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HomeMy WebLinkAboutBLD2017-00040 - WITHDRAWN , ON SGC 0 JEFFERSON COUNTY • w DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 360-379-4450 email: dcd@co.jefferson.wa.us �iy . o www.co.jefferson.wa.us/commdevelopment Sffl N`) BUILDING PERMIT PERMIT #: BLD17-00040 Received Date: 1/31/2017 SITE ADDRESS: 401 ANCHOR LN. Issue Date 2/28/2017 PORT LUDLOW, 98365 Expiration Date 2/28/2018 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: 9689- LUDLOW COVE DIVISION 2 PARCEL NUMBER: 968900034 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC Contractor's License PORTLAL994L8 70 BREAKER LN PORT LUDLOW WA 98365 ',, PHONE: 360-301-3179 PROJECT DESCRIPTION: NEW SINGLE FAMIL : •ENCE W/ATTACHED GARAGE REVISION RECEIV, r I CREASE TO FRONT PORCH d TYPE OF WORK RES SQUA`E F•OTAGE: TYPE OF IMP NE -- MLI 1,489 VALUATION 314,58 . 0 s 41i, : HEAT TYPE: EEE CODE EDITION: 015 a ASE: HEAT TYPE: HTP OCCUPANCY: R-3 OCCUPANCY: U-1 U • "ATED: #OF STORIES: •T ER: CONST TYPE: 5N GARAGE: 534 SHORELINE: CONST TYPE: PECK: 298 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,532.00 SRE 01/31/17 166160 Exist: Exist: Plan Check $1,645.80 SRE 01/31/17 166160 Prop: 2 Prop: 2 Consistency Review $270.00 SRE 01/31/17 166160 Total: 2 Total: 2 State Building Code $4.50 SRE 01/31/17 166160 Scanning Fee $23.00 SRE 01/31/17 166160 Potable Water Application $131.00 SRE 01/31/17 166160 Consistency Review $45.00 SRE 02/16/17 166186 Plan Check $90.00 SRE 02/16/17 166186 Total: $4,741.30 R105.5 Expiration. Every permit issued shall become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. 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. Final Inspections require 24 hour notice. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED Jefferson County Building Dation Permit Nun.: BLD17-00040 Applicant: PORT LUDLOW ASSOCIATES LL BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2015 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 Foundation Footing Footing Drains Foundation Stem Wall Underground Plumbing U• nder Floor Framing Straps(hold downs) Ext.Shear Wall Nailing Rough-in Plumbing Framing Blocking Airseal Insulation:Walls Insulation: Floors Insulation:Ceiling Int. Shear Wall Nailing Wallboard Nailing Gas Line: Interior Gas Line: Exterior Propane Tank 120 gal Pressure Test Heat/Chimney Clearance propane fire place,vent per man. specs Blower Airtight Test S• moke&CO 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 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :117-00040 1.) DWJ 2.) 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. 3.) The site plan as submitted with the Building Permit application on January 27, 2017 and Revised on February 14, 2017has 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 February 21, 2017 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for a Single Family Residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 2/28/2017 V, V Westharbor Homes BP ft I TO: Jefferson County DCD JUN )3 . FROM: Cliff OBrien ' 2une- i/ Jcppg,L., **r180 SUBJECT: Building Permit BLD17-00040 w1ve. OUivr., 1 r OCD DATE: June 31, 2017 COMMENTS Effective immediately Port Ludlow Associates request to withdraw permit BLD17-00040. Best Regars. Cliff I/ r.rien Construction Manager 70 Breaker Lane Port Ludlow, WA 98365 (360)437-2101 www.portludlowassociates,com 1\ ) euu ••• mi )--- Sally Ellis From: Sally Ellis A-el 6 Sent: Thursday, June 22, 2017 11:04 AM To: 'Cliff O'Brien' Cc: Jodi Adams Subject: RE: Ludlow Cove Lot 34 6Lp coa7- 5 Dear Cliff Below are the fee that were paid under BLD 1 7-()0040 - 74/477 M BLD17-00040 aview Type: y• :AMILY RESIDENCE WI ATTACHED GARAGE EIV "I" Fees Amount Otis Updated4Masingt4,0FrYPe " g By Frrmt 377•10 otati261 eft 5:33 Plan Check 345.83 00 ,•• s A45.80 . so.00 1)3112017 145E33 SRE Consistency Review 345.81.40 $270.00 30.00 01/211201714:55.33 SRE State Building Code 388.00 $4.50 $0.00 01/31/2017 1455:33 SRE Scanning Fee 345.89.00.0143 $23.00 50.00 01/31/2017 14:5533 SRE V94 Potable Water Application 346.22.30.11.5200 $131.00 30.00 01/31/2017 14:5533 SRE consistency Review 345.81.40 $45.00 5000 02116120171047.44 SRE Plan Check 345.83.00 390.00 $0 00 02162017104744 SRE !Gni arc ;riPt E C Associated fees /- Paid history Totals: S4,741,30 $0,00 a 4 I 1 Unfortunately, because this permit is approved, the only portion we credit back is the Permit/Building base fee minus 1 hour of Admin. Staff time which is $90.00 The amount we would credit to you is $2442.00 The new house, and permit you will be submitting on Thursday for Lot 32 fee will be as follows: Building base $ 2483. 00 -the credit amount of$2442.00 $41.00 due for bld base BLD BASE $41.00 Plan Check $1613.95 Consistency review $270.00 E/H H20 $86.00 ( This is one hour for E/H review instead of the normal 1 1/2hour $131.00) Scanning$23.00 State Surcharge $4.50 1 Amount due for new permit would be $2038.00 If you have any questions please let me know. Thank you Sally L Ellis Jefferson County Community 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 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us • From:Sally Ellis Sent:Thursday,June 22, 2017 10:22 AM To: 'Cliff O'Brien' <COBrien@westharborhomes.com> Subject: RE: Ludlow Cove Lot 34 Cliff Could you please send us something more formal telling us PLA or Westharbor Homes wishes to withdrawn permit. BLD 17-00040 I will figure out what we can credit towards new permit after I speak to E/H and Land Use Planner. Thank you *iso r;. Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 2 Mon-Thurs 9am -4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us From: Cliff O'Brien [mailto:COBrien@westharborhomes.com] Sent:Thursday,June 22, 2017 9:00 AM To: Sally Ellis<SEllis@co.iefferson.wa.us> Subject: Ludlow Cove Lot 34 Sally, Ludlow Cove Homesite 34 Parcel #968900034 Total Square Footage Main Floor— 1222 Second Floor—644 Attached Garage—408 Covered Porch—500 Estimated Cost-$307,890.12 This lot has an active permit on it BDL17-00040. We had an earlier homeowner resend on that contract. Not sure if that effects the fee structure or not. Best Regards, Cliff O'Brien I Construction Manager Westharbor Homes 70 Breaker Ln, Port Ludlow, WA 98365 p: 360-437-8242 Westharbor Homes is owned and operated by Port Ludlow Associates 3 LA BLD17 00040 I •APALY RESIDENCE'/ATTACHED GARAGE Infri ",4 "f19•1t+`^„`XY �a\ +��Y'YP., �'Y" .�' Y^ 4 . e0c amt Up t By ,40,0111,;x4“$ liff,rievcmosposo Elr ai it Plan Check 345_83.00 51645.80 50.00 01/31/2017 14:55:33 SRE. Consistency Review 345.81.40 3270.00 30.00 01/31/2017 14:55:33 SRE State Building Code 386.00 $4.50 30.00 01/3112017 14:55:33 SRE 0 Scanning Fee 345.09.00.0143 323.00 $0.00 01/31/2017 14:55:33 SRE Potable WaterAppiicatian 346.22.30.11.5200 313100 50.00 01/3112017 14:55:33 SRE t ltdi Consistency Review 345.81.40 345.00' 30.00 02116/2017 10:47:44 SRE s Plan Check 345.83.00 $90.00 $0.00 02}16/201710:47:44 SRE , rd JEC e 1" Associated fees r Paid history Totals: $4,741.30 50.00 ,� 1 Unfortunately, because this permit is approved, the only portion we credit back is the Permit/Building base fee minus 1 hour of Admin. Staff time which is $90.00 The amount we would credit to you is $2442.00 The new house, and permit you will be submitting on Thursday for Lot 32 fee will be as follows: Building base $ 2483. 