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1047 BELL ST (2).PDF1047 BELL ST •R. ADDRESS: TAX ACCOUNT/PARCEL NUMBER:OV 13�zc) `t I O z5DO BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS:- ZDtj— u-Lg DETERMINATION: ❑ Conditional Waiver ❑ Study Required [Waiver DISCRETIONARY PERMIT #'S: •{1Rd�1���[At>� �� ' OZ) DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS ft-Ei7b`lZ+� enC6� lq*l32 bWo Iga(00' 11(Plu.wmb) 2z�Z- c) zLz1km 2-23z 03�H W Q e � PLANNING DATA CHECKLIST DATED: 1I V I i b SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED.1LS�Z— SIDE SEWER PERMIT(S) GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: LATEMP\DSTsTonns\St eet File Checklist.doc 02/27/1,00 01:29 2066221766 TOHK!H/HOYNE/LOKAN PAGE 03 EXIST. LIVING DECK RENOVATION I TO BE DETERYIMED .... ... A� FURR OUT FIT JSpW G!4ED FOR ALI® FMI I / � I T � —TRAM PLATFORM USE TO BE OETE►a"IINED r)T. I ��. • / PAA90 TM [EXI9 KIT I � � MAIN DWELLING: �- 1"I99 SF NEW STEP ' 1.1T•OTAT o �J ROOF L ABv_, I V. / I �I I9d IQ 1 77q.1 I _fit 12b I I 4 � 60FFIT b / 7 I_ z NEW i �� o N�GP1U WOOD �rCMEN � I Q I I I I I I I 9 I FLOOR WLL, FINISW FLOORING OVER 3/4" T40 PLYW'D. OVER 2 X 0 JOI&TE • 16" Or.. GARAGE � I Z ' E I I ° I I I I I ADU = TOTAL NE + M DELED AREA. . 34 4 SF : 'b0 OF' pia 7' 4`- Iry j. r,�, � T6 SF . 30 BF 17T ,a: ie 8F i� eF FEB 2 7 2002 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS 02/27/2002 01:29 2066221766 TONKIN/HOYNE/LOKAN PAGE 02 v PATId"1 POINT . 100D0' UP EXIST. I� DECK ;—R I SLAG ELEV . 1005 i I — — \ � U FTRr /EXISTING I STORY CARGARW STREET I % STRUGTUI�E �L _L \\/ I � EXIST. I � / \ � DECK L — — 144.6 1 IPA" SPACE 9 (E) OW APPROVED BY PLANNING 2 51TEPLAN- go�- R FEB 2 7 2002 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS A REVISION 2/27/02 DNWWNC rAE: -MEET ND.: Tonkin Hoyne Lokan ARCHITECTURE & URBAN DESIGN Aker's House Remodel 1047 Bell Street Site ie Sk-�1 204 FIRST AVENUE SOUTH SEATTLE. W'ASHINOTON 96104 PI10NE: (M) 624.78601 FAX; (206) 622-1766 Cwner - Jsn Nilsen 1047 Bell Street Edmonds. Weshingten 3CALE: 1' = 20'-0" DATE: 2/27102 • L_J PLANNING DATA SITE ADDRESS: IOL-i PROJECT DESCRIPTION REDUCED SITE PLAN PROVIDED?: Rel / No MAP PAGE: CORNER LOT: Yes / o a FLAG LOT: a9_S_fQ0 ZONING: - CRITICAL AREAS DETERMINATION M - o - N a c+ ❑ Study Required: Waiver ❑ Conditional Waiver CHK#: C) Q- SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ❑ Exempt SETBACKS: Required Setbacks% Street: �)o Left Side: '15 ' Right Side: 5 Rear: I FJ Actual Setbacks. Street: 1 O ' Left Side: 1 O- 5 Right Side: S Rear: i s Street map checked for additional setback required? Yes / No / A ❑ DETACHED STRUCTURES: ❑ ROCKERIES: ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: ❑ STAIRS / DECKS: PARKING: Required:_Q� Actual: > '�Z LOT AREA: ., • T a LOT COVE STRE"&Wi FILE _ .ar�'38 -13Z0C BUILDING HEIGHT:- �_o{- Datum Point: U Datum Elevation: Maximum Allowed: Actual Height: a A.D.U. CREATED?: No / es SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No OTHER--*- Wka_ckS AW can 4_c, ^p IV c�rJ2o Apo z - i 5 - A►=k_> Plan Review By. �in6r_ O—A NA!2 c I NewBPP1anningDataForm.D0C Critical Areas Checklis CA File No: 12-61 Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location: ID417 2. Property Tax Account Number: 43A Del nu Gb 3. Approximate Site Size (acres or square feet): t 4. Is this site currently developed? ✓yes; no.' !/ If yes; how is site developed? 5/Y1gle- M$4Mee, 5. Describe the general site topography. Check all that apply. Flat: ' less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). . Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal'distance of 33 to 66-feet). Steep: grades of greater, -than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe):' 6. Site contains areas of year-round standing water: Approx. Depth:. 