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HomeMy WebLinkAboutBLD2008-00404 •UILDING PERMIT APPLICASN MLA08-00414 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00404 Received Date: 9/10/2008 SITE ADDRESS: 733 PARKRIDGE DR PORT TOWNSEND, 98368 OWNER: NELSON D LUDLOW PHONE: (360) 344-3233 BONNIE L LUDLOW 2023 E SIMS WAY# 194 PORT TOWNSEND WA 98368-6905 WOODLAND HILLS#2 PHASE 2 SUBDIVISION: Block: Lot: 55+ PARCEL NUMBER: 999900155 Section: 27 Township: 30 N Range: 01 W CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2009 REPRESENTATIVE: TOWN & COUNTRY POST FRAME PHONE: (425) 743-1555 REBECCA (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTION NEW DETACHED POLE BUILDING - NO PLUMBING & UNHEATED TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 37,778.00 MAIN: CODE EDITION: 2006 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 1,520 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: J iilm GD---- Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $522.25 KAS 09/10/08 102500 APPROVED Plan Check $339.46 KAS 09/10/08 102500 State Building Code $4.50 KAS 09/10/08 102500 Total: $866.21 NOV OD 2008 Jefferson County Planning & Building Department • CONDITIONS for Building Permit# :BLD08-00404 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) 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. 4.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 6.) Not more than 2 unlicensed veh shall be stored on any lot unless totally ned from view of neighboring dwellings and rights-of-way. Such screening shall me all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 7.) This parcel is within the Kala Point no shooting area per JCC 8.50. 8.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 9.) Minimum setback from Parkridge Drive right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 10.) 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. 11.) 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. 12.) The building height is not to exceed 35 feet. Jefferson County Building vision Permit Nurr: BLD08-00404 Applicant: LUDLOW BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Minimum setback from Parkridge Drive right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control SEE CONDITION 2 FOR CONSTRUCTION ENTRANCE Post Holes 1 _1 0 .t9CI K, Framing :.+ 13l oci Drywell/Alt Drainage / SEE CONDITION I FOR SPLASHBLOCK CRITERIA. FINAL INSPECTION 1 (_-2,_0ci FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR , • 0 RJ( ACE`Z` (-4 E-1I P1 el4 �(7.ri.''':$0.14' 5 , 46,i JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT SEA 15 2QQB ,. , , 621 Sheridan Street • Port Townsend • Washington 98368 4 kirt 1 fio 360/379-4450 . 360/379-4451 Fax AHEM `n Er: D C D �IN� http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# Q ) — A\a PROJECT/APPLICANT NAME: `u 6` ©uJ Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. I l Q)La��.CMt( p `f .02 -5ct,�a . �.J/pvopoc 1 Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. at" 4(-461)11 Pgrk—17(71 vu/ °I-"-c9 - (IL°1) 3. Describe the existing,vegetation. Indicate native vegetation areas on the site m p. oc L �/ 5 the_ site >W�s 4. Describe the existing soils. Indicate soil t pe on the site ma t3YZ Sato Vi- c� 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. 11'lty-e, i S no (mot c(i-e r , n 1-e.►=,r� , .+ t LOt S'. PR P1 `� i i ✓GlLt-ii�e iLt -}Pict+ e 04 (,n1V , Urn w ' �C irA;iAs SE CLrtC� SW t..4 OfS ,, t") 1 ,nnl a (' h . a1. 