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HomeMy WebLinkAboutBLD2011-00008 SUILDING PERMIT APPLIC 'ON MReevview0001O A� Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00008 Received Date: 1/12/2011 SITE ADDRESS: 31 E MAUDE ST PORT HADLOCK, 98339 OWNER: DARLENE DURFEE PHONE: 360-643-3002 31 E MAUDE ST PORT HADLOCK WA 98339-9600 IRONDALE SUBDIVISION: Block: 9 Lot: 18+ PARCEL NUMBER: 961800921 Section: 34 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION CONVERT EXISTING GARAGE TO ADU TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADU MAIN: 320 VALUATION 23,267.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 1 Total: 1 Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $377.25 LYK 01/12/11 58414 APPROVED Plan Check $245.21 LYK 01/12/11 58414 State Building Code $4.50 LYK 01/12/11 58414 APIA 2(]11 Total: $626.96 Jefferson County Planning &Building Department • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD11-00008 SITE ADDRESS: 31A E MAUDE ST Issue Date: 04/26/2011 PORT HADLOCK, 98339 Final Date: 1/13/2012 APPLICANT: DARLENE DURFEE PHONE: 360-643-3002 31 E MAUDE ST PORT HADLOCK WA 98339-9600 SUBDIVISION: IRONDALE Block: 9 Lot: 18+ PARCEL NUMBER: 961800921 Section: 34 Township: 30 N Range: 01 W PROJECT DESCRIPTION: CONVERT EXISTING GARAGE TO ADU THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON1/13/2012 1:1F_BLD_Occupancy.rpt 10/29/19 N Cod JEFFERSON C•OUNTY • � +, DEPARTMENT OF COMMUNITY DEVELOPMENT . 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax 4r www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: I - I 0 Projec Description(in/dyde separate sheets a necessary): Tax Parcel Number. q[p /8C ) �;,l / Property Size: (ley ,t...9 ...S S (acres/square feet) Site Address and/or Directions to Property: 3/ g . Yf/l i-1t' t- Povt" // 4 rcie Q'332 Property Owner(s)of Record: f)a.4-i r ht. f2 U.h e4 ,P, Telephone: 3 co O (-' ,1 3 - 3 00 Z-Fax: email: ""the d Fe e,c' Mailing Address: cSF4,-i''►� eL,C 4 b fir-' c fe `t°c. Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies >38uilding ❑Critical Areas Stewaf �(�f,�Pl h'''Fq` �( ❑ Demolition Permit ❑Variance(Minor,Ma rjrnatfld`E ) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(d);6(d).or CI** ❑ Manufactured Home ❑ Modular ❑Discretionary"D*or Unnamed Use Classifica' ❑ Commercial' ❑Special Use(Essential Publip ie�'1(111 hange of Use ❑Boundary Line Adjustment s.Ji - ❑ Address ❑ Road Approach ❑Short Plat" ❑ Home Business ❑ Cottage Industry ❑Binding Site Plan" _. p, L iIll„'j (�c0 ❑ Propane ❑Long Plat** j ,ii {fit UIrJ ❑Sign ❑Planned Rural Residential bevelopment(PRRD)/Amendments" ❑Allowed"Yes'Use Consistency Analysis Cl Plat Vacation/Alteration** ❑Stomiwater 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: s'e(tic- , v' r ,t •- rcL/evrI - S' P/v -Ojcar4,s' / 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 beget 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 motet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,'eoun costs,reasonable asoire ddfees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of -perintr I further agree to provide ••:ss and right of en. to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req er inspections. St,' s -• -., a • right of entry will be assumed unless the applicant informs the County in writing at the time of the appr /.. 4.he l she wants prio no •-. q Signature: -1 it. . /l. Date: /�/ZY/2U/ O The action or actions Applicant will undertake as a , It of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential'take'of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or'ESA"Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if yo ,in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or k holds indivktual and non-transfe ,• : -•• sibility ing and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: /., - '/ i '�-- Date: L7/Zy�2 c / e) G:\PennitCenter\###FORMS###\DRD FORMS\Mesta Permit Application 5-29-08.doc • • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assumin•.die soon ibility of the, pe .1 Cont •or for the proposed project. Signature: ! .4.:..dir. Vii.' Date: f2 /2 5/2-016 /6 GENERAL CONTRACTOR OR MANUFACTURED H• 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: ❑ New Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: c Bank ❑ Community System p Atteration/Remodel ❑ Concrete Total: f Height: Individual System ❑ .Repair ❑ Masonry SEP Permit# ;Sep io t of y$' ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: 0 Setback: ❑ Private well 17 Two Party Type of Heat: Proposed: W Public Pct. D p�-1 Total: Name of Systejn: 'C I ds J c WitSerr. Laurltk 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? Yea i No If this is a Propane Tank andlor Appliance Installation permit.mark all items below tha�t appu�plyv I Underground Tank I Above ground Tank Size of Propane Tank: 1, I4 I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stov4) 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. fir ' ' a.