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HomeMy WebLinkAboutBLD2013-00284 BUILDING PERMIT APPLICPION B Review 0284 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00284 Received Date: 9/13/2013 SITE ADDRESS: 1597 GRIFFITH POINT RD NORDLAND, 98358 OWNER: DONALD J COTE TRUSTEE PHONE: GRACE B COTE TRUSTEE 1611 GRIFFITH POINT RD NORDLAND WA 983589632 SUBDIVISION: Block: Lot: TX76-1 PARCEL NUMBER: 021321053 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSF , NO GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,140 VALUATION 151,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: OCCUPANCY: UNHEATED: 1,140 #OF STORIES: CONST TYPE: OTHER: SHORELINE: GAR CONST TYPE: DECK E 56 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,377.00 MEB 09/11/13 142484 Plan Check $895.00 MEB 09/11/13 142484 APPROVED State Building Code $4.50 MEB 09/11/13 142484 Potable Water Application $66.00 MEB 09/11/13 142484 OCT 2 4 2013 Total: $2,342.50 Jefferson County DCD \\+irlcmorL\rlo+o\+nrmc\C RI fl Ann Rlrl rn+ 0/1"2/9!11'2 • 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 4!y C E-mail:dcd(a�co.jefferson.wa.us Sf�1 N .' CERTIFICATE OF OCCUPANCY PERMIT #: BLD13-00284 APPLICANT: DONALD J COTE TRUSTEE PHONE: 360-385-4724 GRACE B COTE TRUSTEE 1611 GRIFFITH POINT RD NORDLAND WA 98358-9632 SITE ADDRESS: 1597 GRIFFITH POINT RD Issue Date: 10/25/2013 NORDLAND, 98358 Final Date: 4/30/2015 SUBDIVISION: Block: Lot: TX764 PARCEL NUMBER: 021321053 Section: 32 Township: 30 N Range: 1E PROJECT DESCRIPTION: BUILDING AND SHORELINE EXEMPTION PERMIT FOR NSF, NO GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no ' THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/30/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 5/7/2015 .eS7 r z. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT J 'A, XjING.s. (;...-,-''\ Date: Li 7J Time Received: ► pm Mon. (Tue,) Wed. Thur. Fri. Date: i,—2.1, BLD: 1 -" ez; Contact Name: Owner: (-0"T_,e--- Contact Number: 360 < i-f it Address: N---q j (y._yn ∎ ,,,.. FT 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 o O O m _ v ° v ( rO m CI) -° .., a m m to Ti -1 z o a mss m D Z C_ O ism 3` c C, F-5 Oz o <ID O ■ -es c O .a <D 0 _ N .44, s 0 0 CD D- o a Z 70 ° m w p =. 0 m a lD ' ert• o °z , pm ° Q1,,. m co = o +� n ° Dom _ z 0 Z r N r' L - • cn Z n m o m ", O (/� O w 3 -o sC ul ro _. _F......_. ._._ �_._._-.___"... _..• 11 u g' 6i(6,to51- e,G`. . .,,r - - 4 • 0 .. •. Ar t.." -- t ,,_,,,.....--- -o. y� -ter!, +1 � { t' i ii\ Cr'''). 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'.' 444-0 I, *.4 ..,,, e A 7- i2"6. ,e1r,,%,, L. 1 NEMG LITESCHUTEBARTIISC,EATING — ,,,.., :... f-i- , 0 06 Ls &--, ...., t'L ,Tkorloki 1'', - , ...........„ ....... f, 1 12--(....(...4. . Now You Have a Choice: COOL AND HEAT YOUR ENTIRE HOME OR JUST ONE ROOM AT A TIME E „....„--, 1 ,--rgiteigicilZ:z:" 1°' „,... 1 iatt A -.). ) c'''' ,/ -.7' z e,._-) 3 é c ,- / LL-- i -, coofg7-44 .. , • , , , .- ._ „„-- --, n Er ril \\ E u;, ----7 ill,.. 1 ii APR 2 3 2015 JEl•FER,T.\'C'Jd FY ---------- -- ----- -e A '■'1, - , „Ak , . _ '''''6;--• ‘ ,• DEPT OF COMMUNITY DEly[T -^tr ti 4 A . ,... , i 4 ''' ti ,,,,,,,,,„.•01- ,, - ., ... ... • ,„, . = 4,- I i q 14:;' 4.°1 = !..- ' 'i-' \ =-- , '-i,r-, - f'' _. t4:„"4,' , _ p . ,, .=, . ,== , '''`'",,..„, 4111111011011.1111114ft• => "=-..77,z7.4,=,. --. ---- nre. ',,,,, h. . _ ,,,,_. -..... , AMERICA'S #1 SELLING BRAND OF DUCTLESS mitsubishcomfort.com /.., ,,.....) ! Duct testing Calculator (New Construction) House address or lot #: 6-/-4, v4 .( o ,v Conditioned Floor Area: Duct tester location: (v,fr.) I n 11 Pressure tap location: Ring (if applicable): pert 1 2 3 At Rough-in (Total Leakage) i ) Test Method & Test2 Calculated yiy� —' Cth,�>'viiJNI DEVFLOPMENT Standards CFM25 Target ------------ Air Handler Present .06 X CFA<_ CFM25 _< 6 CFM25 per 100 sf of CFA Air Handler not Present .04 X CFA<_ CFM25 <_4 CFM25 per 100 sf of CFA Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA<_ CFM25 <_ 8 CFM25 per 100 sf of CFA Air Handler Present(Leakage to Exterior) .06 X CFA<_ CFM25 <_ 6 CFM25 per 100 sf of CFA 1. Test results must comply with one of the Standards options. 2. Test CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Tested Standard CFM Calculated Test Result 50 (( 54:t CFMSO X 0.055) _ ( /3t CFA X 144)) = SLA tL-1) I — 2 -I )■ divided by 1$'.A..c = SLA SLA = 1 � — C R, Ition system but before installation of insulation and sheet rock. Allows for a( on of seal integrity if standard is not met in intitial test. p, ne must be complete enough to pressurize the home to 25 pa. T4 leakage in a duct test. Li ks to the exterior of the CFA in a duct test. CI CI Is of pressure CFM50: Cubic tees per niiiiule ut aii icanos, N GIs of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area .�-- C,""l Duct Testing Code Language 503.10.3 Sealing:All ducts, air handlers,filter boxes, and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent.When required by the building official,the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: Post-construction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to 8 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. Rough-in test:Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pascals) across the roughed-in system, including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 Air Leakage Testing Code Language 502.4.5 Building Air Leakage Testing: Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA)when tested with a blower door at a press of 50 Pascals(0.2 inch w.g.).Testing shall occur at any time after rough in and after installation of penetrations of the building envelope, including penetrations for utilities,plumbing, electrical,ventilation,and combustion appliances and sealing thereof.When required by the building official,the test shall be conducted in the presence of department staff.The blower door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: 1.Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket(see Section 502.4), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage Area (SLA)shall be calculated as follows: SLA = (CFMSO x 0.055)/(CFA x 144) Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed. Dampers shall be closed, but not sealed; including exhaust, intake, makeup air, back draft, and flue dampers; Interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces and conditioned attics shall be open; doors connecting to unconditioned spaces shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling system(s)shall be turned off; HVAC ducts supply and return registers shall not be sealed. I I • I --- � --- -01 C/3-75. -__— -------- _i m D. F \ \ z CO 08 a i 7 l r z $s ;°q:, C�, g ?;� s r s 0 22 rn MIN s Amor ■ 2,2 g q°E x g m 5 m R ° 3�8 a �4�> g�" 6' 2 f I 1 f ro ( o c II II 11` ve off, y',� 0111 2 (-,) LI ::: :D!,.! Lif 2 '4 X g''' ,., z ,..,, 4 i - OA Y r g8 5-o. - x� 28 z. Peo7i 1�\od sU11!}u J 'Z m m m : •moz.a. o\I voi ___,4—, ._\,\,., \ .. ,001 q" 1, ,„ w i '`. cil-\ 1 to r N '' \_____ \ \ o q ••••. 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JOr1NSON NO.DA COMMENTS N� ARCt1LTECT SKEET TITLE 1 9601 23RD AVENUE NW SHORELINE,WA 98177 . 1 (20G)546-2288 fJEFFERSOOPOUNTY LE DEPARTMENT OF COMMUNITY DEVELOPMENT C !E " �ll I' 621 Sheridan Street• Port Townsend •Washington 98368 A ' ' 360/379-4450• 360/379-4451 Fax 1 atO www.cojefferson.wa.us/commdevelopment SEP 1 2013 J r * _,.0,02,7 „ 61/6 ( S —Master Permit Application M JEFFERSON COUNTY HEFT.Or CulvnviUNIIY UtVELOPMENT Project Description(include separate sheets as necessary): (1f [ ' 0 n�v _/ rw _�� , 20®® ,sy F')-- Tax Parcel Number: C.) .(.-- 3-2. t — 0� 3 Property Size: ,20 x /C9i3 (acres/square feet) Site Address and/or Directions to Property. 147 6. kii- P1rlLS Pr A Property Owner(s)of Record: 2(o— -P — °. ',Z. Telephone:3 40 --.3 85--i1 )) '/ '',. add' - 6/9 -.3.515.41 emalCetr aL y '4,:-L,,fv.4,/ Mailing Address: /4 !