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HomeMy WebLinkAboutBLD10-096City of Port Townsend Development Services Department Correction Notice PERMIT ae ray OWNER JOB LOCATION 22. G0 <—— Inspection of this structure has found the tte violations: 2 a7 ex-\I WM ek t y 2\ Sr Te oes Ot yous t Waray _ 4, [> E ‘e l Db a - (apes A ne Ok ~~ Plurlelne CA You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. l, Date 4aZ2(—\ \ Inspector \ Hw DSD Main Office (360) 379-5095 INSPECTION ao US 385-2294 [THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ONSITE | lS CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 984905601. _—S— PERMIT NO. BLD10-096 ISSUED DATE __07/20/2010 ~~ EXPIRATION DATE __ 01/16/2011 ADDRESS 2009 FIR STREET CONSTRUCTION TYPE _V-B OCCUPANT LOAD OWNER MC DOWELL MARY B PROJECT DESCRIPTION New SFR Above Garage CONTRACTOR COXEN DESIGN AND CONSTRUCTION LENDER INSPECTION INSP ATE COMMENT INSPECTION INSP_ DATE COMMENT EROSION CONTROL INSULATION anak] AS; SETBACKS SURVEY PINGEK [246 jh GWB iM | B94 FOOTING iS cf Mono FINAL PUBLIC WORK — |i, asia Yer Mex. UFER EA |ar | 4 FINALBLDG.COFO | Wik | Y34/ |, PLUMBING HYDR. holid| 120 psi SLAB SLAB INSULATION A Molo | 2-0 Rigi FOUNDATION WALL Kale Mono Foatiny /rsoull Fey | anchors fo, Yul 5 (Als FOUNDATION DRAIN [Ne [Yis/alIniltetian tude plusbry only Ysa WH /oy FS MISCELLANEOUS Pi lt 22 /}1 | Exterior Sheathing Tafiltetion ditch SS Visfo FLOOR FRAMING Mas Vot/ \ Prtpane Buk. Lines Wk Yay ( FRAMING Wat Yox/ ( AIR SEAL Fk Bhe/, PLUMBING Wak [221 Unlarilnh slim 425. U iyo MWA! 5d ' MECHANICAL NAA] 36/2 TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. NNEC EIVE 24 2010 City of Port Townsend Ny ; Development Services Department CITY OF PORT TOWNSEND DSD ILDING ADDRESS APPLICATION Name of Property Owner: (aARy + MARY MeDow al Mailing Address: OS T St PORT TOWNSEND WA 936K Telephone: SFY 1244 Property is located in: Addition: Krry @Qove's IST Block(s): SG Lot(s):_( #& 3 Eaces/Access is from: FIQ ST Parcel Number UT S4 HOS Gol Directions to the Property (draw vicinity map on back) \} N of FiR ST To “4 ST (NTERSECTION If this is a new ADU, has a building permit been applied for? _ _Yes __No Date: Notes:, KESIdENCE om TOP of cacnge ADDRESS NUMBER ASSIGNED: 2°09 _“/“E" s7Zge7 Date of Approval: Lp Z0/0 Lhe LSE EK SF _G-28-lo For Department Use Only: Application Fee Received ($3.00): Date: | Copy to: 0 Finance 0 Fire Dept ‘O Post Office 0 Sheriff 0 Police OGIS 0 Public Works (JDSD database 0 Assessor’s Office PADS D\Forms\Building Forms\Application-Address Number.doc ; 2/5/09 CITY OF PORT TOWNSEND rN WS ch PERMIT ACTIVITY LOG PERMIT #__ BUD 1-04 DATE RECEIVED“ 30: LO SCOPE OF WORK: DATE ACTION INITIALS U- 30 ENTERED INTO CHET MU) UY. 20 CHECKED FOR COMPLETENESS Mo U-’q Gone Gtr on address agplicaion J S-% Addttds apATCoMiun +O SF NW S _j2-lo_lNer. on help fore pew PLONnS SE (g-22-19 New dans Ve caved INTO) @-23-'6 [aspcess oPMlove. ZOO Fuk 3 SE 2-640 Flay yrvi@ud Comms fetes — —— Zoning: realy Setbacks OK? T= Goank (min ye ts do) Des side (ania i), othy sides (reed jo Voie S45 % Lot Size: L0.A00 7 Building Size: 626 mo +b Lot Coverage: .26 AY rt (T FAR OK? ves pr Fle Height OK? yes aa i) Parking OK? ‘VeS~Garope Los Critical Area? ‘Not? mnppod, buf fhe got a geukeoh repact due fy too Slope. Pe S20 le Demo? Ne t's pata odihcal area, Historic Rev? Dut Codi hon (4 DF. Notice to Title? Lots of Record? Lower ¢ wale tn Front. BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-096 Permit Type Residential - Single Family - New Project Name New SFR Above Garage Site Address 2009 FIR STREET Parcel # 984905601 Project Description New SFR Above Garage Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Mc Dowell Mary B Owner Mc Dowell Mary B Representative Hupy Guy (360) 379-6052 Contractor Coxen Design And O- CITY 002970 12/31/2010 Construction Contractor Coxen Design And O- STATE COXENDCO005! 