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BLD2013-00145
litUILDING PERMIT APPLICAN BRD1e 001e5 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00145 Received Date: 5/14/2013 SITE ADDRESS: 260 MC MINN RD PORT TOWNSEND, 98368 OWNER: RONALD STRANGE PHONE: 360-379-4908 JUDITH A KING 260 MCMINN RD PORT TOWNSEND WA 983689646 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001072014 Section: 7 Township: 30 N Range: 01 W CONTRACTOR: COXEN DESIGN &CONSTRUCTION PHONE: (360)379-1585 6401 CAPE GEORGE ROAD PORT TOWNSEND WA 98368 Contractor's License COXENDC005QN Expires 11/29/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI New SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,439 VALUATION 220,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N GARAGE: 48 SHORELINE: CONST TYPE: DECK: 200 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 2 Exist: I Prop: I Prop: l Total: 3 Total: Z Routing Date: 41 _1 - t-J 0)zy Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,665.75 CJZ 05/14/13 142080 � � Plan Check $1,082.74 CJZ 05/14/13 142080 State Building Code $4.50 CJZ 05/14/13 142080 JUL 1 1 2013 Potable Water Application $66.00 CJZ 05/14/13 142080 Total: $2,818.99 Jefferson County DCD 1\+L+cmorWrl +o\forme\C RI f1 Ann PIA rn+ AMAP)/194 ,4 "' c,r) DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 .r Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/cotmnunitydevelopment E-mail:dcda,co.jefferson.wa.us 4111 NO CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00145 APPLICANT: RONALD STRANGE PHONE: 360-379-4908 JUDITH A KING 260 MCMINN RD PORT TOWNSEND WA 983689646 SITE ADDRESS: 260 MC MINN RD Issue Date: 07/11/2013 PORT TOWNSEND, 98368 Final Date: 12/24/2014 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001072014 Section: 7 Township: 30 N Range: 1W PROJECT DESCRIPTION: New SFR THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 12/24/2014 • \\tidemark\data\forms\F_BLD_Occupancy.rpt 12/29/2014 Kirk Boike ARCHITECTS LLC•4601 Mason Street • Port Townsend WA 98368 • 360 385 6140 5xarchitect©gmail.corn 2013 The calculations herein comply with the requirements of the 2009 IBC(international Building Code),IRC(International Residential Code),WFCM(Wood Frame Construction Manual),AISI(American Iron and Steel Institute),COFS/PM(cold-Formed Steel Framing -Prescriptive Method for one and two family dwellings). Prescriptive nailing,construction methods and techniques shall apply unless otherwise noted and detailed. Seismic zone: Dl;(see design for additional parameters) Snow load: 30psf Floor load: 50psf(10DL+40LL) Roof load: 40psf(10DL+30LL) ' �� Exterior deck load: 65psf(DL+LL) Living roof load: 125psf(where applicable) 1 !t f4 3 DL(hay storage,if applic.): 125psf 8 4 ` ' Wind speed: 100mph,exposure`B" Wind loading: 24psf [ [� � ( { 1 ` Weathering probability: Moderate Ct1 fi tats Frost line depth: 18" Termite infestation prob.: Slight to Moderate Decay probability: Slight to Moderate Winter design Temp.: 20 degrees F Concrete strength: 2400psi U.O.N. Concrete weight: 145#/cu.ft. Soil weight: 100#/cu.ft. Wood: P.T.Hem-Fir Sole plate. D.Fir#2 all structural members(except studs)U.O.N. fv? 75psi U.O.N. GLB's:Fb?2400psi Shear-wall: 15/32"min.sheathing U.O.N.;8d nails U.O.N.;double 2x6 sole plate at loads at or above 300#/lf;double studs at panel nailing 2"o.c.;solid 2x_blocking at horizontal panel edges where 2"edge nailing is required. Hold-downs and corresponding anchors shall be installed per manufactures specifications. Concrete: Concrete retaining walls shall not be backfilled prior to a 28 day cure,typical retaining walls shall not be backfilled without floor&floor-framing completed and anchored to concrete per specification. Concrete shall not be poured at temperatures below 40deg.F. Max.A.B. spacing: 16"OTC.u.o.n.Backfill material shall consist of course free-drain and dry material with drain tile f r moisture removal only. Clayey sands,poorly graded sand-clay mixes,inorganic silts and clayey silts,inorganic clays of low to medium plasticity,organic silts and silt clays,low plasticity,inorganic clayey silts,elastic silts,inorganic clays of high plasticity,organic days and silty clays,and sand-silt clay, SHALL NOT be used as backfill material. Inform architect of special conditions when R.W.is to be over 9'high,30'in length,or when sir charges may occur or exist. Air density: 1.0 Soil bearing: 1500psf vertically;100psf/ft(bearing),130psf(sliding)laterally Calculator: Hewlett Packard 12c with RPN data entry Sincerely, Kirk Boike,Architect #6528 expires:30 April 2014 • Kirk Boike ARCHITECTS LLC•4601 Mason St• Port Townsend WA 98368 • 360 385 6140 Sxarchiteci @gmalL corn THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE,AND SHALL REMAIN.THE PROPERTY OF KIRK BOIKE, ARCH! tc.t. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERFY AU. DIMENSIONS.CONDITIONS.ETC,PERTAINING TO THE WORK BEFORE PROCEEDING. TIE ARCHITECT MUST BE NOTFIED OF ANY VARIATIONS FROM THE DIMENSIONS ANDIOR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBLITY FOR COST TO RECTFY SAME. POMNO LI tot '�'� �'JT ' s/V.i Ca12lCo. PICO 4B.3µ 2.012 2&c, he4, 1`4'14 4 %Zo. t'2 ApleII-2.41,(13 (.2m- / 'dam ,rsly 1 r Isis-rt+s-��--•rrrrii�rsssrr� f 4,64.4.1.3 Ti F't>tz- ( r \ 1 L -rS, .. Gs&LL--o LiT5 ( I \ iP 3 1 / f 1y7� / / '31 , et, 13Si OVA klt .L -- ,z uaoro v -f- - >=1 — _ Ian iss I f N C.EN.Tve + \ 652$ REGISTERED _ ' M- C-01--01-114 / 2 \ t s i I � KIRK E. BOIKE • ( 11 / >r - STATE OF WASHINGTON I / 1 1 ro�T1�G 1 = is,5 48" x 4e ) , " w : 's co" 0,C, ..'#I. 2 - 5©o-'t NCa Kirk Boike Architects LLC 4601 Mason Street Port Townsend,WA 98368 360.385.6140 5xarchitect @gmail.com L, General Timber Beam :i Description B1 . LGeneral Information Section Name 5.125x18.0 Center Span 26.00 ft Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Bm Wt.Added to Loads Fb Base Allow 2,400.0 psi Load Dur.Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 25.000pcf E 1,800.0 ksi Trapezoidal Loads #1 DL @ Left 50.00 #/ft LL @ Left #/ft Start Loc 0.000 ft DL @ Right 700.00 #/ft LL @ Right #/ft End Loc 7.000 ft #2 DL @ Left 700.00 #/ft LL @ Left #/ft Start Loc 7.000 ft DL @ Right 50.00 #/ft LL @ Right #/ft End Loc 26.000 ft 1 Summary I Beam Design OK Span=26.00ft,Beam Width=5.125in x Depth=18.in,Ends are Pin-Pin Max Stress Ratio 0.755 : 1 Maximum Moment 40.0 k-ft Maximum Shear* 1.5 8.6 k Allowable 52.9 k-ft Allowable 15.2 k Max.Positive Moment 39.97 k-ft at 11.752 ft Shear: @ Left 5.73 k Max Negative Moment 0.00 k-ft at 0.000 ft @ Right 4.43 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 1.586 in Max.M allow 52.91 Reactions... @ Right 0.000 in fb 1,733.17 psi fv 93.22 psi Left DL 5.73 k Max 5.73 k Fb 2,294.28 psi Fv 165.00 psi Right DL 4.43 k Max 4.43 k Deflections II Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -1.057 in -1.057 it Deflection 0.000 in 0.000 in ...Location 12.688 ft 12.688 ft ...Length/Defl 0.0 0.0 ...Length/Def I 295.1 295.14 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 _Stress Calcs Bending Analysis Ck 22.210 Le 0.000 ft Sxx 276.750 in3 Area 92.250 in2 Cf 0.956 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 39.97 k-ft 209.07 in3 2,294.28 psi @ Left Support 0.00 k-ft 0.00 in3 2,294.28 psi @ Right Support 0.00 k-ft 0.00 in3 2,294.28 psi Shear Analysis @ Left Support @ Right Support Design Shear 8.60 k 6.65 k Area Required 52.120 in2 40.302 in2 Fv:Allowable 165.00 psi 165.00 psi Bearing @ Supports Max.Left Reaction 5.73 k Bearing Length Req'd 1.790 in Max.Right Reaction 4.43 k Bearing Length Req'd 1.384 in Kirk Boike Architects LLC 4601 Mason Street Port Townsend,WA 98368 360.385.6140 5xarchitect@gmall.com General Timber Beam :I Description B1 !Query Values M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00 k-ft 5.73 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in VIP Kirk Boike Architects LLC 4601 Mason Street ' Port Townsend,WA 98368 360.385.6140 5xarchitect@gmaii.com General Timber Beam Description B2 [General Information ill Section Name 5.125x18.0 Center Span 22.00 ft Lu 0.00 ft Beam Width 5.125 in Left Cantilever 4.00ft Lu 0.00 ft Beam Depth 18,000 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Bm Wt.Added to Loads Fb Base Allow 2,400.0 psi Load Dur.Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 25.000 pcf E 1,800.0 ksi l [Trapezoidal Loads #1 DL @ Left 50.00 #/ft LL @ Left #/ft Start Loc -4.000 ft DL @ Right 700.00 #/ft LL @ Right #/ft End Loc 3.000 ft #2 DL @ Left 700.00 #/ft LL @ Left #/ft Start Loc 3.000 ft DL @ Right 50.00 #/ft LL @ Right #/ft End Loc 22.000 ft Point Loads Dead Load 1,730.0 lbs lbs lbs lbs lbs lbs lbs Live Load 4,000.0 lbs lbs lbs lbs lbs lbs lbs ...distance -4.