7. Site contains areas of seasonal standing water: ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway _ floodplain of a water course. 9. Site co tains a creek or an area where water flows across the grounds surface? Flows are year-round? u Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed urban landscaped (lawn,shrubs etc) YES 11. Obvious wetland is present on site: Critical Areas Checklist.doc/3.19.2001 • City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this .form 1is to,, be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff, to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observatip s of these x@hta available at City Hall (Critical aiUs mventones, maps, or soil surveys). C,[ 0 - 201M Date Received: IQ I U I City Receipt #•. S Critical Areas File #: C A -of- Zq •.:Critical Areas=Checklist Fee: � - `$45.00 Date, Mailed to.ADDlicant: A property owner, or his/her authorized. representative, must fill` out the `checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map,. along with the signed copy of this form to. assist City staff in finding and locating the specific .piece of property described on this form. In addition, the applicant shall include other pertinent information (e:g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the.processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true; and convect to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent.to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER PLEASE PRINT CLEARLY Owner/Applicant: .fprNEr L.. Name /0#1 044, sr Street Address City State Zip Telephone: 'd-7 Email address (optional): DATE. Applicant Representative: Name Street Address City . State Zip Telephone: Email Address (optional): . Critical Areas Checklist.doc/3.19.2001 w , APPLICATION The Cityof Edmonds for SIDE SEWER PERMIT NEW CONSTRUCTION ❑ REPAIRS ❑ EASEMENT No . .......................................... 118-01600 OWNER-----------Shj-PPQn-a.--F1QnenG.e...................................................... CONTRACTOR ......... --........................................................ ------------------------------- PERMIT No....................... ADDRESS ....... 1DA7... Bell ... ST_...................•----------....--------------••--------•------ LEGAL DESCRIPTION: LOT No. .............................................. BLOCK No............................................. NAME OF ADDITION . 1-1 Lu J LL LL! cc H-- co DYE TESTED ON SEWER, 1972 Approved: DATE................................................ By .......................................... ........... ................. PUBLIC WORKS DEP IST� BUILDINGP _ w JST (address) to Street Right -of -Way Existing ®/CpQ REQD z Access Easements Existing ) 10 0 Gr REQD. H 1:4 Utility Easement Existing �� �� REQD w Lot Per Subdivision Plat "" Assessor Map. w Site Plan Checked for Accuracy 7, z Underground fairing Reqd. H Check Accuracy of Legal Description i% z Review by ?j Date 2 . w Existing Water Main Size t in Required rvice quired :Hydrant Size Exis t drant Reqd Per Fire Code Size w Detector Check. Meter Reqd-.-.. Cross Connection Inspec 1 H Fire Department is Wa Meter Charge Regd. Review by Date Septic Tank Design Approved Date is Tank Permit Reqd. Permit No. Sanit Sewer Availability Proj. Drawing No. File No. Side Sewer Availa ity Sanitary Sewer Connects �eed. 3 Review by Date w Open Ditch Existing Regd. Z Culvert.Regd.. e c6 Catch Basin Reqd. Indicate Site'Plan 0 Shoulder dra' e maintain collection on swale open runoff H Manho regd. Indicate on Site Plan Soil Conditions and Ground Water Field Checked Review by Date Revised: lv10-1977 Page 2 vg Regd. H ... Curb and Gutte w Sidewalk Reqd. w Curb Cut for Driveway Reqd. P4 ' Right -of -Way Constructi rmit Reqd. H ". Bond R��f�o is Improvements S Sign Reqd. Other Signing Reqd. A ermit Site Inspection made on z BY: SEWER w w WATER a H �z+ STREET ENGINEERING Special" Requirements