11/29/2010 Construction Contractor Dream City Homes Inc Pete Raab (360) 774-1219 CITY 006670 12/31/2010 Contractor Dream City Homes Inc Pete Raab (360) 774-1219 STATE DREAMCH942 12/04/2010 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name MACY EB. MeECowWeEW BUDA Date “y ~2UHO 07/20/2010 SFOSTER Date Expires: 01/16/2011 Date Issued: Issued By: Signature/| Mle TV NS BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-096 Permit Type Residential - Single Family - New Project Name New SFR Above Garage Site Address 2009 FIR STREET Parcel # 984905601 Project Description New SFR Above Garage Fee Information Project Details Project Valuation $68,684.28 Decks — Residential 36 SQFT Plan Review Fee 504.89 oe oe eee <p cor Energy Code Fee - New Single icogg PWellngs— type V Wood Frame Q Family Unit Private Garages — Wood Frame 660 SQFT Mechanical Permit Fee per Dwelling 150.00 a . Unit - New Residential a -Y oo Type Type: yo Plumbing Permit Fee per Dwelling 150.00 be atti 1 Once aps R 3 Unit - New Residential athrooms: NPE wanes AS PLAN REVIEW DEPOSIT 150 150.00 PLAN REVIEW REFUND 150 -150.00 Building Permit Fee 776.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 15.54 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 1,714.68 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 07/20/2010 Issued By: SFOSTER Date Expires: 01/16/2011 Signature : Date BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-096 Permit Type Residential - Single Family - New Project Name New SFR Above Garage Site Address 2009 FIR STREET Parcel # 984905601 Project Description New SFR Above Garage Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. The site is not mapped as containing a critical area; however due to the slope staff asked for a geology hazard assessment. According to the geology hazard assessment report dated April 27, 2010 by Licensed Engineering Geologist Dan McShane of Stratum Group, the subject property is not a geologically hazardous area and development of the site will not increase the risk of instability on other sites in the area. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 07/20/2010 Issued By: SFOSTER Signature a Date Date Expires: 01/16/2011 Print Name _ IDE Development Services Pl . 250 Madison Street, Suite 3” Port Tow. send WA 98368 ‘Prone: : 360-379-5095 CEIVED y sila 3 Q Ee “Gaiy OF PORT TowSEND “Residential Building Permit Application aa, ara Legal Description (or Text), Addition: CETTE 7 CROVE'S Zoning: IE Block: 6 137, Parcel# Lot (s):__{ 3 -S we Gos 60] Project Description: SFR Peove aneese Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. name: Gat jg acy EHC Address: PO Raye 7Z06 | City/StZip: feo. {Town send WA A4I3L% Phone: Email: J] Ge lAT2- _- Contact/Representative: Name: C@>UY /fFupy Phone: __.$ re 6Gose2 Email: fy -6v% © ZMMc* Coy Contractor: 0 Same as Owner Name: DAVIS C29 WS TRC Tron Address: 1337 ) t+Q ST City/stzip: PORT TowNsenp wh 9s3er Phone: 6 FS (25% Email: | State License #: DAVIS C# 7/132EExp: City Business License #: Building Information (square feet): 1* floor Garage: E660 + 2™ flor SFO_” Carport: 3" floor Other: Basement Finished: Unfinished: Decks / Porches Covered: F8# Uncovered _*6 + Heat Type: Solate ELETTKIC Electric Heat Pump Other Total: #Bedrooms_ OQ #Bathrooms_/ __ Size of lot /O, 02 2 Total Lot Coverage (Building Footprint):* Square feet: 4 26 aa % 6. 