Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD2014-00276
• MLA07-00593 BUILDING PERMIT APPLICA ON Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00276 Received Date: 7/30/2014 SITE ADDRESS: 58 ANCHOR LN. OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900002 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2016 REPRESENTATIVE: PORT LUDLOW ASSOCIATES LLC PHONE: (360) 437-2101 BRENT SASSE 70 BREAKER LN PROJECT DESCRIPTIOI NSFR W/Attached Garage, no heat, no plumb Plat# SUB13-16 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,495 VALUATION 224,250.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 260 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,902.00 SRE 08/04/14 151299 APPROVED RO\/E® Plan Check $1,236.30 SRE 08/04/14 151299 M r State Building Code $4.50 SRE 08/04/14 151299 DEC 19 2014 Potable Water Application $67.00 SRE 08/04/14 151299 Total: $3,209.80 Jefferson County DCD \\tidemark\data Worms\F_BLD_App_Bld.rpt 12/19/2014 c6, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA.98368 Tel:360.379.4450 I Fax:360.379.4451 Web:ww w.co.jcffcrson.wa.us/communitydevelopment 4.:;s.4.:;s.p' E-mail: dcd(dco.jeffexson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00276 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 SITE ADDRESS: 58 ANCHOR LN. Issue Date: 12/19/2014 Final Date: 8/24/2015 SUBDIVISION: 9689 - LUDLOW COVE DIVISION 2 Block: Lot: PARCEL NUMBER: 968900002 Section: 17 Township: 28 N Range: 1E PROJECT DESCRIPTION: NSFR W/Attached Garage, no heat, no plumb Plat # SUBi3-16 THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/24/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 9/3/2015 LUDLOW COVE 2 PLOT PLAN - LOT 2 A f e N 29'28'04° E ---11 7r, SCALE: 1" = 20' ID L. mi• Loy cAl 1 ----- i■ ■Ii■ -10 0 10 20 re) uj 10' CONSTRUCTION 5 BSBL - b " 'c' ‘ \ & MAINTENANCE ESM'T N 2928'04" E 50.84' z N.1/4_ _2.1_ ____LLI4 __,J 1 I ,....„„.....___ _.....1.,r___ _ _ _- m __///.1 LUDLOW COVE 2 - LOT 2 PARCEL NO.: 968800102 _ _. 50 ___. .0" I ADDRESS: — —" / cEISBL -- t2 --1 — — -27.5 48 5' BSBL --- __ __ -- 45 ,- I AREAS ___, 1 LOT SIZE 5.844 S.F. cc J L , - FOOTPRINT 1.524 S.F. 0 LO GARAGE 273 S.F. wi i r COQ__ o FOOTING DRAIN -C HOUSE 92 1 --- . i7:\ r_-,_ (.-- - , - , 21-Pnv 4i -N. 1 ----,, 1 , ! .1,--- -_,____ _,. , E . __. ----7 6-- b I cj I (C) ini CO I i ' 8 '3,174 .1i 0 a Z Z t 1 I 1 i _1 4 1 , _ I !I, 9.6' PORCH 1, • , I _ .._ . . . ,.. -,:trolfy„, 'Ax —Li ( ,, ,, ' 4'0 DRY " • ''' ' u-'-'1.0PREKT ( GARAGE , 1' ' . PER DOE STORM MANUAL ,,,,- ___ .-&31'L = . \ 6.9' I/ : V A - 7---42 0'1 - -- --\--- - - - -- - • I- I ..., --H ' ---;-=4' PATH f.e. ------.L , . SITE PLANPARKING 63.00'I\ \ \--- , N 2942'49 E "20' EASEMENT 6' PARKING - r. E ', 1 (- 2014 •---\ \ JEFF '...e'' OUNTY volo - \ \ DE1'110 .?: '%0I...''. c L'iim.i • -r---- ___ ' •1• -: ---- -- ——--"''•-•————1---———-- 7---------... • / ANCHOR LANE - LUDLOW COVE 2 I SEPT 10, 2014 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1" = 30' PLAN: WOODLAND LOT: 2 JOB#965-013-007 DRAWN BY: ER 0 0 LUDLOW COVE 2 PLOT PLAN - LOT 2 N 29'28'04" E SCALE: 1" = 20' -010 5' BSBL - ol�� i �10' CONSTRUCTION 0 io 20 co A \ & MAINTENANCE ESM'T N 29'28'04" E 50.84' z_Hai— I � -1\-- ___M --////) LUDLOW COVE 2 - LOT 2 50 PARCEL NO.: 968800102 _27 5' ADDRESS: 5 BSBL 48 �/� 5' BSBL / 3� AREAS `U LOT SIZE 6,844 S.F. FOOTPRINT 1,524 S.F. GARAGE 273 S.F. _. o FOOTING DRAIN _C. I N _ � ` HOUSE j 7-' , r—' 4-)—7 il o Imo° co z z 1 8 � � 1 )% i 1_ I 9.6' PORCH —1. 4 --•f , �� � � 4'b DRY WELL- ' =' ��Inr^^fP,7 I GARAGE PER DOE STORM MANUAL 6.9' / — 20— FIGURE 3.1.4 i , -'' � 42.0 - -- _ter I\ t © Z1 — 4' PATH PAT}i. -20' - = 01 •---\%, — APPROVED PARKING 1 SITE PLAN —__— IL 6104 63.00 \ N 29'42'49" E \20' EASEMENT - 6' PARKING — DEC 1 6 2014 A \ JEF I UNTY GtEr � ' ' 211V •► 4: ,�;act r� S SIG _j_r -------- ------7_______ _ ___• ANCHOR LANE L__--- LUDLOW COVE 2 I SEPT 10, 2014 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1" = 30' PLAN: WOODLAND I LOT: 2 I JOB#965-013-007 DRAWN BY: ER `Fw`"sO\ ✓\ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 0 Date: 8/24 Time Received: ,e: ./t/ am m Mon. 4190 Wed. Thur. Fri. Date: 6/z5/i 5 BLD: ILI 002?(, Contact Name: Owner: PL A Contact Number: 360 ,3U1_ ��0749X Address: 6 AntcueQ Liu 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 l g„iNG,0o bK JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: g i 67 Time Received: F' G L epm Mon. Tue. Wed. " 4111P Fri. Date: (2O BLD: f Lf-,?76, Contact Name: Owner: {FC✓k Contact Number: 360 Address: G-0 y�,c �; L�j _701 D70`f 206 Notes: Foundation Plumbing Framing Propane Tank P 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 �, ON COG isy Na� JEFFERSON COUNTY 61°- DEPARTMENT OF COMMUNITY DEVELOPMENT _ Date: )5_, Vime Received: 7-2e) am/45 Mon. Tue. Thur. Fri. Date: 1 2-----3( BLD: I ii` a?