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OF slI END'EMBED r <br />AIR GAR, ALL ai D.T. <br />WALLREAAI( 1210411 TOPOF ANAL COW <br />SUB W/6 <br />(2)Mgf1G COW <br />L AAO HA Be VERT LH;R2 <br />A'COW <br />MIL.BUAO(POY0E6• � <br />� IOOTMGSONHMDS:URM!.SPS\ SCE <br />COMPACTED BASE C <br />H' B PERT BRAIN IN CLAM IRCOH WAR <br />PROVIDE ASPHALTIC WATEAMOOIIXL <br />�• <br />At F}TFRIOR OF AU IOUVDATION5 <br />�! ' <br />B* SURROUNDING MABITABU SPACE <br />R ILA RIGID MS9L H6-� <br />2- WIDE tONZ <br />PAR7AL WALL SECTION (It DAYLIGHT wl 2Y6 STUDS <br />D <br />-- TYPICAL ROOF <br />' APCHITECTURAL COMPOSITIONS ROOFING ---TYPICAL ROOF <br />INSTALL PER. MR SPEC S. ARCMETECNIRAI COMPOSITION ROOING. <br />ISFEET 150 FELT <br />IS. ET RATED SHEATHING INSTALL PER, M0. SPEC <br />(17/Ifi) ./ <br />IEIsu S606'oc RFDGEAIDOc•n(1D 7/IF MA <br />6'A CM@EDGf6 DING(@HELD/ <br />PUNS/ sIMCSDVHIO)D TRUSS T I <br />R JB INSUUMAINTAIN <br />VTIOV - MAINTN L' MR SPACE. EXTEND imSER SIMP50S L CUPION TRUSS TO PLATE <br />WIVDBAIfIF 12'VERn(NOT ABOVEINSHAIAOW R.7B INSULATION E MAINTAIN VFR1'ALITSABOFEYINSUL <br />EAVE WB NOTE: PROJECT <br />O JECT INTO <br />I fD UI DING WIND BATTLE 12' VERTIUIIY ABOVE INSULATION <br />uvE w/N VENT aloes THAT PPOICLT INTO INS BUILDING SETBHO TYPICAL ROOF SIB, Gm <br />! IwlIFASCA 42w IDRfRONTGAEUS) / ----- ARORi[CNtLU W.•1V52Ito4 Ro0N'K.. EAVE w/7. VENT BLOU( <br />76 W. Mn Q)fTIA INSTALL PER. MR - SAFE. Ali Ire FASCIA (2110 C M04T GABLES ) <br />2A4 TRUSS - DESIGN BY WASHINGrON STATE LIC ENGINEER / IS. FE1T 1w S 16 GA. MIL GUETTER <br />1/16' ARA HATED SHEATHING 07E16).1 \ b4 PUSS - DESIGN BY WASHINGTON STATE LIC ENGINEER <br />- ISEE PLANS �• BO IF 6a, N EDGE 6 Woes 0 FIELD <br />- TYPICAL WALL <br />If 6IMPSD4 HI 111E TRUSS rO Lure SIDING PER ELEVATIONS <br />TYPICAL WALL - M IS INSULATION -MAINTAIN PAIR SPACE [)(TEND I MOISNRE BARRIER trAX OR EQ <br />SIDING PEN ElEV�i1p15 �- WIND BATTLE Ir VERnULLY ABOVE m91UnON I 1/16' APA RATED SHEATHING (24/0) NAIL <br />x01SNRE SAMUR. -"-y S!R'GWR NOTE. NO VFM54LOwED IN UW -- \ B606' D c ggEDGE Ir o c ss FID <br />TWTR D9 [Q � , LAVE W121 VENT BLOOM TUT PROTECT INTO THE MELVIN `� ()INSULT SHEAII WALL SC HFDIAE <br />1/15'APA RATED SHIANING(N/0) NAIL - _-_--- -1 .- I.A fASCU (2w IDCNIOMt GAMES) 1 R)2.6PLATES� LMSIUCFSM'MIN <br />L B6@6'O.c@EDGE LO'oGOrato \` 26 GA MTLGUPIR I A.8 MFe2MLADER(UWIW/2-WGIOINVA,4PIM <br />L COHSMLE SHEAR WALL SCHEOUIE K 2.4 TRUSS • DESIGN BY WASHINGTON STATE uc. EN WILD Hr � WINDOWS PER 7W91PC -SEAL A INSULATE <br />(2) L6 PLATES- TAP SNAES M' MIN .L --- L651UD5016MC. nREBIOCK IF >l04' <br />wlhNooxs o[a zr9os a��uAie clilswlA'E -@EDT.Hr y TYPICAL WALL --- - -j 2.6 IT21S1LM L WI TIOON-VAPOR RETARDER <br />•AsYNDS 0160[.