listed in memo to Conmmity Development Department, Building Division BY ����� Date o *" All items filled in on Building Permit Application x .N� 7By �� Date �'. Drawings -Stamped and.Notations Made 171 w BY Date Approved by Public Works Department a Revised: lv 10-1977 VICINITY MAP L Q O PROIECTN EDMONDS 6T. BELL STREET MAN STREET Lu 671- I► U IO1 I � LU N W SITE I.A FLAT < �Dr rL rrvr vrcivrIL\ rrcvty JAN NILSEN PARCEL NO.: 00434204102300 OWNER: 1041 BELL STREET EDMONDS, WA 98026 511'E ADDRESS : I041 BELL STREET, EDMONDS, WA PHONE: (425) 115-4310 ZOMItQCs ARCHITECT-. ?ONKIN/HOYNE/LOKAN 517E AREA : 1,310 5F 204 FIRST AVE S. SEATTLE, WA 98104 TOTAL BUILDING COVERAGE: 2,538 5P (34q OF 51tE) PHONE: 120(o) 624-18M FAX: 120(o) 622-I1bb TOTAL IMPERVIOUS 501L: 3fo04(EX15TINCs) + fD (NEW) = 3Jo04 5F CONTACTS: JIM RYMSXA (BUILDING + PAVMCs)- (49%OF SITE) 5EE SWEET A4 FOR GACGS. EMAIL: JAMESRaTNL-ARCH.COM IMPERVIOUS SOIL CALCS. CRITICAL AREA CLASS: NONCRITICAL AREA CONSTRUCTION TYPE : TYPE V -NR PRE-1511 AFTER IS11 OCCUPANCY: R-3 W/ (1) ACCESSORY DWELLING UNIT (ADU) EXISTNG BUILONG PAD OWNER CUP EXISNG FRONT DECK II85 SF 2234 SF EXISTING REAR DECK 0 SF 410 SF EXISTING DRIVEWAY 0 5 ADU (ADDITION) SIZE: 119 5F (719/1799 = 40.0%) � 400 SF 2 TOTAL. EXISTING IMPERVIOUS AREA= 1425 SF 3604 SF UNIT PA G : 0 - NG GARAGE PLUS (1) TANDOM. I Iw 191-011 5'-01� DATUM POINT = IVVVV' 10000' ----- I up I EX15T. DECK IF ----- 1 10 t`1AIN I --------- ENTRY X 1ST INCH 1 5TORY TRUCTUIRE �+ i 2 i I EXI f` 2� AR ----------� �� I C,��GA�4GE 1 EXIST. �� �N DECK I� i-------- j (1ATAN I M 1 I PAWIN 5PACE I/ �I I/ �I (011-0II (E) DW 111 = 10'—/III PROJECT DE S-C R IRTION ADDITION TO EXISTING SINGLE FAMILY HOUSE. ADDITION WILL BE AN ACCESSORY DWELLING UNIT (ADU), COMPLYING TO CITY OF EDMONDS STANDARDS FOR THAT CLASSIFICATION. ADDITION WILL INCLUDE KITCHEN- AND LIVING AREA. THE EXISTING 5TRUCTURE-WELL TU INCLUDE -A NEW BATHROOM, EXPANDED BEDROOM AND DINING AREA. IMPROVMENTS INCLUDE NEW ELECTRIC SEPERATE PERMIT. LEGAL D:ESCRIPTI-ON- THAT PORTION OF LOTS 23, 24, 25 AND 26, BLOCK 41, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 38 # 39, RECORDS OF 6NOHOM15H COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24.1 FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, SAID POINT BEING THE CORNER OF AN EXISTING FENCE LINEt THENCE EAST 67.00 FEET TO A POINT 1.1 FEET EAST OF THE SOUTHWEST CORNER= OF LOT° 25- AND TI-lE CORNER - OF: AN- EXITING- FENCE L INE t- THENCE - NORTH ALONG SAID FENCE LINE 110 FEETt THENCE WEST 67.00 FEETt THENCE SOUTH ALONG AN EXISTING PENCE LINE 110 FEET TO THE POINT OF BEGINNINGt EXCEPT THE NORTH 5 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON, SHEET INDEX PROPOSED ADU ALA 110N 304 SF (LESS THAN SF OF EXIST. REAR DECK) NEW IMPERVIOUS AREA- 0 SF ACCESSIBILITY: NONE REQUIRED FOR GROUP R OCCUPANCIES AO COVER SHEET, 51TE PLAN TOTAL IMPERVlM SUWACE = 3604 SF PER TABLE 11-8 AND 1103.1823 TOTAL. IMPERVIOUS WWACE PERCENTAGE _ 1310 SF/3604 8F = 45% Al FLOOR, FOUNDATION, ROOF PLANS THE EDMONDS COMMINITY DEVELOPMENT CODE (ECDC) (CHAPTER 1830) HEAT TYPE: GAS FIRED FORCED AIR - EXISTING REQUIRES SPECIAL DRANAr'sE CONTROL ON ALL DEVELOPMENTS WITH OVER 2OW SQUARE FEET OF NEW IMPERVIOUS COVERING. PROJECT WAS 0 -SF OF NEON IMPERVIOUS AREA: v v v v- v ERGY -NOTES OMPLIANCE: N OF WSEC, INCLUDING CHANGES FOR UNLIMITED GLAZING IN R-3 (SF RESIDENTIAL) BUILDINGS rrA•t.r• vco5cc tj vN.c>E2- - Ropo�er,> GLAZING SF: TOTAL ADU ADDITION GLAZING = 11B SF. 2mz- INSULATION: GLAZING (INCL. DOORS W1 fE 5090 GLAZING). U = AO MAX. DOORS (NON -GLAZED): U : 20 MAX. CEILING: U = R-38 VAULTED CEILNG: U = R-30 WALLS: R-21 FLOORS: R-30 SLABS: R-10-- n VENTILATION: REQUIRED VENTING: 304 / 300 = 141 50. IN. f PROVIDED VENTING: GABLE = 50 SQ. IN ROOF JACK 49 5Q. IN. 6' SOFFIT VENT = (2) 2 1/2 DIA HOLES - '- PER BAY = 15 S,I./LF 12 LF X (15) = ISO 1. ��/OK - 0 180 + 99 = 279 S.I. C T R 1 I rT I 1 R A 1 NI nT .. DESIGN LOADS: CONCRETE: RE INF, STEEL: FOOTING BEARING PRESSURE: 2000 PSF ON DENSE NATIVE MATERIAL OR COMPACTED STRUCTURAL FILL. ALL.EXTERIOR FOOTINGS SHALL BE- A MINIMUM OF 12" BELOW FINISH GRADE FOR ONE STORY CONSTRUCTION. SLABS AND FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE PERMANENT POSITIVE DRANIAGE OF BUILDING PERIMETER. ROOF = 25 PSF RQQF DL 15 P5F FLOOR = 40 PSF FLOOR DL = 15 PSF WIND = 80 MPH, EXPOSURE 1151' SEISMIC ZONE = 115" fc = 3000 PSI FOR ALL CONCRETE PER UBC AND ACI CODE 318 CONC. RE1NF. STEEL PER ASTM A6&, GRADE- 6f11-(fg - -- (o10,0w) psf); EXCEPT_ - SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi) LAP CONT. REINF. BARS 30 BAR DIAMETERS, I'-7" MIN. WWF TO CONFORM TO ASTM A185. U.ON. COVER TO BE: BOTTOM OF FOOTINGS: 3 INCHES FORMED SURFACES: WEATHER 4 EARTH FACE 11/2 INCHES. INTERIOR FACE: 3/4 INCH A2 ELEVATIONS Al- BUILD Wu SECT ION5- - A4 DETAILS, DOORN11NpOlU SCHEDULE CODES AND REGULATIONS NOTHING IN THE DRAWINGS AND/OR THE ALL WORK SHALL CONFORM TO THE 1997 UNIFORM SPECIFICATIONS SHALL BE CONSTRUED TO BUILDING CODE (UBC) AS AMENDED BY THE n131 PERMIT AN INSTALLATION IN VIOLATION WASHINGTON STATE AMENDMENTS TO THE UBC, AND OF APPLICABLE CODES AND/OR RESTRICTIONS. LOCAL CITY CODES. SHOULD ANY CHANGE IN THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR REQUIREMENTS,. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK WORK ON ALL PARTS PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS AND CODES. PLYWOOD ROOF SHEATHING: 5/8" NOM. APA RATED 24/0, EXPOSURE 1. SHEATHING: NAILING: IOd (COMMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE SUPPORTS. FLOOR -SHEATHING: 314* N01" .' APA- RATED TtG' STURD-1-48/24, EXPOSURE-1. NAILING: 10d (COMMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE SUPPORTS. NAILING NOT INDICATED SHALL FOLLOW UBC TABLE 23-II-5-1 SEISMIC SIMPSON 11U" TYPE HANC�E:RS.FOR 2X- AND 4X l" IMBER& AND- "ITT" TYM HOLDERS/ HANGERS FOR PLYWOOD WEB JOISTS. HANGERS: SIMPSON "CC" TYPE COLUMN CAPS AT ALL GLULAM AND PARALLAM BEAM TO POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE COL. CAPS UDN, ON PLANS: &NPWN- " PC TYPE POST CAPS- AT ALL BEAM- TO POST CONNECTIONS.- P06T5 - LOCATED IN BEARING WALLS DO NOT REQUIRE COL. CAPS U.O.N. ON PLANS. 5IMP50N "PBS" TYPE POST BASES FOR ALL POSTS BEARING ON CONC. UDN, WOOD TRUSSES SHALL BE FABRICATED PER UBC STANDARDS SEC. 2343.1. SHOPS TRUSSES: DRAWINGS SHALL BE PREPARED FOR REVIEW BY ARCHITECT AND BUILDING OFFICIAL INDICATINf� £ALCULATIONS= MEMBER SfZE; GRADE-; ANC1=10RINE�, ANI� SIZE AND TYPE OF CONNECTORS. DRAWINGS SHALL BE STAMPED BY A -oF�j�OI,� PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. TIMBER: 2X MEMBERS; H.F 02 (Fb =1270 PSI) --� ��y r,� ��.����� � PLATE MFG. MUST BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPU AND . 4X MEMBERS D F2 (Fb 1080 PSU HAVE A CURRENT ICBO REPORT FOR ITS METAL GUSSET PLATES. 6X MEMBERS: D.F. I (Fb = 1350 PSI) �n� P LUMBER NC; T NOTED: D.F. V BOLTS IN WOOD CONFORM TO ASTM A301 DEVELOPMEICES M, CITY 0. E ONDS co CA :.. c0 co 44 -0 t - L►�� cq ~. bO Chi m cC A 02 a� 02 cd 10 rd � co 0 co co r- ai C U CQ � rn �z -� a 02 �. zo AkfJf OLCo I— �= Y Z �_ W 3 w � w O a � w � W cn 0 DRAWING ISSUE A REVIEW CORRECTIONS 3/8/02 FOR PERMIT ONLY THIS DOOu ENT a" BEEN PREPAY FOR PEFM APPLICATION AND IS suaW TO FEM AND 11WIP CATIONS BY G 1` AGEi 11 DRAWING TITLE COVER SHEET, SCALE: AS NOTED PLOT DATE: 01/09/02 CAD FILE: PROJ, MGR.: JAR -DRAFTER: PP SHEET NO. �4 NOT FOR CON5TRUCT I ON f ... STREET FILE A•, .. -,„ 1 i I q �1.11. � 041 7 � S+ ,*4,, n1i 1� 02/27/2002 01:2.9 2066221766 TONKIN/HOYNE/LOKAN PAGE 02 SITE IS FLAT DA" POINT ■ Imm(-'' UP —tom I 51TEPLAN OpROVED BY PLANNING, Z A REVISION 2/27/02 bAWrNO tM.: SHEET NO.: Tonkin Hoyne Lokan ARCHITECTURE & URBAN DESIGN AkeCs House Remodel 1047 Bell Street Site sk-1 204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON S610a PHONE: (208) 624-7 860 / PAX: (20ti) 622-176b Owner - J3n Nilsen 1047 Bell Streel Edmonds. %AI3shingttn u"VYLK: PROJ. M00.. 