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18423 HIGH ST.PDF11111111111111 11510 18423 HIGH ST 11 0 ADDRESS: lell,zj TAX ACCOUNT/PARCEL #: BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS(RECORDED)FOR: CRITICAL AREAS #: DETERMINATION: 0 Conditional Waiver El Study Required (] Waiver CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Study Required El Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: CO/17-12-00�� SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: IBLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SQ73 GEOTECH REPORT DATED: STREET USE/ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc RECEIVED 7641 X REMSTERED 4i 0)/ J U N 1 2,2008 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS EX15TING DPJVE EX15TING DR.IVEWAY PARCEL NU M 13EP 005 G5 GOO 10 1005 TO 15T fLP GARAGE STREET ADDRf55: 15423 94TH AVE W (HIGH STREET) I I 25'fRONT YARD SETBACK Lu lz o 'z APPROXIMATE HOUSE LOCATION tu !�E 2 uj 5� 0 0 (L OWNER: ANN AND BILL REYNOLD5 OWNERS APDRf-55: 3310 COMANCHE DRJVE, MOUNT VERNON, WA 9,5273 PROJECT ADDRESS: 18423 94TH AVE W (HIGH STREET), EDMONDS, WA 58020 NOTE: WALK5 AND DRIVES PROPEPTYI.D. NUMBER: 00595GO0101905 SHOWN ARE APPROXIMATE ZONE: CITY Of EDMONDS R5-12 NO CHANGES AS PART -Of SCOPE OF PROJECT: REMODEL TO EX15TING RESIDENCE PROJECT DOMESTIC WATER; EXISTING MUNICIPAL SEWER: EXISTING MUNICIPAL EXTENT Of WORK NOTES: I. NO CHANGE TO EXIST] NG DRJ VE5 OR WALK5 2. NO CHANGE TO EX15TING FOOTPRINT/fOUNDATION 3. NO CHANGE TO FIRST FLOOR PLAN 4. NO CHANGE TO ROOF PLAN 5. NO CHANGE TO DRAINAGE PLAN G. NO CHANGES TO EX15TIN&GRADE5 REYNOLDS RESIDENCE 10 JUNE 2005 APPROXIMATE PROPERTY LINE STATE OF WASHINGTON uj ru IL 02 .1 oz EX15TING UPPER LEVEL PARKING SITE! PLAN LOT 512E: +/- .27 ACRE LOT COVERAGE: NO CHANGE 1. 29 BUILDING FOOTPRINT: NO CHANGE EX15TING HEATED AREA: NO CHANGE EX15TING NUMBER Of BEDROOMS: 4 NUMBER, OF BEDROOMS PROPOSED: 3 (NET CHANGE OF - 1) NEW IMPERVIOUS SURFACE: NO CHANGE STREET FILE BROOKS MIDDLETON, ARCHITECT 2415TAV,eNUE5UITE202ANACOPTE5WA9522.�I 3G02930IOG od_ APPLICATION for of Edmonds SWE SEWEIR PMMT UiTy EASEMENT No. ----------------------------------------- NEW CONSTRUCTION 0 REPAIRS 0 ......................... CONTRACTOR ...... ..... ..... -- - --------------------------------------------------------- PERIMT No. LEGAL DESCRIPTION: LOT No - ---------------------------------------------- BLOCK No - -------------------------------------------- - ------------------------------------------- . .. ........ NAME OF ADDMON ..... 4N." ',�t k ....... --..) .............................................................................. < C�D 14 DECK Y Aig _A70, APPROVED I j, AUG 2 1968 If 5, ti 44w Approved: DATE P— . ..... �t.. ...... -- ---- ........... 133 FJBLIC 'WORKS DEPART= CHEamm BUILDING PER14IT REVIEW 23 11=-,A (address) (date) 0 Z H Z :2: 94 0 P En Street Right -of -Way Existin& -4C) AC� Access Easements Exist* Utility Easement Existing, A A REQD il.-I Plat Assessor Map Lot Per Subdivision Site Plan Checked for Accuracy Underground Wiring Reqd. a. Check Accuracy of Legal Description t�j oL Review by___ Existing Water Main Size Water Main Required_ Service Line Required Hydrant Size Existnilg- Hydrant Reqd Per Fire Code NIA Detector Check 11--te-k Reqd. Cross Connection Inspection Fire Departrfent Comments lWater YEter d. -s7#' 3 6-6�9, 0—,f!- Review by Date- Size . .01 --1 - Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability on t4kw (U�pl, 4,,=L)roj Drawing No. I 1995�2-CD I File No. Side Sewer Availability Sanitary Sewer Connection Fee Reqd. Review by Open Ditch Existing &7::,re, - Culvert Reqd. Size V/-- Catch Basin Reqd. Indicate on Site Plan Shoulder drainage maintain collection on swale open rmoff,-'7 Manhole reqd. Indicate an Site Plan Soil Conditions and Ground Water Field Checked Dat Review by. Street Paving Reqd. 114 kulz Curb 'and Gutter Reqd., Sidewalk Reqd. Curb Cut for Driveway Reqd. Right -of -Way Construction Permit Reqd. Bond Reqd. for Public Inpravements Street Name Sign Reqd. Other Signing Reqd.'; Pre Permit Site Inspection made on z 0 BY: SWER E-4 0 W WATEk. P4 STREET 44 ENGINEERING Special'Requirements listed in mem to Com=ity Development Department, Building Division BY Date o All items filled in on Building Permit Application 94 BY Date P" Drawings Stanped and,Notations Mad& P4 BY Date Approved by Public Works Departrrmt BUILDING DIVISION, Applicant Fill USE PERMIT ZONE 8 4 .,—NUM.BER PERMIT APPLICATION Inside Heavy Lines JOB ADDRESS X, �, -,� , — NAME JOR NAME OF BUSINESS) 'LEGAL DESCRIPTION VISIO'A SHORT SUB NO. MAILING ADDRESS W RIGHT OF WAY PER OFFICIAL STREET MAP I EXISTING A___0 z IfPUBLIC 0 CITY TELEPHONE NUMBER PROPOSED NAME DEFICIENC Y OF RIGHT OF WAY ADDRESS PUBLIC IMPROVEMENTS REQUIR ED 1:3 DRAINAGE IMPROVEMENTS REQUIRED DRAINAGE PLAN REQUIRED U M CITY It UMBER ,) I UNDERGROUND WIRING REQUIRED CONNECTION TO SANITARYSEWER REQ'D El NO. N A M!