Loading...
HomeMy WebLinkAboutBLD2001-00260 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 #: BLD01-00260 Received Date 05/7/2001 SITE ADDRESS: 4472 SR20 Issue Date 06/14/2001 PORT TOWNSEND, 98368 Expiration Date 06/14/2002 APPLICANT: DAVID BURROWS PHONE: (360)379-3947 4472 SR 20 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 40 PARCEL NUMBER: 901081006 Section: 8 Township: 29 N Range: 01 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION Add 885 square foot deck to existing residence REQUIRED INSPECTIONS: [ ] Setbacks (Shoreline Setbacks): [ ] Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [1 Fram /Plumbing: .tea jf-o 7 [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [( Final/Occupancy Approval: OK S" r-0 -- HEALTH DEPARTM T APPROVAL REQUIRED PRIOR TO FINAL INSPECTION. THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS FOR CASE BLD01-00260 1.) The applicant is proposing to create or add 885 square feet of impervious surface and 50 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Stormwater Calculation Sheet. The applicant submitted a Stormwater Calculation Sheet. 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.) The application was reviewed by the Jefferson County Department of Community Development staff on June 5, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Susceptible Aquifer Recharge Area western portion of property; .Landslide Hazard Area Level 3 western portion of property; Landslide Hazard Area Level 2 eastern portion of property; Fish and Wildlife Habitat western half of property 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. Washington Department of Fish and Wildlife Biologist Shelly Ament was called and she indicated that the site is approximately 1/2 mile from a know eagle nest and that no management plan would be required. 7.) 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 (see attached). 8.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-800-11(1)(b)(i). 9.) This approval is for construction of a 885 square foot deck 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. 10.) The parcel is a legal conforming lot that is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map, effective 8/28/98. 11.) A septic system and drainfield was installed on the parcel under permit SEP99-00094. It was finaled April 17, 2000. 12.) A standard critical area wavier(CAR99-00143)was finaled by Jefferson County Department of Community Development on May 17, 1999 for a new alternative septic system. 13.) A septic system permit application (SEP90-00078) for a conventional system was applied for and cancelled July 27, 1993. i:\F_BLD_Permit_Buildng.rpt 10/29/19 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DAVID BURROWS 4472 SR 20 PORT TOWNSEND WA 98368 DATE ISSUED: June 14, 2001 DATE EXPIRES: June 14, 2002 MLA NUMBER: MLA01-00243 PROJECT PLANNER: J SMITH PROJECT DESCRIPTION: Add 885 square foot deck to existing residence PROJECT LOCATION: Parcel number 901 081 006 in Section 08, Township 29, Range 01 West, WM located at 4472 SR20, Port Townsend, WA. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The applicant is proposing to create or add 885 square feet of impervious surface and 50 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that you proposal submit a Stormwater Calculation Sheet. The applicant submitted a Stormwater Calculation Sheet. