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Home My WebLink AboutBLD2005-00391 BUILDING PERMIT• Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD05-00391 Received Date 06/13/2005 SITE ADDRESS: 6883 THORN DYKE RD Issue Date 08/29/2005 QUILCENE, 98376 APPLICANT: DOUGLAS M KLAN PHONE: 206-523-1157 WILLEEN N KLAN 7621 W GREEN LAKE DRIVE N SEATTLE WA 98103 SUBDIVISION: BILL MC KAY SHORT PLAT Block: Lot: 2+ PARCEL NUMBER: 701253007 Section: 25 Township: 27 N Range: 01 W CONTRACTOR: PROJECT DESCRIPTION: 160 s.f. ADDITION & REMODEL CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: 0 lV-.vy-- 1 UFFER: 0//I✓ v-®"l et,-Un' C -- ipIREPLAc toorrr,x6 6R 3/04; / r Footing:��-1�(N,�'�k/� 1 I.,l�f' (�� 2 - t'/ '(n�-r I'Cr+�lt�� 61004� /�J Foundation: �/r /yy%/6"-`;# /4rjx-r ,JQFF AK 00 Stormwater FINAL Approval: OK 4Ark-8000 .IAM jZ3/d6Ai Underground Plumbing: Underground Insulation: Shear Wall : 260cfit..A. 0,4 _,4.oh. 06 L2-FZ jar4 /9/Q4fl /iufkuac(/�TiipEdK 04/00 ii Sheathing: Ok �zb/OG l S/YEms�9e Z/3 Framing: J�I'bmcht iai, u rr�A 1�2owi /li2C yA7,vat Q� SaA,a-A-�PE- iN eipti Au) /s-S/01, Plumbing: ik' 2? oL / / , Propane Tank/ Lie : Insulation: NA) 3 io O jp Sheetrock: l Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: ��r c' �> !, ,��• , 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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE SPECIAL CONDITIONS FOR CAI A BLD05-00391 • 1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 2.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 3.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 4.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 5.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 7.) 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. 8.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 9.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 10.) MANDATORY MEASURES Ft COASTAL SIPZ: • 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) 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. 13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 14.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 15.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 16.) The building height is not to exceed 35 feet. 17.) 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. 18.) 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. 19.) Minimum setback from Thorndyke Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear(shoreline) setback shall be 32 feet. 20.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan dated and signed by WDFW on August 17, 2005. I:\F_BLD_Permit_Buildng.rpt 10/29/19 BUILDING PER BLD05-003;, MIT APPLICA N Review T ype. Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00391 Received Date: 6/13/2005 SITE ADDRESS: �jj�,. -� U Q LCENE, 98376 OWNER: DOUGLAS M KLAN PHONE: 206-523-1157 WILLEEN N KLAN 7621 W GREEN LAKE DRIVE N SEATTLE WA 981031 BILL MC KAY SHORT PLAT SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 701253007 Section: 25 Township: 27 N Range: 01 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: EDWARD CARR PHONE: 206=640=1156 1333 N NORTHLAKE WAY STE H SEATTLE WA 98103 PROJECT DESCRIPTION 160 s.f. ADDITION & REMODEL TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 160 VALUATION 100,000.00 ADD'L: HEAT TYPE: OIL CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: 68 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: 32 BANK HEIGHT: 32 SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 2 Exist: 2 Prop: Prop: 1 Total: 2 Total: 3 Routing Date: 6)//5---76� Type Amount Paid By: Date: Receipt: p ortocivt„ Permit $993.75 BAC 06/13/05 73365 D Plan Check $645.94 BAC 06/13/05 73365 AUG 2 2005 State Building Code $4.50 BAC 06/13/05 73365 Potable Water Application $53.00 BAC 06/13/05 73365 erson County Planning Total: $1,697.19 Build'•. .. tment 1ft- Fla A 41111 III �4�gg �oiv co, JEFFERSON COUNTY } DEPARTMENT OF COMMUNITY DEVELOPMENT `' ti ' 621 Sheridan Street• Port Townsend •Washington 98368 4... . `•$ 360/379-4450 • 360/379-4451 Fax ,qsN p www.co.jefferson.wa.us/commde4MD4ri 2005 INp� , (,, Master Permit Application ,MLA: 05- 3 o Project Descrip'on(include parate sheets s necessary): , • Tax Parcel01 �J Property Number. v� (��J� Size: r AG t--td (acres/square feet) Site Address and/or Directions to Property: (0t0t?7 1114,-I-1 outiIce D ' (�U1IC Q w4- c1 S31(4, Property Owner(s)of Record: WI (`2eln Da KG, to S !G-i&V% Telephone: �(p 523 (I 51 Fax: 2.0(P152 3 �40 email: Mailing Address: 1692,1 W. Streak LA lee prlv'e N. JPa,,}tie iff 4. algid ApplicantlAgent(if different from owner): �4 WA.V&. C A.V✓� rGk i4*eC--t- Telephone: 21)(2 51' I'? (. Fax: 20(c, $48 ( l 3 to email: Mailing Address: 13 33 TI Na rt kke W&, S d i t}- ,Se'+fi-le WA- 41 R 10 What kind of Permit?(Check each box that applies) Building ❑ Variance(Minor,Major or Reasonable Economic Use) 0 Demolition Permit ❑ Conditional Use[C(a),C(d),or C]** lit Single Family ❑ Discretionary"D"or Unnamed Use Classification ❑ Garage Attached/Detached ❑ Special Use(Essential Public Facilities)** ❑ Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* 0 Binding Site Plan** ❑ Change of Use ❑ Long Plat** ❑ Address i Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Propane ❑ Plat Vacation/Alteration** ❑ Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Wireless Telecommunication* ❑ Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **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 /h t/1 V A CA- VV. to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE��_ / Date: S// -,/i 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 it's 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 equired later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business hours. D / Signature: �_ 2 Date: J ( , /q f'b- The action or actions Applicant will undertake as a result 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 you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf ble res nsibility for a/d�her'ng to and complying with the ESA. The Applicant has read this disc aimer and signs and dates it below. Signature: /1/`'/ Y� Date: 5-'f � C:\Documents and Settings\mochil\Desktop\Master Permit Application 7-8-04.doc • OWNER 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date 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: ❑ New `jis. Wood Existing: 2 ❑ Sewer Y. Addition 0 Steel Proposed: �, Bank ❑ Community System Alteration/Remodel ❑ Concrete Total: '? Height: )(Individual System ❑ Repair ❑ Masonry 3Z SEP Permit# G(i s- ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: 2' Setback: X Private well ❑ Two Party Type of Heat: Proposed: I Cl Public -j1(cE4A1� 0;1 Total: 2 Z Name of System: 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/thisis a Propane Tank and/or Appliance Installation permit,mark all.'tems below that apply: ' Underground Tank i Above ground Tank Size of ne�Tank: -a;r014"(, �� f i Heat Stove i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet S{_ove i Other 114A u)7v'�"�4 l�Il' 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. Square Footage For Office Use Only Current Proposed Amount Main Floor Consistency Review: �� 1(SO ( �gy iO . t 2"u Floor 454- d Base fee: 9 °13 3f°Floor Additional Section: ' ` Mezzanine: Plan Check fee: Heated Basement State Surcharge fee: 5 Unheated Basement Pot Water Review fee: 8- Other Unheated 911/Rd Approach fee: Sk,n\i( Garage/Carport TOTAL: $ l 1 —WO -1 9 Decks . Receipt Number: 13345 Other - e � �� Cash/Check Number: (st/� - 44 a30 Eb I!MATED COST(REQUIRED) Date: CO � �� ttir market value of all labor and aterials foundation to finish `'� (�a16,0 JUN 1 3 MIals: C:\Docum is and Settings\moclul\Des op\Master Permit Application 7-8-04.doc 1 1 fJ c").6 51PECIFICATION5 1 ALL CONSTRUCTION TO BE ACCORDING TO JEFFER50N COUNTY BUILDING CODE_ AND THE INTERNATIONAL RF51DENTIAL GODE,2003 EDITION. 2 DE516N LIVE LOADS: ROOF: 25 POUNDS PER SQUARE FOOT SNOW FLOOR: 40 POUNDS PER 5GUARE FOOT WIND LOADS: 80 MPH BA516 WIND SPEED, EXPOSURE B SEISMIC ZONE 3 ASSUMED FOUNDATION BEARING PRESSURE: 2000 P5F 3 CONTRACTOR TO PROVIDE LINE ITEM COST ESTIMATE SHOWING EACH MATERIAL USED. EACH LINE TO HAVE DESCRIPTION OF MATERIAL, QUANTITY WITH UNITS, UNIT COST, MATERIAL COST, LABOR COST, SUBCONTRACT COST, AND TOTAL 005T FOR LINE, INCLUDE LINE ITEMS FOR GENERAL CONDITIONS, OVERHEAD, PROFIT, AND SALES TAX. PROVIDE ALLOWANGE5 FOR ALL UNSPECIFIED ITEMS AND CLEARLY MARK THEM. 5U5TOTAL5 TO BE GIVEN FOR SECTIONS FOUND IN #4,"50HEDULE," BELOW. 