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary I Beam Design OK Span=22.00ft,Left Cant=4.00ft,Beam Width=5.125in x Depth=18.in,Ends are Pin-Pin Max Stress Ratio 0.671 : 1 Maximum Moment -24.4 k-ft Maximum Shear* 1.5 10.2 k Allowable 52.9 k-ft Allowable 15.2 k Max.Positive Moment 22.34 k-ft at 10.377 ft Shear: @ Left 6.81 k Max.Negative Moment -8.44 k-ft at 0.000 ft @ Right 3.08 k Max @ Left Support -24.44 k-ft Camber: @ Left 0.293 in Max @ Right Support 0.00 k-ft @ Center 0.623 in Max.M allow 52.91 Reactions... @ Right 0.000 in fb 1,059.68 psi fv 110.74 psi Left DL 8.82 k Max 13.55 k Fb 2,294.28 psi Fv 165.00 psi Right DL 3.08 k Max 3.08 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.415 in -0.415 in Deflection 0.195 in 0.195 in ...Location 10.896 ft 10.896 ft ...Length/Defl 491.7 491.7 ...Length/Def I 636.1 636.14 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 tress Calcs Bending Analysis Ck 22.210 Le 0.000 ft Sxx 276.750 in3 Area 92.250 in2 Cf 0.956 Rb 0.000 CI 0.000 Max Moment Sxx Redd Allowable fb @ Center 22.34 k-ft 116.86 in3 2,294.28 psi @ Left Support 24.44 k-ft 127.83 in3 2,294.28 psi @ Right Support 0.00 k-ft 0.00 in3 2,294.28 psi Shear Analysis @ Left Support @ Right Support Design Shear 10.22 k 4.61 k Area Required 61.914 in2 27.966 in2 Fv:Allowable 165.00 psi 165.00 psi Bearing @ Supports Max.Left Reaction 13.55 k Bearing Length Req'd 4.229 in Max.Right Reaction 3.08 k Bearing Length Req'd 0.960 in Kirk Boike Architects LLC 4601 Mason Street Port Townsend,WA 98368 360.385.6140 5xarchitect@gmaii.com General Timber Beam Description B2 Query Values M,V,&D @ Specified Locations Mo_ment Shear Deflection @ Center Span Location= 0.00 ft -24.44 k-ft 6.81 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Left Cant.Location= 0.00 ft -24.44 k-ft 6.81 k 0.0000 in Kirk Boike Architects LLC 4601 Mason Street Port Townsend,WA 98368 360.385.6140 5xarchitect@gmaii.com Square Footing Design . Description Fl General Information Dead Load 3.000 k Footing Dimension 4.000 ft Live Load 10.600 k Thickness 9.25 in Short Term Load 0.000 k #of Bars 6 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf f'c 2,400.0 psi LL&ST Loads Combine Fy 30,000.0 psi Load Duration Factor 1.330 Column Dimension 3.50 in Allowable Soil Bearing 1,200.00 psf _Reinforcing Rebar Requirement Actual Rebar"d"depth used 6.000 in As to USE per foot of Width 0.267 in2 200/Fy 0.0067 Total As Req'd 1.069 in2 As Req'd by Analysis 0.0028 in2 Min Allow%Reinf 0.0014 Min.Reinf%to Req'd 0.0037 Summary Footing OK 4.00ft square x 9.3in thick with 6-#4 bars Max.Static Soil Pressure 961.77 psf Vu:Actual One-Way 29.06 psi Allow Static Soil Pressure 1,200.00 psf Vn*Phi:Allow One-Way 83.28 psi Max.Short Term Soil Pressure 961.77 psf Vu:Actual Two-Way 104.19 psi Allow Short Term Soil Pressure 1,596.00 psf Vn*Phi:Allow Two-Way 166.57 psi Alternate Rebar Selections... Mu :Actual 2.66 k-ft 6 #4's 4 #5's 3 #6's Mn"Phi:Capacity 3.93 k-ft 2 #7's 2 #8's 2 #9's 1 #10's Kirk Boike Architects LLb 4601 Mason Street Port Townsend,WA 98368 360.385.6140 5xarchitect @gm al l.com General Timber Beam Description B3 _General Information 1 Section Name 5.125x18.0 Center Span 22.00 ft Lu 0.00 ft Beam Width _ 5.125 in Left Cantilever 4.00ft Lu 0.00 ft Beam Depth 48.000 in Right Cantilever ft Lu 0.00 ft Member Type Sawn • Bm Wt.Added to Loads Fb Base Allow 2,400.0 psi Load Dur.Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc AlloW 625.0 psi Wood Density 25.000pcf E 1,800.0 ksi Trapezoidal Loads ll #1 DL @ Left 50.00 #/ft LL @ Left #/ft Start Loc -4.000 ft DL @ Right 700.00 #/ft LL @ Right #/ft End Loc 3.000 ft #2 DL @ Left 700.00 #/ft LL @ Left #/ft Start Loc 3.000 ft DL @ Right 50.00 #/ft LL @ Right #/ft End Loc 22.000 ft tSummary ' Beam Design OK Span=22.00ft,Left Cant=4.00ft,Beam Width=5.125in x Depth=18.in,Ends are Pin-Pin Max Stress Ratio 0.568 : 1 Maximum Moment 26.1 k-ft Maximum Shear* 1.5 8.7 k Allowable 52.9 k-ft Allowable 15.2 k Max.Positive Moment 26.10 k-ft at 9.755 ft Shear: @ Left 5.77 k Max.Negative Moment 1.52k-ft at 0.000 ft @ Right 3.39 k Max @ Left Support -1.52 k-ft Camber: @ Left 0.430 in Max @ Right Support 0.00 k-ft @ Center 0.744 in Max M allow - 52.91 Reactions... @ Right 0.000 in fb 1,131.81 psi fv 93.80 psi Left DL 6.78 k Max 6.78 k Fb 2,294.28 psi Fv 165.00 psi Right DL 3.39 k Max 3.39 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.496 in -0.496 in Deflection 0.287 in 0.287 in ...Location 10.689 ft 10.689 ft ...Length/Defl 335.0 335.0 ...Length/Deft 532.1 532.12 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis Ck 22.210 Le 0.000 if Sxx 276.750 in3 Area 92.250 in2 Cf 0.956 Rb - 0.000 CI 0.000 Max Moment S>c<Req'd Allowable fb @ Center 26.10 k-ft 136.53 in3 2,294.28 psi @ Left Support 1.52 k-ft 7.94 in3 2,294.28 psi @ Right Support r 0.00 k-ft 0.00 in3 2,294.28 psi Shear Analysis @ Left Support @ Right Support Design Shear 8.65 k 5.09 k Area Required ^52.443 in2 30.825 in2 Fv:Allowable 165.00 psi 165.00 psi Bearing @ Supports t F. -Max.Left Reaction 6.78 k Baring Length Req'd 2.115 in Max.Right Reaction 3.39 k Tearing Length Req'd 1.059 in U!0000'0 N LL'9 101Z9'l 1! 