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HomeMy WebLinkAboutBLD2014-00349 *UILDING PERMIT APPLICIJN BRD14 00349 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00349 Received Date: 9/29/2014 SITE ADDRESS: 357 BROTHERS RD CHIMACUM, 98325 OWNER: MARK R PETERSON PHONE: 360-732-0278 BARBARA A PETERSON 357 BROTHERS RD CHIMACUM WA 98325-8782 SUBDIVISION: Block: Lot: PARCEL NUMBER: 80 1042023 Section: 4 Township: 28 N Range: 1VA CONTRACTOR: WARD CONSTRUCTION PHONE: 360-301-4792 1427 1ST ST PORT TOWNSEND WA 98368 Contractor's License WARDCC`925N7 Expires 8/27/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP DETACHED GARAGE, NO PLUMBING, NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 672 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: --/C4 Type Amount Paid By: Date: Receipt: Approved/Date Permit S278.00 JLA 09/29/14 151547 Plan Check S180.70 JLA 09/29/14 151547 State Building Code 54.50 JLA 09/29/14 151547 Total: $463.20 o, -'o,. JEFFERSON COUNTY 10 DEPARTMENT OF COMMUNITY DEVELOPMENT -'SHN, am/pm Mon. Wed Thur. Fri. )ate: Time Received: i7 Date: lr , Contact Name: 'SAN&S �,pfe0 Owner: l�l 3 `{� Contact Number: 360 'L Owner: ' L'tt- •N � 206 Address: gQ 11:'-3 " 206 - 3o1- +11Z RA S. 10 SVA• Bfrr c E - -id*. . &c. Notes: - L. Foundation Plumbing Framing Propane Tank Mechanical Framing Y. Under ground Furance Setbacks Under ground Above ground Gas Footing Rough In Air Seal Stemwall Hydronic Exterior shear Exterior lines Oil Interior shear Interior lines Ducts Straps Hot Water Htr Ventilation Appliance Post Hole Underfloor Gas/Wood stove Insulation Man-Homes Final Inspection Floor Setbacks Wall Address Posted Foundation Ceiling Block&Tile � JEFFERSON COUNTY 4, 4 DEPARTMENT OF COMMUNITY DEVELOPMENT ^ y1 Date: /1--/7 Time Received: l' ( si CL?pm Mon. Tue. Wed. tor Fri. Date: //– 70 BLD: /f—.3q9 Contact Name: Owner: / Contact Number: 360 3E-9 - Foy'o Address: *1 5"'7 if?,-49-fie.-3 /th 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall3L Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling / �2� atrrtrcaur uuur n r �S. a DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 0 -7Time Received: f 04' ( am/pm Tue. Wed. Thur. Fri. R4 (yo-'-`"'` Date: BLD: Contact Name: Owner: , i , = L Contact Number: 360 5'o 4'?C(2_ Address: �j 17 • S i�S6 f(X . 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks V/ Under-ground Framing Under ground Furance Footing C% Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ,,,,.°"O� `% JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT HINOt Date: 7 17 Time Received: . L._ am) Mon. Tu.) Wed. Thur. Fri. / Date: BLD: l — ' '.1-.`f Contact Name: J S Owner: Contact Number: 360 :30i t79Z. Address: 35'7 Bresitlei A D 206 f r Notes: f V'i/"S U kt Vr- _e_(eel- f, --- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block & Tile Ceiling losorr SON �.� °ct DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax: 360.3 79.4451 Web:www.co.jefferson.wa.us/communitydevelopment 11 y f NO'O E-mail:dcdnco.iefferson.wa.us MARK R PETERSON BARBARA A PETERSON 357 BROTHERS RD CHIMACUM WA 98325-8782 RE: PERMIT RENEWAL SITE ADDRESS: 357 BROTHERS RD PERMIT#: BLD14-00349 PARCEL: 801042023 DATE EXPIRES: 10/31/2015 PROJECT DESCRIPTION: DETACHED GARAGE, NO PLUMBING, NO HEAT According to our records, your building permit will expire on 10/31/2015 and has not passed final inspection. Please either schedule a final inspection prior to expiration or submit a renewal payment in the amount of$234 to 621 Sheridan St., Port Townsend, WA 98368 prior to expiration. You are welcome to make a payment online at: http://www.co.jefferson.wa.us/commdevelopment/Credit%20Card.htm To schedule an inspection, please contact our inspection hotline at 360-379-4455 and have your approved permit and plans available on-site. If you have any questions about your permit, you can contact our office at 379-4450 between 9:00 a.m. and 4:30 p.m. Monday through Thursday. Thank you, Elizabeth Williams Administrative Clerk SITE ADDRESS: 357 BROTHERS RD PERMIT#: BLD14-00349 PARCEL: 801042023 DATE EXPIRES: 10/31/2015 PROJECT DESCRIPTION: DETACHED GARAGE, NO PLUMBING, NO HEAT PAYMENT ENCLOSED: S234 \\tidemark\data\forms\F_BLD_Perm it_Exp_Ntc.rpt Standard Conditions for Residentevelopment in Jefferson County L,G.H T lNG: Lighting fixtures snail desicneo and hooded to -ne light source rrc n be no ir=ctl'; vs.o e from outs:de the boundaries of the crcperty The intens:ty or brightness of all I gr ;nc, during construction and after project completion shall not adversely affect the use of surrounding properties or ao oin.ing rights-of-way Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that ''takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition. the National Marine 2013-03-07 SF6 Sc^Cnndit:9r.z 3/7/2D13 J' e as S ..I,,.. can levy Illpe.paes. ijo-ticns of Jefferson Coin v I' JoEng mane .. .sere ar. h: bita*-.' c a _.cc species Deveioomer.t of pro any a" re S c : -i shoreline, cr fieodplains could harm habitat if protective measures are not takes. To mil im ze the potential to damage habitat, ail property cvwners developing adjacent to marine shoreline, freshwater shoriin� or fioodplains are advised to do the lobo\.. ng: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. ?/G/[Ctx 2 se Roof downspout serves up to 700 sf. Of roof I - 50' min. I - Vegetated I _ flow path _ cr Splash 'It block •. ......... 6 Downspout extension NTS ' Splash / block Figure 3.1.7 -Typical Downspout Splashblock Dispersion Vc :ime III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 • • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is maved_away from the foundation. Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure, slope steeper than 15%,stream, wetland, lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems;etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 Z3-a/ _76.--is Ijj ,i� 4' A _ I4 a y G?, 1 O 9 3 0 2 N a % JLi . tJ -: i), 2 �I SO w��=2Uo I;g N Li? 1,1 1�/ ' In -, </ <�,, ��nr o 1pnc.^,� 4m�o2�2 Z L., O' � 2W^ J0O ,47 c�4 W y� L ___.._ UOp V0�2y"W 2?0 ti� 6 c, 0442¢�5�W0�0 ,m . O wOU 0Sv120 ((�" Q W0.' .o W 41 2�2 v1vg�zal �'-�. 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H5050 V - - — � — r-� ► 111 � 11- \C� o N 4 I A \ I Ill ) r- • c / of `" - ri o I n "a3 I 1- 0 - � (13 C " o I ° Z s N` O J 4) kJtlir"1 1®I S-- 0 • w -I-- r �� t19 10 H5050 A �— • L tG C (N • ItrZ • 1 ::1 W o Cs) z � N oy = K a_ LL W w o --• LL IN JX1n11''1n111,'I a. a. W W LJY� p \ I_ _ •/_._��__--� ��.��.��.- -.�. ��-��������� •�����rt it �•nt�rt��rt♦rt V fltVt)�11./� / �'. 1 ....9 N t^O� JEFFERSC OUNTY • � � / �, 7 '‘.. �v-3 DEPARTMENT OF COMMUNITY DEVELOPMENT 5--(P b 3 ig 5 �' ' 04 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax �,�5 o$ www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): Tax Parcel Number: I '0 1 0) ,9-3 Property Size: f9--e) (acre quare feet) Site Address and/or Directions to Property: Property Owner(s)of Record: $1 PoliZ r 147,A P rj/1.