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HomeMy WebLinkAboutBLD2014-00277 1LDING PERMIT APPLICA. MReview 0 005593 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00277 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: Block: Lot: PARCEL NUMBER: 968800102 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: PHONE: PROJECT DESCRIPTIOI NSFR with Attached Garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,274 VALUATION 327,450.00 ADD'L: 909 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 482 CONST TYPE: SETBACK: DECK: 144 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: u *Awed M Exist: 0 Exist: 0 Prop: 4 Prop: 3 38 Total: 4 Total: 3 Routing Date: It) Type Amount Paid By: Date: Receipt: Approved/Date State Building Code $0.00 SRE 07/30/14 APPROVED Potable Water Application $0.00 SRE 07/30/14 /� Permit $0.00 SRE 07/30/14 DEC 19 2014 Plan Check $0.00 SRE 07/30/14 Total: $0.00 Jefferson County DCD \\tidemark\data\forms\F RI n Ann Rini rot 7Iznian1n ors"" rf. DEPARTMENT OF COMMUNITY DEVELOPMENT r_ J ;, 621 Sheridan street,Port Townsend,\' -'t 98368 `' TeL 360.379.4450 I Fax:360.379.4451 Web:www.co.jeffcrson.wa.us/communitrdevelopment f-5�. 0 E-mail:dcd( co.icffcrson.wa.us fft\G� CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00277 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 SITE ADDRESS: 351 ANCHOR LN. Issue Date: 12/19/2014 Final Date: 9/10/2015 SUBDIVISION: 9689-LUDLOW COVE DIVISION 2 Block: Lot: PARCEL NUMBER: 968900038 Section: 17 Township: 28 N Range: 1 E PROJECT DESCRIPTION: NSFR with Attached Garage 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 &______ THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/10/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 9/10/2015 ���*e%) 1%%h 1'1.'4,6+ 3 LUDLOW COVE 211• •% jf3 $ 71‘ I , PLOT PLAN - LI. • APPROVED I SITE PLAN •, FOOTING DRAIN .7 4'"0 DRY WELL DEC 1 0. 2014 PER DOE STORM °� MANUAL FIGURE 3.1.4 JEFF COUNTY N 87'58'14" E N 2'' E (, \ `� 8.99' a 55 � SIGN I 1 � :• � ,! ' = 20' / 5' BSBL I 0 10 20 ' e•' ``�`, Z LUDLOW COVE 2 - LOT 38 PATIO tL PARCEL NO.: 968800102 5' BSBL it S6, ADDRESS: ' \�' , AREAS /I9.1';;'- 38 ' LOT SIZE 6379 S.F. \ p FOOTPRINT 1,797 S.F. HOUSE GARAGE 8 co \ w co ` oo I • ,, / ` 0 • 24.5' --''' �.� � ' PATH 'P-ORON AIN N - '/ ' � '�8' PARKING -' ♦ BSBL • PAIN re PARKING N 66'03'40" E i .41' — — — 4=20'24'48" -- �' CALIFORNIA DRIVEWAY R=188.00' '�,� j 20' EASEMENT \ �/7 •"" 1 L---. n. 18 .7014 If ANCHOR LANE LUDLOW COVE 2 I OCT. 31 , 2014 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, INC. SCALE: 1" =20' PLAN: WATERFRONT LOT: 38 JOB#965-013-007 DRAWN BY: ER MICNAEL 1.ANDERSON �S I - Civil Engineer a Land Surveyor j� ciV Opp i 330 nCleveland 8368 Port Townsend,WA 98368 --IrNA'S * f ron des[ - 12zi +Dicl DATE: January 2, 2015 p ad T"hes TO: Jefferson Count � _^ Attention: I bid u l O u3 dad- FROM: Michael J. And (t uj l� PE&PLS ac-rua.[t C, a C 09% ■6- 10LA Ca t.a LA- u r 4- prou ic[ec{ — SUBJECT: Ludlow Cove P BLD14 - 0027i APN 988 800 102 Attached is a revised copy of the Sheet S104 wherein the Typical Perimeter Foundation detail has been changed to the prescriptive 16"x 8"footing and 8" stem wall with 2—No. 4 bars continuous in the footing. The key option has also been deleted. It is hereby requested that this change be approved and this plan substituted into the approved set. Please indicate if you need any additional information to complete your review. Attachments: 1 c: Port Ludlow Associates, Owner JAN - 52015 iF ID e 4.45°N' COG. Jefferson County Community Development Inv# 14-143 w e 621 Sheridan Port Townsend,WA 98368 s sttrN�� -°� (360)385-4450 MilhtlICV irk 111F ‘1110 4II: • • Jame: Port Ludlow Associates LLC Date: 11/18/2014 Address: 70 Breaker Lane City: Port Ludlow WA 98365 MLA: BKLD14-00277 Phone: r m Case: r DATE DESCRIPTION OF SERVICES QTY UNIT PRICE TOTAL 11/18/14 Revision Plan Check 1 76.00 $ 76.00 11/18/14 Revision Permit Tech 1 76.00 $ 76.00 11/18/14 Revision Water/E/H review 158.00 $ 158.00 11/18/14 Revision DRD/Planner 2 76.00 $ 152.00 $ - $ $ $ - TOTAL: 4 $ 462.00 *****PLEASE PAY FROM INVOICE***** Submitted By: Make Check Payable to: Name: [Jodi Adams Jefferson County Community Development Title: [Office Coordinator I 621 Sheridan Port Townsend,WA 98368 Date: 1 11/18/2014 ` • Sally Ellis From: Sally Ellis .ent: Tuesday, November 18, 2014 3:07 PM o: 'Cliff O'Brien' Subject: Invoice for BLD14-277 Revision Attachments: 14-143- PLA BLD14-277.xlsx Good Afternoon Cliff Attached is the invoice for the revision to BLD14-277 moving project from lot 3 to lot 38. If you have