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17717 TALBOT RD.PDF11111111111111 13455 17717 TALBOT RD ADDRESS: / / / I K TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS:- ',Z 42 DETERMINATION: E] Conditional Waiver E] Study RequiredAWaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: — SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: LID #: LOT: BLOCK: LATEMP\DST's\Forms\Strcet Filc Checklist.doc . .. ....... Return .. Rectied'ed City tifEdi6nds.�-V�CACS&Ice 121 511 t4�tdinopit, WA % -,...--AC4�E$,�ORY 0 FILE 0190'19�199:21�m 62 0'0 PG SNOHOMI K COUNT I IRSHINGTON DWELLING UNIT COVENANT Pi,6pert� Addrew 17717 Talbot Road, Edmonds Washington 98026 Assessor's Paicel Numbir: "0059440004602 /.tALBIOT PARK BLK 000 D-02 - ALL TH PTN LOTS 46,47, & 48 DAF RA'XP 103FT N OF S LN LOT 47 & WOFT W OF E LN SD LOT 47 TH N ....TAP -2GFT S OF N LN LOT 4A TH W PLT SD N LN TO W LN SD LOT 48 Legal Descriptiorr.' TH--.N ALr, SD W LN 20FT TO NW COP THOF TH E ALG N LN LOT 48 k.C6R SD LOT TH S ALG E LNS LOTS 48,47 & 46 TAP 105FT N Sj') LOT-46 TH W 100FT TH N 103FT TO TPB LESS WLY 5FT -,Tg'CIT�-OF E-6 Q�,D 574/544 Grantor.".'�ProPE"'�.G"ers.�ghane DeBoer & Heidi Thorstenson Grantee: . ei i'M - 6 (E d w6n"d,; Related Permit Numbers: AgU-,2009-0030 & BLD--�0�9-0383 We, the undersigned, have attained approval for an Acc.e.4.sory QL\velliii� Unit (ADU) at the property address above, in accordance with the provisions of Chapter 20..2-l*'(Accp.<sorV Dwelling Units) of the Edmonds Community Development Code (ECDC). We agree and understand that it is our responsibitity to'T��tify'all fuj4dre property owners or long-term lessors of the existence of the ADU and that its existence is predibated upon thp.'O'cc upancy of either the ADU or primary dwelling . ..... .... unit by the owner of the property. ... ......... Additionally, we will notify all prospective buyers of the.-finni(atio'ns o h use and maintenance of the ADU as stipulated in Chapter 20.21 (Accessory Dwelling Units) �f tbii' Ecl�oncls Community Development Code. An example of the limitations of the ADU per Chapter 20.21 is jhe h9peity oi�ocr is required to reside in the primary or accessory dwelling unit for 6 months out ofevery year. Finally, this covenant shall be recorded in order to notify all currWi'itpd futi�rz.prog'i;rty owners that if any conditions of the ADU approval are violated, the property owner will be reqJiiired`to re]tnovie all improvements which were added to convert the primary dwelling unit into an ADU and restore jhe �Ite to ii-iiin&- , family dwelling unit. On our oath, we certify that we reside at 17717 Talbot Road. Ednionds Wjshine6n, ip the primary or accessory dwelling unit for more than six months ofcvcry year. OWNER/GRANTOR(S): ShangDeBoer SIGNATURE: OWNER/GRANTOR(S): Heidi Thorstenson SIGNATURE: �zu DATED this day of July. 2009 ...... On this day personally appeared before me Defloer & Thorstenson, to me known to bit'ihe individ6als described therein and who executed the within and foregoing instrument, and acknowledged that th'ey-s`i4pe*d* the j Fiame as their use and purposes therein mentioned. Notary's pressuresFat in yett be nu g�d. Dated- Stitt-*66-wa�hlngtofi` LlNbX,G!E'EF,1T-0LA Signat re of Notary Public: C MMISS 0114.,FXPIRES Residing Ar ti A amllrd nient Expires: 14"�, -THIS DOCUMENT MUST BE RECORDED NVITH THE SNOHOMISH COUNTV AU61T.OU ��"PLICATION EA*§EMENT NO . ................... ---------- Th E k, SEW It, PERMIT SID NEW CONSTRUCTION N' -REPAIRS El' LID'Nd . .................... ASMT. -&0. ER L-IL--T-Z: :,OW.N .... ........ 1! ------------------------------------------------------------ CONTRACTOR ------------------- ................ PERMIT NO . . .......... P2 jpt ADbR-ESS ---------------------- -------------------- 1� ---------------- ----- LEGAL bESCRIPTION: LOT NO. BLOCK NO - ----------------------- --- ----------- -------- ------------ ............. ---- - --------------------------------------------------------------------------------------- .................................. NAME OF ADDITION ...... ..... ............................................. ol t-1%3 I LV rn Approved: pA- F y c., --------- - CITY OF EDMONDS SIDE SEWER PERMIT WATEWSEWER DEPARTMENT _q, 1�3ilq TA PERMIT kA*- constructi Call 775-2525 for side sewer inspections BEFORE covering any portion of the on. (Inspection will be provided within 24 hours after requst. No Sat., Sun., or holiday inspections .................................. -- ---------- - --------- % ADDRESS LOCATION OF CONSTRUCTION .......... . ............... i ..... ...... en.o - .- . %.a,— , _j - 1: PROPERTY LEGAL DESCRIr TION ................. I ri ............... ............... . .................................. . ................................... ............................ ....................... .................................................... . .................. ....................... . . ...................................................... OWNER AND/OR BUILDER -------------- ........ . .... PISS ------------------- ---------------- !!:i. ................ ... . ..................................................... ACTOR'S NAME & ADDRI sewer Permission is granted --------- -1-0 .......... . .......... 19r7n�,j-for repaIr and/or connection of a side sewer to the city sanitary in accordance with City of"Ednionds rdinances. K�:L__,NTION IS CAM D TO THE FOLWWING: t to construct sewer Inside property line. A licensed Side sewer Contraetor must be employed to construct NOTE No. I —The owners of the property may obtain a permi 0 4a f �sewer before it has been inspected. side sewer In street area. Do not cover any portion lught-of-Way Permit obtainable from the City Engineer's office. J NOTE No. 2—All work performed in city right-of-way requires an Invasion of governing side sewers when you get permit. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations of 2%. No bends in grade and 12 inches inside property line; minimum grade NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line sharper than % will be permitted. 'or failure due to improper to original condition. C ontractors shall be responsib o. 5--Trenches in street must be water settled and surface of street restored v NOTE N work which may develop within one year of completion. er or Its appurtenances except to in - or do any other work than is provided for In the permit, or to do any work on the main sew NOTE No. It is unlawful to alter sert the pipe into the wye. ................ BY ................ Date --------------- ------------------- - BY SAPPROVED Date ... . ................................... By ................ Date DI APPROVED Date.. .................. By_- --------------------- ----------- ............... ...................... ........................... I ............. ............. . .............................................................. . ....... .......................................................... Remar ....... ......... .... ... .................. ........... ......................................................... . .................. ............... . ..................................... ......... ...................... ...... ........ ... . ................. ... es S igned By Owner of Firm Performing Construction PRIOR To Request For Inspection BOT ermit pi is permit th --------- i ------- * --------- ; ... .... hereby certify that the side sewer installation constructed under (0 e C.n*tra rform struction) W\LL.