ I I - I I t \7 I I iENTI_GTON C40ULGT':ON$ Gi@G I I I ua rc c. n <mc aaa.w. «u>...nu p. I ~' I v m .cm eezr. I ia~lsv .erm xew I ~ I ea w w •• I :1 I va.w. •wr. , w n .m ~e MWivYw'LV't~ 6~Cf ttY6fGYA6. I i un.xe rw.xo s+.m am¢ .or ~aeil I I I 1 I 1 n ~ ' t ~ f_ ____ u r I ___ $ - I ~ i I ____ ____ ~ __ J __ i s GOVf1ED PGI~~ i L.________1___ _________„ ____.__.. __`_,___.__..__._.__. / `l S `i nxk .~ .~cwe:~. _~s------ .... r r, ..r. r.: .ro, AND :fONSTRUCTION I INC. $i 12 N F I (19th COI:RT Suite 101 ../ . ~ ~ Y PLAN 1T2S ~ LEFT; G!-G GCNS?~JGT~GN. NG .1~ WNSTRUC"CION I W('. 5512 NG 109[h CDLRT Sui~c 101 Vancnwcr, R'A 9A662 a~ ,--1 wvw ~ . I vE IY.W b • TYPICAL STAIR DETAIL \ ~ ~ w~,a:~ \ \. ..,.o, i.i.cre are iYY CLM VGi 11tH eec~ccn : eecrzccrt j ,~.., a=cr~~oN DETL..~_-e Ft4N•I,iS ~~.~' FLaN • ras :_=_=TI coo consrRUC-lov nc. SECTION D_TaILS SECTION D= T ,U'L-A ,,-Lav I-1~ LNJAdi'.P iJ:JC.E6.FAK_'vtllf. _ _ `~ \~\[ ~~ - :x 50.;6 SO_I(W Y'.£~ia A5 fCR 6'O! _ TFES!QIECIGRS L5 f£R CClii ~ `-,. 111 fIl )M6 ip+P_Lie ` ~ \,- aY6 gTNNi KLQ[RV :KYC LNG ICGN'0 TP: ~o= ?~IeL:,_N uo.b' <e ~ h' Le Lw t.Y• OaP ~lLMaG < TYE%• mF ~ vnPGq edFV F.Q I vT^ L 8Dw _ !CR MLQ"I.PLtlJ(Tie: &DKaI :Al LL4! 5TIG9. 0'OC. _~ R-)i CL'I NSIAIW t:• Grgy', EKYUp LLLLL9 l7' PLR'KLE COq(y !VEC- 4£/AtFFP! _ _ ib EIXe FLi1E i Wb L^~ _ ~p 1. ~ ~ \ ~ __ _ - fFE-+nG YEd'L -Olgi - U:: ./ J\lll\ ,(, AL CIMeR Q RM,gS' R.b N51AI W, 4'. Gxt]p[Tt u.'LL5 n-YL `CUF3~~`_a ': b' ~1J [.EGi~ry~j ~ ' 'vGG' ~' .: v.t2M dMfalrt L'M1L 5G W Ji4 W__ ai;0 . Y' CC. k :I tfLit IGL a~rN R= a nL-i w nicN d.\^( I`_yiei4'iLE*E lIB'AN6 f-0+FF ~'NE0.W<ti 'it/,ILC 5L M1I: L ^u L:1 C lK;rx~w} tlG~ li < t .O' OL. dID YLx YY^ C' yt • Y (p gdlE YO M C.CMR t-t<I l- wT x S x v<- Fianr. c_.aE6 ~wM Nx,~ m •. esRrrx . oy a¢ "IN FER'1.'FL'Ep LFLN FR; LL. CRli1FJ 0.Y/C <iW .E_ l: <' ~N, LL• aPPii.£C HL1ER YtlRA~E £+E R£CUF~~I T V'~i ~ l I iw~~~_ ~ 5~r'T ~~.'N ~.{~~ HI- % ~ ~~ L n. ~^. ~ ~~_/~ t-,,,~I~/E RA~CN M TIG?~T ON ~L~~ xeLt. r . ;.c v [R CPI. I.L eR IF.<'ER _ / ~ EE W. alodW W ~4:LG TGM ~. / tlC le_w '/NC NCn PLfiN vi=_W .-h a-.oa < %^' Wxi•Ja SLwE Ui.H. _S,:PPORT YXE L~ -p - Headers Shall Be Insulated To 1 R-10 Per WSEC 2009 1 Table 6-1 r- ~~..