any questions please feel free to contact me. Thank you Sally L Ellis Jefferson County Colntnunity Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs 9am-4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellisC co.jefferson.wa.us http://www.co.jefferson.wa.us • ...e ,„, „h 4 „,.,,,,,,V • 1 e,YSON L°o,� JEFFERSON COUNTY !9, ` DEPARTMENT OF COMMUNITY DEVELOPMENT /`5HI NG' ate: `1 q Time Received: ,, 542 a ile Mon. Tue. Wed. Fri. Date: '10 LD: Ili` .2'2 7 Contact Name: Contact Number: 360 g4i )caner: aLA f 206 1ddress: -R ( /xN c ✓° LA Dotes: Foundation Plumbing Framing Propane Tank Mechanical ground Furance Setbacks Under-ground Framing Under g Gas Footing Rough In Air Seal Above ground Stemwall Hydronic Exterior shear Exterior lines Oil Interior lines Ducts Straps Hot Water Htr Interior shear Appliance Post Hole Ventilation Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 4---;ON JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT S 'N :V Mon. Tue. Thur. Fri. )ate: q g Time Received: / L. Lf Z a '� I -4-9 Date: 3LD: / ! - a? 7 Contact Name: Dwner: PtA- Contact Number: 360 3O( D-70‘,/ // Address: 3.0 .7 /¢P✓Uno✓ 206 Notes: Framing Foundation Plumbing g Propane Tank Mechanical Framing Under ground Furance Setbacks Under ground g Gas Footing Rough In Air Seal Above ground Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Appliance Post Hole Ventilation Underfloor Gas/Wood stove Man-Homes Insulation \ Final Inspection x Setbacks Floor Foundation Wall Address Posted 4SON r, u�� o�� JEFFERSON COUNTY �~ DEPARTMENT OF COMMUNITY DEVELOPMENT HING2 Date: Lf- /7 Time Received: 1/ `( /pm Nylon: Tue. Wed. Thur. Fri. Date: {/- 2 <. BLD: t4+-0\,7 7 Contact Name: Owner: %;_ Contact Number: 360 _/_ e ',_3 Address: J_. I ft-Yc-kLr' t43 206 Notes: ( -lKp r ' 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 4Ff- ON °Oo JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT s o °� Date: 4 /5 Time Received: � a-rnjIpm Mon. Ti.e Wed. Thur. Fri. Date: iit=Jc/ BLD: Lt—t— A7 7 7 Contact Name: Owner: F l_.-/, Contact Number: 360 30/3(71 Address: ttplikor 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 \i( Address Posted Block&Tile Ceiling ' p=vim C aw b6y JEFFERSON COUNTY -21 ,, DEPARTMENT OF COMMUNITY DEVELOPMENT : Date: /I D Time Received: call pm Mon. Tue. Wed. . Fri. Date: '1 BLD: I if- ?.77 Contact Name: Owner: Contact Number: 360 r77 /g3, 3 Address: 3,---1 /1- er /_/) 206 Notes: i 5 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Underground Furance Footing Rough In Air Seal 'y.. 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 1 Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling /(c �O� JEFFERSON COUNTY ,,,,:„_,,,,,,,,,,,c DEPARTMENT OF COMMUNITY DEVELOPMENT Date: —t7....---Time Received: 9 '3 ( arc m Mon. Tue. Wed. Thur cip Date: BLD: (d-- 7 - Contact Name: Owner: 1P lam! ," Contact Number: 360 C� Address: �� ��� 71--�L(,01 L!� 206 Notes: 1"" 0 7 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 g,w°'S"'` °'N_ JEFFERSON COUNTY ril DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 9„. °j Time Received: ,Ct and/pm Mon. Tue. Wed. Thur. 4 Date: l—(Q BLD: ICf-),77 Contact Name: Owner: PLyA Contact Number: 360 3ei 3 cm Address: ?jr I Pt AJg Az.it- L-- ■ 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� efj °cam JEFFERSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT l'rHfVG'tG$ Date: k23 Time Received: l2 , Q am/g or Tue. Wed. Thur. Fri. Date: t -° BLD: l4(- 271 Contact Name: Owner: 9I--k Contact Number: 360 61- 0 Address: 2S—"( PriA el40e. _, G't,,\ 206 Notes: ✓ (jj-4O 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�0�SO^ cGG �i, JEFFERSON COUNTY 4ro2 DEPARTMENT OF COMMUNITY DEVELOPMENT l' Date: N Z-Time Received: (0, (DTI Pm Mon. Tue. Wed. Thur. 0 Date: ( -.9-5 BLD: Kr — 2..77 Contact Name: Owner: 12 Contact Number: 360 Sat � Address: 2 c7 o � " 1 Cen 206 Notes: i �- �dk t ,- Foundation Plumbing &Cs-4 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 ,45(1'' c'b. JEFFERSON COUNTY PI D 7 EPARTMENT OF COMMUNITY DEVELOPMENT - )ate: 1,4 Time Received: 7-:c%j am/0 Mon. Tue. Wed. Fri. Date: 3LD: 14 - UDi77 Contact Name: Zat3 )caner: PLA Contact Number: 360 yo,.- 3697 address: L;, 3F--> 35/ ielAzfriog. L. 