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Home My WebLink AboutBLD2012-00225 •UILDING PERMIT APPLICAIN MLA12-00149 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD12-00225 Received Date: 7/23/2012 SITE ADDRESS: 171 SHORE DR PORT LUDLOW, 98365 OWNER: GARRETT LARSEN PHONE: 206-842-9984 DIANNA L LARSEN 120 MARINER PL PORT LUDLOW WA 98365-8738 PARADISE BAY ESTATES SUBDIVISION: Block: 14 Lot: 3 PARCEL NUMBER: 983401403 Section: 23 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ ATT GARAGE & CARPORT TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,505 VALUATION 250,963.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: 576 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 90 CONST TYPE: 5N SHORELINE: GARAGE: 598 CONST TYPE: SETBACK: DECK: 580 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 36705 BEDROOMS_ : BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 To • 3- Routing Date:-_ .1 Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,839.35 LYK 07/23/12 135014 Plan Check $1,195.58 LYK 07/23/12 135014 APPROVED State Building Code $4.50 LYK 07/23/12 135014 JAN - 2 2012 Potable Water Application $64.00 LYK 07/23/12 135014 Total: $3,103.43 Jefferson County DCD \1tirlem•arl,1r1.t fnrme\G GI fl Ann RtrH rnl 7/75/9!119 BUILDING PERMIT APPLICAI .JN Review Type: i Review Type: l Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD12-00225 Received Date: 7/23/2012 SITE ADDRESS: 171 SHORE DR PORT LUDLOW. 98365 OWNER: GARRETT LARSEN PHONE: 206-842-9984 DIANNA L LARSEN 120 MARINER PL PORT LUDLOW WA 98365-8738 PARADISE BAY ESTATES SUBDIVISION: Block: 14 Lot: 3 PARCEL NUMBER: 983401403 Section: 23 Township: 28 N Range: 61 E 1 CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR W/ATT GARAGE & CARPORT TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN 1,505 VALUATION 250,963.00 ADD'L: HEAT TYPE EEE CODE EDITION: 2009 HEAT BASE: 576 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 90 SHORELINE: CONST TYPE: GARAGE: 598 SETBACK: DECK: X580 BANK HEIGHT: SEWAGE DISPOSAL: ALT . WATER SYSTEM: 36705 l*et)BEDROOMS: BATHROOMS: ,S' Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 11MIOf C.cfr1 I� To Rou ir�'Date:- — '44 o Type Amount Paid By: Date: Receipt: Approved/Dte Permit $1,839.35 LYK 07/23/12 135014 • rm. Plan Check $1,195.58 LYK 07/23/12 135014 r - State Building Code $4.50 LYK 07/23/12 135014 , Potable Water Application $64.00 LYK 07/23/12 135014 Total: $3,103.43 i `mssON cart DEPARTMENT OF COMMUNITY DEVELOPMENT +� 2� 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax: 360.379.4451 Web:www.co.Jefferson.wa.us/communirydevelopment q . . 0O E-mail:dcd( )co.jefferson.wa.us "5./11 N G� CERTIFICATE OF OCCUPANCY PERMIT #: BLD12-00225 APPLICANT: GARRETT LARSEN PHONE: 206-842-9984 DIANNA L LARSEN 120 MARINER PL PORT LUDLOW WA 98365-8738 SITE ADDRESS: 171 SHORE DR Issue Date: 01/2/2013 PORT LUDLOW, 98365 Final Date: 6/1/2015 SUBDIVISION: 9834 - PARADISE BAY Block: 14 Lot: 3 PARCEL NUMBER: 983401403 Section: 23 Township: 28 N Range: 1E PROJECT DESCRIPTION: NSFR W/ ATT GARAGE & CARPORT THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 6/1/2015 \\tidemark\data\fo rms1F_BLD_Occupancy.rpt 6/10/2015 Ilia r4r4 Transmittal ,� r ' �° � May 28, 2015 _ALAI LARSEN ARCHITECTS David Wayne Johnson Jefferson County DCD Port Townsend, WA 2 copies Site Plan revised 5-28-15 Larsen Residence @ Paradise Bay. David. I'm hoping you can do a review so that I can call for the final inspection for Friday the 29th. Thanks / D MAY 28 2015 JEFFERSON COUNiY arrett n ror4MiinflYDEVELOPMEFIT /7/g//ME/ Pat44514 '9 is TEL 206•84 1•9984 1-4,44-•-8,1- 7 • c5oN .\ JEFFERSON COUNTY Ilit2j i DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 i Web:www.co.iefferson.wa.uslcommunitydevelooment ''ysH soNo`' Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd[a?co.iefferson.wa.us SquareONE Resource Center i Building Permits & Inspections I Development Review i Long Range Planning May 26, 2015 GARRETT LARSEN DIANNA L LARSEN 120 MARINER PL PORT LUDLOW WA 983658738 RE: DR CASE#: MLA 2 001 9 CCSPI2 00004 Dear GARRETT LARSEN: Jefferson County Department of Community Development staff have reviewed nde pprove tisethe as-built submitted for your Critical Areas Stewardship Plan(GASP) app submittal m n your the p_ prove GASP.nSubmi the is to prepared epo and all subsequent annual monitoring re o the aJp monitoring reports to Jefferson County Department of Community Development by the due date specified in the CASP or the permit conditions. Failure to submit annual monitoring reports by the due date may result in Jefferson County using portions of your mitigation performance bond to conduct the monitoring on your property and/or implementing maintenance activities or contingency measures as necessary to fulfill CASP requirements. If you have any questions, contact Jefferson County Department of Community Development (360-379-4450). Sincerely, Department of Community Developme• ,Staff c: File C---4 1 vrt'i ai Dial, -G tan- d et7I LA_ . 04 J ..,C a Au-1- AO ,t Bt c)- t 111 f Irz� . � 11.14-0-4- Yi-j r1 .� (;; Lwt , 3D/5 . "� G \\tidemark data\forms\F_CSP_AsBLT approved,rpt 6�261205 Mary Blain From: Mary Blain Sent: Thursday, February 26, 2015 9:22 AM To: Carl Smith Subject: regarding Garrett Larsen Carl, I am having some concerns with the Garrett Larsen case. So a number of things are going on: 1. The revised site plan has not been signed off by septic,so technically his actual building permit is still in pending status and is not approved. 2. Donna has not reviewed the revised site plan for the CASP, so that puts the CASP approval back in pending status until that is complete. 3. His septic system is not finaled and won't be for at least a few more days. 4. He has done substantial work that violates his stormwater plan, site plan, and CASP. 5. He occupied the home without a final, tco or co. In all other permits, no inspections are done, including a final, on permits that are not in approved status. And no final inspections are done unless the septic system is in finaled status, even if septic says it's ok. If it is ok, it needs to reflect that in Tidemark, and Garrett's is not complete"enough" for eh to final it. We have never allowed an email from Randy as a substitute for an actual final. Also, he has done work done without permits, he covered up a Stop Work order sign (which carries fees), and moved into a structure that not only is not finaled, but has the actual building permit in pending status. My concern is that it seems we are accommodating his blatant disregard for a number of our regulations and federal codes. Also, I'm worried the dept could come under scrutiny for unfair treatment, since we have a standard for procedure that we follow to ensure fair treatment for the whole public. I would appreciate your advice on this. I'm concerened it could all blow up in our faces if we proceed with this TCO. 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 mblain@cojefferson.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 1 Sally Ellis From: Randy Marx Sent: Wednesday, February 25, 2015 11:57 AM To: Sally Ellis; Mary Blain Cc: Evan Dobrowski Subject: Garret Larson Health is ok for a temp CO for his residence. Please hold final CO until he has a final approval of his septic system. Thank You Rcutzly. 71tecftx Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><(1(C> >eur, ><( ><(((r> >ear> ><(((c> > < `.