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HomeMy WebLinkAboutBLD2000-00122 , 4 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD00-00122 Received Date 02/22/2000 SITE ADDRESS: 489 RIPLEY CREEK RD Issue Date 08/7/2000 QUILCENE, 98376 Expiration Date 08/7/2001 APPLICANT: JOHN T STEER PHONE: (360)668-1983 23920 141ST DR SE SNOHOMISH WA 98296-5468 SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 702022005 Section: 02 Township: 27 N Range: 02 W CONTRACTOR: SUNSET WEST PHONE: (360)981-0506 PO BOX 1750 POULSBO WA 98370 Contractor's License: SUNSEW*173K5 Expires: 05/25/2001 LOAN LENDER/ CBIC BOND HOLDER: PROJECT DESCRIPTION 22 run KENNEL ---- Personal Use REQUIRED INSPECTIONS: F.. .., Setbacks (Shor- ine -tbacks): [ F. i•.- y ► ' 7 f" f Underground Plumbin•/Underground ADIEMElly sj [ ] Shear Wall: [ ) Fra m i bi g)re e 'v //4i' [ ) Propane Tank/Lines: ( tatio Ge14 Ai /4 ; i4ce- ez' [ li�etrockjj / /C°tillrcHe" C�- t D,]/�Final/Occupancy Approva . /1rc tile- HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO Fl AL INSPECTION. �F. THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. SPECIAL CONDITIONS MAY APPLY - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY ,;/ WOO -0009' '3 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00122 Received Date: 2/22/2000 SITE ADDRESS: — -,. __L�_ L.vf) '�g't ep le Cc QUILCENE, 98376 APPLICANT: JOHN T STEER PHONE: (360)668-1983 23920 141ST DR SE SNOHOMISH WA 98296-5468 SUBDIVISION: LORDS LAKE LOOP TRACTS Block: Lot: 2 PARCEL NUMBER: 702022005 Section: 02 Township: 27 N Range: 02 W CONTRACTOR: SUNSET WEST PHONE: (360)981-0506 PO BOX 1750 POULSBO WA 98370 Contractor's License SUNSEW*173K5 Expires 05/25/2000 ARCHITECT/ MC MENAMIN ENGINEERING ENGINEER : PO BOX 2525 SILVERDALE WA 98383 PROJECT DESCRIPTION: KENNEL TYPE OF WORK -60M- SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW MAIN: 1 876 INDUSTRIAL: VALUATION 126,842.00' ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: 2,400 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: nia c(9 _ (;C BANK HEIGHT: LAP- SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: QJI ,07 WATER SYSTEM: STORMWATERb YES V NO AREA BATHROOMS: Wetland Erosion Exist: Seismic Streams Prop: Flooding Landslide /-{- Total: F&W Plat Conditions ,110 Routing Date: Shoreline /JO Aquifer 2 z� Forest: Commercial liejiLyheftural A A,04 iZt Proximity Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,144.95 MAM 02/22/00 25307 Plan Check $343.49 MAM 02/22/00 25307 C! tca Area State Building Code $4.50 MAM 02/22/00 25307 , co;r Total: $1,492.94 `'1` ,, q • 1-74,:vir,,,,c1flucit60 vd I:\F_BLD_Apo_Bld.rot 10/29/99 .—.- _ -. moo °.. : a ' Jefferson County Permit Center * Department of Community Development 4, 621 Sheridan Street,Port Townsend WA 88368[360]370-4450 .. Uv!r :ot t-0 2iulaz e iollowegf &gala ad eategete4eta, aid : Project Deserinrinn! AN/V a , 9 Digit Parcel Identification NDu2m2berD(f0rom5 your tax statement): Site Address A PPL ; E 17 FOR. 0 - F i_o 0 P 911#: Road Name: LORD 5 L - R17 Zip Code: Legal Description Subdivision Name: LO iZ D 9 I-K L-o o p TR C T S Block: Lot(s): 2.— 2. Section: Z Township: Z—7 Range: z vv Parcel Size (acres or square footage): 2.0 A c i2 es Property Owner: Phone:3 i9 ii-iky( STcE12 3[moo �oCo3 - I93 Mailing Address: 23q20 I Li t 5 ' a R - Si SNoi-+orn is ri tni ti 53296 Applicant/Occupant: Phone: (if different from owner) 5 ij yh , Mailing Address: Phone: 3 Pho Authorized Rep: i�O R`d i-05 oC� S U N`Sr (A) S 360-5gS-(76 /PI Mailing Address: __ P_o. 130x 17so PoULs i3 o w �8 p4 3-70 General Contractor: Or Manufactured Home Installer: SUNS L T W S T Phone: 9 /-O S o 6 Mailing Address: 0 . 3c)7( 1150 ncoLsao IN 5g37o Contractor's State License Number: 5 j Ns c. ExpirationDate: �t-Z � K S i 6 , 2 LE -,,Q act: Septic Designer: Ph one: No27H WESTc/2N TER/2i TO e iL"3 //►'IL . 