�,3 SEPTIC TANK PERMIT ELEVATION OF PROPERTY CORNERS El 0 ADDRESS I- U FOOTINGS REQ'D Z CITY I'_ z TELEPHONE NUMBER SEE ENGINEERING MEMO DATED 0 '4f &-1-1 ... CHECKED BY U STATE LICENSE NUM13ER CITY LICENSE NUMBER 3 -1 7-,k-:- /71,7_ J _-� Y 6 & ,�� - METER YZE BUILDING SUPPLY SIZE Legal DeSCription of Property (Show Below or Attach Four Copies) z 2 SIGN AREA ALLOWED PROPOSED ENV. REVIEW C OMPLETE EXEMPT ADB NO. IL m SHORELINE U 0 W REMARKS W .J VARIANCE OR CU PL�NNING REVIEW By DATE YARDS LOT COVERAGE FRON � 5 / 0 SIDE REAR] NEW RESIDENTIAL GAS FIRE ZONE TYPE OF CONSTRUCTION lCODE 1HEIGHT NON-RESIDENTIAL SIGN ADD r DEMOLISH F MALTER EXCAVATE OR FILL RETAINING WALL FENCE T). I— X—F SPECIAL INSPECTOR REQUIRED D YES N 0 PLAN CHECKED BY PRE -MOVE REPAIR INSP. E] swim POOL REMARKS z NUMBER OF STORIES NUMLER OF OWE LING UNITS NATURE OF WORK TO BE DONE U m 0 K FEE PLOT PLAN AJ BUILDING PLUMBING M MECHANICAL L U U E I C L M 0 H B I I A N N N G G ,C AL FENCE (n "Applicant, on behalf of his or her sl)ouse, heirs, assigns and SIGN In W successors in interest, agrees to indemnify, defend and hold harmless _j RETAINING WALL 2 tile City of Edmonds, Washington, its t)fficialS, C1111flOyees, and (r agents from anY and all claillis for clainages of whatever rvature.. AREA OCCUPANCY OCCUPANT GROUP LOAD . I I THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. VALUATION I FEE 0 m W 3: I- z W W z W 2 CL 0 j W W z 7 DATE: P MEMO TO:.- Building Division Community Development Department FROM; Engineering Division Public Works Department SUBJECT: lc<� 7. 0707WEIMI's-21 After review of the subject building permit application, we have the f6llowing comments: <_z =)Ii C' e- 1 C&U U 11 P1 MLIC PEPT. (IMCK LIST -41 BUILM."X PEPNIT PTV[171! C) �Ll rm-, Lr. C .,, r - 44- Street Pdr,11t-O.L-V,1'% 1I.Nistim, /0 -Access Easements Existing READ Utilitv Fascinent 11xistincy PT.,01) Lot Per Subdivisi on Plat Assessor 11-ap Site Plm (11ccLed for Accuraqv lhidcrpround `,'irino 'I"Cnrl. O)Ou� kovim.r b" Fxistiln,- I - 'atcr Si-C 1*,�,itcr �'Ziin Pecuired Hydra!"t Sizo J.xi.st-i-n!, 11v(Irant J'cmlircd Per.hre Ccc e, J Potector Meck "C-Ler Rcmared Fire w LTZE k1te 5)ize API)roved Date Septic Tank Pemit Pomit '70.�- Sanitary Sewer Availaldlil-\ roj f Z5 Drx-dw, File "o. 7 Side Scwer Availabildt, Smitary Sci;cT Connection Fee Pcquj red ---4Re'view by Patc. "71 na (�vcn Nt !I Ctilvort 1'equired. C,Itcjl asin Renuire(I Hailhole requircd Sail Conditions F, Review ze Indica 11 !�itc Plan --Ind !�i"C*P*1`i,� C, C C i6n I 0 jo(j Indicat oil Si 111,-ui ,;ater Field Mcdcd a (1 0 C, Rate Street I'a-ving, Required ftirb wid Gutter Rcomir'cd Dieb Rit for Privevmy Rcqui red Construction-Pormit Required Boncl Required for Public h1provements, Street Name Sign' TRc'(jui-rcd--.- Other Sign.ing Required I)rc Vc,riait Site Ins, I -, . I c By: scv,70T E-4 u Watcl strcc Engir Spccj-,-tl Requircmcnts 1 istcd in memo to BU ileling TAcp.nrti-,icnt Date -L fill All i tep -ccl in on Building llc,,.Ii.t Application T)rm-dn,Ts Stxipcd a n (I '.170tations-, By —Rito Approved by Ptiblic V�Orhs Departiaent CITY OF EDMONDS 1qW PUBLIC WORKS DEPARTMENT RIGHT - OF - WAY CONSTRUCTION PERMIT A. oAddress or vicinity of Construction Owner: Name Mailing Address city, State, Zip Code Wrmit No. Issue Date Permit Issued To: Type of Work to be Done: Work in Connection With: El Sub or Plat El Single Family 0 Comml. / Ind. El Apt. Condo. 9 Pavement Cut: 1:1 Yes 11 No Contractor: Name Mailing Address State License Number City, State, Zip Code Telephone Number U P. NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE _3� B. APPLICANT TO READ AND SIGN Q INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless J� from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made W against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. U Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. 0 Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit must be available at the job site for inspection purposes at all times. Signature:-".' Owner or Agent THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authdr]" zed: V6id after —1 days Special Conditions: Ammendments: 0 2 Permit Fee - Security Deposit: Receipt No.: Fund III Fee: Street Cut Dimensions X * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 FIELD INSPECTION NIMS (Fund. 111 - R7Te conv to Street Dent. Comments: Diagram: Contractor called for inspection Yes I Date: ,A7ork Disa.pproved By: Work Approved Bv: -Date: Inspector: (5) Bv: 7-- Date: Enq. Div. December 1978 777,77 OWN EIII .10 IL PB Q�d --LotJo TPB,.,., A his, 41 41 Pei 1520 Parker Way — Suite 'G' WEST COAST ENGINEERS, Inc. Mount Vernon, WA 96273 Structural and Civil Engineering Phone: (360) 424-3404 Fax: (360) 424-2063 Partial Gravity And Lateral Analysis, for Reynolds Residence Remodel Located at: U 12I.-Wild 18423 High Street (94 th Ave. W), Edmonds, WA For: Brooks Middleton, Architect WCE Job Number: 831-08 June 5, 2008 KA1_1 -WA ,t�,27104 CIS .T L EXPIRES 9/19/2009 STREET FILE `2V Design Sketches. Pages S1 — S3 Standard Specifications. Pages B— E Calculations. Pages Ll — L9 Total Number of pages excluding cover sheet: 16. Notes, Disclaimers: • West Coast Engineers (WCE) takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project s hown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally. bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). • The calculations shown herein, if any, do not necessarily include all possible calculations that could be performed for this project. For example: certain items may be designed by inspection; only the worst case loading scenarios may be included; etc. RECEIVED JUN 1 2 2008 DEVELOPMENT SERVICES CTR, 0 I)x;r CITY OF EDMONDS C> E> 6: GENERAL STRUCTURAL NOTES. A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its top and bottom per the typical structural details shown on pages S2 and S3. These details are intended only to show TYPICAL situations. Due to varying framing methods, not all aspects of each detail will necessarily pertain to specific field conditions, however, the bolting, nailing, and connectinq schemes must be followed. If in doubt, contact West Coast Engineers. B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not intended to act as shear walls are not typically labeled and should be standard IBC construction. C. REVISIONS. Any change in a door and/ or a window size or location (located in the designated shear walls) will result a change in the shear wall schedule and/ or a change in a type and/ or location of a holdown. Roof Level Beams, Columns, Posts West Coast Egr. Alt. 1: Mat'l and Alt. 2: Mat'l and Max Minimum Special Foot- Member Info. O.C. Spacing if O.C. Spacing if 1 Span (ft-) Bearing Right End notes applicable applicable Length. Connector H1 header TS 4"x4"x 8.0 ft. 3. 