/ ( Zj/et.:iT/IS /7 r Nx7 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies uilding ❑Critical Areas Stewardship Plan 0, Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]" ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)" ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan" ❑Propane ❑Long Plat" ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments" ❑Allowed"Yes'Use Consistency Analysis ❑Plat Vacation/Alteration" ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions" ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development" ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre–Application Conference ❑Tree Vegetation Request "Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any r-. -d later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the ••• •.:I: that he or w is p%• --T' r%:. Date: Signature: ir/ ■ , i ice= - t f� G�/3 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impacYupor or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compt-n.= ' e Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tra, feratile res b''` •r,th r,• o and complying with the ESA. The Applicant has read this dis Iaa'' era signs and dates it below. Signature: � J TrL Date:// / d 43 G.\PermitCenter\###FORMS####\DRD FORMS\Master Permit Application 5-29-08.doc . .BUILDER STATEMENT The signer of this statement does hereby certify that th are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be asspiag the respon/ssi el" oft �� of-f orr the proposed project. Signature: , /0 x"-47 [ / t e- Date: y/0/ 2 o13 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New Wood Existing: 'Sewer ❑ Addition ❑ Steel Proposed: v2 Bank '❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: ._ H pt: ndividual Syste ❑ Repair ❑ Masonry SEP Permit# ` IA-5% . ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat; Proposed: Z- Public Total: '2. 4C+ 1 e of System: {_v'� cf. Pte . petd�cc. cvi t If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: _ - Number of ADA Parking Spaces:__ Number of occupants(includes owners,tenants,employees,etc) Current Proposed — IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank I Above ground Tank Size of Propane Tank: i Heat Stove I Cook Stove I Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. S•uare Foote•e Current Pro•osed I" ' $ �y Main Floor Heated r EH BId App Review: 2'Floor Heated F ,z Consistency Review: Other Heated _e y. Base fee: Mezzanine : Additional Section: _ P 5-3 2 Heated Basement ? Plan Check fee: q l Unheated Basement lilo1- State Surcharge fee: Other Unheated Pot Water Review fee: LoCo - Garage/Carport SUBTOTAL „Decks f 911/Rd Approach fee: Other t . ; TOTAL: $ Receipt Number: 1(l 2 L7�Cal4 . Cash/Check Number: "t ESTIMATED COST(REQUIRED) Date: /I •Fair mark value of all labor . als foundation to finish 0QC, Initials: l/V1, 12 . G:\PermitCentcr\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc D -1 .X 1 -+s 01 CO -1 fi X -1 -1 0 CO -- -- 01 v CO CO X O_ C7 r+ X CO 0 o o C C1 CD CO 0 CD ? C7 CC -- co CC co co O CD r+ O CD - O 7C -1 -3 E 'S •- m M 0 D 1t CC -‘ N CD C-3 O -' -3 0- O O O O O n 0 O N m CO N I=1 O O CO C CO -, C.0 O r+ - 01 C7 M -• C7 G7 v C7 \ r+ O -1 -1 CO G7 O M 70 O O -0 C -1 - D CO CD 73 Po D z 3 01 CO m r X N O v — c, a -o co - ✓ G7 M r r CD -1 -1 -•1 -1 C-3 70 3> G7 0 m X 70 D 01 GO C1 M C-7 z 73 C3 07 -I C v 0 D 3 0 H O C- m CA L . , CO r o m -1 cI -1 -1 -1 70 0 TI m O C7 3> D m 7C7 -• N -0 O-) I-1 -1 O O '-. X m 3> m • 70 X —i r m —i v 3> C7 GO O 3> = I-1 m 70 CO -1 N -o m ¢ —I m r o m O -o 1--1 70 -1 CO M O -.1 O 70 CZ CO O z C 70 CO z CO CO -I CO I-1 G7 CA C a s. , N -< w z -I Cn M r -- Gf1 -1 -1 m -1 1-I v 0 3 7 CO 77 m m z 3> Iz I 70 C m 0 CO, r L Cf) O C0 v CO O • CO -1 E o) —1 M c 0 m w C3- 70 N C3 O C CZ CA CD CD CO O O -1 -1 M � 3 -0 -o r o o z a C7 C7 0 CS 3> �1 C7 S 3 S C -• CO CO I-1 C1 r+ = v o M 3 C 0 C7 7 1 O r+ CZ 70 3 0_ n -3 0 0 D CO - C3. O CO C_ CO • - CD fi I-1 3> •. C11 •• •• M O C- O I-I O � T z CS N TI .O O C O H co m • ► y its Front Parcel Review • Parcel 021321053 Printed: September 16, 2013 DONALD J COTE TRUSTEE Site Address: - � GRACE B COTE TRUSTEE 1597 GRIFFITH POINT RD J j/ 1611 GRIFFITH POINT RD ML - OR- T c/ NORDLAND, WA 983589632 NORDLAND WA, 98358 :Z2/\J Off _ Parcel Number: 021321053 S-T-R: 32-30N-01 E Total Acreage 1 Legal Description S32 T30 R1E TAX 76(TRACT 73)T.L.ADJ Land Use: 1900 Flood District: Fire District: 1 Planning Area: 3 Flood Map(FIRM)Panel No: School District 49 Zoning: pa COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property line miffed plot plan must match the property lines as identified on�the eAAssessor's 1/4 map) [ ] Legal Access to Property NO `1 ` I' [ ] Parcel Tags or Scanned Documents YES 1SY ��e � [ ] ESA's: Special Reports Nearby YES ■( • /(2-t —/ -� [ ] Designated Ag YES [ ] Shoreline Designation: C ' NO C,0 Vlf e4"V(l ,y/ [ ] Shoreline Slope Stability: YES N1/ 0 Stream Type:YES NO/ Fish& Wildlife:YEs — Ft0/-/CA v a A&$e ur Wetlands: YES N� Rare Plants:YES )' Seismic: op NO Landslide: N� Flood: YES NOS Erosion: YES NOO Aquifer Recharge Are CP NO -e p4.j-5(L - , ` 61,0 -i2- fq SIPZ: none At Risk qighlTLgk. Coastal CMZ: no High Risk Moderate e RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES N� Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES Nj [ ] Agricultural Lands: YES N9/ [ ] Archaeology: YES NX( [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES N,- Forest Lands YES N [ ] Landscaping Required: Yes [ ] Parking Spaces Required NO Other f 1 Building Height:0' UBC Standard [ ] Imp-endou Surface coveragtOrcentage: Resource Lands&Public: 10% Rural Residentialf 25°o Rural Industri . er UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 NC: 7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: 90 Left Side: >,. ,r Right Side: j Rear: 3(3 - Shoreline Setback: Q LSHA Setback: [ ] Road Classification: ,Lneit_te2 Road Approach: EXIS NOT REQ'D RAP [ ] SEPA Required: YES EXE [ ] Flood Certificate: 14 [ ] Existing Case(s) &Condition(s): Li/— ' Violations: Yes N9,-- [ ] Recorded Date of Subdivision: ii E Gf-- AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES N9(submitted: YES NO [ ] UGA No Protest Agreement YES Nip'', submitted: YES NO [ ] Site Visit conducted YES NO:"-- [ ] Require Final Zoning Approval .'ES [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 021321053 1.) Eagle Management ZON08-00083 See Laserfiche or MLA08-00404 for full 06/04/2009 Plan report. Parcel tags found for parcel 021321053 2.) COMPREHENSIVE P 07/25/1988 Cases Associated with APN 021321053 Cases Name Review Type Status Planner USR98-00054 COTE A Application Received: 7/16/1998 Permit Issued/Case closed: 8/4/1998 Case Finaled: XMP88-00037 COTE A Application Received: 7/25/1988 Permit Issued/Case closed: 7/25/1988 Case Finaled: PROPOSAL: The proposal is to construction a 200 foot longconcrete bulkhead for a single family residence across two 100 foot lots along Mystery Bay of Kilisut Harbor on Marrowstone Island. The bulkhead would consist of a six inch retaining wall approximately six feet high, and have footings. BLD13-00284 COTE TRUSTEE P Application Received: 9/13/2013 Permit Issued/Case closed: Case Finaled: NSF , NO GARAGE M LA08-00404 ZON08-00083 MLA08-00404 COTE I A Application Received: 8/29/2008 Permit Issued/Case closed: 6/2/2009 Case Finaled: SPAAD-Site Plan Approval Advanced Determination for a Single Family Residence MLA11-00170 PRJ11-00164 MLA11-00170 COTE TRUSTEE P Application Received: 8/1/2011 Permit Issued/Case closed: Case Finaled: SDP11-00042 MLA11-00170 COTE TRUSTEE I A Application Received: 8/1/2011 Permit Issued/Case closed: 9/27/2011 Case Finaled: SHORELINE EXEMP I ION I-OR SEPTIC APPLICATION \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/16/2013 Page 2 of 3 SEP11-00058 PALA11-00170 • COTE TRUSTEE • F Application Received: 7/21/2011 Permit Issued/Case closed: 10/5/2011 Case Finaled: 9/27/2012 OTH08-00006 COTE TRUSTEE F Application Received: 10/14/2008 Permit Issued/Case closed: Case Finaled: WET SEASON EVALUATION APPLICATION PRE99-00056 COTE C R KLINE Application Received: 11/8/1999 Permit Issued/Case closed: Case Finaled: Placement of protective bulkhead across the face of the shoreline bank at the base of the bluff. The bulkhead will consist of a row of rock approximately 3 feet in dimension to be stacked to approximately 6 feet above the OHWM. The rock will be keyed into the base of the bluff such that tidal action will not displace. SOM11-00058 COTE TRUSTEE FIN Application Received: 10/26/2012 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/16/2013 Page 3 of 3 ■ t 0 0 t\L coo JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment ySXo Tel:360.379.4450 I Fax: 360.379.4451 I Email:dcd @co.jefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center September 19, 2013 DONALD J COTE TRUSTEE GRACE B COTE TRUSTEE 1611 GRIFFITH POINT RD NORDLAND WA 983589632 RE: SITE ADDRESS: 1597 GRIFFITH POINT RD CASE#: BLD13-00284 Dear DONALD J COTE TRUSTEE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Stormwater needs to addressed as part of the application and should be based on requirements in the 2012 Ecology Stormwater Management Manual for Western Washington. Please submit a revised site plan that shows how you propose to address stormwater for the proposed house. If you have any questions, I can be contacted by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us . Please submit the above information to the Department of Community Development by December 18, 2013. Pursuant to Jefferson County Code (JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety (90) calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, i,ly ' , ,,-� ,6 ice;i bepartment of Community Development Staff c: File \\tidemark\data\forms\F_M LT_Add I nfo_Req ust.rpt 9/19/2013 z DEVE4PMENT REVIEW TIME WET Date Time Comments 1.. /Jig , i �-.I ". _yd /40 /5- 0 f l . • A RV// ii-mV% d pla4'l e ri . At 'p 141. 6,--e1 tj / /2.A'Ads' 4 l -a' fill. A'A, r ' • \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 BUILDING PERMIT APPLICATI BLD13-00284 ON Review T Yp e: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD13-00284 Received Date: 9/13/2013 SITE ADDRESS: 1597 GRIFFITH POINT RD NORDLAND, 98358 OWNER: DONALD J COTE TRUSTEE PHONE: GRACE B COTE TRUSTEE 1611 GRIFFITH POINT RD NORDLAND WA 983589632 SUBDIVISION: Block: Lot: TX76-i PARCEL NUMBER: 021321053 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSF , NO GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,140 VALUATION 151,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: UNHEATED: 1,140 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 56 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,377.00 MEB 09/11/13 142484 Plan Check $895.00 MEB 09/11/13 142484 State Building Code $4.50 MEB 09/11/13 142484 Potable Water Application $66.00 MEB 09/11/13 142484 Total: $2,342.50 \\fir4cmnr4\Aorn\fnrmc\C RI fl Ann Rlrl r,+ 0/1"2/"R111 ���SON c�a� JEFFERSOfV COUNTY u `" i - Z _ fn ` DEPARTMENT OF COMMUNITY DEVELOPMENT 1 i r �� V L� "C 621 Sheridan Street • Port Townsend •Washington 98368 i rm,� 360/379-4450 • 360/379-4451 Fax i �sBrN�'�a www.co.jefferson.wa.us/commdevelopment !11. 2C13 �j , Master Permit Application M JEFFERSON Co C0111;TY Project Description(include separate sheets as necessary): i DEPT.1,E�u°;sm _:_._.U 2:_E - ""F NI- Tax Parcel Number: v 2(.- 0.-%-3 ?._V QC' •may rr 3 t - Property Size: 2 0 X /G,C, (acres/square feet) Site Address and/or Directions to Property: 147? t' ie i/- /r-//5- 'l 14.0 Property Owner(s)of Record: (2-0G 1-1 _ - 2 CL ,Telephone: G C 1 R� -y'/ L x: ldG 19 '3.-515''l wi t. 644 jft,-'4,,, t"v,,i Mailing Address: /4 (/ G.;f'ifl - tT/i5 /7i Nil Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies wilding u Untical Areas Stewardship Plan jil Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or Cj** ❑ Manufactured Home ❑ Modular ❑Discretionary*D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed`Yes'Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request Pre-Application**Requires a Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any r�_i ' -d later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the •.'ca': that he ors ,:waptspi.rno'' - s Signature: ilt/�,'. i i [ L Date: ///C 0/ 3 ate: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively pa cY ri upo one or more threatened or endangered species and could lead to a potential"take'of an endangered species as those terms are "Endangered defined in dan the federal gered Species Act'or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be d law known because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in comp!' n • the Jefferson County development code.The and non-tra feratile res b' r :lhzer' o and complying with the ESA. The Applicant Applicant s read this acknowledges a that er a she sgns and dates it below. Signature: ..../ �f �/ �C% -1-1-13: Gr c Date: // r 6%3 l G:\PermitCen ter\###FORMS####\DRD FORMS\Master Permit Application 5-29-08.doc Ii) • , BUILDER STATEMENT The signer of this statement does hereby certify that th are the Owners of the parcel referenced herein,that they are not licensed contractors and that they wit be assts ''wg the responsi il" of �n or the proposed project. Signature: 2-70 --e--4' � " f t[= Date: y/0/24:71-3 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New A Wood Existing: 'Sewer ❑ Addition ❑ Steel Proposed: r� Bank '0-Community System ❑ Alteration/Remodel ❑ Concrete Total: 2 H . : g'jndividuai Syste O Repair ❑ Masonry C tt SEP Permit# Ct-5$ . LI Demolition ❑ Other. Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 7-- jPublic � Total: lTi- V° t3 'e Name of System: {"/ Number of Parking Spaces: Current: Proposed: _ Number of ADA Parking Spaces Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 U• nderground Tank I Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove I Fireplace Insert I Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin• the reserve area. _- y S•uare Foota•e Current Pro•osed atr ,s?,Y And - r Atimo, . 3 a< • Main Floor Heated >_...:t-. .:tom . �a,, ,- EH Bid App Review: / /40 F #i 0 2"0 Floor Heated * Consistency Review: (2-2 Other Heated Base fee: Mezzanine _ Additional Section: %p 5-3 2 Heated Basement - Plan Check fee: Unheated Basement i4 State Surcharge fee: l gyp ° "ti5 Other Unheated _ =, -: Pot Water Review fee: Garage/Carport SUBTOTAL Decks 2.20. • �L "" 911/Rd Approach fee: — Other p. -. `r-C.: 4-,f; TOTAL: $ s a, ;-`3-jteceipt Number: 1 14 l l ` („ � yT Cash/Check Number ESTIMATED COST(REQUIRED) Date: /, /i /J •Fair mark value of all labor and materials foundation to finish "t f —5-0400C) \t. Initials: G\PemvtCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc , • • "IS flN C 6 JEFFERSON COUNTY �'r DEPARTMENT OF COMMUNITY DEVELOPMENT I jrf 621 Sheridan Street• Port Townsend •Washington 98368 ,43 360/379-4450 • 360/379-4451 Fax SOT http://www.co.jefferson.wa.us/commdevelopment/ 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 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet ?%)...U�t cf sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert'/.acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No Well,utilities,etc. sq/ft Does the project convert 2'A acres or more of native vegetation to pasture? Driveway, parking, roads,etc. sq/ft Circle: Yes Lawn,landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut .2.0: ✓4) Fill /O i (cu/yd) (over] stormwater calc worksheet—REV.2/20/2008 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 9 _ sq/ft Structures(all roof area) 4-:^ _sq/ft Sidewalks © sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks 3 © sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc 3 sq/ft Driveway,parking,roads,etc 0 sq/ft Other sq/ft Other sq/ft I Total New 1 C sq/ft Total Existing „2_ sqlft TOTAL NEW+TOTAL EXISTING* /6/ 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: fie % Does the site have 35%or more of existing impervious surface? Circle: Yes FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. "17eiffe/3 (IAN DOWNER OR AUTHOREPRESENTATIVE SIGNATURE) (DATE) stormwater calc worksheet—REV.2120/2008 2 0 7 Q sad o y4. �y4.Its„ WASHINGTON DEPARTMENT OF FISH AND WILDLIFE BALD EAGLE MANAGEMENT PLAN RCW 77.12.655, WAC 232-12-292 EAGLE TERRITORY: Mystery Bay 1761 1 Jefferson Occurrence# Nest# County The following conditions apply to the entire parcel if any portion falls within the distance guidelines. ❑ Any construction or vegetation removal on a lot within 400 feet of a nest tree or roost site will require a bald eagle management plan tailored for the specific land use and landowners goals.The landowner will need to contact and consult with the Washington thWD Department e )of Fish and Wildlife(WDFW)prior to any clearing or constructio ❑ Any lot located between 400 and 800 feet of a nest tree site:retain all known perch trees and all conifers >24 inches diameter at breast height(d.b.h). Also retain>50%of pre-clearing or pre-construction conifer stand with diameter distributions representative of the original stand(>6 feet tall). Windowing and low limbing of trees is acceptable provided no more than 30%of the live crown is removed. . X Any lot located>800 feet but within%2 mile from a nest and within 250 horizontal feet of the shoreline or top of high bank bordering a shoreline: Retain all known perch trees and conifers>24 inches diameter at breast height(d.b.h.). Also retain>_50%of pre-clearing or pre-construction conifer stand with diameter distributions representative of the original stand (>6 feet tall). Windowing and low limbing of trees is acceptable provided no more than 30%of the live crown is removed. I have read and understand the above condition(s)placed on Parcel # 021-321-053 located in the SE Quarter of NE Quarter of Section 32 ,Township 30N ,Range lE (East/West meridian)with actual If the landowne s feel these conditions are too street address of 1597 Griffith Point Road � ) restrictive,a site specific plan may be developed with the Washington Department of Fish and Wildlife. If the conditions set forth above are acceptable,please sign below and this will serve as your Bald Eagle Management Plan. Activities will be periodically monitored and failure to comply with this Plan constitutes a misdemeanor as set forth in RCW 77.15.130. However, state or local with this plan does not ensure compliance with the Endangered Species Act or other (Tt a‘down in (6114/0 9 Don and Grace Cote 77 n er s Si ature 7r bate) Landowner(s) Name (Print) L7' ,C1-.‘R551. /0/0041 1611 Griffith Point Road FW Regional Program Manager Address .2,64, 2, ®_G,_..pR Nordland,WA 98358 WDFW Wfdlife Biologist City,State,Zip Send Original To: WDFW (360) 385-4724 Region 6 Office Phone 48 Devonshire Road Montesano, WA 98563-9618 2 R Ft P� �g 1111_ g ! . g o � x $" > ,,, 3 /H‘r o '" /`f gN 3r vt 7'g 0 2' iT m s� -' 1\I ti m �o o Qi n= F � ,„-,=,. 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Cgs e� qs bae� rnw 6o• a '*8 °n - m amp o y�,^(''?$o■ 000a ° P,NOa ° 1N (4 s. m 343 ac 4, I: • � ®" � o °,- ? �' a- ',=� ?e •�n �w Rl m "o °orn N 6'°'H Q —C N tOi U O 'A' ' N o o 'cr, xi \ 'Fine ° °mg ° e� a „=� Q� r 61�2! b.8a,P. noo o're ° EB 1, o N -0 a� x . co ■ • tn m o o 2agna Ar c � 1 ,7o 7ZI 77.t. R-1 1:1 N. al - O)Seg e c ° ^S ig N O m -. a a 1 �2 `M `s .i H 5' o RN x—n' 1�_ _ 'SthMRJR u�i' �' .,... _,4 .-6-4,.. ,,, /PW icy 2 ei ice//7.fS PI fi!0- RONALD D. JOHNSON NO.DATE COMMENTS SKEET TITLE S ARCHITECT 003„I 1__ 19601 23RD AVENUE NW SHORELINE,WA 98177 (20C)546-2288 PC)' Zi G• L 395-- 42 ` - 'T 6 4� �, . � I ' I \ :- 4'VA- F 0,, s.< _f.."-:- i 'I Sli. : ri 6, 1 ", s9 1 O I, ;, i ',-,. '.--: . fr'.- ,....„- ' 1 <> --c. 1 al' . 1 . 94 : I ' 7 “S ' 4-z0 :4.4i.. .g .0- , i :' ' iste .,..3,, 1 .......„ ,,..,..4 1 4 01: ;; ; ..4,••..„...4.72.L'...j.0,... e....'.; ;1. 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I s i 0 A I : I. �i/� p I c I c 0 ` IN \\ . _a . __.,,,. .-.4 , , , ( 1:1 0o c a �, g ' " N1 — a m '� � m .. VI m z v M ., , I• RONALD D . JOhNSON r0. DATE Ocer3 ARCI-1ITECT 1960 I 23RD AVENUE NW SHORELINE, WA 98 177 -(206) 546-2288 s — ,arson County Building Division Permit Numb- . BLD13-00284 Applicant: C51` T00STEE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 hnt+ iii6tiofial Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is Headed. 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 n Setbacks -f/; 6,/,L� "` Erosion Control J ` Foundation Footing 6' ,' /j4I Footing Drains 4)-7-) / Foundation Stem Wall g'fzo/1i1 !/ j744s4' ,‹ 7/2—S l l 601 Underground Plumbing . t >/J Under Floor Framing �� Straps(hold downs) Ext. Shear Wall Nailing c /211f Rough-in Plumbing Framing Blocking Airseal .0 ^I� � �� 7& Insulation:Walls Insulation: Floors 51,-< � Insulation: Ceiling ' / �[✓ Int. Shear Wall Nailing 0 TS OK ity Zf/4 Wallboard Nailing /n f13 Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Mechanical Systems Duct Test Cert ,/i y��S. Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage /Wi l i Address Posted / T . . • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD13-00284 Received Date: 9/13/2013 SITE ADDRESS: 1597 GRIFFITH POINT RD Issue Date 10/24/2013 NORDLAND, 98358 Expiration Date 10/24/2014 OWNER: DONALD J COTE TRUSTEE PHONE: GRACE B COTE TRUSTEE 1611 GRIFFITH POINT RD NORDLAND WA 983589632 SUBDIVISION: Block: Lot: TX76 PARCEL NUMBER: 021321053 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: S — 47Z )1 PROJECT DESCRIPTION: BUILDING AND SHORELINE EXEMPTION PERMIT FOR NSF, NO GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,140 VALUATION 151,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: UNHEATED: 1,140 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 56 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,377.00 MEB 09/11/13 142484 Exist: Exist: Plan Check $895.00 MEB 09/11/13 142484 Prop: 2 Prop: 2 State Building Code $4.50 MEB 09/11/13 142484 Total: 2 Total: 2 Potable Water Application $66.00 MEB 09/11/13 142484 Total: $2,342.50 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. • Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED • FINAL INSPECTION q,Z1/1c - FINAL INSPECTIOlgVIUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • ,iTIONS for Building Permit# :BLD13-00284 1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan, as submitted with the building and shoreline exemption application on September 26, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 15, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This project was reviewed and approved as a shoreline exemption under JCC 18.25.090(5). 4.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 5.) Potable water for this site is served by the Quimper Public Water supply WS#05783. The well on site is not intended for potable water for this structure. 6.) dlf \LL:.A........L\.l..a..\[.._..+.\C DI n o.....+;a OL.1.. ...a 4f IfA/')f4 4 ,.yard Conditions for Residents Development in Jefferson County • LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07 SFR StdConditions 3/7/2013 1 Fisheries Service can levy penalties. Portions of Jefferson County, including marine waters, are inch, as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwat- shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. rit_ t r/I( c cue 2013-09-06_SFR_StdCond itions 9/6/2013 2 , -:40,:ii:•.4-40.- -.7r,.•••00, • /t i ' r ,,- Holzif-,, A ,,, / ca tqi 6.-.a?in 4 Mid Drain) s. i 4.--.....„ # - - Doympoti 0 DRY WELL '• 48 t Dia weer .. Hole Filled\vitt : PLAN VIEW itta-34',,lia$1-1Pd .: - Drain Roth; Mrs -... .