4 CONTRACTOR TO PROVIDE BAR CHART SCHEDULE WITH WEEK5 AND MONTHS ACROSS THE TOP, AND THE FOLLOWING 5EGTION5 DOWN THE LEFT SIDE: SITE WORK, GONGRE TE, FRAMING. ROOFING, DOORS, WINDOWS, EXTERIOR FINISH, DECKS, INTERIOR FINISH, FLUMBIN6 ROUGH -IN AND TRIM -OUT, ELECTRICAL ROUGH -IN AND TRIM -OUT, HEATING AND VENTILATION, IN5ULATOOA, GYPSUM WALL BOARD, PAINTING, CABINETS, APPLIANCES, TILE, FLOOR GOVERIN65. 5 CONTRACTOR TO PROVIDE LI5T OF ALL SUBCONTRACTORS, INCLUDING NAMES OF OWNER AND LEAD WORKER, ADDRESS, AND PHONE NUMBER, AND SUBCONTRACT AMOUNT. 6 ARCHITECT TO APPROVE ALL MATERIAL SUBSTITUTIONS AND DE51ON GHANGE5 1 CONTRACTOR TO REPORT ALL REQUESTS FOR GHANGE5 TO ARCHITECT. ARCHITECT TO WRITE SUCH REQUESTS UP AS A "REVISION". CONTRACTOR TO PRICE REVISIONS WITH UNIT PRICES FROM 005T ESTIMATE AND WRITE THEM UP AS A "CHANGE ORDER". OWNER TO ACCEPT AND SIGN CHANGE ORDER BEFORE WORK ON GHAN6E 15 STARTED. a CONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS. REPORT DI5GREPANC:IE5 TO ARCHITECT. q CONTRACTOR TO KEEP 51TE GLEAN AT ALL TIMES AND TO REMOVE ALL CONSTRUCTION DEBRIS EXCEPT FIREWOOD FROM SITE. PROTECT EXISTING TREES AND PLANTS. EXCAVATION 10 STOCKPILE ALL TOPSOIL AND SPREAD 4" DEEP AT FINAL GRADING. SEPARATE 5012 4 5TOGKPiLE. 1 1 ALL FILL TO BE COMPACTED IN 8" LIFTS. REMOVE ALL OR&ANIG DEBRIS FROM SITE. 12 ALL CONCRETE WALL BACKFILL TO BE FREE DRAINING GRANULAR FILL. 13 TERRACE FILL TO BE CRUSHED ROCK. REORADE 5U56RADE TO LEVEL BENCHES. 14 PIPE DOWNSPOUTS AND FOOTING DRAINS TO BEAGH. USE RIGID PIPE WHERE BURIED. CONCRETE - SEE AL50 STRUCTURAL NOTES SHEET. 15 CONCRETE FOR FOOTINGS, WALL5, AND SLABS, TO BE PER A5TM Cq4, SHALL ATTAIN A 2a PA" 5TREN6TH OF fc = 2500 P51. THE MIX SHALL CONFORM TO NOT LE56 THAN 5-1/2 q 4# 5AGK5 OF CEMENT PER CUBIC YARD OF CONCRETE NOR MORE THAN 51X GALLONS OF WATER PER q 4# SACK OF CEMENT. 16 CONCRETE SLABS TO BE 4" THICK WITH WELDED WIRE MESH AT CENTER. EXPOE�ED AGGREGATE FIN15H OUTSIDE. VAPOR BARRIER BELOW SLAB TO BE 6 MIL POLYETHYLENE SHEETING, 4" COMPACTED SAND BASE FOR ALL SLABS. 17 REINFORGING STEEL SHALL BE GRADE 40, fy = 40,000 P51 PER A5TM Ab 1 5/A6 1 5M. WELDED WIRE MESH TO BE 6 X 6, 1.4 X 1.4 PER A5TM A 155. 15 CONCRETE WALL5 BELOW GRADE: REMOVE ALL FINS AND PATCH ALL ROCK POCKETS AND AIR POCKETS WITH MORTAR MIX FOR A SMOOTH FINISH. PREPARE TO MANUFACTURER'S SPECIFICATIONS AND WATERPROOF WITH MINIMUM 40 MIL LAYER OF EMULSIFIED ASPHALT. 