2 Impervious Surface:* Square feet Square feet: / 6° *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y i) Any steep slopes (>15%)? Y N | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Stacy | 4 Wer WA wowell Signature: Cun Q MzOrnwor A abe WD. , | 1 of 2 - 1/4/2010 Date: A aan = ( 201D -OVER- / RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. 0 Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than ’4” = 1 foot: 0 A site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. 2. 3. 4. 5. Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting 0 Floor plan: A. OW 2 3 4 3) 6 7 a 1. 2 3 4 5 6 7 8 Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing | section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation 0 Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature 0 For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per rdinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Vandmark district and not on the Historic Register: no fee for HPC Administrative review. /Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- Parcel Details Ge Gg Page 1 of 2 Parcel Number: 984905601 SEARCH “Home County Info © Departments ~ Search Parcel Number: 984905601 Printer Friendly Owner Mailing Address: MARY MC DOWELL GARY A MC DOWELL PO BOX 2069 PORT TOWNSEND WA983680249 Site Address: Section: 35 Qtr Section: SW1/4 Township: 30N Range: 1W School District: Port Townsend (50) Fire Dist: Port Townsend (8) Tax Status: Taxable Tax Code: 100 Planning area: Port Townsend (1) Sub Division: PETTYGROVE'S 1ST ADDITION Assessor's Land Use Code: 9100 - VACANT LAND Property Description: PETTYGROVE'S 1ST ADDITION | BLK 56LOTS1&3] | | Click on photo for larger image. | No | Real No 2nd | | Photo | cE Photo | Available | Available | No Permit Data Mtn eee ple A/V, Sales Info Map Parcel Plats & Surveys Available | m, Jefferson County «: HOME | COUNTY IN Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_ NO=984905601 5/5/2010 City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements a DISTRICT R-I “| Cc. Rl a R-II R-IV MAXIMUM HOUSING 4 dwelling units (Multiple Heretting watts (Multiple | 7 16 units per 40,000 sf 24 units per 40,000 sf DENSITY (units per dwelling units on a single lot | dwelling units on a single lot of lot area of lot area 40,000 square foot area) must be contained within a must be contained within a single structure, except: a single structure, except: a permitted accessory dwelling | permitted accessory dwelling unit (ADU) may be unit (ADU) may be established in a separate established in a separate building if allowed by building if allowed by 17.16.020 PTMC) 17.16.020 PTMC) (10,000 sf of lot area per unit) | (5,000 sf of lot area per unit) MINIMUM AVERAGE 10 units where a parcel 15 units HOUSING DENSITY and/or contiguous parcels (units per 40,000 square under single ownership foot area) are 12,000 square-feet in size or greater MAXIMUM NUMBER 4 (Note: limited structures 4 (Note: limited structures No limit No limit OF DWELLING UNITS with more than 4 dwellings with more than 4 dwellings IN ANY ONE per structure may be permitted per structure may be STRUCTURE through the PUD process, see permitted through the PUD Chapter 17.32 PTMC.) process, see Chapter 17.32 PTMC.) MINIMUM LOT SIZE 10,000 sf = single-family 5,000 sf = single-family 3,000 sq ft = single-family detached detached detached; 5,000 sf = single-family