1 ,nn ,-, .-I4 .. .L. Mn /,.,n /a 1\,/-N„ . ,I 1, '1 A.4 ,. 6. Describe any excess levels of noise generated by the proposed use or activity: APPROVED y IL( nunat Yl.(011 oR ATER s SEP 2 2 2008 Stormwa er Requir d stormwater site plan template.doc—rev.10/12/2003 JEFFERS• CO iti-TY 5 DEPT.OFCO ol'7YO. 10'M• SIGNATURE. who A_I, .. vit • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.)on the site. Indicate location on the site map. F p 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes,steep slopes, etc.). rbiX44 } D C atui f)culz___ cL 13ru ve_ Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. a Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on site plan and .fferentiate prgpo��acilities from existing ilities. #kt • u k - 'w1 _ot tYe C-e -4\76, � d,61. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] . ro Pose. -{� n k MI6 - ,rer� rye h�- - ate, \�.,fl /LS based o n a u 11\1 (k s�fsP d Oar\• 11. Describe the perfo mance goals an standards applicable to thg proje tV1J , ,vv� Cam" .��` !c IcooCrA Pk_ 0 C--(c, ['10-- tar' Ors cta9 �sfin �t0w� 4-WL b 1 \e ► S Acuk U Q1 _ v z_ ►A. 1k [��S s tvA � ��� E' ����� ��� Ltd S I '. 5 21108 stormwater site plan template.doc—rev.10/12/2003 6 JEEEED " C �.� y�'� DCD • • 13. Describe the water quality system. fihe_ b u it c( s I fie.. i s 01r1 and n o t a<(-± 19 a.,l ekis-Nc3 - . c) e Skr►v\wu.ae.,- . 14. Describe the conveyance system analysis and design. l�1'`-�1 V 1 a „�, TCMAJII(AN oziv\trc-) V013-(A*1( Oka-I Ct_Ce-t4 (/'(Makin CAWA 15. Describe the source of fill material, physical characte istics of fill material, and deposition of excess material. W1Z 6,0 I()6-1- n"-eel Cn1 -VIiI malevie-( - s; 1-e- I s Lein-1 avid ilci- urc I 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. ve J&u( �„/1 ( t s/$d wvomAs 17. Describe the pro p ed srfacrgmate�al. � 1vyj� � d o c ccc s 18. Describe methods for restoration of the site. r) 1 CA 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. nla 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include +hose conr'tions or reii it,(RA 1s lid s. Sk i- yLs ,rv\ av1Ck (i Y C x ( 1.1) 15 201i8 stormwater site plan template.doc—rev.10/12/2003 `i J�t f k / (�rt LIErII:ll�u t:riUN IY IUU • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark learing Limits. ,,�` i U "co b e 1.- b �f d ct a 11, y- ;,Y\ s et oU- - oIn S t . 2. Establish Construction Access. �X��h►�� (-ASS 3. Control Flow Rates. 4. Install Sediment Controls. RLLB L \TED \1 \ SE P 5. Stabilize Soils. IcrFperit4pippin/ C)\- 6. Protect Slopes. 7. Protect Drain Inlets. --nt r e. s n o 61 r ‘ Gcisewit Pe p. -4 . stomiwater site plan template.doc—rev.10/12/2003 8 • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. a 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). e-Gt-e,p, St,�r� �� r �.> 1\ ,\kCsCA J k. ri S l k_c_i-\on OVl (N 1 Gina cy .n-Li•r, t kl Zen y G.),'—�, —}'ti c i e.-vrtyet6 -s►- 12. Manage the Project. Oo Are,\ �'t v\- V a c A-Nr \\ San`-\- Ott cl\A �-� y►^-25� Nv> e.0\AS- ems, - r eAns w e et �'t�e� ri. ✓►t c c pe-Mk. -411.1.S pla h 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). \\\ b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 16\ 3. Environmentally Sensitive Areas. a. Description of environmentally se.rlsiuv; /u )/ 1t 4 ,jj1 S E P 15 2008 rt+fl,rp,!Tv DCD stormwater site plan template.doc—rev.10/12/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. fn , 