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20006474 Permit Pkg#�i1Jt�z �t��e�d, t�otl�c�7Pwt�.t [" Gsrh•� � I � W W U C � WmO O o �twam p _o aC<o�^> v a} ocio v <Cac a < tD JJO000 v Jr- W NNOQ�U N N U > � z �Uoz >z NO Q<© < co prC-ZOOi- C1 NopWNpZ wUZ-NOO < O0°Z03C N�WZ�© Z o W a m p N W (v C�CNVW- 4; LI vIp OCOmC C<9UZ�Z O Z N U N W NO N O Z ~WVa1N Wti 0 os�ooa N to X O O a w CW Li W N p J �• N CN< © VVj>-zU <y_�- ..� CZWi.W-2 o <oa25W_ Li W OUO, O Qj�?sC0 N Nwot. (L ZJQO FW O W C �7 11 a UWNl'uJ polo=°Cc �] ZF�CZ<Nw C <UZa<NNycc C:03wpUV_ 0: OJ a JVOw-z J pp �wN 8:1 yjZC O°<WW�W v 3J Z)a0 � o ZJCa...O-o2 Z W< WZOCZ SW N W inO +. 3 C w U W W O W N C pW5r 7aW <- =)OWa < N W cC W szWz C ZCWCZWV- O <OCOCC� V✓� N.- OVNw� U awx��a<W O c _�G3�<m, z O J W�°NWF <O�N<C' ttty ROOFING 151 BUILDING PAPER 1/2' CDX PLYWOOD SHEATHING (32/26) NAIL W/8d © 6- O.C. ON EDGES dt "'TR .C. IN FIELD. USSES ©24' O.C.-INSTALL PER MFC. H2.5 HURRICANE CLIP VENT BLOCK W/ (3) 2' DIA. SCREENED HOLES CCX @OVERHANG SOFMETAL GUTTER CEDAR OP PRESSURE - TREATED FASCIA 4x4 P/T POST 2x4 CAP II II II P/T OR CEDAR II 2x DECKINGII 2x2 PICKET I 2x8 PT JOIST Q 16' O.C. \ j r- 4x4 P/T PCST 111111 2x8 RIM JOIST 4x8 TREATED BEAM 2x8 PT BLOCK EPS44 POST HOLDER LT--' 12'x12"x12" FTC, DETAIL CONST. DETAIL OF DECK _ SCALE 3/8'=1'-0' uu g).sr 31'-5" iV1A,IN FLOOR SCALE ^- 3/10"=1'-0" tO4'0" B.P. EXTERIOR PANEL W/3/8" MIN. PLYWOOD ONE SIDE NO ANCHERS REQ. O2'-8" 1800# A.B.P. W/3/8" MIN. PLYWOOD TO ONE SIDE OF WALL AND 2-1800,# ANCHORS 3O2'-8" 3000# A.B.P. W/3/8" MIN. PLYWOOD TO BOTH SIDE OF WALL AND 2-3000# ANCHORS 404'-0" B.P. INTERIOR PANEL W/1/2 SHEETROCK TO BOTH SIDE OF WALL NO ANCHORS ►NyC,H {O�/R�S /R}E�Q.r VV/y W W U z c p occ om< as o __o W<COJ~Nj v ar ovc c z_ �COW.Ra N W O W C< L W (D JJ0000 J J A < W p aooCa V)V U> 4 Z0YY0 to� zzmv+ <<< Z l a�Ez00 rn 'ZooL'oa=2 WUZL"000 — W = I Z C < < 3 zz5optU 02 Zc7C O JWzmm �Z3o- 5z O C = � W J 2 v zamov7i( L0 w W 2'2u CA con CM Z / W W S< S < _J %JJ'N7U Ouon C g�0 - FZ z�,'ow Z O z C. U =a:5030am7 �VNW O VIZO J W C 0' W— oc cca WW I 1 W CV1<(j-M z [= 0~ 9 m W m C. zW7=Q 0<0 1z acvm3 C YWW z0,3= N W O W C< L W <<<-o p aooCa Do -oYz�w Z F C < VI z • Z < Uza<v)cn W uc2i C]V-U f 3�aWWJ Uoo-ZW= §x cF'5 _ L'i Cy>a7 < DCWNm V1WC 0 0(<,, 10, Z J; o oz Z - 3 ": v' o C -�, W U W w O W N 6c �Z3o- 5z O C = � W J 2 C W W V< W C _ C G < a—CCzz v Wc•.z-aW^ zCWj�U U<0C— W , OW z z 2;;=l>-- =a:5030am7 z_ VIZO J W C 0' W— Z <O'=Ln 0- 53'-0' 14'-0" ------------------------------------ 39'-0' I IrACC. I -- - --- - ----- 24"x30' CRAWL -- ----------- - - - -- - VENTS j 1 1 I 1 , o I I 1 6'-0" 6'-0"6,-0* 6'- 0" l� ` V-0 � 1 O I I I N 1 I 1 1 1 T-0' TI I I 11 7'-3' 11'-0' 9'-9" 1 I O ---------------------------- --------------------------- ------------------------ 1--------------- ----- - I � a'-o" � 4x8 GIRO R 1 1 I N I i I p , I I 1 I 1 rN d 1 N O I �� 1 1 I I 1 to I N 20" DIA. CONC. PIER 4x6 POST '^�\ 4x8 GIRDER '� � I 1 1 Q N 1 j n 4" CONCRETE SLAB I ` I I O I w e I 6MIL BLACK POLY GROUND COVER] I i O N O i I 1 1 I r----------- I 1 I I 1 I I I C I I I I 1 , p 1 E I 1 I I , O - I I I G I ______________ I C 11'-0" v C GG 22'-0" 31'-0' t FOUNDATION SCALE - 3/16"=l' -O- GD W O W UI � C, c'lit -i of Z m O Q V w r n O � m Z W W X U Q h W W Q W co Om .W Om 0 I WZmt=-< I a<,„No o S�ozZ�c n JJOOOp � Q p < N w o,,uu>~� Z,orzimO 1, tn < to U 4 � C�ZpO V,oywnoo wuzawwo_ w42 < Z ZQ2O�� Q OF.JW Zj< 3 �+Z<mOvnw Oma:-; W W W N O O j O m Z U z sz ~ O'<Ll?40�0 O W y O N J W O Z -U Zcr v�'iNZ,O W - W K n oc�0oa N co x O m O CL W Wp J W VIJ c z moc�z �^ 'wWWW ZSa m�^Svl<00 NQQ'�7:KJ .� Nw20�<a�' a coo a QUW'n\UJ 1. Z�OOQ: < 00-Oy Z Zc <V,N V17W0 z_U U 0 a. 3wUU_ a ZZa O�=z V1ZW <JOQW-z �WW=O .< p KWNmv Z <00-0 W2 ZZ00Z7v U UV�ZGO� Z ,ol: < W cr tJ W L, <�QN�cZZ VIwmUV7Wfwi� Z a: W]Z tr U <p00 � [-C N< OUA Lil ww-CWZ2 (_� N Nwaxaa r Y r 0 < oCK rt w NMOO<m] Cz 2wAZp Z BZW<Zw=”- 1 <0�=0<z O'-� LEF1 D REAR ELEV. SCALE 3/32"=1'-0" RIGHT ELEV. SCALE 3/32"=1'-0" FRONT ELEV. SCALE - 3/118=1'-0" W W N W w U CO = W O W W W 0 yp 9< W a p O _O C<O~N> rn a ,� o c } OU QW :a O Z N C < =pC `/ JJOO O =ap<N V7 NU> N W N ZCZZ©O < Go j Z 0 L�<,, 3� Q1 0�=OcO wzao N~Z w U W Z W NZ W 0 4 � z N R 2-U < O 0. JW Z O O ZW<©OVO1� Wv w O�cNw- _W W/ NCO]om- Z u w WU_ (�v p<9V ZZ O UNWO O � ozO N J W CWW_ Z >WN�WC' 3Cc-opa to X O coO d WC I CW_3 j Z w0p� �• CL N < U N > V PC C:Owo- '�.. CO Z<WO OQ,�W �i W �^ YWWI,U Z=. O Noj�jCaO .