- k 's%:C' � ^t t" . t r a- �k•�g.s S•uare Footase Current P • .• ed T re P- t �",�,.�.._��r�.:ns� ��.a, ,� ,ter. •Imo-, _,. r": Main Floor Heated EH Bid App Review: q 2"3 Floor Heated —` 0 1-t` Consistency Review: ? Et-0E! `t t Other Heated j r ; Base fee: 71 Mezzanine 1 Additional Section: `"' 1 2 Heated Basement ,t,'? - Plan Check fee: Unheated Basement <� ,trk A.--* State Surcharge fee: Other Unheated .- s" "1= ,` Pot Water Review fee: _ Garage/Carport r :. k A, • i SUBTOTAL sr Decks g, 911/Rd Approach fee: , ea a �' /�r�p �Q Other sreg L;, ,``, TOTAL: s` a2 '�t'P. Receipt Number. Cash/Check Number: 0 17 r ESTIMATED COST(REQUIRED) Date: -1 •Fair market value of all labor end materials foundation to finish f_- Initials: 'tom`61i PG)6 G:\PertttitCenter\###FORMS###\DIU)FORMS\Master Permit Application 5-29-08.doc \ ® - : , # < . \ « + « ? . . \ ^ . . . \ / f 2T \( - / , , } » . __ » ? - \. . » « ^ t K\ \ « , \ my* `N : 1 \ / i � I. ■ :' r . y xp y \ w. I . ` / 1 , awp . » | /y0 � \ . P- .. \/�, '\^�43 < 2 © i '1"'k d . 7 COP WATER HEATERS: UPC Chaptel7&608, IRC WATER CLOSET:'Section R307, UPC Section Section M1307.2,M2005. When water heaters or hot 408,402. Water closet shall be located in a clear space water storage tanks are installed in locations where not less than 30" in width. The clear space in front shall leakage of the tanks or connections will cause damage,the not be less than 21-inches. Water closet seats shall be of tank or water heater shall be installed in a watertight pan smooth,non-absorbent material. The maximum water use of corrosion resistant material. The pan shall be at least allowed in gallons per flush (gpf)shall not exceed 1.6. 1.5"deep and with a'/,"diameter drain to the exterior of the building not less than 6"and not more than 24"above SHOWER and BATHTUB AREAS: 1RC Section R307, the adjacent ground surface.Temperature and pressure and UPC Sections 411,414,415,and 418. Bathtub and relief valves shall be drained to the outside of the shower floors and walls above bathtubs with installed building. Drain may not be trapped and must terminate - showerheads and in shower compartments shall be not more than 2' nor less than 6"above the ground or the finished with non-absorbent surfaces that extend to a flood level of the area receiving the discharge and height of not less than 6-feet above the floor. The clear pointing downward. Water heaters shall be anchored or space in front of the shower opening shall not be less than strapped to resist horizontal displacement due to 24-inches. All showers shall have a minimum finished earthquake motion. Twenty-two(22)gage x 3/4" interior floor area of 1024 square inches and shall be strapping shall be used and be placed at points within the capable of encompassing a 30 inch circle. The minimum upper one-third(1/3)and lower one-third(1/3 )of it's area and dimensions shall be maintained to a point 70" vertical dimensions. At the lower point,a minimum above the shower drain outlet. Shower receptors shall distance of 4"shall be maintained above the controls. have curbs not less than 2-inches and not more than 9- Lag screws not less than 1/4"in diameter must be used to inches deep. The finished floor shall slope uniformly i 1/4 -inch anchor the restraints to the wall and each lag screw must toward the drain not less than -inch vertical per foot have at least 1-'/2"thread penetration into a stud wall. A horizontal(2%slope)nor more than ''/z"per foot,and flat washer must be installed between each lag screw and floor drains shall be flanged to provide watertight joint in the strap for reinforcement. When the water supply the floor. On-site built-up shower receptors shall be lined system is provided with a pressure regulating