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability, permeability,depth,texture,soil structure). a h-A. r e S-e-e_n 5. Construction Phasing. a. Construction sequ nce 5i\e.. QN210, ovv\CA OA\►Dn, - G-rwon) , rto k-')^`1, b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed co truction schedule. II. Wet Se on C nstrus it• • tivities. Prop ed t se- r n c• struction activities. b. • •pose wet s son construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. I0Q \s0n Lut, t b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 4e-r 'bh 0 Y.Q. p6 v1 S t.Vi i U 8. cngineeriny Calculations. Provide Design Cdicuiauons on a ac.r...,..... �,...... . ...a w.,......,y, ...r/.ucaUiC. a. Sediment Ponds/Traps. b. Diversions. ,n j\IN RE CI,i 1:,i �/�E c. Waterways. d. Runoff/Stormwater Detention Calculations S c P 1 5 2(t0R Irtrr try,nt? rr in/ }iI stormwater site plan template doc—rev.10/12/2003 "' ' 4 t r J U 10 • 111/ Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signi g the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct • the best of my know) dge. I also certify that this application is being made with the full knowledge and consent of all owners .f the affected pr..- y. ^ V LIMP 4/l 11 t ir ( � E'IMVUTHORIgrr PRESE'TATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: SET 9 5 NU (frcir.relkl rohilry stormwater site plan template.doc—rev.10/12/2003 12 �� ©6. JEFFERSO COUNTY L - ? '� DEPARTMENT OF COMMUNITY DEVELOPMENT ''4 621 Sheridan Street • Port Townsend • Washington 98368 SEP 1 0 2008 360/379-4450 • 360/379-4451 Fax -,14 �t_ ,„c9 www.co.jefferson.wa.us/commdevelopment ri UM` h. nf'',l, ' D c;1 �1.i1 6-. .;4i I Master Permit Application MLA: � `7 Project Description(include rate heels as e�lY). Vv 1 )52-0 0 Tax Parcel pt ' Property �- �� Number: 9 I 1 1 00-L Size: '�' c) (acres/square feet) Site Address and/or Directions to Property: J 2 3 PAR.K P1 cE J -}- py�jy��� p� Property Owner(s)of Record: NI E LSo r 1 \ b $Oi4N IE L`U ID Le V.; Telephone: :3Co0 .34g1•3R33 Fax: 366•3 4 q- 33a.3 email: .bonnie- I IAA ici �i c vut,bj•ccrh Mailing Address: o2 0,13 E S+MSS w Ay ttQ 9 , PT TAti✓tJSFta,to A 4& .i ApplicanA�ZS I gent(if different from owner): To i r..) C Co 17 P. &ktMA 131 LT POST R/}M E I LDJn6-.S Telepho e: — -t3 [�O Fax: 2 Z S '- �a7 email: o�F��k° bdt •CDT)y Mailing Address:l 1 J2-1 H WV c tci gj,,l,-{-1 (_, n('), 9805" 1 What kind of Permit?(Check each dox that ap(lies ISTBuilding ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a),C(d),or C)** ❑Single Family Ig'Garage Attached/ etached� ❑ Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home 0 Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑ Boundary Line Adjustment ❑ Change of Use ❑Short Plat** ❑ Address Cl Road Approach ❑ Binding Site Plan** El Home Business 0 Cottagelndustry ❑Long Plat** ❑ Propane ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Sign ❑ Plat Vacation/Alteration** ❑Allowed"Yes" Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management 0 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 0 Tree Vegetaion Request *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•TOE C\ p V t JTR1( WT1%01% to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE c3--+'' Date: a QV.Ct a COE By signing this application form,t 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 required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicati n t e or she n rior tire. Signature: Date: 6 A U Cz V 008 The action or actions Ap cant 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-transfe able es onsibility f r a ering and complying with the ESA. The Applicant has read this disclaimer Vllaimer and signs and dates it below. Signature: Date: Co A (A aoo8- C:\Documents and Settings\carat\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc L�9; t=r�r'' � i8 1N:C�9 35[�379 JEFF CO F'ER.IITOEt PAGE f�'�/0. ... ..