-K R.II. 4 , -(-- ( 4h/ Telephone: 73a— 00,17 . Fax: email: Mailing Address: 35-7 gi o %/fe oAD C J/Ily/c ci/1-) Applicant/Agent(if different from owner): J A 't`3 604- <P Telephone: '3 6 df, 367.1 '1f 79 Fax: email: 44-1/W.56 2-Jyr'p S�'</1/0- Mailing Address:_ 0 gOX 01/IA f'8 R r �I2rJ^lSto,/ ' << li What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑Critical Areas Stewardship Pla r Ao S �l\J/7 IE W ❑ Demolition Permit ❑Variance(Minor, Major or Rea-. - ❑ Single Family [ '/Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or el ❑ Manufactured Home (� Modular ❑ Discretionary"D"or Unnamed ■I�ssification I ❑ Commercial* ❑ Special Use(Essential Public - •lilt-,)**SEP 2 9 2014 ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address_ __❑ Road Approach_ ❑Short Plat** j I ✓l ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan* JEFFERSON COUNTY ❑Propane ❑ Long Plat** r_r7.or COMMUNITY DEJELOPMEJ ❑oiyn ❑ Planner Rural Residential Development(PRRD)/Amenaments ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration*" ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions*" ❑ Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment 0 Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: • DESIGNATION OF AGENT I hereby designate �AM 9'3 t f/14 ft) to act as my agent in matters relating to this application for permit(s). , , q / 17 OWNER SIGNATURE f ? IY�if,. Date: !.��� 027 C�4/ By signing this application form,the owner/agent attests that the in rmation provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any require• a"inspections. Sta j a•*-: .and rig, of entry will be assumed unless the applicant informs the County in writing at the time of the applicati• e or she wa ,• : o-,-. / r 4 (•i ••°. Signature: f. •_ ��iLA Date: ' ►r!r - The action or ac'•'-Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or • endangered sp •es and could lead to a potential'take"of an endangered species as those terms are defined in the federal law known as the "Endangered '•ecies 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 efferson ounty development code.The Applicant acknowledges that he,she or it holds individual and non-transfr- -• - esponsibilit//�''• .s- en r, to and •' plying with the ESA. The Applicant has read this disci//a' er an igns dues it.below. Signature: .�' Zr, �' Date:" ��ih / L55/ G:\PemvtCen;T ###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc r BUILDER STATEMENT O1,011F5UIR 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: b1/197CD SI-K UC7raa./ Gk. ?0 / '7992. ) . MAILING ADDRESS: Pa 00 R all I a- EMAIL: CONTRACTORS LICENSE ` �+ WAINS �Q NUMBER: ni/W) CC 4k 902 7 NUMBER v%/ ,i ig �S� � ARCHITECT/ENGINEER: p��,t,�s.� PHONE ( ) Fax:( ) . MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: I Shoreline: Type of Sewage Disposal: ❑ New U Wood Existing: ❑: Sewer U Addition ❑ 'Steel 1 Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: _ Height: ❑ Individual System 14 ❑ Repair D Masonry • — SEP P ermlt# 03 — D Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public Nit. Total: Name of System: Niel— t If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank i Above ground Tank Size of Propane Tank: f..Heat Stove 1 Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other . Is this appliance being installed in a Manufactured f 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 Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 7q . ov . 2 °Floor Heated Consistency Review: a^� g .c)b Other Heated Base,fee: _ 27 g Jo Mezzanine • Additional Section: CI _oCJ Heated Basement Plan Check fee: I 1 Unheated Basement rQ I f 1 State Surcharge fee: 4. cp Other Unheated c912 sripk. Pot Water Review fee: 49_ Garage/Carport ?a I Crtip SUBTOTAL Decks 911/Rd Approach fee: ,e__, Other TOTAL: $ 7se� ' Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: .Fair market val of all labor and materials foundation to finish lie a I , ev-o Initials: G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-O8.doc 1 \`` so �o, JEFFERSO•OUNTY 0 DEPARTMENT OF COMMUNITY DEVELOPMENT .. 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.uslcommunitydevelopment ssy,No, 3 Tel:360.379.44501 Fax: 360.379.4451 I Email: dcdna,co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center ONLY COMPLETE APPLICATIONS ARE ACCEPTED. A COMPLETE BUILDING PERMIT APPLICATION CONSISTS OF: Master Permit Application Form. This form is to be completed for all permits. Each Building permit requires a separate Master Permit Application form. Consistency review will include checking environmentally sensitive areas, stormwater, site visits, lot coverage and setbacks, etc. The consistency review has an hourly fee. The total fee is calculated after the review and any difference must be received prior to issuance of permits. THE PROPERTY OWNER OF RECORD MUST SIGN THIS FORM. /Two Sets of Plans for Residential —Three Sets of Plans for Commercial. (Commercial app w/bev or food service requires Health dept Plan Review Form. Two sets of plans are required a building permit, one set is returned as approved construction set. Drawings to be provided with all dimensions &to scale, 1/4" = 1' preferred. If an Architect or Engineer(Licensed in the State of WA.) has prepared your plans, one set must have original signature & wet stamp on each page.At plan submittal all lateral &structural calculations by(Architect or Engineer)such as strapping, nailing, shearwalls, beam sizes, grade&species of lumber, truss design, holdowns, etc., shall be on plans and in details. Plans shall include elevations, foundation, floor(structural), roof plans, cross sections &floor plans with all rooms labeled. ❑ Manufa t omes require no plans at time of submittal, However, at time of all inspections, the required Set up i Dust be on site with permit or no inspection will be performed. (re-inspect fee will be assessed). ❑ M ile Hoi /rtrmation Form -record for Assessor office, must have all mobile home information. Floor plan—We need 3 copies.All rooms must be labeled. Submit on no larger than 11X 17 paper size. ❑ The Universal Plot Plan (Site Plan)— We cannot copy site plans larder than 11"x 17". If the page is larger than 11" x 17" please submit 7 copies. Make sure your plot plan shows setbacks where applicable from shoreline, septic tank, drainfield, between well and drainfield, from other structures, from property boundaries,from roads, etc. Refer to the Site Plan Checklist on the reverse side of this page to insure all requirements have been addressed. ❑ Water A``of a • Information -Gather and submit all required information on the well or public water supply, as describe) determination of Adequate Potable Water Supply application. Please skin and date this form. ❑ Energ ke Calculation Worksheet ❑ Applied for, or received, an approved On-Site Sewage Disposal Permit. *Please be aware that the system may need to be brought up to current regulations. If you have an older septic system and would like further assistance in this matter, technical assistance from Dept. of Environmental Health staff is available at an hourly rate.