1 q BOLTS TO BE A5TM A301. RAMING SEE AL50 STRUCTURAL NOTES SHEET 20 STUDS, PLATES, RAFTERS: DOU&LA5 FIR STANDARD 4 BETTER. JOISTS: TRU55 JOI5T MACMILLAN TJI PARALLEL STRAND LUMBER (P5L): Fb - 2 q00 P51, FV = 2 q0 P51, E - 2,000,000 P51 GLU LAM BEAMS 24F-V4: Fb = 2400 P51, FV = 1 65 P51, E = 1,700,000 P51 21 51MP50N HURRICANE TIES AT EACH RAFTER. 22 WALL SHEATHING TO BE 1 /2" COX PLYWOOD. NAILING TO BE PER SHEAR WALL 5GHEDULE OR 60 BOX NAILS 6" O.G. ED6E5 AND 1 2" O.G. FIELD. 3 ROOF 5HEATHINGT0 BE 1 /2" GDX PLYWOOD. NAILING TO BE 6D BOX NAILS 6" O.G. EDGE5 ANV 1 2" O.G. FIELD. 24 SUBFLOOR TO BE 3/4" TONGUE AND GROOVE UNDERLAYMENT GRADE PLYWOOD, GLUED WITH CONSTRUCTION ADHE51VE PER A5TM D34ga AND NAILED WITH 8D RING SHANK NAILS. NAILINF TO BE 6" O.G. EDGE5 AND 1 2" O.G. FIELD. 5 WALL INSULATION TO BE R2 1 FIBER6LA55 BLANKETS PER A5TM A665. 6 BATHROOM WALLS TO BE INSULATED WITH SOUND INSULATION BATTS. 27 ROOF INSULATION TO BE R55 FIBERGLASS BLANKETS PER A5TM A665. R3OAT VAULTED GEI-ING5. 2a FLOOR INSULATION TO BE R30 FI5ERGLA55 BLANKETS PER ASTM A665. REDO EXISTING FLOOR. 2q PROVIDE 6 MIL POLYETHYLENE SHEETING FOR VAPOR BARRIER PER A5TM D155 ON 5TUD5 AND CEILING JOISTS AND RAFTERS UNDER 5HEETROGK, AND ON GROUND IN GRAWL SPACE. XTERIOR FINISH 30 EXTERIOR NAILS, BOLTS, CONNECTORS AND HANGER5 TO BE GALVANIZED PER ASTM A 123 OR A5TM A 153. 51 CAULK TO BE LATEX PER A5TM G834, BUTYL PER ASTM G 1055, OR SILICONE CAULK, INSTALL PER A5TM G 1 1 q 3. 32 ROOFING TO BE FIBER6LA55 REINFORCED 5HINGLE5 PER A5TM P4362. COLOR MOIRE BLACK, MATCH EXISTING 5HIN6LE5. SAMPLE APPROVED BY OWNER. ROOF AT NEW ROOFS ONLY. 33 FLA5HIN65 AND TRIM TO BE 26 GAUGE PAINTED METAL. COLOR TO MATCH ROOFING. 34 GUTTERS AND DOWN5POUT5 TO BE CONTINUOUS SEAMLESS ALUMINUM WITH BAKED -ON FINISH, COLOR TO MATCH EXISTING. COLOR TO BE APPROVED BY OWNER. 35 SIDING TO BE CLEAR # 1 WESTERN RED GEDAR BOARD 4 BATTEN TO MATCH EXI5TIN6, PAINTED. 36 EXTERIOR PAINT TO MATCH EXI5TING. ONE GOAT OIL BASED PRIMER AND TWO COATS PAINT. 31 WRAPPED AIR INFILTRATION BARRIER UNDERLAY. 38 EXTERIOR TRIM TO BE SELECT CLEAR WESTERN RED CEDAR, RE5AWN FACE OLT. 5q EXTERIOR COLUMNS WRAPPED WITH CLEAR WESTERN RED CEDAR, SMOOTH SIDE OUT. CLEAR FINISH. 40 ROOF SOFFITS TO MATCH EXISTING. PORCH GEILING TO BE 1 X6 T4& CLEAR CEDAR PANELLING, CLEAR FINISH, 41 WINDOWS TO BE WOOD, VG DOUGLAS FIR INSIDE, ALUMNINUM GLAD OUTSIDE, BY SIERRA PACIFIC COMPANY, REDDIN6, CALIFORNIA. DOUBLE GLAZED, LOW2, > 1 /2" 5PACIN6, ALL OPENERS TO HAVE SCREENS. 6LA55 PER A5TM 1036. TEMPERED GLASS PER A5TM C 1048. LAMINATED GLA55 PER A5TM G 1 1 12, EXTERIOR COLOR TO BE WHITE, INTERIOR TO BE CLEAR FINISH. NO EXTERIOR TRIM VERTICAL GRAIN DOU6LA5 FIR JAMB EXTENSIONS HARDWARE COLOR: BRONZE SCREENS: WHITE METAL FRAMES OUTSIDE, BRONZE METAL FRAMES INSIDE, FIBER6LA55 SCREEN PROVIDE OWNER WITH COPY OF GUARANTEE. ARCHITECT TO REVIEW WINDOW ORDER. 