attached (duplex); 7,500 sf = single-family attached (triplex); and 10,000 sf = single-family attached (fourplex) and multi- family’ MINIMUM LOT 50’ 50° 30’ except: 100’= WIDTH multifamily MINIMUM FRONT 20’ except: 10’ except 20 feet for 20’ except: 20’ except; YARD SETBACKS 50’= barns and agricultural garages with vehicle access 10’ w/side or rear 10’ w/side or rear buildings facing a street right-of-way parking/garages; garages parking; no setback for and 50’=barns and with vehicle access facing multifamily structures agricultural buildings a street right-of-way must located within 200 feet be setback 20’; no setback | of an abutting mixed use for multifamily structures zoning district located within 200 feet of an abutting mixed use zoning district MINIMUM REAR 20’ except: 10° except: 10’ except: 15° except: YARD SETBACKS 50’ = barns and agricultural 100’ = barns and agricultural | no setback for multifamily 20’ if directly abutting buildings, and 100’ if abutting buildings structures located within | an R-I or R-II district; no a R-II, R-IIl, or 200 feet of an abutting setback for multifamily R-IV zoning district mixed use zoning district | structures located within 200 feet of an abutting mixed use zoning district See Back of This Page For More In order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than 4,000 square-feet unless said lots are reserved for multi- -family dwellings. P:\DSD\Forms\Building Forms\Information-Table 17.16.030 Res Zoning Districts.doc Page | of 2. 05/15/09 City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements DISTRICT R-I R-II R-II R-IV MINIMUM SIDE 5” except: 5” except: 5’ except: 15’ except: YARD SETBACKS 10’= abutting a street r-o-w; 10’= abutting a street r-o-w; 10’= along a street r-o-w; 20’ if directly abutting 20 feet for garages with 20 feet for garages with 20 feet for garages with an R-1 or vehicle access facing a street | vehicle access facing a street vehicle access facing a R-II district; no setback right-of-way and 50’ barns right-of-way and 100’= street right-of-way and no for multifamily and agricultural buildings and barns and agricultural setback for multifamily structures located within 100’ if abutting a R-II, R-II, buildings structures located within 200 feet of an abutting or R-IV zoning district 200 feet of an abutting mixed use zoning district mixed use zoning district MAXIMUM 30° 30° 35’ 35’ BUILDING HEIGHT MAXIMUM LOT 25% 35% except 40% where an 45% 50% COVERAGE ADU is included on the lot MAXIMUM FENCE Front=4’; Side=8’; Side Front=4’; Side=8’; Side Front=4’; Side=8’; Side Front=4’ ;Side=8’; HEIGHT* abutting a public right-of-way abutting a public right-of- abutting a public right-of- Side abutting a public =4’; rear=8’ way = 4’; rear=8’ way =4’; rear=8’ right-of-way =4’; rear=8’ refer to Chapter 17.68 PTMC, Fences, Walls, Arbors, and Hedges for specific requirements. (Ord. 2967 9 4.2.2008; Ord. 2939 3a 1,2, 2007; Ord. 2913 3 2, 2005; Ord. 2925 > 4, 2003; Ord. 2782 > 4, 2001; Ord. 2716 > 4.3, 1999; Ord. 2700 3 11, 1999; Ord. 2571 3 2, 1997). P:\DSD\Forms\Building Forms\Information-Table 17.16.030 Res Zoning Districts.doc Page 2 of 2. 05/15/09 NOTE: Maximum fence heights apply within any required front, side, or rear setback area or along the edge of any required yard; Wa t e r Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 44 . 