�-AA aV: ?0 I:AA. 4 t42 9:i7B PERMAA1LT 12002/003 • 09/05/2008 :1.:22 9503794451 +'i `� _ JEEP CO P�cRMITCEI > 1 ,i-;_,' r P41�E ' 02/85 BL114DFR$TAmEMPNT The atg.nor of this Olntemonf r}O0S hereby certify that they aro the Owners oftha parcel retaroncod hprttin,brat they ato llos d r, ' and that they a'At ho neltur rinv the reaponabf}tty of ft%General Contractor for the prap000d project- faiJERnt.CQNTsi/lCTtllt QH MANUFAGTUR4tJ WONIE IN9rN t . 7 n`I r r 11;1 D C•F!I'tror1G: • raX: -- Town&Country Poat Frame Bldgs. Olt I 1 3— )555 NTS) 1�4- 10�7 8' 1957.1 Hwy 99 Ste C r+ntu pe r, ci .t A 0 pit. Lynnwood,WA 98037 WAINS 1-800-824-9552 _ NUMBER L:censo#TOWNCPF099LT exp 6/09 K PMortE ( } F —. fr' i ` ' Tf2t FAX P 'pot Typo: Frame Type: B�ttttroomtl; �f L1a�n l i 1 •�... ` New 0 Wood Exft ling: More e: ma of Qe qe sp�51`o at: L Mdltlan r3 Steel Pmposed: Bonk c Comm 0 Afteration/Renttidel n Comore Total: Height: Oounity System 0 Repair r Me:Cory htdMdual System 1 0 DentaNtlen . , � p Permit It pr: y, +4 13adroom.: r Water Supply: Typo �. *~' Proposed: Setback: in private won a TwoPMr a at p Total, �'Public tame of System: If tram is a Con tm�t l ,R ___ 1t�i•Lnnut atitqletthe fgflowittsti N 4 Number of perking gpacet:. Current: Prepnsaal: Number of Number of o zupants(Includes owners,tenants. A�Parking spec a ... _ empioyeaea,eta) Current _ Propo�ct ter Occupancy: .._ IBC Type of construction: Wilt you have Food Service? YAQ 1IN9 ft s Is a Pmt10ne�tnka drl! � p1�p , i, rmit teak all items tetew teat opvly; 1'1 �. I Undsrpmund Tank i Above Around`yank Sire of Propane Tank: i Fleet stove 1 Cabk Stove t Wood. eve I Firciplace ire{ I Hot Water Tank I Pellet-Stove I Other Is lhl,a�}Ila..a bt*tntl,lliOafletun p:Mahufaodrnart j Mobile Home? Yee / Ni When appfyfn#16r a penftlt to Install rr propane tank you most aicodeo submit a s1fe plan rhparing aft of the bufldfhga,aft property 1lt7AS,t Ittk locnf!nn arfd^dirt,distarieekr from the proper tank to all property limes,ballcfings and septic wean,components, ' Mcludlnq the rovorty acme. • •_1..',,) a`.'Ar- ''.rj•,1�t`-1, ','1; �;�;ti""` '1 { r'iC 1 ,h M, f� r t ,... uare rootage I�Culf tit Ph•• od l;''alItitB...is : 1;'•61,,,j ri'lrStr.;•f/,:' ' �yirg:i , : t;i:: p R: • 1 fit„ Main Flory Honied .i•:,ii • " ` -ttl), n '' f " . o:• '2'NFloorHartad u-+: ' 10. 00 �,,•.;;i•�'M•rj•;;!i, ConalRtertay Retrtew; � •so Other Heater! •,•,i, Base fde: «;'rH,.:,'iH�• 5 - Mez;salee ;I r;:..:,. Additional Section; + Hooted Basement ~,Fill"'s'`ir'{;'S: *PS Check f$p: /�f 4, unhtlytr3d Branemant r " .q.,• (Q _,__ ,':',,; State Surchst'ge fee: other Unheated ,.-•� ,: '•'s Pot Water ReView fee: Garage-Airport :: :,.,,. :',, ,,; SUnTO Ac • w_____ . . - Oeckr •. •; :`.,.. 911hd Approach fern: Other- �, ��1':=gr,f'•-,• TOTAL,: $ /)G 5. 1 1._ • ! ,1: �:,' ,'t;',:' a. ftenelpt Number: I c 5� `•'.. , ;.1.4; ,:;:.` CasPU hnck Number. 13`1 1 :y .