3CALE: 1' = 20'-0" eATC• 2/27t02 r 15n 4 2�2 252 534 ACCEPTABLE TIGHTLINE MATERIAL SDR 35 SCH 40 N -12 F810 HANCOR GUTTERS/DOWNSPOUTS TO CONNECT TO EXIST. SYST. VICINITY MAP a u d LJ E C T wMONpS sT. u�� BELL STREET MAIN PROJECT TEAM OWNER: JAN NILSEN I041 BELL STREET EDMONDS, WA 98f026 PHONE: (425)'I15-4310 ARGH I TECT: 70NKIN/HOYNE/LOKAN 204 FIRST AVE S. SEATTLE, WA 98104 PHONE: (20(o)624-1880 -AX, _(2(D6) 622-I166 ��CONTAGTS+�JI�M RYMSZ EMAIL: JAM�R-s1N-ARGN.COM /-"� IMPERVIOUS SOIL CALCS. PRE-1911 AFTER n11 EXISTING BUILDING PAD 1185 SF x3:CSF EXISING FRONT DECK 0 -" EXISTING REAR DECK EXISTING DRIVEWAY 0 SF 240 SF �560 SF 40eT -- TOTAL EXISTING IMPERVIOUS AREA= 1425 SF SF AV0= 304 SF (LESS THAN SF OF EXIST. REAR DEFK2 PROPOSED ADU ADDITION `P7 (01' _ ll NEW IMPERVIOUS AREA= — — — — TOTAL'. RVIOUS SURFACE = 3604-6F j �i► 7 . TOTAL IMPERVIOUS SURFACE PERCENTAGE • %- THE EDMONDS COMMUNITY DEVELOP( ANT CODE (ECDC) (CHAPTER 18.30) R�QU1RES SPECIAL DRAINAGE CONTROL ON ALL DEVELOPMENTS WITH �I I OVER 2AW SQUARE FEET OF NEW IMPERVIOUS COVERING. w PROJECT HAS 0 SF OF NEW IMPERVIOUS AREA SITE IS FLAT DATUM POINT 100.00' - 1100.00 40,60, UP I I EXIST.` DECK s I I I I I I ADU ENTRY ---------J\ EXFIi G 1\�TdIRy STRUCI�RE IMAIN I — RAGE) ENTRY ' ) � it I IIL � 1 �l �, X/ � I I I C AR GAGE I :DECK: I�--_----- k--=--- IC- --� j (1hTAN IOM _ 1 PARKIN SPACE I v Lu (011_01 (E) DW 51TEPLAN APPROVED AS NOTED BY FNGINJEERING 17 Date: P-NIP-Rr.Y NinTFI:� SITE INFORMATION PARCEL NO.: 00434204102300 SITE ADDRESS : 1041 BELL STREET, EDMONDS, WA ZONING: R-6 SITE AREA: 1,310 SF TOTAL BUILDING COVERAGE: 2A38 SF (3496 OF SITE) TOTAL- IMPERVIOUS SOIL: PROJECT DESCRIPTION ADDITION TO EXISTING .aINGLE FAMILY HOUSE. ADDITION WILL BE AN ACCESSORY DWELLING UNIT (ADU), COMPLYING TO CITY OF EDMONDS STANDARDS FOR THAT CLASSIFICATION. ADDITION WILL INCLUDE KITCHEN AND LIVING AREA. THE EXISTING STRUCTURE WILL BE UPGRADED TO' INCLUDE A NEW BATHROOM, EXPANDED BEDROOM AND DINING AREA. IMPROVMENTS INCLUDE NEW ELECTRIC AND MECHANICAL UNDER SEPERATE PERMIT. LEGAL D E c� C R I P TI O N (BUILDING + PAYING) THAT PORTION OF LOTS 23, 24, 25 AND 26, BLOCK 41, CITY OF EDMONDS, ACCORDING TO CRITICAL AREA CLASS: NO- G ITICAL AREA THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 38 4 3S, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24.1 CC )((ADDITION) TRUCTION TYPE : TYPE V -NR FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, SAID POINT BEING THE CORNER OF AN EXISTING FENCE LINE± THENCE EAST 61.00 FEET TO A POINT 1.1 FEET EAST OF THE OCPANCY:' R-3 W1(1) ACCESSORY DWELLING UNIT (ADU) SOUTHWEST CORNER OF LOT 23 AND THE CORNER OF AN EXISTINGG FENCE LINE± THENCE OWNER OCCUPIED NORTH ALONG SAID FENCE LINE 110 FEET± THENCE WEST 61.00 FEET± THENCE SOUTH ALONG AN EXISTING FENCE LINE 110 FEET TO THE POINT OF BEGINNING± EXCEPT THE A SIZE: 304 SF (304/2,538 = 12%) NORTH 5 FEET THEREOF, SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. IT PAWING; (3) TOTAL - (2) IN EXISTING GA SHEET INDEX PLUS (1) TANDOMLl .'` �. ACC 55151LITY: NONE REQUIRED FOR GROUP R OCCUPANCIES AO COVER SHEET, SITE PLAN PER TABLE 11-13 AND 1103.IB2.3 SON011103 d0 A110 Al FLOOR, FOUNDATION, ROOF PLANS 'U10 S301Aa3S 1N3Wdomma H AT TYPE: GAS FIRED FORCED AIR - EXISTING A2 ELEVATIONS zooz 1.1 111W C33AI30321 A3 BUILDING SECTIONS A4 DETAILS, DOC'R/WINDOW SCHEDULE CODES _AND REGULATIONS GLAZING: PER CHAP. 6 WSEC. REFER TO DOOR/WINDOW SCHED. SHEET A4 FOR GLAZING NOTHING IN THE DRAWINGS AND/OR THE ALL WORK SHALL CONFOR'1 TO THE 199i UNIFOIRM SPECIFICATIONS SHALL BE CONSTRUED TO BUILDING CODE (UBC) AS AMENDED BY THE 1997 INSULATION: REFER TO DETAILS AND