~ Ceiling Insulation R-49 or R-38 Advanced Framing. Vaults R-38 Per WSEC 2009, Table 6-1 aOAY 5'cLFFK. 5K' IKLI4 IYK FY(J' WiN R.fb 0.Ex'DLE GLL 4M:. dbGR YafEF kd'C! LO PaaF~DWE iO=LOGR ~ 1 CONSTRi JCTiO~I I INC. $512 NE lb9rh COUK'T Suilc 101 Var)couver. WA 98662 (I..PTRG~ i i9L8 AIU' (.pv"i2LilIX. 1, N.. PLAN • IliS ~ LE~1: :-^~O GCNS'FCJGTIOt~, IhC. D=_ TA LS STRUCTURAL NOTES GENERAL t Tn0» Structural badrge pertoh to ba loterd loan reblhq ayatam antl frmvhq Nemmb m rote0. See a.endecbra Dlma for frdn~ng t fountlatbn qma AmenNma ar•tl more Infpmotbn_ 2. Tee gpvernbq code b Ne 20D9 Interwibnd Petldantbl Cods and tb ]009 InbrnpUand BW0.hq Co W, 3. NI honnq mtl oMer York ~tll comply YIN Inc 1009 Inlematlmd Raaltlenlbl Code far 'conwnNana coneWdion' unleee notW olnerwbe m mac rehlcFn. !. Snup drorhgA etort.oed by a Regbtered Structural Engheer licmam in Me Slate of Woanngtm, andl be requketl on: Pre-fabkclsd Joble and L'QI Wta Plole Cmnsctm Wood Trvwe 5. Tnle rtructwe ontl W of na Aorta moat b< mequolNy Crocco oganN .n4 loud men and felWnlc farce unW the pembxnt lots.a-loan reebt'n0 awlems nave beW, coneWcletl and ak pllmMnanb ono emnKllane neceery fy tM NabRItY W tea NNLtwo and tta Aorta lava Doan moo. S1RUCh/RAL LOADINGS 1. Omtl Lma ...............__......_........_..__..._.....__.__._......................._........10 oat of Omr, t5 Del Pt root 2 Floor Lrw Looa ......._._.._. _. _ .._. _.._ ... .......... _...... _... s0 ml 3. Rmt Bro. LoW......,..,_ ..................._._.......,........._..._......_...._..._............_.__.... .. .._.ISpvf !. Whd Imo klL 3 Secmd Duet N1nd SpeM...._. ......... ......_..110 mpn - Evpowre B 5_ $eiamic +ood: IBC Sebmic Category 0 .......... ... „, __S ~ 10. St.03! STRUCTURAL MAIERIAI$ t. FmMOtbn Sal Prokertlee A Natrmm varlka bevhq preewre la feelbm ImMed 1'~6' minmum bald. orginol a fMen gmas ..................._....._...._._......_........._._........._._........._._...-'-"°"'___....__...._...._._.t 500 Paf 2 Cmcrole: A Ifl day dnlgn abengb fb .__ ._._. .__.__.. .....___.2500 Pal B. Mlnlmvn Cement cmlenl .. .,.... ..,., .,,.5 % eocke Per Cubit yard C. Mdemum voter/eananl Mio......