> ><{{r> ><»<> ><W> Septic Permits Online (tAnk) Environmental Health Web Site (Link) CONFIDENTIALITY NOTICE: rick..,6ng any ;E;fry,'the nol : tinc o tho n.tend:tn rcnnpttnits) and may contain confidential and privileged information. Any enauthor zed review, use, chsciosure, or d!stribution s prohtited. Ii you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message PUBLIC RECORDS ACT NOTICE: All e-mail sent to lhi address has been received by the'Jefferson County e-mail system and is therefore subject to the . Public Records Ad;a state law found at RCW 42.36. Under the Public Records law the County mud release this e-mail and its co tents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is e empt from disclosure under state law,including RCW 41)6. 1 Mary Blain From: David W. Johnson Sent: Monday, February 23, 2015 8:21 AM To: Mary Blain;joeldugan @comcast.net Cc: David W. Johnson Subject: RE: Larsen -Stop Work Joel, We met with Mr. Larsen to go over the necessary revision and his is going to remove the walkway with stairs, so I pulled the Stop Work so he could do that. When I get a free moment (ha ha) I will send the site plan I have signed off on. From: Mary Blain Sent: Monday, February 23, 2015 8:13 AM To: David W.Johnson Subject: FW: Larsen - Stop Work Importance: High Has the new site plan been approved yet?? From:Joel Dugan [mailto:loeldugan @comcast.net] Sent: Monday, February 23, 2015 7:52 AM To: Mary Blain Subject: Larsen -Stop Work Importance: High Mary, It appears that the conditions of the stop work order and new site plan have been approved on the Larsen project as the stop work order has been removed and construction has started again. I never did receive the new site plan that was submitted for approval. Is there any chance of getting that still? When I originally put in the complaint that lead to the stop work order due to the violations on the Larsen project, I believe you told me that I would receive a notice explaining the resolve to my compliant. Is that the case or did I misunderstand you? Most importantly to me in the entire matter is the concrete slab and walkway Mr. Larsen poured right on my fence without a footing or drainage. It is a poorly constructed eye sore with a slope that puts water on my property. I also had a question of height of this poured pad that changed the original grade when it comes to fencing. Does the 6 foot high fence without permit measured from the original grade or the newly established grade that Mr. Larsen has developed? I know that you are all understaffed at the County and I greatly appreciate your communications, but I am disappointed that my calls to Carl Smith were never returned or at least acknowledged especially after David suggested that I do so. It would be helpful to know what is going on with the Larsen project so that I know the changes that are taking place, I won't be surprise with construction that takes place that prompts a call to your office for clarification and lastly so that I can be your eyes in the field since you are understaffed without the ability to oversee construction matters until a complaint is filed. If I need to pay for and schedule a time to get this information please let me know and I will do so. 1 Thanks again for all of your help and we look forward to working with you in the near future on a new home construction project! Joel Dugan 206.300.1781 2 Mary Blain From: David W. Johnson Sent: Monday, February 23, 2015 9:24 AM To: Sally Ellis Cc: Mary Blain; David W. Johnson Subject: RE: BLD12-00225 Larsen I have approved the site plan. I have also told him he can proceed with work to final is permit. He cannot final his permit until Randy and Mary have also signed off on the site plan. From:Sally Ellis Sent: Monday, February 23, 2015 9:02 AM To: David W.Johnson; Randy Marx Subject: BLD12-00225 Larsen Hey guyz- I am just wanting to have a paper trail on what is going on with this permit and the stop work order. Garrett Larsen 171 Shore Dr. NSFR W/Attached Garage &Carport I know David and Mary had an sit down appointment with Garrett- on 2/19/15 and he submitted revised site plan- I know David has given that site plan back to me- However is E/H done with their review- and has everyone signed off on this revised site plan? Basically can I call Garrett and tell him the revision is approved and he can go forth with this permit? Thank you Sal I r _erd, ,„ y,1,?,,,t''': 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.iefferson.wa.us http://www.co.jefferson.wa.us 1 ke ��` -- 1' A `�----- 817 1. \O M rri ^'i ° ° v til 111110:: r.,..., or.„ 1 � - Nb ric t �� _r ,9 Z�'�{ _ Q N ,c�� \\3 -, :r -1',.bpd„�'yR Si _ 0,0:Th icir) c-.)”___::a):1 in — t �$,: 1' I l 9 ,{, milt I p` i „ v \ I R; a Z `"- 0,3_ i , �_ i3� h sat H:! :J -D _ 0. VU ,I:! L1- �-- V ; t gyp}° pyo 1 I II zA.-r :-.- A - ---'-- 7 '!Z P Ullukt IA v ‘ v,)1,0 •i I- ' L ^fix- . ,I ' i �i 1 N \l ,0„ ill , k I rl E .5-, ilk ,@ c„ CD ,.; •a �� A P.' � 3 Iii I. s a 1 (tr N o °u _ p 1 l �n al § iEit I • linrl J o / hl 1 11 --.,/ 1 Y 1 IA I� 1 ■< 1 -> c � i <7 HU 1-1 ; • . / ' o .yam I n lir j co a[— \!p s 33 �[ �i 11 �A. /11 -Ur ' o ' _ _ a 1� —.. :� f \ \ 111 1 T — 7 - -i([ µ µ �[ l t I s ,\,_�1d» ! v 11 N li i� ? p /�, s F - / / / ., / �4I /id 1 r I / f t 7 v a / /� f ! I / / o J O 1µ9 , � / 4 O o m --P •r ti 1 �� _ / �� r q 9 ) e . :2 el N N 1_ O Cdr 6 0 0 �'� 0 G t3 DR- 41- L- y'lti.IvA- R x'A£ .r->:' • r Date 1I/.11 'time received Y✓gg am pm Mo 1111M _Wed: Thur. --Fri. BLD: 17— 61),S--- Date: /0"/ - OWNER: 7 I_ _ Contact Name. V1-2-- ADDRESS: j 7 1 S•�V-C �y— Contact Number:360 q k. Notes: 206 . Foundation Plumbing • Framing Propane Tank - Mechanical Setbacks Under-ground_ Framing Underground _ Furnace Footing Rough In Air seal _ Above ground _ Gas — Stemwall _ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts _ . Post Hole = • Ventilation - . Appliance Underfloor _ stove Man-Homes - Setbacks Insulation. Final Inspection Foundation= S: Y Block&Tie floor_wall ceiling Address Posted �F"$�"' co JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -,,,,\ !\Gt- Date: 16 Time Received: S"I(Q am/61 Mon. Tue. Wed. Thur. Fri. c� Date: f'.�7 BLD: 1.2 2ZJ Contact Name: Owner: Contact Number: 360 Address: 17 1 or-<- 206 7cm L ) Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In= Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling sg°'. °o� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4 2 I �` ,./ Date: R'f 15— Time Received: / ( -/ am,er Mon. Olt: Thur. Fri. Date: BLD: 1 6-2-,5 Contact Name: Owner: Contact Number: 360 Address: I 7I ilet-e.-*--t._ Dr 206 e7-(0I[k(e� Notes: 57—Ada- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing 43- Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/VWood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block & Tile Ceiling �,SO, ep _` �°i JEFFERSON COUNTY � } ,� DEPARTMENT OF COMMUNITY DEVELOPMENT Gdr"' 6 °/- H(NG Date: A -(Time Received: / 7 am,P Rion. Tue. Wed. qg Fri. 45 Date: Je—`Z, BLD: 1)-- 2,5-- Contact Name: Owner: Contact Number: 360 Address: 11 °rZ 206 1?O 4-184,0 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall v4 Address Posted Block &Tile Ceiling miimimimid ¢g ON CO k % JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 94'Hf N O'O$ Date: 1-9 Time Received: 7 ii 1 am r is Mon. Tue. Wed. Thur. Date: BLD: I Z - 2 ZS- Contact Name: Owner: Contact Number: 360 Address: I _-7 I S'Li a.--z (Jr 206 7 10 y66 4? Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground n Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ____ MM QyON c 4'4111'f, JEFFERSON COUNTY / DEPARTMENT OF COMMUNITY DEVELOPMENT ,�// Date: Time Received: 2 s-L-1 a mrpP Mon. Tue. Wed. ( LUt/ Fri. Date: q//7 BLD: 1Z y'vS-' Contact Name: Owner: (---44.Sp� Contact Number: 360 7 Address: \-71 .cwt, Dr 206 fZaq Notes: 6--?M-A45 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear X Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Fina Inspection Setbacks Floor Foundation Wall Add ess Posted Block &Tile Ceiling ,,,4°N -c JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT i .9Sy, D 7 ate: ��j'7 Time Received: /Z3.3 am, Mon. Tue. Wed. Thur. Fri. /__ Date: ( - D BLD: / -2a,5-- Contact Name: C‘-401- Owner: Contact Number: 360 Address: / 7/ j'ho/c 206 aq'D `twoo Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection 1 Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling t ��z., JEFFERSON COUNTY y. DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 8-'7„7_,Time Received: .s�5P am, r ■ o Tue. Wed. Thur. Fri. Date: O BLD: 1 /,- a25 Contact Name: ,_fit' Owner: Contact Number: 360 Address: 17 / A-12-of-6 dy 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block& Tile Ceiling „,,`,5°.‘'—'-';'; JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ASH:SGS`"4. Date: .. Z-f Time Received: 30C( amp= Mon. Tue. tired. Thur. Fri. Date: A/Z-5- BLD: 0-- 22.)” Contact Name: Owner: Contact Number: 360 Address: f'?1 ilior' dr 206 7q7 A ��, a. - - Notes: �:.f r Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation ^ppliance Underfloor Gas/Wood stove Man-Homes Insulation Final I spection Setbacks Floor Foundation Wall Addr-ss Posted Block &Tile Ceiling �e�soN co, JEFFERSON COUNTY ..` �� DEPARTMENT OF COMMUNITY DEVELOPMENT H1NG. Date: /V//p Time Received: S:271.-- a pm Mon. Tue. Wed. , Thur. ffir Date: /0//e, BLD: 17.— — 7---2.5 Contact Name: Owner: LARSOra Contact Number: 360 Address: /7 1 46beF PR- 206 --mb 4"s%46,i1 Notes: w Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ^q Sn I 4Fe C? JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT SKI N G'C Date: Time Received: am/pm Mon. Tue. Wed. Thur. Fri. Date: BLD: Contact Name: Owner: Contact Number: 360 Address: i j/ 5/.J 3Z 17'2. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 4FQ-S0 C0 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT g'ISHI NO Date: ID`-) Time Received: (1r4c am/p9 Mon. Tue. Wed hur. Fri. dr Date: Y • BLD: 1 .--02' Contact Name: Owner: v‘ >p 7/\ Contact Number: 360 Address: `— l S (.+"3 L..2_ 0et_ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines /----- Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling p 0T, C e cij JEFFERSON COUNTY -1SHI Gt°2 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: If , Time Received: I �7 arrr Mon. Tue. ed Thur. Fri. Date: g -ki- BLD: 12 - 2 x S-- Contact Name: Owner: Contact Number: 360 Address: )7 f .-540r--6 / 206 -t) �JYj —17-- 6 Notes: l^' i""-'" /� • // r Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block & Tile Ceiling ti�.',-sON � JEFFERSON COUNTY NIA �2: DEPARTMENT OF COMMUNITY DEVELOPMENT c) 9y,01 N�� Date: c/is Time Received: 2 ;15 arr 6 Mon. Tue. Wed. Thu . Fri Date: S/N BLD: (Z - Z-7-5 Contact Name: Owner: LP Contact Number: 360 Address: (71 S k E ®K 206 W6- ylc6z4 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation ppliance Underfloor Gas/Wood stove Man-Homes Insulation Final I spection Setbacks Floor Foundation Wall Addre s Posted T - Ceiling (._____y��Li„ JEFFERSON COUNTY C `/s DEPARTMENT OF COMMUNITY DEVELOPMENT i21/1 s- Date: Ti a Received: _S- am/41 Mon. Tue. Wed. dr. Fri. BLD: 2:__22_2_r__________ Date: Owner: Contact Name: Address: Contact Number 360 /7 ( Ste.-- r 206 70 W e° Notes: Cz (e) iJ- R- l� l Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing g Underground Furance Footing Rough In Air Seal Above ground Stemwall Hydronic Exterior shear Gas Straps Hot Water Htr Exterior lines Oil Interior shear Interior lines Post Hole Ventilation Ducts Underfloor Appliance Man-Homes Gas/Wood stove Insulation Setbacks Final Inspection c Foundation Floor Block &Tile Wall Address Posted Ceiling (E-i _ t7 - ,S----C T • E N G I N E E R I N G 180 Nickelson St. Suite 302 Project: G , G it4•'2nt) €4.-s .'•" C. JEFFERSON COUNTY (v�/�Df _ !�, Seattle,WA /t.�r, ,��/ ��rr BUILDING PLeRE . I �• (206)285-4512 Chant: `!/�'�� urT�L�7�((�Q', Fax: gtigight ED (206)285.0618 ❑ APPROVED AS NOTED • • • ❑ (r�REJECTED • Date C . l` �`� ev rarer ' • C • • • • 0 1.■ X r >< ; .i ; ': 4:,....r+INNy:e. 4 i • N. .. - : • , r • , ..,/". . . !, ! -' I — - •• '. , : f . I , , �, ¢ _ _ j , 4I ./ ( -. i•.__ I i f ^° ' .4.' 0: ,77/iCK C. ' 1 -�yv �.IJ� I , : I I 397. I '• .EGI r RED /'is ; S 4 t ©F WAStfiN�Tgyr r .• . Structural Engineer, Mary Blain From: Mary Blain Sent: Thursday, February 26, 2015 9:22 AM To: Carl Smith Subject: regarding Garrett Larsen Carl, I am having some concerns with the Garrett Larsen case. So a number of things are going on: 1. The revised site plan has not been signed off by septic, so technically his actual building permit is still in pending status and is not approved. 2. Donna has not reviewed the revised site plan for the CASP, so that puts the CASP approval back in pending status until that is complete. 3. His septic system is not finaled and won't be for at least a few more days. 4. He has done substantial work that violates his stormwater plan, site plan, and CASP. 5. He occupied the home without a final, tco or co. In all other permits, no inspections are done, including a final, on permits that are not in approved status. And no final inspections are done unless the septic system is in finaled status, even if septic says it's ok. If it is ok, it needs to reflect that in Tidemark, and Garrett's is not complete "enough" for eh to final it. We have never allowed an email from Randy as a substitute for an actual final. Also, he has done work done without permits, he covered up a Stop Work order sign (which carries fees), and moved into a structure that not only is not finaled, but has the actual building permit in pending status. My concern is that it seems we are accommodating his blatant disregard for a number of our regulations and federal codes. Also, I'm worried the dept could come under scrutiny for unfair treatment, since we have a standard for procedure that we follow to ensure fair treatment for the whole public. I would appreciate your advice on this. I'm concerened it could all blow up in our faces if we proceed with this TCO. 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 mblain @co.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 1 and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is als• exempt from production to the requester according to state law, including RCW 42.56 and other state laws. 2 ti tx1 i � . _ <<KG •O PO ,_, ,,,,,,--, V 11 J �A ' TJ 0 W DO Iy _ - �.� a � °� ° bo � a 0.10 x r._, n-t FM t; CO 0 °pw CO) " N P h in 1. ■4 .4.4. t-.I 44. V) '2 (1) M =_ 44. d b t Ilii .—' q,_,_., rn rn �' \ A ➢ _. 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MIND SPEED: MPH ENP. SEISMIC: _ -C w�V` ROM LQAD ROOF LOAD C EI ICT ➢ rn __ r 70 7 Z _n .\v LIVE LOAD: PSF LIVE LOAD: PSF < CP c O = < n O \"�, DEAD LOAD: PSF DEAD LOAD: 1S PSF ---I fin R 70 rn Fri 70 z ➢ D rota LOAD: PSF Toro LOAD: JO PSF D -1 rr , C D 'N € 1 i _ PROJECT NAME TT C) � c) 0 � rnG N 7 g GARRETT LARSEN O C =IKOz � rnO aE .. rn C) 0 o o ° A PARADISE BAY RESIDES CE 1-n z z O _ v_> 20130205-0006 rn 70 rn rn E -- 5ffE ADDRE55 z z z — r-n e CONTACT INFORMATION c°, o o GARRtI I LARSEN 171 SHORE DRIVE ,� CO m (.5) o g LARSEN ARCHITECTS PARADISE BAY, WA 58365 c cn z 1a 120 MARINER PLACE r G) % -R PORT LUDLOW, WA / 2 ° 206-842-9984 / / / ,bE ■.,74aacsnm¢w ■e•m,.