8 4 1 2 7 fe e t Receipt Number: 10-0612 BLD10-096 984905601 Plan Review Fee $504.89 $504.89 $0.00 BLD10-096 984905601 Energy Code Fee - New Single Family | $100.00 $100.00 $0.00 BLD10-096 984905601 Mechanical Permit Fee per Dwelling UI $150.00 $150.00 $0.00 BLD10-096 984905601 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD10-096 984905601 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-096 984905601 Building Permit Fee $776.75 $776.75 $0.00 BLD10-096 984905601 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-096 984905601 Technology Fee for Building Permit $15.54 $15.54 $0.00 BLD10-096 984905601 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-096 984905601 Site Address Fee $3.00 $3.00 $0.00 Total: «$4,564.68 10-0412 04/30/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-096 CHECK 1043 ~~ $1,564.68 Total: $1,564.68 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-096 984905601 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 4161. $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 Yo . .2 | OF SU R V E Y S | ae A A SE 4 Sa t Se A a SS Se Ae | er r r . = — ~ Pa . 6 4 5 et 99 . 9 8 " ~ = ] | - IN F I L T R A T I O N . 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Oy vb ~ a 2) ® a o = o (en) r a; 4" Slotted 5 Corrugated | s Tubing Dry Well backfilled with 3 Yn 2 cubic yds of drain rock (approx. 4' dia., 4' deep) textines (Zze/2 ) Eastern Parcel Boundary 100' Edge of Pavement . <— FirStreet —> Possible Future 10-15° Green House with - Structural Foundation 4-12-24" A Cross-Section A’ A A Coarse Drain Rock Coarse ; Drain Rock 3-Man Rocks stacked in stable configuration with larger rocks toward bottom 4" Slotted Corrugated Tubing sloped downward to East and plumbed to dry Ground Surface __ well filled with drain rock w Retaining Walls with Interceptor Drains Drawn by Everett A. Sorensen, P.E. and Dry Wells Streamline Environmental, Inc. Mary and Gary McDowell Property 715 Grant Street STREAMLINE NW corner of T St & Fir St Port Townsend, WA 98368-2405 ENVIRONMENTAL > 360-821-9960 Port Townsend, WA 98368 September 23, 2010 Rie] eS WIM ZOST SCHEPULG: EXxXTERIOR WALLS 7o NEET PRESCRIPTIVE WINDOWS T7oO Ge SIERRA PACIFIC WALL BRACING CODE PER IRG. SELCTIAN BO2Z-10 METAL CLAY -2X4 STVOS /6"0.-C. W/ 7H" OSS SHEATHING : NAILEO 6° 0-c. EDGES, 12" FIELD AND As e~ Cw = 2672 e.0..2 7a x 72%" SPECIFIED IN R622 /0.5 COnTINUOVUS WOOO eo. ee T page Z2= C-we-24948: #0, =< 244 x 3%" SRPEATHING _ J- FreeTORY MYLLEO YNIT W/G LITES, —-&klLE FRAMING HEMEERS ATTACHED PER | 2- C-wh-18/S EAC END OF F- TABLE Rb602.3 (1) at fRAF TERS To CE 2x6 | aa D.F. fi" Ove. c-waAr -|}¢@(® WO, = lox %4'x a 3%" W/COLLAR TIES... SPAWNS PER TARLE BS -F.M. UNITS “W/S UTES, mR Ge2-F.1(1) X.67 He Be ADIVSTH ENT ; , ' 2- Cw -/8/38 ERI EXO oF F- 13'o" 4!o" lolo" g oO" | : FACTOR | CeWAP-/8/S RO. = POR"KI 8X 7'oO" : 9'o" ; | 3~ FEM, UNITS w/ F LITES, — LecPED ON E, stopy + Z- owA-/3/8 eACKH SIDE OF l= CWAP-18/8 R02 StF x18 HK" Stine oan (ae Section R313 - Smoke Alarms. aa ecti ; ; i a Provide all sleeping areas with egress. bi Sauer eteeen dames the ne -NO Greios IN 1818 AVMNGS Spanili ehiall Nayetaninivanes Raa. vicinity of the bedrooms. Interconnected = [RITES IN R72 SLI TES IN 2948'S Grade floor openings may be 5 sq. ft. yore ? minimum height of opening, 24” (110 volt with battery backup. | - Nod SRicke Morn, PROVING SCREENS hd de minimum width of opening , 20" | i : : SLA Ss : | if M 1307.1 Appliance Installation TO PAVE 72" RISE, aiehs MEADE CP NOW-GEARING i. Appliances shall conform to the 4 | i ceed , Fyre 2 conditions of their manufacturer's 2 Lt O 10. BUN =| wesIs : 2 Ky installation requirements. 