BUILDING SECTIONS FOR R-VALUES OF MATERIALS. PERMIT AN INSTALLATION IN VIOLATION WASHIWGTON STATE AMENDMENTS TO THE UBC, AND OF APPLICABLE CODES AND/OR RESTRICTIONS. LOCAL CITY CODES. SHOULD ANY CHANGE IN THE DRAWINGS BE VENTILATION: REQUIRED VENTING: 304 / 300 = 141 SQ. IN. NECESSARY IN ORDER TO COMPLY WITH PROVIDED VENTING: GABLE = 50 SQ. IN APPLICABLE CODES AND/OR REQUIREMENTS, ROOF JACK = 49 SQ. IN. THE CONTRACTOR SHALL NOTIFY THE SOFFIT VENT = (2) 2 1/2 DIA HOLES ARCHITECT AT ONCE AND CEASE WORK. PER BAY = 15 S.IJLF WORK ON ALL PARTS PERFORMED UNDER THIS 12 LF X (15) = 180 S.I. CONTRACT SHALL BE IN FULL ,ACCORDANCE 180 + 99 = 219 S.I. VOK WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS AND CODE6. NO WHOLE HOUSE FAN REQUIRED. ADDITION IS <500 SF. STRUCTURAL NOTES - SOILS: FOOTING BEARING PRE69JRE: 2000 PSF ON DENSE NATIVE PLYWOOD ROOF SHEATHING: 5/8" NOM. APA RATED 24/0, EXPOSURE 1. SHEATHING: NAILING: lOd (COMMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE MATERIAL OR COMPACTED STRUCTURAL FILL. SUPPORTS. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" BELOW FLOOR SHEATHING: 3/4" NOM. APA RATED T4G 6TURD-1-48/24, EXPOSURE I. FINISH GRADE FOR ONE STORY CONSTRUCTION. SLABS AND FOOTINGS SHALL NAILING: 10d (COMMON) AT (o" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE BEAR ON UNDISTURBED $OIL OR STRUCTURAL FILL COMPACTED TO 95io SUPPORTS. MAXIMUM DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE PERMANENT POSITIVE DRANIAGE OF BUILDING PERIMETER. NAILING NOT INDICATED SHALL FOLLOW UBC TABLE 23-II-5-1 DESIGN ROOF = 25 PSF ROOF DL = 15 PSF SEISMIC 5IMP60N "U" TYPE HANGERS FOR 2X AND 4X MEMBERS AND "ITT" TYPE LOADS: FLOOR = 40 PSF HOLDERS/ HANGERS FOR PLYWOOD WEB JOISTS. FLOOR DL = 15 PSF WIND = 80 MPH, EXPOSURE "B" HANGERS: :. 5IMP60N "CC" TYPE COLUMN CAPS AT ALL GLULAM AND PARALLAM BEAM TO SEISC E = �� 11 MIZONB POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE COL. CAPS U.O.N. ON PLANS. CONCRETE: fc = 3000 PSI FOR ALL CONCRETE PER UBC AND ACI CODE 318 REINF. LONG. REINF. STEEL PEP,ASTM A615, GRADE 60 (fy = 60,0, 00) psi), EXCEPT 5IMP50N "PC TYPE P05T CAPS AT ALL BEAM TO POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE COL. CAPS UDN. ON PLANS. STEEL: SLAB DOWELS SHALL BE GRADE 40 (fy = 40;000 psi)... LAP CONT. REINF. BARS 30 BAR DIAMETER5,1'-7" MIN. WWF TO CONFORM TO ASTM A185. U.O.N. SIMPSON "PBS" TYPE POST BASES FOR ALL POSTS BEARING ON CONC. U:O.N. COVER TO BE: WOOD TRUSSES SHALL BE FAE3RICATED PER UBC STANDARDS SEC. 2343.1 . SHOPS BOTTOM OF FOOTINGS: 3 INCHES TRUSSES: DRAWINGS SHALL BE PREPARED FOR REVIEW BY ARCHITECT AND BUILDING FORMED SURFACES: OFFICIAL INDICATING CALCULATIONS, MEMBER SIZE, GRADE, ANCHORING, AND WEATHER 4 EARTH FACE: 1 1/2 INCHES SIZE. AND TYPE OF CONNECTORS. DRAWINGS SHALL BE STAMPED BY A INTERIOR FACE: 3/4 INC-I PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. TIMBER: 2X MEMBERS: HF 02 (Fb = 1210 PSU PLATE MFG. MUST BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI) AND 4X MEMBERS: DF "2 (Fb = 1080 PSI) APPROVED BY PLANNING HAVE A CURRENT IC50 REPORT FOR ITS METAL GUSSET PLATES. 6X MEMBERS: D.F. I (Fb = 1350 PSI) 3� LUMBER NOT NOTED: DF, 02 BOLTS IN WOOD CONFORM TO ASTM A301 ;:ink,.. r-1 0 c V11 co 0 c- � O v-' O Q0 aCQ cq r .bb cd � q o c� �X o co co CQ 4-) o a) O Zo Ld `1 t9 o 3 w o J F DRAWING ISSUE FOR PERMIT ONLY Tula DOdt ENT uW BEEN PREPARED FOR FMIT APKICATION AND 18 SUBJECT TO RENEW AND MODFICAT06 BY WYERMENt AW4= DRAWING TITLE COVER SKEET, SITE PLAN SCALE: AS NOTED PLOT DATE: 01/09/02 CAD FILE: PROJ. MGR.: JAR DRAFTER: PP SHEET NO. AO NOT FOR CONSTRUCTION AFT FILE s n VICINITY MAP a U = o . P R 0 i E C T oy EDM=s ST. OD BELL STIMET MAIN STREET a (0-1'- Y CQ w C1 SITE IS FLAT < 19'-0" DATUM POINT = 100.00' 110020 i up i EXIST. DECK _...._......_. _...__............. ............................ _..._. �.. 