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on June 5, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Susceptible Aquifer Recharge Area western portion of property; .Landslide Hazard Area Level 3 western portio of property; Landslide Hazard Area Level 2 eastern portion of property; Fish and Wildlife Habitat western half of property 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-800-11(1)(b)(i). 7.) This approval is for construction of a 885 square foot deck 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. 8.) The parcel is a legal conforming lot that is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map, effective 8/28/98. 9.) A septic system and drainfield was installed on the parcel under permit SEP99-00094. It was finaled April 17, 2000. 10.) A standard critical area wavier(CAR99-00143)was finaled by Jefferson County Department of Community Development on May 17, 1999 for a new alternative septic system. 11.) A septic system permit application (SEP90-00078)for a conventional system was applied for and cancelled Jul 27, 1993. CONDITIONS: 1.) 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. The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. Washington Department of Fish and Wildlife Biologist Shelly Ament was called and she indicated that the site is approximately 1/2 mile from a know eagle nest and that:no management plan would be required. 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 (see attached). 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. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of 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 Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. 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 floodplains are advised to do the following: - Set back buildings, utilities and roads as far as possible from surface waters (streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -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 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 at (206)526-6613, or the U.S. Fish and Wildlife Service at(503) 231-6121. Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Cour within twenty-one (21) calendar days of the date of issuance of this land use decision. For more information r I judical appeals see UDC Section 8.5.2. UDC dministrator BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00260 Received Date: 5/7/2001 SITE ADDRESS: 4472 SR20 PORT TOWNSEND, 98368 APPLICANT: DAVID BURROWS PHONE: (360)379-3947 4472 SR 20 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 40 PARCEL NUMBER: 901081006 Section: 8 Township: 29 N Range: 01 W CONTRACTOR: OWNER PHONE: ARCH ITECT/ ENGINEER : PROJECT DESCRIPTION: DECK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP DEK MAIN: VALUATION 7,450.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 745 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 1 Exist: 2 Wetland Erosion Prop: Prop: Seismic Streams Total: 1 Total: 2 Flood Way Floodplain F&W Landslide Routing Date: Shoreline Aquifer Forest: Commrcrsl mow: <.., mi Pr xity - m7.I �r — Type Amount Paid By: Date: Receipt: p -)ermit $153.25 MAM 05/07/01 38984 3n Check $45.98 MAM 05/07/01 38984 JUL = 2 2001 e Building Code $4.50 MAM 05/07/01 38984 JEFFERSON COUNTY Total: $203.73 GON: N! DE NT Ail LA- 01 -24-3 c Jefferson County Departmen-rya_unity Davelopment (r- SON 6 621 Sheridan Street.Port Town:;.1 I t : ; ; ; ; - ; I ,., ; !• ._.\ y ' 1-4 Peru a o ,� �s�nN�z° C��tIIt) - 7 2001 \\] t Pro"ect Description: JEFFERSON COUNTY Building Type: Project Type: V•� � AI SZIP'''''a�'�� =:ril ENT Single Family New y%ood Garage Attached/Detached ldditioD Steel Modular Alteration/Remodel Concrete - Commercial Repair Masonry Multi-family/#of Units Demolition Other: Ind trial /� Other: -WG'/1 Be.iooms: Bathrooms: Type of Sewage Disposal: Type of Heat: L Choose one: Existing: / Existing: ` Z .: nmmunity System 4! . 