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 I «5°" co& JEFFERSON COUNTY � L ` DEPARTMENT OF COMMUNITY DEVELOPMENT .f7f 1 ASH r rGT �l 11� Tue. Wed. Thur. r )ate: 31 Time Received: 2-:�e am m Date: r I f 05 l < Z77 Contact Name: 'Rob )w Contact Number: 360 3a - 3447 owner: ��-� 3 51 Abi l°C L,J 360 \ddress: i-err * 36 Notes: Foundation Plumbing Framing Propane Tank Mechanical Framing Under ground Furance Setbacks Under ground Gas Rough In Air Seal Above ground Footing _ Exterior lines Oil Hydronic Exterior shear Ste Strap Interior lines Ducts Hot Water Htr Interior shear Straps Appliance Post Hole Ventilation Underfloor Gas/Wood stove Insulation Man-Homes Final Inspection Floor Setbacks Wall Address Posted Foundation Ceiling Block&Tile 4.sicto ‘Vitimeekkves •frail 143443 Pip Lof 1 38 LUDLOW COVE 2 PLOT PLAN - LOT 38 FOOTING DRAIN 4"0 DRY WELL PER DOE STORM MANUAL FIGURE ' ' n 3.1.4 e 'CI Al�� N 87'58'14" E , , \ SCALL: 1" = 20' 8.99' 65 55 .�,1g. • 5' BSBL ■ 0 10 20 /1 ®' - ,• 2 LUDLOW COVE 2 - LOT 38 PATIO a �\ r-D LA. PARCEL NO.: 968800102 5' BSBL J ADDRESS: •10 1 AREAS I9.1 ' ;' 38 \, '' LOT SIZE 6379 S.F. `, %, 0 FOOTPRINT 1,787 S.F. HOUSE GARAGE `d co \ 11‘ g3 `n ' nn nn rn s ° -\C,'' iii\tiiik �.� , • ,� PATH �4 z 24.5' N 1 03 t -/ % 8' PARKIN - 'i 1 N 11 20' 0 BSBL It ..4 __11• � ::..PATH • /_ 111*---- I PARKING N 66'03'40' E 25.41' P — — — A=20'24'48" / / CALIFORNIA DRIVEWAY R=188.00' '/-' j 8, �, 20' EASEMENT/' 1 �r-_ r Nny 1 8 2014 :1 1 ••1 ANCHOR LANE , „, „r7nr1rr LUDLOW COVE 2 I OCT. 31 , 2014 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, INC. SCALE: 1" =20' PLAN: WATERFRONT LOT: 38 JOB#965-013-007 DRAWN BY: ER • 0 f� yy` V Simple Heating System Size: Washington State t S( t to '8 I This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Ener Code EC)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 38-Chimicum(H3)Garage Right Waterfront Port Ludlow Associates LLC Ludlow Cove Phase 2 Cliff Obrien 360-437-8242 Heating System Type: C) All Other Systems 0Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) — PortTowrssend AT=Indoor(70 degrees)-Outdoor Design Term'—', f � ^ a Area Building � Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,183 ! verage Ceiling Height Conditioned Volume NOV N 1 8 '' Instructions Average Ceiling Height(ft) 9.0 19,647 Glazing and Doors U-Factor X Area = UA Instruc 0.30 460 138.00 Skylights U-Factor X Area = UA Instructions 0.50 0 — Insulation Attic U-Factor X Area = UA instructions R-99 0.026 909 23.63 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-30 vented 0.027 r 0 Above Grade Walls(see Figurer) U-Factor X Area UA Instructions -- -- -`�` LR_i Intermediate �� 0.056 3,047 170.63 Floors U-Factor X Area UA Instructions — 0.025 1,274 31.85 R-38 ' Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions 1. 0 No Below Glade Calls h.this goect . -- --' Slab Below Grade(see Figure 1.1 F-Factor X Length UA srocLors ill No Slab Below Grade in this pro}ect. V 0 Slab on Grade(see Figure 1) - F-Factor X Length UA Instructions 0 0 tic Slab on Grade in this project. --" Location of Ducts Instructions Duct Leakage Coefficient NO G fls • _... _ 1.00 Sum of UA 364.12 Envelope Heat Load 16,385 Btu/Hour Figure 1. Sum of UAX dT — Air Leakage Heat Load 9,548 Btu/Hour VolumeX 0.6 XOTX.016 Above Grade Building Design Heat Load 25,934 Btu/Hour , Air Leakage+Envelope Heat Loss Building and Duct Heat Load 25,934 Btu/Hour Ducts in unconditioned space.Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 32,417 Btu/Hour Building and Duct Heat Loss X 1.90 for Forced Air Furnace Building and Duct Heel Loss X 1.25 for Heat Pump (07/01/13) 2012 Washington State EnergSde: UA Alternative Worksheet, Type R-•ccupancies Zero_Energy Plans Version Lot 38 -Chimicum (H3) Garage Right Waterfront 4oliSte:n 1lb/ 14 Ludlow Cove Phase 2 �r Port Ludlow Associates LLC i i r r� 1 - 70 Breaker Lane . Port Ludlow, WA 98365 360-437-8242 `�'0V 1 8 2014 / i / Contact: Cliff Obrien _ • 3 ' �%UIVTY� - 11lP,DEVFIOpATUT Conditioned Floor Area 2,183 Conditioned Building Volume 19647 Weather Station Pon Townsend V Component Performance, R-3 occupancies Code Target Values Area UA Area UA Doors U = 0.300 60 18 60 10 Overhead Glazing U = 0.500 0 0 0 0 Vertical Glazing U = 0.300 327 98 400 104 • Flat/Vaulted Ceilings U = 0.026 909 24 909 25 Wall (above grade) U = 0.056 3,119 175 3,047 174 • Floors U = 0.029 1,274 37 1,274 32 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 351 Proposed UA Total 344 Target Credits from Table 406.2 1.5 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 3 ° 6 8 20 5 Therma Tru Smooth Star V Custom 0.14 _ 2 3 ° 6 8 40 6 V Custom 0.00 0 0 v Custom 0.00 . 