`1 6 Contact Name: 62498 Owner: P Contact Number: 360 '37/ 30q7 Address: Lo-` --Z 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 „,,4-yO” Coe. JEFFERSON COUNTY / Iw ` DEPARTMENT OF COMMUNITY DEVELOPMENT �/ )ate: 1/7 Time Received: 2 : 3/ amk Mon. Tue. ed. Fri. Date: / g BLD: W— 60276 Contact Name: Owner: PL A Contact Number: 360 561--3/7y Address: c14 4.,c44cA La 206 Notes: fa 77Nc 9, #/,s Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 50\ tFF `'cy JEFFERSON COUNTY � �` DEPARTMENT OF COMMUNITY DEVELOPMENT �s,, � , ENT Date: "Z•16 Time Received: • '/p'r Mon. CD Wed. Thur. Fri. BLD: [.4 Date: _ 2_ owner: % Contact Name: Address: Contact Number: 360 206 Notes: Foundation Plumbin g Framing Propane Tank Mechanical Setbacks Under-ground Footing Framing Underground Rough In Air Seal Furance Stemwall H Y dronic Exter Above ground Gas ior shear Exterior lines Straps Hot Water Htr Interior shear Os Post Hole Interior lines Ducts ,e Ventilation Underfloor Appliance Man-Homes ,.y Gas/Wood stove I_ nsulati°n Setbacks Final Inspection Foundation floor F oun&Ton Wall Ceiling Address Posted 4k4�yON O ?, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ''ryT NGKO Date: 2 )Z Time Received: ,, SIC; adiLQrn. Mon. Tue. Wed. Thur. Fri. Date: 2 1'5 BLD: Pi.- a7 t, Contact Name: Owner: Contact Number: 360 3U( 3 f 79 Address: <-� i4,JL 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 gcON ,. 63� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT L_A-'T'-e- /9&IA �'SHI Nc.e Date: oZ 1f) Time Received: I Z__ _6Ipm Mon. Tue. Wed Thur. Fri. Date: ,a + BLD: 14-27 Contact Name: Owner: -eLac Address: Contact Number: 360 301 3 r7t9' �� aN tnr 206 Notes: /4-N Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal T 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 4gON nU L': JEFFERSON COUNTY 4 DEPARTMENT OF COMMUNITY DEVELOPMENT �'SN1 NG�O Date: Time Received: ,// �� rte` am/pryll Mon. Tue. Wed. Thur. ri. �� Date: ( 11 BLD: ( 61 — C., (tr Contact Name: Owner: f—L Contact Number: 360 -- --`, 3 Address: �1 C 3( ?g / JIv,C,kG`L • L v- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 �,¢s%c% JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT �qsx5.:P/ )ate: 03 Time Received: g•'Af "pm Mon. Tue. Wed. Thur. Fri. Date: 3LD: 14 — Z74 Contact Name: —DA Vg Owner: -p LA Contact Number: 360 3,pl -s, Address: ./ Ir ' 206 143 ,O/S6 13A}- Notes: ,5'8 i/.vcoie.,2 LA) 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 �F45O" cow JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Is ate: /Z Z.3//Time Received: l _ ZO am/pm Mon. ue. Wed. Thur. Fri. Date: iZ— Z3—(9 LD: 51 bi 14 -d"- -Lo Contact Name: jr Prz,r`/f- )caner: FLp- Contact Number: 360 '50/ .-a 70 s' \d d r e s s: 5b Aridity- La» P 206 Dotes: 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 - Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only,ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Lot 2-Bainbridge(G2)Garage Left Woodland Port Ludlow Associates LLC ' Ludlow Cove Phase 2 Cliff Obrien 360-437-8242 ,_-. - °4 " Heating'System Type: 0 All Other Systems 0 Heat Pump r- (; y �/J r(�– 1 To see detailed instructions for each section,place your cursor on the word"Instructions". 1 1 L. I+ \'-` v_------tlt - Design Temperature '9 I ' Instructions I - -- Design Temperature Diffe .QT) I . �7j n 'i l Port Townsend AT=Indoor(70 degrees-Outdoot irtOmp Id V 44;� Coin} i Area of Building ______-__„ Conditioned Floor Area i JEFFiiRSONCOUNTY instructions Conditioned Floor Area(sq ft) `/ DEPT�CO1 Im UN!TY L EVELOPMENT Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) - '. I 13,455 Glazing and Doors U-Factor X Area = UA Instructions 0.30 339 101.70 Skylights U-Factor X Area = UA Instructions 0.50 0 --- Insulation Attic U-Factor X Area = UA Instructions 0 R-49 v 0.026 1,495 38.87 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 Vented 0.027 0 Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 Intermediate ■ 0.056 1,485 83.16 Floors U-Factor X Area UA Instructions R 38 0.025 1,495 37.38 Below Grade Walls(.Fig.../) U-Factor X Area UA Instructior No Below Grade Walls in this project. V 6 Slab Below Grade(see Flpuro 1) F-Factor X Len!th UA Instructions No Slab Below Grade in this project. V 0 Slab on Grade(sae Figural) F-Factor X Len.th UA Instructions No Slab on Grade in this project. V 0 Location of Ducts ..:ructions - Duct Leakage Coefficient No Du 1.00 Sum of UA 261.11 Envelope Heat Load 11,750 Btu/Hour Figure 1. Sum of UAX AT Air Leakage Heat Load 6,539 Btu/Hour ../111111111.