�� woWw<a w z3zZ0C a o < vw,- p L Z -,00c p0 -0W Z KZ<N <UZa<NNW N7WC Z_V 00 WOU =CO" O N=W <aWJWsp ? CYw N © >d7 V .-Z K a i C O3fl<W-. C w1W =z7 v J z , O �tC0=0 W UZWO Z',O U UF=O -N ~ Z'.= a w , W- U8 << 2:=z CG l < �C2 N WC U N W L ZCWmzc U <OOG C LJ owj KUNW O w d W a< W N VIC Y�dCi < O p = Q - z z Nc J�_90 W 36" HIGH GUARDRAIL DOUBLE RIM JOIST 3/4' T&G PLYWOOD GLLLIED 6c NAILED2x6 BLES OCKER - 2 11-7/8" Tit 10TRE1 D 4x12 HEADER n 3) 2x12 STRINGERS 2x4 SPACER 2x12 TREAD EE ggLL OIR� STATISIR D SOCK STRNGERS DETAIL _ SCALE 3/16"=1'-0" CONST. DETAIL OF MAIN STAIRS 3/4' T&C, COX PLYWOOD (32/16) NAIL -CLUE W/10d @ 6" O.C. ON EDGES do 10' O.C. IN FIELD. 2X12 FLOOR JOISTS @16' O.C. R19 -INSULATION VAPOR BARRIER /2' GYP. WALL BD. - -- - 2x6 STUD WALL@ 16' O.C. R19 -INSULATION 16C@12' O.C. STAGGERED 8d @4' O.C. FLOOR SHEATH. TO RIM JST. 10d 2x12 RIM JOIST ' Sd @4" O.C. INFILTRATION BARRIER PLYWOOD SIDING OR SHEATHING DETAIL CONST. DETAILS OF JOIST TO — SCALE 3/8'=1'-0' WALL CONNECTION ON MULTL— LEVEL STRUCTURES @4" 0. C. TYP. SECTION SCALE - 3/16"=1'-0" 3/4' T&C. COX PLYWOOD (32/16) NAIL -CLUE W/lOd @6' O.C. ON EDGES do 10' O.C. IN FIELD. 2x12 JOISTS @16' O.C.-- 2x12 BLOCKING /2" GYP. WALL BD. � _� 2x4 STUD WALL @ 16' O.C. DETAIL - SCALE 3/8'=1'-0' CONST. DETAILS OF INTERIOR JOIST — SUPPORTS ON MULTILEVEL STRUCTURES n cc 0 n v 0 N m 3 w Z m n N to X O m O a Z E+� 224 w C V w C V w V w z I., 15/ BUILDING PAPER 1/2' COX PLYWOOD SHEATHING (32/26) NAIL W/8d @ '6" O.C. ON EDGES do 12' O.C. IN FIELD. TRUSSES @ 2a' O.C.-INSTALL PER MFG. INSULATION R30 -HEAT PMP/CAS-R38 ELEC INSULATION BAFFLE H2.5 HURRICANE CUP -EA, END/ EA. TRUSS VENT BLOCK W/ (3) 2" DIA. SCREENED HOLES -' CCX @OVERHANG 5/8' GYP. WALL BO. J 6x8 HEADER VAPOR BARRIER R-19 INSULATION METAL GUTTER \CEDAR OP PRESSURE - TREATED FASCIA @sem" O.C. THERMAL GLAZED WINDOW 8d @1' O.C. PLYWOOD SIDING OR SHEATHING INFILTRATION BARRIER DETAIL CONST. DETAIL OF TRUSS TO _ SCALE 3/8'=1'-0" WALL CONNECTION 3/4' T&G, COX PLYWOOD (32/16) NAIL -CLUE W/10d @ 6" O.C. ON EDGES k 10' O.C. IN FIELD. 