_ .........................._..,_....................8 WMOrn Der wek o/ mment D, GonGrab eRDmed to Namenb anal now SI } t% MtrWned m, by wYma Per AS1M C160 1. CMedimle cMLrtb mlvg mvCnOnka dbretbn. F. Ftllw ACI recammmaoUana regoranq not mtl mitl YeoUer. G Oo not qme concrete m loon, muddy n ham 9rmb. N Mib NN rNnbrtirp ben._._._ ..............................................__._...._....__......AS7M A815, Grade 60 J ebeE: A Soon Wrben N Naming hsnber atoll ba oe follow unNee noted otnsebe m QraMnrp. 2 Jdvb and Fbnb .._ .._.. .OF-L (2 3. Beams. Sb~gers and Posb...,, .. „ „ „ pr-l In !, al memMn 3r a Wv Mql M 19): moblurc content maximum 5. ProMae add bocklnq at al Panto of bmrhp 8. al plPles mtl bdper6 h contact rtln cmbals 4 Mmonry enok ba preaLre treated T mmrdmee YRn A.M P. A. $tordord C-2 7. Na0 In ocmrmnce .iln IRC Emtenbq $cM(4e Tpple R8023 mtl tlrosiiga fl Gbe-lbmbalW M.mbra t. Beams p>oba? ..,.,,.,.,, ...-......are 1t7 combbwtbn zRF-w (a/9h 2 al glue bmirwtatl membee anall M notcMd, snoped ono fnlvhsd h occortld.ee siN Db^R oM gedRCOtbm, wE Mdl be rnpdcplM u1M wterprool gluey. 1 Fnctbn of members Not conform b AtTG 4Kfimeona !. Glue IIXnlnoted members vnA be wslem wKbe and bea Inc A.P.A.-EW.S. mvk. O Trvwbbl a Be'WS Cdcoda Joist Products: 1. Jdeta enok rot exceM o Ilw bad deflaNlon of l/B00 of Poore, a fM Yorketq vtroaea ae a+om b tM IBC etaMVtle br Ne mproprbla Imde. O Lignt-Wta Pbb-ConneCtW Hood TNeaes t. TNSeee 311x1 COnID1y Yltn al a10r4iane Of tM deagll epKl/Cp{Iple fIX Ib1t meta Dbls mnnectb wad Waco of lM Trve Pby Imtitute, unlm noted dbarYita 2 Cmrnct all Waem to wpDarting members Nile one gmgm H1.5 ancnoq U.N.O. f. PI).ood ,. 2. 3. 5. 8. 9. 10. 11. tz f. terra Cdnecbrc 1. N plolw arA latlgan mall De oncnoetl WM a mhlmum of ]maim per Oleu. 1. al faminq <oniwcton and be SknDwn a mDwve6 iii al ndl now ~dn not o. epedWd DY iM nmgr monufacNnr, owae n9bd oberebe. ]. BoM and log bate to be ASTY A30) unxfa n9tetl oUenivt 1. provide aanaa.d plots wsMrs undo nwde w nuts of bob bewinq m wood unlm noletl oUmiea NP O GABLE _ _ .r1.,r 1, f,a`TFs ~ ~~~.