`_fir,r tJ E. T , G� p w. 1ltR013) Date: I) 6,�b ue-ofterrirl earnests•• , tar sr, r r-� L �j C.:1rnmltCrnt�er104tft FOAMSftiflAcab trAtms%more, cr_ k AAp �Ytion s,29-013,doc >x4S CM A -tr ^W" + z yyy SPAN p4 > yR (40' WJI.) -ie��eeaeeea. I.I Mc POST SPACING POST SPACING POST SPACING \I``1 =1 81 AT (14' MAX). (14' uAx.) (14' MAX.) F4. • 40 iJ og� � ■ cn xi rdtt- 1 3 '•• III g ' . W AA Tii ' 8 . E m� N m WI 73 D �� � 8 r8 p it crap SYSTEM PER SECTION Y 6 03 ' ' POST SPACING if g £{ & I iPiTie.i. Oek R il ; i g d',4x " 8Y F Z ✓f,, 2 — __II CLEARSPAN PER SECTION % I_ _ _ m IC - 4 r� iii � • > RQyX o�o.v R A A jle m 8 '0 I r %. t !... . - . NI U iA I go cA os i-4 I(0-4 si r= 1 ?A igi mI ! il iri 0 A , - a a Qrrr�o >: Z nN .1 O u 1F N Ci , VA VA-r " N gl il si U U { � \ 1:1 A i 1N A ' iA ± wpNr Am N t ` a G ---I_ _--At1 N IC_—� 1 •\ N �^4"Vi x 3"c e ( � ��r1 . N VI 1-''N - rl - F Rp QA _• FF o ‘/ 6 F, N C7 ,YiA N 1-1 U� D t� QR� '� • Nr\.1 Y p D -1 A A A r- �t 1s p F. r. R' N N PC \ • F X rtc.F m N .i A \A g8 `, NA �/ N - N ao 1 6 t'I� fig. i l I I 1 1 I+g F8 �o i r � �� wai n �p �A J., .A m ' In yA D --IZ m m . r --_-_-_ .A � IC- - 55 mNIP- ,�.� \/j\\',`\,`''�/ —T v r ri Its' ��////�`/' g [� '� J \ /� EAvE HEIGHT � Q� ��\ , / I en � EAvE HEIGHT -?7 i" I ,.,,. Vl Q .� ��5`�� c, *pi ilk . CT Ls...""2 r1 TOWN & C•.''-TRY BASICS eeLT tl1U JRR ENGINEERING, INC. OWNER: TOWN & COUNTRY PERAMASILT PLANS & 16521 HIGHWAY 99, SUITE 8 ELEVATIONS (425) 743 W15A 98037 1— D nW (425) 743-1555 Ll/ 1 51 - JTO«wce; SCALE: NOT TO SCALE X U*- ENGINEER:JRR Engineering, Inc. 08-01 DATE: 07/01/2007 I - DRAW JCII f 18609 76th Ave. W., Ste. 8, Lynnwood, acNT WA 98037 -0i CHECKED: RKR No. DATE REVISION APP'0 (425) 697-5108 FAX 697-4506 FRE NAME:TlC\GRI0CLEV_IBC2006_SNT.I.DwG_ DATE PREPARED:JULY 01, 2007 - S- a Plan k immilliliii-MM6liajiTown &Country® Suite C•16521 Highway 99•Lynnwood,WA 98037.3161 PI se Check After Doing Site Plan: Septic and drainfield of size Draw North Arrow in Circle = POST FRAME BUILDINGS Everett:(425)258-4171 Puyallup:(253)840-9552 roperty dimensions Sewer lines Elevation of property DIVISION OF Administrative Headquarters: (425)743.1555 xit ing buildings Q,Eetbacks of proposed&existing buildings Bodies of water � • FAX: (425)742-4378 Toll Free: 1.800-824-9552 [� A+ Proposed building am road with name 0 Floorplan PERMA BI LT Contractor's Lic.#:TOWNCPF099LT Easements Access to proposed building ❑Slopes&Contours(5'increments) Quality:Our Future Depends On lt.r® Job Name: r✓e)�dki Job Site Address: S: " /ldtntr),l1r C'� - re-C./ - / ).� Legal Description: Tax Account#: �L7r l/ f// h�j) 1't 2L) ///0i 1 ' 1' • ?e-e vi W / G '�.i i //S IJ ' �G l�.r / • L /? % ' -• / - NG ✓Tozie eL6w'J , / /'r /uG/0/./dam l z—,/. /Ll,7,s, 441-- —---1:FA-,0-, .1 i2.0.)'w2 ZeT AZe./..i 7: .r,;e t' Sf>`2 1 /m v/o n S Wows •` 7 /Li 22) i .l'T1 fr:/7.,P . f -C CC SS.' 4; 300 23 • I To ; /2, o/y • i ,y'� �� <ic_rz.)/ , 4:-.-7(/.."7,44. - . fe.c...,,6;3---y- ,2).,.,„ ./z,-,-) a , \ a / . /� L) - / V ,-,c,1 \ -Q II --.. A ' .. u C� 1 S'U _- ____ D ow n s p o(t-s -rt2 • Zu5 1 Spirts►"?btpckS � y • G N. \ / /er "4inl6f' e'y(//7i,�G / n ,e ul - rJ 1 4 �I J c-i-i , A --7J \\Ii cn rr N � � � tipprA4 cik4r1 0 c5 CO tii 'C-55 tat 0 . 61 ,—,,=, t::::, DO NOT SIGN INCOMPLETE SITE PLAN! Customer has verified and approved the location of the building,orientation of the building a North,and verifies t•: all - Whit Copy utilities are shown on this drawing in the correct location. . / CUSTOMER SIGNATURE LEAD# /4 '- ©1995 Per a-Bill Industries FR-34 6/07 11111111111111111111