-...: :: ...,_. . ,—For41:630Thi:}1,-,IC:e.cetrit,a-hntt,:;.e:ort.,1:ii!FI,Rf,p,:st? —11 cot Datinatxd H U Sci ;i----(N'etflow . v 8Flaah Block Topscit— .„-. .... \ 4.1 1 , .. , • , , „ _ Roam., Ili A . i , I A -. '...:-• . tt,".tt 4-(,..:;'. ,,,,,..,,...-s „.- won --AO- .. ' -• ' ' a'N'e4h4,,,filk---49aint.. iil 1 Fine tvitt„ii,,_,r.„,t; ----.Li —filir,i_4',r.ii- tivr-4,,,kia4eririAr'w x .-•=.-cin,P-1-9".. ' --cl. pp..z*. 1 0 al, zfelt,dx.`44.40 Cetr,;.h 8-6.$in k7jr''' 4 sa, I (*d Drain) t 7 48 Itth Dia rfeEir .1 4-)'min- S ide 5 Of HO-le,'--v-/ .4, Hole Riled with 3,- Lined with t° lii2-3'''W:13ried — - Fitter Fabric te: t Drain RiDck two Ja t."41,1C1i7AZ., Iiititt , mia:-i'4.,:fy,,A3 42',,aasgna I DRY WELL H igh Grourdwaksr Tabli4 SECTION --f- tirs ,.... I Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County • Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 • I Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas, open water features, springs,wells, and septic tank drain fields.Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%.This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 ,if ltration These sy s are designed as specified below. wells General • 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles,drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1).Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with jurisdiction approval. • Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 1 I I ---- _ -- 1 C D 70 K Dm r -< -- ..._ _..._- ---__... 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Date: 7/1 7 BLD: 1 3 `i Contact Name: Owner: Contact Number: 360 Z- Address: t 6-9 7 l'9Y•14i-jTtt 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 R rik' .� x I v e3 a• , I C••••• , , , -, . ,, ._...._ g.-._m ...„... , ,. , -----7v-f--•, r ,,,. - ' . „..., , . ?.., , , • , , , • ,..., -,<f:j ` _ � - ' N - --- 1 v I 1ir I r , g .4;;1 .. , l' . , cc, ---v ,-, IIIt � iui i!ij ] ° = � , z. ".t. 7C 7 io , . ,.., -,..„-L, . r =., _ ,I , , ,a� : 1,• , toi /04, 1 0 If \ „to, 1,71 ,?_,4 , : Nil ' ' . : : . .F'! 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I i • •14 `,FE;�._ _ 2012 Washington State Energy Code i IECC SEP 1 1 2013 r NI i O RESIDENTIAL CONSTRUCTION tr ERSON COUNTY ENERGY COMPLIANCE FORM T"-FT OF C- OMMUNITY D VELOPMEM 206-296-6600 TTY Relay:711 g ecn t‘i g144 x; Applicant's name tracking no. select applicable item from options given or fill in blank New Conditioned sq. ft.= ✓tG� Sf. l Job type: New Building Addition 0 Remodel ❑ Total number of ,� Occupancy: Single Family Accessory Bldg 0 Duplex El bedrooms in building: Heating fuel: Gas/Oil C3 Electric 7.1 Propane ❑ Other: Heating system: Forced Air i;. Room Heaters ❑ Radiant 0 Hydronic❑ Heat Pump El Existing System ❑ Other: Location of Heating Equipment Size(pg.4) Btuh/KW choose option of compliance: t PLANS MUST REFLECT ALL OPTIONS CHOSEN> AA Prescriptive compliance: Zone 4 Marine (wood-framed buildings) R402.1.1 Openingsa U-Values Ceiling Insulation Wallsa .Below Grade Walls° Slab on NOTE: %floor area Vertical Overhead _ attic vaultedb Above Grade interior exterior Floors grade Energy R-49 or R-21 lnt.w� credit(EC) ,Unlimited 0.30 0.50 R-38 R-21 Int. thermal break R-10 R-30 R-10 options -----�°" ,, R-38 ADV may affect EC option 1a 0.28 0.50 RA "" RP"" "" _ "" R-38 R-10 Full element EC option lb 0.25 0.50 AN "" R21+R4c1` R21+RSci "" R-38 R-10 Full values , EC option 1c 0.22 0.50 R-49 ADV R-49 R21+R12ci R21+R12ci " R-38 R-10 Full footnote a openings includes all windows and doors.intermediate framing requires headers to be insulated footnote b applicable only to single joist or rafter cavity,not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous insulation(ci),OR R-13 batt interior with R-5 rigid continuous insulation(ci). 0 U-Factor / Total UA Equivalent compliance (complete sheets 3 and 4 for compliance) Openings U-value Ceiling Insulation Walls Below Grade Walls Slab on %floor area Vertical Overhead attic vaulted Above Grade , interior exterior , Floors grade Target et 15% 0.300 0_50 _ 0.026 0.026 0.056 - 0.042 0.064 - 0.029 0.54 lu Proposed Values - - ! WHOLE HOUSE VENTILATION SYSTEMS ! Check the"whole house ventilation system"that will be used 0 whole house ventilation using exhaust fans(FORM#ViAQ 2): IMC Section 403.8.6 ❑ whole house ventilation integrated with a forced-air system (FORM#VIAQ 3): IMC Section 403.8.7 ❑ whole house ventilation using a supply fan (FORM#VIAQ 4) IMC Section 403.8.8 E] whole house ventilation using a heat recovery ventilation system (FORM#ViAQ 5):IMC Section 403.8.9 ❑ Engineered"whole house ventilation system"designed in compliance with iMC Section 403.8.10 LOCATION OF WHOLE HOUSE FAN VII I (\I , ° SiZE: 0 cfm Cg check box if fan is connected to 24-hr timer to operate g hrs/day (see pg.5) 4 AIR LEAKAGE ( (if box not checked, fan specified to run continuously) Fan sane< 1.0 or inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402.4.1.1 (pg. 7)shall be installed per manufacturer's specfications to limit air leakage rate to not exceed 5 air changes per hour(ACH) Blower door test @ 2 50 Pa max. rate:(Bldg Vol(ft3)x 5 ACH)/60 min.= cfm Energy Credit Options 2 limits max ACH Residential Construction Energy Compliance: ENERGY CREDIT OPTION DESCRIPTIONS:Choose option(s) for total points equal to minimum required for budding size: Addtn sq.ft.<750 or Bldg sq ft.<1500=0.5 pt.;_sq.ft.>5000=2.5 pts.;all others=1.5 pts. 1a Efficient Building Envelope 1a: Table R402.1.1 Prescriptive compliance with openings U=0.28,floor R-38, (0.5 pt) slabs R-10 perimeter and under entire slab, OR Total UA Equivalent compliance Target UA reduced by 5% (0.5 pt) J lb Efficient Building Envelope 1b:Table R402.1.1 Prescriptive compliance with openings U=0.25,wall R-21 plus (1.0 pt) R-4,floor R-38,slabs R-10 perimeter and under entire stab with below grade walls R-21 plus R-5 c.i., OR Total UA Equivalent compliance with Target UA reduced by 15%. (1.0 pt) J 1c Efficient Building Envelope 1c:Table R402.1.1 Prescriptive compliance with openings U=0.22,walls R-21 plus (2.0 pts) R-12 c.i.,floor R-38, slabs R-10 perimeter and under entire slab, and R-49 advanced frame ceilings and vaulted areas, OR Total UA Equivalent compliance with Target UA reduced by 30%. (2.0 pts) ❑ 2a Air leakage Control and Efficient Ventilation 2a:Compliance per R402.4.1.2: Envelope leakage reduced to (0.5 pt) maximum 4.0 ACH.Whole house ventilation requirements met by heat recovery system per M1507.3 with high efficiency fan not interlocked with furnace ventilation system. (0.5 pt) J 2b Air leakage Control and Efficient Ventilation 2b:Compliance per R402.4.1.2: Envelope leakage reduced to (1.0 pt) maximum 2.0 ACH.Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.70. (1.0 pt) ,1. 2c Air leakage Control and Efficient Ventilation2c:Compliance per R402.4.1.2: Envelope leakage reduced to (1.5 pts) maximum 1.5 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.85. (1.5 pts) p3a High Efficiency HVAC Equipment 3a:Gas, propane,or oil-fired furnace or boiler with minimum AFUE of 95% (0.5 pt) Plans shall specify heating equipment type, size, and minimum efficiency. (0.5 pt) 3b High Efficiency HVAC Equipment 3b: Air-source heat pump with minimum HSPF of 8.5. (1.0 pt) Plans shall specify heating equipment type, size, and minimum efficiency. (1.0 pt) 3c High Efficiency HVAC Equipment 3c:Closed-loop ground source heat pump with minimum COP of 3.3 OR (2.0 pts) open-loop water source heat pump with COP of 3.6. Plans shall specify heating equipment type, size, and minimum efficiency. (2.0 pts) li 3d High Efficiency HVAC Equipment 3d:Where primary space heating system is zonal electric heating, a i (1.0 pt) ductless heat pump system shall be installed to provide heating to at least one zone. (1.0 pt) ..J 4 High Efficiency HVAC Distribution:All heating and cooling components installed inside conditioned space. All (1.0 pt) combustion equipment shall be direct vent or sealed combustion. No system components installed in crawlspace. No electric resistance heat permitted.Direct combustion heating equipment with AFUE>80%. Plans shall show equipment type and location of all equipment and ductwork.