~II v ~ b 1 -I . ,..e ~ C i-I ~' v N ~ ,p ~ y w t 53 ~ lYP O '. "~ o CAVE < J I ~ _ ' _ p . i J i ~: ` rG ~ J G u. (n .T ' e _ _ 'I J-k ~ yj .O ~ ye t y m _ . __ fe ~Y I O J ~ . b ~ ... _ -__ N 0. or ~„d~ A ROOF PLAN ~~ v S~ 1~8.._t._D. ~r ` $tT"r H C y o `~ z N z PLAN NOTE S: ~ q d ~9 t- SEE ARCHRECTURAL PLANS FOR DIMENSIONS AND ~j Q.v ADDI110NAL INFORMATION. DO NOT SGLL DRAWINGS. 2~ ROOF TRUSS AND FLOOR JOIST DESIGN 91' SUPPLIER. ~ Q 'RUBS ANO JOIST SUPPLIER SHALL REVIEW TNtS CNGINEFRING TO VERIiY SPARS, UYOl1I AND OTHER INf ORMATR)N. 3' INDICATES SHEAR W TYPE SEE SHE R O ALL A WALL SCHEDIyE. NNL EXTERIOR WALLS PER SHEAR WALL Yrujt~ a N : 2 80 TYPE UNLE L u. 8 AU SS NOTED OTHERWSE. DNII': 9/3 0/2010 !. ~, o INDICATES SIMPQON HOEDOWN. ATTACH TO DOUBLE Checked ~' :V.1A iy STUD MINIMUM. INSTALL PER SIMPSON SPECS. Sheet :~o. S1 r SUPPORT PORCH DEAN O ~4 ;I HOUSE WALL W/ (2) 2x8 / > ~ >~ + F STU05 AND A KINf. STUD .~. ~ y ~ • N41LED TO ;IDE Of E3EAM / V / _ I H B ~ ~ I C C ~/ ~/ ~ c ~` ,~ \ . S~x7} vl __ .. JJ..LL \ ~'1 ~.. ~ p `" 1 4 A . 53 - - -- IyP A .. - - . A _ ~ a I i _ _ ~ ~ M . ~ °` it e 5 QI 53 A Q~ ~ ~y ~ 0 - 3x11 iVL 6 .I y ~ ~ ~ r _ ~ B _ _ Tw ~ ~ ~. ro _ ~ [~ ~ A _ ~.. A ~ -h• - ~ -- r-I CCS 3 ~ ~ -- ~ S)6xf 9Y7 GL - ~ u S3 , A }J NP 5' '' U ' no'.~ 'f 7 1 }~1I~ C ~ J B B -- 13x11 aVL A N 13 1 ra4i B D . x Ci U A S1bY13Y1 GL Q t ^ : E E ~ ~, c r i-N ° c . 1 ~ s2 '~ z .. a UPPER SH RWALL PLAN C1 MAIN SHEARWALL PLAN ¢5 Jnr~u SHEAR WALL SCHEDULE ; NAL vLywooD ro % ; Cd LILAU O 3"oc EACH W ar WAY ABOVE SHEARWALL S!n'r V 1 C0NfINUOUS HEADER ACROSS GARAGE W a _ '~ (2)2x6 SINP 576224 Q ~ NAILED TOGETH p W/ IOdS O B" " ' PLY, SEE PLAN FOR ~ - 74 ~. 7 In NAILING Lc U c., N WIDTH s ~ `~ '" P.T. 2z6 _ O G SEE PLAN _ ~ V ^~ FOR HOEDOWNS ~ -TURNED-DOWN SLAB EDGE Q (/) Z (2) ,}a H W~ _ _ I. ISSq'S ARE flWUIRk'O AT iNF. ROOF EAVE "gNNEC1101x AVO AI OTHER fLCOR 10 SNEJU2WAL .--i CONNECTOFJB WHFFE ME PLYWO00 DOES NOT flUN 0ONTINUOU6L" FROM TAE UPPER WA{L t0 ar j{Q~; MA% MT TO IONEA WKL. SEE DETNIS. 1. FLYw000 SHALL DE < PLy MINIMUM µ0 nll Pµ CL FAC"5 5'MLL OC OLOEXCD. ORIENTCD STRAND ,4 x ~_ VERTS -"~ ~ WID74 RATIO OF SHEARWALLS 3.S D0V2J (050) MAVU~ACTURED NITII fKTFRgR GLIC. MAY BE SL95?