– VolumeX 0.5x AT X.018 Above Grade Building Design Heat Load 18,289 Btu/Hour °'""*. Air Leakage*Envelope Heat Loss *++•• Building and Duct Heat Load 18,289 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heal Loss X 1 Maximum Heat Equipment Output 22,861 Btu/Hour Budding and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heal Loss X L 25 for Heat Pump (07/01/13) , 2012 Washington State EnergOde: UA Alternative Worksheet, Type R•ccupancies Zero_Energy Plans Version Lot 2 - Bainbridge (G2) Garage Left Woodland Ludlow Cove Phase 2 Port Ludlow Associates LLC 70 Breaker Lane Port Ludlow, WA 98365 360-437-8242 Contact: Cliff Obrien Conditioned Floor Area 1,495 Conditioned Building Volume 13455 Weather Station Pon Townsend Component Performance, R-3 occupancies Code Target Values Area UA Area UA Doors U = 0.300 106 32 106 25 Overhead Glazing U = 0.500 0 0 0 0 Vertical Glazing U = 0.300 224 67 233 70 FlatNaulted Ceilings U = 0.026 _ 1,495 39 1,495 40 Wall (above grade) U = 0.056 1,493 84 1,485 85 Floors U = 0.029 1,495 43 1,495 37 Slab on Grade F = 0.540 0 0 0 0 Below Grade Wall U = 0.042 0 0 0 0 Below Grade Slab F = 0.570 0 0 0 0 Target UA Total 265 Proposed UA Total 257 Target Credits from Table 406.2 0.5 Proposed Credits from 1.5 Table 406.2 Qualifies If the Proposed UA <_the Target UA, and the Proposed Credits From Table 406.2 are>_ those required in Section R406.2 than the home meets the 2012 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet inch Feet Inch Area UA Therma Tru Classic Craft V Custom 0.23 1 5 ° 6 8 33 8 Therma Tru Smooth Star v Custom 0.14 1 3 ° 6 8 20 3 PlyGem Pro Series 960 HPSC Patio Door v Custom 0.27 1 7 6 7 ° 53 14 V I Custom 0.00 _ 0 0 ■ Custom 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/15/2014 1 of 6 •2012 Washington State Energde: UA Alternative Worksheet, Type RRccupancies Sum of Area and UA 1061 25 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA 0 0.00 0 0 V , 0 0.00_ _ 0 0 0 0.00_ 0 0 0 0.00 0 0 0 0.00 0 0 Sum of Area and UA 0 0 • Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/15/2014 2 of 6 .2012 Washington State Energlade: UA Alternative Worksheet, Type Rilkccupancies Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA PlyGem 400 Series Single Hung HPSC • 0 0.30 12 2 8 5 ° 160 48 PlyGem 400 Series Single Hung HPSC • 0 0.30 5 2 8 4 2 56 17 PlyGem 400 Series Fixed HPSC • 0 0.29 2 1 4 2 4 6 2 PlyGem 400 Series Fixed HPSC • 0 0.29 1 4 8 2 4 11 3 • j 0 0.00 0 0 • l 0 0.00 0 0 V . 0 0.00 0 0 • 0 0.00 0 0 • l 0 0.00 0 0 • ', 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • ! 0 0.00 0 0 v ' 0 0.00 0 0 • 0 0.00 0 0 • ' 0 0.00 0 0 • ' 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • l 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/15/2014 3 of 6 . .2012 Washington State EnergSde: UA Alternative Worksheet, Type R.ccupancies 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 ■ 0 0.00 0 0 v ! 0 0.00 0 0 v ' 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 Sum of Area and UA 233 70 Glazing Area Weighted U 0.299 FlatNaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R49 blown Attic STD baffled V 10-7 0.027 1,495 40 � Custom 0.000 0 I Custom 0.000 0 V I,, Custom 0.000 0 Sum of Area and UA 1,495 40 Walls (Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap V 10-5 0.057 1,485 85 Custom 0.000 0 0 V iI Custom 0.000 0 0 ■ Custom 0.000 0 0 Sum of Area and UA 1,485 85 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc V 10-3 0.025 1,495 37 ■ 0 0.000 0 ■ 0 0.000 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/15/2014 4 of 6 . 2012 Washington State Energede: UA Alternative Worksheet, Type R•ccupancies v ! 0 I 0.000 0 Sum of Area and UA 1,4951 37 Slab on Grade (less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA V Custom 0.000 0 w 0 0.000 0 V 0 0.000 0 ■ 0 0.000 0 Sum of Area and UA 01 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA v ' 0 0.000 0.0 0.000 0 w ' 0 0.000 0.0 0.000 0 v 0 0.000 0.0 0.000 0 w 0 0.000 0.0 0.000 0 Sum of Area, Length and UA 01 0.0 01 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/15/2014 5 of 6 2012 Washington State Energeode: UA Alternative Worksheet, Type J)ccupancies Table R406.2 Summary Opt. Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 p 1.0 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 3448 kWh E. • ■ Total Credits i 1.5 `Please refer to Table R406.2 for complete option descriptions \ -. Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/15/2014 6 of 6 7/1122014936.23 AM ,1311SSE11VE.R\R`dirmtt dEOl2,Vi mden111ec4rnP11J 0702 LIK G2_M I.M ¶D L V21 1120,5HOWEP 0 4y o 1 r ry j _ S '• o I , 'P O '^ - 1 g 'coats a @, E�E,� 1I '9 MEN 1'-B' J'-i' 1'2' 1'fi' 0'OIR' S'-I ll2' \ N. III O 9 y, e s 1 Iz"R Qy66 n ' _-iT M 11 W _ �– 222 42 §k a' — — — ' r ,, r �_ 9 I E $ q 4 n <> , M q \ I I T 9 S5 4 9 4 Y_ Y `P DI I I " 9 9 'JC% -- 2 wr> a y Z , <> 1 Z -–f F " 1 9 t-` - a� �IIII __ W i 9 ~ g I _j� /J N 9 I � ' ... - - \ z1'-r1 Y-10' E 2'.W. ft'-s•\ \ p IIUI//nrIYIn���lull F ]'.T Is'-W s.s' Y.8' = = uuY z p N Z Z I. _ ° CO ° TT o CC CD13 O. 17 fy 3]-P v4 y4 -P hi C \ e'-6 e..8' 4 i Ie-r 4-0' 4.0 ' R1 B Il tl Y� \� J 4 I 99 1 O O w '�/ r �- ■tea ��, ,.. ICti^ W t`u' /i n eve I_ H p 1 + 6< m EGRESS I 9 2z I ' 15 4 15 1 1' 9 to T.4 61P'i ' / m 9 y 9 1 .1 ? i5 i -n ,, 4 1 1 a' 1 II V�/^y\J `F1 0 oQ uV L CO q rn {/�V<> i e SR'',2;'',2;e 5u ."3 3Q q w 8 Oy A 9 z i ILIBM;ONLP ;A 9 •v/ Om N n A y a'�' Y.0' WEN ODOR \7 { }-9 y L - < a a .. I v 17 l,V `l TJ —I- a 9 I. 1 ylly // 22 r /..AT_ r '? -]z° _ h .... COATS a�IO " 9 sEO O ♦ q■ ■ 1 6 i2 4 ei _ q W i ° E V q"E i a im m 4 - m y – ^— E - T V 4 'd'-B V2 [ 2'-II/e' f 3 5' f 9i '., <>— n S V I� r-- \ \ 9 W »� > T-0 Je -... 9 9 _ _ _ '�_— 9 – Za ��� --fr° PPP'ppp $m$ y R. 9 W f11 2'5? a':1?\ 1-101T \ m gq F N 1 63 1 R 7 I I gg' T,A I . g;g g� 8 4" 1 °mvy' I I $ 1 - Y-d ( H-e' 1 P.e• v. -8'E T T \ Y f \ 8 2-P 2e 0 0'I6 ] 2. m I n I -- s# !, ° aq y KINGSTON / °x R ;x Z gaggE o ==, G2 BAINBRIDGE o P�"1 IO!Ki ° Z LUDLOW coven ,`e 9 ° (/3 mot, _ n 4 ;m " E _, s "" .-] 1�– 193 PARADISE BAY ROAD - _.. '' i� # O R° PORT LUDLOW,WA 98365 = p I £? I FII� z ., 3 p gL1Ll r aq- C 6u-b.I - lic, W Aco 4 — 3-7- N Z � U p gq N IoII dV , ill , LUDLOW COVE 2 PLOT PLAN - LOT 2 N 29'28'0' E 7.09' SCALE: 1" = 20' (U' \ Lo M1oc 10' CONSTRUCTION 0 10 20 5' BSBL - b `s' - & MAINTENANCE ESM'T - \ N 29'28'04" E \50.84' z • r -- -- - . -\ LUDLOW COVE 2 - LOT 2 PARCEL NO.: 968800102 ADDRESS: 5' BSBL / X 27'5 / / 5' BSBL AREAS LOT SIZE 6,844 S.F. Gp - FOOTPRINT 1,524 S.F. PATIO `\ GARAGE 41 S.F. rn CO pp • ,.,j N • O HOUSE 3 e \L1c4� l7! I . i- 0 o C c° z 9.6' PORc.fFp * -11 I GARAGE °"P- 20`-V 6.9 / 2 BSBL — . — � _ _ 42.0' y -- 1-1 - 4' PATH PARKING 63.00' N 29°42'49" E 20' EASEMENT 6' PARKING - • 4ZZAIZ-P\ ----- -- 1 -- -- -- -- -- • ANCHOR LANE LUDLOW COVE 2 I JULY 24, 2014 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, INC. SCALE: 1" = 20' PLAN: WOODLAND LOT: 2 JOB#965-013-007 DRAWN BY: ER �� fb - wNI , \/.1 Pi agef-C-C1- • JEFFERSON COITY 99EFi -`� o. 151299 Q DATE LV 1 L RECEIVED FROM P BARS# AMOUNT DESCRIPTION CURRENCY W f is I7W aao-0C) COIN P,7 u) Tl lC t 0-102 W 11 1C �0 1 J 7 `fl I I -We `Plcik ,/ 1 , a.. tx. 3 b 2 12-SI Stc e, `\ o OC V4t;im 140 cA RECEIVED BY S1 � �i i TOTAL Y7 ay • • • Port Ludlow Associates, LLC DATE INVOICE NO DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 7-29-14 6829 LOT 2 BLDG PERMIT 3724 .80 . 00 3724.80 JEFDCDOO JEFFERSON COUNTY DCD CHECK DATE K 7-30-14 NU eER 9507 TOTAL> 3724 . 80 . 00 3724 . 80 PLEASE DETACH AND RETAIN FOR YOUR RECORDS • • ao , r 4 oG2 -- ERSON COUNTY rr -7W\ D ARTMENT QF COMMUNITY DEVELOPMENT `.S e L 2 g 2014 '!$2 S eridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment it e j 0.379.4450 I Fax:360.379.4451 Email:dcdt ico.iefferson.wa.us :wilding fr r F„ O 1�s I Develop nt Consistency Review I Long Range Planning I Watershed Stewardship Resource Center DEVELOPMENT IiC MLA: MLACj1 • O Master Permit p ip ip caon Project Description(include separate sheets as necessary): New single family residence with detached single car garage /� Tax Parcel Number: IJ\PN ii W3 k0 Z Property Size: b ti (acres ware f e) Site Address and/or Directions to Property: 1 C-11 PPe. < Q-0K3 P52 C (-5.1f)Laxa W A 3--?‘ Property Owner(s)of Record: Port Ludlow Associates-Attn: Diane Smeland Telephone: 360 437-8342 Fax: 360 437-2522 email: dsmeland @portludlowassociates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 Applicant/Agent(if different from owner): �1:%2.0 1 UDt-sx,) PS56c4 ASS " C-1/4--k O"3 CA&.-s 360 360437-2522 email: cobnen @portludlowassociales.com Telephone: Fax: Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) 9 Single Family 8 Garage Attached/Detached ❑Conditional Use[C(a),C(d),or Cj*" ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* Cl Special Use(Essential Public Facilities)"* ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑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: Cliff OBrien DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE AukAta. 