00 - the credit amount of$2442.00 $41.00 due for bld base BLD BASE $41.00 Plan Check $1613.95 �a Consistency review $270.00 E/H H2O $86.00 (This is one hour for E/H review instead of the normal 1 '/2hour$131.00) Scanning$23.00 State Surcharge $4.50 Amount due for new permit would be $2038.00 If you have any questions please let me know. Thank you 2 Sally Ellis From: Cliff O'Brien <COBrien@westharborhomes.com> Sent: Thursday, June 22, 2017 5:28 PM To: Sally Ellis Subject: RE: Ludlow Cove Lot 34 That makes sense. Thank you. Best Regards, Cliff O'Brien I Construction Manager Westharbor Homes 70 Breaker Ln, Port Ludlow, WA 98365 p: 360-437-8242 Westharbor Homes is owned and operated by Port Ludlow Associates From: Sally Ellis [mailto:SEllis@co.jefferson.wa.us] Sent: Thursday, June 22, 2017 11:03 AM To: Cliff O'Brien Cc: Jodi Adams Subject: RE: Ludlow Cove Lot 34 Dear Cliff Below are the fee that were paid under BLD 17-00040 1 • • Sally Ellis From: Cliff O'Brien <COBrien@westharborhomes.com> Sent: Thursday, June 22, 2017 9:00 AM To: Sally Ellis Subject: Ludlow Cove Lot 34 Sally, Ludlow Cove Homesite 34 Parcel#968900034 Total Square Footage Main Floor—1222 Second Floor—644 Attached Garage—408 Covered Porch—500 Estimated Cost-$307,890.12 This lot has an active permit on it BDL17-00040. We had an earlier homeowner resend on that contract. Not sure if that effects the fee structure or not. Best Regards, Cliff O'Brien I Construction Manager Westharbor Homes 70 Breaker Ln, Port Ludlow, WA 98365 p: 360-437-8242 Westharbor Homes is owned and operated by Port Ludlow Associates u) r cc i DO 2i4 VeADVKCS2-3 ?Qte-Vatl- 1 i S Sally Ellis From: Sally Ellis Sent: Thursday, June 22, 2017 11:04 AM To: 'Cliff O'Brien' Cc: Jodi Adams Subject: RE: Ludlow Cove Lot 34 Dear Cliff Below are the fee that were paid under BLD17-00040 BLD17©0040 EeType_I :AMILY RESIDENCE WA ATTACHED GARAGE �: dcllstedWith'`'rLC111- ,5`' ;raI lee TypeRevenual L Accou t,( E` ee Am ou nt Amou t nu `w pax' 122,49,00 *At tC c.. �... •X19 Pian Check 345.83.00 51,045.80 5000 01/31/2017 14:55:33 SRE Or Consistency Review 345.81.40 $270.00 50.00 01/31/2017 14:55:33 SRE • State Building Code 386.00 $4.50 50.00 01/31/201714:55:33 SRE. • Scanning Fee 345.89.00.0143 52300 5000 01/31/201714:55:33 SRE g �1 'Potable Water Application 346.22.30.11.5200 $131.00 50.00 01/31/2017 14:55:33 SRE • Consistency Review 345.81-40 $45.00 $0.00 02116/201710:47:44 SRE Plan Check 345.83.00 590.00 50.00 02/16/201710:47.44 SRE -arc L Totals: $4,741.30 $4.00 Associated tees �' Paid history Unfortunately, because this permit is approved, the only portion we credit back is the Permit/Building base fee minus 1 hour of Admin. Staff time which is $90.00 The amount we would credit to you is $2442.00 The new house, and permit you will be submitting on Thursday for Lot 32 fee will be as follows: Building base $ 2483. 00 - the credit amount of$2442.00 $41.00 due for bld base BLD BASE $41.00 Plan Check $1613.95 Consistency review $270.00 E/H H2O $86.00 ( This is one hour for E/H review instead of the normal 1 '/2hour$131.00) Scanning$23.00 State Surcharge $4.50 1 II III Amount due for new permit would be $2038.00 If you have any questions please let me know. Thank you ,,?.,0,1 , :Yrots . Sally L Ellis Jefferson County Community 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 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us From:Sally Ellis Sent:Thursday,June 22, 2017 10:22 AM To: 'Cliff O'Brien' <COBrien@westharborhomes.com> Subject: RE: Ludlow Cove Lot 34 Cliff Could you please send us something more formal telling us PLA or Westharbor Homes wishes to withdrawn permit. BLD 17-00040 I will figure out what we can credit towards new permit after I speak to E/H and Land Use Planner. Thank you 041N ,4 440111 r ,,,,, Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 2 • i Mon-Thurs gam -4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us From: Cliff O'Brien [mailto:COBrien@westharborhomes.com] Sent:Thursday,June 22, 2017 9:00 AM To: Sally Ellis<SEllis@co.jefferson.wa.us> Subject: Ludlow Cove Lot 34 Sally, Ludlow Cove Homesite 34 Parcel #968900034 Total Square Footage Main Floor— 1222 Second Floor—644 Attached Garage—408 Covered Porch—500 Estimated Cost-$307,890.12 This lot has an active permit on it BDL17-00040. We had an earlier homeowner resend on that contract. Not sure if that effects the fee structure or not. Best Regards, Cliff O'Brien I Construction Manager Westharbor Homes 70 Breaker Ln, Port Ludlow, WA 98365 p: 360-437-8242 Westharbor Homes is owned and operated by Port Ludlow Associates 3 *BUILDING PERMIT APPLIC•ON Review 00040 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD17-00040 Received Date: 1/31/2017 SITE ADDRESS: 401 ANCHOR LN. PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 - LUDLOW COVE DIVISION 2 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900034 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-301-3179 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2018 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REVISION RECEIVED INCREASE TO FRONT PORCH TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,489 VALUATION 314,585.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2015 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: U-1 OTHER: CONST TYPE: 5N GARAGE: 534 SHORELINE: CONST TYPE: DECK: 298 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Type Amount Paid By: Date: Receipt Exist: Exist: Permit $2,532.00 SRE 01/31/17 166160 Prop: 2 Prop: 2 Plan Check $1,645.80 SRE 01/31/17 166160 Total: 2 Total: 2 Consistency Review $270.00 SRE 01/31/17 166160 Approved/Date State Building Code $4.50 SRE 01/31/17 166160 Scanning Fee $23.00 SRE 01/31/17 166160 Potable Water Application $131.00 SRE 01/31/17 166160 Consistency Review $45.00 SRE 02/16/17 166186 �� Plan Check $90.00 SRE 02/16/17 166186 FEB Z 201Total: $4,741.30 Jefferson Gout t% \\firicmor4\rinfo\fnrmo\F RI fl Ann Rid rni 9/954/91117 LUDLOW COVE 2 C15, lOUILCENE Garage Car LUDLOGarage Left 1 Car PARCEL NO.:NO.: 968900034COVE 2 - LOT34 PLOT PLAN - LOT 34 Garage Right 2 Car ADDRESS: Garage Left 2 Car AREAS I. .10er•'o rface D1, D2, D3 TOWNSEND Garage Right LOT SIZE 6,559 S.F. Fr4 Poo _ 1 tt+`q 5 F Garage Left 6-a-434 — 5 3 2 5 E P®roil _ 7 L 1 C F G2, G6 KINGSTON Il Garage Right � � Garage Left 2 “5 SCALE: 1" = 10 G2, G6 BAINBRIDGE Garage Right ...in..imi Pervi 0�s r Garage Left 0 5 10 • yes �r+ ++,ems ,, — 1150-CP �7 / H1, H2, H3 CHIMACUM S f0� Garage Right 1 Car W P I _.St 0 Garage Left 1 Car ,fell _ SP Garage Right Car Garage Left 2 Car LI / N 67'15'35" W 46.68' / \ 1 I 'X5 9 1 ' i r o 5' BSBL — I � I .i-s/ Na 1-1 I ( 16' S7-0Op r 125E ! I ' 611$12111- — t % / 5' BSBL I I\ - I \ \ ( FIRST FLOOR -10\' \ 1 1489 SF � I ' \ 1 ri-- - -ii -5--1 , 5' BSBL \ rn 3 k _ 1 --T I tf •PT. GARAG w \ ., ,-, GARAGE 241 SF o 291 SF[fc-- . \ \ (71 \11.-151 1 z Vi, \-(3,,,, `z i ‘-ai PORCH p P p\ o. 277 SF ` r i 4 1 g ' \ \v'_ __ _ _- -- _ _ _ __,..1) e v V 0 i et i \ \ �--- .—.-----� r 5 4 F � '�,'Ec. 6 ` �/� Sc e ,.5 evq„e„ Serv�c.e � - - a \-- \ ------' I — — L ., ---, _ -- ____ I } 2( BSBL: • • pATH APPROVED ` • PARKING 1 SI LA 6' _-- _ _ _ ,,, F : :2:1 :2017 • ' _ — — - - - - - - — ....4....m. 7 _ ____r____ , � - , _ 1 _ 14' FRONTAGE A=23'46'06" EASEMENT AR=23.00'A=15'43'52" • JEFF_,:,,--+LINTY �' R=112.00' SIDEp1;,. :,•1; Mi , / L=46.46' — _ L=6.31' — I — ----- rANCHOR LANE F 3 ? i 717 LUDLOW COVE 2 JULY 24, 2015 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1" = 10' PLAN: LOT: 34 JOB # 965-013-007 DRAWN BY: ER LUDLOW cov E 2 C15, l Garage Ril Right Car Garage Left 1 Car PARCEL NO.: 96890003434 PLOT PLAN - LOT 34 Garage Right 2 Car ADDRESS: Garage Left 2 Car AREAS Ikf' Penv�Cliebi —car-Feces D1, D2, D3 TOWNSEND Garage Right LOT SIZE 6,559 S.F. Fi‘r4 Poor - VI F Garage Left G"13e - 5325F P c'rcil _ 2-7-i5FG2, G6 KINGSTON I1 Garage Right . Garage Left 3 /' G2, G6 BAINBRIDGE SCALE: 1" = 10 Garage Right mmi.is• Peru' 0 �-„� Garage Left 0 5 10 Aces /7..... b elic ii_4,011-15-"F / H1, H2, H3 CHIMACUM .C71-00 Garage Right 1 Car P -- I2_5P Garage Left 1 Car afi�l _ qRyS / Garage Right 2 Car Garage Left 2 Car LI / N 6715'35" W 46.68' / I I .,-- „,„, ...../9' , ,c 5' BSBL —.\ [0.5— , I • 1�X51 t a.3-S/ a 1---1 161 N 12SF' , = ' I = ---T -- - - -- ` Iow AL t I I 0 s., - r - _ t° 7 / 5' BSBL I \ II \ i r® , FIRST FLOOR ' \ \ ` II 1489 SF \ -- 5' BSBL \ r-i ii ,-.,f ' 40IPT. GARAGE w \ \ GARAGE 241 SF ; o (' 291 SF N \ \IT' . • ii c--1 � Z Vi. . 6PI ' t, \ --, , n I i - -- - — S -71 \ i \c PORCH D P p ,� o. r r 277 SF 1r 4 \V__ _ - - --- ----- — -- _ ---6e ` v v " 0 ,�_ r \ Flag, -- a F s 6 \ 1/,/este. e r Sc Servq,,� SL°rV;C.e_ , 1 , _ ' c\ \ \ __- ---- y \ -- --- -- -- , / • , ----1- BSL: . , .-: _0 4' PATH ARKING f \ 6' -- _ i � - � 7=-1 -- 14' FRONTAGE - --- - IP. /.. A=23'46'06' EASEMENT D=15'43'52" R=112.00' r R=23.00' ... L=46.46' — L=6.31' ANCHOR LANE LUDLOW COVE 2 JULY 24, 2015 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1" = 10' PLAN: LOT: 34 JOB # 965-013-007 DRAWN BY: ER ?DLL) i _ -' +46 -<tOL_ i on SON • 601 } w� cow DEPARTMENT OF COMMUNITY DEVELOPMENT � 621 Sheridan Street,Port Townsend,WA 98368 • W Tel:360.379.4450 Fax:360.379.4451 \' Web:www.co.jefferson.wa.us/communitydevelopment "Ne1iYis E-mail:dcd@co.jefferson.wa.us .