0 in. Det. B & C C1 post 2W*6 F'-"L*'*#"* I 8.0 ft. Det. C Stud ........................................... .......................................... ......................... ......................... .............................. ...................... �,00tnote i �-or Deams, joisis, ano raTiers, span 15 U113- nUr1/-UfILdI U15LctIIL;U, If I 1t:I--L, L)t::LVVt--t::I I (outermost) supports. For posts and columns, span is the distance between points of lateral support (such as floor or roof diaphragms). Shear Wall Types (Assuming Douglas Fir Framing) Min. Nail size' Edge I Field Sole Plate; Framing at West Coast Egr. thickness and Sheathing on Edges ' Stud spacing, (common or Nailing 16d Nails. Adjoining Panel Minimum Shear Wall Type Type of One or Both Blocked or maximum galvanized Distance, 1-1/2" Min. Edges and Sill allowable shear . Sheathinq Sides Unblocked box) Maximum Embed.' Plate —,X�i"s*�*e**'a"t"h"i'n"*g"i,*('3'*'1"8"*'*'*"C"**D'*'X'* o-r* ... 0" -S, * w- /** *6- d- - n** "a" i 1-s' o- 'c' a* 'n- 'e-l" e-d- g, es" .... a n d 1-2- of - c--.- - fi- e-1-d- of 1 1-2- G- WB wl5d coolers a t 4 " o. c. edges;. Wind - 35 plf. PW1 and 12" o.c. field applied on one side) is OK. Seis - 25 plf. .................................. .................................... I ............................... ................................................................. ............................... .................................... ........................................ ..................... i� ....... ....... Wind - 2 plf. PW2 7116" Ply One Blocked 16" OC 8d 6"112" OC 8 in. OC 1. 5 in. Seis - 120 plf. ........................... .............................. .......... I ....................................................... . ....................................................................... . .............. ...... ..... .. ..................... . ........... .............................................. Footnote 1 Ply = CDX, C-C, or C-D plywood. OSB of similar thickness and span rating may be substituted for plywood. Ply and OSB are assumed to be naile( directly to the face of the stud. Minimum sizes of all cooler nails� 5d (0.120" x 1.5"), 6d (0.120" Dia. x 1.75"). All other nails are common wire nails 8d (0.131" Dia. x 2.5"), 10d (0.148" Dia. x 3"), 16d (0.162" Dia. x 3.5"), or box galvanized nails 8d (0.1 13"x2.5"), 10d (0.128"0"). ;0 W I LJ/ 10 ?e WEST COAST ENGINEERS, Inc. 1520 Parker Way #G, Mount Vernon, WA 98273 Phone: (360) 424-3404, Fax: (360) 424-2063 WE5T COA5TENGINEEP,5, Inc. STRUCTURAL AND CIVIL ENGINEERING 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 PHONE: (360) 424-3404 FAX: (360) 424-2063 WEB: WWW.WCOASTENG.COM Z�A'mcs vj/"'� A'e 'so�� ilr- lFtf� T-7�,,� JOB t'�t;)s SHEET NO. Z, OF - CALCULATED BY DATE 60 bo b CHECKED BY DATE SCALE ,�� -A aLlS 7?-J e, 9, L6'50 ofL L-T r L+ C,P SLf'0(, -�;' f-k--7-�Q q 71f p- .1 " f: lz A- �Z 7'�O�Ae-0 WEST COAST ENGINEERS, Inc. ST;�UCTIJPAL ANb CIVIL ENGINEt�146 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 PHONE: (360) 424-3404 FAX: (360) 424-2063 WEB: WWW.WCOASTENG.COM Vy V15 �-4 q Tt ir I '�r?eL-'F - DR�LL� , T7> -re, re-1 A 14 T-, TF- JZ7 7 P-Z� +t ne, i7b"i- 6, T> h-0 iz 710 JOB 5-2-71-05> ��t')C>L-7s SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE me-vi T-�U,7�4' -lb T-t) -Sc�'-05 Tz�) T-6, wf-=Vj 7' 05' JT K t- w 4-FF-Ar �1,*T-A tw rLA 4-� r �ac-� , Enc, STANDARD STRUCTURAL SPECIFICATIONS: 1) LOADS. a) Following are the loads used for the subject design / analysis: i) Roof live load: 16 psf ii) Roof dead load: 15 psf iii) Snow load: 25 psf (ground) iv) Snow load: 20 psf (balanced) vii) Floor dead: 12 psf viii) Exterior wall dead load: 12 psf ix) Interior wall dead load: 8 psf x) Seismic Base Shear, V = 0.126 xW. v) Snowload: 25 psf (unbalanced) xi) Wind: 85 mph 3-second gust wind vi) Floor live: 40 psf speed, Exposure 'C', 2) APPLICABILITY OF THESE SPECIFICATIONS: a) These specifications shall be adhered to for all work addressed in this report. b) Some sections of these specifications may not apply to the scope of work of West Coast Engineers. (WCE). Use of these specifications for work outside of WCE's scope shall be at the sole risk of the Contractor. 3) LIMITED SCOPE OF WCE'S WORK: a) The scope of work of West Coast Engineers (WCE) is limited to Partial Lateral Analysis (analysis of walls affected by the remodel — the east walls), and Partial Gravity Analysis (sizing new steel header) (structural concerns only). WCE leaves issues such as thermal / moisture detailing, ingress / egress, insulation, and fire / life / safety concerns to other design professionals. WCE takes no responsibility or liability for items not specifically addressed in the calcs, sketches, or call - outs. b) Analysis and design in this structural report are solely based on the as -built plans provided by the client or his representative. We (WCE) have not inspected the structure, or anyhow verified existing conditions; therefore, we disclaim all liability arising from discrepancies between plans and actual existing construction. c) WCE has not analyzed any portion of the existing building, including but not limited to: foundations, beams, columns, walls, floors, floor framing systems, roof framing system, connections, etc. Such analyses are beyond the present scope of work assigned to WCE by the client. d) All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of WCE. e) Structural analysis, design and specifications apply for one structure at the location shown in this report only. WCE cannot be held liable for unauthorized reuse of this work at a different location(s). 