~JIEO PROV:DEO R HAS EOUnL ~J ~ NO S ~ T~E PNjcct N4. : 2q H0 B 3. pFiO'/~E PµtL ECG Af VAU ALL EM7 STUDS. P ~ nN0 TGP PUTES. 1 - D9tc: 7f 21/2010 . ; LAPt FS VAY aF SUFC.iilflF) FOR NY~Iti NX[HE NOIEU (:t+ Sh _ARw4~.L SGHtOULE 11-EY Ml/i' Nt 16 GJG. WITH A IIIN. CRGWN NIpTH OF ~e INCH O.0., 4MJ ~ MVIMLN PENETRAi.ON OF 1 IWH. 5. NNII VG Ai INiERVJJNtE FRAMING t0 3E S'P+CEJ AT t2~u_ ~ PFL""~ nT INTERIKpATE FR YING i0 CIINRP((G) ^ :ALA , A F.F FA(:ED Ai B'«. $IICeI VU. PRO`/IOE CORNER BARS - C0NTINUIXJS FOOTING 5. txN,xNtiu>H ANCHORS 0- Mk SwL Uuutl~H µl SvA<: vc w'.--I i IN~II_, OF D/DEDNENI MAY N' TO MATCH HORIZ REINF -) ACROSS O4RAGE. SEE ~©~y T IO C 3 PLAN T Q 1S SlMLL i uv J~ PIwT( WAShERS. ' ' B.. UCS 0 BE OOVG Flft SPECIES SP/4ED AT `6 INCHES ON CENTER StLL PUTC TO RE PRESSURE TRFi\~ED (HEM FlR CNAn. ~ GARAGE SHEARWALL 5 wHtHF tiF1FAH CMACIIY FxCEF175 350 PLF (SNEPRWALL$ O,E k h. FRAYING MEMBERq (Wµt : CS x DCf NwL:NL FA0 S- R A'VL 1 ABU ' : J , , . ~ .1 )?)A\; AAtl: 1S S4NJ EF 3.r uEAlA4It5. NVLS S~Inll 3 SZ 1/Z'=Y-~' -nGGREO. t0 weFRE s.I FAA :A~AbP t5 BUO RC OR CRFAIER (c) FOUNDARON SILL 1'U1ES SRAM BE 3x ' VEMEEA:>. NilL.S CHA~L Z STAGGERED. Atl PANEL EaE l RIP PUiE BOTTOM ANgHGR CAPJwRY Y~,ru SHFA 11MG NNIJNG ALtACNMEN! 70 i ' ' : HZAIE AC ALTS ~•0 (PLF ) d Q G M MN/ O T,lc PLYN000 LS50 O 48'« IBa O 8'oc O 72'« I40 (STAJLES O 67 BC O 6"oc • • • O R~ PLYWOOD (STAPLES O 47 LCD O 12 « lea a 6 oc O 48 « 260 ea o 4'oc ' ' ' O Re PLYNOOD (STMLES O 37 1550 O 2a « 18tl O B oc O 32 « 350 O ;{~ PLYw000 88 O 3"oc WOO 16•oc I6d O P« O 16"« 490 O ,yM• oLYWpOp IC4 0 3"« LS50 o R•oc 16tl o 3"« O R'oc 599 O T.(F RYN000 FA SOE BOO 3"« L550 O 8'oc 16A O 2"« O 12'oc 980 S SUPPORT PORCH BCJ.M O - T` - HOUSF WAIL W/ (?) 2z6 )I\ Tt Rt,M~E ' STUDS AND A KING SND 't :?,y NaLED TO SIDE OF BEAM '~ y . I ~j , :; C 1 C G C B ~ g I~ SJx7i NL~ ,~ A tl~ ~~ 4 - ~t S3 TVP q - ', SI ~ cl OD A _ ~ a 5 A Q~ C 0 s3 5 _ 3}x11;vL ,~ ~ S3 ~ ~ .. __- TyP -. B ~ ~ ~ L -~- ~ ~ A - ~AS 51Ez19Xt Gl E.y a, A o 53: .'. 