(1.0 pt) 5a Efficient Water Heating 5a:Water heating system shall include one of the following: gas, propane or oil water (0.5 pt) heater with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested in accordance with ASME A112.18.1/CSA B125.1. (0.5 pt) 5b Efficient Water Heating 5b:Water heating system shall include one of the following:gas, propane or oil water (1.5 pts) heater with minimum EF of 0.82; OR solar water heating supplementing minimum standard water heater. Solar water heating will provide rated minimum savings of 85 therms or 2000 kWh bsed on Solar rating and Certification Corp(SRCC)Annual Performance of OG-300 Sertified Solar Water Heating Systems; OR Electric heat pump water heater with EF>2.0. OR Water heated by ground source heat pump with COP>3.3(1.5 pts) 6 Renewable Electric Energy: for each 1200 kWh of electrical generation provided annually by on-site wind or (0.5_3 pts solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: Solar electric systems: design shall be demonstrated to meet requirement using the National Renewable Energy laboratory calculator PVWATTs. Solar access documentation to be included. = Wind generation protects: design shall document annual power generation based on the following factors: wind turbine power curve, average annual wind speed at the site,frequency distribution of the wind speed at the site and the height of the tower. ..,,,,,.M.,.t__._..4311_...-.. Paae 2 Residential Construction Energy Compliance: OPENINGS: Door and Glazing Summary size(WxH) Area(sq.ft.) U-Value UA-value Quantity Area(sq.ft.) U-Value UA-value Entry door Basement windows j other doors 1st floor windows other doors 2nd floor windows other doors 3rd floor windows TOTALS: TOTALS: Skylights' 1 %openings=Area/floor area 1 Complete Opening Schedule if using wei hied average U-value for openings Or Total UA Equivalent option. 1 Door andelazing Opening Sc ule Location or Type of O•-nin t size Indio Area opening width height (sq.ft.) U-Value Qty. Combined Area UA value PCP Provide separate sheet(s)if necessary total quantity, area,and UA values from additional sheets= TOTALS Average: UA /A = u value= %Total Glazing= Glazing Area Floor Area I Residential Construction Energy Compliance: liance: Building heat loss calculations I Total UA Equivalent compliance Use common U-Values from Appendix A in WAC chapter 51-11C(listed on pg 6)or ASHRAE Handbook of Fundamentals F �wri Insulation average PROPOSED CODE ALLOWABLE �Y,s1 Yri value* U-Value* Area 'UA U-Value Area UA Attic Area Siv. 'tk f i-c ,D Z 7 13 5{a % t, 0.026 Vaulted Ceiling 0.026, Glazing Area , "$a 0 14,1 - __15%fir area 0.300 Skylights - actual area 0.500 Door Area - , 0.300 40.00 Above Grade Walls , 451 + (0t1— ,, 7,7 0.056 Z Floor Area + f1 . j' 5(o '2€j, + 0.029 Slab on-Grade (length) ft. 0.540 ft. Below Grade Walls (0-2 ft) 0.045 Slab 2-3.5 ft length 1f value= ft. _ 0.610 ft Below Grade Walls (2-3.5 ft) 0.042 Slab 3.5-7 ft length f value= ft. 0.570 ft. Below Grade Walls(3.5-7 ft) 0.038 Slab>7 ft length f valuiri, ft. 0.430 ft. Below Grade Walls (>7 ft) - 0.038 Mulitiple slab/below grade walls _ "(provide additional sheets to document calculation of Total ' Q,(4 Q1 I Total average U-value if multiple framing configurations) option 1a:'reduce 5% NOTE:Energy Credit Options I require adjustment to Code Allowable UA value: { ['option lb:reduce 15% ['option 1c:reduce 30% 1 Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature 70 Outdoor Design Temp T teand cit y , I Design Temperature Difference=Mil(Use 22 for Design default if outdoor design temperature is not known) (Indoor-Outdoor Design Temp) (recommended outdoor design temperatures shown on a e 5 Conditioned Floor Area (ft2) = i^ 'iir Average floor height= ft. Conditioned Volume(floor area X average floor height) _ Sum of UA(heat loss of bldg) L-1 Envelope Heat Load other fuels electric Sum of UA X Design Temperature Difference=1 I 0170b IBtu/Hour 1 1 KW Air Leakage Heat Load Convert Btu/hr to electric KW:Btu+3413 CV X 0.6 X Design Temperature Difference X.018=I " A- 'Btu/Hour 1 I KW Building Design Heat Load Air Leakage+Envelope Heat Load= —�,-G7-1 Btu/Hour 1 1 KW Minimum Heating Equipment Output Building Design Heatj oad x 1.15 or 1.0 1.i 5 =11111M4 0 Btu/Hour I ( KW Use 1.15 if ducts are located in unconditioned space:Building Design Heat Load X 1.15 Use 1.0 if duds are located in conditioned space:Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment OutputX 1.50 = lismitan Btu/Hour r KW Actual neat sizing calculation to be supplied by mechanical contractor at time of equipment installation. 91117 WRFFil Fnamv fillin fmm vier • Residential Construction Energy Compliance: Recommended Outdoor Design Temperatures K.i0.4.4 1 _ =1 `{:'. ■ 1 i_• I i, - - ;' 11 17 r : m 1, i i b I j e ; 10 $ 4 6 -` .f _.. 1 s t "'"•^+•_.—.ern.*te..._..i '."' � r'L-4----. .d r '24 1" I' 20 ' 20 10 i # _.i._ f 2J I _s —" 22 # lb',. 13 ...10 .mot — . l.. - 2.1}, .€24 I ' 10 14 10 f- ss- 5 r- ' 7 20'7'2 r 2i i6 , rt t.(Y:sTrtt n1 1/WNW in SIN 0*FP UPI:R%IA RP ti . VENTILATION AND INDOOR AIR QUALITY REQUIREMENTS I Whole House Ventilation fan(s) shall be sized according to International Residential Code section M1507.3.3. '` Continuously operating exhaust ventilation systems shall provide minimum flows per Table M1507.3.3(1). Intermittently operating ventilation systems shall have the minimum flows from Table M1507.3.3(1) adjusted by the ventilation rate multiplier value in Table M1507.3.3(2)according to the formula Of=Qr X Ef 2012 International Residential Code Table M1507.3.3(1)(continuously operating systems) MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS, Qr f Number of Bedrooms Floor Area(sq.ft.) 0 i 1 2 3 4 5 6 7 >7 0 1500 30 30 45 60 60 75 75 90 1501 to 3000 45 45 60 60 75 75 90 90 105 3001 to 4.500 60 60 75 75 90 90 105 105 120 4501 to 6000 75 75 90 90 105 105 120 120 135 6001 to 7500 90 90 105 105 120 120 135 135 150 > 7501 105 105 _ 120 120 135 135 150 150 165 2012 International Residential Code Table M1507.3.3(2) INTERMITTENT WHOLE-HOUSE VENTILATION RATE FACTORS (Ef) specified enter'X'for Fan time ON Run-time%in each 4-hour segment A Rate Multiplier Factor Min. Fan Size cfm cfm 0 25%( 1 hr every 4 hrs;6 hrs/day) 4 33%(1 hr 20 min every 4 hrs;8 hrs/day) 3 4.5 Q 0 50%(2 hrs every 4 hrs; 12 hrs/day) 2 Q 66%(2 hrs 40 min every 4 hrs; 16 hrs/day) 1.5 ❑ 75%(3 hrs every 4 hrs; 18 hrs/day) 1.3 ® 100% (continuously operating) _ 1.0 Residential Construction Energy Compliance: Common U Values for various framed elements CEILINGS FRAMING 'FLOORS 1 TYPE Insulation Standard I Intermed.I Advanced Insulation Post&Beam Joists Flat R-19 0.049 0.047 R-0 0.112 0.134 R-30 0.036 0.032 R-11 0.052 0.056 R-38 0.031 0.026 R-19 0.038 0.041 R-49 0.027 0.020 R-22 0.034 0.037 R-60 0.025 0.017 R-25 0.032 0.034 Scissor truss R-30 0.028 0.029 4:12 pitch R-30 0.043 0.031 R-38 0.024 0.025 4:12 pitch R-38 0.040 0.025 'SLAB on GRADE 4:12 pitch R-49 0.030 0.020 UNHEATED SLAB UNHEATED SLAB 5:12 pitch R-30 0.039 0.032 uninsulated 0.73 R-10 fully insulated 0.36 5:12 pitch R-38 0.035 0.026 all 2 ft horiz w/o tb* 0.70 R-15 fully insulated 0.31 5:12 pitch R-49 0.032 0.020 R-5 2-ft vert/horiz 0.58 R-20 fully insulated 0.26 Vaulted 16"OC 24"OC R-10 2-ft vert/horiz 0.54 HEATED SLAB vented 2x10 R-19 0.049 0.048 R-15 2-ft vert/horiz 0.52 R0 uninsulated 0.84 vented 2x12 R-30 0.034 0.033 R-5 4-ft vert/horiz 0.54 R5 fully insulated 0.74 vented 2x14 R-38 0.027 0.027 R-10 4-ft vert/honz 0.48 R10 fully insulated 0.55 unvented 2x10 R-30 0.034 0.033 R-15 4-ft vert/horiz 0.45 R15 fully insulated 0.44 unvented 