device or in accordance to UPC Section 411.8. Shower receptors check valve a properly sized expansion tank shall be shall be tested for water tightness by filling with water to installed per manufacturer specifications. Check with the level of the rough threshold. A removable panel shall your water purveyor. Water heaters used to supply both be provided to access and remove whirlpool pumps. potable hot water and hot water for space heating shall be Whirlpool pump access located in the crawl space shall be installed in accordance with manufacturer's installation located no more than 20-feet from an access door, instructions. In addition combination space and service Showers and tub-shower combinations shall be provided water heaters shall have an Energy Factor(EF)or with individual control valves that provide scald and Combined Annual Efficiency(CAE)not less than that thermal shock protection and shall conform to ASSE specified in WSEC Section 504.2.1. Service water 1016. Hot water supplied to bathtubs,whirlpool bathtubs heating systems shall be equipped with automatic and showers shall be limited to a maximum temperature of temperature controls and shall be set to 120°F. WSEC 120°F. The water heater thermostat shall not be Section 504.2.1 requires that all electric water heaters considered a suitable control for meeting this provision. shall be placed on an R-l0 pad when located in an unheated space or on a concrete floor. RANGE HOOD: IRC Section M1501, M 1 503, M 1504, EXHAUST FANS: 1RC R303.4, Section M1501, M1507, M1505, M1901& M1306. Overhead exhaust hoods, capable of exhausting 100 cfin at.25 inches water gauge, IMC Section 501.2. Exhaust fans are required in each kitchen,bathroom,water closet room, laundry facility, shall discharge to the outdoors through a single wall metal indoor swimming pool,spa and other rooms where excess exhaust hood(galvanized steel, stainless steel, or copper). water vapor or cooking odor is produced.The air removed Such ducts shall have a smooth inner wall and be air tight by every mechanical exhaust system shall be discharged and equipped with a backdraft damper. Exhaust systems outdoors at a point where it will not cause a nuisance and capable of exhausting in excess of 400 cfm shall be not less than the distances specified in IMC Section provided with make-up air at a rate approximately equal 501.2.1. The air shall be discharged to a location from to the exhaust air rate. Such makeup air system shall be which it cannot again be readily drawn in by a ventilating maeu p y system. Dryer exhaust ducts shall not be exhausted into equipped with a means of closure and be automatically controlled to start and operate with the exhaust system. an attic or crawl space. The termination point shall be Clearance of at least 30-inches shall be maintained located at least 3-feet from property lines, 3-feet in any between the cooking surface and the combustible material direction from openings into the buildings and 10 feet or cabinet. Reduced clearances are permitted in from mechanical air intakes. ; accordance with the listing and labeling of the range hoods or appliances. Clearances to combustibles shall include such considerations as door swing, drawer pull, Contact 1,Y p0i, %,•To i), -�at'lt[1' t�t n� overhead projections or shelving and window swing, ,:� Zb coverings and drapes. �j�htll - . 4.7)'.1'',<,:; t Section R806, Roof Ventilation. (Rafters) Provide cross ventilation fr ich separate space.A minimum of one air space required between the insulation and the roof sheathing. Provide gutters, downspouts,and method of diverting drainage away from footing prior to final inspection crf Existing 2x8 ceiling rafters 0 fia4 1\Existing insulation added to make at least Fa K w'T (,( � t�ar< � G4 • 30 or /ed1 o a b U O r., a) The items in yellow are what will be added (changed) cp 3 b4 rn 3/4" plywood 2" rigid foam between 2x2s X grade Existing garage slab Darlene Durfee R319.3 31 E Maude St Fasteners for pressure treated wood shall Port Hadlock, WA 98339 be of hot dipped galvanized steel, stainless steel, silicone bronze or copper. 360-643-3002 Exception• One-half inch diameter or greater steel bolts. 