-nRCBlOIX IT 110'P t SIDING RA HEv�na45 I Nr G%ve <br />T 2.6 SILL W/COME UDLK MOISTUREBARRIER TYVTROREQ /� <br />R 21 IYSIRATION-VAPOR RETARDER 12) LAYERS I/7'TYPE -lf' - -- � 7ne6* MA RATED SHEATHING(NA) NAIL -- - -TYPICAL FLOOR <br />1/2'GWB cWB®GMAGE mu46 Cpry KOSCHEAR WAUSEDGE CHIOLIEEW ]/.' iw"A RATED SHEATHING M/2.}GLUE 6 NAIL <br />Y - TYPICAL FLOOR (1)1/2-TYErYGSYO (7)7.6-2 HES�IM SHICS MAUGIO ./86 PLAN-BM0 UPP S <br />7- 1/c' ERG AEA RATED SMUTNiNG(MR.E GUT A NAIL 6GAB.AGr WALL ITELD <br />..BM t2 HEADER (UNIT) LYE 7•RIGIDINAA.OINt IOLSTMRLIAN-&aCItR SUPPORTS <br />L ./ BO C 6'0 C EDGE B IO' O.0 FIELD WMDOWSPER70091RC 6HLAM9IUTE I'�, -y - CONE RIM MIST (WE 4.30 INRX05 WWI <br />)0151 NP PlAN ALOC)(05UPORts �f 2.6STUDSOI60C-nRFBl00(IF>IBO' SIB' Gm (UPPER POOR) R TO LOWER it" <br />_ CANT. RIM MIST (*I R 701NSUL 0 WALL) yT ; - IT 21 INSU ATION • VA OR RETARDER <br />S/S• GWB.(UPHER nDoR) R)O LONER POOR TYPICAL FOUNDATION <br />Mr cW0 <br />M� TE <br />TYPICAL FOUNDATION -- - -. TYPICAL FOUNDATION i P.T.N65BLTs SE <br />_ _ - - _ _ _ W. S/6 dww ICNw/107171U4f✓LV. WASHER <br />AlLs <br />a. 2.6 SILL LUTE 1 o T. M SILL PATE <br />A'WK.STAB W/ ANCHOR Mtn A'CONC SLAB WE 1 ANCHOR BOLTS: `I �+ A 07A'0 C. MIN. NOT LESS 11HN.IFI' <br />COME. BASE L 6' PER STRUCTURAL ENGINEER SCHEME Camp. BASE 6it <br />' PER StRUCIURAL EMGIAEERSOEOIIE I BUT./ IN 12' Of SILL END EMBED <br />6 M0. MY •-t ♦ MI41/2'04 HI 1Y011E PLAre WASxFR 6MIT. POLY r- 1 CONSULT S1RUCIURAI SP[CS AND DETAILS <br />MINT. IN. MIN IR•OM..I 7171UP PLATE WASHER As SHOWN ON SHEETS SL0A SL1 <br />II I a•B'a(.MIM, NOTE TIVNAIEr I-- - 0•r a.6. MIN. NOT UESS DIN. t/r 7 ---H L Hy .T. -�: <br />BUT./IN I2.0F 5111 END EMBFDT �_. M.1 IN 12'OF SILL END-EMBEDT}TOST, PApA STRINGER PER PI/17H4WAIT PERM: 14 FA@TOPOi WALL a]!I. WALEPFBA(2 *40FI -DOWALL OP'VT. �3= "1I I A SOUND BUL BMN.)6TS. O STRINGER <br />R-10. iiYiV i L (2) rR @ iTfi. (pMT�y f2) to O ETG roNT, b } 3 6 P6L BUOt NAY f MEEALANCMIR-MACOASIMILAR <br />1AOIB'O C. VTPT.AMDD2 H'- 6 1A 018' O.C. VERT. B MM. ' I :"�. bVAPOR BMRIE0.0POST/PAD <br />1IFOOTINGS ON UNDISTURBED 1500 Hsi SOIL II1-- FOOTINGS O4 UNDISTURBED ISOD PST SOIL •--1-�� I 'b SEMI POST T051RINGER <br />2'-}I, I,Er I 1'OIe, NRi DP.VN IN PEA GW.VEt I7y,l A.l A-r l .'1. PERF DRAIN IN ETA GRAVR .puNPERF UNDISTURBED <br />NDIST RBED ISDO ROCK PSF%ItA <br />1 H2 I 1 1}µ1-r�J1f. I I T 1 <br />ENTER TOSHEETS S I .10, - REFER TO SMUTS" 0.1 W A REFER IO SHEEts S l 0.10a <br />FOR FOUNDATION DETAILS FOR FOUNDATION DETAILS FOR FOUNDATION DETAILS <br />TrlI AL WALL SECTION @ 2 STORY w/ CONC. SLAB nTYPICAL WALL SECTION C 1 STORY GARAGE @PPICAL WALL SECTION @ 1 STORY C) CRAWL SPACE \ <br />\�A 1GNt HIr-ra H o srAv.,? •P A. H.Nt ur•r¢ <br />2 I B F I 6 <br />.9 [I..n.Y. y <br />1 2013-04 1 <br />