//‘ L .IiLlis4 t5 r T_Q_1; M / / l?x c • n l� 1 A l�iJ t4. 0. %....) s9xo� 2x 2 °exVg CC`r O a s � CD t__— _ cil I 4�6 Co k•HY- (,) _ L I TTlM o � £ tlM ll s it6 cw Q q ;fir..�ri 0 �S 1,...2'' .II, �� 1 13Ntl1 r�I01-iLI, ,: r g b�: z n II �^ O e wM T_(IIVM / tla°yxo" �� a95,BX.0: It_ a ! _x 1 ., i Hi' .i5-.b l 1I .. 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A IN I 1 ch�' Y'k' -I (312,' II__ ;! 4 II '.+ rx R 1 m R N n, I�, L V ° I 1I IIuiii d-1r1' mI v II I Imo( II I rilA I I h 6'-T II 1 4' T I I N 6 7t. 11 IT "Pi a 1I 1''� x F N a N N 6. L ' a - -- - . — _ IAN I 9'4 III . , III N 4 ---' ,,,.. I IL jaI k 9.4 1. F22 5, s ��'I� I x o NCI rr tEri 14 >P- m_I y �� w � A I m i 1 ; am II In 7:j i I 0 n i NI.II . Pte' ' " (212w I-.. I � _ I. 9'-3'PANEL I I 9'-4 1 I 11 PROJECT INFORMATION: CUSTOMER APPROVAL: REVISIONS: PREMIER GARRETT LARSEN • �• ° °ERRORS �" WALL LAYOUTS PATE TEE�,t TREY O S I PS PARADISE BAY RESIDENCE ` � " M. I ; FIEI FOR E. 20130205-0006 • evansamenenr A OM=Gewor V AO A TILL PA V 1104 ........... -.... E. 4609 7011 1rc 4'40,14*.IVUhMma.98424 * I I I a —,P qt Ill I I II \ . I I I 1(AD N I \ 4 Ti'FAN0. / I In I ( P I Y I I I U ;_ 1L 7 _ 9.-I'FANd \ --\ I / I II fl : fN�, \ X 2 1 • m \ m k,- '.:.•::::,:,:,':• tig 0 0 4''' .tS, N, . I . I h \ � . e g- .r v H n py I rnti I . . 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I• ry . •NM(�� l�J �0 P p /� � 1� f� r A �)I� ff�� f� H,� w P 4 ® ® u �� rz 0, D � PG"1rn�lf-►IV;1.7 � uh i n1L�s_ �JI�l1�"J�I� ® � ® P 1 El a ® PaR aD= Got f9 lV'9n asa=R.1C =01A g o zing i n � tgt : E APPROVED _ STORMWATER PLAN 0 cad �c, JEFFERSON COUNTY ti ' ts- p4 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 9836: DEPTOFD►F=:i. COUNTY �1--r), t t , ELOPh1£;NT jam q�, p 360/379-4450 •360/379-4451 Fax SIG\.�,• FITNG http:!/vdww.co.jefferson.wa.us/commdevelopmentl ......—�.m. STORMWATER SITE PLAN SUBMITTAL TEMP • E MLA# -t-LA CI PROJECT/APPLICANT NAME: Please answer all of the following questions to the best of your ability. Where th=144 iCegp IIe ite map, the applicant may choose to either incorporate the elements into the general plot plan fgrlih er an Use AppltcatiO 'o Ito submit a separate stormwater:site plan map. I : ,II II 1 1, I JUL 4 2012 11 I I ' �I . . !Li Project Overview 1 i 1. Describe the proposed developed conditions of the site. Indicate position and relative sizARAF lrnpr vemen son the site map. DEPT DE COMMUNITY DEVELOPME IT 22'E.W1/hir/DF,• 1.. i1 '/AtC" i iir Of" 40 444/s5,0 _rte- if,/ of • ,. G'Y 0 S_, /_, . . / a. ar Lat.- '21 bp/1G R64je,al/4/ .ve7iIle ,�,Sdpfpen/ Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. $L345 ' /Al lg.° ' Ta . 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 5407.# .3)is"/12.7 9 , /* Iy ,e-Asr, 50�y Sz.i4ele 7 ,J,-)j "ESN 4. Describe the existing soils. Indicate soil type on the site map. 5/9,g42/41 aaes, ,Lady Avgi2_ s w.-jp HOC& 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the grpund). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. i- �`-_ f a A . 1a 7 Ar . /, .- /// u`e c./ k/ -.57 70 EAST A5 A G4 ' -Ak C /V4,J,LFL c 6. Describe any excess levels of noise generated by the proposed use or activity: O I 1 - U _t I \V Mill V in ! J U L 2 4 2012 1 11 J Li I I I JEFFERSON COUNTY stormwater site plan template.doc-rev.10/12t2003 L_ DEPT.OF COMMUNITYDFVELOPMFf T - 5 • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.)on the site. Indicate location on the site map. 11,4,2 ,/2,0A/7 it/7 'V h4i d U L- B. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes, steep slopes, etc.). ,c ep..EL6reo corn/Mb/I. 1 , .Baily .iemfa W- G $pies - 'a> „d 1-^r G Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. I g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold ischarge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.) C i I 0 __a + I. -I • S Slt> [NlC 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"larger projects or projects that involve the potential for dispersion of contaminants.) VI 572:14,7 7P 4T.ygt1Z trAo SEp c '7 A461/4/E7dy 40at-i 11. Describe the performance goals and standards applicable to the project. r 6 THE /7 ' ll 6S�� /�_-fit �i�yT.4i� coo 2,,/iesv$ 12. Describe the flow control system. s5/./ / !��jia� fi►K f4Nb TREK) Arai am. Ii 11 ;;tij? Li 1) stormwater site plan template.doc—rev.10/12/2003 I 6 JEFFERSON COUNTY _ DEPT OF COMMUNITY DEVELOPMENT • • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. p. "7-< j.--1ht F ete. 7-6 C47 &4 $(1.J n/A, 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. d ` i- .#F ' �' . . �- : • . - 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Jdt.I19.4f,, �DUl�✓l�.O ��i �/ �f' Alm Cd/ dn� 17. Describe the proposed surfacing material. A)f . y/>. & .U2✓lli , 18. Describe methods for restoration of the site. MIN.t . • • ► e Male A. .l i! 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. /f4'. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements, describe those conditions or restrictions here. r - CEfV 254 I i- I; l sto`mwaler site plan template doc—rev.10/1212003 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. At C _ - . _ — 2. Establish Construction Access. -' (y7RO -. I r; z_ . ', .. _" U4` "` . _.. L�Jv2l/6Jr°� C.6,7=6.77 e ] !oh/h S'7-E�a 3. Control Flow Rates. \ /L cc.1LG�.,�—.� - ac---) coLAZtgao \Y s7' 4 4. Install Sediment Controls. /C6,/N E r4- FuNCTi 7a (A/T (LT1r47 - _ — _ . _ • / ,t..J ' _. _ _ r 'L ...ow (2.<S [ G2Ya 5. Stabilize Soils. ..OW 5n/ LL/\/t— f? 44. (\) •. (-400‘,c%. vvol '.eSide›(s 6. Protect Slopes. f1�t�iS .rz � .W- 'k7 ( 0-1-- c- fUt_1-_- 7. Protect Drain Inlets. G✓ - s fL7 _AIL - y rill i j III !� 1il 1, Li stormweter site plan template.doc—rev.10/1212003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. \/(!d- r3 cote s - '-' t t-7 Ta ,•',C 1 1,1 'fin be4/ f iF 9. Control Pollutants. /J. Z40 ., b ll' t • /ice,/ _f s WI &. use. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). • A A C 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 0 6 _ .D_•. - 1 Al!..._._�_ . Cl 1".-) - 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). (4f7/2450-14GPJ A. _ ,� - C _ • 3. Environmentally Sensitive Areas. ; a. Description of environmentally sensitive areas that are on or adjacent to the,Site. • stormwater site plan template.doc-rev.10!12/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g., erodibility, settleability, permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence Ca/. — Cep_t6,ptt BLS er" c , /5 b. Construction phasing(if proposed) o 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. S •4012 1 rte c:Wr c...4rTi o fJ 20/.% II. Wet Season Construction Activities. a. Proposed wet season construction activities. 1i17'eeto2 PkveiW4(2...LLI b. Proposed wet season construction activities for environmentally sensitive areas. /e)0 ft-d . 