1 • • Current Garage floor plan °Q CD ,u CD 0 0 eo Cr) R311.4.3.1 Landings at doors. Section R303.6 - 2003 IRC Where a stairway of two or fewer risers All interior and exterior stairways shall be is located on the exterior side of a door, provided with a means to illuminate the other then the required exit door, a stairs, including the landing and stairs. landing is not required for the exterior side of the door. 1/2 inch = approx 1 foot All exterior have existing sheetrock & insulation - R311.5.3 -Stair treads and risers. R311.5, Handrails. 3,. ; The maximum riser height shall be Handrails shall be provided on at least 7-314 inches. The minimum tread one side of each continuous run of depth shall be 10". Including, step treads or flight with four or more risers. down to landings, grade, deck, patio, Handrails shall not be less than 34"and not more than 38"measured up from the etc. toe of step returnina to wall or post. 1312.1 Guards Required. Section R31 LWood members that >ecks located more than 30"above grade form the structural supports of hall have guards not less than 36" in balconies, porches or similar 36 x 80 door eight. Provide intermediate rails which building appurtenances shall be o not allow passage of a 4"sphere. (4 a existing /8" permitted only ono en side of stair approved natural resistance to decay y p ) or pressure treated wood. • 16 feet t 2 feet Existing garage door opening I -4 — 92 inches ' N 6 feet • 28 inches a,tehe Oak- e 31 E. 4zA4de " ovri /0,4 . -1/44\---4:-. , 1 _ , F. ,SID a . Nu r . o -1a, an -{o x m a ° � m C < . ,• o . , H > r r. . �, m in m m • .-« �� O � o CO m -' 5.-- • C• c CI) a)I+ •>ce , C y N. x •0 co i � . m °a. � , -v' a m m 5 a o m o ` ° m o� n CFI. m - 5 (f)ii.)i c • _ c O MIL, N b CJ 'O\. Q� q NaO Cl .,,U PI • • \O0, ---- .. (/J C C N y N K `J w o N N a m m N ,„0 "T1 co m x0 /^� 5 dpJL1F m 9 0 8 'S a � ; a age m N 00 �' m FT p m ° R m m'NL 3 cl o - m 7 3 T e a shI 'mow_ 3 m � � �Imt!i, 8 m ?S. N N N y as N g gi � CV-1 w1 H g E. q lr ir _.-7 a o2 9 4 i G :� � � c u / a ► . �o M�-I v "wN7.a �: �., /" -m OV a ► po suN„ 1.g '7- • -t-g” 5.o' °'*' U srl-"1 _,._--,-.; E 1 og 43 e,,,,,,.PI- Ili d`. a! g a n C� i� ° a-� a Q;- F 8 RI�C/7 t S g'Wa' ,m ?, cb k s d a cc) 3 3- s. 0 g.a= * t=7 Qt y ` p co 5 < gcn° Al ga aRE� N .. n 1:3 **0 B. 8 6 $ $, N OIL m m' {q AIL' �Ju ag m a) C'O tD ti i $ ( (0 §j' S'8r H N 9-O N 3 go v g < < g. ga n wo rcn . :4. a8-N9.51 3 • S .g g 9,n 8 o '' =3 g CDC 3 9 ip �1.,::,::A::•`. IA R' H art.c�'S�• Ys T 1 �T N S O �I r m N ai —a r-: W C O w _m j ' : =;, ;i;;:R NO Z- ,d s ;:: :: Q � 6 E a» o � 'k! i 0 a d pq Cr sE2142a --1 i-" FLa2N9, co z w o 'n,.^_ 13 6 9 1 N • • BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial,highway, and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them w needed. 900111 If 5 Design and • See Figure 4.2 for details. Note:the 100' minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the fottiedirou( y Do • A separation geotextile shall be placed under the spa s to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30%max. Mullen Burst Strength(ASTM D3786-80a) 400 psi min. AOS(ASTM D4751) 20-45(U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. • Hog fuel(wood-based mulch)may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing(see BMPs C103 and C104)shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume 11— Construction Stonnwater Pollution Prevention February 2005 i • • Whenever possible, the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. • Quarry spalls(or hog fuel)shall be added if the pad is no longer in accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement,then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping,an increase in the dimensions of the entrance, or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street,except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets,the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C103 and C104) shall be installed to control traffic. • Upon project completion and site stabilization,all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Urrvewey shall meet the requirements of the permitting agency It Is recommended that the be crowned so that runoff __.d draMS off the pad FX ° Install driveway culvert ;If there�■'bedside :I'.