11 Electricity Oil Proposed: 0 Proposed: © - Individu tem' /v•Pr- Wood tove Propane Total: / Total: / 1 — . If ^' 'i; not sewer,fill out the following: _: Heat Puna. /I/ - Conventional (\lternative' it er Permit# SEP Water Su..1 : Two Party Well Public:Name of water system: Square ootage: For Office Use Only Main Floor UBC OCCUPANCY GROUP 2ND Floor Base fee I -Zy 7 3rd �Floor Plan Check fee LE -`7 b Htd Basement State Surcharge fee l ' SO /- Unhtd Basement Subtotal -o 3 -7 3 Garage/Carport Q') Pot Water Review fee OrA Decks 7 5 0 1 7(S-D 911/Rd Approach fee Commercial TOTAL .-7 Industrial Receipt# 3$a Other Cash/Check# jg l Total Valuation: Initials P Or Date ./� ton 1 ffEstimated Cost: Si 00 0 If within 200' of the Shoreline, `Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any ion of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey'ss fees and expenses which may in any way accrue fferson County as a result of or in consequence of the granting of this permit. 'cc to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. ght of entry to the applicant's roperty or structure shall be requested and shall occur during regular business hours. Date: t'S 05`0/ `CNTR\IN FOBLDG\FORMS\BLDpermitApplicationl/2000 0,--,-,- z. 0 _?3, ,s--,‹ ey ir , , ._ ___ ' - - /' .._.___ _____________ ,, .._._._. ..__,,.______..,.,, „. . , ______„._.._ ___ ,__.__._„,___ . _7....____ ,„ _.„ VI IV J---,,9, ..- _ fri sN I1 01 II i ti .:47,1,._.,,-,,- U ($ - 1- r J.:lir. y d �'; — _ -- ----- — t.:_>11 ,<:7,,,:,___",_-\'d a h� / ,> (V ( .11.'.1 O Z. 1 :3\ H 4.4 ,1,VI I , `l 4 ' si 4. ti i �� A b i L: III s' U �f I 1-1180 1) rt-f , 0 h f 4 lis;i11 ifr,4 ,..., in It C�7 r e,a 1 ku C4 \ 1 . 44:: 0-3 zilill �~ r It , 7.. 4 Inl�4. i ! �.� -�-Jn__ _ - 1 I 4-1 c� <Z I h. 1,1 WO m o (1 U1J 7, �,l G1 �� tn z �� - � hj D � p � C i Y / Inni 1 -''' / l �i\.. , ... �: i91ivl N - F= % i � `..rl` I 1, ft, ALL ouTSIDE COAtJ61L9 8 CA,- t CPJ DS I'l (_I (stiff .� 9 S•I t*.r) i',�SY J I f l �"ilcf)p i%es/ N ,it) C a T PJS `I 2 )<6 P'I DrACo^j11L 3xIO Y'1 t4 2x 6 p-r _- �IRG �IaAc� pfl;lt "yC'D fluipeuplf JF �cld';T'�r5y �- F 3Yktr�. �xN P-T 7artr � NOTE: WHEN HE EXTENDS I TO E WALL NAIL�L TO HDR P R D TL .. 6 MITCA dolls � 12 h" -r;�f+t'S' ANC b 1r7P1 ids '� vP+cAL 6xlDP7 Scr1rts 1 r _ 1 \ r< I (�IJi) T P Fqs CP*A o,�IroS L� �.l - �., 13 la -r= 7v � � �ptvD 2 7 TrrT / _ 1 s rw'9 s To F rtj -J it r r �F L - ---- _ r 1 P% 9oaRLL �� AC 2X6 P I �715'F$ I E I ING 2y�lOFY' `.2x(, �1HGdkFl "s 7olSY i \�.3 HRN[r Tr n-1 KaW�r J 2x6('-r vinf; 2�6rT gxl0 PT -joIS-r5 k1AN6uTl I 4 L( I.�tYt pN !61 (3%Acd 6uL LIPAC� 6o i To Fas rS 't 1 - ---- G6 rrieNS I S��EJ �T}OlV ,".1 B t NANa rJ 6anins ?'LEDGER FOR �� �' i"'s oN J6"c6u>ePS TURF DECK \ 6x10 P r BUILD 5/4' CEDAR DECK PICAL 4'zar'l ONTOP OF WEATHERDECK i� _t' y' I START JOIST INSTALL SPACER FOR DRA o-t. �Q. VENT AND PXI STlN G Xxlol+"' GACO (2) COAT FLUI irpxrp LAYO HERE I SOFFIT 4�� APPLIED RESIDENTIAL NOTE: WHEN HEADER EXTEND POST- I 6x6 P-T � I EDGER FOR INTO LYWOODSPEAR TO WDR PER 1 L NSTALLATION TEN YEAR DECK - INSTA POST PER MANUFACTURER'S * ____ R >T _ - - - - _ - - -1 _ . .a c TU(2E DECK y .�' PECIFICATIONS O TAIL-t�-'--- �� F PROw17 PLT ` ,�] > P.T. 6;d2 F•I 2 x6 vr�T" LJ f I I Ir— Ec4--t- - Rcure 1i 71"11 i 5 I Poi, 17 'Lxl I G try 1 r" 1 P-T_ a POST 2.K10L�l�f i3. 