00'0 =uogeool•lueo llal u!0000'0 >I 00'0 11-100'0 11 00'0 =uolleoo1'lueo 1L16ia u!0000'0 >I LL'9 111Z9'l- 11 00'0 =uo!leoo1 ueds Jaluao uolloallaa aea9S luawoil suopaol PalllaadS @ a'8`A 11 sanleA LlanO 88 uogdla3saa weae aagwil ie.leuao woo•11e wb @pell yoaexg 00 L9'98£'09E 89£86 YM`Puesumol land leaalS uosew 1.09b S 'I1'dc7 311 sloal!4oatl 8)1108)la!)I S=AIISNEQ ALES 'Wd@ 0 0 9=NOI Lf1 IOSEU LIES era@ Kirk Boike Architects LLC 4601 Mason Street Port Townsend,WA 98368 360.385.6140 5xarchitect @gmail.com L. Square Footing Design Description F2 [General Information Dead Load 1.500 k Footing Dimension 2.500 ft Live Load 4.500 k Thickness 6.00 in Short Term Load 0.000 k #of Bars 4 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf f'c 2,400.0 psi LL&ST Loads Combine Fy 30,000.0 psi Load Duration Factor 1.330 Column Dimension 3.50 in Allowable Soil Bearing 1,200.00 psf [Reinforcing Rebar Requirement Actual Rebar"d"depth used 2.750 in As to USE per foot of Width 0.220 in2 200/Fy 0.0067 Total As Req'd 0.550 in2 As Req'd by Analysis 0.0052 in2 Min Allow%Reinf 0.0014 Min.Reinf%to Req'd 0.0067% I Summary , Footing OK 2.50ft square x 6.0in thick with 4-#4 bars Max.Static Soil Pressure 1,032.50 psf Vu:Actual One-Way 44.05 psi Allow Static Soil Pressure 1,200.00 psf Vn*Phi:Allow One-Way 83.28 psi Max.Short Term Soil Pressure 1,032.50 psf Vu:Actual Two-Way 144.49 psi Allow Short Term Soil Pressure 1,596.00 psf Vn*Phi:Allow Two-Way 166.57 psi Alternate Rebar Selections... Mu :Actual 1.01 k-ft 3 #4's 2 #5's 2 #6's Mn*Phi:Capacity 1.84 k-ft 1 #7's 1 #8's 1 #9's 1 #10's , Arp* * s .t r�r r * ir4 *************..4 *********14 .1100--..•I i iii a•0 411 wi wis rii411, 0* .,••••migam„ Illiamimb*ALIA 1 1 _ 11. ,, k iif I PviVesTor- fitomt *to 40 00:40% 40 41 444441, 40 444*****0 Asto00144441( 40 goswip 010 04 0 Oto 04 014,40440014 0 41 01 141440 41 N p7 4 a = m 0040 441 I 0 10 011 0 Ote N (! v O p 7 - r 1 � g ua i -9.I" c O Ix 4~41 0*f A I U1 O * ao N „imp m c X x. a�). H z m y m O v a y � � m me � a m ,1 r 1` <,/ _V14911 STM5L ft rfP, / / I \` / / I \ '--� � / _ I \ N ' \ \ \ / )i'- ' / I .2 - Iv l \ I ..), / ' i IN 4J1 Pro t -r 131 g`I_ F62 (67°°C , 6 __, . le . _ 0 zo . ,__ to . . . IT<0 F- io;I- - w 'in co co •.....i...... BOO zoint0 N N (D y "!" 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N 0. ^ \ J Y 0 lD 2 � m T 0 —,— m u) .- o m vCDm / O xco 0 WD o o 0 //' //' • w U) =in // // / � -'`\ O Q I 0 > ai i Wi c 0 /'/1 /'/ /. \ W o lu Z �. m F q_.0 / O / ' /' C1 W O CO 0 w 0'0 /' `. / + / C N Q � > T 3 oa? ////'v3 //'1N) / „�1 00 SI W > d * ♦ //o p D s- w ♦ / / O p Z != N F /' 0 9 U L Cr) N LL YCD M -300 .. O a)-.Iu t6 J _ ' m Witil F- ie C� � :'t1!!____E w a t / i H 0 • \ . . \ \ \ \ ) ^1 \ Q i �:*/ . <> ! 7{ k/| - \� ©' >f /ƒ \ \OA ! {! ~ *x1 .\ � 4 04010 t §& \/. !�\$ e/ } \ ` . 0 'govt c0 JEFFERSOOUNTY �w ' --DEPARTMENT OF COMMUNITY DEVELOPMENT '' ` `4 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax ' p' www.co.jefferson.wa.us/commdevelopment liIN0 Master Permit Application MLA: Project Description(include separate sheets as necessary): New home_ L o v 5f'u c` i o--N) • Tax Parcel Number: 00/0 7 c O j y Property Size: S d Glees-- (acres/square feet) Site Address and/or Directions to Property: Z OD M G 1,411/1v) 12-0 T Po tz-r To tunls n IAA+ Q f 31e? Property ner(s of Record: 12111xaI d S •01.e- /Hub 1()ID i r-J- A A. 16-0, Telephone: O ) �J 7q-4e1'0 Fax:es email: i - s . CO WI Mailing Address: (I0 G 12i - Y�' T to ,i5 Win, A C?$ Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: W at kind of Permit?(Check each box that applies ❑Lot or Road Segregation y- Building ❑Critical Areas Stewardship PI!�) 1 c EA\' - ❑ Demolition Permit ❑Variance(Minor, Major or Re- o -.• conomic Use) 'Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home -❑ Modular . - ❑Discretionary"D"or Unnamed Use IfC�ti4i 2O1 ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach_ ❑Short Plat** Ir fl�r,�i j i VANE 1.131,1 ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the 'cation that he o he ants prior noti ;/ Signatur- /a / Iv , . .% -_. Date: 5-'"/- o/..o[ ".� ......,...,.....7..., The action or actions Applicant will underta a as - result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the • "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non- ble re$pon for adhering t. and complying ith the ESA. The Applicant has read this disclaimer and signs and dates it below. Signatur ( / • / ,pr. 1! 'C Date: r ` 13 1 ' - r rte\n____.!`__.__\41 444Vr1DTlC1i1I1/\TIDTI CrTDT.fC\r`..