4) OWNERSHIP OF THIS REPORT: a) Ownership of this report, all calculations, sketches, and other intellectual information pertaining to the project shown herein shall remain the sole property of WCE. WCE will furnish copies of this information to others only with the express permission of the Client. b) These, calculations, sketches, notes, and specifications are valid only for the project indicated herein. These documents are hot valid, and shall not be used for any other project. 5) COMPLETION OF WCE'S CURRENT SCOPE OF WORK: a) Submittal of this report to the Client completes the present scope of work and budget of WCE for this project. All other consultation, design, calculations, sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis at WCE's current fee schedule. "�J c 0S, J,_ V,--,�est coas-CEngineers, Lnc. 6) �CONSTRUCTION DRAWINGS (PLANS FOR PERMIT & CONSTRUCTION�: a) WCE recommends that the Designer / Architect submit construction drawings to WCE for review and approval prior to construction of the project. Such review and approval of full-sized plans is beyond WCE's current scope of work. 7) INSPECTIONS: a) WCE recommends that the Contractor, Builder, or Owner retains WCE to provide on -site inspection services of the items which we analyzed / designed. It is the responsibility of the Owner, Builder, or Contractor to arrange such inspections. Inspection services are beyond WCE's current scope of work. 8) BASIS OF DESIGN — APPLICABLE CODES: a) This design is based on the IBC, 2006. All construction shall adhere to the minimum requirements of the 2006 International Building Code, unless shown otherwise in -this report. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. 9) COMPETENT CONSTRUCTION PERSONNEL: a) Only competent personnel familiar with construction and safety practices germane to the project . shown herein should be employed to assemble and construct the work. 10) TEMPORARY SUPPORT AND BRACING: a) General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same is not included herein, unless specifically shown. Contractor or owner should check all temporary -supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. 11) CONFLICTS OR ERRORS IN PLANS: a) Contractor shall verify all dimensions and 'fit' conditions in the field. Should the Contractor or fabricator note any conflicts or errors in the Plans and/or specifications, they shall be brought to the immediate attention of t ' he Engineer. If any questions arise during construction pertaining to any structural matter, the Engineer shall be consulted immediately. 12) STRUCTURAL STEEL: a) General. All fabrication and erection of Structural Steel shall comply with the requirements of AISC (Ninth Edition). It is strongly recommended that shop drawings be prepared under the supervision of a Washington State Registered Engineer, and should bear his stamp and signature. b) Materials. All materials shall comply with the following standards except where noted otherwise. Wide flange, angles, channels, and plates: ASTM A36 (Fy=36 ksi) or better. Steel pipe shall be ASTM A53, type E or S (Fy = 35 ksi), or ASTM A501 (Fy = 36 ksi). Structural Steel Tube sections shall be ASTM A500, Gr. B (Fy = 46 ksi). It is the responsibility of the general contractor to ensure that the steel chosen for saltwater and chlorine environments will be corrosion resistant. It is also the responsibility of the contractor to ensure that steel coatings are compatible with wood pressure treatments when in contact.with these materials. c) Steel Coating Systems. i) General. All coating systems shall be installed in strict accordance with manufacturer's instructions and recommendations. Touch up shall also be in accordance with manufacturer's recommendations. ii) Structural steel systems that will be exposed to weather conditions or excessive moisture shall be shop coated with a 3-coat system. Preparation shall be a commercial sandblast, 2 — 3 mil anchor pattern. The prime coat shall be a 3-mil thick organic zinc primer. The intermediate and topcoats shall be 3 mils thick each using a vinyl high -build coating system. Unless 0 1 `i'� 7 V!4 T- 1"`111"9,�tt�,O�� "J'I Inc. otherwise specified by the owner, the final color shall be 'primer gray'. Contractor shall verify this color with owner prior to any paint application. iii) Steel which will not be exposed to weather conditions or excessive moisture shall be shop or field coated with a 2 coat system consisting of a 2 mil red oxide zinc chromate alkyd primer under a 2 mil long oil alkyd enamel. Preparation shall be wire brush cleaning. Unless otherwise specified by the owner, the final color shall be 'primer red'. Contractor shall verify this color with owner prior to any paint application. 