* ❑ Existing septic system is current with required monitoring inspection. If system has a pump, then 0 & M professional inspection within last 12 months. If conventional gravity, then 0 & M professional inspection within the last 3 years. Contact Environmental Health for additional information 360-3 -9444. ❑ Site Addrelsh form . ❑ Road Approvc� �r�,lication is required if you access your property from a Jefferson County Road. Please contact Jefferson CoGrityf'u.lic works at 360-385-9160 for application forms and fees. ❑ State High v Connection Approval is required if you access your property from a WA State Highway. Call Dale S s n t(360) 357-2736. /(Stormwater Management Calculation Worksheet —All building applications. If the project creates more than 2,000 ft'of impervious surface or will have land-disturbing activity of 7,000 ft2 or more, a Permanent Stormwater Control Plan and a Construction Stormwater Pollution Prevention Plan (SWPPP)will be required. ❑ Provide Any Studies or Reports for the Subject Property For example— Geotech Report, Wetland Delineation, FloodCertificate, etc. ❑ Shoreline Exemption Permit— Development within Shoreline Jurisdiction (200 It of Ordinary High Water Mark.) No additional form is required for single family residences unless storm water tight line to beach is proposed. ❑ Permit Fees are calculated and payable at the time of application. C TI II—r', rl I— p. -- a r.r.. ... • -.- .-...—. .-... . . . .. .— -... .-- --_ . ..--_ __. ._— r • • Site Plan Checklist A Site Plan. All site plans shall be drawn with a straight edge & features shall be to scale using an engineer scale. For Residential Applications A site printed on 11 X 17 to scale. Please show the following on all site plans. orth arrow Title block with the project name, address, drawing title, tax parcel number, & the name/address/phone of se person preparing the drawing. All Property boundaries, dimensions, total parcel acreage or square footage dimensions. 7 Building footprint square footage for all proposed & existing structures [for Site Plan Approval Advance Determination (SPAAD) applications show buildable area rather than building footprint] Environmentally sensitive areas such as ravines, seasonal creeks, bodies of water, wetlands, steep slopes, etc. = On-site septic system location or sewer lines (existing or proposed). Show measurement from foundation to septic tank, drainfield, & reserve area. Show transport line. Well locations, water lines &water meters. Show 100' radius around wells. Impervious surfaces such as driveways or patios. Show driveways all the way to access road, not just to the property boundary. /Setback distances from: o property boundaries to structures or use o distance between structures o distances from structures to environmentally sensitive areas such as wetland, shorelines, top and toe of steep banks or slopes, etc. :- Location of any easements &encumbrances such as utility or access easements. e-y Method & location of stormwater disposal facilitates such as drainage swales, tightlines, dry wells, curtain drains, etc. For applications on marine or river shorelines show ordinary high water mark, top of banks & heights of anks. Locate the Propane Tank, Size of tank, AIG or U/G& distance from nearest building. For Commercial, Industrial, Multifamily & Small-scale Recreational &Tourist Uses as listed in Table 3-1 A site plan prepared by a licensed civil engineer, architect, or landscape architect containing the following information in addition to the general information required above(in these instances, site plans may be printed on larger paper). 2 All existing & proposed development or use areas. Existing structures &significant features on the subject property & on adjacent properties. Property lines, adjoining street, & immediately adjoining properties &their ownership. The layout of an internal vehicular & pedestrian circulation system, including location &dimensions of existing & proposed improvements on public right-of—way such as roads, sidewalks, & curbs. = Corner grades&existing contours of topography at five-foot contour intervals. = Existing & proposed grades &volume& disposition of excavated material, if applicable Natural drainage direction & storm drainage facilities & improvements. = Locations of all existing & proposed utility connections. = On-site septic system location or sewer lines (existing or proposed). Show measurement from foundation to septic tank, drainfield, & reserve area. Show transport line. Well locations, water lines &water meters. Show 100' radius around wells. Parking spaces&driveways. = Proposed landscaping. WARD CONSTRUCTION Page 1 of 2 • • CIWashington State Department of Alp Labor & industries WARD CONSTRUCTION Owner or tradesperson 1427 1ST ST WARD, JAMES H PORT TOWNSEND. WA 98368 360-301-4792 Principals JEFFERSON County WARD, JAMES H, OWNER Doing business as WARD CONSTRUCTION WA UBI No Business type 602 859 285 Individual License Verify the contractor's active registration/license/certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WARDCC*925N7 Effective—expiration 08/27/2008—08/27/2016 Bond Wesco Insurance Co $12,000.00 Bond account no. 46 W 8002272 Received by L&I Effective date 08/06/2012 08/03/2012 Expiration date Until Canceled Bond history Insurance Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00016681-02 Received by L&I Effective date 07/28/2014 08/15/2014 Expiration date 08/15/2015 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602859285&LIC=WARDCC*925N7&SAW=- 9/29/2014 *BUILDING PERMIT APPLICAIN BLD14-00349 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00349 Received Date: 9/29/2014 SITE ADDRESS: 357 BROTHERS RD CHIMACUM, 98325 OWNER: MARK R PETERSON PHONE: 360-732-0278 BARBARAA PETERSON 357 BROTHERS RD CHIMACUM WA 98325-8782 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801042023 Section: 4 Township: 28 N Range: 1\11 CONTRACTOR: WARD CONSTRUCTION PHONE: 360-301-4792 1427 1ST ST PORT TOWNSEND WA 98368 Contractor's License WARDCC*925N7 Expires 8/27/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP DETACHED GARAGE, NO PLUMBING, NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DE RAGE: 672 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Ir 4 Type Amount Paid By: Date: Receipt: Approved(pate�ED Permit $278.00 JLA 09/29/14 151547 Plan Check $180.70 JLA 09/29/14 151547 OCT 31 2014 State Building Code $4.50 JLA 09/29/14 151547 Total: $463.20 Jefferson County DCD \\tidemark\data\forms\F_BLD_App_Bld.rpt 9/29/2014 house I I l" i Roof FI ( downspout serves up to 700 sf. Of roof 50' min. Vegetated � flow path ilii I Splash .:....... block i••••••- liy Downspout extension NTS j Splash block Figure 3.1.7-Typical Downspout Splashblock Dispersion • Vc :one III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved..away from the foundation. Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line,structure,slope steeper than 15%,stream, wetland,lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems,etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 Standard Conditions for Residenti.evelopment in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source fro.n being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit sha!l require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Churn salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07 SFR StdCon ditions 3/7/2013 Fisheries Service can leery ities. Portions of Jefferson County. ;ring marine waters, are included as "critical habitat" for a list pecies. Development of property along any marine shoreline. freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or fioodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06_5FB_StdConditiors 9/6/2013 2 cn 0 O.O 4c Z O N Z AN a)t" oN O N -Ti �tv 0a00 0`CO3 sn haw xo10izomo� N ]� ba '"S'm02rnTo�Z i r.,, r71 k dip �ti00A r O o. ooa2yZ 2w�r, (n r y 2 r 0 ° 'moo , i�o"�o,°i, z D D y z �''2�o� o� ;{ O A O A C w ri 2 -i ci� Q zvi �rii C O A O y -Di O A o0 o2 a 0)55° 0� ^^ r7 C�..i °�p AAAprq C)1-0— lJ C� mAA yO 0 • N. a202ymA2vc� a°O~ `C 0,OAAA� V O Cf� R%�sm� T20 8 o O= raOxr 12 T1 0.0 T ,z,-,1--- p l[ � V A006›.0 0�OS L _ ^ Oa O 0S a A2pt Z( 20 VI I+i O `If) v 1 (��• 1 ril `r � ' VI y \%„'—-� • a Iih - n co A Z ; o\jd '•.A��'' S ld37"48 W 4 -< ,3y6 li"4 / 76.J7 N , zx / i (--•,----1. o Q rr O W T_4 vs) ° V Tr ti ' �.1 AA [� ti\ o j O� ° / YI C I IV Po i V� %1E A m o A0r C7 m \ 1 �• ik.a/ . a. r f o 2 ch CI 3 T ---ID m / /hi/ i g2'SZpvZ 5 /� I\ / °a ti 3 gl5 \ / 0 5. o b 2 cn n � p O k V� L: rnr, :)'ir•(a'`' 4'a " y 4,�.\\S Jy At B0� .�9 \1 , , S� A� 2` y' Srr,JJ D \/ 0 0 JS. b rri S 1c159'18" W "--- C, 7J z`"� 1075.57 m el- oopm 16) 8 _ A cp , per m z CO MI R ' z o qiCI till co M. � co 0) G) 1{� 5 `«4 .2 4�.2 1 oFront Parcel Review • 31-0 /y zeSY� Parcel 801042023 Printed: September 30, 2014 MARK R PETERSON Site Address(es): BARBARAA PETERSON 357 BROTHERS RD CHIMACUM, WA 98325 357 BROTHERS RD CHIMACUM, WA 98325-8782 Parcel Number: 801042023 S-T-R: 4-28N-1W Total Acreage 20 Legal Description COUNTRY RIDGE PARCEL 23 Land Use: 1100 Flood District: Fire District: 1 Planning Area: 6 Flood Map (FIRM) Panel No: School District 49 Zoning: /;/j /n COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES [ ] ESA's: Special Reports Nearby YES N.0- [ ] Designated Ag YES 1)321" [ ] Shoreline Designation: YES 1SD- [ ] Shoreline Slope Stability: YES N9- g,- ( r 1 Stream Type:Y�,s-^NO y/t S Ak,A s_h__C„..�^� (Fr c/„ox1 S7B^u ,,e ,s Ai„..... ge.,„t 4/D f� FWHCA: YES NO / ) / <r"` '"kfr`c� sr°"°" J Wetlands: YES 1\0— Rare Plants:YES >0' Seismic: YES N�% Landslide: YES N9- Flood: YES -. Erosion: YES _No-- Aquifer Recharge Area:YES NO- SIPZ: n At Risk High Risk Coastal CMZ: High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES .1 — Adjoining Forest Lands: CommerciaV — Rural/ i Inholding [ ] Mineral Lands: YES Ny-- [ ] Agricultural Lands: YES N [ ] Archaeology: YES 1:3)' [ ] No Shooting Zone: YES ■ -- [ ] Stormwater: New Impervious Surface J,dap Land Disturbing Activity J/O ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure: irport YES Ct2 MRL YES 0° Forest Lands YES g [ ] Landscaping Required: Yes 110 [ ] Parking Spaces Required �0 2 Other I 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: /,y' Resource Lands&Public: 10% Rural Residential: 25% Rural Industr' er UDC Sec 6.7 Rural Commercial: 60% u • /o Area of Building Coverage:60%in Rural Indus ands only [ ] Total Building (s) Size: / 460.4fne„u) RVC:20,000 SF CC: 5,000 SFiNC:7,500 SF GC: 10,000 SF All others:subject to septic&w ter constraints/None specified [ ] Setbacks: Front: ?-u Left Side: s Right Side: S Rear: 3— Shoreline Setback: — LSHA Setback: — [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES Ex [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes N� [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO,submitted: YES NS,_ [ ] UGA No Protest Agreement YES � submitted: YES N/ [ ] Site Visit conducted YES I�i1 [ ] Require Final Zoning Approval YES [ ] ADMIN: Setba - ered in Permit Plan case N/A YES New P. ags entered in Permit Plan N/A YES -cial Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 801042023 Review Cases Name Type Status Planner BLD14-00349 PETERSON P Application Received: 9/29/2014 Permit Issued/Case closed: Case Finaled: DETACHED GARAGE TTUMBING, NO HEAT BLD93-00744 SLOAN C Application Received: 10/14/1993 Permit Issued/Case closed: 11/5/1993 Case Finaled: single family residence OTH93-00119 SLOAN A Application Received: 10/14/1993 Permit Issued/Case closed: 10/26/1993 Case Finaled: water review M LA01-00619 BLD01-00701 MLA01-00619 PETERSON I F Kevin Russell Application Received: 12/20/2001 Permit Issued/Case closed: 1/15/2002 Case Finaled: 9/9/2003 SINGLE FAMILY RESIDENCE OTH02-00025 PETERSON F Application Received: 12/30/2002 Permit Issued/Case closed: Case Finaled: WET SEASON EVALUATION SEP03-00143 PETERSON F Application Received: 6/3/2003 Permit Issued/Case closed: 6/18/2003 Case Finaled: 8/27/2003 was SEP98-252 now filed here SOM03-00143 PETERSON F Application Received: 8/27/2003 Permit Issued/Case closed: Case Finaled: CAR98-00343 PETERSON F Application Received: 12/11/1998 Permit Issued/Case closed: 12/18/1998 Case Finaled: 12/18/1998 New mound septic system. SEP93-00319 SLOAN C Application Received: 8/11/1993 Permit Issued/Case closed: 9/14/1993 Case Finaled: SEP98-00252 PETERSON C Application Received: 12/11/1998 Permit Issued/Case closed: 12/2/2002 Case Finaled: Now filed w/SEP03-143 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/30/2014 Page 2 oft BLD14-00349 QUILDING PERMIT APPLICAAN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00349 Received Date: 9/29/2014 SITE ADDRESS: 357 BROTHERS RD CHIMACUM, 98325 OWNER: MARK R PETERSON PHONE: 360-732-0278 BARBARA A PETERSON 357 BROTHERS RD CHIMACUM WA 98325-8782 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801042023 Section: 4 Township: 28 N Range: 14) CONTRACTOR: WARD CONSTRUCTION PHONE: 360-301-4792 1427 1ST ST PORT TOWNSEND WA 98368 Contractor's License WARDCC*925N7 Expires 8/27/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP DETACHED GARAGE, NO PLUMBING, NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 672 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: qlr Zut-T`r der Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $278.00 JLA 09/29/14 151547 Plan Check $180.70 JLA 09/29/14 151547 State Building Code $4.50 JLA 09/29/14 151547 Total: $463.20 • 1\tidemark1datalforms\F_BLD_App_Bld.rpt 9/29/2014 4,y- JEFFERSC WJUNTY • l iy ( ,_ " DEPARTMENT OF COMMUNITY DEVELOPMENT „.a• 4\ `4 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax \ �<qSO�/ www.co.jefferson.wa.us!commdevelopment Master Permit Application _ MLA: Project Description(include separate sheets as necessary): N&nil (v 19 141' 11ti^ 4/ 11?-) e`---e-4- Tax Parcel Number: _ D U ( '01,2 o 3 Property Size: Cacres! quare feet) Site Address and/or Directions to Property: Property Owner(s)of Record: in 1 r 1:417'4 ° 15 B/1-A14 ,t EKS rh i7 Telephone: -734z-- O .7 Fax: email: Mailing Address: ' -? e' O 77' 6Y( k0 r4 D C 4 NM /C j"ryl Applicant/Agent(if different from owner): J A*13 G(!