// 4/ �Sk I N . O > / .. PERMIT APPLICATION 'S to! ®G Steps in the Permit Process: 4 -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: 968900034 Site Address and/or Directions to Property: Property is located in the Ludlow Cove Subdivision on Lot 34. Access (name of street(s)) from which access will be gained: Paradise Bay Road,Anchor Lane Present use of property: 9100-Vacant Land Description of Work(include proposed uses): Construction of a single family home with attached garage Wastewater-Sewage Disposal This property is served by Port Townsend or Port Ludlow sewer system? YES if NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit#: Community Septic Name of System: Case#: Are other residences connected to the septic system? Additions or repairs to sewage system: Is it a complete or partial system installation: Complete Partial Has a reserve drainfield been designated? Yes No Date of Last Operations & Maintenance check: Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: The authorized agent/representative iprimary contact for all project-related questipand correspondence. The County will mail /e-mail requests and information abou�e application to the authorized agent/representative and will copy(cc)the owner noted below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email(i.e., County email is not blocked or sent to"junk mail"). Applicant/Property Owner Information Property Owner: Name: Port Ludlow Associates Address: 70 Breaker Lane, Port Ludlow,WA 98365 Phone#: (360) 437-2101 E-mail Address: ✓ Please contact Authorized Agent/Representativ ith"project info. (select only one). Property Owner Signature: Date: 01/25/2017 Note: For projects with multiple owners,attach a separate sheet with each owner(s)information and signatures. Applicant Authorized Agent/Representative(If other than owner) Name: Tony Sasse Address: 70 Breaker Lane, Port Ludlow,WA 98365 Phone#: (360) 301-2936 E-mail Address: tsasse@westharborhomes.com Professional: Is this an Authorized Agent/Representative for this project? NO YES ✓ Engineer Architect Surveyor Contractor ✓ Consultant Name: Port Ludlow Associates License# PORTLAL994L8 Address: 70 Breaker Lane, Port Ludlow,WA 98365 Phone#: (360) 301-2936 E-mail Address: cobrien@westharborhomes.com Professional: Is this an Authorized Agent/Representative for this project? NO YES ✓ Engineer ✓ Architect Surveyor Contractor Consultant Name: Michael Anderson License# Address: 330 Cleveland Street, Port Townsend,WA 98368 Phone#: (360) 531-1011 E-mail Address: santiago2@cablespeed.com Professional: Is this an Authorized Agent/Representative for this project? NO YES ✓ Engineer Architect _1 Surveyor Contractor Consultant Name: Union Studio License# Address: 140 Union Street, Providence, RI 02903 Phone#: (401) 272-4724 E-mail Address: 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 or her 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: Print Name: Tony Sasse Date: 01/25/2017 Se ON DEPARTMPNT OF COMMUNITY DEVEMPMENT �w¢ 06. 621 Sheridan Street,Port Townsend,WA 98368 N, 4t, Tel:360.379.4450 I Fax:360.379.4451 '/ , rye ti ,-C Web:www.co.jefferson.wa.us/communitydevelopment ' d Y./1,j', t ' r,^_ E-mail:dcd(a�co.jefferson.wa.us t € ''''..461 .,y r , I /B. HI N( SUPPLEMENTAL APPLICATION l7 cc/In OR COMMERCIAL BLDG 'F t.IIT jv For Department Use Only Receipt#: S7,, Deo Related Application#s: Payment#: Site Information Owner Name: Port Ludlow Associates Assessor Tax Parcel#: 968900034 Type of Building New x Replacement Relocated Addition Repair Demolition * *A separate permit is required Select One: Single Family Residence x Modular Other list Proposed Building/Project Number of floors 1 # new bedrooms 2 existing 0 total bed 2 # new bathrooms 2 existing 0 total bath 2 Heat Source Select all that apply: Electric x Heating Oil Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft ICC Valuation (Office Use) Residential/Commercial Main Floor 0 1489 IP-. - Residential Residential/Commercial Second Floor 0 0 Additional Floors- heated/unheated 0 0 Basement- unfinished 0 0 Basement-finished space or habitable 0 0 Detached Garage - heated/ unheated 0 0 Attached Garage- heated/unheated 0 534 L L. Garage 2nd fl - unfinished storage 0 0 Garage 2nd fl -finished space or habitable 0 0 Carport-2 walls or less 0 0 Deck- uncovered 021 14 Ito Covered porch 0 C2°5) 184 . (e () Other (shed, barn, pole bldg,etc.) 0 0 () Estimated Cost of Project (Required): $314,585.00 $ r 9 5(�p5 , •v List existing buildings on property(house,garage, accessory dwelling unit, se, barn, mobile home, other): All Existing Buildings on Property Use NONE Builders Statement The signer of this statement certifies 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: Print Name: Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may res 11iaking any issued permit null and void. Signature: Print Name: Cliff O'Brien Date: 1/25/2017 For Department Use Only Building Permit Fees Building Base °Z 5 . 2 ,0C—') Plan Check Review I ('4 5 g. 0 Land Use Review '$24:00 , 73-6 °O Septic Review 80:00 Potable WaterX09.00_ 13 Technology/Scan 19.5Q., 23 Pt) State Fee $4.50 Other Fees Shoreline Exemption Zoning Zoning Other New Address '2-34,110f:� ' Road Approach L Total Fees i Receipt #• Date: Cash/Check/CC: 14 140 I/3 V c3I2) SON DEPARTM 4T OF COMMUNITY DEVEMPMEN-11 co � � 621 Sheridan Street,Port Townsend,WA 98368 ? �r,�, W Tel:360.379.4450 I Fax 360.379.4451 , ;! ti �C Web:www.co.jefferson.wa.us/communitydevelopment E-mail:dcd@co.jefferson.wa.us Ly S �d Ie.? ,r 47.1N6� SUPPLEMENTAL APPLICATION A I ill/ DETERMINATION OF ADEQUATE POTABLE WA r .' -r�` Owner Name: Port Ludlow Associates Parcel No. 968900034 q. Site Address: Lot 34, Ludlow Cove rko Water Source Existing Proposed Attach Copies of: 1) Well Logs Private well (if no log report on file,a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N,Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 www.jeffersoncountypublichealth.org/pdf/Policy_97-01_Rainwater_Collection.pdf Valid Water Right Generally applies to springs, attach copy. Permit: Public Water: Name of Water Provider: Olympic Water&Sewer Inc -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this application will be performed in compliance with all applicable federal,state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit is -ance. Signature: _ Print Name: Tony Sasse Date: FOR OFFKE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets Does not Meet • • c�ON �, � � °� DEPARTMENT OF COMMUNITY DEVELOPMENT W a 621 Sheridan Street,Port Townsend,WA 98368 C Tel:360.379.4450 Fax:360.379.4451 111 Web:www.co.jefferson.wa.us/communitydevelopment E-mail:dcd@co.jefferson.wa.us 41I 1\1.(-3 WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department FROM: (Water System Name) System Operator: State ID Number: Total connections for which system is approved: Number of service connections existing(in use): Number of service connections committed: Date and results of most recent water bacteriological analysis: / / The water system is capable of and will supply potable water to the following location: Assessor's Parcel ID#: Legal Description: Site Address: Operator Signature: Date: / / EXPIRATION DATE OF THIS SERVICE COMMITMENT: / / • • OLYMPIC WATER AND SEWER,INC. 70 BREAKER LANE PORT LUDLOW, WA 98365 (360)437-8246 owsi@portludlowassociates.com WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Whom it may concern: FROM: Water System Name OLYMPIC WATER& SEWER, INC. System Operator OLYMPIC WATER& SEWER,INC. State ID Number 68700L Total Connections for which system is approved 2,427 Number of service connections existing 1,568 as of 12/31/2016 Number of service connections committed 1,585 Date and results of most recent water bacteriological analysis January 2017= SATISFACTORY OLYMPIC WATER AND SEWER, INC; water syste provi e / currently provides potable water service at the following location: Assessor Parcel ID 968900034 Legal Description Lot 34. Ludlow Cove Division 2 Site Address Anchor Lane Operator Signature Larry Smith, President Date January 18, 2017 Via email: fr • • OLYMPIC WATER AND SEWER, INC. 70 BREAKER LANE PORT LUDLOW,WA 98365 (360) 437-8246 owsi@portludlowassociates.com SEWER AVAILABILITY NOTIFICATION Assessor Parcel ID 968900034 Legal Description Lot 34. Ludlow Cove Division 2 Site Address Anchor Lane To Whom It May Concern: Olympic Water and Sewer, Inc. ' 1 pr P vid> /currently provides domestic sewer service to one single family residence at the a..ve re e - ced lot. ,C3`y) �`'v January 18, 2017 Larry Smith Date President (360) 437-8246 lsmith@portludlowassociates.com Parcel Details1111 • Page 1 of 2 y „` County z.,,,, ,.