2X12 FLOOR JOISTS @16' O.C. INSULATION R19 NEAT PMP/CAS- R30 ELEC VAPOR BARRIER /2" GYP. WALL BD. 2x6 STUD WALL @ 16" O.C. R19 -INSULATION 16d @ 12" O.C. STAGGERED 8d @4' O.C. j FLOOR SHEATH. TO RIM JST. 10d 2x12 RIM JOIST 8d @4" O.C. 8d @4' O.C. SOFFIT - INFILTRATION BARRIER - PLYWOOD SIDING OR SHEATHING DETAIL CONST. DETAILS OF JOIST TO SCALE 3/8"=1'-O' WALL CONNECTION 18"-24' CANTILEVERS ON MULTILEVEL STRUCTURES @4" O.C. TRUSS PLAN N.T.S. co Lnco < ' 50 -8-w <muv�if<. � O�CNUW.- W W fn 250,0M Z Wpwm<,n aWJWU eQ©vZ:MDz 0 ZNzt202 Z 00 Jw Z- CRTWHU n 305=006x. N to X O m O a w C W Z rV)o< W fWnOJ <=U -Z 0 <oa w W O ap Um. F- mfW WwZ-f wo CX _4 � wpWwm,(L J0<OWO�I a L; 80 Z 0o�oyi_L( V z F�(xz<0. <Uz,<fnoL fn 7W3W0 Z -I U pU0 Z zMOFawz_ <aJ(L C Op<wwa�L Gt7 �3J zp< aoo-o W ow --O W � Z 7 Q'U�=L-p'. ujuj OW �ULn U- 2 cr- U <000 . - V7ry0UNW U pWsaW<<� fri fna�`a-- O oma;CC, Z J =::zz �z_azw=� R-19 INSULATION 2x6 STUD WALL@ 16" O.C. PLYWOOD S101NG OR SHEATHING INFILTRATION BARRIER 16d®EA. JOIST (16' O.C.) 8d 4" O.C, K 2x6 PRESSURE -TREATED PLATE U GRADE 6' MIN 1/2' • x 10' BOLTS ca0' O.C. WW/12' FROM EA, PLATE SPLICE END REQUIRED 2'x2"x3/16' IRON WASHER (00 NOT COUNTE17SINK) 12"x6' FTG DETAIL CONST. DETAIL OF JOIST TO STEM WALL CONNECTION VAPOR BARRIER / 1/2- GYP. WALL BOARD 2x8 RIM JOIST 3/4' T&G, COX PLYWOOD (32/16) NAIL -CLUE W/tOd Q6' O.C. ON EDGE'S do 10' O.C. IN FIELD. 2X8 FLOOR JOISTS ©16' O.C. R-19(CAS/HEATPUMP) R-30 ELEC. 14 BARS HORIZCNT/Q 48" O.C. (2) /4 CONT. BARS IN FOUND. WALL 6' FOUND. WALL 6 MIL POLY; VAPOR BARRIER (2) 14 CONT. BARS IN FTG. 3/4" T&G, COX PLYWOOD (32/16) 2X8 FLOOR JOISTS @16' O.C. NAIL -CLUE W/10d Q 6' O.C. ON EDGES k 10' O.C. IN FIELD. GLUE ALL EDGES. INSUL R19 HTPMP/GAS - R30 ELEC 4x8 GIRDERS TYPICAL FOR FLOOR JOIST SUPPORT W/ MAX. SPAN J�-.0' GUSSET 4x6 POST 90g ASPHALT FELT EARTH 8'x20' DIA. CONCRETE PIER 6 MIL POLY. VAPOR BARRIER DETAIL SCALE 3/8'=1'-O" CONST. DETAIL FOR PIER _ AND GIRDER SUPPORT 2x4 STUD WALL Q 16' O.C. r INFILTRATION BARRIER ' /PLYWOOD SIDING OR SHEATHING 1/2' x 10" BOLTS 0' O.C. W/t2 FRCM EA. PLA SPLICE Oh ENO REQUIRED 2'x2'x3 16' IRON WASHER (DO NOT COUNTERSINK) 4' CONC_ SLAB �- 8d Q 4' O.C. 6' MIN. EARTH - (2) 14 CONT. BARS IN FOUND. WALL 8" FOUNDATION WALL /4 VERTICAL BARS @48* O.C. 15' x 7' FTG. (2) 14 CONT. BARS IN FTG. DETAIL SCALE 3/8'=1'-0' CONST. DETAIL OF SLAB — 8c STEM WALL GARAGE DOOR RAP APPRVO. HOOK -END HOLDOWNS W/3000E CAPACITY MIN. 1/2' 0 x12" ANCHOR