/ 7 _ Telephone: 3 b dp 3 e' `17407 Fax: email: 44--4)(-514'60) 5'&</617 Mailing Address:_ D 6Z5X //72- td/ r T lr-Wr co,A f7 , G4'A» What kind of Permit? (Check each box that applies ❑ Lot or Road Segregation ---- -- -- ❑Building ❑ Critical Areas Stewardship Plan (a 'r-= Demolition Permit ❑Variance(Minor, Major or Reasonable Eco?oorwi vs J- `J L ❑ Single Family Garage Attached/Detached ❑Conditional Use [C(a),C(d),or C]** -- 1 ❑ Manufactured Home Modular ❑ Discretionary"D"or Unnamed Use Classification II 0 Commercial* ❑Special Use(Essential Public Facilities)** 14 O Change of Use ❑ Boundary Line Adjustment l' O Address__ ❑ Road Approach_ ❑ Short Plat** `/ ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** =/ ❑ Propane ❑ Long Plat** .,,g ❑ Planrreo Rural Residential Development(PRRD)/Amendments"T--- ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Aevance 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: i DESIGNATION OF AGENT I hereby designate 1!ArPle3 IL X)7 to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE {/tj ,2-l'✓d� `� Date:r��la�=a -7 � By signing this application form,the owner/agent attests that the in(rmation provided herein,and in any attachments,is true and correct to the best of I his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any require/1. - inspections. Staff access and rig r of entry will be assumed unless the applicant informs the County in writing at the time of the applicathn illy e or she wa of,e. / / Signature: iG._ �� Date: � r3( �T 4 The action or actin Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered spe es and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered ecies 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.- , in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf- •ble esponsibility eripgto and c mplying with the ESA. The Applicant has read this discla' er and signs and d it below. Signature: c Date: O1 / '�` r:'\n,-nn;rrr„. ,t :--.Prin\i u `.nun Fr1RNrC\r,....,...non c,....„.,■r....._,,.__-. ._.-,-_.... ., , AOBUILDER STATEMENT 0%�, /1?y 1 k._ (�� The signer of tr.is statement does hereoy certify that they are the Owners of me iricii.,I rcteren:ee herein,that they are not licensed cont-actors and That they will be assuming the responsibility of the General Contractor for the proposed project Signature: Date I GEN=RAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: P,ICHE: FAX: 1,V11"1D ( t S rr U c,i( :-% 76 / 'F7 i Z ) MAILING ADDRESS: 0 63t r oZ/ / EMAIL: CONTRACTOR'S LICENSE p / 5 WAINS ,r NUMBER: leliA,Vf7 C(_- 6/72 / ' 7 NUMBER ()%t, ,t Q" 7 _ ARCHITECT/ENGINEER: I�jq,Z.�.!,Z,/2--G ky{ PHONE ( ) Fill(:( ) MAILING ADDRESS: / EMAIL Project Type: i Frame Type: Bathrooms: i Shoreline: Type of Sewage Disposal: ! H. New i T Wood Existing: , = Sewer Addition E 'Steel Proposed: I Bank _ Community System • Alteration/Remodel 1 Concrete Total: _ I Height: E Individual System Repair - Masonry I -_ I SEP Permit# 03 1"1 Bedrooms: I Water Supply: Demolition Other: pp y: Existing: _ I Setback: E Private well C Two Party Proposed: i Type oWi fk- Total Public Name of System: jV 14- If this is a Commercial Protect 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 •1 ■33C Occupancy: IGC Type of construction: Will you have Food Service? Yes i No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank 1 Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove i Other _ Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, ( including the reserve area. Square Footage ' Current Proposed For Office Use Only j Amount Revision Main Floor Heated EH Bld App Review: --7C; U c ( 2rd Floor Heated Consistency Review: ��p . 0 Other Heated Base fee: G v Z7 • 00 I _ Mezzanine I Additional Section: jci , uU Heated Basement Plan Check fee: / • I Unheated Basement /6/ 118 State Surcharge fee: i i, c-c? __ _ ! � Other Unheated• C91i2 Pot Water Review fee: j -- Garage/Carport ^J • 7 SUBTOTAL i 702 /, 0 JDecks 911/Rd Approach fee: `____ . • Other TOTAL: 781_ Zo Receipt Number: i ICash/Check Number: ESTIMATED COST(REQUIRED) Date: I 'Fair market vat of all labor and materials foundation to finish a 1 ©r�� I Initials: I I — I:•\➢r.,..;,c—i =E-rtr4-lR isi..CUlR rI FOII\FA rl,r.r,.t?lItI ^.m-.c\\f.:.F.P>.�,:r -\ i ,nn.+c.'O.i:3,,nr . • • � �SON oaG JEFFERSON COUNTY 0 7 Q� o ti �� DEPARTMENT OF COMMUNITY DEVELOPMENT SEP 2 9 2014 '621 Sheridan Street • Port Townsend • Washington 98368 O 360/379-4450 •• 360/379-4451 Fax �sINO� http:!/www.co.jefferson.wa.us/commdevelopment/ JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: 4:, 6 DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E., SITE] Size of parcel c#2 acres An L' An acre contains 43,560 square feet. Multiply the acreage by this figure. 9 Size of parcel in square feet I /4, 700 sq/fl Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow,elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. sq/ft Circle: Yes Well, utilities,etc. sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking,roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft CY et-0 Other compacted surface, etc. // sq/ft Indicate Total Volumes of Proposed: / Total Land Disturbance Ciro sq/ft Cut Fill /d (cu/yd) [over] stormwater rale worksheet Rev 9.9.2010—Pry 9/919010 (ai l � • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. • STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW �} EXISTING Structures(all roof area) It0 717) sq/ft Structures (all roof area) c9-19-trt) sq/ft Sidewalks 0 sq/ft Sidewalks sq/ft Patios d sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc /0/077v sq/ft Other sq/ft Other sq/ft Total New 2_sq/ft Total Existing /?7��sq/ft / TOTAL NEW+ TOTAL EXISTING* 1 J) 07)-U sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment, DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage X % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners oft ffected propert /di ( •••'. ER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No elnrm,.a,a.Halo.•rn,Lahaa,Pa,,9-9-7111/1._9F11 91911111!1 Map Output Page 1 of 1 T` COMP go' icv —�_-., yyy_ 907333448 9Us337414 -II 4::niA f �- i -9013330'5 ovi 901333006 i i CM 12 r_ c f"r1 s 1 E� IN:901333014: - - -1-- ¢, - - _ ,r. I �{ ; + 'r+ Legend . .. -IC_Road s r NAY 05 g �,•r.y ti 1 Parcels-H r 1 le 1 ,*a.t 2013 Aerial Photos WM 4 r I r. ,. 11 Calli R • • 7 • . ‘J- . :fry', } .: f.' _ t- 1 �',a y, F --- �iV en '1 5 II f, L w asfi'.,. A .801042021 COS in I CMS I I a„ 2 445. • Yam vo.+ded 9Y Je112-svf Coady Coital Services G ` ' FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Oct 28 14:43:35 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=Tru... 10/28/2014 Map Output • • Page 1 ol 2 ArcIMS HTML Viewer Map ,---.-- 'i 1----1 "V .... p'73,4 . \ , * - t , 4 e"P , , , '-o c2 1 ,—.L. , , — E \ , ci.. .....