3l00 4152 - S9L/ ?! Mailing Address: 711 5. i7c'Aaooy / j? %• 1AJGLLESIWr} ` a 362 Architect:/Engineer: Phone: 36p (, _ SSac �� YvIG lrlCN nmiN C/JGINEe>zinrG Mailing Address: CONSiJ�T�fiv TS 114C r0. (3)4 � SZ5, SiLve:R00,Ei wr} R83� Loan Lender/General Phone: _Contractor's Bond Holder: No L. eA'cc2 ? �'�4ailing Address: UTU/1L_ 0iz- EnlUnnGc. i9+A) i Li- (fl0 1NELLSST: ENu("1ccriw wig 58022 FOR ON-10E USE ONLY Fire District: PlanningArea __ '�„ \� ; School District:3 Zone: C�� 4/98 H:\home\pincntr\foans\universal plot plan 7") 0/ 7 D E E {1 y -7:- ,c • 1 ,-, .:', pr,-,-,• .--Jer.3, N,t1-out :harge, for your . %.... (4V .... 1V-,,,Flaq.cvi, it is not intended to show all matters 'AAR 4-3 2000 ......,',0 ...-..., cropet.t5,471rTtuding, but not limited JEFFERSON TIT1JE COMPAN ,/"' - ---,7-, ivfl5. encroaonments, JEFFRSON-COUNTY not a part of, nor Phone: (360) 385-2 ).ejDE OF COMMUNITY DEVELOP '9 C o 71 o Ti; assumes NO LIABiL'T f' + ,r- t;',..; sketch. Reference / !r.) 4 - -- r... -rnki vey for further ,ra 2(5 nd0 , c__-/ - -- -- C,.Th // L / 1 // / G---_, _ ' 4 ' KENniEL , '-' 7 s , ,) i) ''. ) FILTeR 1 si4k? f Ill" Z•ast L ' — 1 ,s1 i , • 410..... /N mi tea_ oc,/ -...""Illtrite 1 1 a . j 0 ,.. ,- --,- -•,-i-%-.- - I s:'t,'.\ .‘:"''t 1 I I 1 1 ...:,kjz. .):::,..• rr y ........_____4_ 1 5't , 1-t- / 13/i Le:s--4, i\:----- ,..\ ...,, j;..i. • -77 . J1i P7-0 005 TAX '32: — , 21 .07 a. nt c. • 2.- -, I.27iyi ----------.. r--------- _----- ---- ---------- ... -\ , \ , . 702022004 TAX 31 --, 12.45 a. \ C\ ) ,.,. \ 14„..,...-.0cool • ___ 1997 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG-SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edraon-June 1998 Project Info Project Address 73 1✓ Li<f-f0gA) L1\.) Date Ll. {ei, vo For Building Department Use Applicant Name:,] 0 1_t_ N 16, f} 7 t-1 R`/ti S(G Applicant Address: < AJortoir) ( y Applicant Phone: .3(00 b 6 S — / 1$'7 Project Description lew Building ❑ Addition ❑ Alteration ❑ Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis Compliance Option (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Use mfgr listed maximum input wattage.For fixtures with hard-wired ballasts only,the Maximum Allowed Lighting Wattage (Interior)default table in the NREC Technical Reference Manual may also be used. Location Allowed (floor/room no.) Occupancy Description Watts per ft2— Area in ft2 Allowed x Area From Table 15-1 (over)-document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed Vi---ti N>=t- IIm, f='c---0 v 12.c3C e T 1-/6 H r PO)--/:: 1"X `t ' -7 RC.) 5 6 0 I t " C c f L r iv tv t3 t,' i i CN 5 K -,,i p ;l. i'-o ,2 S 0 �M121 (,F1L, NC= 13i117TOA;S P(-arc 3 r40 42. v }" Pi.c i? Rill i, Rcc, - (A/V 5 7 G,O 4 . O It Rm ' ) jZ CC. CA/vs ,5 &0 30 0 Sif✓RA6e On5 CxiLiii 6 f3ui[oA). K - 2.10 5 f4f0 700 -•- 1.3i3m Rec., C.Ary I 6O 6 0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts �7 Use mfgr listed maximum input wattage. For fixtures with hard-wired ballasts only,the Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or perIf (or If for perimeter) x ft2(or x If) Covered Parking 0.2 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ft2 Bldg.(by facade) 0.25 W/ft2 Bldg.(by perim) 7.5 W/If Note:for building exterior,choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1 1997 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV-SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition•June 1998 Project Info Project Address -.7 3 ELK NoJ n1 LANLC Date / 7 _ c L.J i L G i✓ N L W A c7 g 37 For Building Department Use Applicant Name:s ? .) t �l A-rt-t R y/v 5 r�E Applicant Address: p 3 9 2 Q l L J S r 5 ApplicantPhone:366 _ / g_(�'f$3 n)OHomrSNl Project Description ( New Building ❑ Addition ❑ Alteration ❑ Change of Use ❑ Prescriptive ❑ Component Performance ❑ ENVSTD Cl Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type ❑ Electric Resistance 7All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) 5C ,5 Gross Exterior 3 Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals 3:3 %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. — X 1 00 = 3 3 3 C.7 • ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Concrete/Masonry Option Decision Flowchart(over)for qualifications.Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic 2- 3 `6 If project qualifies for Concrete/Masonry Option,list walls All Other Roofs C 3c3 with HC.?9.0 Btu/ft2- F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls �7 — (9 from Table 20-5b in the Code. Below Grade Walls — t o Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade _ I Radiant Floors 6 Maximum U-factors Opaque Doors Vertical Glazing r 3 3 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing -0- Semi-heated space' Minimum Insulation R-values Roofs Over Semi-Heated Spaces' •C)- `Refer to Section 1310 for qualifications and requirements Notes: r BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00122 Received Date: 2/22/2000 SITE ADDRESS: L_c` '4 a L_G.G.1 QUILCENE, 98376 APPLICANT: JOHN T STEER PHONE: (360)668-1983 23920 141ST DR SE SNOHOMISH WA 98296-5468 SUBDIVISION: LORDS LAKE LOOP TRACTS Block: Lot: 2 PARCEL NUMBER: 702022005 Section: 02 Township: 27 N Range: 02 W CONTRACTOR: SUNSET WEST PHONE: (360)981-0506 PO BOX 1750 POULSBO WA 98370 Contractor's License SUNSEW*173K5 Expires 05/25/2000 ARCHITECT/ MC MENAMIN ENGINEERING ENGINEER : PO BOX 2525 SILVERDALE WA 98383 PROJECT DESCRIPTION: KENNEL TYPE OF WORK GOM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW MAIN: 1,876 INDUSTRIAL: VALUATION 126,842.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 2,400 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: STORMWATER: YES NO AREA BATHROOMS: Wetland Erosion Exist: Seismic Streams Prop: Flooding Landslide Total: F&W Plat Conditions Routing Date: Shoreline Aquifer Forest: Commercial Rural Proximity Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,144.95 MAM 02/22/00 25307 P. [� Plan Check $343.49 MAM 02/22/00 25307 n State Building Code $4.50 MAM 02/22/00 25307 AUG 2000 Total: $1,492.94 Jefferson County Pleinrnrt &Building Oepartmect :\F_BLD_App_Bld.rpt 10/29/99 i ��� 1 Jefferson County Permit Center * Department of Community Development 4� ,. °,> 621 Sheridan Street,Port Townsend WA 08368 1361E 370-4450 w ,-J r m o,t tom . ©e e A o 0 s od PIM 'Cfatt0� Project Description: cf< P 1n IA Q Building Type: Project Type: Frame Type: ❑ Single Family ❑ New ❑ Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/# of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bedrooms: Bathroom;: Type of Sewage Disposal: ` Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit # SEP Water Supply: ❑ Private well ❑ Two Party Well ❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor /5 "7 , UBC OCCUPANCY GROUP 2ND Floor \.' "' f-. Base fee 0 l l b 3rd Floor Plan Check fee t 3 . 1 Htd Basement State Surcharge fee Li . 0 Unhtd Basement Subtotal PA 0t s 1 k Garage/Carport Pot Water Review fee f Decks 911/Rd Approach fee -0- Commercial TOTAL 'i`1 q r�. Industrial Re ipt # A 3 3 0 7 Other i 2 ti o c) � Cas /Check # /Cyr Total Valuation: �q--I ' 'als / + Or ate . —'g ---o C,% Estimated Cost: () If within 200' of the Shoreline, \ Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. Signature: Date: • Jefferson Courity Department of Community Development April 14, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 , CRITICAL AREA STANDARD WAIVER Applicant: JOHN T STEER 23920 141ST DR SE SNOHOMISH WA 98296-5468 Critical Area Review Case Number: CAR00-00093 Project Description: Parcel Number: 702022005 S-T-R: 02-27N-02W Site Address: 489 RIPLEY CREEK RD QUILCENE WA, 98376 FINDING: The development, as proposed and portrayed on the Universal Plot Plan, does not encroach on an identified critical area nor any associated buffers. CONCLUSION: The proposed development meets the waiver requirements established in Jefferson County Ordinance 05-0509-94. CONDITION: The development shall be as proposed and portrayed on the Universal Plot Plan. Deviation, additions or relocation of proposed development activities will require further review pursuant to the Jefferson County Critical Areas Ordinance. 