13) CONVENTIONAL WOOD FRAMING: a) Material. All sawn framing lumber shall be Douglas Fir - Larch, Number 2 or better, unless otherwise shown. This material may be either green (moisture content less than 25%), recycled (reclaimed) or conventionally kiln dried (in an approved kiln). Regarding radio frequency vacuum (RFV) dried timbers: the effects of radio frequency vacuum drying on Douglas Fir timbers have yet to be determined. Therefore, use of RFV dried Douglas Fir timbers is at the risk of the Contractor and / or Owner. b) General Construction: Pre -drill all nail holes where required to avoid splitting. Connect all wood members per these sketches, callouts, and the IBC. c) Nails. All nails used and specified in drawings and sketches shall be common wire nails unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter and same length. Minimum embedment into the main supporting framing is 12 times the nail diameter, unless noted otherwise. 14) OPEN -WEB FLOOR TRUSSES: a) Open -Web Floor Trusses. Where shown on the plans, 'the floor trusses shall be designed by others to support the loads shown above, in addition to any partition wall or bearing wall loads. The trusses shall typically be supported on their bottom flanges, unless noted otherwise, per architectural and structural details. The maximum live deflection shall be L1666., and the maximum total deflection shall be L14k, where L is the distance between centerlines of supports. If desired, they may be designed and manufactured to be continuous across intermediate supports,.as long as structural or architectural details do not clearly show otherwise. At all bearing points, and ends of cantilevers (if existing), full -height blocking is required to brace the top and bottom flanges against buckling. Note that the blocking may be needed to carry other diaphragm shear loads as detailed herein. The bottom chord shall be braced at 10' o.c. (maximum) unless truss manufacturer requirements are more stringent. The top flanges shall be nailed and glued to the floor sheathing, per plans and callouts. All blocking / bracing details shall be coordinated by the open -web truss manufacturer with the general contractor. All open -web trusses and blocking shall be clearly marked on diagrams to show spacing, orientation, locations, etc. (by the truss manufacturer) for ease of installation. Call engineer of record with any questions. Truss manufacturer is responsible to verify all field dimensions. b) WCE recommends that the Contractor or builder submit shop drawings to WCE for review and approval prior to fabrication and erection of the open -web floor trusses. Such review and approval of shop drawings is beyond WCE's current scope of work. 15) PRE -FABRICATED FRAMING CONNECTORS: a) Manufacturer: Simpson brand is specified, however any other nationally recognized brand (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. b) Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements (location, exposure, end and edge distances, nails, ... etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. c) . Weather Exposure: All connectors exposed to weather conditions or excessive moisture shall be post hot dipped galvanized (ASTM 123 and ASTM A153), coated equivalent to Simpson Z-Max 7 ":i �7-. Udest Coast Engirteers, Enc. (G185, ASTM 653), or stainless steel (stainless steel connectors shall be used with stainless steel nails, bolts, and other fasteners). It is the responsibility of the general contractor to ensure that the connector chosen for- treated and pressure treated wood, and/or saltwater or chlorine environments will be corrosion resistant. Do not use Ammoniacal Copper Zinc Arsenate (ACZA) wood treatment with zinc -coated fasteners. Fastener corrosion protection shall be at minimum per the Simpson manufacturer recommendations. 16) PREFABRICATED WOOD PRODUCTS: a) PlMood or OSB Shear Walls. All plywood on shear walls, except Type PW1, shall have all edges blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear wall shall be Type PW1 (7/16" OSB or CDX w/8d nails at 6" OC panel edges, and 12" OC field, unblocked) or PW2. All shear walls shall be positively connected to horizontal diaphragms at their tops and bottoms per the Callouts herein. Plywood structural panels shall conform to the requirements in DOC PS1 or PS2, CDX plywood unless otherwise noted. Store in accordance with the manufacturer's recommendations, and install per IBC (NDS) requirements for shear resisting vertical and horizontal diaphragms. Nails. All nails used and specified in drawings and sketches shall be common wire nails (ASTM F1667) unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter and same length. Framing (studs) shall be Douglas Fir — Larch species unless otherwise noted in the plans and sketches. GENERAL STRUCTURAL NOTES A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its top and bottom per the typical structural details shown on pages S2 and S3. These details are intended only to show TYPICAL situations. Due to varying framing methods, not all aspects of each detail will necessarily pertain to specific field conditions, however, the bolting, nailing, and connecting schemes must be followed. If in doubt, contact West Coast Engineers. B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not intended to act as shear walls are not typically labeled and should be standard IBC construction. C. REVISIONS. Any change in a door and/ or a window size or location (located in the designated shear walls) will result a change in the shear wall schedule and/ or a change in a type and/ or location of a holdown. Page E V:_C, JOB b-zx WEST COAST EN&TNEERS, Inc. SHIEE7 NO. o F Structural and Civil E n g i n e e r i n g CALCULATED BY DKFE 1520 Parker Way #G, Mount Vernon, WA 98273 CHECKED BY DATE Phone: (360) 424-3404, Fax: (360) 424-2063 Web: www.wcoW.enq�corn SCALE 7 C� 4 Vli\ rl� LD TI-To L L T - ��C,4 M vo"� uj 'P��o IDT Lz>o uJ A-,� 10 T TA C) Tr7v�j ��v C' L- 2 A. I P 117 ve 14 t", Ar 40 lz its.' A all 12 UTI-I _7 o ri -2 1-0 5-,'SlD35--- 5297 82 Cl KI 7. 