101. o ll tom? ACCEPTABLE TIGHTLINE MATERIAL SDR 35 SCM 40 810 RANCOR GUTTERS/DOWNSPOUTS TO CONNECT TO EXIST. SYST. APPROVED AS NOTED BY ENGI EERING Date: /�3✓l� 61TEPLAN immuollrol �� ``k 1..� ",»€ „Y� ,_:',�",,� " kh'�Z� �{YfP tZ .�'�" m; `,�!° ':t,�r� ,t.' �;.s r a�'{` .t �{ •U�'k'k �� !� # 2 i;; t`• ktr� �`" e2t, Yf t� �tgr: ,rii '{t a'a :X e a Z { � Y ,55 io47 BELF PW A H N G kr; )� STREET is==�� � EDMONDS, � �� t`�° S T �'r PROJECT TEAM OWNER: JAN NILSEN 1041 BELL STREET EDMONDS, WA 96026 PHONE: (425)115-4310 ARCHITECT: TONKIN/HOYNE/LOKAN 204 FIRST AVE 6. SEATTLE, WA 98104 PHONE: (20(o) 624-1880 FAX: (20(o) 622-1166 CONTACTS:_J_IM RYMSZA-,------ M- I�MES�T4-4L-ARCH.COM IMPERVIOUS SOIL CALCS. PRE-1911 AFTER 1511 EXISTMG BUILDING PAD 1185 SF EXISING FRONT DECK 0 SF 223--�-sF t 64PI ;t" — EXISTING REAR DECK 0 SF EXISTING DRIVEWAY 140 SF vdeSF — (D 0 TOTAL EXISTING IMPERVIOUS AREA= 1425 SF *041F TZO AV3 ,5 PROPOSERDVIADU ADDITION 304 SF (LESS THAN SF OF EXIST. REAR DECK) NEW AREA TOT& -)PPE IOUS SUIRFACE ■0WN-SF- /1�aY3 THE EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) (CHAPTER 18.30) REQUIRES SPECIAL DRAINAGE CONTROL ON ALL DEVELOPMENTS WITH OVER 20W SQUARE FEET OF NEW IMPERVIOUS COVERING. PROJECT WAS 0 SF OF NEW IMPERVIOUSAREA SITE INFORMATION. PARCEL NO.: 00434204102300 SITE ADDRESS : ZONING : 51TE AREA: TOTAL BUILDING COVERAGE: TOTAL IMPERVIOUS SOIL: (BUILDING + PAVING) CRITICAL AREA CLASS: 1041 BELL STREET, EDMONDS, WA R-6 1,310 5F 2B3 _6Ef34% OF 5 CONSTRUCTION TYPE: TYPE V -NR OCCUPANCY: R-3 W/ (1) ACCESSORY DWELLING UNIT (ADU) OWNER OCCUPIED ADU (ADDITION) SIZE: 304 SF (304/2,535 = 12%) UNIT PARKING : (3) TOTAL - (2) IN EXISTING GARAGE PLUS (1) TANDOM, ACCESSIBILITY: NONE REQUIRED FOR GROUP R OCCUPANCIES PER TABLE I1-5 AND 1103.1.823 HEAT TYPE: GAS FIRED FORCED AIR - EXISTING PROJECT DESCRIPTION ADDITION TO EXI-STING SINGLE FAMILY HOUSE. ADDITION WILL BE AN ACCESSORY DWELLING UNIT (ADU), COMPLYING TO CITY OF EDMONDS STANDARDS FOR THAT CLASSIFICATION, ADDITION WILL INCLUDE KITCHEN AND LIVING AREA. THE EXISTING STRUCTURE WILL BE UPGRADE[) TO INCLUDE A NEW BATHROOM, EXPANDED BEDROOM AND DINING AREA, IMPROVMENTS INC_UDE NEW ELECTRIC AND MECHANICAL UNDER 5EPER4TE PERMI'i: LEGAL DESCRIPTION THAT PORTION OF LOTS 23, 24, 25 AND 26, BLOCK 41, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 38 4 3% RECORDS OF 6NOHOM16H COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24.1 FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, SAID POINT BEING THE CORNER OF AN EX15TING FENCE LINEt THENCE EAST 6l.00 FEET TO A POINT 1.1 FEET EAST OF THE SOUTHWEST CORNER OF LOT 23 AND THE CORNER OF AN EXISTING FENCE LINEt THENCE NORTH ALONG 5A16NRENCE LINE 110 FEETt THENCE WEST 61.00 FEET± THENCE SOUTH ALONG AN EXISTING FENCE LINE 110 FEET TO THE POINT OF BEGINNING*- EXCEPT THE NORTH 5 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SHEET INDEX 13 1IJ.R.AS-3), AO COVER SHEET, SITE PLAN Al FLOOR, FOUNDATION, ROOF PLANS 'H10 MIAa3S 1 3NO13A3a A2 ELEVATION5 ZUU% 1 I Nvr Cl 3AI303ZJ A3 BUILDING SECTIONS A4 DETAILS, DOORAWINDOW SCHEDULE �0401 ENERGYNOTES CODES AND REG"U LATI ON S GLAZING: PER CHAP, 6 WSEC. REFER TO DOOR/WINDOW SCHED. SHEET A4 FOR GLAZING NOTHING IN THE DRAWINGS AND/OR THE ALL WORK SHALL CONFORM TO THE 199I UNIFORM SPECIFICATIONS SHALL BE CONSTRUED TO BUILDING CODE (UBC) AS AMENDED BY THE 1991 INSULATION: REFER TO DETAILS AND BUILDING SECTIONS FOR R-VALUES OF MATERIALS. PERMIT AN INSTALLATION IN VIOLATICN WASHINGTON STATE AMENDMENTS TO THE UBC, AND OF APPLICABLE CODES AND/OR RESTRICTIONS. LOCAL CITY CODES. VENTILATION: REQUIRED VENTING: 304 / 300 = 141 5Q. IN. ., ,. .>w ., .. ,.. , . .. . . . SHOULD ANY CHANGE IN THE DRAWINGS BE E YIN. T Y .....__.._ . .. _.... _ ._... ....... ....._ ._... . .. w._ .... PROVIDED!