7 a \ ka I4ANP RAIL @ 36" 9 Ty at > ‘ a pate val MSeve NOSE OF HJ 3-2x00 < RIBZSO i e : ; aecanniet | Q TREAD Wo HEMOER O11} x econ 2 Wile GUP @ < aie. . - RO RAIL é r NAx SPAN 7'7"' xX TT & Y WALL > [TT hk ee N Ge! ———- = 7 —4—__<- fy S| eae is ane UNS wo @. PeReH EA wil] (mee. s02.sG)) alte ag ci 1. 4 . 1 se (q" OPENIN 2S MAX) : e IM a —_ th Isso N 4 ly ~ ) SO” __ COACBAGE_ 1 Ty al v | dl dic cal ' ~~ b, me, o | M y y | r LL au oa | Pe ee —— a ei. or Co 66 x ‘ : eeteencaiethane Fee ZKIZ FE On BETTE. Rice. dsm ele L a 1 I | =e 4 = Kl i" Spee DEIR JONSTS /6'O.€. a | me le H | | a , | | 4 I eel Oe ; | STATIC [7 G@ MAKSPAN 3'9! | 3 é aeneel™ PORCH _¢ | eer es l 2 4: j | Ano V4) a, ~o CED OS | a : - Fre ib DET TON WELL, Se Ses eee eee eee eee ee Bi | | c m || pal - 7 Che“Co 6 t | Srat - wii . chiciceaneiagile’ , : | a Section 508 - Uniform Plumbing Code. ! 7 2 hee . 7) \ | ba Water heaters shall be strapped at points within a xe it —_ é \ ut tf the upper and lower 1/3 points of its vertical Z ae ii} o9 dimension. At the lower point, a distance of not j | NX less than 4" shall be maintained above the 5 < cet Ricci 7 te S a ea S x controls with the siren. ™. Q 3 JOISTS OVER 5 ~ |H] — mo ~ te 0 y pet ik | I) 3 malilae TH EATIE UNHEATED : ~ | Hove Bee ees eo ee Sli = = m HT ere ae “STORAGE S A\_Ai\ 100 & r Fs Hi e SitS = ae wy An es 3 HOUSE Aie- . [Fy a a an ———-f— a 5 \ 2 To AiR bear | 1} @) a Lo HT “si \) EXCHAN CER | a Ul ‘ | th) | LJ r 3 eS eet ‘ }__t _——__} ene er OE va | T T 1. L is | pe | pi Peete | t T 2 2°90, 27%. 6-/°18 AVNING iL cn : | 4'¢' | | 4a!q"" go! | g!0 a ™ 4 @ oe" 9/o" 3'o" 13'o" I2!o” | 4 | 1 UPPES LEVEL fLAN. © LOWER. LEVEL. FLAN Section R321 - Site Address Approved numbers or addresses shall be em ff W fe | provided for all new buildings in such a iG G IG l W its position as to be plainly visible and legible APPROVED ; from the street or road fronting the property. NOTICE: Plans are approved excepting | pare. 7 [ CHO —D-— —— - ——_{2}— ——— any errors or omissions. All work must : JUN 2? 2010 pass Inspection in conformance with | Permit No: 10 - OF 6 hs | ; all applicable codes and regulations. By: Building Official CITY OF PORT TOWNSEND CITY OF PORT TOWNSEND 6 /18//02 CLIENT - MceDONWELL FILE CC” GUN VP Y VES aN ta 2ZxXS Tle. CEOAR FASC/M'S ON 2xz£ or OVE RAFTER TAILS- Pe 7 — = So ~ ae ar a ee Ge Z fl SCENE mena eae : COW TINOUS ALUM - phe oN =f - me | pile, |S ves SAR ETOP ed INOW GUTTERS. Hi | ! ON 12"*%7" Cone. V/ DOWN SP dUTS. I} {I oe Pa id FOOTING W/a-ft " a 72 FIGUTLINE. I) |! Vv I} |! BAR (TY2) ol © Cenc rere DRAINS TO INFIL- If jl Note: x s Wh : #ieso | Pigs maeress seam | TRATION TRENCH jl PROVIDE “ Hedi ree ; . SET LIAK7TS | | | CRACK CoN TROL ) | AO BO S + im - | | H ) | : JOINTS | li : ey | | thi I} |! ‘lai | | cs Zee weer us T iliictaemaaiiacniall ? ae See a demote Sets) ens ae Pind oe Hy fl ' 1 he 1 | | : : ia” 6x fe eee : li | ae ee el as e STOCK 3 ae : a Ba 9 i it |! iat eames. int i f 36 "CUPOLA | N | oe | Id 9 ii Y- I} fi . ial I) |! a oe — i . | / “" 9 ~ -Y 5 2 I} | sO Dee i I i eee) HI | + j Ni | ; 1 2) { | H i] f | 1], SI FR HYDRONIC | a te a Ze : cage ‘ ane iti TUBINaA ON ENL.V.BG. Bf oe ee se ae 1! \ "Cone WALL | hate Ai ON 2"Hl4é4 DENSITY aT 1 | SUPPORTS OW. | “s | FOAM ON COM PACTED : | Lt 4] . } dees Ca ORS . ial BASE jl: FOOTINGS FoR : i= nel ye | l C: : Hts 3 STAIR LANDING anc li na “Conc. SLAG W/ !I |! & UPPeEn DEK Ahi Lp Ke Seer on 6 tL | ! aa ig —; aL V.8. ON Comp. BASE “pawn - Fz ==> a eae ste ERNE A ie Rane nt a Uy see aca ad \| | — 6 2 a t fe a) Leis” igs hate Ui wet nrremt Rae cect pa ee ee ; a | eee a is jj g ENE APRicna stars a. NOTE: a PROVIDE $e" i 12/0" CED SRI ES METAL 1KOOFING. KO" PRNC(4OR 6 ahi ON 320 LB FELT OW JS lo FELT On Bovrs tore: ic) THs" OSB SHEATHING 2@ ENDS \// S°«I" PLATE \WAS EYER £§ GUY HUPY VPESIGN Ix Ft STRAPPING 7 Vo" O.