42 ALL GLAZED EXTERIOR POOP 5 BY THE 13UFFELIN DOOR COMPANY, TACOMA, W A. DOORS AND FRAMES TO BE DOU6LA5 FIR ONLY. DOOR FINISH TO BE 3 GOATS POLYURETHANE VARNI5H THINNED 1: 1. ARCHITECT TO REVIEW DOOR ORDER, 43 ALL EXTERIOR DOORS TO BE WEATHER5TRIPPED. 44 DOOR LOOKS TO BE BY 5CHLA6E, STYLE "ORBIT", AND FINISH "CHROME" TO MATCH EXISTING. ALL FRENCH DOORS MULTIPOINT LOOKS. ALL LOOKS TO BE KEYED ALIKE. PROVIDE BRONZE HOLD -OPEN DOOR HOOKS ON FRENCH DOORS. HARDWARE SCHEDULE TO BE APPROVED BY ARCHITECT. 45 BUTT HINGES ON EXTERIOR DOORS TO BE COATED BRONZE, WITH NON -REMOVABLE PINS ON OUT5WINGING DOORS. DOORS OPENING OUT TO HAVE 5" WIDE BUTT HINGES OR WIDER FRAMES 50 THEY WILL OPEN FLAT AGAINST THE WALL. 46 SCREEN DOORS TO BE WOOD SINGLE PANEL, ALUMINUM SCREENS. PROVIDE HYDRAULIC CLOSERS, LATCHES. VTERIOR FINISHES > 1 GYPSUM WALL BOARD TO BE 5/8" TYPE X AT 24" O.G. GEILIN65 AND UNDER STAIR, 1 /2" AT 1 6" O.G. GEILIN65 AND WALLS PER A5TM G36. JOINT COMPOUND AND TAPE PER ASTM 0415. ACCESSORIES PER A5TM C 1047. FIN15H PER A5TM G840, SMOOTH. FINISH TO BE PARKER PAINT, ONE GOAT PVA PRIMER, TWO GOATS INTERIOR EGGSHELL LATEX. COLOR TO BE PICKED BY OWNER. SAMPLE TO BE APPROVED BY ARCHITECT •b INTERIOR TRIM TO BE CLEAR VERTICAL GRAIN HEM FIR, MINIMUM 16 GROWTH RIN65 PER INCH, CLEAR FINISH. USE NO SAPWOOD. q WALL PANELING TO BE CLEAR HEM FIR BEADED GEILING BOARD 0 FIREPLACE MANTEL TO BE FOUND CEDAR DRIFTWOOD BEAM. 1 FIN15H FOR CLEAR INTERIOR WOOD SURFACES TO BE THREE GOATS CLEAR MATTE FINISH DALY'5 "PRO FIN" FINISH. 2 WOOD FLOORING, STAIR TREADS AND STAIR RISERS TO BE A GRADE OAK FLOORING TO MATCH EXISTING. 5WEDI5H FINISH. REFINISH EXISTING FLOOR. 3 CARPET TO BE WOOL, PICKED BY OWNER, WITH 1 /2" FOAM PAD. 4 CERAMIC TILE TO BE PICKED BY OWNER. BACKING TO BE CONCRETE OR 1 /2" WONDER BOARD. GROUT TO MATCH TILE. TWO GOATS CLEAR 5EALER FOR GROUT. PLY 5 INTERIOR PANEL DOOR5 AND FRAMES TO BE DOUGLAS FIR ONLY, BY BUFFELEN DOOR COMPANY, TACOMA, WA. OR 51MP50N DOOR COMPANY. ONE PANEL PATTERN WITH FLAT PANELS, FRAMES TO BE DOUOLA5 FIR. FINISH TO BE CLEAR. ARCHITECT TO REVIEW DOOR ORDER. 2.5 5' 6 CABINETS, BATHROOM VANITY, AND BOOKCASES TO BE PREMIUM GRADE AGGORDING TO R ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS, CABINETS TO BE OVERLAY CONSTRUCTION WITHOUT FACE FRAMES AND WITH EUROPEAN STYLE HIN6E5. DOORS TO BE 2" WIDE STILE AND RAIL WITH FLAT PLYWOOD VENEER PANELS. DRAWER FRONTS TO BE FLUSH. I BASE CABINET SHELVES TO ROLL OUT. ALL DRAWER SLIDES TO BE FULL EXTENSION. i KITCHEN AND BATHROOM CABINET MATERIAL TO BE 5ELEGT ALDER. FINISH TO BE THREE GOATS CLEAR LACQUER, MATTE. INTERIOR TO BE ALDER PLYWOOD. LAUNDRY CABINETS 4 BOOKGA5E5 i TO BE THE SAME. HARDWARE TO BE PICKED BY OWNER. ARCHITECT TO APPROVE SHOP DRAW ING5. 