------- Mee,etreded ty.eCescrICwey Cestrd Se ye=GIS , I 832' http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.08cFortn=True... 9/30/2014 Map Output • • Page 2 of 2 Legend Selected Features JC_Roads Parcels-H County Zoning M PR.SF Tracts Rural Resident tal 1:5 Rural Resident al 1:10 Rural Resident al 1:20 MPR•Smga Family ■ MPR-MuttdamRy MPR-Resort Complex Parks and Recreation ■ MPR Open Spam leRural Forest ■ Comnwrcal Forest In hold mg Forest I lacy Ind astral Airport CPF ■ MPR•VdLago Cantor al AP1:20 ■ Rural Village C enter . Resource Based Ind. Light Industrial M PR•Recreation Waste Mgrrd CPF LL'M LAC ■ Crossrows•GC ■ Crossroads-CC ■ Crossroads-NC ■ AL 1:20 UGA-Urban Commercial UGA•Urban Leg hl Industrial UGA•M OR UGA-I I DR UG4-Pu bloc UGA•LOR UGA-Visitor Oriented Commercial MPR•RRN Rrtnnon CF-ffi]'MRLO Commercial Forest- M moral Rome rue Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Sep 30 16:04:05 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/30/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map i ( -.. 1 p f II r � , ./.4 Z' 77 ir A\�` Legend i. '� _..I 1111 �� -- �. Selected Features , JC_Roads �-- Parcels-H ��.. DNR FP Stream pp. Classification •,� F•FKh llabnal *,; ,A/, N-Nam fish Ilabnel (r._ \\ 11ge i — !�f- Np•Non-fish Ilabnal Porrnn�l De co ol '� ! RltAc f • ,r5f Ns Non-fish Ila6nata �nai �' i �! .� S Immn brW Shoreline 11 `� W v `k ` �_ _M1�ti'b i , -.. __ — . is Now 3 fy~y^�� m Mips brooded h assb n co ae Canny Cam!Se a .GIS / i i FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Sep 30 16:06:06 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/30/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map _ _ I \\..----.N'Ve-"--"X--. , s°�r I 60tq . . I r I 1 , .. , ,, \' '' ' Legend ---�,,- Selected Features JC_Roads I( f Parcels-1i )q L_ DNR Streams Typc 9 1 1 Type 5 1t1i' Type i 1 - Type 3 --31142 RI" /v t, '�� iLrY: i Type 2 '\ .4 r_________ -- „.../ Type I Sr dir/ Other �� s / Wy h t� _ C „ _,.... ------------\_____k FY I m —h 4f -_-- __ shot rxtcoded Cy Jaltesm Cwty Cmtal StrOor GIS ; SU $3911 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Sep 30 16:06:27 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 9/30/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I I \ , ZA,,-/J 1 \ W .� Legend t JC Roads _ Parcels-H '} Parcel Tags-H II� No Spacul Report 'Fq • &Recut Report t , r w I I \ m E w Fl- t+`l 1 . ri r CvMaps warded w Jelsst urly Caws Sanaa GIS 0 1 I !11011 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Sep 30 16.11:25 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/30/2014 Map Output Page 1 of 1 •ArcIMS HTML Viewer Map • y ,. ,,, . '—,1. \ c _____11---q- 1,, ; 1 -'s ... ._ .. ., .. L .411 2 t tr!.' 1s (T I } Legend 1 (i Selected Features JCRoads o J . tr. 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' J fff 1 U 1 \t � IP' f f-,,,,. 80106/007 , / ,t-,,-.4, 1 801061006 • 801061003 �L °o( ( 1101042004 Legend l u S� lc 1 :' " 1 Selected Features 801081002 ("7---807042023 l ,J f JC_Roads • ` '> 1) i y Parcels-H I Pi' r 4Jti G l' o I �r 5 ( -r-� ' j' / __ Contours I \--1801042022 601061007 ' 1 I 10 Fool Contour t 5 ,. I J �� 1., 54 Foos Conioer 601051004 i i ` I 801067011 —} ' 906900001 i i 1 S + , i f „A + ',�p�+m In A (9 f , . X :, . ao ( C ' ( I \I "I44.. \ ----- / ) Al 1 $070015I023.. • ::(4,2026---- .; ,� �'•� �� a, -f 8o1a2o2r Maw Fronded W Jles.Cooly Coyne Bross GIS ? 601045021 4' \ 41611 C.-. f FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Sep 30 16:25:09 2014 1 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/30/2014 • • soN � kw� O6 DEPARTMENT OF COMMUNITY DEVELOPMENT W t 621 Sheridan Street,Port Townsend,WA 98368 "< Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.iefferson.wa.us/communitydevelopment E-mail:dcd @co.iefferson.wa.us '145'11 I N G�O� DESIGN CRITERIA FOR JEFFERSON COUNTY ➢ Seismic Zone D1 -West End is D2 ➢ Wind load are 110 MPH with 3 second gust ➢ Wind load are 130 MPH with 3 second gust for West end of Jefferson County ➢ Wind Exposure B,C,or D depending on site conditions,see reverse ➢ Soil bearing capacity 1,500 lbs unless there is a geotechnical report ➢ Frost depth 12" below grade ➢ Roof snow load 25 PSF -Brinnon&West End 30 PSF • West End is Forks, Queets,etc. ➢ Live loads for residential construction USE LIVE LOAD lb per sq ft Attics with limited storage 20 Decks 40 Exterior balconies 60 Guard and Handrails 200 Guard in-fill components 50 Floor Joist 40 Stairs 40 ➢ Dead loads for sizing wood members 10 lbs (typical) ➢ For commercial constructi Dn live loads see table 1607.1 in the 2009 IBC or ask a plans examiner for details. i Jefferson County Building Division Permit Number: BLD14-00349 Applicant: PETERSON BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes S• etbacks ►i'Ic '(i f,� Erosion Control !� /1- ji'11b/iI ter .9E. yZ 1N5 i 41-a 0564 l Foundation Footing / 44444 .acgik Footing Drains Foundation Stem Wall 1,/Z`,//r,/ Straps(hold downs) Ext.Shear Wall Nailing F• raming B• locking Wallboard Nailing DrywelllAlt Drainage Address Posted '112.11 s'e Septic System Finaled Septic System Finaled sep03-143 A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION l /?`111 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00349 1.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) This approval is for a 1,000 square foot detached residential garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 4.) The site plan as submitted with the building permit application on September 29, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 28, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) TSW 11tidemark\data\forms\F_B LD_Perm it_BIdg.rpt 10/31/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00349 Received Date: 9/29/2014 SITE ADDRESS: 357 BROTHERS RD Issue Date 10/31/2014 CHIMACUM, 98325 Expiration Date 10/31/2015 OWNER: MARK R PETERSON PHONE: 360-732-0278 BARBARAA PETERSON 357 BROTHERS RD CHIMACUM WA 98325-8782 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801042023 Section: 4 Township: 28 N Range: 1' CONTRACTOR: WARD CONSTRUCTION PHONE: 360-301-4792 1427 1ST ST PORT TOWNSEND WA 98368 Contractor's License WARDCC*925N7 Expires 8/27/2015 PROJECT DESCRIPTION: DETACHED GARAGE, NO PLUMBING, NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 672 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $278.00 JLA 09/29/14 151547 Exist: Exist: Plan Check $180.70 JLA 09/29/14 151547 Prop: Prop: State Building Code $4.50 JLA 09/29/14 151547 Total: Total: Total: $463.20 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED RECORD DRAWING NOTE THIS IS TO CERTIFY THAT THIS ON -SITE SYSTEM WAS INSTALLED BY LANDMARK EXCAVATING IN ACCORDANCE WITH THE APPROVED DESIGN AND VERIFIED THROUGH PERIODIC OBSERVATIONS OF CRIDCAL STAGES OF CONSTRUCTION, SUCH AS PRESSURE TESTING AND FINAL INSPECTION. TO THE EXTENT REVEALED BY THESE PERIODIC INSPECTIONS, THE SYSTEM COMPLIES WITH ALL THE CONDITIONS NOTED IN THE PERMIT (SEP03- 00143) AND WAC 246 -272. THESE RECORD DRAWINGS ARE ONLY AS ACCURATE AS CAN BE EXPECTED FROM PERIODIC INSPECTIONS BY THE DESIGNER AND FROM CHANGES OR RENSIONS SUPPLIED BY THE CONTRACTOR TO THE DESIGNER. THEREFORE, WHILE IT IS BELIEVED THAT THESE RECORD DRAWINGS GENERALLY DEPICT HOW THE PROJECT WAS CONSTRUCTED, SOME PORTIONS OF THE PROJECT MAY NOT ACTUALLY EXIST AS SHOWN ON THESE RECORD DRAWINGS. INSTALL 1,000 GALLON TWO COMPARTMENT SEPTIC TANK 1000 GALLON PUMP _ CHAMBER APPROXIMATE LOCATION OF EXISTING DRIVEWAY— July 14, 2003 7:59:13 p.m. Drawing: PETERSON SEPTIC DESIGN (RCO DWG).DWG.OWG © CREATIVE DESIGN SOLUTIONS 2003 CLEANOUT 4" GSTP PPROXIMATE LOCATION OF EXISTING 2" SCH. 40 WATER LINE (PER OWNER) e CONTROL PANEL �S� /Sl�Nc O 2 ROq A' J r / \ ,C900 PVC ENCASEMENT OF 1" SCH. / PVC FOR 10 FEET MINIMUM ON EACH CH l SIDE OF WATER LINE l If I 1.25" SCH. 40 PVC (INSTALLED 16 INCHES MINIMUM BELOW EXISTING WATER LINE) I 11.6' (LOCATION PER OWNER) / / / N ,y 8 I 50 2 APPROXIMATE LOCATION OF EXISTING TREE LINE___ ®3 ----------- _--4 m N. / ?