�.._.TIDTI C....Y-\TX n_ :.A.--1:__.:_._C -,n no J__ 0 4 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: µq'c.Pr�ae..l Cax C 36d -53) -1 q f1 Qo371-./5 3o 37'-i 58.5— MAILING ADDRESS: 6y I)/ CRlLe 64,42.6 .-e ,iQ,/ EMAIL: C oX'-,.001:1•‘ _ COv�it i.' ,'"7-Q� CONTRACTOR'S LICENSE p / r 7� WAINS C-0 G t4)- _`7 NUMBER: CC enQhe.Q o sq I�/ NUMBER gE A.v/z z 3 s3 ARCHITECT/ENGINEER: K c y-k 60 r ke PHONE (31e0) 3 gs--(,111 0 FAX:( ) MAILING ADDRESS: 1/(00 I r-(a 5J St-. 4,TTow, EMAIL 6-x d Yc.,k)l`lf-PC'F&r Mal I,a leY\ Project Type: Frame Type: Bathrooms: Shoreline: Type o ewage Disposal: X New ;R( Wood Existing: I e s ❑ Sewer 0 Addition 0 Steel Proposed: 1 Bank ❑ Community System 0 Alteration/Remodel ❑ Concrete Total: d.s_ Height: X Individual System ❑ Repair ❑ Masonry SEP Permit# 010'744) 0 Demolition 0 Other: Bedrooms: Water Supply: Existing: I Setback: X Private well ❑ Two Party Type of Heat: Proposed: 1 ❑ Public Total: 2- Name of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Pro•ane Tank and/or A.•liance Installation •ermit mark all items below that a••I : I Underground Tank 1 Above ground Tank Size of Propane Tank: Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank i Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only - Amount;- Revision Main Floor Heated 14 EH BId App Review: oU 1 lf 3G X111 111. qg . 2na Floor Heated Consistency Review: Gl-� ad Other Heated Base fee: fb/(r� 6 Mezzanine Additional Section: Heated Basement Plan Check fee: ` `O8 ,1�1 Unheated Basement State Surcharge fee: __11 Other Unheated 'Pot Water Review fee: / 00 Garage/Carport SUBTOTAL 3trzre `��Decks bpd %10 911/Rd Approach fee: Other Co v&e D P4JH'\) F 1.1j? ' TOTAL: $ 3 1(2 9,clq 1 / zJL Receipt Number: pia 09O r Cash/Check Number: q / s? ESTIM• -: • REQUIRE. Date: (O •F market value of all labor and materials oundation to finish 5(Iz l - 3 Z()� V `')° °' Initials: ... __.%4444441-,l,nn.C4+4 44\r■Drl L'n1rte\t'.._...,_..TIDTI R...-..,\A4,......Dew :.A....1:..,.«:....s 10 n4)A...- Contractors or Tradespeople 11 • Page 1 of 2 Chi Washington State Department of Labor & Industries Contractors or Tradespeople Detail iro Return to List > Start a New Search > Printer friendly Verify Workers' ComD Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name COXEN DESIGN&CONSTRUCTION UBI No. 0 602063006 Phone No. (360)379-1585 Status jai Active Address 6401 Cape George Rd License No. COXENDCO0SQN Suite/Apt. License Type I# Construction Contractor City Port Townsend State WA Effective Date 11/15/2000 Zip 98368 Expiration Date 11/29/2014 County Jefferson Suspend Date Business Type Corporation Specialty 1 4,0 General Parent Company Specialty 2 404 Unused Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date COXENDC044ON COXEN DESIGN& Construction General Unused 11/15/1996 1 1/1 5/2000 Archived CONSTRUCTION Contractor Business Owner Information [ Hide All Name Role Effective Date Expiration Date COXEN,MICHAEL GLENN President 01/01/1980 COXEN,DENISE 01/01/1980 11/22/2010 Bond Information vid Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date https://fortress.wa.gov/lni/bbip/Result.aspx 5/15/2013 Contractors or Tradespeople 11 Page 2 of 2 Until 2 RLI INS CO SRS1001002 07/26/2001 Cancelled $12,000.00 07/31/2001 9 Assignment of Savings Information 4) No records found for the previous 6 year period G Insurance Information Insurance Company Policy Effective Expiration Cancel Impaired Amount Received Name Number Date Date Date Date Date 7 CBIC C11SH0333 11/15/2010 11/15/2013 $300,000.00 10/22/2012 6 CBIC C11SH0333 11/15/2009 11/15/2010 $300,000.00 10/27/2009 5 CBIC C11SH0333 11/15/2006 11/15/2009 $300,000.00 10/24/2008 • Summons/Complaint Information id No unsatisfied complaints on file within prior 6 year period Q Warrant Information id No unsatisfied warrants on file within prior 6 year period 9 Infractions/Citations Information 10 No records found for the previous 6 year period ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Access ,Washington ,'wh;;}i i°•Y i.iv.•.