7. FinanciallOwnership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. cr7.:4Qiz 77 9i ,7Vd^WA 'fig F,-1 r7 � [ V//]F Ir, r b. Describe bonds and/or other evidence of financial responsibility for liability --sbi ea witn erns sedimentaaticn impacts. nil - 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the •Ilow �it#61*OUfdTY a Sediment Ponds/Traps. Al,l$ • DEbEMPII NT b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan temptate.00c—rev.10/12/2003 1:) • • SECTION II–EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan, and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2 Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries Of applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches, or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades, dimensions, and direction of flow in all ditches, swales, culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas, f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. • c. Indicate the trap/pond storage required and the depth, length,and width dime I n d. Provide typical section views through pond and outlet structure. 1LJI ( I e. Provide typical details of gravel cone and standpipe, and/or other filtering devi !` f. Detail stabilization techniques for outlet/inlet. I I JUL 2 G; 202 g. Detail control/restrictor device location and details. U; h. Specify mulch and/or recommended cover of berms and slopes. -J i. Provide rock specifications and detail for rock check dam(s), if applicable. JEFFERSON COUNTY j. Specify spacing for rock check dams as required. DEPT OF COMMUNITY DEVEI OPMENT k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. storrnwater site plan templale.tloc—rev.10/12/2003 11 • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the b .t of my '•wledge. I also certify that this application is being made with the full knowledge and consent of all owners of the ected prop'rty. (LANDOWN'.R OR AUTHO-/?D REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: I ' n JUL 2 4 2012 I J ■ , JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT stormwater site plan templale.tloc—rev.10/12/2003 12 • • BMP T5.13 Post-Construction Soil Quality and Depth Purpose and Definition Naturally occurring(undisturbed)soil and vegetation provide important stormwater functions including:water infiltration; nutrient, sediment,and pollutant adsorption; sediment and pollutant biofiltration;water interflow storage and transmission; and pollutant decomposition. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost,but such landscapes themselves become pollution-generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals,the concentration of pet wastes,and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post development landscape,provides increased treatment of pollutants and sediments that result from development and habitation,and minimizes the need for some landscaping chemicals,thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on- site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost,composted woody material,biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise,it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. Design Guidelines • Soil retention. The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface,incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion,demonstrate the following: 1. A topsoil layer with a minimum organic matter content of ten percent dry weight in planting beds,and 5% organic matter content in turf areas,and a pH from 6.0 to 8.0 or matching the pH of the February 2005 Volume V—Runoff Treatment BMPs 5-13 • . original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible.- 2. Planting beds must be mulched with 2 inches of organic material 3. Quality of compost and other materials used to meet the organic content requirements: a. The organic content for"pre-approved"amendment rates can be met only using compost that meets the definition of "composted materials"in WAC 173-350-220. This code is available online at: http://www.ecy.wa.gov/progratas/svvfa/faCilities/350.html The compost must also have an organic matter content of 35% to 65%,and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted materials as defined above;or other organic materials amended to meet the carbon to nitrogen ratio requirements,and meeting the contaminant standards of Grade A Compost. The resulting soil should be conducive to the type of vegetation to be established. • Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below 1. Leave undisturbed native vegetation and soil,and protect from compaction during construction 2. Amend existing site topsoil or subsoil either at default`pre- approved"rates,or at custom calculated rates based on specifiers tests of the soil and amendment 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic matter or depth requirements,either at a default "pre-approved"rate or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. 5-14 Volume V—Runoff Treatment BMPs February 2005 • • More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not compacted, does not need to be amended. Planning/Permitting/Inspection/Verification Guidelines&Procedures • Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at http://www.soilsforsalmon.org. Maintenance • Soil quality and depth should be established toward the end of construction and once established, should be protected from compaction, such as from large machinery use,and from erosion. • Soil should be planted and mulched after installation. • Plant debris or its equivalent should be left on the soil surface to replenish organic matter. • It should be possible to reduce use of irrigation,fertilizers,herbicides and pesticides. These activities should be adjusted where possible, rather than continuing to implement formerly established practices. Flow Reduction Credits Flow reduction credits can be taken in runoff modeling when B M T5.13 is used as part of a dispersion design under the conditions describ in: BMP T5.10 Downspout Diversion BMP T5.11 Concentrated Flow Dispersion BMP T5.12 Sheet Flow Dispersion Chapter III,Appendix III-C, Section 7.5:Reverse Slope Sidewalks Chapter III,Appendix III-C, Section 7.2.4: Road projects February 2005 Volume V—Runoff Treatment BMPs 1 5-15 , ox °off, J, EFFERSO�COUNTY ` DEPARTMENT OF COMMUNITY DEVELOPMENT f 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax 1`9 O� www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 1 f,; 'l L j Project Description(include separate sheets as necessary): 2}3772X7 Dit7.E 4-376'/z' S 11'/ 345tYW/ IAIA' 774Tl 44'. -v 0-4,1441�� Tax Parcel Number 993 / 1D3 Property Size: ,ZS/e. /2,fd¢$, .(acres/square feet) Site Address and/or Directions to Property: /7/ 56)/W 4 / , A:=0.60/Se 4d' 9e34t - Property Owner(s)of Record: ' •l,Aol • A d .47- y L Telephone: ZOC 8112 794P Fax. "Ga' •437'543,5- emai lag, '2 ' SEAJ+f/1Gf/i7_6� Mailing Address: /20 /YJ4,e i/t>E2 /i_. /'1'27 LU•OL•p(.f/ 983 •s , CO/7? Applicant/Agent(if different from owner): /VA, Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies A$uilding ❑Critical Areas wardshiTPlan ❑ Demolition Permit ❑Variance(Min aj as.~b W I rr c •. ) ❑ Single Family 1E1 Garage Attached/Detached ❑ Conditionalry d---61' ❑ Manufactured Home ❑ Modular-- ❑ Discretionary nnamed Use Classificatio ❑ Commercial" ❑Special Use( rrt I Public Facilities)** ❑ Change of Use ❑Boundary Lin A'dj mer)U L Z 4 2012 II Address ❑ Road Approach ❑Short Plat" ❑ Home Business ❑Cottage Industry ❑Binding Site eip••�I 25 Propane ❑Long Plat"" ❑Sign ❑ Planned Rura Residential i RRD)/Amen.ments** ❑Allowed"Yes' Use Consistency Analysis ❑ Plat Vacation ' ,- -tis r.8f COMMUNITY DEVELOPMENT ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development*" ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment "May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate 4 to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provi.:acre s.nd right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any requir-(lat., n.pections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appt t .r e wants nor notice. p Signature: ti Z� L/ Date: 7' / ''1Z.