3 ~ A U 2 i lYP `" • A 1~z11jVL 1~c11jVL i-+ U ,O B 8 5$zlyg GL ~ ~ °o B E E Vj o• ,a a Ca ~ o I y u S2 p b ~ a UPPER SHEARWALL PLAN ~~MAIN SHEARWALL PLAN ¢`~' r a 9y~~ ~~ °~ by SHEAR WAIL SCHEDULE ~ ~; NNL PLYWOOD TO - GLUUM O 3"oc EACH Ily ~ WAY ABOVE SHEARWALL V Si+o~ CONTINUOUS HEADER ACROSS GARAGE .-7 (z)zxs --~- J $INP $16224 Q o NnILED TOGEM W ,~ W/ 10d'S O 8' r )}' FLY, SEE PUN FOR ~ .T. ~ Lt; ~~ NAILING S2 U "' ,V W C/J +• C WtO7H P.T. 2z6 s Z O C CT :a FOR OLDOYMS TURNED-DOWN SLAB - ~ Q ~' - //~ EDGf (n I--- (2) Rs I NOTES Q 1. ISSG'S ARE HI WINED AT THE ROOF SAVE COVNECrgN .WO KT OTHER FIDOR 10 SHEARWPL --7 CCNNEC110N5 NHERE THE PIYWaID ODES NOI RUN DONIINUOU$LY FRIMI iNE UWER WAl.I 1:) IOwER WAIL- SEE DEfNlS. j(Q~; Mq% HT TG 2. P_YWOOJ SHALL 9E 4 PLY MINIMUM AND PLL PANEL EDGES S`NLL DE BLfKKEO. ORIENTED SiRANO WIDTH RATIO Of BCUV<0 (G50) MANUCnICTURQi Wr'H E%iLRIOR G1UE, NAY D[ $V35TOUTEO PRCVIDCD R His EryJA. FrojeCt ^U.: 248u B4 x ~ VERTS SHEARWALIS 3.5 3. PRQ]IUl vnktll~FAGE ONnI VG AII~PtL WD $IUDS.T51 PUTES N:O T0.^ pUTES. DdTF: 8- ?J 21,E 2UID 1. STA%.F^, VAr qF S(IHS""u1Fp f^..R NAlli wNFRF NOTED GN SY:ARWALL $C4EUUlE- THEY MUST B~- 16 G1CE. Wm. n ViN. CROP'Y WIO-a OF ]Ae INCH 0.0., AND A Ni111MUN PENETRATAN OF I INCH. Chxkerl hJ" AMA 5. NAVNG AI 'NfENME7wiE t+PMIN;. 10 HE SPACED AT 12'«, i~AMES AT ~YfERNEOIATE fRFMIt.G fD BF SPAGfD Ai e'oc. ShePE No, >RCNIDE CORNER BARS ~ - CONTINUOVS FOOTING 6. =xPPNSON PM;NORS fT IriE Swf OVWEItN PNO 4"AONG 'Krt+f 4 INCHES Of EMBEDMENT MAY Pf TO NAICH HORIZ. REINF ACROSS GARAGE. SEE SUOSrrtUIEO M INTERIOR WALLS PLAN ]. ANf.HOR fl01 TS SIN11 NAVE Jx3.j PIgIE WitiHEH$. 6. FU05 TD 9E DOJC fiR $FECIE$ SPAAEp AT 16 NCHCS ON CENTER. SAL PLAT( TO BE pRCSUFE TR_ATED (HEM ilR C%AY). GARAGE SHEARWALL 9. WHER: HEAR ('APACiTY ExGEED$ 35D aE (SNEA4NP115 D.E k Fj, :RANMG VENDERS (WPL STL'~) ~CCDVING CYE HALING RSV ApV'"lNC :.MIE;S SHPLL DE Jx NET/E~LS NAllS tiHet , pC STnb5ERE0. S2 1~2"=1~-~ IC wMFRF SHFp~ GPAd9 IS 6C0 PlF Cd 6HEAItN (F) °OJNDAPON SLL P,NES SHALL $E 3: MEMBE R$. NAI$ SHgIL BE $TPCf,FRED. 