8, 19 1'4 12 5 3 1 0 0.08 O.i6 0.24 0.321 0.4 km 0 0.05 0.1 0-15 0.2 0.25 �,i N[-,',DS,3 G S 'S 4 '-K -7- ��- -6—t7m JIA k r- I-zo (o 0 �o /L OM L-z7 Conterminous 48 States 200.5 ASCE 7 Standard Latitude = 4�.8319 Longitude = -122.3581 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.216 (Ss, Site Class B) 1.0 0.426 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.8319 Longitude = -122.3581 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.014 Fv = 1.574 Period Sa (sec) (g ) 0.2 1.233 (SMs, Site Class D) 1.0 0.671 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.8319 Longitude = -122.3581 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.014 Fv = 1.574 Period Sa (sec) (g) 0.2 0.822 (SDs, Site Class D) Structural Design Loads - IBC 2006 & ASCE 7-05 J_U Seismic Calculations - Per ASCE 7-05- Equivalent Lateral Force Procedure ASCE 7-05 (12.8) Earthquake Spectral Response Accelerations Approx. Site Location USGS 0.2 Second Response USGS 1.0 Second Response Project: 831 -08 Reynolds* Res. Remodel Hutt Park - Snohomish County Ss- 1.216 % of gravity S, 0.426 % of gravity IE = Note: Assuming 5% Critical Damping, Site Class B Sms = and 2% Probability Of Exceedance In 50 Years Smi � SDS = Site Class Stiff Soil Profile, D (Typ.) 3D1 CT. = Occupancy Category Residential & All Others Structures, Il T,, = (& Seismic use) CU = Structural System Sheathed Brg Walls As Shear Panels, R=6.5 I T = Csmax = Long -period Transition Period TL Seattle area TL=6 Csmin = Elev. Of Top Of Building hn — CS = Design Categories Required Seismic For Short Period Response D Design Category Forl Second Period Response D D Height Limit (feet) F_ 65' (NL - No Limit, NP - Not Permitted) Max. Allowable Story Drift 0.02 hsx OR L / 50 (Applies Only If S, U.bg anO Uesign Category E or F) Seismic Base Shear I V = 0.126 W I Wind Loads Per ASCE 7-05 -Analytical Procedure Applicable for Main Force Resisting Systems of Rigid Buildings of All Heights Building Wind Exposure Exp C - Open Terrain & Bodies Of Water < I Ml Wide Enclosure Classification Enclosed Building (Typical) Wind Speed Type Input 3-Second Gust Wind Speed (New Higher Value) 3-Second Gust Wind Speed 1, 85 mph Roof Pitch 1 /12 Hill Shape 12D Escarpment (Bluff) Downwind Building Width Perp. To Ridge B= F2-7f—t-1 Building Length Parallel To Ridge L =1 70 ft Mean Height Of Roof (ft) hi,� = Directionality Constant Kd = Height of Hill or Escarpment ft Hh = 240 ft Narrowest Half -Width of Hill at Half -Height Lh = 780 ft Horiz. Distance From Crest To Bldg. Site x = � 120 ft no 1.00 1.233 0.671 0.822 0.447 0.020 0.200 1.200 0.240 0.287 0.010 0.126 1, = 1.00 F —1 _87 _d e _g z = 19.25 ft K, = 0.262 K2 = 0.962 K3 = 0.940 Topographic Factor Kzt = 1.529 Gust Effect Factor G = 0.85 Velocity Press. Exposure Coefficient Kh = 0.895 IBC Load Factor for ASD Wind - 1605.3.2 0 = 1.0 (Applies To All Wind Pressures) Velocity Pressure qh = 21.50 psf 831-08 Reynolds 06IBC - Loads 6-4-08.xls 6/4/2008 Windward Wall Pressures Internal Pressure Option 1 Option 2 Elev Intermed. Value Windward (L wlau- 0- 15 feet 20.40 psf 13.87 psf 15-20 feet 21.68 psf 14.74 psf 20-25 feet 22.72 psf 15.45 psf 25-30 feet 23.61 psf 16.05 psf 30-40 feet 25.08 psf 17.06 psf 40-50 feet 26.29 psf 17.88 psf 50-60 feet 27.32 psf 18.58 psf 60-70 feet 28.22 psf 19.19 psf 70-80 feet 29.02 psf 1 19.74 psf Transverse (Perp. To Ridge) Leeward Wall Side Walls -9.14 psf -12.79 psf (Outward) (Outward) Windward Roof Windward Roof - Slope 2 - Slope 1 - 4.00 / 12 4.00/12 -11.36 psf -11.36 psf -1.99 psf -1.99 psf Leeward Roof - Slope L eward Roof - 1 -4.00/12 Slope 2 - 4.00/12 -10.64 psf -10.64 psf (Outward) (Outward) Snow Load Calculations Per ASCE 7-05 Roof Shelter Selection Thermal Factor Roofing Material Calculation Method Choice Input Ground Snow Load Horiz. Dist. From Eave To Ridge Horiz. Dist. From Eave To Ridge (1,) Adjusted Flat Roof Snow Load Calculated Ground Snow Load Overhang / Ice Dam Loac Maximum Valley Snow Loa( Maximum Valley Snow Loac Internal Pressure 3.87 psf Unlift Pre-q-,ure-q GCP Constant Pressure 3.7 79.56 psf 2.8 60.21 psf 2.0 43.01 psf 1.7 1 36.55 psf Longitudinal (Parallel To Ridge) Leeward Wall Side Walls -4.94 psf -12 79 p,;f (Outward) (Outward) Roof Pressures - Based On Posn. Down Ridge Pressure 0 to h/2 - 16.45 psf h/2 to h -16.45 psf h to 2h '-16.45 psf > 2h -16.45 psfl Typical Elements Mid -Wall Studs 27.52-psf Mid -Roof Rafters 23.22 psf Slope I Mid -Roof Rafters 23.22 psf Slope 2 !Partially Exposed (Typical) Cold Bldgs., Or Vented Cold Roof Having R-Value :� 25 Obstructed, Or Unslippery Surface (Comp., Shingle, Etc.) Calc. Flat Roof Snow Load Using Ground Lo ad Provided Pin �F 25 psf W, 16ft I(Max. For Slope 1) W2 16 ft I(Max. For Slope 2) pf = 20.00 psf Pg = 25.00 psf 2 x pf = N/A pv = 20.00 psf Pv = 60.00 Psf Ce = Ct = C., C.2 1.00 0.88 1.00 1.10 1.00 1.00 17.25 pcf �Depends On Thermal Factor) For Nonparallel Reidges (Snow Anal. for WA) �or Parallel Reidges Reduced Snow Load For Slope 11 p�, = 20.00 psf I(On Horiz. Area) Reduced Snow Load For Slope 21 P12 = 20.00 psf I (On Horiz. Area) Balanced I Unbalanced Snow Loads For Hip & Gable Roofs Slope 1 - 4.00 / 12 Pitc Slope 2 - 4.00 / 12 Pitc Left Side Riqht Side Left Side Rinhtqirlp. 