0 0 I V Custom 0.00 0 0 v 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) 11/3/2014 1 of 6 2012 Washington State Energlide: UA Alternative Worksheet, Type R-ccupancies Sum of Area and UA 601 10 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 01 Sum of Area and UA 0 0 II Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 11/3/2014 2 of 6 2012 Washington State EnergSde: UA Alternative Worksheet, Type R--•ccupancies Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA PlyGem 200 Series Single Hung HP2+ ' 0 0.26 15 2 8 5 6 220 57 PlyGem 200 Series Single Hung HP2+ iv 0 0.26 7 2 8 5 2 96 25 PlyGem 200 Series Single Hung HP2+ V 0 0.26 6 2 8 4 4 69 18 PlyGem 200 Series Fixed HP2+ V 0 0.26 2 2 8 2, 6 14 4 V 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 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 V 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 IF 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 V 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 0 0.00 0 0 V 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) 11/3/2014 3 of 6 2012 Washington State Energade: UA Alternative Worksheet, Type R- ccupancies • 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 • ', 0 0.00 0 0 Sum of Area and UA 400 104 Glazing Area Weighted U 0.260 Flat/Vaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R49 blown Attic STD baffled • 10-7 0.027 909 25 • . Custom 0.000 0 • Custom 0.000 0 • Custom 0.000 0 Sum of Area and UA 909 25 Walls (Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap • 10-5 0.057 3,047 174 • Custom 0.000 0 0 • Custom 0.000 0 0 • Custom 0.000 0 0 Sum of Area and UA 3,047 174 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc • 10-3 0.025 1,274 32 • 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) 11/3/2014 4 of 6 2012 Washington State Energ}ade: UA Alternative Worksheet, Type R-Iccupancies v 0 0.000 0 Sum of Area and UA 1,274 32 Slab on Grade (less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA v Custom 0.000 0 V 0 0.000 0 ■ 0 0.000 0 V 0 0.000 0 Sum of Area and UA 0 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA 0 0.000 0.0 0.000 0 V 0 0.000 0.0 0.000 0 V 0 0.000 0.0 0.000 0 v , 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) 11/3/2014 5 of 6 2012 Washington State Energde: UA Alternative Worksheet, Type R•ccupancies Table R406.2 Summary Opt. Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 _ ❑ 1c Efficient Building Envelope lc 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 to _ 0 to 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 B 0.5 5b Efficient Water Heating 1.5 _ ❑ 6 Renewable Electric Energy 0.5 3448 'kWh ❑ Total Credits 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) 11/3/2014 6 of 6 I I 1______J I I I , , — v,it I ; 7/ ,, .e oi, g; 1 I I I ■... o — - — - —I — _I _ __i_ - 11 h I 0 / 13 1 1 1 1 I I i 0„ vis I I —o o=go : % /' g e ." MASTER Z-4 P1 OA ,'. V.,.; 'OA gA • 0 i = ' / 0 H11 B• 4 BEDROOM AM = i n= cE°N ‘ ) • CASED A403 ------\ • 6s '' OPENING I 41 k 17 -10" • 3'-0"z 7'-0" 6 -1 112" 4'-8 112" 10'-10" , ,, , r- ■ C/SD EMAIL A4 7-11T 6'-8" 0 1 36'DIRECT-VENT zo— V r,,";,,- /f4 g r; 108 5 OPTIONAL • ' ---- ,,,,,.# DBL ROD vf ;(F 0',We/OW,,/,''s.IWO'40",,,""VP• ,,,,,,,,,,,,,,a, r, 1c. GAS FIREPLACE, :/o,d7 &SHELF T \ I Ili ° BUILT-IN DESK 0, -- _ _ ,, COORD.FRAMING - K t7, 77 V I I 1..1_,! LIVING . 1 SPECIFICATIONS mi .! fo i:;, ,. / : - Y, FRAMELESS P' I 104 I I i ,1 z. Es-1 WALL MIRR II I I 8'2 4 0 11 s. u— 0 1 ro i_ e:,,,,,w,,,,4 LAUNDRY 107 1 111 1 -.6'1,- 1 o.,Z x <L-I. ,% II I 1 W I C I L i)25■2 '; I I 1 110B 6. ,/ n w r., hil■wi MMMMMA1M,MM 2 4'.6 8" 4 g , in BATH , _. 110 — `''' =.: R ci , „, ---...y.,.........34.10x:s. '1 r, 5,4 Z `.? — TOILET 0 'T I b •— 0 — — /0 W., M 7 110A :',0 DEIL ROT/— — 5 EN •••• 'A &SHELF • PIXIMAM‘..40'MT;OM%re.MM7;,,M,1,M-MmA,M111M M ..1 1,MW000,q,40/C/A%„; '4'Wi'9ii4g.;7ibM6AggZ.0".k9daigelaXatiZAA f4 P/" ' " ' I - --- 'C''NM 0 9 0 18 1 2 kg, 1 AN18 C I _ _ _ 12 09:1 MUD ...,1. , 1. BBC 0 816 _I 0.; 0_ •TCLuIllx1 106 I 0' 1 a — 0 CI-c:. oti, T O.SLAB GARAGE ,,. 4 iN ‘F ELEV=24'-0" .5; -,1 c° M4 ,- f-1- , . III COORD.RISERS 41 or, 11 _I or, , DW • KITCHEN b\ DINING N 0' .405,MM,M,',M1 ;0111! •■■•■1 .0 r, I ez, , of. al ,,, , . IN FIELD ,, I P.R. :7 ' I , 103 z•-) 102 o — — — — , sB34 V ANN, 105 GARAGE % IWI' Ve 'so 1 m je 3'-0" \\_. g 001 1 0 m A p / --F- J 36"H ISLAND rz4 /,.or,,,e0sTerAr 77.".;mapmen v b V I 1 ' . .8 T I__ '/ '-'', 'I Z`...± ICISDI- 01 Ye, 1 M17MMS coATS III ,,,,, 5'2,1 , ift,\ IF 330 R36 g ?...- 8"---7 I— • //;" 4 \ '; 'in I 101B I 1 10 A ,,::: — — I / Alkr r I —1 P _ I / , FM 1--1- IICA — a, as 0.0 00,e; 18"x24"CRAWLSP,IkCE I V, i I 7A4 6-5114" 11 314" , ACCESS HATCH III ';',1 o;'. _ 0 I I O i'/// 16 R @ ',4 ,r0 , ,.." UP I zo TREAD= 10" ,;z5 PO ce I I 4 SITTING 0-rzn:Mot=24.74* I I ea .<4.• • A 101 i - 411:11111 1 FN 111 i' eigiiC; 9'-0"■8'-0" 0 40s4wa. 17660R---- „ , 4i. I 017191RE7 _ . • wg . 