•.„,"<vr ' a e�Sta#bh lei ' Tcr r�s Map CW 'In;''4 � Home Oar t r 0 De artmea s Search Parcel Number: 968900034 SEARCH Parcel Number: 968900034 Printer Friend! Owner Mailing Address: PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PORT LUDLOW WA98365-9766 Site Address: Section: 17 School District: Chimacum (49) Qtr Section: NE1/4 Fire Dist: Port Ludlow (3) Township: 28N Tax Status: Taxable Range: 1E Tax Code: 0231 Planning area: Port Ludlow (7) Sewer: Drainage: PLDD - YES Bank: View 1: View 2: Zoning 1: MPR-SF-4 - Master Planned Resort - Single Family Zoning 2: Zoning 3: Sub Division: 9689 - LUDLOW COVE DIVISION 2 Assessor's Land Use Code: 9100 - Vacant Land Property Description: LUDLOW COVE DIVISION 2 LOT 34 No Permit Data Tax A V SalesPhotos and Bldg Data, Map Parcel Plats,&_Surveys Available JeffersonHOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later $ Windows - Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?value=968900034 1/31/2017 PORT LUDLOW ASSOCIATES LLC Page 1 of 2 • �y „ Home Espanol Contact Search L&I.,._ - £� '' A-Z Index Help My L&I Safety& Health Claims&Insurance Workplace Rights Trades&Licensing Washington State Department of )Labor & Industries PORT LUDLOW ASSOCIATES LLC Owner or tradesperson 70 BREAKER LANE PORT LUDLOW,WA 98365 Principals 360-437-2101 SMELAND,DIANA LYNNE,MANAGER JEFFERSON County SMITH,LARRY KEITH,MANAGER VERRUE,RANDALL J,PARTNER/MEMBER (End:04/20/2012) WEST COAST NW PACIF PTNRS LLC,PARTNER/MEMBER (End:04/20/2012) MCCARRY,GREGORY M,PARTNER/MEMBER (End:04/20/2012) GRIFFIN,THOMAS A,PARTNER/MEMBER (End:04/20/2012) Doing business as PORT LUDLOW ASSOCIATES LLC WA UBI No. Business type 602 117 565 Limited Liability Company Governing persons DIANNA SMELAND GREG MCGARRY; INC BEXMAN INVESTMENT; INC STERLING INDUSTRIES; LLC WASHINGTON TIGER; LLC WASHINGTON TIGER LLC; P W COAST NW PACIFIC; RANDALL VERVE; REAL ESTATE G&H; REBECCA AMMETER; TOM GRIFFIN; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PORTLAL994L8 Effective—expiration 06/28/2001—05/02/2018 Bond TRAVELERS PROPERTY CAS INS CO $12,000.00 Bond account no. 104258172 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602117565&LIC=PORTLAL994L8&SAW= 2/1/2017 PORT LUDLOW ASSOCIATES LLC Page 2 of 2 Received by L&I • Effective date 05/10/2004 06/22/2004 4111 Expiration date Until Canceled Insurance Wesco Insurance Co $1,000,000.00 Policy no. WPP137763400 Received by L&I Effective date 05/10/2016 06/03/2015 Expiration date 06/03/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 015,186-00 Doing business as PORT LUDLOW ASSOCIATES LLC Estimated workers reported Quarter 3 of Year 2016"Greater than 100 Workers" L&I account representative T2/SUSAN BETTS(360)902-4828-Email:BETT235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602117565&LIC=PORTLAL994L8&SAW= 2/1/2017 SON co DEPART•NT OF COMMUNITY DEVOPMENT 6. 621 Sheridan Street,Port Townsend,WA 98368 W Tel:360.379.4450 Fax:360.379.4451OCOj (\ Web:www.co.jefferson.wa.us/communitydevelopment l_! t_J / ) E-mail:dcd(a),co.jefferson.wa.us l NG'C SUPPLEMENTAL APPLICATION RESIDENTIAL OR COMMERCIAL BLDG PERMIT For Department Use Only Receipt#: Date: Related Application#s: Payment#: Site Information Owner Name: Port Ludlow Associates Assessor Tax Parcel#: 968900034 Type of Building New x Replacement Relocated Addition Repair Demolition *A separate permit is required Select One: Single Family Residence x Modular Other list Proposed Building/Project Number of floors 1 # new bedrooms 2 existing 0 total bed 2 # new bathrooms 2 existing 0 total bath 2 Heat Source Select all that apply: Electric x Heating Oil Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft ICC Valuation (Office use) Residential/Commercial Main Floor 0 1489 Residential/Commercial Second Floor 0 0 Additional Floors- heated/unheated 0 0 Basement- unfinished 0 0 Basement-finished space or habitable 0 0 Detached Garage- heated/unheated 0 0 Attached Garage - heated/unheated 0 534 Garage 2nd fl - unfinished storage 0 0 Garage 2nd fl -finished space or habitable 0 0 Carport-2 walls or less 0 0 Deck- uncovered 0 21 Covered porch 0 277 Other (shed, barn, pole bldg,etc.) 0 0 Estimated Cost of Project (Required): $314,585.00 $ List existing buildings on property(i.euse,garage, accessory dwelling unit, shill/3arn, mobile home, other): All Existing Buildings on Property Use NONE Builders Statement The signer of this statement certifies 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: Print Name: Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his or her 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 making any issued permit null and void. Signature: .--"� 1/25/2017 ?-� Print Name: Cliff O'Brien Date: For Department Use Only Building Permit Fees Building Base Plan Check Review Land Use Review $234.00 Septic Review $80.00 Potable Water $109.00 Technology/Scan $19.50 State Fee $4.50 Other Fees Shoreline Exemption YES Zoning Zoning Other New Address 234.00 Road Approach Total Fees Receipt# Date: Cash/Check/CC: FED 1427 4SON Com DEPARTMENT OF COMMUNITY DEVELOPMENT _,:, ' W 621 Sheridan Street,Port Townsend,WA 98368 ---- a� Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jeffexson.wa.us/communitydevelopment E-mail:dcda,co.jefferson.wa.us ASH I N STORMWATER CALCULATION WORKSHEET MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E.,SITE) Size of parcel '15 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6559 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: 2298 Does the project convert 3 acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. sq/ft Circle: Yes No Well, utilities,etc. 0 sq/ft Does the project convert 2'/z acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 480 sq/ft 3781 Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 6559 sq/ft Cut Fill (cu/yd) y ) 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 calc worksheet—REV.10/20/2014 1 • STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 2021 sq/ft Structures(all roof area) sq/ft Sidewalks 0 sq/ft Sidewalks sq/ft Patios 277 sq/ft Patios sq/ft Solid Decks 0 sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Pervious Pavers sq/ft parking, roads, etc Driveway, parking, roads, etc sq/ft Other 0 sq/ft Other sq/ft Total New 2298 sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* 2298 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 y� Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 3 Does the site have 35% or more of existing impervious surface? Circle: Yes No n 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 Storm water 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) FOR OFFICE USE ONLY = — • � SON Com DEPARTMENT OF COMMUNITY DEVELOPMENT ry44'<) 621 Sheridan Street,Port Townsend,WA 98368 .�. ti Tel:360.3794450 Fax:360.379.4451 • e; Tel: Web:www.co.jefferson.wa.us/communitydevelopment • w P, E-mail:dcd(a�,co.jefferson.wa.us / l STORMWATER CALCULATION WORKS _ ETI/;- r MLA# PROJECT/APPLICANT NAME: Lot 34 Ludlow Cove/Port LutiatqAssociates 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 '15 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6559 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: 2205 Does the project convert' acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes No Well, utilities,etc. 0 sq/ft Does the project convert 2 1/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 1 16 sq/ft 4238 Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 6559 sq/ft Cut 0 Fill 0 (cu/yd) 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 ca lc worksheet—REV.10/20/2014 1 • S STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 2205 sq/ft Structures(all roof area) sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios 0 sq/ft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Pervious Pavers sq/ft 0 parking, roads, etc DrivewaY Parkin9, roads, etc sq/ft Other 0 sq/ft Other 0 sq/ft Total New 2205 sq/ft Total Existing 0 sq/ft TOTAL NEW+TOTAL EXISTING* 2205 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: 13 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 Storm water 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. 