2x12 R-38 0.029 0.027 R20 fully insulated 0.39 R30 fully insulated 0.32 'WALLS FRAMING BELOW GRADE WALLS 1 Slab 1 Insulation, Standard I Intermed.lAdvanced depth U-value F-factor Lapped Wood Siding . uninsulated 0.350 0.59 2 x 4 WOOD R-11 0.088 0.084 ° R-11 interior 0.066 0.68 R-13 (1082 0.078 3 R-11 interior wltb* 0.070 0.60 R-15 0.078 0.071 -9- R-19 interior 0.043 0.69 2 x 6 WOOD R-19 0.062 0.058 0.055 .n R-19 interior wltb* 0.045 0.61 R-21 0.057 0.054 0.051 N R-10 exterior 0.070 0.60 R-22 0.059 0.055 0.052 R-12 exterior 0.061 0.60 (2)R-11 0.060 0.057 0.054 T uninsulated 0278 0.53 2 x 8 WOOD R-25 0.051 0.047 0.045 `v1 R-11 interior 0.062 0.63 FRAMING R-11 interior w/tb* 0.064 0.57 T1-11 Siding 1 Standard I Intermed.!Advanced R-19 interior 0.041 0.64 2x 4 WOOD R-11 0.094 0.09 d= R-19 interior w/tb* 0.042 0.57 R-13 0.088 0.083 R-10 exterior 0.064 0.57 R-15 0.081 0.075 R-12 exterior 0.057 0.57 2 x 6 WOOD R-19 0.065 0.061 0.058 . uninsulated 0.193 0.46 R-21 0.06 0.056 0.053 T. R-11 interior 0.054 0.56 R-22 0.062 0.058 0.054 3 R-11 interior with* 0.056 0.42 (2) R-11 0.063 0.059 0.056 -°° R-19 interior 0.037 0.57 2 x 8 WOOD R-25 0.053 0.049 0.046 -0 R-19 interior wltb* 0.038 0.43 t` R-10 exterior 0.056 0.42 R-12 exterior 0.050 0.42 ` with=with thermal break 'METAL STUDS t 16"OC 24"OC )LOG WALLS ' R-1.25/inch 4-inch R-11 0.132 0.116 (average 6" 0.148 4-inch R-13 0.124 0.108 log 8" 0.111 4-inch R-15 0.118 0.102 diameter) 10" 0.089 6-inch R-19 0.109 0.094 12" 0.074 6-inch R-21 0.106 0.090 14" 0.063 8-inch R-25 0.08 0.091 16" 0.056 Residential Construction Energy Compliance: AiR BARRIER AND INSULATION INSTALLATION TABLE R4O2.4.1.1 COMPONENT CRITERIA' Air barrier and A continuous air barrier shall be installed in the building envelope.Exterior thermal envelope contains a thermal barrier continuous air barrier. Breaks or joints in the air barrier shall be sealed.Air-permeable insulation shall not be used as a sealing material All cavities in the thermal envelope shall be filled with insulation.The density of the insulation shall be at the manufacturers'product recommendation and said density shall be maintained for all volume of each cavity.Batt type insulation will show no voids or gaps and maintain an even density for the entire cavity.Batt insulation shall be installed in the recommended cavity depth.Where an obstruction in the cavity due to services,blocking, Cavity insulation bracing or other obstruction exists,the bait product will be cut to fit the remaining depth of the cavity.Where the installation batt is cut around obstructions,loose fill insulation shall be placed to fill any surface or concealed voids,and at the manufacturers'specified density.Where faced batt is used,the installation tabs must be stapled to the face of the stud.There shall be no compression to the batt at the edges of the cavity due to inset stapling installation tabs,Insulation that upon installation readily conforms to available space shall be installed filling the entire cavity and iroithin the manufacturers'density recommendation. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the Ceiling/attic air barrier sealed.Access openings,drop down stair or knee wall doors to unconditioned attic spaces shall be sealed.Batt insulation installed in attic roof assemblies may be compressed at exterior wall lines to allow for required attic ventilation. Corners and headers shall be insulated and the junction of the foundation and sill plate shall be sealed.The Walls, Windows, junction of the top plate and top of exterior wails shall be sealed.Exterior thermal envelope insulation for framed skylights and doors walls shall be installed in substantial contact and continuous alignment with the air barrier.Knee walls shall be sealed.The space between windowldoor jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists shall be insulated and include the air barrier. Floors(including above- insulation shall be installed to maintain permanent contact with underside of subfioor decking.The air barrier garage and cantilevered) shall be installed at any exposed edge of insulation. Where provided in lieu of floor insulation,insulation shall be permanently attached to the craw$space walls. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit and installed to the correct density without any voids or gaps or Narrow cavities compression.Narrow cavities shall be filled by insulation that on installation readiy conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight,IC rated,and sealed to the drywall. Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior wails.There shall be no voids or Plumbing and wiring gaps or compression where cut to fit.Insulation that readily conforms to available space shall extend behind piping and wiring. Shower and/or tub Exterior walls adjacent to showers or tubs shall be insulated and air barrier installed separating showers and tubs from wall. Electrical/phone box Air barrier shall be installed behind electrical or communication boxes on exterior wall or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have gasketed doors. footnote a In addition,inspection of log walls shalt be in accordance with the provisions of ICC-400. t a JEFFERSON COUNTY ,` DEPARTMENT OF COMMUNITY DEVELOPMENT .�s,,11< Date: 10.13 Time Received: 93/ am/pm Mon. 4 Wed. Thur. Fri. Date: t(9_ BLD: ?j' iu"4 Contact Name: Owner: Contact Number: 360 Address: I 5 q 7 , 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal--bt — 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 f''''`SO\ co JEFFERSON JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Fo Date: l�`�/1�► Time Received: �. r�.3 VJq amep Mon. Tue. Wed. Thur. .Fr' 'elf Date: BLD: 13 o z ? i Contact Name: Owner: r1rrE- Contact Number: 360 3g6 4724 Address: 151'7 &Grp-I v re:40 EJP 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In 4A Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 4��SON COG ? JEFFERSON COUNTY 9sIi DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 9/il Time Received: 0: 5 L` Opm Mon. Tue. Wed. Thur. 0 Date: Vi t. BLD: t 3 ,00o6+ Contact Name: Owner: Contact Number: 360 3,95-4./-7z,I Address: ( 5'x'4 ,E./F6rru "fir o 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 `�50\ C-. o{ JEFFERSON COUNTY ssHlNC.Cc DEPARTMENT OF COMMUNITY DEVELOPMENT Date: Time Received: F31 am/pm Mon. Tue. Wed. Thur. CD Date: 8-W BLD: i3— g''-f Contact Name: Owner: Contact Number: 360 3 "L/ 72 Address: k 5-9 1 —i c PT 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 , Co°., JEFFERSON COUNTY { `4 DEPARTMENT OF COMMUNITY DEVELOPMENT m .1`'ilr NG.CG L �' 61 Date: `7/2'? Time Received: ( L. am( Mon. ue Wed. Thur. Fri. !!! Date: BLD: / 3 ? ii Contact Name: Owner: Contact Number: 360 30/-2:n7 Address: /6/i( (y-cr, *(,k. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas-X- 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 .,,,-. `'bG JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT yR Z -7SHt\0-C° Date: g -IS Time Received: L— amp Mon. u� Wed. Thur. Fri. Date: ,-19' BLD: /3--.28'-f Contact Name: Owner: Contact Number: 360 ' $J j?2 Y Address: 1 `c7 Cvi-,¢‘f d7J 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under g 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 Bloc & i e 44,45°N oo&� JEFFERSON COUNTY 41,v\ .,, DEPARTMENT OF COMMUNITY DEVELOPMENT )ate: 8Time Received: 1.66 a!m/pm Mon Tue. Wed. Thur. Fri. Date: 3LD: 12jr. 'Z.qj \ Contact Name: Jwner: ai Contact Number: 360 r ddress: MAW 14 , 206 Notes: Foundation n Plumbing Framing Propane Tank Mechanical Setbacks Under-ground !f Framing Under ground Furance Footin g 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 2uwa0 al!!'8 Po18 palsod ssaappy IIeM uol.epunoj aool j memas uo!Padsul leu!j uo!;elnsul sauaoH-uevy anols poo/vVseD aoojJaapuf aaue!lddy uOfenuaA aloH lsod spna sauil ao!aalui nails JOUalul a1H aaleM]oH sdeals I!O sau!l ao!aalx3 mails aoualx3 D!uoapAH X/ IIennwals ses punoa3 anogy is a!V ul g3nod Su!loo3 aDuean j punoA aapun Su!uaea j punoA-aapun s>peq.as leD!ueqpaw duel auedoad 8u!uae.ij 2u!quanld uogepunoj --Z g"V19 :saloN 90Z crj Lc1' h.1.ia►�1/j 1451 :ssaapp`d +1,L'7 5 0 09E :aagwnN PeluOO :JauMJ :aweN peluo0 4707 E! :a18 74(4 :area .!a3 •angl �.