7, 10 1 I . u.. „ . , , -0, ili 7111=05/, - ,.%§, LI 1 3'-3" 1'-10"k 3'-0" j4, 1'-10" 4'-2" I 3'-11" 2'-8" 2'-10" 6'-6" 6'-6" / / K / / 5_ 4. 4. 2'-0" I 3'-3" 6'-8" 8'-1" 5'-6" 13' 0" 3'-0" / / _12 / 0 FRONT PORCH ',AI ibir----;1 il___7---___-- — 0 is A re a _--- PIP NEWEL &RAIL P2 r-0. 1 r"3 I L-, Lik = I Z ---- I >31 -•■•••• ,L> _.:. 14'-10" 1'-0" ,, j" KJ 1111.1 ' / e3 - 1- c_ o :::1 C A201A , 1 , L______I , 1 23, =": co ■2 C3 _ •301. \ SV all 1 --I 4-. --__I „ I-WATERFRONT 4 5 Ir .. 3J A 16'-0" 8'-0" 8'-0" D 1 r- 1 ---7— 04 ;Ai 18'-0" 6' 0" 0., 3' 0.. 6' 0.. 0 0 0 _J >--__: -.r;a —a `------ .. t..' /. �i i .4�/ EGRESS „. 77 -.a r ATTIC (UNFINISHED) BEDROOM 3 N L2031 ' 5-1 8,-011 h -51/2" 0:4;5; 0. Y I ATTIC ACCESS FO,M1 " I NA drO, A I I N crx�� 4' � aB U - ROD s CLOS. `^I SHELF iRoos — — 203A 7'/ 1204A I 2'-,O"•6'-8"VA SHELF F"Z&F,/, .Y.," A99 ; . W,":9 AZ G p 90.07:074.f04: „ 4'•4 3/4 . • LINENS `y _ UN �'4'-4314" 2' 0" 1'-11" I- 2'-3" 3' 1 1/2" 2'-10 1/2" / 8' 113(4" O X HALL - BONUS SUBFLOOR > 11 W BATH SU� BFLODR 1 200 I " ° 8'-10 3/4" OD 10'-1 3/4" ���� !00 N n OPTIONAL ko !„ 0N 5' a vr' o BONUS ROOM VI !, �� ."- . r° ' 1& `N iLL 4'-91/2" ( 3'i g� 4' 9112„ I II' L___''a I P PA N BEDROOM2 t-4 04 o 1 201 I ° id I gi W'\ d o N -D J �' EGRESS I 07 i' .. I- I_■ • _• O O O . 2'_2" 2'-2" w 2 3'-6" I 3'.0" 3,-0„ 3'-6" '- 4,-4., 4�-4" 4'-51/4" f q. 2'-6" 2'-6.. 13' 0" ?( �� ROOF BELOW - �_ I T_ rI r� r_Jr� uLJ IiL- LJ a NOV 1 8 2014 ITV Alak m j IF. _ lcoc•• JEORESQN COUNTY 301 '°L OF COMMUNITY DEVELOPMENT /C3\ A n n 4 A e.14)*or\ ki IV I LI • 4i ON co6� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 I ctO S NG htt0/Nwww.co.efferrson.a.us/ommdevelo ment/ / nni n P 1 P N,n 1 8 ;11H Stormwater Calculation Worksheet MLA# (.5-1 • 1 PROJECT/APPLICANT NAME: �Ow� ! rk•-• \ 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 . 1i L acres -7 �± An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet Co. J 1 I 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: Does the project convert%acres or more of Construction site for structures e.c,-S7 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 3 sq/ft Circle: Yes No Well, utilities,etc. 6 sq/ft Does the project convert 2 Yz acres or more of native vegetation to pasture? Driveway, parking,roads,etc. sq/ft Circle: Yes No Lawn, landscaping, etc. U sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance U sq/ft Cut C Fill C) (cu/yd) [over] stormwater calc worksheet—REV.2120/2008 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) t sq/ft Structures(all roof area) sq/ft Sidewalks 0 sq/ft Sidewalks sq/fl Patios 0 sq/ft Patios CD sq/fl Solid Decks sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway,parking, roads, etc �r� sq/ft Other 0 sq/ft Other lJ sq/ft Total New �c C> sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* l'- 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: 7...9 % 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. LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) �,�.�s�._,._ .4_' _ .w'isa� -r ss�rl x S Y.,.ev'e MMtP'4. � ._. stormwater talc worksheet—REV.2/2012008 2 r , IlkUILDING PERMIT APPLICA•N MLA07-00593 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00277 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: Block: Lot: PARCEL NUMBER: 968800102 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: PHONE: PROJECT DESCRIPTIOP NSFR with Attached Garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,274 VALUATION 327,450.00 ADD'L: 909 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: GARAGE: 482 SHORELINE: CONST TYPE: DECK: ( SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 4 Prop: 3 Total: 4 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date State Building Code $0.00 SRE 07/30/14 Potable Water Application $0.00 SRE 07/30/14 Permit $0.00 SRE 07/30/14 Plan Check $0.00 SRE 07/30/14 Total: $0.00 \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/30/2014 RS ON C, • •' o°ti JEFFERSON COUNTY .<1 DEPARTMENT OF COMMUNITY DEVELOPMENT $ 621 Sheridan Street I Port Townsend,WA 983681 Web:www.cojefferspn.wa.us/communitydevelopment " 'I NG- Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdOco.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: \A _I 7 .00 3 Project Description (include separate sheets as necessary): Saw i 4- o°Org. New single family residence with attached two car garage Tax Parcel Number. �* ` i t> ,pZ Property Size: bLZ ' (acres/square feet) Site Address and/or Directions to Property: Property Owner(s) Ludlow Associates-Attn: Diane Smeland r(s)of Record: Port L u Telephone: 360 437-8342 Fax: 360 437-2522 email: dsmelandQportludlowassociates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 96365 ApplicantiAgent(if different from owner): VOILA' WM-0W Pt%Soc-t iAT€' - C1/4.