1/25/2017 (LANDOWNER OR AUT.. ----D REPRESENTATIVE SIGNATURE) (DATE) ........i stormwater ca lc worksheet—REV.10/20/2014 2 • • Mary Blain From: Mary Blain Sent: Thursday, February 16, 2017 11:24 AM To: 'Tony Sasse' Subject: inconsistent site and floor Tony, The new set of plans for BLD17-00040, parcel 968900034 at 401 Anchor Ln. (revision to add wrap around porch) shows a slight floor plan change on the east side first floor at the bay window with an increase of approximately 4 sq feet, totaling an exterior wall width of 12', up from 8'. The site plan submitted for the revision still shows an 8' width.The additional sq footage is minimal enough where it doesn't affect plan review (save a few revisions for roofline, windows, etc) or building fees, however, we try our best to have site plans that are as accurate as possible for our permanent records. Please submit a revision of the site plan with an accurate footprint of the proposed structure. Thanks! Mary Blain Plans Examiner I Dept of Community Development 621 Sheridan St Port Townsend,WA 98368 ph: 360-379-4461 fax: 360-379-4451 mblainAco.j efferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. 1 - 0'0 ottp S . /37A.t-Or Pitr - O.006 - g ' IOn C v'670s S 4,1 r- bx 9( Fe214.4 v 1, 4 1 e 1' s re i_i_Ley Frpt,‘.. (-)OrCZ) IS 0 peC-1- arreC„(1-61rev 001.' FEB 1 41 2017 JEFFERSON COUNTY DOD q C)(3 't(Ar zu\shofQ/Q-Ev ' -- tJC.) Invoice • Date: 2/14/2017 ��.sON f J Invoice ID: 2017BLD17-00040 44(,---- <ce�t- JEFFERSON COUNTY 4' DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend, WA 98368 Date Due: �sfjr -,\c,) ,\0 360-379-4450 email: dcd@co.jefferson.wa.us 3/16/2017 www.co.jefferson.wa.us/commdevelopment BILLING ADDRESS: Consistency Review 45.00 Plan Check 90.00 PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN Total Amount Due: $135.00 PORT LUDLOW WA 98365-9766 REMIT TO: Jefferson County DCD 621 Sheridan St. Port Townsend, WA 98368 Please return the above portion with your payment Permit Number: BLD17-00040 Consistency Review 45.00 Plan Check 90.00 Total Amount Due: $135.00 Payment is accepted by cash, check, debit or credit card (Visa, Mastercard, Discover, American Express) To pay by credit card, go to www.co.jefferson.wa.us/commdevelopment, and click on the "Online Credit Card & echeck Payments" link on the left side of the page. (questions: call 360-379-4450) soN c D•AR ENT OF COMMUNITPDEQLOPMENT � 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 ti Web:www.co.jefferson.wa.us/communitydevelopment E-mail:dcd@co.jefferson.wa.us 1 N SUPPLEMENTAL APPLICATION RESIDENTIAL OR COMMERCIAL BLDG PERMIT -- - For Department Use Only Receipt#: Date: Related Application#s: Payment#: Site Information Owner Name: Port Ludlow Associates Assessor Tax Parcel#: 968900034 Type of Building New x Replacement Relocated Addition Repair Demolition *A separate permit is required Select One: Single Family Residence x Modular Other list Proposed Building/Project Number of floors 1 # new bedrooms 2 existing 0 total bed 2 # new bathrooms 2 existing 0 total bath 2 Heat Source Select all that apply: Electric x Heating Oil Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft ICC Valuation (Office use) Residential/Commercial Main Floor 0 1489 Residential/Commercial Second Floor 0 0 Additional Floors- heated/unheated 0 0 Basement-unfinished 0 0 Basement-finished space or habitable 0 0 Detached Garage- heated/ unheated 0 0 Attached Garage - heated/unheated 0 534 Garage 2nd fl- unfinished storage 0 0 Garage 2nd fl -finished space or habitable 0 0 Carport-2 walls or less 0 0 Deck- uncovered 0 21 Covered porch 0 277 Other(shed, barn, pole bldg,etc.) 0 0 Estimated Cost of Project (Required): $314,585.00 $ nOrevILE rr Dirit— '7) (01 "Pt List existing buildings on property(i.e. Oe,gee, accessory dwelling unit, shed,•n, e home, other): All Existing Buildings on Property Use NONE Builders Statement The signer of this statement certifies 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: Print Name: Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet m result in making any issued permit null and void. Cliff O'Brien 1/25/2017 Signature: Print Name.: Date: Fcw Department Use Only Building Permit Fees Building Base Plan Check Review Land Use Review $234.00 Septic Review $80.00 Potable Water $109.00 Technology/Scan $19.50 State Fee $4.50 Other Fees Shoreline Exemption YES Zoning Zoning Other New Address 234.00 Road Approach Total Fees Receipt# Date: Cash/Check/CC: • • �, - 4-5°N Com DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 ( Fax:360.379.4451 Web:www.co.Jefferson.wa.us/communitydevelopment ✓ k " E-mail:dcd@co.jefferson.wa.us otrE8 1 4 2017 , SNI NGS STORMWATER CALCULATION WORKSHEET MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITE) Size of parcel '15 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6559 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: 2298 Does the project convert 3/4 acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. o sq/ft Circle: Yes No Well, utilities,etc. 0 sq/ft Does the project convert 2'/z acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 480 sq/ft 3781 Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 6559 sq/ft Cut Fill (cu/yd) Y ) 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 calc worksheet—REV.10/20/2014 1 ! • • STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 2021 sq/ft Structures(all roof area) sq/ft Sidewalks 0 sq/ft Sidewalks sq/ft Patios 277 sq/ft Patios sq/ft Solid Decks 0 _sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Pervious Pavers Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc sq/ft Other 0 sq/ft Other sq/ft Total New 2298 sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* 2298 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: 34 Does the site have 35% or more of existing impervious surface? Circle: Yes No n 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 Storm water 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. tr am-` (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFRCE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet—REV.10/20/2014 2 • • Sally Ellis From: Sally Ellis Sent: Tuesday, January 31, 2017 7:57 AM ! 715 (c-- 1r-2 (� To: 'Tony Sasse' Cc: 'Michael' !" Subject: BLD17-00040 Lot 34 Parcel 968900034 1 FEB — 1 2017 FFFERSON ,�f Good morning- -•,o ';,;T Friendly reminder we are waiting on the Engineering from Michael for Lot 34 Parcel 968900034 Prototype C15-Quilcene The permit number is BLD17-00040 this permit will not be reviewed by plan check until that information is provided. Thank you Sally L Ellis Permit Technician Jefferson Co. DCD 621 Sheridan St. Port Townsend, WA 98368 360-379-4452 GO HAWK! 1j\AAi ( 1 LUDLOW COVE 2 lQUILCENE Garage Right Car LUDLOW COVE 2 - LOT 34 Garage Left 1 Car PARCEL NO.: 968900034 PLOT P LAN - LOT 34 Garage Right 2 Car ADDRESS: Garage Left 2 Car AREAS _gyp r ( D1, D2, D3 TOWNSEND LOT SIZE 6,559 S.F. 1 M'P eV'v`Q'^ -Cier ."�` ' �Cr- ,, Garage Right ���`" Garage Left F`'' )r Floor - i' `41 Sp' Dr v w _ 41 2, G6 KINGSTON 6-, Z ( r Garage Right 11 Garage Left Op! mt e t_ ` 2 ( S SCALE: 1" = 10 PVc liG2, G6 BAINBRIDGE �d�Sr Garage Right —� _ ....... T-O i..4,! Garage Left 0 5 10 H1, H2, H3 CHIMACUM `c }:/ Garage Right 1 Car Garage Left 1 Car � c-�w 0 „)4.-,o , �� � .:;�; / Garage Right 2 Car/ RAI,,,:,/ Garage Left 2 Car p5-0 rA.�e I .Z t;r L1 Z. / N 6715'35” W 46.68' . / \ I �•� ,�9' 5' BSBL - r I N8 , i - �I 'i I if ' • mo1 ,-7 tail -- - - - - - - •; I ` I l� 7• 5' BSBL\ r I rJ ( III- FIRST FLOOR ', \ 1 z ., \ c i 1489 SF 4/ 5' BSBL \ ( , \ I — . \ S-11� tPT. GARAG Lu o GARAGE \ i 241SF �� � ' \ 291 SFI N � Z \c,,, \to , (I ii \�' \ , f - t s, �� \ .t ' PORCH czif +n APPROVED 184 SF $F e •• ' SITE PLAN \ •1 ` , !' V , ,cc Frit ,, a FEB 1 2017 '''----7 •t, i Se ✓ , \ E-=-----'v-,- se,0 - 4tr SFE. #1•1_,!...,:.4 P { ___ -----""'-"_ : Pi - - - ,11 rem oF •6,:,,,,;„;,641_,‘" 4•011' • ' ....--- V SIGN: r '. t. 'TO . . \ _.-- ......