20.00 psf 25.00 psf N/A Case I - Balancedl 20.00 psf Case 2 - One Side Onlyl 0.00 psf Case 3 - Unbalanced N/A Dist from Ridge for Surch 20.00 psf 25.00 psf N/A Case 1 - Balanced 20.00 psf Case 2 - One Side Only 0.00 psf Case 3 - Unbalanced- N/A Dist from Ridge for Surch 831-08 Reynolds 06IBC - Loads 6-4-08.xis 6/4/2008 Wind Pressures Per ASCE 7-05 -Analytical Procedure Roof = 8.65 psf Total 17.06 psf Slope 1 - 1 1 .j 4.00/12 26.19 psf -11.36 psf 10. 64 psf -1.99 Psf 16.05 psf 25.19 psf 15.45 psf 3.87 osf 24.59 psf 3.87 psf -9.14 psf 14.74 psf 3.87 Psf --- sxb� omr- 23.88 psf 3.87 Psf 13.87 psf 23.01 psf .00 ft Total Roof= 8.65 psf 17.06 psf Slope 2 Ito -11.36 psf 4.00112 1 -10.64 psf 26.19 psf -1.99 Psf 16.05 psf 25.19 psf 15.45 psf 3.87 Dps!f 24.59 psf 3.87 p! f 14.74 psf 3.87 Psf = +/- 3.87 psf --- Vw mat- -9.14 psf 23.88 psf LO CIq 13.87 Psf 23.01 psf 27.00 ft - 831-08 Reynolds 06IBC - Loads 6-4-08.xls 6/4/2008 WEST COAST EN&TNEERS, Inc. Structural and Civil Engineering 1520 Parker Way #G, Mount Vernon, WA 98273 Phone: (360) 424-3404, Fax: (360) 424-2063 Web: www.wcoastenq.com L JOB —0 �> ?-- —( SHEET NO. OF CALCULATED BY DAT CHECKED BY DATE SCALE + L4 .':::L Z' -7 T�,- C, -V, Cg-1, LJ '_1 0, ik o, �--o —2? 6 D� V, JOBE, ;,A WEST COAST ENr-7TNEERS, Inc. SHEET NO. 0.= Strycturai and Civil Engineering CALCULAI ED BY D 1,TE 1520 Parker Way #G, Mount Vernon, WA 98273 Phone: (360) 424-3404, Fax: (360) 424-2063 CHECKED BY DKFE Web: www.w.coast-eng.com SCALE L4 Z L z4, Y, -1L p -7 LA- 1/1V a L'j 3 bo q + C0130 L),-r-7-Vq Tk- 9F i,� 4 5-27 --t- -Z, -Z;> 12� 4 C, 6CN YD 00 L JaB WEST COAST ENC-TNEERS, Inc. SHEET NO. OF Structura 1 and C i v i I E n g i n e e r i n g 1 1 520 Parker Way #G, Mount Vernon, WA 98273 CALCULATED BY D, AT -P Phone: (360) 424-3404, Fax: (360) 424-2063 CHECKED BY DATE Web: www.w.co.ast.eng.com SCALE 71 t -2� 7z '7� -2) xi�d :4�) -Z �o C), (p(o qC0 -7Lt-j A, -Z7 L L 4 C) le UF r f 0 ol M E M 0 R A N D U M March 6, 1986 TO: Ilene Larson FROM: Bobby R. Mills SUBJECT: Acct. #207-13200 - Shovell 18423 High St.. After discussing the leak problem with Mr. & Mrs. Shovell, they now understand City policy in regard to leaks on private property. Had they asked for assistance, we would have done so. Even though a credit was not asked for, an adjustment to their bill should be made to reflect the average bill plus City cost of water. This is to be consistent with our policy. '-BRENA 'DT KXI�C H UT 0 )d IQ �L-, ��, U ct .1-t d'a lw� -2,3- JUV C'E" SC-1 -ell 7�0 CITY OF EDMONDS-UTILITY BILLING ACCOUNT NUMB�R 0 219-05000 207-13200 SERVICE ADDRESS 0 13423 HIGH ST MA V N A A I D MLR E I E NS GS TELEPHONE METER SIZ0 3 A NO. OF UNITS 0 1 SEWER CHARGE 14*91 WATER BASE 3 CONNECTED 0 YES SUPPLIER II, A CODING� A W U RAE 3073 1A METER NO. 0 LOCATION Po Z- DATE READ CONS. NOTE DATE READ CONS. NOTE 5-37! 0- /-Z 3 Ar Z/76 5760 10N14 A. __)s 0( j0407 1 4311 1 1 0 CITY OF E CIVIC CENTER EDMONDS, WASHINGTON 980;-") (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT DATE: July 3, 1979 TO: Paul Fritz 18902-92nd West Edmonds, Wa.,98020 SUBJECT: Projer �ik% Stre.e,t t at H- TRAINSNI I TT I Nro:.. Copy of memo from Engineering AS YOU REQUESTED: FOR YOUR FILE: REV I Eld AND CO,'4f.1ENT: CONI,',lE11,IT AND PETURN:-- F Cor OR RRECT I GNS N-40 RE-SUBI'l I TTAL: REMARKS: 0`17 t�yl HARRY M. WHITCUTT building. Official attachment HARVE H. HARRISON MAYOR 11 DATE: MEMO TO: Bt'lildi.ng Division Collillitillitly Development- DeparLinent: FROM; E'n g i n c, e r i n p .1. s i- on ., Divi ' PlAblic Works, Department SUBJECT,: AfLer review OF 'Llie subject: bu:[.j.(-jing ave the following �LiOn, We h, lz�LA -' F-220038 EXHIBIT A PARCEL A: THAT PORTION OF LOT 19, BLOCK 1, SEAHURST, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS- PAGE 90 FOLLOWS: DESCRIBED AS BEGINNING AT'THE NORTHWEST CORNER I OF'SA'ID LOT 19; THENCE SOUTH 1402610oll WEST ALONG THE WEST LINE OF SAID LOT 19, 10-40 FEET; THENCE NORTH 88')3510011 EAST ALONG A LINF PARALLEL WITH AND 10 FEET SOUTHERLY FROM THE NORTH LINE OF SAID LOT 19,118-76 FEET TO THE TRUE POI * NT OF BEGINNING OF THE TRACT OF LAND HEREIN.DESCR-IBED; THENCE CONTINUING NORTH 88"35'00" EAST lLjQ F-E-ET, MORE OR LESS, TO THE WEST LINE OF THAT CERTAIN TRACT CONVEYED TO ERMA B. HAINSWORTH BY DEED RECORDED UNDER AUDITOR'S FILE NO. 1371324, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE SOUTH 0021'52" EAST ALONG THE WEST LINE OF SAID HAINSWORTH TRAC . T, 86 22 FEET; THENCE SOUTH 88035'00" WEST PARALLEL WITH THE NORTH Lll'�N_E-OP SA'ID LOT 19, 140 FEET, MORE OR LESSA TO A POINT THAT IS SOUTH 0021'52" EAST OF THE TRUE POINT OF BEG -INN- ING; THENCE NORTH 0021'52" WEST 86.22 FEET TO BEGINNING.. THE TRUE POINT OF PARCEL B: TOGETHER WITH AN EASEMENT FOR INGRE.SS AND EGRESS AND UTILITIES OVER AND UPON THAT PORTION OF THE NORTH 10 FEET OF SAID LOT 19, EXTENDING FROM THE WEST LINE OF SAID LOT 19 TO THE EAST LINE OF THE ABOVE DESCR . IBED TRACT OF LAND PROJECTED NORTHERLY. �PARCEL C: TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AND UTILITIES DESCRIBED AS FOLLOWS: A STRIP OF LAND 20 FEET IN WIDTH LYING ADJACENT TO AND EASTERLY OF THE EAST LINE OF THE ABOVE DESCRIBED PARCEL (A) AND EXTENDING FROM THE SOUTH LINE OF SAID PARCEL (A), PROJECTED EASTERLY, TO THE NORTH LINE.OF SAID LOT 19. ALL SITUATE IN Tllr_'C0UNTY OF SN0110MIS11, STATF OF WA.11INGTON. ?'gal 0 7 SAFEC01'111E INSURANCE COMI)ANY VE 1 1 L! 1. JEAN AUSTIN ESCROW COMPANY NAME ADDRESS':Z1Z/.d- 7-��V _e�_ ",a CITY AND STATC_X1_/n1,,if 7 U VIARRANTY