--' The action or. tions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered s.-cies and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issu:: will of violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if yo •-re if . pliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf•/Je r ;• i 'lity for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ,�f�/,f Date: 7 • /d •/2--- G:\PermitCcntcr\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • • BUILDER STATEMENT The signer of this state, ent d.= hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assu/' i rex• sibility of the General Contractor for the proposed project. v Sgnature: /t �r A Date: 7 - /d •/Z GENERAL CO -•CTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE WAINS NUMBER: NUMBER ARCHrECT/ENoMOteeR: ziotteeEf 1 '.A/1 PHONE ( ) FAX:( ) MAILING ADDRESS: /240 /0.4.2'MAgr2 PG• 9(065 EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: !dr New /Wood Existing: — n Sewer ❑ Addition ❑ Steel Proposed: 3 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 Height: ,>l'Individual System ❑ Repair ❑ Masonry SEP Permit# it$i D. Demolition ❑ Other. Bedrooms: Water Supply: Existing: — Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: _Z_— )( Public Total: Name of System: 4tt?l1 a If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you h o.- rg -- If this Is a Propane Tank and/or Appliance Installation perms mark all items below t tla• • V r llruteegrvartdfierrk 1 Above ground Tank Size of Propane Tank: /, !-- �I 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert I Hot Water Tank 1 P'IIe •t.ve 1 Other Is this appliance being installed in a Manufactured/Mobile Home? wee-/ No I I 1 1 JUL 4 2012 When applying for a permit to install a propane tank you must also submit a site pia ill• "ng all of the buildings,of ••• • lines,tank location and size,distances from the propane tank to all property lines, • ildin•- '• :. .-n-a co •• _ �., includin• the reserve area. JEFFERSON COUNTY S.uare Foota!e Current P ••OSed s"_i.€i1:� It-,Vall i wink& .%. ? " .kv .Win, . :x.r�-'". Main Floor Heated ` 1:"-'� Tyr EH Bld App Review: tup 2n8 Floor Heated .' Consistency Review: A rt Other Heated 2.s��c 35 Base fee: • Mezzanine 7_ �,• •r � a Pe-fib Heated Basement I Plan Check fee: MEM Unheated Basement KCAP. 1---g State Surcharge fee: YI Yy i•• Other Unheated 4... 41• Pot Water Review fee: Garage/Carport jqq{ a x „ SUBTOTAL Decks 5" —__di 0 iris►- ,_ Others.,:/` i•!1f ..: . �� -7 TOTAL $J.44-1,0. 3 ( — J Receipt Number. 1 35C 1 0 ;_ ,0 sy t•g Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all and materials foundation to finish ,v 1,7y/ 1*8 490 Initials: ' G:\PemtitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • • e O O H oP O O O p1uI t i e l -1 R - E. 114ti Hb' Y*P M I ,ice.• r---:-s 4-414-0 I I ' Cl> -11 • i i 0,M3ID �4— ..—.„ 1 t1 � I M' a Ye C]II I I r I ., I - / B \: I1© 111' 1, h Al ■ Y• � s I4 v F io tr `fNa ei D itgi4 s!i Z * � i* �� r 1 ---1 • `a�� 4 t. hrit„,,,, A ,--ii., 1 i�l AD z ♦ d e I kpp 1 I' 6 fi d I *I , I 464. — I- 1.--- ♦f 9 I 3 a ��@ 8 L T % � waao 4... 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" - a BUILDING PERMIT EXPIRATION NOTICE Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD12-00225 SITE ADDRESS: 171 SHORE DR Date Issued: 1/2/2013 PORT LUDLOW, WA 98365 Date Expires: 1/2/2014 APPLICANT: GARRETT LARSEN DIANNA L LARSEN 120 MARINER PL PORT LUDLOW WA 98365-8738 SUBDIVISION: PARADISE BAY ESTATES BLOCK: 14 LOTS: 3 PARCEL: 983401403 Section: 23 Township: 28N Range: 01 E According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION AND WILL EXPIRE ON 112/2014. To keep your building permit active you must pay a $228 renewal fee. This will keep your permit active for one year after the date of expiration. If renewal fee is not paid by time of expiration, no more inspections can be performed until received. Please contact our office if you have any questions. Sincerely, Permit Technician \\tidemark\data\forms\F_B LD_Perm it_Exp_N tc.rpt Jefferson County BuildinRivision Permit Number: BLD12-00225 BUILDING PERMIT INSPECTION APPROVALS Applicable 2ARSEN able Code: 2009 International Building 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 days inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks O./�i� s/ !nom/Yl 4.19,er766" M24)11 Erosion Control ct7Q1/ ky://3 D-/biseki/ arFt N Foundation Footing in/0-3 'f; JSTIUr (Z c/rG S , >/!er6 f /6l 'fk3A�- KJ!Footing Drains Foundation Stem Wall /`/` I 3 ,F�, Underground Plumbing 1 V �'' � d x`30// Under Floor Framing Straps(hold downs) i/0rl Ext. Shear Wall Nailing /7 1 vi Rough-in Plumbing r �1 y Shower Pan Framing i 1/ i0/z// Blocking Airseal /yip y /z/7_ / : . 1 Insulation:Walls .ie/27//�' 4//� l/rPS Insulation:Floors III 7 /O/ilvf Insulation: Ceiling Int. Shear Wall Nailing Wallboard Nailing - 2.23 ,k nomS/�/ Gas Line: x — ropane 5/4' IS 11 .. v •cc 14/41)- JHeat/Chimney Clearance 3 / /r5 jWPAt?evts Mechanical Systems 3/z / 5 0,9, Duct Test Cert Blower Airtight Test Smoke&CO2 5/z1/5 A�S Drywell/Alt Drainage S�7f Address Posted e4gPC r siR6 q/17/14 J/S `r 1 FINAL INSPECTION 1z 05 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR P BUILDING PERMIT e Jefferson County Department of Community Development 621 Sheridan Street. Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD12-00225 SITE ADDRESS: 171 SHORE DR Received Date: 1/2 PORT LUDLOW, 98365 Issue Date 1/2/2013 OWNER: GARRETT LARSEN Expiration Date 1/2/2014 DIANNA L LARSEN PHONE: 206-842-9984 120 MARINER PL PORT LUDLOW WA 98365-8738 SUBDIVISION: PARADISE BAY ESTATES 14 PARCEL NUMBER: 983401403 Section: 23 Township: Block: e: Lot: 3 CONTRACTOR: OWNER/BUILDER 8 N Range: 01 E PHONE: PROJECT DESCRIPTION: NSFR W/ATT GARAGE & CARPORT TYPE OF WORK RES TYPE OF IMP NEW SQUARE FOOTAGE: VALUATION 250,963.00 MAIN: CODE EDITION: ADD'L: 1,505 OCCUPANCY: 2R-3 HEAT TYPE: OCCUPANCY: R-3 HEAT BASE: EEE UNHEATED: 576 HEAT TYPE: CONST TYPE: 5N OTHER: #OF STORIES: CONST TYPE: GARAGE: 598 SHORELINE: SEWAGE DISPOSAL: ALT DECK 580 SETBACK: 30 BANK HEIGHT: WATER SYSTEM: 36705 Type 20 Amount Paid B BEDROOMS v: Date: Receipt: Permit $1,839.35 LYK 07/23/12 135014 Exist: 0 Exist: 0 Plan Check Prop: 2 Prop: 3 $1,195.58 LYK 07/23/12 135014 Total: 2 Total: 3 State Building Code Potable VV $4.50$4.50 LYK 07/23/12 135014 $64.00 LYK 07/23/12 135014 Total: $3,103.43 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSP ECT/0 THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED • CONDITIONS for Building Permit# :BLD12-00225 1.) Unless expressly approved by the septic permit, a 10' minimum separation is required between the water line and any onsite sewage system components including sewage transport lines. 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.) A Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 4.) The project proposes installation of a raingarden as treatment for stormwater run-off from impervious surfaces. The applicant must comply with BMP T5.13 (attached to stormwater plan)for Soil Quality and Depth as outlined in the Stormwater Management Manual for Western Washington 2005. 5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 6.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 7.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 8.) This parcel is within a no shooting area per JCC 8.50. 