€. OWN 2xe OVER IZAFTERS 2'0.-C. SOM Peet: DRA EV PANEL ARRAY ON 2X6 (RAFTERS 2) 0.€., Ebel VE m)| ree 6/18/ 7° JUN 22 219 CITY OF PORT TOWNSEND DSD CLEA Me VOWEL 2X6 Tile. CEPA BARGE CEDAR SKhAKR ES ov 3° LG. Ferra ON [Xt STRAPPINA VK" O:c. “ON 2x4 OVER RAFTERS On IX6 7x4 PINE SOFFIT ON 2xKE RAETERS 16" 0.4. B36" %* 56" ares | WITHA FELT ON CEDAY SHAKES ON IX4F STRAPPING 7 42 0.0 OK) 2ZKE OVNER- RAFTEIZS 20.0. W/R FO COPPER [FRROOCFED MANUFACTURED CUPOLA OW AN4EALEYO BASE SvPPaAeT OPERABLE VENIT IW MORTH FACE 3o L6G FASCIA ii 1] i ie RIDQiIP INSULATION #X6 TIMBER GAGLE . " ae Pe TAIL I a | ll | l ye _Aq GML V.B. ON 6X8 BEANS SvuPPORT - FORCIA RAFTERS & BEAR ON 6X6 FOSTS @ CORNERS PROVIDE POSITIVE TIC _AT ALE OWNER TIONS ei fe) Tax ye a COLLAR Tes. Foc. BETVEEN PovBle 2x¢ IE TR BO PINE CEILING ON) 2xX¢ fAETERS /6"0.C. CONT. ALUM. ie RAFTERS WITH 4-16 da. npr ; be it oe EMCU SIDE, EACH END _ T7TEX ON. iB eee | 2X8 T.kK. CEDAR RAILING SYSTEM \~/ Fax b ll i i ; | | FASCIA E ; i { Seal d her-stripping: (Ai BALUSTERE ALTERNATING ZACH ) | Speniige shall bewseiee eeticed acetone, - 5 ho = ther-stripped to limit air leakage. Exteri ~ TREAD W//2 - 1"xI" SPINDLES ba peed ee a [J _Ferao winoe HAND RAIL NOT 72 os<ceEDp 2" DIA — at penetrations through walls, floors, roofs and <a \SW/ FLA SIVINA Tor - oe ra a Seer i other openings in the building envelope. 6X6 NEWEL POSTS BOLTED se Hf = & BOTTOM. & TAPE — Toh - TO BOILDING PAPEK TO Ptte STRICTURE | hee - IF peg \ ghia Te WOO” eee tte Br OvVNER = @ FLANAES = ee a) | ON 8° 7a 4 FLOOR PLY oN © Vv ZK IZ FLOOR JOISTS 160.6. A 2 yd | i ee : tame HETAL RODE INA op ja ys Natavava ] ie —— 7 " Ca: { ye KIC C rh) ; IxS 7 AK ’ CEDEX 7 el ag 6 O-C. VHRAK AY i OWAANAN AW — er |S lO FELT ON ZK" os | 2x3 6 cals insite baa: ) SONACCY Re UV VY DDO C BdARDS on /X3 SHERTHIIG rd 2x6 a SXB = = \ CEPR BATTEWS RAFTEYS /6"0.c. @ - ia B"Q¢. oN Burepw - IS 2x8 HANAarS FE" GWB ON 2X12 BOjSTS 16°0.6.. = S| sae ON ie ae HED NETAL ROoFINKA ON JE ~ Ord 2x8 LEDER (. VY Sevid Broce wmw4 @ MIDsPan 9 ENE ee On “| t8 Fert ON %e“osSs on ff | BoeTvTeo 7 tim RTS SO INSULATION iS 1 2X6 STUDS (010.8 2x6 RAFTERS 16"0.€. a eI ie ye ; | Spee wa ee eee | ; THE STRUCTURE SUPPORTING THE SEPARATION : i pS | " att ee erg Be PROTECIE BY Not LESS sl , / | | | “” fe SE a aE ge / nec Seennaenaeeiaaaen . PLY VOOD % 7 ( 1 | SLOT BOARD r a METAL DRIP | | ELE SMS. Cie ELAS HHS ON oe | ! | 2KE STuPS ZX/O Tax. CEDAR : | 16"! O16. S/R EI i TRIM BASND Ar. | | | TOP OF VINOows | ! ed RGQGARAAE PoorRs | | | as | ia | | an PB Re Aneto 1 | : ! | BOLTS ¢'0.6.4@ ne en eee | - J : fi CORNES IN 2xK6_ a = | eh ‘ IL Cie ict Asse ot wie, Ao ye Hoe - 6" CONT NVA on Mle. gy zk HI CT. Slike PEAR E: | Hd | om 0 ee a PO *K PU CONC FODTINGS r f rate 4° PVC TEM ene Tea ¢" COMED SLAT W/E NOW F seem WEB bE CC: Pos7 CASES. :+———--- ta DONN SPOVT S_. 7 ash 2B MUYPRONIC TUPBINIG ON EML, by |e i W le a ; 4" pere Aos In LA Vib. ON 2° A144 Dav sity FOAM CR Jo) MiUus PRAINROCK JUN 22 2010 CITY OF PORT TOWNSEND “SECTION A- zs z ie) aie ee oe ee frafie. AVI RT = PE VPONELL GUY, JOR Y VE SlaQXl ue CEDAK SHAKES W/ 3O LO FELT INTER- WEAVE CTE) ON | Xt STKAPEINA A ei | ge ee es | Qos |S (= TTT TTT TTT TTT Tat Derterrird pr rittijrtitiionl CROSS -WEKO CASING (2% 6 T.