441 Date: 7-2-$---(t/ 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 attorneys 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 applicatio hat he or.sh-e� wants rior noti `7 Signature: �C/& Date: 1 —2t—(y The action or actions Applicant will undertake as a 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-transferable Ionsibility for adhering_to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature2_,---' Date: ---2. Zta . l 07/24/2013 • • 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: Port Ludlow Associates, LLC ( 360 )437-8342 ( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane, Port Ludlow,WA 98365 EMAIL: dsmeland @portludlowassociates.com CONTRACTOR'S LICENSE WAINS NUMBER: PORTLAL994L8 NUMBER ARCHITECT/ENGINEER: Union Studio/Michael J. Anderson PHONE ( 360)437-8342 FAX:( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane,Port Ludlow,WA 98365 EMAIL dsmeland @portludlowassociates.com Pr9lect Type: Frappe Type: Bathrooms: Shoreline: Type of Sewage Disposal: CYNew 400d Existing: 0 F'Sewer ❑ Addition ❑ Steel Proposed: 2 Bank ❑ Community System G Alteration/Remodel n_ Concrete Total: 2 Height: L Individual System El Repair 0 Masonry SEP Permit# El Demolition 0 Other: Bedrooms: Water Supply: Existing: 0 Setback: C Private well ❑ Two Party Type of Heat: Proposed: 2 I/Public Ductless Heat Pump Total: 2 Name of System: Olympic Water&Sewer,Inc If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number ofADA 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 Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evotS telleP I knaT retaW toH i 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 1495 l(„° 3 H Bld App Review: -7_ •mac' � e� _f f Consistency Review: aae ''� 2"0 Floor Heated r ` � Y �/D UO Other Heated f��l� Base fee: 1 Di^a ,d° 1J hb� Mezzanine 13IP Additional Section: 1 r„ .U() — Heated Basement IP Plan Check fee: " Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: 1 O.R .C3()Garage/Carport 6 —4 3C ctO SUBTOTAL T Decks Ll° 911/Rd Approach fee: :TD •43° Other Go -10-} , TOTAL: $, 1pk, 37a-ti �,o a 1.?q,2, QcReceipt Number: 1'3ty le 11 Cash/Check Number: 12P ESTIMATED • : QUIRED) Date: p r 1 ,�' i' L •Fair m.: : ':ue of all labor an. :%.Is foundation to finish Z7I ` -1 • r-7 Z'1 r7-S Initials: Y 07/24/2013 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT �l)i % r 2014 111 i 621 Sheridah Street • Port Townsend • Washington 98368 Ir,.rcr UUl'Njy - tc9 3601379=4460 • 360/379-4451 Fax n tF O�,A http://www.co.jefferson.wa.us/commdevelopment/ rvr Stormwater Calculation Worksheet MLA# CS-1 ' 017) PROJECT/APPLICANT NAME: l.-.��.,L-av� C�1�, 1 IS2C" t—JY,L .S t CICC-i'ry*(n 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 pen-nit 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 • l acres An acre-contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet �JU�I—t 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. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to 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%acres or more of Construction site for structures b lC I sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank, etc. sq/ft Circle: Yes Well,utilities,etc. sq/ft Does the project convert 2 Y acres or more of Ly y native vegetation to pasture? Driveway, parking, roads, etc. tS sq/ft l tr .-mot Circle: Yes Lawn,landscaping, etc. ' � t sq/ft Other compacted surface, etc. b sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance C -AL-1 sq/ft Cut � Fill I--- (cu/yd) [over] stormwater talc worksheet-REV.2120'2009 1 • • 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 t EXISTING Structures (all roof area) "l Si sq/ft Structures(all roof area) 0 sq/ft Sidewalks 'n 2_ sq/ft Sidewalks © sq/ft Patios k) sq/ft Patios U sq/ft Solid Decks 0 sq/ft Solid Decks O sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc C2-`i sq/ft Driveway, parking, roads,etc C) sq/ft Other v sq/ft Other 6 sq/ft Total New 2('t,(?3Q sq/ft Total Existing C) sq/ft TOTAL NEW+TOTAL EXISTING' 2,Ce.."clI`e? sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: I % Does the site have 35%or more of existing impervious surface? Circle: d*---- 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. (LAN 6WNER OR AUTHORIZED EPRESENTATIVE SIGNATURE) (DATE) Ot O CIiUSEpM 4- a 0.4a.- 1 r V r =. 4 a5�, , ¢^ %a9n u '�° �� '^„ "�isa. 1 ,:r r}�'d+: x,f .- s u ''-' s'� � $MAI<4 f gg�,� hp.RG REDEVELOPM hPIr .• 8t d erAitl+i?fa.„. Y ; "'_ stormwaler talc worksheet–REV.2/202008 2 • •p Front Parcel Review 1'?LAa7-6 O S"r3 3�� /2/ -0027C Parcel 968800102 Printed: July 31, 2014 PORT LUDLOW ASSOCIATES LLC Site Address(es): 70 BREAKER LN 193 PARADISE BAY RD PORT LUDLOW, WA 98365 PORT LUDLOW, WA 98365-9766 Roc pu.rCe / , q G o o 6 01 Parcel Number:A 462- S-T-R: 17-28N-1E l { 10 Total Acreage 15 Legal Description LUDLOW COVE DIVISION 1 PHASE 1 TRACT E FUTURE Land Use: 9100 PHASE SUBJ/EASE#106422 Flood District: Fire District: 3 Planning Area: 7 Flood Map(FIRM)Panel No: School District 49 Zoning: Aj {-5�-1� COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property Yom- NO ur, ete,cc A�,�Jd [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES Ng-- [ ] Shoreline Designation: YES I11- [ ] Shoreline Slope Stability: NO 6,—kS,,le Stream Type:YES ›' FWHCA: YES Wetlands: YES Rare Plants:YES Seismic: YES I�- Landslide: YES NQ— Flood: YES y- Erosion: YES 1.