±( f.r)'k"ti'tip).; https://fortress.wa.gov/lni/bbip/Result.aspx 5/15/2013 • Up Front Parcel Review. Parcel 001072014 Printed: May 15, 2013 RONALD STRANGE Site Address: JUDITH A KING 260 MC MINN RD 260 MCMINN RD PORT TOWNSEND, WA 983E PORT TOWNSEND WA, 98368 Parcel Number: 001072014 S-T-R: 7-30N-01W Total Acreage 4 Legal Description S7 T30 RI W TAX 10(LESS CO RD R/W) Land Use: 1100 Flood District: Fire District: 1 Planning Area: 2 Flood Map(FIRM)Panel No: School District 50 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [1A' Plot plan states "property line" [ v]' Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ (,f Legal Access to Property C s) NO [i/] Parcel Tags or Scanned Documents YES NO [ V ESA's: Special Reports Nearby YES NO [Lrf Designated Ag YES NO [ C4 Shoreline Designation: YES NO [ IA' Shoreline Slope Stability: YES 0 Stream Type:YES NO Fish& Wildlife:YES NO Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO it ,� Landslide: YES NO TIP Flood: YES NO Erosion: YES NO Aquifer Recharge Ar :YES NO OL SIPZ: none At High Risk Coastal CMZ: none High Risk Moderate RiskDisc■nnected CMZ Stormwater site plan submitted: YesNo [VT Forest Lands: YES Adjoining Forest Lands: Commercial/ Rural/ Inholding [ Mineral Lands: YES 41 [ IA- Agricultural Lands: YE �.• [ Archaeology: YES , 2 v �Y !! rcc7 p [ t Stormwater: New III.-• •• Surface l �BRLand Disturbing Activity ( 8v 0 ESA's Stormwater R. s:Min Res # Min R'eq#1 thru#5 Min Reg#1 thru#101 Engineering [ (( Notice Provisions/ID isclosure:A''port YES NO MRL YES NO Forest Lands YES NO [ c Landscaping Required: Yes dab [vT Parking Spaces red ed NO Other f t/l — Building Height: 35' UBC Standard [ 1 Impervious Surface coverage percentage: Resource Lands&Public: 1 Rural Residentia ate Rural In�al: Per UDC Sec 6.7 • Rural Commercial: 60% Area of Building Coverage:60%in Rural In rial Lands only [ - Total Building(s) Size: RVC:20,000 SF CC:1000 000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ 1 Setbacks: Front:Y,® Left Side: t Right Side: j Rear: LJ� Shoreline Setback: LSHA Setback: [VI Road Classification: Road Approach: EXISTING . e • Q'D RAP [ v J SEPA Required: YES XEMP - [ 1/]' Flood Certificate: [ t,r- Existing Case(s) & Condition(s): Violations: Yes No [("I- Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [14° Lots/Require Declaration of Restricti - Covenant YE 0 submitted: YES NO [ V UGA No Protest Agreement YES 0, submitted: Y S NO [of Site Visit conducted YES 4g o1 [ix' Require Final Zoning Approval YES c f) [ L]' ADMIN: Setbacks entered in Permit Plan case • YES New Parcel Tags entered in Permit Plan 4 YES Special Reports Scanned/61P YES No parcel tags found for parcel Cases Associated with APN 001072014 Cases Name Review Type Status Planner BLD01-00017 CARSON F Application Received: 1/9/2001 Permit Issued/Case closed: 1/11/2001 Case Finaled: 2/13/2001 PROPANE TANK INS IALLAFION BLD13-00145 STRANGE P Application Received: 5/14/2013 Permit Issued/Case closed: Case Finaled: New SFR BLD90-00643 CARSON F Application Received: 9/18/1990 Permit Issued/Case closed: 9/19/1990 Case Finaled: pole building M LA06-00278 BLD06-00305 MLA06-00278 STRANGE I C M FARFAN Application Received: 5/31/2006 Permit Issued/Case closed: 7/19/2006 Case Finaled: CONVERTING EXISTING POLE BLDG TO SFR W/ATT GARAGE CONVERTING 177 SQ FT TO HTD SPACE, ADDING 590SQ FT HTD LOFT, 70SQ FT DECK& 172 SQ FT COVERED WALK, DELETING 960SQ FT GARAGE SEP90-00700 CARSON F Application Received: 5/7/1990 Permit Issued/Case closed: 5/22/1990 Case Finaled: 8/31/1990 EES BY ENVIROCHECK SOM90-00700 STRANGE RCR Application Received: 8/31/1990 Permit Issued/Case closed: 5/8/2013 Case Finaled: \\tidemark\data\forms\R_Parcel_CRM1A.rpt 5/15/2013 Page 2 of 2 0 • ved,- N Vic 4.4 °N e JEFFERSON COUNTY �.„ DEPARTMENT OF COMMUNITY DEVELOPMENT : IA V D 4_, 621 Sheridan Street • Port Townsend • Washington 983685["` O� 360/379-4450 • 360/379-4451 Fax �t "RING'. http://www.co.jefferson.wa.us/commdevelopment/ MAY 1 4 2013 Stormwater Calculation Worksheet ��EFERSON MO in # PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. ". PARCEL SIZE(I.E.,SITE) Size of parcel 5 acres ,�AA�n acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet °Z 1 /I 5w sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower,and fireweed. l LAND DISTURBING ACTIVITY ca NVERSION OF NATIVE VEGETATION AND VOLUME OF CUT/FILL Calculate t e o a area o be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: I Does the project convert 3/4 acres or more of Construction site for structures ! sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes (No.2 Well, utilities,etc. • sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking,roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft —�/ Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 1400 sq/ft Cut Fill (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 1 • 0 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS IMPERVIOUS SURFACE NEW EXIST! Structures(all roof area) II, C r sq/ft Structures (all roof area) Z sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc i oc.