• 39,E S/Q F 7 ��J 6 / r , L I / APPROXIMATE LOCATION OF \ EXISTING GRAVEL DRIVEWAY / / 1 i i i 1 1 i ACCURACY NOTE PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT, THE RECORD OF SURVEY RECORDED IN VOLUME 13 OF SURVEYS, PAGE 127, RECORDS OF JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY ASSESSORS AND AERAL MAPS, PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT AND ON JEFFERSON COUNTY AERIAL MAPS. THE LOCATION OF PHYSICAL FEATURES IN RELATION TO EACH OTHER IS APPROXIMATE ONLY BASED ON HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY. RESERVE AREA NOTE ALTHOUGH NOT REQUIRED, IT IS RECOMMENDED THAT THE AREAS REPRESENTED BY SOIL HOLES 1, 2, 3, & 4 BE PROTECTED AS A APPROVED STORMWATER PLAN OCT 2 rlq JEFFERSON COUNTY DM. OF COMMUNITYDEVELOPMEN 0 20 scud / / / / I NO EQUIPMENT, STOCKPILING OF MATERIAL$ OR / ANY CONSTRUCTION ACTIVITIES ARE ALLOWED / WITHIN 30 OF THE RESERVE ABSORPTION / AREAS (TYPICAL, ALL SIDES). / ��- TWO GLENDON 810FILTER M31 UNITS. / EACH GLENDON UNIT HAS 225 SR FL OF INITIAL ABSORPTION AREA (TOTAL OF 450 SO. FT. FOR BOTH PODS). THERE IS A TOTAL OF 420 SO. FT. RESERVE ABSORPTION AREA (BASED ON J,5 FT. TO ALL SIDES). J 13FF fill I) (v �' -T ' I IiYCwFtON^FPd �_l REVISION DATE SEPTIC SYSTEM, PARCEL X801042023 -'N CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN DETAIL RECORD I� Septic System Designs, Permits, d Inspections SHEET 1 OF 1 DATE: 7114103 FOR: MARK &' BARBARA PETERSON DRAV�NG CDS P.O. 609 2787, 0) 45 - ANGELES, WASHINGTON 88362 ___ __. 4(28 -1E) CI?�` (800) 385-7296, (360) 457 -6353, EMAIL MIKE @CDS4YDU.CDM 1 0 200 SCALE IN FEET ACCURACY NOTE PROPERTY LINES ARE BASED ON NVFORMATION PROVIDED BY THE CLIENT, THE RECORD OF SURVEY RECORDED IN VOLUME 13 OF SURVEYS, PAGE 127, RECORDS OF JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY ASSESSOR'S AND AERIAL MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES ARE BASED ON INFORMAT70N SUPPLIED BY THE CLIENT AND ON JEFFERSON COUNTY AERIAL ?GAPS. THE LOCATION OF PHYSICAL FEATURES IN RELATION TO EACH OTHER IS APPROXIMATE ONLY BASED ON HAND COMPASS AND A COMBINADON OF PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY Mqy 28, 2003 7.27:30 Drcwing: PETERSON SEPTIC DESIGN.D WC. 0;1'G CREATIVE DESIGN SOLUTIONS 2003 REVISION DRAWN BY: MICHAEL S. DEENEY SHEET 2 OF 7 I DATE: 5128103 T,-I\ 3C7 RCEL 2.3 SEE SITE PLAN DETAIL SHEET APPROXIMATE LOCATION OF APPROXI ?,FATE LOCAFiON OF EXISTING ' EXISTING GRAVEL ORlVE1MY DRAINAGE /ST P, EA.?d (ROUTE NOT MAPPED) �N'a' `'sue ooh — ` APPROXIMATE LOCATON CID \ OF EXISTING WELL ('WITH 100' SETBACK SHOV /N) n APPRO:'I ?GATE LOCATION ® ' OF EXISTING CULVERTS ' PROPERTY LINES \ I 3 APPROXIMATE LOCATION OF EXISTING GRAVEL DP,IVEV /AY N N )� rn 60' EASEMENTS N /p op v 'a THIS IS A PLANNING DOCUMENT ONLY NOT FOR CONSTRUC770N UN-71L SEPT7C PERMTT IS APPROVE �`` LXPIRES 08/18/04 "l SEPTIC SYSTEM, SITE PLAN FOR: MARK & D 8Y THE HEALTH DEPARTMENT PARCEL 118010420,2\3 RA RRA RA PiC-TI -P cn A I APPROX. GATE PROPERTY LINES APPRO f"i STORMWATER FLAN JEFFERSON COUNTY DEPT.`OF COMMUMT DEVELOPMEN7 SIGNATURE: ­,%._.— ,/� , , riN7- �S CREATIVE DESIGN SOLUTIONS " Septic System Designs, Permits, d inspections r� N l� r x W z Q tea. ti N N d f. d V1 �A Q V RB6VTWO STORY GAR9GEFOR: SEP 2 9 2014 BARB & MARK PETERSON, 357BROTHERSROAD, CHIMAMM, WA 98325 JEFFERSON COUNTY CONTRACTOR jAjMES WARD, WARD CONSTRUCTION F COE4MUNIiY DEVFLOPMr" t t ' JEFFERSON COUNTY DCD NEW 28'x 24' BUILDING PLAN REVIEW ❑ APPROVED AS SUBMITTED APPROVED AS F"' .a) Reviewer r a • ♦ ti • r EXISTING TWO STORY GARAGE/ STORAGE Im ol PREPARED, THE DESIGNERACCEPTS NO RESPONSIBILITY FORANY ERRORS, OMISSIONS OR COMMISSIONS, ALL DIMENSIONS BY CONDIDING BULL IN BE FIELD VERIFIED BY OTHERS, INCLUDING BUILDING SETBACKS, t�7 DESIGNER'S NOTES: 3. ALL BOUNDARYAND SETBACK INFORMATION SHOWN 0001I SUPPLIED THESE DRAWINGS WAS COMPILED OF INFORMATION SUPPLIED BY OTHERSAND GENERAL FIELD MEASUREMENTS TO EXISTING FENCES AND STREET IMPROVEMENTS. HOWEVER THIS IS NOT A SURVEY OF THE PROPERTY - IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO VERIFY PROPERTY LINE LOCATIONS. 4. SUB - CONTRACTORS SHALL PROTECT THE WORKAND ALL ADJACENT PROPERTY FROM LOSS AND DAMAGE RESULTING FROM OPERATIONS. 4 5. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER MANUF. SPECIFICATIONS 1. "SITE PLAN 1 in = 20 ft PETERSON FOR COMPLETE SITE PLAN SEE SHEET 10 _ 6. NO CONCENTRATED DRAINAGE FLOWS PERMITTED OVERADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES A MIN OF 5 FT@ 2 % AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY 7. THE PROPERTY OWNER SHALL BEAR ALL EXPENSES ASSOCIATED VMTH DISCOVERYAND DISPOSITION OFANY TOXIC WASTE OR HAZARDOUS MATERIALS (AS IDENTIFIED BY THE STATE OF WASHINGTON) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. 8. ANY EXTRA WORK OR CHANGES TO THE APPROVED PLAN REQUESTED BY THE PROPERTY OWNER SHALL BE BY A WRITTEN "CHANGE ORDER" AUTHORIZED BY THE CONTRACTOR, AGREED UPON AND SIGNED BY BOTH PARTIES PRIOR TO WORK BEING PERFORMED. 9. AT LEAST 46 HRS PRIOR TO WORKING IN ANY PUBLIC RIGHT OF WAY, OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF WORK STOP NOTICE. OWNER IS RESPONSIBLE FOR KNOWING WHERE HIS /HER PROPERTY LINE IS. 10. ALL UTILITIES SERVING THIS SITE OR PROPOSED ADDITION SHALL BE INSTALLED UNDERGROUND. 11. PLANS SHOW GENERIC WINDOWAND DOOR SIZES. CONSULT MANUFACTURER/SUPPLIER FOR SPECIFIC SIZES /OPENINGS REQUIRED. FILE PETERSON GARAGE ANSI 6 Rev 2/1 /2014 8 Ull gm u° I frl �m E3 m� u C@ n'pa G7'o� n 3y rw p ,N c3x • �: 0 N U �i 04 zle Z I a M ALTHOUGH THESE PLANS HAVE BEEN CAREFULLY PREPARED, THE DESIGNERACCEPTS NO RESPONSIBILITY FORANY ERRORS, OMISSIONS OR COMMISSIONS, ALL DIMENSIONS BY CONDIDING BULL IN BE FIELD VERIFIED BY OTHERS, INCLUDING BUILDING SETBACKS, ROOF PITCHES SPANS, OVERHANGS AND CHORD SIZES BEFORE ORDERING TRUSSES ORANY OTHER MATERIALS OR WORK TO BE PERFORMED. 3D VIEWS ARE FOR GENERAL INFORMATION PURPOSES ONLY. SCALED PLANS, ELEVATIONS AND SECTIONS TAKE PRECEDENCE. GENERAL INFORMATION 1. GOVERNING CODES: THESE PLANSAND ALL WORK SHALL COMPLY WITH: 2012 IRC BUILDING STANDARDS CODE ANDALL LOCALAMENDMENTS 2. DRAWINGS SHALL NOT BE SCALED, WRITTEN DIMENSIONS SHALL GOVERN. ALL TRADES SHALL VERIFY ALL CONDITIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF CONFLICTS OR DISCREPANCIES BEFORE PROCEEDING. 3. ALL BOUNDARYAND SETBACK INFORMATION SHOWN 0001I SUPPLIED THESE DRAWINGS WAS COMPILED OF INFORMATION SUPPLIED BY OTHERSAND GENERAL FIELD MEASUREMENTS TO EXISTING FENCES AND STREET IMPROVEMENTS. HOWEVER THIS IS NOT A SURVEY OF THE PROPERTY - IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO VERIFY PROPERTY LINE LOCATIONS. 