- --, H I : ,. , . . :: ..:.::.. . \t• • • pARKING _ !NMI. _ — , N 7 _ - - - ' , 14' FRONTAGE / - A=23'46'06" �> ' , 5 � • R=112.00 EASEMENT . {, . �.,1f / L=46.46' I L=6.3 - I — -- _ , ANCHOR LANE JEFFERSON COUNTY IDCD° LUDLOW COVE 2 JULY 24, 2015 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1" = 10' PLAN: LOT: 34 JOB # 965-013-007 DRAWN BY: ER ,4" _ Op Front Parcel Review • Parcel 968900034 Printed: February 10, 2017 PORT LUDLOW ASSOCIATES LLC Site Address(es): 70 BREAKER LN ---ANCHOR LN. PORT LUDLOW, WA 98365 401 ANCHOR LN. PORT LUDLOW, WA 98365 PORT LUDLOW, WA 98365-9766 Parcel Number: 968900034 S-T-R: 17-28N-1E Total Acreage 0 Legal Description LUDLOW COVE DIVISION 2 LOT 34 Land Use: 9100 Flood District: Fire District: 3 Planning Area: Flood Map(FIRM)Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: COyMUNITY PLAN: UGA: UGA Trans [P� 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) [ Vi Legal Access to Property NO VParcel Tags or Scanned ocuments YES NO [vi' ESA's: Special Reports Nearby NO e(A,,'�' ,, Designated Designated Ag YES e) 4,4-- Shoreline Designation: YES O [ ] Shoreline Slope Stability: YES CO,;) Stream Type:YES NO / �. FWHCA: YES NO e e to C Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ vr Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ l/f Mineral Lands: YES [ Agricultural Lands: YES [ � /] Archaeology: YES NO [ V No Shooting Zone: 4310 NO 1 citY, [ j/J Stormwater: New Impervious Surface Z4Land Disturbing Activity (4, 5 c ESA's Stormwater Req's:Min Req#2in 1 eq iif thru#5 Min Req#1 tluu#10 4 Engineering [ V Notice Provisions/Disclosure: ' ieoft_,_YES_._.._NO MRL YES NO Forest Lands YES NO [ G Landscaping Required: Yes hTo) [ 1-/r- Parking Spaces Required NO Other I V Building Height: Z UBC Standard [ X Impervious Surface coverageecentage: 10% 25% G� E Resource Lands&Public: Rural Residential: 25/o ) Rural IndustrWther UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ V Total Building (s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10 SF All others:subject to septic&water constraint specified [ VI Setbacks: Front: _ iO Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ v{ Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ (f j SEPA Required: YES xE1vt [ 4 Flood Certificate: /(Jr ( [✓I Existing Case(s) &Condition(s): Violations: Yes No [ 4 Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ Lots/Require Declaration of Restrictive Covenant YES60)submitted: YES NO [ f/] UGA No Protest Agreement YEubmitted: YES NO [IA' Site Visit conducted YES [ fr( Require Final Zoning Approval YES [ ADMIN: Setbacks entered in Permit Plan case efr YES New Parcel Tags entered in Permit Plan YES Special Reports Scanned /A) YES No parcel tags found for parcel Cases Associated with APN 968900034 Review Cases Name Type Status Planner ADR17-00012 PORT LUDLOW ASSOCIATES L F Application Received: 1/31/2017 Permit Issued/Case closed: Case Finaled: 2/8/2017 NEW ADDRESS BLD17-00040 PORT LUDLOW ASSOCIATES L I P David Wayne Johnson Application Received: 1/31/2017 Permit Issued/Case closed: Case Finaled: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE PRJ17-00006 PORT LUDLOW ASSOCIATES LI P Application Received: 1/31/2017 Permit Issued/Case closed: Case Finaled: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE MLA07-00593 SUB07-00038 MLA07-00593 PORT LUDLOW ASSOCIATES LI III F David Wayne Johnson Application Received: 10/24/2007 Permit Issued/Case closed: 9/16/2008 Case Finaled: 9/27/2016 The proposal is to subdivide Ludlow Cove Division 1, Phase 1, Tract E to encompass 42 single-family residential lots on 14.66 acres to be known as Ludlow Cove Division II. The Lots will average 6,106 square feet and will be served by the Olympic Water and Sewer System and include 7.7 acres of open space and a Native Growth Protection Easement. Vehicular access to Ludlow Cove II will be provided via one access from Paradise Bay Road. The Picnic Point pedestrian trail will be extended through the project site, along the northern portion of the loop road, to a connection with the Around the Bay Trail at Paradise Bay Road. The proposed project does not include any work below the Ordinary High Water Mark of Port Ludlow Bay. One storm drainage outfall will be constructed at the edge of the stream buffer and one at the edge of the shoreline buffer. An existing Category II Wetland and Type 3 Stream, together with their associated buffers, will be located in a Native Growth Protection Easement(NGPE)which was approved and established under the Ludlow Cove Division I subdivision. The proposal requires a Type B Long Plat Subdivision (SUB07-00038) and a Type A Shoreline Substantial Development permit(SDP07-00075)for a Primary Use (residential development) in an Urban Shoreline designation. These permits require public notice, a public hearing and environmental review under SEPA(State Environmental Policy Act) utilizing the optional DNS process WAC 197-11-355. ZON14-00006 MLA07-00593 PORT LUDLOW ASSOCIATES Li I A David Wayne Johnson Application Received: 2/6/2014 Permit Issued/Case closed: 4/2/2014 Case Finaled: ZON14-00006 - Ludlow Cove II Phase II Stormwater Permit- Plat Development NILA07-00593* \\tidemark\data\forms\R_Parcel_CRMLA.rpt 2/10/2017 Page 2 of 3 SDP07-00075 MLA07-00593* PORT LUDLOW ASSOCIATES LI . A David Wayne Johnson Application Received: 10/24/2007 Fermi Issued/Case closed: 9/16/2008 Case Finaled: The proposal is to subdivide Ludlow Cove Division 1, Phase 1, Tract E to encompass 42 single-family residential lots on 14.66 acres to be known as Ludlow Cove Division II. The Lots will average 6,106 square feet and will be served by the Olympic Water and Sewer System and include 7.7 acres of open space and a Native Growth Protection Easement. Vehicular access to Ludlow Cove II will be provided via one access from Paradise Bay Road. The Picnic Point pedestrian trail will be extended through the project site, along the northern portion of the loop road, to a connection with the Around the Bay Trail at Paradise Bay Road. The proposed project does not include any work below the Ordinary High Water Mark of Port Ludlow Bay. One storm drainage outfall will be constructed at the edge of the stream buffer and one at the edge of the shoreline buffer. An existing Category II Wetland and Type 3 Stream, together with their associated buffers, will be located in a Native Growth Protection Easement(NGPE)which was approved and established under the Ludlow Cove Division I subdivision. The proposal requires a Type B Long Plat Subdivision (SUB07-00038) and a Type A Shoreline Substantial Development permit(SDP07-00075) for a Primary Use (residential development) in an Urban Shoreline designation. These permits require public notice, a public hearing and environmental review under SEPA(State Environmental Policy Act) utilizing the optional DNS process WAC 197-11-355. SUB13-00016 MLA07-00593* PORT LUDLOW ASSOCIATES LI I A David Wayne Johnson Application Received: 10/31/2013 Permit Issued/Case closed: 1/15/2014 Case Finaled: SUB13-00016 - Minor Modifications to Preliminary Plat Ludlow Cove II per JCC 18.35.340 to realign road segments, reconfigure open space tracts and correct lot sizing. ZON13-00048 MLA07-00593* PORT LUDLOW ASSOCIATES LI I A David Wayne Johnson Application Received: 11/1/2013 Permit Issued/Case closed: 1/15/2014 Case Finaled: ZON13-00048 - Phase I Stormwater Permit- Initial Clearing and Grading of Ludlow Cove II Subdivision \\tidemark\data\forms\R_Parcel_CRMLA.rpt 2/10/2017 Page 3 of 3 -D 1 i 4 2 ( -- BLD17-00040 UILDING PERMIT APPLICATION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD17-00040 Received Date: 1/31/2017 SITE ADDRESS: ---ANCHOR LN. , OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 - LUDLOW COVE DIVISION 2 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900034 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-301-3179 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2018 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,489 VALUATION 314,585.