1 L% N , , CAP 2x6 r, T+C 16 (SO L'I6)fD f�„6jtdC'C O j `q d i° �Xlof aL I �t2�1I'I I c ,L1 I 4 A `0 B RI W L x6 b�t w10P <8Pt Jols-rs i anti � EIArrU S � I I I I I r,.f `fl 1 i� - jr-xTENo LeuG�k r IMAku PL)tddI- I �21VrfwraY s/;RII� I I B 11 Il R 2x(7 Pj 7oa5 SLOPE TO SGUPP R /r7 bxro P.T bxl2 P.T. ` nK-tic, 0 D / POST W/ pNn e c is r TIM 1/4" PER FOOT, TYP A ....... Ib"�.. _ � _9' .��'L....... _ - ...... -' R - f1P�St/'G C3,gri Sv %'PC !?13'W LA,� S4fAf 3� SCALE 1/4' = 11-o' LPL 6 P ST- W/ CB o L I n 7ovRG_/s 2 % l2 .- i�� PT 9&1,rr ..� OF LEDG FUTURE C TYPICAL —� _ N. 2x CT" DIAL I,JTgcr H(`i N'G FROrT r~X lST I G BK'R I'1 WHrcy CS SAP oft irVJ nJ+4ot<e JF: �Y /Sp3sfF � Is7. TA 14' AT 16' D.G, FROM ABOVE l I LINE GARAGE ABOVE +I / NEW 1��G.y tilt 1. y� lltart.c iHi3M `3C� r,tc,rJ G�t�l,: �, 745 0 DLLI/,!Nc rlN-rey?iyL l >(6 A,HIN0 OCsG-V D!t QUt(/tJL6//j I I I 2XI2 PT --so 15 r !b`oc 4D F_ _'- NOTE: EXIS%(WG AR, LL PLYWOOD T pueilv DETAIL 1 'b'-5 1/2' HEADER $ CEDA ;1,/4*x4,5PACED -� FUTURE DECK (3RAC6- NAItd-o OST TcP ADDITION / 807;- om OF L VtA7/ .i cat s T, i 0X71'In/6 w, i /a /0S4 cin A 64GP` i r026 /O IZ't 4616vrr&eRA05 I SI t I f1OO Po57- WE I i 9 —_ D6L)d(r ?_ x I er 31r70 .$ - 1 Q ON 'tINSr r��(cA,vaa 11 FILLED H 1 - _ rlAfaean s + f6o+TaG acTt lu" PoST'S HOT -rug sirs Of) ®acA-V 6 P.T , 6x12 P.T \ x6 PT OST 1T' Tlf; 5-rm& POS SIR r-X=FEIhlEM_ NAIL 4 y� I CAP �7 I F � HEADER _ I= is II li IJ I I II 11 II II II it II 11 it II II II rl I I II II 5IMP60N U210 HANGER OR EMAL (TYP.) 2x10 P.T. LEDGER W/ (2) 3/5' DIA, x4' LAG SCREWS • 16, O.C. SOFFIT AND VENT AT CANTILEVER DB SUNKEN V L9F_-roxro P.T. TUB 0)TOP OF 1POST p TUB i """` -- IMPSON L126 DECK HANGER OR 2 8 JS S d EQUAL (TYP.) 14' TJI A 16' .C, 2x8 I SOFFIT VENT AND / SOFFIT � f - � � l- &xr- P.T. DML POST 2:<8 P.T. LEDGER W/ (2) 316' DIA. x4' LAG SCREWS B 16, O.C. MAY - 7 2001 D JEFFERSON COUNTY DEPT. OF COMh1UNITY DEVFi nPAAPMT FLOOR FRAMING NOTES • WRITTEN DIMENSk�)NS TAKE PRECEDENCE OVER SCAj ED DIMENSIONS. VERIFY ALL pIMENSIONb AND CONDITIONS IN THE FIELD • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. • ALL HEADERS TO BE 4 x 10 DF 02 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4'-O' SPAN AND (2) TRIMMER STUDS OVER 4'-0'. UN.O. • ALL GLB TO BE 24F-V4 DF/DF UNLESS NOTED OTHERWISE • SEE FLOOR AND / OR FRAMING PLANS FOR BEAM SIZES. • PROVIDE SOLID BLOCKING AT ALL BEARING POINTS •M DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS. UNLESS NOTED OTHERWISE. •( DENOTES POINT LOAD FROM ABOVE • CROSS HATCHED WALLS INDICATE BEARING WALLS TO BE FRAMED WITH 2x STUDS AT 16' D.C. MAX. U.N.O. • SHADED AREAS INDICATE SOFFITED AREAS. SEE PLANS FOR DEPTH • ALL VOID SPACES TO BE FIRE AND DRAFT STOPPED PER UBC • FLOOR DIAPHRAGM: 3/4' T 4 G PLYWOOD GLUED AND NAILED TO JOISTS. PROVIDE SOLID BLOCKING AT ALL UNSUPPORTED EDGES. • ALL WINDOW HEADERS TO BE SET AT 6'-10' ABOVE FLOOR, UNLESS NOTED OTHERWISE. • JOIST HANGERS TO BE 'SIMPSON' UN.O. • PROVIDE 'PB' POST BASES AT POST TO FDN. CONNECTIONS UN.O. AND 'AC' POST CAPS AT POST TO BEAM CONNECTIONS UNO. THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF DESIGN RESOURCE GROUP, INC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE 15 STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM DESIGN RESOURCE GROUP,INC. 4 COPYRIGHT IM DESIGN RESOURCE GROUP, INC. REVISIONS O c ltJ N H m EL V I O�O c^e' 1.� Z M� Er W Q Q3 0 z kn Z Q O resource group I n c o r p o r a to d 13400 Northup Way - Suite 22 Bellevue, Washington 98005 Telephone: 425.562.9496 Fax Number. 425.562.8764 Email: into®drgarch.com Web: www.drgarch.com DATE 3-3-gg JOB NO- 98m8 i SHEET 4