9.) The applicant shall implement the GASP prepared by C3 Habitat Corporation that was submitted on October 15, 2012 and shall comply with conditions in the CASP permit (CSP12-00004). A MITIGATION AS-BUILT SHALL BE SUBMITTED TO DCD FOR REVIEW AND APPROVAL PRIOR TO ISSUING A BUILDING FINAL CERTIFICATE OF OCCUPANCY. NO FINAL BUILDING CERTIFICATE OF OCCUPANCY SHALL BE ISSUED UNTIL DCD HAS REVIEWED AND APPROVED THE AS-BUILT. \ltiriemark\data\fnrmslF RI n Permit Rldn rnt 1/9/2n1 BYmmouLffosw A w —ml" Con4way MANUFACTURING /SALES 4609 70th AVE EAST FIFE, WASHINGTON 98424 OFFICE - 800.275.7086 FAX - 253.926.3992 1195 BUSINESS PARK DRIVE, BLDG A DIXON, CALIFORNIA 956204303 OFFICE- 800.240.6691 FAX - 707.678.2962 NOTES: SALES 270 FLOSS FLAT SUITE A BELGRADE, MONTANA 59714 OFFICE - 406.388.5553 FAX - 406.388.5557 ,111D i LIIII FEL 62x2014 JEFFERSON COUNTY FAR-,ADISE 8AY IZESI DENCE REVIEWING PANEL LAYOUT DRAWINGS PREMIER IN WILL ENCL05E TWO (2) 5ffT5 Of PREMIER, PANEL SHOP DRAWING6 Of Y JECT; ONE (1) COPY IS FOR YOU TO REVIEW WITH YOUR AGENT (ARCHITECT, ENGINEER AND /OR CONTRACTOR OR PANEL IN5TAUER) AND MAKE ANY CORRECTIONS (REDLINES) AND RETURN TO PBS. THE OTHER (I) COPY 15 FOR YOUR RECORDS. THI5 COPY WILL AL50 HELP TO COMMUNICATE ANY CHANGES. WHEN REVIEWING SHOP DRAWINGS, BEGIN BY CHECKING ALL OF THE OVERALL DIMENSIONS OF THE PROJECT. IF THE PROJECT 45 FLOOR PANELS, PLEASE CHECK POINT LOAD LOCATIONS FOR 5OUD BLOCKING AND MAKE SURE ANY OPENINGS OR STEP DOWNS ARE CORRECT. AFTER THE FLOORS HAVE BEEN COMPLETELY CHECKED, MOVE TO THE WALLS. THE WALl5 WILL BE 5HOWN ON A KEYED FLOOR PLAN WITH WALL NUMBERS CALLED OUT. THESE NUMBERS AND THEIR ORIENTATION WILL AL50 BE LOCATED BELOW EVERY PANELIZED WALL. 0135ERVE THE LOCATION OF THE PANEL CORNER LAPS, SOME OF THE WAU5 WILL BE SHORTER DUE TO CORNER LAPS AND TO THE PANEL THICKNESS. AFTER YOU HAVE MADE SURE ALL DIMEN51ON5 MATCH YOUR ARCHITECTURAL PUNS, MOVE TO THE WINDOWS AND DOORS. MAKE SURE THAT THE ROUGH OPENINGS FOR THE WINDOWS AND DOORS ARE THE CORRECT 512E AND ARE LOCATED PROPERLY. IF THE ROOF FOR THE PROJECT 15 AL50 PANELS, CHECK THE ROOF PITCH, RIDGE LOCATION, AND THE OVERHANGS AT THE EAVES AND GABLES, EVEN IF THE ROOF 15 A SYSTEM OTHER THAN PANELS, GABLE WALL HEIGHTS MAY BE DEPENDENT ON HEEL HEIGHTS OR BE NOTCHED FOR LOOK OUT SUPPORTS. IF THERE ARE SKYLIGHTS, CHECK THE ROUGH OPENINGS FOR CORRECT 51ZE AND LOCATION. PANEL DRAWINGS ARE TO BE REVIEWED BY OWNERIAGENT AND APPROVED BY OWNER, CONFIRMING ALL DIMENSIONS. OWNER 15 RESPONSIBLE FOR VERIFYING ALL PANEL DRAWING DIMENSIONS TO INSURE PROPER ASSEMBLY, CHECK CORRECT DIMENSIONS AND CLOUD CHANGED DIMENSIONS WITH AN APPROPRIATE ARROW REFERENCING THE DIRECTION OF CHANGE. UNCHECKED DIMENSIONS MAY RESULT IN FIELD FABRICATION. WHEN YOU HAVE FINISHED VERIFYING THE SHOP DRAWINGS AND HAVE MADE ANY CHANGESICORRECTION5, COPY THOSE CHANGES TO THE SECOND SET AND SEND IT BACK TO PBS FOR REVISIONS. ANY AND ALL DISCREPANCIES RELATED TO PANELS ON 517E ARE THE RESPONSIBILITY OF OWNER UNLE55 THERE 15 A DIFFERENCE BETWEEN FABRICATED PANELS AND SIGNED SHOP DRAWINGS. PREMIER HOLDS FIRST RIGHT OF DECISION TO REPLACE, REPAIR OR PAY FOR REPAIR OF ALL PRODUCTS IN DISCREPANCY WITH FINAL SHOP DRAWINGS, STORAGE ALL PA E HALL BET5M IN A PROTECTED AREA AND SUPPORTED EVERY 4 TO PREVENT DEFORMATION AND CONTACT WITH THE GROUND. DO NOT USE A BLACK OR DARK COLORED TAPS. AFTER INSTALLATION, All PANELS SHALL BE COVERED TO PREVENT CONTACT WITH WATER ON ALL W05ED PANEL EDGES. THI5 PROJECT UTIU2E5 THE FOLLOWING PANEL TYPES ®PB5 WALL TYPE 6 A5.50A P135 ROOF TYPE A9.25A "it, PANEL WALL NUMBER F! FLOOR PANEL NUMBER 'IV: WALL PANEL NUMBER R ROOF PANEL NUMBER STICK FRAME BY OTHERS ® MELD CUT m POINT LOAD STRAP /HOLD DOWN -�— SPECIAL ELECTRICAL CHASES y.c (2)L 1 i X II IM "LVL O (IN5UL.D HEADER LENG -H MOVIDEDL O HEADER BY OTHERS A.B. . ANCHOR BOLTS EXT. - EXTERIOR H HEADER I.B. -IN5UL -BEAM INT. - INTERIOR 04. ON CENTER P,B.5. - PREMIER BUILDING SYSTEMS R0. -ROUGH OPENING SIM. - SIMILAR 5Y.S.0 - STICK FRAME BY OTHERS TRIM, - TRIMMER TYP. - TYPICAL UN 0. - UNU55 NOTED OTHERM5E PB5 PANEL IOENfIFICATION A =7116' OSB 8-3,4' 058 CmSIV 05B D- SPECIPl SKIN EXAMPLE- A3.50C So CBS 7116`0501 INTERIOR SKIN EXTERIOR SKIN 3 tl2' FP5 THE OWNER STATES THAT THEY ARE AWARE THAT PANELS ARE FABRICATED PER THESE PLANS, AND THAT PREMIER 13ULDING SYSTEMS WILL NOT BE HELD RESPONSIBLE FOR ANY MISINTERPRETATIONS OR DIFFERENCES IN THESE APPROVED PLANS FROM ORIGINAL PRINT DOCUMENTS. a Z alp � a Lu w sc� LI5T OF DRAWINGS T -1 TITLE 5HEET, PROJECT INFO P -I FLOOR PLAN# SECTIONS P -2 WALL LAYOUTS P -3 WALL LAYOUTS, ROOF PLAN, t DETAIL` P4 ROOF LAYOUTS t DETAIL5 ^E„ L! LA ISEN E OF WASHINGTON 1. n co Ly a � a W n L� °L r` 0 z cz W Own Q �c� I "n z ry W Q o v w Lu ia a (S O ¢ w 7 Z � Lu Q C) o C= C m G C^)z/ Z fs W K . 6? O I..IL O }— Q T3L � N d r 0 Q z Q r w � ca r ^ Q co O o 0 lD VO_ON v <gNO O DRAWN FROM: I AR.CHITECTUKAU5TRUCTURAL50ATED :10125 /201; DRAWN BY M5K 217/2014 CHECKED BY: REVISIONS: a DRV p.,1E ME z. 3. s. AS A SUPPLIER OF MATERIALS ONLY, PREMIER BUILDING 5Y5TEM5 DOES NOT ASSUME RESPONSIBILITY FOR ERRORS IN DESIGN, ENGINEERING, OR DIMENSIONS. OWNERIAGENT (ARCHITECT, CONTRACTOR, AND /OR INSTALLER) SHALL VERIFY ALL DIMENSIONS AND SIZES, AND BY SIGNING THESE PLANS, THE OWNER TAKES FULL RESPONSIBILITY FOR THEIR ACCURACY. THESE DRAWINGS ARE TO BE SIGN HERE USED IN CONJUNCTION WITH PLEASE ARCHITECTURAL 4 ENGINEERING T- DRAWINGS CUSTOMERS SIGNATURE DATE 50ME DIMEN51ON5 COULD NOT BE VERIFIED UNTIL CONSTRUCTED. THEREFORE PREMIER TAKES NO RESPONSIBILITY FOR FIELD FABRICATION, SOME FIELD FABRICATED AREAS MAY HAVE BEEN HIGHLIGHTED ON THE DRAWINGS BUT MAY NOT BE LIMITED TO ONLY THOSE AREAS. CUSTOMERS REQUESTED DATE OF DELIVERY ❑ REVISE 4 RESUBMIT ❑ APPROVED WITH REVISIONS AS NOTED IN RED ❑ APPROVED AS DRAWN WAIL 1 2 MAIN FLOOR PLAN scar vr= I -a r,-'\5EQON as A3!CA WALL u 9 2C.I C' LOWER FLOOR PLAN Ic.e" .- r- B SECTION sm¢. a <�= r.a REGISTERED (iAFiRETT W. �ppgEN SrTATE OF WASHINGTON,, IX w a 9� wN aO N z ao o� o� w F A2m+ f 4. IIID I 5 °x5° LJ W�S ° xB ° 5GD A�uy W� 8 °x6 uc 2 °x 2' 8 °x6° /m/�§ eL' 7-C �i'-9 0 -2. 2'W 4' 4'•6' BOG% 3j— + W9 I I k ____ II Y 14'3 �, Wll XI II III W14 '� we P I� —_ — — - — I XI I � I PI X II 1 I � YI II Ell" I - Qi loi,�X 41IA W10 X f z,l. YI '^ F h „' r. F h W23 a W20 cD W22 I IXI X I ^ I a I In I � II w13 -naDExuFiooRSrsteu nennIFlu FLOOR Smena _ II X II y� II II III II ry II 9 Wl III III II WS II II W II II II W18 a b "J11 IT IIII s� CISI X '"e_° '�° co II II A P W16 11 P � C T r III _ n W17 II hl ti W6 W15 Sr 42, 2'- e N n 5'• -: I' -I .O �� ZQ -IP ^Y WALL I WALL 2 WALL 3 a %W° r� - 5 4x5° 2° 2' ° 4 -0' 9-5' F� 6 `x b ° 52 g B°xgc 6°x5' 6 °x5' FIELD OAT 9ePM POCKET 7k k 5-6j 34 k 9 -2' k' s'�i k z II W37 A _7. I r � w34 I i ii �-9' — -- — — .F--d 33I Ll II III x III W I�a� /�''(�� {{ I .OIII I W25 1 "w'° �'' `P �= yy W3611 W39 �`" III� . '_. 9' ° b, 3 T : III I m _ W28 W30 m W31 N 4 29 U p ="' W42 W43 r. W91 I I/ PT. PU -- I ,.. .. ..� .�. 4.