-! ditch present 4•-•"quarry stalls •,�� Geotesble 1r tnxn.thickness,T- °■ Provide hi width m Inpns/eprsss area Figure 4.2—Stabilized Construction Entrance February 2005 Volume Il—Construction Stonnwater Pollution Prevention 4-9 a -I -b a CO -I fi x -I -I CD a -. -- a v cn 0) X Q CO •+ X a 0 -5 -o a o — -3 -s C) a < co_ CD 0) C) CD s 0 CC -- CD C CD CD C CD r+ O CD - 0 7C 73 -3 E -- O T O 7 it (C R7 - N CD C7 0 0 = = 0 CD - C rn 70 - m CO O R7 O 01 CD 0 N C Cl) O O r-1- - 0) O -0 C) O C7 '-. r+ C r 07 -I O O -, D O -0 C 73 O r— :0 CD 73 70 3 a CA T -I 7C O 0 -I m I- v CO m u) z m r co —I rn CO 0 C7 = = 3 Z m x — a 0_ m C) n D m - co r D 3 o C m 0 - m CO r- p C— O O —I 3! — O O m C D D 73 CD 0 -0 rn CD 70 0 x r - - 70 .. 7C Cl) T O 3! m N CO O -I m 7) 0 z 0 - -o m m m r m -II, m =, CI) m a 0 z Q X 07 z 41, -I D O N -< H RD 3 7 O Z ci, D 0_ CO O CO I- CO 0 Cl) O CD —I —1 E O x C 7 = m co o_ 73 73 I C7 = CD 0 C 0) 0. CD CO 0 CD CD 0 0 C7 -I -I v 0 I 1=1 o z m n n- -0 v CO 7" 3 3 C ° I CO CO I-I 0- r+ _- O O 0 rn 1 I-1 C o C7 0 .� z Cn r+ Q XI 3 Q O 0 f o 0 I- 0 0 m (0 CD -b D ` Cl) .. .. N CI RD O H 0 ` m z a R7 T D p C O I-I 7) • 0 -< • 5' • 3o x 6o slider- window-egress 410 4-- ► 4',. .7t;A closet 0 0 0 IN 0 dded 2x4 walls w/sheetrock b 10' 0 N i (61- 18"pantry cab Proposed floor plan • n m 18"Wall cab 18"pantry Refer cab 36"corner .- . cab 1/2 inch = approx 1 foot 3 Kitchen 0 *3 All exterior walls are existing and with existing sheetrock & insulation en o ,-- HS Windows will be added, insulation added to floor and the door will x n be raised to accommodate raised floor. 0 rn 42" sink cab 36 x 80 door—existing a� Reset higher to accommodat o new insulated floor tA o ' Room heater 3o x 6o window 4 7--_ 16 feet .. pa-deee_ (Pal-lee-- p6y1 thI/e,cil.4T i I • Current Garage floor plan �Q ao CD CD CD N O A ' Oi W O 1/2 inch = approx 1 foot All exterior have existing sheetrock & insulation 36 x 80 door existing • — 16 feet 2 feet Existing garage door opening --' - 92 inches . 14 6 feet 1. 28 inches Ouk-ke 3/ E. 4'2ade Povi -7/irtrnd< Jefferson County Building Divisio• n Permit Number: BLD11-00008 Applicant: DURFEE BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that 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 wetbacks Minimum setbacks from East Maude Street, Seventh Avenue&East Swaney Street rights of ways shall be 5 feot. Minimum side yard setback shall be 5 feet. Erosion Loatrol SEE CONDITION 2 Underground Plumbing Under Floor Framing 0 1Dp Rough-in Plumbing -6 -0( / Framing /K Ore Insulation: Floors Insulation:Ceiling 4_ V;z,1 /?7.3 Gas Line: Interior C]-'3_ U( Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage EXISITNG DRYWELL Address Posted j— (3_ (b( 7 q/p� 61z1/ 1 It13 'Aa, 1- FINAL INSPECTION / - (3 1 L 1 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD11-00008 Received Date: 1/12/2011 SITE ADDRESS: 31 E MAUDE ST Issue Date 4/26/2011 PORT HADLOCK, 98339 Expiration Date 4/26/2012 OWNER: DARLENE DURFEE PHONE: 360-643-3002 31 E MAUDE ST PORT HADLOCK WA 98339-9600 IRONDALE SUBDIVISION: Block: 9 Lot: 18+ PARCEL NUMBER: 961800921 Section: 34 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: CONVERT EXISTING GARAGE TO ADU TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADU MAIN: 320 VALUATION 23,267.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $377.25 LYK 01/12/11 58414 Exist: 0 Exist: 0 Plan Check $245.21 LYK 01/12/11 58414 Prop: 1 Prop: 1 State Building Code $4.50 LYK 01/12/11 58414 Total: 1 Total: 1 Total: $626.96 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 7 am the day 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 I • • CONDITIONS for Building Permit# :BLD11-00008 1.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 2.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 3.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 4.) 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. 5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 6.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 7.) This parcel is within the Chimacum Creek no shooting area per JCC 8.50. 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 9.) Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setbacks from East Maude Street, Seventh Avenue & East Swaney Street rights-of-ways shall be 5 feet. Minimum side yard setback shall be 5 feet. 12.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet(30') in height from the finished grade. 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. 13.) 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.