-a© sq/ft Other sq/ft Other sq/ft Total New I (o 7 sq/ft Total Existing 3 ©U sq/ft TOTAL NEW+TOTAL EXISTING* 5 - '7 sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT re:P21/ Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. C f, q /44 / —mi l (LANDOWNER OR AUTHORIZED REPRESENTA C E SIGNATURE) (DATE) Q0:4 'a ' t x J a<VN3 ; g A r r ��f tq ��a' r ,yy' {r k x7 r t,7 sa I g N �� d� <:, � x�y.�`*. 'C �- � � ^€4�w is g4�xY� �T� W�` l 3'�3�26i f�3 X31 ��Y .�,,t Y��� �2� _ „� �fi�h✓ �°,l' .4 S.n ax. A .,;Afi,N...J1 L,.. „_ Va# ..3-{r",'�,,._:.=..r , u�isw,:`��.''�`- . rOga. Wit° 9 ;,�ac !11x:"',r s. stormwater calc worksheet Rev 9-9-2010-REV 9/9/2010 2 l se 5 3 • I Z / i • • r 4 0 R O 70 A-x 1 -0 Z - zF Fl F' r 6 3 z / j'71 z • � , �w iii-1 z o -< 7c\ t / r . � t '- 1�11i� ,:\ dI .77 / S'il. . ) / � _) c \ //, \ ,..v) N 1:::21 _ — . .c:t at. F. ° N 0 6 "' �� `' `rte,,/.4:o g• NL z 1 o -\ I 3 0' CP ri -0 ° s3� 3 �` r ro ° Z 313.07 a z )'- , z 7. 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G in 3 N rP .., -_,I v O t • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00145 Received Date: 5/14/2013 SITE ADDRESS: 260 MC MINN RD Issue Date 7/11/2013 PORT TOWNSEND, 98368 Expiration Date 7/11/2014 OWNER: RONALD STRANGE PHONE: 360-379-4908 JUDITH A KING 260 MCMINN RD PORT TOWNSEND WA 983689646 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001072014 Section: 7 Township: 30 N Range: 01 W CONTRACTOR: COXEN DESIGN &CONSTRUCTION PHONE: (360)379-1585 6401 CAPE GEORGE ROAD PORT TOWNSEND WA 98368 Contractor's License COXENDC005QN Expires 11/29/2014 PROJECT DESCRIPT N: New SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,439 VALUATION 220,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 48 SHORELINE: GARA CONST TYPE: DECKLE 200 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 1 PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,665.75 CJZ 05/14/13 142080 Exist: 1 Exist: 2 Plan Check $1,082.74 CJZ 05/14/13 142080 Prop: 1 Prop: 1 State Building Code $4.50 CJZ 05/14/13 142080 Total: 2 Total: 3 Potable Water Application $66.00 CJZ 05/14/13 142080 Total: $2,818.99 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED Jefferson County Building lesion Permit Nut,: BLD13-00145 Applicant: STRANGE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks gi2c(t 3 Q' Erosion Control �'" Foundation Footing 9 1)4 1 3 -Zy—�3 Footing Drains Foundation Stem Wall fp_t6-13 'TN* FTt.-- Underground Plumbing Jd y3d� 13 Under Floor Framing Straps(hold downs) 55—/,/,1 2 , Ext.Shear Wall Nailing Lit 96 Rough-in Plumbing 4.11-1,1 tf Framing 0-24 I I Blocking Airseal 42-41 17 Insulation:Walls 5121 I ict pi/ Insulation:Floors `� Insulation:Ceiling Int.Shear Wall Nailing 511) Wallboard Nailing Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance ill n(t. Mechanical Systems Duct Test Cert Blower Airtight Test Smoke&CO2 111(7 1 Drywell/Alt Drainage Address Posted 11-117 ' n/ • • FINAL INSPECTION tZ! /3(,iy FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00145 1.) Prior to final approval of this building permit, BOTH septic system permits must be finalled; SEP13-65 and SEP13-67 2.) The existing well for this development lies within the WRIA 17. The proposal is a replacement residence built before the in-stream flow rule, per the assessors information. Therefore, we have determined that the well is exempted and not subject to the in-stream flow rule for domestic use, metering, and exempt well irrigation. 3.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 4.) The site plan as submitted with the Building Permit application on May 14, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated May 15, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 6.) THE EXISTING DRAINFIELD IS BEING PARTIALLY MOVED TO ACCOMMODATE THE NEW HOME LOCATION. A 10' SEPARATION IS REQUIRED. THE SEPTIC INSTALLER AND THE HOME BUILDER MUST COORDINATE TO ASSURE THE 10' SETBACK CAN BE MET. \\tidamark\data\fnrmc\F RI r) Parmit Rldn rnt 7/11/9013 INCLUDE WITH PERMIT S APPLICANT • Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: Among the native conifer species which may be used in buffers or for re- vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir(Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder (Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant (Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 7. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future devel ent beyond that specified in this permit shall require further review. 