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2015 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 534 SHORELINE: CONST TYPE: DECK: 205 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Type Amount Paid Bv: Date: Receipt Exist: Exist: Permit $2,532.00 SRE 01/31/17 166160 Prop: 2 Prop: 2 Plan Check $1,645.80 SRE 01/31/17 166160 Total: 2 Total: 2 Consistency Review $270.00 SRE 01/31/17 166160 Approved/Date State Building Code $4.50 SRE 01/31/17 166160 Scanning Fee $23.00 SRE 01/31/17 166160 Potable Water Application $131.00 SRE 01/31/17 166160 Total: $4,606.30 \\firicmnrlArin\forme\F RI fl Ann Rlrl rn+ 1/21/9(117 t ODC)Lf• • C) DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment L (4,.:+j E-mail:dcdna,co.jefferson.wa.us `�y -c/I NO JAN0jT PERMIT APPLICATION JEPacen. Steps in the Permit Process: � /f'y -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: 968900034 Site Address and/or Directions to Property: Property is located in the Ludlow Cove Subdivision on Lot 34. Access (name of street(s)) from which access will be gained: Paradise Bay Road,Anchor Lane Present use of property: 9100-Vacant Land Description of Work(include proposed uses): Construction of a single family home with attached garage Wastewater-Sewage Disposal This property is served by Port Townsend or Port Ludlow sewer system? YES if NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit#: _ Community Septic Name of System: Case #: Are other residences connected to the septic system? Additions or repairs to sewage system: Is it a complete or partial system installation: Complete Partial Has a reserve drainfield been designated? Yes No Date of Last Operations & Maintenance check: Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: The authorized agent/representative is thimary contact for all project-related questioned correspondence. The County will mail /e-mail requests and information about the application to the authorized agent/representative and will copy(cc)the owner rioted . below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email(i.e., County email is not blocked or sent to"junk mail"). Applicant/Property Owner Information Property Owner: Name: Port Ludlow Associates Address: 70 Breaker Lane, Port Ludlow,WA 98365 Phone#: (360)437-2101 E-mail Address: ✓ Please contact Authorized Agent/Represents 'a.e ill project info. (select only one). Property Owner Signature: / Date: 01/25/2017 Note: For projects with multiple owners,attach a separate sheet with each owner(s)information and signatures. Applicant: Authorized Agent/Representative(if other than owner) Name: Tony Sasse Address: 70 Breaker Lane, Port Ludlow,WA 98365 Phone#: (360) 301-2936 E-mail Address: tsasse@westharborhomes.com Professional: is this an Authorized Agent/Representative for this project? NO YES ✓ Engineer Architect Surveyor Contractor ✓ Consultant Name: Port Ludlow Associates License# PORTLAL994L8 Address: 70 Breaker Lane, Port Ludlow,WA 98365 Phone#: (360) 301-2936 E-mail Address: cobrien@westharborhomes.com Professional: Is this an Authorized Agent/Representative for this project? NO YES ✓ Engineer ✓ Architect Surveyor Contractor Consultant Name: Michael Anderson License# Address: 330 Cleveland Street, Port Townsend,WA 98368 Phone it (360) 531-1011 E-mail Address: santiago2@cablespeed.com Professional: Is this an Authorized Agent/Representative for this project? NO YES / _ Engineer Architect ✓ Surveyor Contractor Consultant Name: Union Studio License# Address: 140 Union Street, Providence, RI 02903 Phone#: (401) 272-4724 E-mail Address: 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 or her 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent rrupon the property for visits related to this application and subsequent permit issuance. Signature: Print Name: Tony Sasse Date: 01/25/2017 a - c gN C DEPART*NT OF COMMUNITY DEVELOPMENT ,�`� O6. 621 Sheridan Street,Port Townsend,WA 98368 ) ,,� y� r 44, Tel:360.379.4450 � Fax:360.379.4451 ' � �'e r a J , '-C Web:www.co.jefferson.wa.us/communitydevelopment '4-1/2 E-mail:dcd(a,co.jefferson.wa.us ,....)' N 27 '1`r�I NC�o) SUPPLEMENTAL APPLICATION .,�, JA2011 RESIDENTIAL OR COMMERCIAL BLDG RI couiv, For Department Use Only Receipt#: Date: OC Related Application#s: Payment#: Site Information Owner Name: Port Ludlow Associates Assessor Tax Parcel#: 968900034 Type of Building New x Replacement Relocated Addition Repair Demolition * *A separate permit is required Select One: Single Family Residence x Modular Other list Proposed Building/Project Number of floors 1 # new bedrooms 2 existing 0 total bed 2 # new bathrooms 2 existing 0 total bath 2 Heat Source Select all that apply: Electric x Heating Oil Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft ICC Valuation (office use) Residential/Commercial Main Floor 0 1489 Residential/Commercial Second Floor 0 0 Additional Floors- heated/unheated 0 0 Basement- unfinished 0 0 Basement-finished space or habitable 0 0 Detached Garage- heated/unheated 0 0 Attached Garage - heated/unheated 0 534 Garage 2nd fl - unfinished storage 0 0 Garage 2nd fl -finished space or habitable 0 0 Carport-2 walls or less 0 0 Deck- uncovered 0 21 Covered porch 0 184 Other (shed, barn, pole bldg,etc.) 0 0 Estimated Cost of Project (Required): $314,585.00 $ • i List existing buildings on property(i.e. house,garage, accessory dwelling unit, shecl"6arn, mobile home,other): • All Existing Buildings on Property Use NONE Builders Statement The signer of this statement certifies 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: Print Name: Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may r n making any issued permit null and void. Signature: Print Name: Cliff O'Brien 1/25/2017 Date: For Depielowit Use y Building Permit Fees Building Base Plan Check Review Land Use Review $234.00 Septic Review $80.00 Potable Water $109.00 Technology/Scan $19.50 State Fee $4.50 Other Fees Shoreline Exemption › l p� , D Zoning Zoning Other New Address 234.00 Road Approach Total Fees Receipt # Date: Cash/Check/CC: • • ipx)was°N Com DEPARTMENT OF COMMUNITY DEVELOP Nf 7 „ 4 621 Sheridan Street,Port Townsend,WA 98368 t(J17 W �� Tel:360.379.4450 Fax:360.379.4451 f.E ti Web:www.co.jefferson.wa.us/communitydevelopment �®N COU iovt* E-mail:dcd@co.jefferson.wa.us TY0CQ , N��0� STORMWATER CALCULATION WORKSHEET MLA# PROJECT/APPLICANT NAME: Lot 34 Ludlow Cove/Port Ludlow Associates 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. \ILII PARCEL SIZE(I.E.,SITE) Size of parcel .15 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6559 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: 2205 Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. 0 sq/ft Circle: Yes No Well, utilities, etc. 0 sq/ft Does the project convert 2%acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 116 sq/ft 4238 Circle: Yes No Lawn, landscaping, etc. _ sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 6559 sq/ft Cut 0 Fill 0 (cu/yd) 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 a n 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 calc worksheet—REV.10/20/2014 1 i i STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 2205 sq/ft Structures(all roof area) sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios 0 sq/ft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Pervious Pavers sq/ft 0 Driveway, parking, roads, etc Driveway, Parkin9, roads, etc sq/ft Other 0 sq/ft Other 0 sq/ft Total New 2205 sq/ft Total Existing 0 sq/ft TOTAL NEW+TOTAL EXISTING* 2205 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: Does the site have 35%or more of existing impervious surface? Circle: Yes n No n 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 Storm water 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. 1/25/2017 (LANDOWNER•'AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet—REV.10/20/2014 2 • • ".w.....,,�°ray .. s- oo n.e, CONSULTING ENGINEERS February 8, 2017 Mr. David Wayne Johnson Planner Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, Washington 98368 SUBJECT: SITE PLAN REVIEW, BUILDING PERMIT APPLICATION BLD17-00040, LOT 34, LUDLOW COVE II SUBDIVISION PORT LUDLOW DRAINAGE DISTRICT, JEFFERSON COUNTY, WASHINGTON G&O#14559.00 Dear Mr. Johnson: Thank you for the opportunity to review the Master Permit Application, Stormwater Calculation Worksheet, and Site Plan for the proposed single-family residential structure on Lot 34 (Permit BLD17-00040) in the Ludlow Cove II subdivision. We have the following comments regarding the information provided: Site Plan 1. Minimum Requirement#2 requires Construction Stormwater Pollution Prevention(SWPP)measures. The Site Plan should indicate the nature and locations of erosion control measures that will be employed to prevent discharge of sediment to the downstream storm collection system and Ludlow Bay. 2. Minimum Requirement#5 requires On-Site Stormwater Management BMPs meeting the Low Impact Development BMPs included in List#1 (Ecology 2012 Manual, Volume I,page 2-30). The Site Plan appears to indicate that stormwater collected in the roof drains and presumably the footing drains will discharge to a stormwater structure in the southeast corner of the property. If this treatment of stormwater is similar to the other properties in Ludlow Cove II,this would be a perforated stub-out connection(BMP T5.10C). Since this BMP relies in part on infiltration, 701 Dexter Avenue N.,Suite 200 Seattle. Washington 98109 (206)284-0860 Fax(206)283-3206 Printed on recycled paper • Mr. David Wayne Johnson February 8, 2017 Page 2 the area proposed for infiltration should be protected from compaction during construction. Please contact me if you have any questions regarding this review. Sincerely, GRAY& OSBORNE, INC. &al 4,4*- Nancy). Lockett,P.E. NEL/hh cc: Commissioners, Port Ludlow Drainage District Prescriptive Energy Code Compliance for All Climate Zones in Washington • Project Information • Contact Informal) I Jim/ bOr 1.