�j stall acco dan ning ordinances of the City of Edmonds. Datedthis ............................ day of .. ...... ............................... 19 --- ;76 J C eck-BiFORE you dig for: Water Gas Telephone Power E), Sewer Other 0 h APPUCATION T6 City of Edmonds for EASEMENT NO - -------------------------------------------- SIDE SEWER PERMIT NEW CONSTRUCTION 0 REPAIRS LID NO - ------------------ ASMT. NO. ---------------- OWNER /4 CONTRACTOR ------------ To ------------------ PERMIT NO. ------------ --- F(-/ JOB ADDRESS --- 1-1721-17 --------- --- - ---------- .0�-JW LEGAL DESCRIPTION: LOT NO. A"---d V ------------ BLOCK NO. --- ------------------ ------------ ---------------------------------------------------------------------- ................. `�,ut,ea-7 -,2 NAME OF ADDITION -------------- , ----- / . ...................... ------------------- 0 #PW City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application �or the City of Edmonds prior to W5/h.er s0mittal oft.he 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 observations of the site or data available at City Hall (Critical areas inventories, maps, or soil wvqY0.. Qate� Receilved: 0 (P 0 9 City Receipt #: Critical Areas File M G.T�-A -1,0 Q q oo'+'g Critical Areas Checklist Fee: $155.00 Date Mailed- to Applicant:- (,2 - 16- 0�f A property owner, or hig/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 sqbseqqq9k qtqpq q!�qq§�qry �q qqmplete 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 coniunction with this Checklist to assistant staff in completing their preliminary ass.essmelnt. of the. sit'e. The undersigned, applicant, and. his/her/its. heirs, and. assigns, in. consideration. on, the processing of the applicatio n*. agrees. to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attomey.'s feesi 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. L3y Ty §igpatiire, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and. that I.am authorized to filelb.is appJlJcatJp�n,opJ e eh-a.Ilfoft,h.eownlera.si-i-sted below., SIGNATURE OF APPLICANVAGE"'�\�' 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 o . f the City - of Edmond - s to enter the subject property for the purposes of inspection and posting attendant to this app?C�Jion. 4A GMOI SI.GNATURE OF OWNERI��h'LLc L n.—A DATE PLEASE PRINT OLEARLY' Owner/Applicant-.. Applicant Representative: mriv.x —ruw_sTws,&tJ Auwawbw- JZ1 Name -JODI Street Add.ress �,,mwm .)NA City State Zip TeleDhone:_2T(.* (A6 31V Name Street Address .11 IN 119 ?Qnq City State ZiR, Telephone: Email address (optional): 14TIAb"% 0 Stt.10 Email Address (optional): #P20 CA File No: Oq - Critical Areas Checklist Site Information (soils/ topography/ hydrology/ vegetation) 1. . Site Address/ Location: MIM M"Vr 943 ftYnat4DS Wh Ct2A2,i6 2. Property Tax Account Number: 00" '4400 60 .1ty6Z., 3. Approximate Site Size (acres or square feet): - 71 ALIM 4. Is this site currently developed? V yes; — no, If yes; how is site developed? US JIMW-Tj M. jAbVnr, NACO 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Hoore, 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 '.00W I distance of less than 33-feet). pJAV& 36L*1 Other (please describe): 6. Site contains areas of year-round standing water: Approx. Depth: 7. Site contains areas of seasonal standing water: 0 Approx. Depth: What season(s) of the year? 8. Site is in the floodway 1140 floodplain W 0 of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? tssb Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site:. No --------------- — -------- — ----------------------- — ---- — For City Staff Use Only— 1. Plan Check Number, if applicable? PLN 1/00 9 00 '60 *DO 2. Site is Zoned? " — '210 - 3. SCS mapped soil type(s)? '*14"Wooti wriocun Land com uN lVfOP� 4. Critical Areas inventory or C.A. map indicates Critical Area on site? M0 — VOW' ckdiaL"t tO Gounty 9a viz- WV1 i ( 'V1 G'(V 9 C 5, 4 0 we) ap I — a 5 1. ( 5 a 1�1 e '�-' 0 5. Site within designated earth subsidence landslide hazard area? No - SITE DETERMINATION STUDY REQUIRED WAIVER Reviewed by: & i V1 a GO W a Date: 0 (0, 1 (0 -'OV0 0 9 it epite is flat buir atijacent -to "uvity pavii. wwc-�i Critical Areas Checklist.doe/2.5.2009 C.7 10 ? C 15, A 0 VIV% IR --' 310 1 - — 'Sp 0 i I'S' 4r V V'(itvj no oec'?!