1 KITCHEN COUNTERTOPS TO BE HONED STONE. MUD ROOM AND BATHROOM COUNTERTOPS TO BE PLASTIC LAMINATE WITH HARDWOOD FRONT EDGE TO MATCH CABINETS. PICKED BY OWNER. SAVE STONE CUTOUTS FOR OWNER5. i 55 CLOSET AND PANTRY SHELVES TO BE 5/4" BIRCH PLYWOOD WITH 1 /4" BIRCH WOOD EDGE. CLEAR FINISH, V °GUIPMENT � 5 q KITCHEN APPLIANCES PROVIDED AND INSTALLED BY CONTRACTOR. 0q 50 SHOWER WALLS AND DOOR TO BE FRAMELESS RIBBED SAFETY &LASS WITH CHROME HARDN°LARE. 'LUMBING uJ i 1 PLUMBING FIXTURES TO BE CAST IRON, BY KOHLER. FAUCETS BY GHICAGO. OWNER. TO PICK Q STYLE AND COLOR. ARCHITECT TO REVIEW PLUMBING FIXTURE SCHEDULE. i2 IN5TAHOT AND SOAP 015PEN5ER5 AT KITCHEN SINK. OPPOSITES SIDES OF FAUCET. y r >3 ENZYME TYPE DISPOSAL UNITS AT MAIN AND ISLAND SINKS. p Hr >4 SUPPLY, WASTE, AND VENT PIPING DESIGNED BY SUBCONTRACTOR. - O 15 ALL WATTE DROPS BETWEEN FLOORS TO BE CAST IRON FOR SOUND CONTROL. O >6 HOT WATER PIPING TO BE PLUMBED IN A CONTINUOUS LOOP WITH GIRULATIN6 PUMP. z .1 PROVIDE DRAIN FOR WATER SYSTEM AT LOWEST POINT. 'a REPLUMB WATERLINE TO BEACH, EATING AND VENTILATION .q HEATING TO BE BY OIL FIRED FORGED AIR FURNACE. SYSTEM AND DUCT DESIGN BY CONTRACTOR. EQUIPMENT CATALOG GUTS TO ARCHITECT. O WHOLE HOUSE VENTILATION SYSTEM TO BE INTEGRATED WITH FURNACE. DESIGN BY HEATING SUBCONTRACTOR. EQUIPMENT GATALO& GUTS TO ARCHITECT. 1 BATH FANS TO BE BROAN GTXE SERIES, LOW N015E WITH 5GUIRREL GAGE FANS. w i 2 FIREPLACE: RIVER ROCK FACE AND CHIMNEY VENEERS RIVER ROCK MA50NRY BY CLIFF 4 I HEDEEN, SNOHOMISH, WA. z LEGTRIGAL 3 SERVICE AND WIRING CIRCUITS TO BE DESIGNED BY SUBCONTRACTOR. q 4 5WITGH, OUTLET, AND GOVERPLATE COLOR TO BE BROWN ON WOOD AND WHITE ON 6WB. 0JIQ 5 ALL BATHROOM FANS TO BE ON TIMERS. 6 ALL INGANDE50FNT LIGHTS TO HAVE ELECTRONIC DIMMER 5WITCHE5. I a i UNDER CABINET LIGHTING TO BE DAYLIGHT FLUOURE5CENT TUBES. / kBBREVIATION5 i .B. ANCHOR BOLTS L DJ ADJUSTABLE 1 K5 BOOKCASE LDS BUILDING T - --- - - --------.- M BEAM II 14 TR BETTER =M CUBIC FEET PER MINUTE GEILING COLUMN CONCRETE CONTINUOUS PENNY (NAIL SIZE) DEEP DEADBOLT DOUBLE DOWN DOWNSPOUT DISHWASHER EAST ENTRY KEYED LOGK5E EACH ELEVATION EXISTING FURNACE FACTORY FINISH FLOOR FRAMING FOOT GALVANIZED 6LA55 GYPSUM WALL BOARD HIGH H05E BIBB HOLD DOWN BY SIMPSON HEADER HEMLOCK HORIZONTAL ' HEIGHT j INSULATION MEDICINE CABINET MANUFACTURER MILLIMETER I MINIMUM METAL STRAP BY 51MP ON MICROWAVE OVEN NORTH j NUMBER j ON CENTER OVERHANG ORIENTED STRAND BO RD \yJ\NG OVENS DIAMETER POUNDS PER LINEAL F OT / PLYWOOD POUNDS PER SQUARE I SL PARALLEL STRAND LU BIER / PRE55URE TREATED :R REFRIGERATOR H ROOM SOUTH SHELF AND ROD 5GUAREFOOT 4 SIMILAR R SEALER I SHEAR WALL S TONGUE AND GROOVE P. TYPICAL UNLESS NOTED OTHER I5E RT VERTICAL WE5T WIDE WITH WOODi----------- _.