{ /2 t4 r I C c3.G31( CIL P >-' ,�,,,,loS S 0(r ey f'2c L (,,,/'(z.r, (ci- l C k/r,i e$ 0,y- -Ca-cc- 57L' ._. -01 ---Z-9.5'-‘ This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as cho by the permit applicant. 0,• 1 I.,rh?), Authorized Representative Date All Climate Zones "'":41./Th''') 144)‘`'` R-Valuea U-Factors Fenestration U-Factorb n/a 0.30 rfi• � � ' 20 Skylight U-Factor n/a 0.50 - O ' VI Glazed Fenestration SHGCb,e n/a n/a 0ti/li'x` Ceilingk 49' 0.026 `)04) Wood Frame Wall9 m," 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall'' 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. p 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑ 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 itir- lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope lc 2.0 ❑ ld Efficient Building Envelope 1d 0.5 ❑ 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 1.0 ❑ - 3b High Efficiency HVAC 3b 1.0 ❑ („� 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ c}., 5a Efficient Water Heating 5a 0.5 ❑ 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 Ei-- 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 (,_16.t g *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions • • Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 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 2015 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 0 At Other ©Heat Pump Contact Information LCC LotInformilcene C 15 �: tafP part Ludlow Associates LLC ,'',•P%.1:-.%.1,;,,,,,,,,,,i''' Ludlow Cave Cottages, •, Tony ,i' . -Port Townsend ,,,-4',' 360-301-2536 . 0 11 X , .,,,,;:,i, �.0 ` Heating System Type: �' ' To see detailed instructions for each section,place your cursor on the word"Instructions". J4 At Design Temperature L�°r',' A y (7 /0? Instructions 51Design Temperature Differenc'er( , 4 '(? ,ire '`', AT=Indoor(70 degrees)-Outdoor Design er ` Area of Building U��rie Conditioned Floor Area ��0 Instructions Conditioned Floor Area(sq ft) 1,489 AverageT49 _-,.._ ' Conditioned Volume Instructions AverageCeiling Height(ft) 8.0', 11,912 1 R-38 Vented Glazing and Doors U-Factor X Area = UA Instructir�s R-2L Intermediate • 0.30 379: 1 113.70 Skylights rR-38U-Factor X Area = UA Instructions 0.50 --- Insulation(No Below Grade Walls in this proje'.', Attic U-Factor X Area = UA Instructs(No Slab Below Grade in this projec �j %j% 0.026 1,780 46.28 Single RS No slat,on G17adein this project. +tgs U-Factor X Area UA Instructions • 0.027 0 : Above GrN-P:` ..� • U-Factor X Area UA Instructions 'v 0.056 1,780 99.68 Floors X Area UA Instructions a, 0.025 1,780 44.50 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions ! '' a ! 0 .;' Slab Below Grade(see Figure S) F-Factor X Len•th UA Instructions „cO 4 0 , bo� »r . ✓ / «ate ,s.G �„, Slab on Grade(see Figure 1) F-Factor X Len•th UA Instructions Location of Ducts Instructions F Duct Leakage Coefficient '';5 1.00 Sum of UA 304.16 0 Envelope Heat Load 13,687 Btu/Hour Figure 1. Sum of UAXAT Air Leakage Heat Load 5,789 Btu/Hour VolumeX 0.6XATX.018 Above Grade ( Building Design Heat Load 19,476 Btu/Hour i ”"'" Air Leakage+Envelope Heat Loss ,,,-/-0— Building and Duct Heat Load 19,476 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 eh Maximum Heat Equipment Output 24,346 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) -, * 2015 Washington State Energy CodAlternative Worksheet,Type R-3 Occupancies • Port Ludlow Associates 70 Breaker Lane Port Ludlow,WA 98370 Ludlow Cove Cottages N i ' Lot 34 Quilcene w Tony Sasse s. a' ?o 360-301-2936 Conditioned Floor Area 1,489 Component Performance,R occupancies Code Target Values Proposed Design Area UA Area UA Doors U= 0.300 93 28 93 22 Overhead Glazing U= 0.500 0 0 0 0 Vertical Glazing U= 0.300 219 66 219 65 FlatNaulted Ceilings U= 0.026 1,780 46 1,780 48 Wall(above grade) U= 0.056 1,845 103 i 1,845 105 Floors U= 0.029 1,780 52 1,780 45 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 2951 Proposed UA TotalCred285 Target Credits from Table 406.2 1.5 Proposed Tables 4006.2 6.2 4.0 Qualifies,please check for complete Component Desripti< If the Proposed UA<_the Target UA,and the Proposed Credits from Table 406.2 are>those required in Section R406.2,then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet i"°n Area UA Therma Tru Classic Craft V Custom 0.23 1 3 ° 6 8 20 5 Therma Tru Smooth Star v' Custom 0.14 1 3 ° 6 8 20 53 3 PlyGem Pro Series 960 HPSC Patio Door • Custom 0.27 1 7 6 7 ° 14 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 93 22 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 V 0 0.00 0 0 Sum of Area and UA 0 0 9 ie...) Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/26/2017 1 of 4 2015 Washington State Energy Code: Alternative Worksheet,Type R-3 Occupancies Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA PlyGem 400 Series Single Fling HPSC • 10-6B 0.30 10 2 8 5 ° 133 40 PlyGem 400 Series Single Hing HPSC V 10-6B 0.30 4 2 8 4 2 44 13 PlyGem 400 Series Fixed HPSC V 10-6B 0.29 1 2 8 3 ° 8 2 PlyGem 400 Series Fixed HPSC V 10-66 0.29 3 2 4 2 4 16 5 PlyGem 400 Series Fixed HPSC V 10-6B 0.29 2 1 4 2 4 6 2 PlyGem 400 Series Fixed HPSC 7 10-6B 0.29 1 4 8 2 4 11 3 v 0 0.00 0 0 V 0 0.00 I 0 0 c 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 ...............................................................................................................................................................-- • 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 --- - ♦ 0 0.00 0 0 • 0 0.00 0 0 V 0 0.00 0 0 7 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 • 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 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 • 0 0.00 0 _ 0 v 0 0.00 0 0 7 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 Sum of Area and UAF-219 65 Giazing Area Weighted U 0.298 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State Unisersity Extension Energy Program. (see copyright restrictions) 1/23/2017 2 21 4 - • • 2015 Washington State Energy Code:UA Alternative Worksheet,Type R-3 Occupancies • • Flat/Vaulted Ceilings PlanComponent Attic ID DescriptionRef. U Area UA R49 blown Attic STD baffled V 10-7 0.027 1,780 48 • 0 0.000 0 • 0 0.000 0 w 0 0.000 0 Sum of Area and UA 1,780 48 Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap • 10-5 0.057 1,845 105 w 0 0.000 0 • 0 0.000 0 V 0 0.000 0 Sum of Area and UA 1,845 105 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc IF 10-3 0.025 1,780 45 • 0 0.000 0 • 0 0.000 0 • 0 0.000 0 Sum of Area and UA 1,780 45 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA • 0 0.000 0 • 0 0.000 0 V 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 • 0 0.000 0.0 0.000 0 • 0 0.000 0.0 0.000 0 • 0 0.000 0.0 0.000 0 Sum of Area,Length and UA 0 0.0 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/26/2017 3 of 4 • 2015 Washington State Energy Code: lternative Worksheet,Type R-3 Occupancies III Table R406.2 Summary Opt. Description Credit(s) 1a Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope 1b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑<>' ld Efficient Building Envelope ld 0.5 ❑ 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 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑::, 3c High Efficiency HVAC 3c 1.5 ❑ 1.5 3d High Efficiency HVAC 3d 1.0 El 4 High Efficiency HVAC Distribution System 1.0 E.I. H J 5a Efficient Water Heating 5a 0.5 ❑ 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 C( ::1.5 5d Efficient Water heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 3448 kWh El: 1.0 Total Credits 4.0 *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) 1/26/2017 4 of 4