2013-03-07_SFR_StdConditions 3/7/2013 1 • • 8. BMPs: The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat" for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. • 2013-03-07 SFR StdConditions 3/7/2013 2 F go sO\ `oo JEFFERSON COUNTY L ` DEPARTMENT OF COMMUNITY DEVELOPMENT SHf °-c ce- Date: 424 Time Received: /57-3 an ) Mon. Tue. Wed. KI: Fri. Date: '5122 BLD: I.3 - I`I5 Contact Name: Owner: Contact Number: 360 ,f7/- /5969 Address: al.015 im(Nt vk el, 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor---N- Foundation Wall Address Posted Block &Tile Ceiling 1 .SON ISM. Co 4c4'' . ` IA JEFFERSON COUNTY it,limtuw DEPARTMENT OF COMMUNITY DEVELOPMENT -,, Date: -�,/` Time Received: �Jf_j m Mon. ue. Wed. Thur. Fri. ,J( / Date: 3111 BLD: j 3 — / '5 Contact Name: Owner: Contact Number: 360 "7/ /q08 Address: 2,1,p (An c 1„ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear_ 1A 0 Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling _ .. • . .. .::47..„..„ . ..,....,i4.. .5.,.... . vs..?:‘,.svg.6.? . . - ':4'..:`,Z-4.,;E:te- . V ...en.-','Imrx:P--;.,-.-..--v,v4-.:--41:-...- ;i:i4,...,.. W1-4, qs'il•,-Z:, . . . . TYY..,..a.771,Pelgti4i• . . _ ...t...z......-:-.. . - . . . . Date 1 0-31.• 'time received tD..):1 61 pm Mon. TueS. Wed: Thur. -0 BLD: t' - -lki-5- . . Date: it— k. • . . OWNER: 5V9-4 i .YZ7 . - -- Contact Name: . ADDRESS: eh:??■7' WIC- .VV'L Nit, Contact Number.360 46 1:". 4 741 Z•••• , , 206 . e>1..-Aci?Th . . .• i--. Notes: • . . . • . . . . Foundation Plumbing V Framing Propane Tank- - Mechanical , . . . Underground•Setbacks Under-ground Framing Furnace Footing Rough in Air seal Above ground - Gas Stemwall Hydronic Exterior shear Exterior lines • Oil — Straps Interior shear Interior lines , Ducts f = Post Hole Ventilation Appliance• Underfloor . Gas/wood stove Man-Homes - SSetbacks . " Insulation. . Final inspection Foundation Block&Tie • floor wall ceiling -,,i• Address Post'ed . s • ,- z, ---4,-.... .. / . -. F:ikek•-.,,:._ . - - - 1:07: ei-' 5,•tzt:;_t• . • - . . , . ,......,. ...........:_r_,,,_. • • . - _ ..1 .4 A Date D 14 time received A ' 1"1 am iiir Mon.CILTD Wed, Thur. --Fri. BLD: , g3- 06145 Date: A• , OWNER: ' 1'RAI34 g 4 Contact Nam& MICUAEL-' - - . . ADDRESS: Z O W-44%1410 RD Contact Number:360 /I - r, _ Notes: RAPS /PEL,‘ rt _ . 1 206;e i 2 ; 2 . ,Ecreyar az, 6, Foundation Plumbing - Framing Propane Tank Mechanical '. • __ ____ Setbacks Under-ground Framing Underground - Furnace Footing Rough in Air seal Above ground Gas Sternwall XIII Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts A r Post Hole Ventilation . Appliance • Underfloor . . Gas/wood stove Man-Homes Setbacks " Insulation . Final Inspection Foundation- • - -4,• Block&Tie floor wall ceiling . Address Posted • i -.: . . {' _.r.) '..max - .. Date Z i 'time received 1 � am Mon. es. Wed: Thur. - Fri. BLD: L3' t-i Date:Q/2'f OWNER: Contact Name: ADDRESS: , SoO - h�1CWt•(4114 . Contact Number:360 9.(O ( f Z�(•7-- Notes: 206 r '�. :Foundation ��// Plumbinq- - Frarninq Propane Tank- . Mechanical Setbacks V Under ground Framing Under ground _ Furnace - Footing 4K Rough In Air seal Above ground _ Gas Stemwall _ Hydronic Exterior shear _ Exterior lines Oil Straps Interiorshear lnteriorlines Ducts Post Hole ____ - Ventilation . Appliance _ Underfloor Gas/wood stove Man=Honies Setbacks — - Insulation. FinalInspection Foundation . . {rr Block&Tie Moor wall ceilin - 9 � Address Posted 4.4SON C ' JEFFERSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT ,"SHE'S 6C° C144--C' `ri..-4 6 Date: 12 /t Time Received: /,2,1—i am/ Mon. Tue. < r Fri. Date: ./a,.1 7 BLD: /3 r /qfs i Contact Name: ) y. 3W 2-Z.oW? / 2-3 Owner: ,/ Contact Number: 360 1'7/ 'gem' Address: ,260 Gu4yu/‘2k , 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 45ON co°� JEFFERSON COUNTY w�, DEPARTMENT OF COMMUNITY DEVELOPMENT 9sK1NGS Date: j1 7.1 Time Received: 9451 am/pm Mon. Tue. Wed. Thur. Fri. Date: ii/24/ BLD: 1 45 Contact Name: 13 �0 COL Contact Number: 360 S3I- J' 3 'g. Owner: �.snY,AN�E' 206 Address: Y/oo M` 1 IJ J V nr. 385-22o0 X 12-3 0 Notes: Foundation Plumbing . Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection X Setbacks Floor Foundation Wall Address Posted Rlnrli 2.TOP Ceiling ( 14 4- oT JEFFERSON COUNTY r � '' { DEPARTMENT OF COMMUNITY DEVELOPMENT e.. -9Sffl?vc,c, Date: 11-Li Time Received: 1p�- 6n1/ m Mon. Tue. f ed Thur. Fri. Date: 1 - ' BLD: i3 c) 14s" Contact Name: 9 jj, 6l.7 is Owner: Contact Number: 360 S3( I l 9S- Address: 42100 y e"VtA1irA 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection-_ " Setbacks Floor '`- Foundation Wall Address Posted JX.‘,,, Block&Tile y / Ceiling J C. Q 6C f t A)L„ CALLO A - I &st ruc- ed Cc L I gil - Fix A-LSG)Tr�.