� 'an1 ••uolN 11�. we go :pan!aDaa aua!l 61 :area :,.-,2,,,,,,N1A,,, iN3WdO13A30 AIINf WINOS 3O 1N2W121Vd3a AINn03 NOS21D±JJC o.) ,,osa"'a Jefferson County Building wision Permit Nuir: BLD13-00284 Applicant: COTE TRUSTEE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Erosion Control Foundation Footing lb C- E! Jj Z --c. 7 1I' I ". • t ; Footing Drains 5-46\, Foundation Stem Wall oak to PNASZ. I B�C 7�L4�ji`/ Underground Plumbing Under Floor Framing Straps(hold downs) i `iv f 14 Ext. Shear Wall Nailing Z 1,1 Rough in Plumbing i p 1 ! 11/ Framing }�,'-' �� 17� 1� �f7 crng Airseal f- /y Insulation:Walls 16)—/6 iy- Insulation: Floors Insulation: Ceiling 4"-t0 FR Int.Shear Wall Nailing oSs O /0//6/l'4 Wallboard Nailing !0 r!1' Gas Line: Interior � Gas Line: Exterior Propane Tank Heat/Chimney Clearance Mechanical Systems Duct Test Cert Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage jej/p/i ; Address Posted tt 41t • • FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00284 1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan, as submitted with the building and shoreline exemption application on September 26, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, a pp roved site plan dated October 15, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This project was reviewed and approved as a shoreline exemption under JCC 18.25.090(5). 4.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 5.) Potable water for this site is served by the Quimper Public Water supply WS#05783. The well on site is not intended for potable water for this structure. 6.) dlf \\tirtamark\data\forms\F RI I-) Permit RIr1n rot 1(1/94/9n13 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00284 Received Date: 9/13/2013 SITE ADDRESS: 1597 GRIFFITH POINT RD Issue Date 10/24/2013 NORDLAND, 98358 Expiration Date 10/24/2014 OWNER: DONALD J COTE TRUSTEE PHONE: GRACE B COTE TRUSTEE 1611 GRIFFITH POINT RD NORDLAND WA 983589632 SUBDIVISION: Block: Lot: TX76-i PARCEL NUMBER: 021321053 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: BUILDING AND SHORELINE EXEMPTION PERMIT FOR NSF, NO GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,140 VALUATION 151,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: UNHEATED: 1,140 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 56 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,377.00 MEB 09/11/13 142484 Exist: Exist: Plan Check $895.00 MEB 09/11/13 142484 Prop: 2 Prop: 2 State Building Code $4.50 MEB 09/11/13 142484 Total: 2 Total: 2 Potable Water Application $66.00 MEB 09/11/13 142484 Total: $2,342.50 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED ii METAL FENCE POSTS FILTER FABRIC MATERIAL 60' WIDE IMRE RINGS TO BOLS. USE i ATTACH F BRICATO LES WIRE MIRAFI 70OX OR I PRE- APPROVED EQUAL q II I 2' % 2' X 149° N1RE FABRIC OR EQUIV. (OPTIONAL -PER SITE CONDITION) _ TL _ _ _ _ — _ .J L %U 12 TRENCH TRENCH OF FILTER MATERIAL IN 8' II II I I - °`0. 11 li U MAXIMUM d FILTER FABRIC MATERIAL o NOTE: ANGLE SIT FENCE BAGK UP THE SLOPE AT THE END OF RUN. a b BACKFlLL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFlLL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE REASON: DISTURBfDEAREAS DURING GCON$TRULIION TO DECIRESEUNDER]SHEET FLOW CRONSONS FROM ISYMBOL: !PLASTIC COVERING STOCKPILES TRAIN WATTLE ANCHOR HEIGHTS WITH STAKES 10' MAX. OIL BERM \� TRAW BALES CONVEY RUNOFF TO APPROVED LOCADON. CUT SLOPES BURY SHEETING IN 4 IN. X 6 IN. TRENCH A ANCHOR WEIGHTS WITH STAKES i MINIMUM OF B FT. SETBACK FROM TOP aF SLOPE. BACKFlLL WITH WASHED ROCK. 10' MAX. CONVEY RUNOFF TO APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. \ �. \ 10' MAX. TOE IN SHEETING IN 4 IN. % 6 IN. TRENCH A \ 3' MIN MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFlLL WITH WASHED ROCK. 'a CONVEY RUNOFF TO APPROVED LOCATION. L- REASCIV. PROVIDE SD COTRECO�IMTO DISTURBED AREA THAT CANNOT BE Y MULCHING k MATnNC SYMBOL: +-- PG- -I� STRAY/ BALE BARRIER 2. PUCE AND STAKE STRAW BALES 1. EXCAVATE THE TRENCH 3. WEDGE LOOSE STRAW BETWEEN BALES 4. BACKFlLL AND COMPACT THE EXCAVATED SOIL STAKED B ENTRENCHED STRAW BALE BINDING WIRE OR TWINE FILTERED RUN F III II ll 1 11111 SEDIMENT LADEN RUNOFF OF ll�ll, VIII - ll1 I il',III COMPACTED SOIL TO PREVENT PIPING ' `EASON: Z'N.TT7y CO',P SHEET ROWSAND IOWO M AND UL E E YMROI RATE LEVEL CHANNEL �I t R 100- -� 1 1 tex. dri e & potential , t parking arE�_ primary area 5 ?v> w G) -2 a Z .13 _ 3 <} 'D W o. w potential o ' primary area y o 5�- C:i Proposed potential 1 el: ±53' reserve area- � 4,-t �j 1 \ Hatched area: �� - development of J `Feplacement home to be \i1 �- '"3 _ FypFit his area. 6�•l l -Os I �L� �l�`� � V' � el: R50 1 _ � 1 J68` ex well N76 363 Nb`i01. 4o1X4o( - A-d 1 pP�n(� = Il�� x hot?l'e ' 1 x IS o be 40sf plac d r y 3 , �stery Bad „. // � 5 14 sf .t1 r m Y.J --•-' � _ ,�_ lal� � It _ X40 � r� Ik'���j �p�0� r�lq ` s SF !f8"�rf ' 17- �kJ}Kr2vaJ� at e$ yell �c'o- -A; LNs .,''T Y (m fRUIaUS. .'' _ _50- = 2659 sr, she 4 - ° d parking _ ✓ 41' "" w1 12l1ir f 51JLSver -' ,1 '771t Oon s�, 128 - - 50 _ el: tT G y1\ � t �, 5 -�, " - R 100 fi �GlIEKIt� �u. ex. shop/ t25 � - Potential septic tank location �Q36Cr '1 &595�. (a�shed- ±1400sf -ex. carport roof�4 tached siitd.r of _ ±320' water lines in -ex. pump tank- sf- !:1090sf) _ - —= ` , r the vicinity of 53- N76°3630 E �2 the ex. pump / to be decommissioned = -- 5'C tank must be ' and replaced by permitted - removed. system i ex. porch roof R fM6v6J Water lines and /i - Potential pump tank location '\ components must be / - transport lines within 50' of existing located and possibly well must be double sleeved. Test pits it the potential / r drainfield areas (primary & relocated upon de ig6- , approval and.jrrstallation reserve) revealed shallow soils „-- -.-- ,,,,_0J..& P@rrnitted Sewage A portion of Section 32, Township 30 North, 12ange 1 East, W.M., Jefferson likely requiring an above ground County , Washington and being more particularly described as follows: type of system. Soils in area of disposal system. Be at Dint on the SouWhue o f said Section 32,1944 feet West ofthe tPnninB P Soil log 1 do not appear Southeast corn' of said Section 32, and running thence North 21° West 1300 y� feet; adequate iJf sewage dISpOSaI� I C� ��� F I Thence North 13° West 436.0 feet; System. II,^, x'11 //�1 t� 1 ,�y�n� y� ' p The:;ce North 5° West 1000 feet; 1 cf I " l ff I pf5 \ kr "b I 0 Z D t Thence North 9° East 1225 feet to a curve to the right whose radius is 1200 feet (� ,t,, 1 and whose tangent bears North 36° 10' East ( oRb CRtw WA_ Thence along said curve 1360 feet to a curve to the right whose radius is 390 feet; Thence along said curve 445.9 feet Thence South 13° 23' 30" East 861.5 feet to the true point of beginning; Thence South 13° 23' 30" East 100 feet; - Thence North 76° 36' 30" East to the meander line; Thence Northwesterly along the meander line to a point that bears North 76° 36' V Q T 30" East from the true point of beginning; TD T� -" (��J' \j\ ��7�'�1 Thence South 76° 36'30" West to the true point of beginning; 1t 1 `LJ � 'y j�� 11 �J Tog:ther with tidelands of the second class, as conveyed by the State of Washington, situate in front of, adjacent to and abutting thereon and lying _. between the Northerly and Southerly boundaries of said tract when extended; All situate in the County of Jefferson, State of Washington SEP 2 6 2013 "PROVED SITE PLAN OCT 15 2013 JEFFERSON COUNTY D>'PT. OF C MMU T T - ' OPM c. ,;;• ,T[1kE: W LU ,W^ V J Z 0 N O Q � °z z ( `O (.A ) n z ' O) 3 OUJ� t►-t o Q=zn U�� QCLIQO Q m N z� O� I� uor�a