® .. K-— : ., .. �,. — _I-ZPT.PIATE_ —__ —__ _ —__— —'•7— _ —_ �'_T_ �b1/7 HIM, a�Qt Leo WALL 4 WALL 6 WALL 7 WAIL 8 .. Vj -, u�9 ASi9♦ A.41C♦ WALL AALL wiz i 2397 REGISTERED — — -- V U RA-lor fillers rvac °n W. unsEN , Ewa: Arz 2n/mi4 STATE OF WASHINGTON£: ,,. -.,• -0• I I I 14 1 -7t WALL 9 llll♦ _17 WALL 10 .: W46111 II W48 II a WALI I II 111 II II PBS -103 PANEL / FOUNDATION CONNECTIONaiw PBS -110 PLATFORM FRAMING 8-16m PREMIER SIPS PREMIER SIPS a.2' ROOF PLAN acP ; 1.4'= 1 '.0' R 2397 EGISTERED I ARC'HITEC'T ETT W. LARSEN 1 .STATE OF WASHINGTON' mN ll Ea 1 W ao n i XLI Ir -Ia WALL 10 .: W46111 II W48 II a WALI I II 111 II II PBS -103 PANEL / FOUNDATION CONNECTIONaiw PBS -110 PLATFORM FRAMING 8-16m PREMIER SIPS PREMIER SIPS a.2' ROOF PLAN acP ; 1.4'= 1 '.0' R 2397 EGISTERED I ARC'HITEC'T ETT W. LARSEN 1 .STATE OF WASHINGTON' mN ll Ea 1 W ao n nKaxo L 5 �' � 5' I 5'.I' ur:cnur. clK¢ txrtuoarlaw 9'IFMgIFgL41 MO n01dtWK Iy9WKl0K8 KRFgOED MCWE KPEWWDm[LCf f®D116Tp1 YMEL IQRM °If�t I i 5 xuNO fib' cluxm cc uxD. cnxf wxu roxRv wmawnKrn nm+�Dnxvsfc mlNNW fiWGLLb[n _ ype Kp $f A1!)BIIIfM WTDx NV180lIIXI DK11 g exa me.u.xo. 91R bro.c u.xn cwuurexu+txepn� 110 -10' • IhTIiEVM1L 6xL ammwmm aIME ebx[y mmasaaoc ue xuu a vrac mepTMcm I I d I D.xo. Nu arc II I II I °11 iI w2um I ZD 2 —l° I I II I ai °R"f"9Dx� IL_ W45 a W491 1 -� ananK W511 a.hor•us ° KapvamaK wemwxxav I I xewxelm naumx+ KIyWeOH WCI. MWIIInKM WSO II 1 mvcuucx ESc N I II __IB_5•_ 'll II II II II 1 �nesumaxouo6 WALL 10 .: W46111 II W48 II a WALI I II 111 II II PBS -103 PANEL / FOUNDATION CONNECTIONaiw PBS -110 PLATFORM FRAMING 8-16m PREMIER SIPS PREMIER SIPS a.2' ROOF PLAN acP ; 1.4'= 1 '.0' R 2397 EGISTERED I ARC'HITEC'T ETT W. LARSEN 1 .STATE OF WASHINGTON' mN ll Ea 1 W ao n "� i7 �� it 26,.T II II II II Nll� !1 �1 R8 R10 2-G n R9 g R11 IIg II II II 115 II� IIQ II� 115 II III II� IIti II� I II � ILv 11- IIN 11� II III II II II If II II II It II II II II II II II II II II II II II 11 If II If II II 45 -5' II II 1. IAOIEC! BS®PE Ntlx IEMVHLLNP(5 CF SN"f C0. NT£ ISEIERO �a.uwn atsa.+c[ ixsu�nxc x.max.om+m xx woxmws AS I¢pAAen DOUBLE 2s LUMBER CONNECTION uau 11 ROOF PENETRATIONS sam PREMIER BURPING SY511M5 PREMIER BUILDING SYSTEMS B' 14 7" R10 II II$ Ili III 0,71 ROOF "A" A 9.25 A 8 k 8 L- 7' "q R14 R12 II II II II N II 11= III II II III if II N II 1 I II II II II II II II II II II II II I II II II ID$' 11 � IIN NI � N II II 11 II 11 II II II If 11 I I 11 N N N I I ti II II " I I I III I PII I C II PII I I 6 If II if I. 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NT£ ISEIERO �a.uwn atsa.+c[ ixsu�nxc x.max.om+m xx woxmws AS I¢pAAen DOUBLE 2s LUMBER CONNECTION uau 11 ROOF PENETRATIONS sam PREMIER BURPING SY511M5 PREMIER BUILDING SYSTEMS B' 14 7" R10 II II$ Ili III 0,71 ROOF "A" A 9.25 A 8 k 8 L- 7' "q R14 R12 R13 ?� g NOTES: I ng IA, n II� iio III 11= III II- TIC � II III II II II III II III II II II II I II II II ID$' 11 3,, r H ?i •'S S� 9'�?S �pBy.p41 \ WALL PANEL CORNER CONNECTION sum TYPIfN. OPENING FRAMING n*m MEMO BUILDING SYSTEMS PREMIER BUILDING SYSTEMS M PREMIER SPLINE CONNECTION nano PREMIER BUIDING SYSTEMS a°m�xi Dir1 ^w�u IN PLANE PANEL JOINT I.s.. i s IR STOP AND GO PANEL HEADER sew PREMIER BUILDING SYSTEMS m:a`e �unowxrnn ..v'�`vwwr vas nwoa�ir n BEVELED BLOCK PANEL WAWROOF uao PREMIER BUILDING SYSTEMS SEEDESIGNM kPo0.INSIABFAN II NEWER CHAT IO INSUL•BEAM HEADER nw� PREMIER BUDDING SYSTEMS Note: Standard details provided for typical m5tallkOr methods. Reference Architectural and 5tructural drawings for job spec &c connection details. ETT W.111RSEN STATE Or WAVINGTON .e r M(A 11 Wa W t rT, o q NOTES: .v. n....oe. awn.wer� PANEL TOO PANEL CORNER a uamoi �w�w 'onas m°xe'�"wv..o....ww xxrro ...m.� r.�rovaivpd0ma"° PANEL JOINT OVER BEAM nvr+aan lub*unPSTI .ow..w w.mr :. vnwu, 1 SIP TAPE APPLICATION ua�o PREMIER BUILDING SYSTEMS STOP AND GO PANEL HEADER sew PREMIER BUILDING SYSTEMS m:a`e �unowxrnn ..v'�`vwwr vas nwoa�ir n BEVELED BLOCK PANEL WAWROOF uao PREMIER BUILDING SYSTEMS SEEDESIGNM kPo0.INSIABFAN II NEWER CHAT IO INSUL•BEAM HEADER nw� PREMIER BUDDING SYSTEMS Note: Standard details provided for typical m5tallkOr methods. Reference Architectural and 5tructural drawings for job spec &c connection details. ETT W.111RSEN STATE Or WAVINGTON .e r M(A 11 Wa W t rT, o q fop of slope, (5-1., Toe of rack IS e of son Eost end 4" ADS droin with Power line vn d t,� �,a r� . ry FE8 1 9 2015 Tulephione we t�.r pipe � s 0 }C �,- -- -\ _ �} ll �� ,.,/ r} t // C_r1 1 t i 1CiiENSL`N C0UNiY p c' CJ t ( r1 150 SETSAGK ?» t \ ( PT or eortti UNITY DEVELMMEM !�!le ter r oUn cl r � , r ,� � ," �,.. , ` �- •--'_�-"_"_�. a � � � '� � �E� � �I20 HARMER G�LaCR� rr 29 l .9:3 Frr b -)x _ - ! l6Hr r f��T dQDI�L ®�I WASHINGTON 98356 Utility — � RE5ER1/� so t�r4oxzonre t67s' Y PR/MARr TELm 208-842-9986 Po/ oie .: uir- - " _ 1 r slope ` ✓ '°--.. V. — IG OOLARCENARCHTEGTSAULCON } � ��„� ,r =. ..C, � , \ .. ' .ItRlM.4R1'• ,, . RE5 VE / ROCK 10' FOUNDAr N r n j G t C �' rT ROCK ROCK fjt SETBACK _ - O / \ ._ _ . _ I 5 , GOVEREI7 OI — \ zas� R R NIIECT .... •.' s hWLK1NAY ' ".... .. •' �, _, _ _ — — — — RAIN 6ARDEN / 1 ' APPROX. 585 5F �"•.,- ...— ..,'"".. w."'•- STATE OF WASHINGTON CARRET7 Aft WASHINGTON N l /AU y N �xiSr. ACCESS s' 1 IC r -c' ARPGRT K tsos sF: .. __ a) — M/N. % t r (' I s r y v° 246 5F. f K j1 �SEPTI -rAN,r 6AR,46E r - � y___.__.._ , t • 6RA5S s� 4+ . _ hNJOD G !P I f . v GONG. GlJRB I CRETE LINE / _ _ _._ LINE 363 SF / P 1 C)` g .- �_ PATH / ! t l C t % ° ! ll I r 6V <7; r C. �Z h/6N r`` i r° SErtl- PERVIOUS - " V _ l t a ?i { 1 pet- �E SURF E — NG - � P t VO /Ve ATP/L 'V �C C)r, 7c l '' i RCKK �— =�_ _xEArPt -- ,✓ 6RAS5 -GREi� _ , f✓ / 7 �-` y -.. ,. � L 4. _'._ _._` _ /0 6AL. PROPANE 6RAVEL EPI6E DRAlN ROCK \ fConcrete / IJEW TRAIL 1 DRAINS - DAYL16Hr /N V Boll or d � `�7r v rV POhEK TAA;C l V B -9 24115 f f 6RA55 CRETE PLANTIN65 - 22, ) f \ \\ Ci RAIN GARDEN ' 1 ( 5 R: GTURAL SLAB RAMP/NALK CONTROL P ER05 /aV j GON7ROL FENCE jj j7 jj ry�J OVER SEPTIC rANK5 R. R. TtC r t I u U i ounce 1 i1 iron Pipe o� ROCK 6 CURB Found 1 112 I•rorl pipe � C_J 4ANfrsjal a?GROPPIN6 __ �ry t" c „� , I 6EM_RATOR � �outl� �� 7 lest �. � �� ,-__ C�:�' North of line rv"� tf r'— ° �� !7/ 540RE DRIVE O i i / � Pais LUDL oN( NA 96365 i Lot 5, Bock 14, Paradise Bay Estates Parcel !✓r - 963 401403 n jj n l i I IRA N.4GE Fa AN EX/snN66' 1 EX15TIN6 0 10' 20' 5ETBAGK RE5/DENCE MOO r x �CS ✓ "° 0.J Nppk a+tti. '( �"• �n oP wa � o.. To. a*:v1 � � 1 I n 1 I % ", ar. +' ° I, Ir•+1�1u' 111 t^tatar looting o a Impervious roof outfaces tdorcan bold li rent rw powm r «c d. ? ESJ : or cirtwewey} can be delivered Selecied native plalTts or hardy cultivars - } 'aa< .�. °S. -.°. ., Pond6rg depth {B "to 12'fypicat to the rain i}ard en through s, swats lined mini decorative t ., r x � � tdu4dilsYer ��w w> a. ;ex e� i. ra F e7 tod of plants, through a pipe, Y } I t•. ir' a O 'ttE1r�L�t7� ,or .arrossalandsca landscape awn'.'.. _'.ya.,"•, s— \ \ \\ a rPP;r : u P t A • - r Rain garden loll mix, �>. .. a +��`:`` '� � -, rr7 { c) roe { ., Gtrddual side slopes ,+� ::; �� t c • y �. ' °, > we "zt' ' f ,... } C +e i,�m^ `� P Sz, � � ' '' ':p+r tme i✓,c �7 J��. P[..1J .C� C� _ - j• rya r a �� .. �� . ?i :. `��C:xc: MS � � .�._.��.P __....___•_- _tHXSO�� " "C � �,_5._ � ,R.Sf 5 � O:f �yjW+ jT' F»b111 "vm P<N : wrHtFfR`9m FGx' �,° °d�''� �$ P�, ty �R�� n' JgE�'a.. # W31��N i 'Pl��P�Jr•ED ` � 4 RESIDENCE ro ate, ';, ; i ;. ,�i' ::'��,`� ;a, ,:ar:r�.>� 's:• ,,'., .wyu .. s.:,t r�s ,.; .. t' � it , ,,..a '��'• -� t M ... :.. L.. F .: ,,.: uk!i: i,! . ;: ._ _ • ..: G,. s'j...,,st a.: .. . €: ,+z.ag, . ,. , :. n,:.tE• 4 y.. .:=+. r.. - ,.... .:. }. , s . , iu n .;...w.. a . ,.�,'#.,W. :_i ,+„ .i.. .b..,2r' xa .., :k ,�...,:xt'!.. t . yr i t Q ty ... P.1,=.¢, ,:q.. 1, k�x,4v'#, �. ,. {, s' +�;:' i ysh,. :. ',etc• ��?' e � ty ^� :,M.i ;r� (j �%'�/ 3'c..ss,�...3i� „sue. *9k'�+�t3`.V,.,,+Sa�N �.vili[u'. sap', .. ”" JULY 239 2012 1/20/2O/5 1 RAN CSARZiEN SEQ i1 ©N �, I t:X /5TI,� SCALE: NT5 m REStDENGE m p n P. Lh11 M P� - -- IJ V Q jEX1=ANI7EL7 517E PLAN p SCALE: NT5 �k11M�� A RCATECTS 2012