- -- WATER HEATER J \� SITE PLAN ,z O // O O / O N I \\ 2 WATER WELL\ \\ 0'5M'T. 10'1 I I \\ �� ESM T0 BENEFIT \ \\ \ 3 EACEX. H SIDE 5 243 I I \ \ \ gGIRAVEL DR. It 40.00 �\ IN, \ \ (1.3 AG t TO TOP TO BENEFIT I 1 \ \ I\ \ OF B\�iNK) LOTS-1,2 4 3 1 I �452' TOE 10' W.L. E5M'T I \\ �� \ \ (SECONDARY i 15.00 1 \\ \ I \ \ \AGC655) j I 6,5T 1 38 T.2.7\ (FROM CL TO M.LJ It I 15.00 44q.1q' \\ 506.Oq' 30' WIDE E5M'T, \ \ �/ \ 1215.60 ' 1 10.3E I-, 4 FOR INGRESS -t \\ 1 381,2W' FROM (� TO M.L.) 1 I I 1 O E6RE55 4 UTILITIES \\ I I q SEE ROAD APPROACH \ 1 I 1ED PERMIT NO. 26g3iu Ll \ \ I 11 I 00 ! TO BENEFIT LOT5 243 \\ III w- 1 \1 I 2 j ! I•I 0 ry 11 1 I I I / III a 11 I I (SbAGtTOTOP ('1 y I 1 / OF BANK) ! l Q, L------ - 4 I 461.4q' 1 / N w � 0- - 2.01- MIT., 10'1EAGH 1411.a5' 0 /�i_ Ji • - ' SIDE EX15T (pGIRAVEL DRIVE TO BENEFIT 1532,65'(FROMCLTOM.L.) LOT 1,243 (7.OACiTOTOP �= = OF BANK) ------------------------- PLOT PLAN FROM SHORT PLAY MAP, TOPOGRAPHY FROM 1 100' q.34 -------------- / 0+// Pee�i / EXISTING POWER POLE ------------------------- 20' I \r------ 0 ,p ix---] I b # Z� O z 9W ry q 1 H F_ F�Niu v fa#w I I i X1U 0z RF �Q w LXwN gluLK I I 100't - - - r- q \\ tq wUJI J 1 c 11 / fi yy I c 1 I o e 1 f0 ef` g y O (\NGv I y R bPOLE I I : ! ;EXI� 16 SYSTEM (PERMIT•915. 3 BEORM it p'I 1N5TALLED 8/13/66 ® 4' W. OF TOP OF 25 �,�DDRE55 I6555 THORNDYKE ROAD, GUILGENE, WA g8316 `PARCEL NUMBER ' - 1 253 001, JEFFFR50N COUNTY L66AL DE5CRIPTION BILL 1`�KAY SHORT PLAT, LOT 2 (SECTION 25. T21N, R 1 W, WM,) 5CO:lE OF WORK 4DD 160 S�UARE FEET TO FIRST FLOOR, REMODEL 440 5F OF EXISTING Fl"T FLOOR, WITH NEW KITCHEN AND 1 AND 1 /2 NEW 3ATHROOM5. \ADD 3 1 SGUARE FEET OF COVERED TERRACE 1,ND 1 16 5F OF\i1NGnv ;=n T=.o a i� :ram S� APPROVE SITE PLAN a \ AUG 2 4 2005 A \'\ -A Y� O DEFT. OF '\ Q� SIGNATUR : � lil \\ 41 Z W I� \\, A O M z Q3 (SHEET INDEX \ 2 _--I \�\ � � oM00o�/ I5HEET 1 51TE PLAN, SPECIFICATIONS \ v SHEET 2 FIRST FLOOR PLAN, SCHEDULES\\ \ SHEET 3 SECOND FLOOR PLAN \ Q I5HEET 4 SOUTH ELEVATION, EAST ELEVATIO\, \ BUILDING 5ECTION5 \ I5HEET 5 NORTH ELEVATION, WEST ELEVATION\ \ BUILDING SECTIONS, CHIMNEY NOTES \ \ I I5HEET 6 DETAILS \ \ ISHEET 1 INTERIOR ELEVATIONS, GREAT ROOM \ \ SHEET a INTERIOR ELEVATIONS, BATHROOMS \ HEET q ELECTRICAL PLAN, FIRST FLOOR \ \ SHEET 10 FOUNDATION PLAN, FIRST FLOOR J015T PLAN\\I \ SECOND FLOOR J015T PLAN \, SHEET 1 1 ROOF FRAMING PLAN, ROOF PLAN l\ \ SHEET 12 STRUCTURAL NOTES 26 MAY 2005 I5HEET 13 STRUCTURAL DETAILS \ \ SHEET 14 STRUCTURAL DETAILS \ _ - - - SITE PLAN \ - - - - - - -------------_ -- - PECJFICATION��J_ N SHEET 1 OF 14 0