4. SUB - CONTRACTORS SHALL PROTECT THE WORKAND ALL ADJACENT PROPERTY FROM LOSS AND DAMAGE RESULTING FROM OPERATIONS. 4 5. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER MANUF. SPECIFICATIONS 1. "SITE PLAN 1 in = 20 ft PETERSON FOR COMPLETE SITE PLAN SEE SHEET 10 _ 6. NO CONCENTRATED DRAINAGE FLOWS PERMITTED OVERADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES A MIN OF 5 FT@ 2 % AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY 7. THE PROPERTY OWNER SHALL BEAR ALL EXPENSES ASSOCIATED VMTH DISCOVERYAND DISPOSITION OFANY TOXIC WASTE OR HAZARDOUS MATERIALS (AS IDENTIFIED BY THE STATE OF WASHINGTON) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. 8. ANY EXTRA WORK OR CHANGES TO THE APPROVED PLAN REQUESTED BY THE PROPERTY OWNER SHALL BE BY A WRITTEN "CHANGE ORDER" AUTHORIZED BY THE CONTRACTOR, AGREED UPON AND SIGNED BY BOTH PARTIES PRIOR TO WORK BEING PERFORMED. 9. AT LEAST 46 HRS PRIOR TO WORKING IN ANY PUBLIC RIGHT OF WAY, OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF WORK STOP NOTICE. OWNER IS RESPONSIBLE FOR KNOWING WHERE HIS /HER PROPERTY LINE IS. 10. ALL UTILITIES SERVING THIS SITE OR PROPOSED ADDITION SHALL BE INSTALLED UNDERGROUND. 11. PLANS SHOW GENERIC WINDOWAND DOOR SIZES. CONSULT MANUFACTURER/SUPPLIER FOR SPECIFIC SIZES /OPENINGS REQUIRED. FILE PETERSON GARAGE ANSI 6 Rev 2/1 /2014 8 Ull gm u° I frl �m E3 m� u C@ n'pa G7'o� n 3y rw p ,N c3x • �: 0 N U �i 04 zle Z I a M M M a� 0 O N t-` a a v7 4j 0 w C� z 0 H 5 z O F W A 0 FOUNDATION 2012 I.RC BUILDING STANDARDS CODE FOUNDATION - TYPICAL U.N.Q.: 4" CONCRETE SLAB OVER 4" GRANULAR FILL OVER 6 MIL. VAPOR BARRIER ALL PLATES AND SLEEPERS: IN DIRECT CONTACT WITH CONCRETE TO BE TREATED OR FOUNDATION GRADE CEDAR HOLD DOWNS: _Install per manufacturer's specifications. All holddowns /straps shall be in place at time of inspection. All Holdowns shall be separated from vents equal to their embedment depth. VEE TIgAL TIES: Shall be "J" with standard hook, to be tied in place under horizontal bar at all engineered shearwalls and at all holdown locations with a tolerance of 6 ". UNDERFLOOR INSPECTIONS: REQUIRED PRIOR TO SHEATHING. FILE PETERSON GARAGE ANSI B Rev 2/1/2014 v I I WSP I I� I� I- I� I I I I: I I I � .I I 4 '. M• 10' _..I._ i A .. I L ----J I I I I I I I Foundation; 8" x 16" footing, 8" stem I wall not to exceed 4', top 4" of stem I wall will be 6" wide. 51oped 4" slab on I grade, i II to be pit run, compacted. b"xb" P05T W/ CBbb on I 36 "x3b" x12 "DEEP FOOTING I I 3x #4 REBAR5 E.W. I I I I C/L P05T5 /FT65 I OARA E 1 CG I I II I I 11 I ! I I ! II + 3 HOL DOWNS SEE PFH DETAIL -I _ I HOLD DOWNS SEE PFH DETAIL 10111011 PFH PFH q�_ 1 q _ 1 41.211 4' 1 " r Its FOUNDATION M • 1/4 in = 1 ft PETER50N N p M F J 1? fo La a + r 00 - (Y) ro rn �a y}. Z th C V . ' 2 � 2.. Cv� RPN o S a l� pi i A 0 a r Specifications; Peterson Garage August, 2014, Ward Construction Foundation; 8" x 16" footing, 8" stem wall not to exceed 4', top 4" of stem wall will be 6" wide. Sloped 4" slab on grade, fill to be pit run, compacted. Framing. Treated sill plate, 2x6 framing 24" on center, 6x6 header for 3' doors and windows, 6x10 header on garage door, 6x8" header on 6' windows. Beam for second floor to be approx. 8x 16 as per load tables, specified by supplier. Floor joist for second floor storage to be 2x12 -12' span, 16" oc. hung off of side of beam with z -max (joist hangers). All wall sheathing 1/2 ply or T 1- 11nailed 4" edge 8" field. Roof sheathing 5/8 ply nailed 4" edge and 8" field. Standard hold downs, 5/8 x 12" j bolts through double base plate @ 4' O C . Shear panels on either sides of garage door= double hold downs each, 2 sided shear walls, 2 " OC nailing 8 penny at edges. See plans and PFH detail. Windows PVC, Stairway to be covered as required and enclosed with 5/8 G W B . Gutters run -off to go to ground. Roof comp shingles to match house, siding to be cedar lap in front and T1 -11 on back and sides. Tyvec under T1-11, felt under cedar siding. Un- insulated, unheated space. No plumbing except future use sleeve through footing. Electrical. 100 amp panel sized for potential AD U. Minimal lighting and outlets. Possible greenhouse on right east side. Roof trusses 8/12 scissor truss, back wall balloon framed,''high above floor. Front wall conventional frame, 7 foot high at edge, interior 6/12 pitch, 2nd floor 3/4 t &g ply sub floor, glued and ring -shank nailed. • 6' -6" 51-111 51,1111 - 4141 30505H 30505H ,- O m G DO \ WP I � I I I I I I 8068 6� G RA6 E 3' 1 3 J UP LL \ �w 00 �— z "s z tu J � � � I X —_._—Aar" � g068 J-- 3-M DOWNS SEE PFH DETAIL � PFH 11 2" _ r 4' 28' 1st Floor `FLOOR PLAN 3 HOLD DOWNS SEE PFH EYAW,,.0 A PF 6" W _ N '100A cfJ r 1/4 in = 1 ft PETER50N iv c t p M f t7+ O t M jjj o c o0 ems. -�► Cq 2 3''.. x x '0S T rA ( 11L VA Y k�( �,.t :3 X Mai .:4. N 28' WSP WSP 4' 4' TO I \ 15T FLR I SNITCH � :fl VAULTED GLG RIDGE lsi In _ m � I ,p 5TO RACG E V_ �-- WSP WSP 4' 4' fr%1 d-'h VVSP 5039R5 5059R5 WSP 1-611 1-1011 28' 2nd Floor 'FLOOR PLAN 1/4 in = 1 ft PETER50N 011- n_"147�1v�:!.Q f C � a x � o FE r- 00 .. U m <` 3 . =m E3 Al2 O�in *0 v4 ;V o i i p no G/L BALLOON FRAME 3 HOL DOWNS SEE PFH DETAIL PFH l,_2„ 6„ 2V 3 HOLD DOWNS SEE PFH DETAIL �r N r- P N d- 'PLAN - 2ND FLOOR F'mtkMINO 1/4 in = 1 ft PETER50N N 4 ry is A O a a a X *ROOF FRAMINO 1/4 in = 1 ft PETER!5ON J J U LU r� a K a r C� � O M Lo M �; it o c 01) m o 8� t� th N 02 4k3�g -T Me) n X N t-; W z 0 0 0 N n 0 z w .Front � ELE 0 z 0 C4 H W A Lel VATION 1/4 in = 1 ft PETER50N - — ---------------- C: 12 4 4/\ M n I p I ��s oo Q 9 A N O� Q (Y A r w Q Y cr. k'J x I` 'ELEVATION 1/4 in = 1 ft PETER50N it 30505H Iu0 4' SHEAR PANEL5 30505H Left *ELEVATION 1/4 in = 1 ft PETER50N O • f(+ 4 �F a co co f co P a �T C : x �N �r RQ ONE 3 g Q 0 a 1 1 f 7 11 1� 1 �� 1 — __�T t 1 7 I L 1 ZrIT�I � l 1 1 T l i 1( 1 Ir1T�I�1�1T1I11 I[III I r r 1� 1 "1 I T 1 1 1I1�1.17= T i 1 1 1 1 1 1 L I 1 1 I t 1 11 I 1 I[ 11Z:1� 1_LL 11 1 I 1 I i] 1 11 _I f f I f I 1 T 7 1rIl�llLfllliI . lIIIIIIIIIII1 IiII�11I1111�111�1V1_ �lifIl� .Iil lIL�lIlIlIl1:l1l1l1l1f LI.�J�I�1�1�.IT1�L�.L[1[1TLI T�LIITLI I1II1L1J71I1T :1I11L�1:11T1�1�l,i1T1�1_I1I1 'ELEVATION 1/4 in = 1 ft PETER50N it 30505H Iu0 4' SHEAR PANEL5 30505H Left *ELEVATION 1/4 in = 1 ft PETER50N O • f(+ 4 �F a co co f co P a �T C : x �N �r RQ ONE 3 g Q 0 a 24" OG )GKING. SLAB TRADE IT RUN, ED FILL 12 56155OR TRUSSES @ 24" oc, SEE MFR DRAWINGS 2x12 FJ@16 "OG SILL PLATE 2 x 12 RIM JOIST DBLE TOP PLATE 2x6 -8' STUDS @24 "OG TREATED SILL PLATE 8" STEM WALL w/ #4 REBAR 12" OG HOR. & #4 REBAR 24" O.G. PERT. 6 x 16 GONG FTG w12 - #4 RE -BARS SECTION E20 1/4 in = 1 ft PETERSON FJ 5030R5 LAM BEAM PER PLANS w/ JOIST HANOER5 (Optional - Drop Beam & Lap FJ) F'J TT bxb POST IN YgALL w/CB &CC 1 /NOTCH 8 "Y4IDE STEM MALL AS NOTED I X NX\ NY 06 ob .1 /\ P � \\x\ \ / \ \ / \\ SECTION E21 1/4 in = 1 tt PETER50N # Z7 X111111.i e: J .-1 L O �+ O ` U a . ya { c CO co 3� 10 tg � 3 bin : c� f 00 R:0 no r .j 1� A Q 0.i cam. n e-1 A4 z E� V , Q !"I N n r-E a a� ed Y� ta.. v � r l E t / / i f J / f ti ye R Jr A� 0 ^ I SITE PLAN -NO SCALE. PARCEL 23 ASSESSORS #801042020 FOR NEW GARAGE LOCATION SEE SHEET 1 �L �j Guiu�a. 7