-terC-O'Q2 4E.r. Telephone: 360 437-8242 Fax: 360 437-2522 email: cobrien @portludlowassociates.com 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 Stew; • "ip r F. I \ F ❑ Demolition Permit ❑Variance(Minor, M.j• l= OA••.t •NIA 8 Single Family lil Garage Attached/Detached ❑Conditional Use[CO • •i,or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or ed Use Classification ❑ Commercial* ❑Special Use(Essen i. • •lic Faes)2'- 2014 ❑ Change of Use ❑ Boundary Line Adju.1 e t ❑ Address ❑ Road Approach ❑Short Plat** 1 ' ❑Home Business ❑Cottage Industry ❑ Binding Site Plan** JEFFERSON COUNTY ❑ Propane ❑ Long Plat** /pk 1 ** ❑Sign ❑ Planned Rural Resi•eptiahl5ist oRent .. •• • ❑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** O 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 ." .�`.- r, EAd A.' . ./ Date: 7 2-8-6/ By signing this application form,the owner/agent attests hat 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 i time of the applicatio ha),he or she w ts prior otice. �� per,` Signature: dtti�e/ Date: `0 w 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 r onsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer signs and dates it below. � Signature: � _� — Date: -7 r " 1 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 dsme land @portludlowassociates.com Project Type: Fame Type: Bathrooms: Shoreline: Typo of Sewage Disposal: New er Wood Existing: 0 "8ewer Addition ❑ Steel Proposed: 2•S Bank 1 Community System Alteration/Remodel ❑ Concrete Total: = Height: I Individual System ❑ Repair ❑ Masonry SEP Permit# u Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: 1 gtryate well C Two Party Type of Heat: Proposed: Public Ductless Heat Pump Total: 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 insert 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 12:14 1 ybEH Bld App Review: gil p. 2"°Floor Heated �( I� ot531P Consistency Review: ` �;c.a Other Heated _ `'A Base fee: /1,/ '3.p0 Mezzanine �IA Additional Section: of `O+vG` o Heated Basement _() A Plan Check fee: I ,1Olyl • q- Unheated Basement f("`w State Surcharge fee: Lk,sV Other Unheated IN 1f�'' Pot Water Review fee: O W Garage/Carport f (I" Z P3,112.01° SUBTOTAL 4n tes,�`i1 Decks `t'(I 1i t 901(0)2P Approach fee: ^^( . Vt) 7� Other —1"1 Iv1 ^� TOTAL: $� {} `(� .�U ( c371 . 7T ceipt Number: 15I Cash/Check Number: \IS 1 I ESTIMATED COST(REQUIRED) Date: ©i i"l 1) 10 .Fair market value of all labor and materials foundation to finish '-0-1.41 C--° Initials: (C 07/24/2013 Port Ludlow Associates, LLC DATE INVOICE NO DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 7-29-14 6830 LOT 3 BLDG PERMIT 4914 .40 . 00 4914 .40 t Ch C,Ks JEFDCDOO JEFFERSON COUNTY DCD CHECK 7-30-14 NUMBER 9508 TOTAL> 4914 .40 . 00 4914 .40 PLEASE DETACH AND RETAIN FOR YOUR RECORDS JEFFERSON COUNTY DC No. 151300 DATE Z' /`"1 I RECEIVED FROM Tt) P� Lo LL.t__, DESCRIPTION BARS# AMOUNT VZI CURRENCY �N Co0/ ac)B COIN ply lie- L.Q (nd. .3- 00 bi- I CHECK. SCCtin tCI ilS Plc / -cg 2 ski 4 -o o QC� 42_0 c) Lo 00 m �N 1-F-0 v C) iii Prt aa�� vO RECEIVED BY .Q1t1 3 TOTAL 1-1611L1 Ai () Op Front Parcel Review • ALA o7-DoS53 Parcel 968800102 i? ' )q— 02_77 Printed: August 8, 2014 ?5 PORT LUDLOW ASSOCIATES LLC Site Address(es): 70 BREAKER LN 193 PARADISE BAY RD PORT LUDLOW, WA 98365 PORT LUDLOW, WA 98365-9766 T '1 Ei l : / {i '0 Z 0 36 Parcel Number: gtailletra S-T-R: 17-28N-1E L Total Acreage 15 Legal Description LUDLOW COVE DIVISION I 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: ,tq _5r y 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 114 map) [ ] Legal Access to Property YyFS— NO ae61 [ ] Parcel Tags or Scanned Documents YES I NO [ ] ESA's: Special Reports Ne YES NO [ ] Designated Ag YES N� [ ] Shoreline Designation: YES NS:1 - [ ] Shoreline Slope Stability:JF S— NO 5S0_ Stream Type:YES lD- FWHCA: YES Wetlands: YES _TlD- Rare Plants:YES Seismic: -YES- JD— Landslide: YES Flood: YES • Erosion: YES T�-- Aquifer Recharge Area:Yi�.NO SIPZ: none At Risk High Risk Coastal CMZ: no High Risk Moderate RiskDiscoe d CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES 1 !� Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES Nye [ ] Agricultural Lands: YES 1D-- [ ] Archaeology: YES — [ ] No Shooting Zone: Y NO mv2� L [ ] Stormwater: New Impervious Surface Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Rec1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES r MRL YES Nc? Forest Lands YES NO [ ] Landscaping Required: Yes I,ln- [ ] Parking Spaces Required NO Other I- 1 Building Height: 35' UBC Standard [ ] Impervious Surface coveragwrcentage: 3'7 %, Resource Lands&Public: 10% Rural Residential: 25% Rural IndustilPer UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage: 60%in Rural Industrial Lands only [ ] Total Building (s) Size: / 7 RVC:20,000 SF CC:5,000 SF I�-7 C:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: 2,0 Left Side: f Right Side: 5 Rear: Shoreline Setback: -- LSHA Setback: -- [ ] Road Classification: ay.,n r (A.. &&..e) r-toi CXGCrw ( 1..ccC Rte() Road Approach: EXISTING NO"f Q-) RAP [ ] SEPA Required: YES EX [ ] Flood Certificate: NJ,, [ ] Existing Case(s) &Condition(s): Violations: Yes [ ] 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 I Q- 1ubmitted: YES N�- [ ] UGA No Protest Agreement YES Nf -submitted: YES [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A 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 mla07-593 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 UNI I I IMESHARE RESORT DECKS/UNHEATED 9573 SQ FT- PLAN CHECK ONLY BLD05-00501 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#3 24 UNITS OF 119 UNI I"TIMESHARE 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 UNI I I 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 1 1 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 UNIT TIME SHARE RESORT DECKS/UNHEATED 3335 SQ FT- PLAN CHECK ONLY \\tidemark\data\forms\R_Parcel_CRMIA.rpt 8/8/2014 Page 2 of 6 IUILDING PERMIT APPLICAT ON MLA07-00593 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00277 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 SUBDIVISION: q 6 1 Q 663 FF 9688 Block: Lot: PARCEL NUMBER: 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: PHONE: PROJECT DESCRIPTION NSFR with Attached Garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,274 VALUATION 327,450.00 ADD'L: 909 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECKLE 144 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 4 Prop: 3 Total: 4 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date State Building Code $0.00 SRE 07/30/14 Potable Water Application $0.00 SRE 07/30/14 Permit $0.00 SRE 07/30/14 Plan Check $0.00 SRE 07/30/14 Total: $0.00 1l tidemark\data\forms\F_BLD_App_Bld.rpt 7/30/2014 • • ' c°y JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT i-c ? 621 Sheridan Street I Port Townsend,WA 983681 Web:www.co.iefferson.wa.us/communitydevelopment s/rr NG- Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdRco.iefferson,wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: /Al—NO-1 CIS 3 Project Description(include separate sheets as necessary): Z.4 i'4- O°Oo4 New single family residence with attached two car garage Tax Parcel Number. •i\* {* `C'-U 'OL Property Size: L2 ` (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: Port Ludlow Associates-Attn: Diane Smeland Telephone: 360 437-8342 Fax: 360 437-2522 email: dsmeland @ponludlowassoclates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 Applicant/Agent(if different from owner): sd-V WDI0•W Pice5OQ1 AT'€ - CLAW cyadz-■Er Telephone: 360 437-8242 Fax: 360 437-2522 email: cobrien@portludlowassociates.com 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 Stew: . •ip ry I F ❑ Demolition Permit ❑Variance(Minor, M:j• bi bl •+.•.0 .,.,a B Single Family 8 Garage Attached/Detached El Conditional Use[CO , •(•I,or C]"* ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or . ed Use Classification ❑ Commercial* ❑Special Use(Essen i •lic Fapjliies))**q 74 ❑ Change of Use ❑Boundary Line Adju , eC Jl ❑ Address ❑ Road Approach ❑Short Plat** I ❑Home Business ❑ Cottage Industry ❑Binding Site Plan** JEFFERSON COUNTY ❑Propane ❑Long Plat** ,� 17 inn ❑Sign ❑Planned Rural Resicent_.t k&'fopl`n it t rr i ner - - ** ❑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* El 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: g Cliff OBflen DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ','_ .s.- A. I>I�_' . ..