'NAU H PM1EI FOCF TOP PUTS 80TIDM ANOIOR CAPAC SYYDOL S EATHING . NW_ING AffAGHMF.VI N BLOCp PULE BpLT$ §~'0 (PLF) NG NNLLVG O Ai PLYWOOD 8tl O 6b° ' t550 O A6•oc l8tl O e'oc O 7Y« iJ0 (STN LE$ O 6' O ' Bd O 6'oc ' ' ' Ai PLYwa10 l TMI 1560 O 32 oc I6d O 8 « O 46 « 260 (S £S O ) 8d O 1~°c • ' ' O Fe PLYWOOD (STAPLES O 37 Lsso o Za « I6d O 8 « a Sz « LO DO N°' RYW000 8d O 3"« 1550 O 16"« I6d O A•« O 16'« 49G O '~v" PLYWOOD IOtl O }'oc 1550 O 12'oc I6d O 3'« O tToc 594 O T.Ss PLYNOCO G SIDE 6d O 3'« LS50 O 6'« Ifid O 2'« O T2'oc 9RG NOTF'. - ' ' 2x4 M7 BLOCK L550'S ARE NOT =',, -~,~tS 2 REQUIRED IF j ~~ BETWEEN EVERT ~ x TRU55 SPACE BLOCKED AND ~ , ^ 4 NV1ED AS SHOWN. ; `': (t) 12tl•s PER BLOCK ;.I,:~` ,~-' y,' PLY =~ - ed O 8~\ _~ lam` 60 O 6' yt' PLY Bd O 6' (~ r x 2x BLOCKNG -___ r ~ ~ .n __- T (2)l6d INTO S'NOS O 6' oc ,~„I y, C 1-1 ~ T ESN DNAIL TRUSS - $TRUCNRAL TO BLOCKING GPJdC-NAILED TRUSSES GABLF. END W/ 10d'S O 2•o.c. PANEL EDGE TRUSS DESIGNED ,~ ~ NAILING FOR VERIIGL ~ PAN0. EDGE NAILING SIMP H2.5 O 24"oc AND ENO WALL J9° p1y (P.E.N.), SEE SHEARWALL WIND LOADS x~ t ~'~. F+°1 d SCHEDULE the O e' 2xB O 18°o.c. '-'~ Yi• Ply IOE O 8• CCs t6d 08' NOTE: ROOF PLY W1Y BE WULED W/ y,' PLY - ' _°-~ ~ -BOTTOM CHORD Bd06 U 80 O 6'c.c. AT PANEL EDGES R 12'o.c. .N-THE-FIELD OR STAPLED w/ COUNG GYP B~ CLING AS PER 16 GA STAr'lES (x,{e CROWN, 1' /` BOARD µ4NUFAETURER•5 L-I PENETRATgN) O t'o.c. O EDGES, REOUIRENENTS TRUSSES O 2•oc 4~ 7 B'o.c. FIELD 2x1 BLKG ~ ~ ~ s~ U j ~ SECTION ® EAVE 2 SECTION ® GABLE END s SECTION S3 1°=I•-o° S3 1°=1'-D" S3 1/2°=1•-0° ~ z :° o o a N `1 >Hr~~ ~~ y ~C Stc `r t6d O 8' SILL NVlS, SEE SMEARWALL SCHEDULE NOTE: USE 20a NAILS IF 1,~' r - -' tOtl O 4' a PLYWOOD IS USED ON FLOOR. Xi' PLY --rte -~'' - BIOCKING O 4' OC ANCHOR 80175, SEE SHEARNALI ~ SCHEDULE ~ PANEL EDGE NAILING, 2ND FlrIDR ~ I^ 5 HEDULE~~L ~ ~Y.' PLY - 1Dd'e O 8' OC .C-~ t` PANEL EDGE NAILING ~ m -~ SCHEDULEEE SHEARWAl1 I W G ~ I A O a TJI JOISTS ~ JOISTS I ~ '~7 •II Q _ 11 . O (2) 12d O 16' PANEL EDGE NNUNG, ( ~ SEE SNEARwALL O (2) 12d O 16' BO (2) 12tl O lY z FLOOR JOISTS, SEC PLAN SCHEDULE - O(2) 12d O 12° s c0(z> lzd o B' ~~ b - (1> B4 YJ° PLY CO (2) 12d O 8° I I Troictil Nu.: z;4o m Datr: 7r=ir'=mu Chrrkeri h}- A}fA Shea A1V. TYPICAL FLOOR/ I- " - 4 SHEARWALL CONNECTION 5 SECTION s SECTION S3 S3 T••=1'-0- S3 1.._1._0..