FULFILLMENT DEED THIS SPACE RESERVED FOR RECORDER'S USE PAG T1 RECOaDED REQ OF FIDNEER 11VION TITLE' CgMpAi;; SNOHOMISH COUNITY OFFICE 9:00 MAY 2 A 19 j J A-M. HENRY B. WHALEN, AUDITOR SNM�14ISII,COUNti) CEPU Ty THE GRANTOR GARY A. NE LSON AND JO ANNE L. NELSON, HUSBAND AND WIFE for and in consideration of FULFILLMENT ON REAL ESTATE CONTRACT in hand paid, conveys and warrants to ROLAND J. ROSS AND JUDITH E. ROSS, HUSBAND AND WIFE the following described real estate, situated in the County of SNOHOMISH Washington: Lib W I State of PARCEL A: that portion of lot 19, Block 1, Sealiurst, accordincj t�o plat therof recorded in Volume 9 of plats, page 90, described as follows: beginning at the noi,tlj,,,,:.t corner of said lot 19;.thence, south 14'26'00" west along the west line of said lot 1.9, 10.46 fe,..,l ; thence north 88135'00" east 1-. long a line parallel with and 10 feet southerly irow the of said lot 19, 118.76 feet to the true point of beginning of the tract of land herein thence continuing north 88'35,'06 east 140 feet, more or less, to the west line of that certaiii tract conveyed to Etwvi 11. Hainsworth deed recorded under Auditor's File No. 1371324, records of Snonomish County, W;1�;hington; thence sou 0'21'52" east along the west line of said Hainsworth tract, 86.2*1) thence south 88'35'00" west parallel with the north line of said lot 19, 140.feet, more or le:.:;, t:o a point that is souLh 0'2.i' 11 east,of the true point of beginning; thence north 0*21152" west 86.22 feet to the true point of'beqinning. PARCEL B: Together with an easement for ingress and egress and ul:Jl.lities over and upon that PU.LL1.0 of the'north 10 feet of said lot 19, extending from the west line of said lot 19 to the east line c, the above described tract of land projected northerly. PARCEL C: Together with an easement for ingress and ecjt:es,;-; :�rid utiliA-Jes described as follows: a strip of land 20 feet in width lying' adjacent to and easLerly of ti� IJ,ie� of the above, descy i.1) parcel (A) and extendiiig from the s6u'th line of said parcel (A) , proj�_;c.-I_,!,l easlt:erly, to the north line of s6id lot 19. All situate in the county of Snohomish, State of W,:4::,;Ij,iqLon. N, By n ,�Jb ANNE L. NELSO1Vnc1WkVE0 (President) .1 RELE:PT WA EXCISE PAID DECEMBER 28, 1978 unde.r E #22946 .(Secretary) STATE OF WASHINGTON ss. STATE OF WASHINGTON '111.�S, SnOtTlish -F LLI;:1 COUNTY OF SNOHOMISH COUNTY OF On this day personally appeared before me On this day of L I �Uiy GARY A'. NELSON AND JO ANNE L. NELSON 19 —, before me, the undersigned, a Notary Public in and forthe State of Washington, duly commissioned and sworn, 146 rne-known.,to be the individual described in and who personally appeared �N.ancl foregoing instrument, and acknowl- THEY JHEIR 7- ed, for the uses and purposes and voIqi,.'t'ar7 act ii d cle d.- n It VEN Under myhar:� a' d official seal this C', -day of .DECEMBER 19 _78_ A.. Notary Public.in and for the StA.of Washington, residing at and to me kriown to be thc and President Secretary, respectively, of the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and volun- tary act and deed of said corporation, for the uses and pur- poses therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hancland official seal hereto affixed the day and year first above written. ,M-Al - 91 14 UO 0 C, U0044 FL-142 R3 10/75 Notary Public in and for the State of Washington, residing at 4 F- C% Vol i LQ 0 1 1-0- 4V EX15TING DRIVE OWNER: ANN AND E31LL REYNOLDS OWNERS ADDRESS: 33 10 COMANCHE DRIVE, MOUNT VERNON, WA 9,5273 PROJECT ADDRESS: 18423 34TH AVE W (HIGH STREET), EDMONDS, WA 95020 PROPERTY I.D. NUMBER: 005G5GOO 10 1905 ZONE: CITY Of EDMONDS R5-12 SCOPE Of PROJECT: REMODEL TO EXISTING RESIDENCE DOMESTIC WATER: EXISTING MUNICIPAL SEWER: EXISTING MUNICIPAL AREA LOT 5 IZE: +/- .2 7 ACRE LOT COVERAGE: NO CHANGE BUILDING fOOTPRINT: NO CHANGE EX15TING HEATED AREA: NO CHANGE EXISTING NUMBER Of BEDROOMS: 4 NUMBER Of BEDROOMS PROP05ED: 3 (NET CHANGE Of - 1) NEW IMPERVIOUS 5URfACE: NO CHANGE H EATING TYPE NO CHANGE L15T Of DRAWINGS Al SITE PLAN A2 DEMOLITION PLAN, f LOOP, PLAN A3 SCHEDULES, DETAILS A4 DETAILS A5 INTERIOR ELEVATIONS AG INTERIOR ELEVATIONS A7 INTERIOR ELEVATIONS A8 INTERIOR ELEVATIONS A9 ELECTRICAL PLAN, REI'LECTED CEILING PLAN 51 STRUCTURAL DESIGN, STRUCTURAL 5PECIf ICATION5 SPECIAL INSPECTIONS AS REQUIRED BY CITY Of EDMONDS APPPnV]KAATE PROPERTY LINE I EX15TING DRIVEWAY PARCEL NUMBER 005G5GOO 10 1905 TO 15T f LR GARAGE STREET ADDRESS: 18423 94TH AVE W (HIGH STREET) 25'fRONT YARD SETBACK LU APPROXIMATE HOUSE LOCATION LU 0 11z LU 12- 2 5' REAP, YARD SETBACK ISTING WALK EX15TING UPPER NOTE: WALKS AND DRIVES LEVEL PARKING SHOWN ARE APPROXIMATE NO CHANGES AS PART Of PROJECT APPROXIMATE PROPERTY LINE 4 191111&1 51TE PLAN N 0 R T h I/ I IU LU 12- LU ad EXTENT Of WORK NOTES: 1. NO CHANGE TO EXISTING DRIVES OR WALKS 2. NO CHANGE TO EXISTING fOOTPRINT/fOUNDATION 3. NO CHANGE TO f I KST f LOOK PLAN 4. NO CHANGE TO ROOf PLAN 5. NO CHANGE TO DRAINAGE PLAN G. NO CHANGES TO EXISTING GRADES r*7 St � < � Lz �--) V�L�kD 12CV-� e� I - C Kw RECEIVED JUN 1 2 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS Project Name: Keynold5 Ke5ldence Remodel Architect'5 Project Number: 051 1 Project Addre55: 16423 Hicjh Street EdmonC15, WA 98020 Owner: Bill and Ann Reynold5 Owner'5 Addi-055: . 33 10 Comanche Drive Mount Vernon, WA 98273 Drawn: 10 June 2008 RCV15CCI: Kei Sheet Content5: Site Plan 7641 BROKS J. MIDIDMON STATE OF WASHINGTON N U C14 00 U P4 0 I- Cq CD C) C-q 0 C) P4 '0 C'n CITY Copy A 1 .L.V X PERMIT