BOLT -EMBED 7' IN CONC. 4" CONC. SLAB 4' GRAVEL 6 MIL POLY. VAPOR BARRIER �- (2) 2x6 TOP PLATES `— FASTEN W/8d CALV. 8X AT 3" O.C. E.W. GARAGE DOOR HEADER RUN HEADER TO EDGE OF PANEL SEE SHEET 11 FOR SIZE SINGLE SHEET OF 7/15" APA RATED SHEATH 24/0 EXP. 1 NAIL TO ALL MEMBERS W/8d 0 3' O.C. 4X STUDS AT ALL SEAMS AND ENDS DETAIL. - CONST. DETAIL OF GARAGE DOOR — ALTERNATE LATERAL BRACED WALL PANEL(TYP) 2x4 PRESSURE -TREATED SILL GRADE 6" MIN. 6' CLEAR TO STRAP 6" FOUNOATICN WALL 12' x 6" FTG. SEE THURSTON COUNTY FIG. 4 FOR DETAILS C U C W-0 O a m z W O m p W ZmH=< I ¢<o 105 Lo c (L4z0Za < mza, o =�z`^�< Z p K vJJOFOWwO V)yZz rU O vjo*t=a Z2z=mO O < N co p-z-ZO W Z g p V) 2 z v)Ov)W O wUZ-VIO- W z F < ZZ tu pZ FO 3 u 3 tnz<W<mazV)]< ZWw �v O_3d'N wT W Ll; inp OppmF Z U W �mzW p W < o o 2wJWZZ U LAD O �NZO�JW Z �VatNw�O oz,poa Wca(L r� N to x 0 m O a W W s=3 w0 0 w OL J m o <on.o�m rwW z-� W C07i=.N<OO � V)p 7mwCCJ a utzas<a� Jo<UNO)'p a .tiwo\U J < -'.I Z�:(xzanz z ��.. <UZW (.3 C -W U U iWa -z- CJO L -Z 20(LWZNUz ZO-GW= j -K � Y�'aBOa p Z WV)m viZ w i 0 3,<WW-o3Q <oa zzcooz�N < O W 2 r0 u< W < Wznj Cwa <�i-�czz V I W C U V) W U Z C W p Z Z U <O0C ¢- U LLQ W , �zWz2 pwZa_<at_.i NV1 wY~da'_ W= OOOC,m� O ca3W< - Z J z W O z W W STOCK PLAN DETAIL FOR STOCK PLANS: ROD 11007 1210, 1238, 1248, 1271, 1284 1298 1355 1364, 1374, 1401, 14442 1571 - NOTICE: ALL IDEAS_ OMr.Mc ARRAwr_rUrux no. .... ON THIS SHEET ARE THE ORIGINAL WORK PROpUCT OF, OWNED�BY ANDARE SAID PROPERTY WORK PRODUCT EUMI (ED TO AFSPCONSTRUCTION OF ONE EC0F EO PROANYJECT OFUSE OF THIS F THE PURCHASER, AND FOR OF SAID PLANS. REPRODUCTIONS. IDEAS. DESIGNS AND/OUSER ARRANGEMENREUSE OR TS OTHER THEN BY RAINIER GENERAL DEVELOPMENT, INC. IS STRICTLY PROHIBITED BY LAW WITHOUT THE WRITTEN PERMISSION OF RAINIER GENERAL DEVELOPMENT, INC.. R-19 INSULATION 2x6 STUD WALL@ 16" O.C.- PLYWOOD .C:PLYWOOD SIDING OR SHEATHING INFILTRATION BARRIER 16d@EA. JOIST (16" O.C.) 8d @ 4" O.C. 2x6 PRESSURE—TREATED PLATE GRADE 6" MIN. 1/2" D x 10" BOLTS @ 72" O.C. WITHIN 12" FROM EA. PLATE SPLICE OR END REQUIRED 2"x2"x3/16" IRON WASHER (DO NOT COUNTERSINK) 12"x6" FTG SINGLE STORY 15"x7" FTG TWO STORY NOTICE: VAPOR BARRIER / 1/2" GYP. WALL BOARD 2x8 RIM JOIST 3/4" T&G, CDX PLYWOOD (32/16) NAIL—GLUE W/10d @6" O.C. ON /zz EDGES & 10" O.C. IN FIELD. 