-K. CEDAR ) v/ I* SPACER . USE Jo" CEDAR BEVEXW STARTER COURSE TO EXTEND FIRST SIDING Course OVER TKIM BAND a, N Vv Ry \ | Nove : NAL 7s" OST SHEATHING w//3s il | | eeal| I] ae CEDAY SBAKFES ON BO CS FELT /NTER WEAVE OW LXF STRAPPINK on) 2X F OVER CAFTERS ZO OSC. ON. IKE TRAE: PINE SOFFIT -CEPAXYE FRI04Ee shAKES ON CEDAR SIdM<eS ON /KF_ FIR STRAPPINA V7" O.0. ON _2X6~ OVER RAFTERS Z'0-¢. sy/R-FO 2x B TK. CEPAR BARGE FASCIX ON 2xXL RAFTER R30 BIPG/(B INSYLATION VOW 6M NES tr ereds Liviu Tyr rad 3 14) f : J. rryyA Fees Lrtterurit Yr WwW 1 lea Poll om LkRAER SOc. EDAES, 12" 0.¢. FIELD CTF.) | )* SlERK> PATIFIé METAL CLAD wiNdows IN FACTORY MULE WH UNITS 34 'o ' Fe" xjo" Aneto e goers 4'0.c.g@@ ENDS PROWIDE 3"K3" PLATE waste Rs AT 2X6 ea Pit Siew’ PLATies J — ee Br a BPN FTIR AT LINE SB FOR DON SP dU7S #" PERF. 30 fo a Se ee ll TTT Syxb SOSTAINAPLY AOS FeoTINg 2 OCAW IN LA” minlus CORAM Rock “IAUWY NOY VE STan RR | i PARVEFTEP TROPICAL ee _f] fi DARO Wee 0 DECKING pS, 4 W/ DECZKINA /RTTACH - et MENT SYSTEM ON ee 2x6 47. j0iSt3S Je Os 2 a Wes gees it a :.* nd be fe c aK ah te wid tlle! ii at Ir —r- 1 @ Pade Tua : 7 O <: [_ ae PAVERS ON SAND TASE UN HEATED Ff" CONC. SLAC . rrerrietncsoserniereiar eG EG NI: To ee a SEALE 4 el HAROVYOOO FLOOUKINIG BY ONER ON NB FANT ON S4"7R4, Froaow PLY Wy WY) V/V RIO Vf V7 aN pe “8 J = 7 Le ae ZW On) 2@x/Z FLOOR 1X6 T2A PINE SOFFIT ON 2X6 RAF TERS foe. PovBle EVERY 4' FOK COLLAR TEs pam cats BEVEL CEDAR Tk. SIDING W/ 74" [KP ON 2x F¢ VERT. NAILERS ON BUILDING On: Saxe STVOS: [4% 0.4. 2b CO LLtKR. TIED: F605. 3 @ GABLE EXTERIOR VW/ B-/6d NAILS Etc A Ero Bick oe S/ERRA PACIFIC CLAD WINDOW (SAFETY GLASS THIS LOCATION) \WAcTORYT FLANGE. FLASH PER ile MANUF. FEC. XB TK. CEDAR BoAnRevs ON |K3 CEVAR BATTENVS B"O.c. ON Bu cpina PRPER ON F746" OSS i — SHEATHINKA ON 26 s7VDS tld. oO Ai. Ve. ON 2" HIGH- “WEN Si TY FOAM ON Come, FILL “TZ Is7 Te “SOUS P SS) 6 Oa. SE RS 16"0.0. : U /O ape t tiie cha METAL DRIP FLASAMAVZ OW) 2x/O Tk. CEVAR TRIM tS ANID 3-2x/0 HEADER @ NON SEARINA CABLE END PooR OPENWIE MmMeECEIVE | JUN 22 2010 ss | CITY OF PORT TOWNSEND A Ws ofS‘! ee eee DSD JSTOR ERT __ AS UREA CR nr a ee 4" conc. stat W/b%6 ae B"TONE WALL W/E 4 WWF LT DRONIC TUTING Fhe BAR @ Tor ON l2'x7! CONC. FOOTING ~w/2- AF BAR SC ee Mi wa he PAPER ON Zhe" OSS SHEATHING FOUND CHARLES SHANK REBAK & CAP EXISTING 4 4 STRUCTURE a ek PE. FLS 2ooexrs ¢ V gem H : ; $2' SO" wv, Yo. .Z] OF SURVEYS ~ hat he il lek =e ig Alas nid Stine ane Bi N af 2 : 2. ath 6- Pa. 64 a ¢ 79.72" al 0. 9 here a ae Gg |-2 SEWER] LINE: y La een ro, — oS "Saas eae ea “ie a PROPOSEYP — — 1 2'y2’xze! INFILTRATION | Ree: EY) etal = cee me eM y S? de nj aoe ae DRIVE WAY PROPOSED ee! Pie ee RESIPENCE/ GRAVEL PRIVE PA Ke ® GARAGE c / oe EE get SFOn /6608 ise / MANHOLE | we / LE. ELEN, vs =1S0.¢4' ‘ |1o Ss i tae £0 \ | 1 | VA Iw \ i Ay aT | \ : | ; \ _ LE > lL a - Pa 3 | \v = | se >! \ wn me < be | : ae yj : ] 519 | : res 4 (J wl Pa ‘ 9 : a \ NS V \v 9] = \ 3 |, >! : , : $ ao \ a = = | Q:| oF : ee | \ | | ce oF Ww x i | \Y Ww | 99.98) / > t " —_ ~~ \y EL ci7zzo' | Nive S2°s50° Ww. + Gt Le EXIST. WATER METER xn HOOKUP ee es u XV Ps ee es STREET ~ WY MONUMENT ud _ : ie cate oh A ei =m a gg vietatiinicaane > Syl for Ny eee a Vv W wo? \v (Y) WATER 4 YALY E& LA ts | a" | Joo'o" | 7 ween = baeetes pisisiasltaepeaieiminmn ial = —a preceneemenpveenterinivelieeneremantse-tewerteereant “A CLIENT - MePOWELL LorTs bower, twesOoOsk Ss FPETTYQGROVES FIRST AUD. PARCEL # 994 FOS Gol GARY & MARY MaDOWELL Box 206% PORT TOYNSEND \WA 360-37%- (272 Si7E “ADC RES $:< ZOO? FIR STREET CITY OF PORT TOWNSEND DSD Qo THUR T VE SIGN 560-385 -6°SZ. Paar Ps O/SO/10