■, t— Aquifer Recharge Area:Y $- NO SIPZ: none At Risk High Risk Co a CMZ: nom_ High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES N�c Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES 1 — [ ] Agricultural Lands: YES N [ ] Archaeology: YES NQ' per] No Shooting Zone: Y NO P0/2-1- Y [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's - Stormwater Req's:Min Req#2 Min eq# thru# ) Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES MRL YES Forest Lands YES r [ ] Landscaping Required: Yes Ns_ [ ] Parking Spaces Required NO Other f 1 Building Height: 35' UBC Standard [ ] Impervious Surface coveraggarcentage: '3ql 7 Resource Lands&Public: 10%11111/ Rural Residential: 25% Rural Indust Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: %797 (loo alr 4 RVC:20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: S Right Side: 5 Rear: 5— Shoreline Setback: /J),4 LSHA Setback: OA [ ] Road Classification: Road Approach: EXISTING NOLREQD RAP [ ] SEPA Required: YES EPT [ ] Flood Certificate: ttJA- [ ] Existing Case(s)&Condition(s): Violations: Yes N� [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NCB.—submitted: YES NB- [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval Y,es NO Rego r.S �..( Plan AcPrc„AL[ [ ] ADMIN: Setbacks entered in Permit Plan case YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 968800102 Review Cases Name Type Status Planner ADR14-00038 PORT LUDLOW ASSOCIATES L P Application Received: 7/30/2014 Permit Issued/Case closed: Case Finaled: new address CANT BE DETERMINED UNTIL PLAT IS COMPLETE mIa07-593 BLD05-00499 PORT LUDLOW ASSOCIATES LI W Barbara Nightingale Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#1 26 UNITS OF 119 UNI I I IMESHARE RESORT DECKS/UNHEATED IS 9240 SQ FT - PLAN CHECK ONLY BLD05-00500 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#2 26 UNITS OF 119 UNIT l IMESHARE RESORT DECKS/UNHEATED 9573 SQ FT- PLAN CHECK ONLY BLD05-00501 PORT LUDLOW ASSOCIATES LI W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#3 24 UNITS OF 119 UNI f I IMESHARE RESORT DECKS/UNHEATED 8838 SQ FT - PLAN CHECK ONLY BLD05-00502 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#4 23 UNITS OF 119 UNIT 1 IME SHARE RESORT DECKS/UNHEATED 8662 SQ FT - PLAN CHECK ONLY BLD05-00503 PORT LUDLOW ASSOCIATES LI W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#5 10 UNITS OF 119 UNI I I IME SHARE UNIT DECKS/UNHEATED 3110 SQ FT- PLAN CHECK ONLY BLD05-00505 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#6 10 UNITS OF 119 UNI f l IME SHARE RESORT DECKS/UNHEATED 3335 SQ FT- PLAN CHECK ONLY 11 tidemark ldatalforms\R_Parcel_CRMLA.rpt 7/31/2014 Page 2 of 6 I ØUILDING PERMIT APPLICION MLA07-00593 Review Type: Jefferson County Department of Community Development 5,1)13 •- ice 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00276 Received Date: 7/30/2014 SITE ADDRESS: 193 PARADISE BAY RD PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 70 BREAKER LN PORT LUDLOW WA 98365-9766 9688 SUBDIVISION: 7Q9t 0 002 Block: Lot: PARCEL NUMBER: 86889649-2 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2016 REPRESENTATIVE: PORT LUDLOW ASSOCIATES LLC PHONE: (360) 437-2101 BRENT SASSE 70 BREAKER LN PROJECT DESCRIPTIOI NSFR W/ Detached Garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,495 VALUATION 224,250.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: �ECRKAGE' 250 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Total: _ • 'i]SCN o�- j..�-/ L ERSON COUNTY• DEPARTMENT OF COMMUNITY DEVELOPMENT i s , L / 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.usicommunitydevelopment U ar.;o ✓1:;360.379.44501 Fax:360.379.4451 I Email:dcdna.co.jefferson.wa.us L_1 uildingEPpfr i ; tti% Develop -nt Consistency Review I Long Range Planning I Watershed Stewardship Resource Center DEVELOP M IIT -� s9 Master Permit , pp i • MLA: ML VD- Project Description(include separate sheets as necessary): New single family residence with detached single car garage � Tax Parcel Number: �PN "16 t, lo Z Property Size: CD C61.