4 Dep�[j of o m444i/A oopment Staff c: File I:\F_CAR_Waiver_Standrd.rpt 12/13/99 APR 1 3 2000 JEFFERSON COUNTY STORMWATER MANAGEMENT ORDINANCE JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: j t-t I 0 7"EE Telephone: 3,(j ,s--?U- 6 6 4 4 Address: (.23`1 -O ) '+i S i br. Ue SNDHOkn i j ri \AJ 7''"276 Assessor's Parcel Number: 7 Ca 2 0 2-2.0 0 J Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: P i U r 1-1 D E51.3 Y KPUOrnE; 2)0 G 11 t tirlvr i L Site Location: L43 R ► Pi-EY 0REEI4 Fps ( V t & tkitt t(�W 4'Z37.6 Person Responsible for BMP Installation and Maintenance: U Y tUJ L T Address: ,C t 3 1`750 PDU t- 50 Ut; 837 Telephone: 3 too s - G 4 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. [] Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. [j Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas, landslide or erosion hazard area, etc.). SPESC Instructions—Long Form Revised June 3, 1999 9 EROSION AND SEDIMENT CONTROL WORKSHEET Phase clearing so that only areas that are actively being worked are uncovered. Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. Kt Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [X Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. �j Place gravel base on roads, driveways,and parking areas after clearing and subgrade preparation. Protect adjacent properties and water bodies from sediment deposition: 9. Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustrations from Stormwater Management Manual.) [ Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) Regularly inspect and maintain all BMPs especially after storms events. Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. CU) A-CAA-6-0 C-E-0- in -1)-e- SPESC Instructions—Long Form Revised June 3, 1999 10 ECEI1WEn _ APR 1 3 2000 ii-JJ EROSION AND SEDIMENT CONTROL WORKSHEET JEFFERSON COUNTY —DEPT. OF COMMUNITY DEVELOPMENT 2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped, apply gravel base to roadways, etc.) �10.r 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate, dry well, infiltration trench,route runoff to existing drainage facilities,etc.). SPESC Instructions—Long Form Revised June 3, 1999 11 EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. eci - JAL- The The Best Management Practices proposed above will be implemented to control erosion, sediment, and stormwater runofo otify the Permit Center for inspections as required. /2 ` C-)C� Si f ature of Owner/Agen Date SPESC Instructions—Long Form Revised June 3, 1999 12 tet„n.lmr Y b,iw4�ajnrM r Y hisYi[b.r4,rse ^IJT1Y x1W.-, 1' NiW min) ts „cI McMw4ltitieMW 4tl•ti(4wwM' Y+•a, r:r,zaltei gi6ry'r mur: • : •' ... . D1 1www.a.rv++r"det �a.an(93a,7 W24+s(secii+«?Pw .I poa W.+i,pw(.tws ltr ar dh iW p3.r1 wz.;r.a taro,m,) r w++•s �, .,.w,ltr..eenelt.xpa.ttrt watf+a. - D4.1iYAraArli^n�isyl-fmif1x19,miyE17t�1NmLwlo�dr'hf,�lt) /1 .,.l O,iitp90.1••,telY•rwb,aW r•eer itidspOtrOww.n.lwlt,,.0,t w •eriiv.lie Sr,(rllt7 W'M41YN..:. Dp. 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J,v •n,ue of riceb.eJ,nll ley-1W r.ryw,arry.te,.riltr ku,bn me v..b..,nn ,V.•b brim. , 1 b Y trl Ygr,wrr Ypdintr. exF E•a[eJ M pall,dll b in „mN,•,'e.aJ Seerz)xn,t,r I,e4e.x Y ny.r,breinta.n b a,«•rr wew f•,niw. mbve.lrii W plyd+wwfmbnan�,.rtltd.w4•i. alt(ervti+r W.Ore.lm er ).alal�l, (ntOJ ety it Magnador Thir is the one Rick uses in his kennel, and our pic- ture was taken at Rick's kennel. • A rigid two-way swinging door lets the dog go in apd out �•. Made of sturdy,whlte styrene. easy -cleaning and requiring no upkeep. • Built in locks allow security and permit the dog to be locked in or out. - • PennanEnt magnets seal the door closed. Small. Model Mag A. Opening is 6" x S". For cats and small dogs PLMA-003............. ...$16.95 Medium- Model Mag 1. Opening Is 11' x 13". For dogs under 50 lbs. PLMA-100................ $23.95 Large. Model Mag 2. Opening is 13" x 19IYV. For clogs over 50 tbs. PLMA-200 ....... .............. $43.95 �J 1 J111 69( fit/!_N�1-�u�LC?'` �Lpl, ���'' 4 L�? 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