`VEN NGL"... TI : G -� 5� SO'"1�1 APPLICABLE CODES AND/OR REQUIREMENTS, ROOF JACK = 49 60. IN. ADU THE CONTRACTOR SHALL NOTIFY THE I 5OFFIT VENT = (2) 2 1/2 DIA HOLES ENTPER ARCHITECT AT ONCE AND CEASE WORK BAY = 15 5,IJLF WORK ON ALL PARTS PERFORMED UNDER THIS 12 LF X (15) = IL30 6.1. CONTRACT SHALL BE IN FULL ACCORDANCE' 180 + 99 = 219 S.I, VOK LATESTWITH THE I I RESTRICTIONS,REQUIREMENTS AND CODES. NO WHOLE HOUSE FAN REQUIRED. ADDITION 15 <500 F. STRUCTURAL NOTES i I SOILS: FOOTING BEARING PRESSURE: 2000 PSF ON DENSE NATIVE PLYWOOD ROOF SHEATHING: 5/8" NOM. APA RATED 24/0, EXPOSURE 1. MATERIAL OR COMPACTED STRUCTURAL FILL. SHEATHING: NAILING: 10d (COi~IMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE SUPPORTS. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" BELOW FINISH GRADE FOR ONE STORY CONSTRUCTION. SLABS AND FOOTINGS SHALL FLOOR SHEATHING: 3/4" NOM. APA RATED T4G STURD-1-48/24, EXPOSURE 1. BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95ro NAILING: LOCI (COMMON) AT (o" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE MAXIMUM DRY DEN5I7Y PER ASTM D-1551. CONTRACTOR SHALL PROVIDE SUPPORTS. PERMANENT POSITIVE DRANIAGE OF BUILDING PERIMETER NAILING NOT INDICATED SHALL FOLLOW UBC TABLE 23-II-5-1 DE61GN ROOF = 25 PSF LOADS: ROOF DL = 15 P5F SEISMIC 51MP50N "U" TYPE 14ANGER5 FOR 2X AND 4X MEMBERS AND "ITT" TYPE FLOOR = 40 P5F HOLDERS/ HANGERS FOR PLYIJOOD WEB JOISTS. FLOOR DL = 15 PSF HANGERS: WIND = 80 MPH, EXPOSURE "B" SIMPSON "CC" TYPE COLUMN CAPS AT ALL GLULAM AND PARALLAM BEAM TO SEISMIC ZONE = "B" POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE CONCRETE: fc -- 3000 PSI FOR ALL CONCRETE PER UBC AND ACI CODE 318 COL. CAPS U.O.N. ON PLANS. v Uq REINF. GONG. REINF. STEEL PER A6TM A615, GRADE 60 (fy = 60,000) pal), EXCEPT 6IMP50N "PC TYPE POST CAPS AT ALL BEAM TO POST CONNECTIONS. PO5T5 1 STEEL: SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 pal). LAP CONT. REINF, LOCATED IN BEARiNG WALLS DO NOT REQUIRE COL. CAPS U.O.N. ON PLANS. w CID BARS 30 BAR DIAMETERS, 1'-7 MIN. WWF TO CONFORM TO ASTM A185. UAN. COVER TO BE, 6IMP60N "PBS" TYPE POST* BASES FOR ALL PO5T5 BEARING ON GONG. UDN. BOTTOM OF FOOTINGS: 3 INCHES WOOD TRUSSES SHALL BE FABRICATED PER UBC STANDARDS SEC. 2343.1 . SHOPS FORMED SURFACES: TRUSSES: DRAWINGS SHALL BE PREPARED FOR REVIEW BY ARCHITECT AND BUILDING WEATHER 4 EARTH FACE : 1 1/2 INCHES OFFICIAL INDICATING CALCULATIONS, MEMBER SIZE, GRADE, ANCHORING, AND INTERIOR FACE: 3/4 INCH SIZE AND TYPE OF CONNECTORS. DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WA5HINGTON. �lllovED BY 4'LA`� TIMBER: 2X MEMBERS: HF 02 (Fb = 1210 PSI) 4X MEMBERS: DF *2 (Fb = 1080 PSI) 6X MEMBERS: D.F. M (Fb = 1350 PSI) LUMBER NOT NOTED: D.F. '12 5OLT5 IN WOOD CONFORM TO A5TM A301 PLATE MFG. MUST BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI) AND HAVE A CURRENT ICBO REPORT FOR ITS METAL GUSSET PLATES. CQ A CQ a� CQ 41 ... co w o� CQ CQ 4 wz o CCQ a o� Z L� Zo �� zz ~� LLJ y 3 Wo z: o � cn A Q w O a Q a w ,.. . _ ..cam........... 0 a DRAWING ISSUE FOR PERMIT ONLY THIS V= ENT MS MEN PFMPAFM fOR ft"WIT A DMICATICN *0 IS-AUNeCT TO REVIEW AND MODFIG4TICN8 BY GOVMftW AGI: =S DRAWING TITLE COVER SHEET, SITE PLAN SCALE: AS NOTED PLOT DATE: 01/09/02 CAD FILE: PROJ. MGR.: JAR DRAFTER: PP SHEET NO. AO NOT POI ' e-ntJATRUC:T (ON 02/27/2002 01:29 2066221766 TONKIN/HOYNE/LOKAN PAGE 02 � �• i4 % I J \ \\ I I \\\Y I B wm T----- ' ,EXISTING I STORY I ' I / sTRilcTut �G ' _L Lies SF II EXIV6,C4R iCAR GAWE A2 EXIST. ' DEGK I PIA ACE ( p L I/ (E) DW r— APPROVED By. PL. l1 bG�7 z,51TEPLAN ....... r A REVISION 2/27/02 OR.:.CNO TAF..: :MEET NO.: Tonkin Hoyne Lokan Aker's House Remodel Site Sk-1 ARCHITECTURE & URBAN DESIGN 1047 Bell Street 204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON 96104 gkm*YL: t. PROJ. Mak PHONE: (M) 624•'990 I FAX. (2Cn) 622-1768 Owner f 1047 Belt Stceet- Jsn Nilsen Edmunds. Vts6el .hingten aME: 1' = 20'4" OATE' 2/27r02