-44-1 (acres/e�cjilare fey) Site Address and/or Directions to Property: l`1I PPS S5-- PqJ P02 C A fEi b Property Owner(s)of Record: Port Ludlow Associates-Attn: Diane Smeland Telephone: 360 437-8342 Fax: 360 437-2522 email: dsmeland @portludlowassoclates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 Applicant/Agent(if different from owner): t02.0 LucLA.. C.1P fl - C-L1/4..k 0.1 LIB 360 437-8242 360 437-2522 email: cobrien @portludlowassociates.com Telephone: Fax: Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation RIBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) IR Single Family 8 Garage Attached/Detached ❑Conditional Use[C(a), C(d),or C)** ❑ Manufactured Home ❑ Modular ❑Discretionary'D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑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: Cliff OBrien DESIGNATION OF AGENT I hereby designate �� (//tJo act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE J- 0z "'v✓"u Date: 7—Zg—A/ 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 applicatio hat he or stie wants nor noti Signature:--V Date: 7-2 p°r* The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential lake"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-transferable responsibility for adh_er_ing_to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ..<''j'- Date: `-7. Zt2 'iLli 07/24/2013 • 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: Port Ludlow Associates, LLC ( 360)437-8342 ( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane,Port Ludlow,WA 98365 EMAIL: dsmeland @portludlowassociates.com CONTRACTOR'S LICENSE WAINS NUMBER: PORTLAL994L8 NUMBER ARCHITECT/ENGINEER: Union Studio/Michael J. Anderson PHONE ( 360)437-8342 FAX:( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane,Port Ludlow,WA 98365 EMAIL dsmeland @portludlowassociates.com Prgject Type: Fra,p a Type: Bathrooms: Shoreline: Type of Sewage Disposal: _.✓New 7.0ood Existing: 0 VSewer Addition Steel Proposed: 2 Bank = Community System -- Alteration/Remodel = Concrete Total: 2 Height: Individual System _ Repair Masonry SEP Permit# - Demolition Other: Bedrooms: Water Supply: Existing: 0 Setback: ❑ Private well = Two Party Type of Heat: Proposed: 2 Public Ductless Heat Pump Total: 2 Name of System: j Olympic Water&Sewer,Inc If this is a Commercial Proiect 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 Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace .nsert rehtO i evotS telleP i knaT retaW toH 1 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 t/1�� 1G�3 EH Bld App Review: 7`- Qt''). 2"Floor Heated 1, `[ {� Consistency Review: `1S f" F�1 Other Heated fl) Base fee: 1 0.103,.00 Mezzanine \IP Additional Section: 1 r„ '6 — Heated Basement f S IP1 Plan Check fee: Unheated Basement State Surcharge fee: )a Q 13 ‘PN Other Unheated t Pot Water Review fee: 1073 Garage/Carport fao SUBTOTAL Decks I� 911/Rd Approach fee: CJt7 1c i0 5, oSco Q Other CO \ 107 •.0 TOTAL: $.:��C. YD-L -8 0 -7c ',9) )Receipt Number: Cash/Check Number: ESTIMATED $gouiRED) Date: .Fair m tie of all labor an Is foundation to finish _ — �2Z`1 �- ,.`� Initials: (17/24/2(113 r • • 1EC -EMEn ,� ii N I '�, C -� i o JEFF RSON COUNTY r 1 DEPAf bMr NT OF COMMUNITY DEVELOPMENT JUL 2 9 2014 ii j l_/ 1 -1NT621 Shedd Street• Port Townsend • Washington 98368 ,,— JETTERON000�NTY 9s --- {C.3-4 0 . 360/379-4451 Fax �T rr r ,p" I`,I Y Dn/F(OP1",F^di 411 http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA t m`_ CY1 . (1). S 9 3 PROJECT/APPLICANT NAME: 1—..t. ^"■O•�r41, i?OW Li - .s }' .5 1(L) 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 • t acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet ..,`N(-t sq/fl 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. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to 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%acres or more of Construction site for structures C-1 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 0 sq/ft Circle: Yes CD Well, utilities,etc. 0 sq/ft Does the project convert 2'/ acres or more of native vegetation to pasture? Driveway, parking, roads, etc. (.&y3 sq/ft CI Circle: Yes Lawn, landscaping,etc. sq/ft IQ Other compacted surface,etc. O sq/ft Indicate Total Volumes of Proposed: �� Total Land Disturbance `C sq/ft Cut t--AN Fill N3 1/‘' (cu/yd) [over] stormwater calc worksheet-REV 2/20/2008 1 1 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 EXISTING Structures(all roof area) t1 Si sq/ft Structures(all roof area) 0 sq/ft Sidewalks 7.- 2_ sq/ft Sidewalks O sq/ft Patios 1S sq/ft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) /f Driveway, parking,roads,etc ca-ti sq/ft Driveway, parking, roads,etc C) sq/ft Other r� ) sq/ft Other sq/ft Total New 2 c.cU0'(2-(4.0 )1C6 sq/ft Total Existing C) sq/ft TOTAL NEW+TOTAL EXISTING* sglft This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: "Loci % Does the site have 35%or more of existing impervious surface? Circle: C� 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. 1 23-( ' (LAN WNER OR AUTHORIZED EPRESENTATIVE SIGNATURE) (DATE) y 74.'