2X8 FLOOR JOISTS @16" O.C. , lir R-19(GAS/HEATPUMP) R-30 ELEC. #4 BARS HORIZONTAL 48" O.C. (1) #4 CONT. BARS IN FOUND. WALL 6" FOUND. WALL SINGLE STORY/8" WALL 2 STORY DETAIL CONST. DETAIL OF JOIST TO STEM WALL CONNECTION 6 MIL POLY. VAPOR BARRIER (2) #4 CONT. BARS IN FTG. OVERWRITTEN DIMENSIONS IO THESE DRAWINGS HALL HAVE PRECEDENCE RAINIER CENEW DEVELOPMENT, INC. REVISED BY PATE — 12/1/98 OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON 'JOB AND O WITH THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE SHEET P.O. BOX 627 SCALE — NOTED DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWING. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE RAINIER, WA 98576 PROCEEDING FABRICATION PLAN DRAW —D.R.B. OF O (360) 446-3083 NO SHTS JOB — CITY OF YELM BUILDING DEPT. Phone: (360) 458-8407 Fax: (360) 458-8417 O W Name ; 1 / V N R R Address Site Address P R Assessor's Parcel No. O P E Subdivision T Y I nR Shnrt Pint Nn Existing Structures, if Name Address r?( Ucense No. �Y7ie1'Gc��cl,�•/L �C��-�i Gr _S tr wt Irj r1 j lr'1, Contact Building Permit Date,���t� (Work must be started within 120 days) `'.� Phone 1; "; I State L, -",l Zi Lot Size (sa. ft Lot city l Exp. Block Block Phone (fie G) State l./ Yelm Bus. Lic. No. de yr e Description of Work, , d1 �� / %9 / OFFICIAL USE ONLY Permit Type: Sq. Ft. per floor: (1 st) (2nd) Residential Sign Sewer Septic Approval No. Commercial Other City Water Private Well Private System Shoreline Permit Y N eat: Electric Gas Other Sepa Exempt Y N ITEM BASIS FOR FEE FEE Floor Plan Y N Building Value < t J / �_ Sets of Prints c Other Plumbing Permit # WA. ST. BC. Fee (4.50 - New Const. Only) 2 s Mechanical Permit # TOTAL FEE Plan Check By Minimum distance of structure from property lines: Issued By (1, / Front to of Road Final lnsp: / / Side Side Rear Owner L & I Form Assessor Floor Plan and Permit Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true Submitted _/ / and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am a currently registered contract in the State of Washington. Quarterly Reports Signature .� �, - �"c_ �� Date - Assessor i Firm: 1'fl j='r� d :I i'1 �; 1 . ' _ p C TRPC N