—./ Date: 7 18—iy 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 that he or she w ts prior notice. ^� r��`/, Signature: lst*�C� Date: r T 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 r ponsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer sip`s and dates it below. Signature: -;-.Z -- Date: 7 /r / $ .11 07/24/21)13 • • 0 �,w) °oo. JEFFERSON COUNTY r3 ENT 1 V DEPARTMENT OF COMMUNITY DEVELOPMENT JUL 2 9 2014 4. ri---)) ., 621 Sheridan Street• Port Townsend • Washington 98366- 9s ,� 360/379 4450 360/379-4451 Fax JEFFERSON COUNTY ZING http://www.co.jefferson.wa.us/commdevelopment/ _ DEPT.iF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet ,^ MLA# m4,0-1 ‘ K>c9- PROJECT/APPLICANT NAME: LT -`L C♦ � Far r'`•"" "�J 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 C=sr-2'Z-I 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: 1-1 Does the project convert V,,acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. O sq/ft Circle: Yes !o Well,utilities,etc. O sq/ft Does the project convert 2 16 acres or more of native vegetation to pasture? Driveway, parking, roads,etc. Cal sq/ft Circle: Yes No Lawn, landscaping,etc. 3 y sq/ft 6. Other compacted surface, etc. /+ 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance b2_2-( sq/ft Cut r' I A' Fill J 1A- (culyd) [over] it stormwater calc workshael-REV.2/20/2008 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) \1.(4'1 sq/ft Structures (all roof area) 0 sq/ft Sidewalks VIZ) sq/ft Sidewalks D sq/ft Patios 2— sq/ft Patios C.) sq/ft Solid Decks sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc L1AV sq/ft Driveway,parking, roads,etc sq/ft Other r7 J sq/ft Other v sq/ft Total New C—P)Z sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* '.2-7-o°2-17- 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 �7 Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: J1 Does the site have 35%or more of existing impervious surface? Circle: 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 th> -•• - •wner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this app(cation is being made with the full knowledge and consent of all owners of the affected property. i 7--2(—( ( OWNER OR AUTHORIZED REPRE NTATIVE SIGNATURE) (DATE) we g I TM N �' 3' t ;c. 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Inspection of this structure has found the following violations: 11111.M P fir 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 Date , \"1 —(5 Inspectors BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division ox Correction Notice \\-c°�� PERMIT NUMBER 14 - OO1_77 OWNER "Pi_ A .6co$ JOB LOCATION 35'1 A cW. L J Inspection of this structure has found the following violations: 726:<>14.f.;Pc?uS 13-1‘. N 41$F44,63 € .i - L u-r OF F 4 ikJSTAU 5 PLASH 13L4Gr V NEEL> f LAN via red?... as &Anti.Al(O^> You are hereby notified additional work shall not be done upon these premises until the above violations are corrected, unless otherwise noted. When corrections have been made, call for inspection. Date /q/z5. Inspector Building Division (360) 379-4450 Inspection Hotline (360) 379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE. I • IJefferson County Building Division Permit Number: BLD14-00277 Applicant: PORT LUDLOW ASSOCIATES [LC 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 S• etbacks 1/,x/3 Erosion Control Foundation Footing y: 15 F• ooting Drains ►J ,S `� A Foundation Stem Wall ///5 (5" ��i Underground Plumbing ��`�`( Under Floor Framing w2 Straps(hold downs) Ext.Shear Wall Nailing �� Rough-in Plumbing ��p��S 1 F• raming B• locking A• irseal 1-6? -16—T�p� Insulation:Walls OA (�_ Insulation: Floors 9 9/15 _l I. Insulation: Ceiling g/q/15 /' Int.Shear Wall Nailing W• allboard Nailing 4 / /j ' G• as Line: Interior 9/R/g /z G• as Line: Exterior /31/1, �f► Propane Tank q/9Ii J Heat/Chimney Clearance 9/`It5 jj M• echanical Systems q/`/16 Duct Test Cert 9M/,<j Blower Airtight Test /53/i5 •9 Smoke&CO 9 g/r5 Drywell/Alt Drainage 112"/15 C W Two drywells per site plan Address Posted • • 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 0t/ o)(( 711 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • S CONDITIONS for Building Permit# :BLD14-00277 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 \\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 #: BLD14-00277 Received Date: 7/30/2014 SITE ADDRESS: 351 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: 968900038 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 with Attached Garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,274 VALUATION 327,450.00 ADD'L: 909 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 482 SHORELINE: CONST TYPE: DECK: 144 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: State Building Code $4.50 SRE 08/04/14 151300 Exist: 0 Exist: 0 Potable Water Application $67.00 SRE 08/04/14 151300 Prop: 4 Prop: 3 Permit $2,623.00 SRE 08/04/14 151300 Total: 4 Total: 3 Plan Check $1,704.90 SRE 08/04/14 151300 Permit $76.00 MEB 11/21/14 153907 Plan Check $76.00 MEB 11/21/14 153907 Potable Water Application $158.00 MEB 11/21/14 153907 Total: $4,709.40 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