. 7 ST° s 42 ._ `7 v rY r 'i°.; ,s c-ms ,+T" -...k.,_-Wi- .�.,..,•-- -tr. , jf r� w :k `, Y��.r.i ,-..., -`i°,d- Ptti°c4: `w, -)O:.`t N..�x �w •x,-.._ Tr::: k. C": Stormwater calc worksheet-REV.2.20/2008 2 7/11/2014 93621 AM \,,SGS5ERVLRt RadleestedhAden■brendan LM1.iop\1∎0702 uK C1 NH r. _. CO n O TuawowER 18 ' v o I R% '11 s 0 2 a COATS -__ y .. ,.fix... __..� Ff �— \Ia m A '§ , / \ W a l . 'Al I L 'q . -S a _ e'B' a-r 1'1'\ < 3• \-Q__ 9.814! s'1 yr s'-6' ( z 8' q 'F+ £ a —i��_m to 3£ loo -- --/e jii - a p 1P:1 2 2 z 110' -sr- 110 a I I � II II ° 8 9 9 q In I d F :1- - - —_� y F W f 9 �1 u w N 4 , N 1 L x �� M 4. . ,i, \ \1'-8'S 7 1P S Y-IP (1'-6\ \ ITI B-!• 9'1' \ . 7 a 0' \ E'_p O V V (-) T = o r- c m Ifni u S A l o N z z a 0 g c° o 0 1S V 1V 5 4 f 37 P E s z r N� ■ E•6• E'-6 S II'-P 1V-C P-0' 0'.P Q ��----II `7 I I I I Inn' ,§ z Uuu a I R Y r O O O O 4. EGRESS I I 5 I ' I'Ll q ' ti D iv, ti_ ' I �n f IA q 9 h ° 3 \,\ \\y z rF I--- fl 6 T \/ g �F Fyn 4 Y £ q r M H D n`r 7' �' - a (aJ --fP w N J 9 �,—- riiraa i I q q A CD 9 ��� s ���� Iza W �IRIIqy'/'�' , e y j 9 1 1 I] A e J ti� . P �m II : ,a L , \ 1 pG' 1 . -1- ° m o q 2'.0• OVER. NOR z-0' L `..""'�� 'a r `F'I 9 O ' s I o rJ _ / f a . NF� � /a/ �t�.a. . JCnO yp�9�.�r�e, � � i - I<> ` q ip T� N6 F.1 r _� , I V w yy 9 7' pp1 0.E 4. 7'E A O q -LP' X92 0 II 9 § @@ 5 P W * - M u 1 ° V q netrs F r-EVr F v.r IFI El — —-— _—-———--.i,a y ^ 9 I w _ P-n•. 1.5 .':r'� a•.mlrs I.. w .I r] VI 6 rv�- r l y8 ppp Z F E . i9 m g R y \ I\ 3g i' n g g 9g, N ,/,,/ O I O 0,p Q Q Q 0 2 !g 1 1 5' a pgpg z 4. 1. 1� � � Fl E 1.T \ 7-C 0 A'S B'-B' ! - t'-E[ 7-I? s s \ 7.0 \ r, E ¢p 7'-S IT 6' E'-8'S-10• I'-i g 4 U" \ 1. \ �p 27-P 28-V e'-0' �o rn1 + �I 8 o G2 BAINBRIDGE / s z R r `4 m q KINGSTON m A Z 9 I'�. Qg 'P _ .. LUDLOW COVE 11 Fz ° '` h Frn S>i - '—I O z § ��. 193 PARADISE BAY ROAD A „! i C ,'7, 6 1 6 -1 O F.° PORT LUDLOW,WA 98365 E -o-g 17 Fg 6o g dl.. Z D = O • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /l et, 7(v OWNER FL/ ' JOB LOCATION S8 ,4 )CH R LA) Inspection of this structure has found the following violations: ! _6Nf OKC ��t L`IL�IZ eo VA-TAr oo_ I?G� Our 6',o - A 5--rE '_ SSrttncwf p,1Z., VEYIF1r DZYWELL,S pat=. IN THE"' Riati C LDCAT►©r.) You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. .�V��_/� Date gj 1717�i j Inspecto/ �% // D BUILDING/DIVfSION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • 0 Jefferson County Building Division Permit Number: BLD14-00276 Applicant: PORT LUDLOW ASSOCIATES LL( BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 1 * Erosion Control Foundation Footing 3 ( /� A 01-6-g Ra- 2 f),°--614,r nr', — F• ooting Drains VS/,5 /2L Foundation Stem Wall 17 /-1j(lt,r ��j 6 Underground Plumbing "] 1'J fA �! Under Floor Framing 011115 1 Straps(hold downs) I`) !6 Ext.Shear Wall Nailing 1_3z�_l - Rough-in Plumbing `1/`/T rk Framing r72-11`/S-- FA B• locking r A• irseal Ail( -L5 Insulation:Walls 2 H 7) v- R9 Insulation: Floors ) / / Insulation: Ceiling e2,/4 Al e / 1 T6 Int.Shear Wall Nailing 71x41 (rd; Wallboard Nailing J1?/i5 G• as Line: Interior N A Gas Line: Exterior PA eaw-T Vb0 firkS'i 8/ZObC Heat/Chimney Clearance S• moke&CO Drywell/Alt Drainage Two drywells per site plan-DWJ Address Posted 8j /5 r A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION 4'(Z. \6 FINAL INSPECTION'MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00276 1.) 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. 2.) The site plan as submitted with the Building Permit application on July 30, 2014(Plat not Finalled until November 24, 2014) 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 December 16, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This parcel is within a no shooting area per JCC 8.50. 4.) DWJ 11 tidemark\data\forms\F_BLD_Permit_Bldg.rpt 12/19/2014 . • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00276 Received Date: 7/30/2014 SITE ADDRESS: 58 ANCHOR LN. Issue Date 12/19/2014 Expiration Date 12/19/2015 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900002 Section: 17 Township: 28 N Range: 1 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2016 PROJECT DESCRIPTION: NSFR W/Attached Garage, no heat, no plumb Plat# SUB13-16 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,495 VALUATION 224,250.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GAGE 250 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,902.00 SRE 08/04/14 151299 Exist: 0 Exist: 0 Plan Check $1,236.30 SRE 08/04/14 151299 Prop: 2 Prop: 2 State Building Code $4.50 SRE 08/04/14 151299 Total: 2 Total: 2 Potable Water Application $67.00 SRE 08/04/14 151299 Total: $3,209.80 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