� Cj(c;,c.ovt,Yt4 9po does. not Mee-i cit-Rnf-H&A o+ 0 E Return Recorded Instrument To: City ofEdi-nonds — Clerk's Office 121 5"' Ave, N, Edmonds WA 98020 VNJ I ACCESSORY DWELLING UNIT COVENANT Property Address: 17717 Talbot Road, Edmonds Washington 9802 Assessor's Parcel Number: 00594400004602 TALBOT PARK BLK 000 D-02 - ALL TI-1 PTN LOTS 46, 47, & 48 DAF 13AAP 1031-TN OF S LN LOT 47 & I OOFT W OF E LN SD LOT 47 TH N TAP 20FTS OF N LN LOT 48 TH W PLT SD N LN TO W LN SD LOT 49 Legal Description: TH N AL(j SD W LN 20FTTO NW COR THOF TH E ALG N LN LOT 48 TO NE COR SD LOTTH S ALG E LNS LOTS 48,47 & 46 TAP 105FT N OF S LN SD LOT 46TH W I OOFT TI-1 N 103FT TO TPB LESS WLY 5FT TO CITY OF ED QCD 574/544 Grantor: Prop rty Owners Shane DeBoer & Heidi Thorstenson Grantee: City of Edmonds Related Permit Numbers: ADU-2009-0030 & BLD-2009-0383 We, the undersigned, have attained approval for in Accessory Dwelling Unit (AD6) at the property address above, in accordance with the provisions of Chapter 20.21 (Accessory Dwelling Units) of the Edmonds Community Development Code (ECDC). We agree and understand that it i's our responsibility to notify all future property owners or long-term lessors of the existence of the ADU and that its existence is predicated upon the occupancy of either the ADU or primary dwelling unit by the owner of the property, Additionally, we will notify all prospective buyers of the limitations oil use and maintenance of' the ADU as stipulated in Chapter 20,21 (Accessory Dwelling Units) of the Edmonds Community Development Code. An t� example of the limitations of the ADU per Chapter 20.2 1 is the property owner is required to reside in the primary or accessory dwelling unit for 6 months out ofevery year, Finally, this covenant shall be recorded in order to notify all Current and future property owners that if ally conditions of the ADU approval are violated, the property owner will be required to remove all improvements which were added to convert the primary dwelling unit into ail ADU and restore the site to a single-family dwelling unit, On our oath, we certify that we reside at 177 17 Talbot Road, Edmonds Washington, in the primary or accessory dwelling unit for more than six months ofevery year. OWNER/GRANTOR(S): ShanjjDeBoer SIGNATURE: OWNER/GRANTOR(S): Heid jThorstenson SIGNATURE: DATED this day ol'July, 2009 On this day personally appeared before me DeBoer & Thorstenson, to me known to be the individuals described therein and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free. y.elentfil-)- a8t:&A+Ele@d, feF 1h � use and purposes therein mentioned, Notary's pressure seal must be Smudged. Notary.Pliblk':' Dated: L INDA Signat ire ofNotary PL'ibl' --� I . . '.. 0" zL ic: A MY COMM18*810,N-1EXPIRES M6 Xi,-2, Residing At: L4,1 4 A Lkq,6 14),� 1 Mnppointrilent Expires: - THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR - N pet, Addr�ss1-1ft11_"7-3W;,W11 Legal DescriptiorLpT 44o 1FPARTMFNT WIL1,J% -L131 Reviewer's Intials STRE-L"T FILE 1��'Septic Tank System Design Approved �J 04, sanitary Sevier Availahilityl�sht. 13 of Dwn. No I Project: L —Side Sewer Availability: PL e3 ,�,o'Any Sanitary Sewer Connection Fees _,::4-:11' Site Drainage Checked ,,,,,�---Storm Sewer Availabilit , Y: Sht. f DW'q. No. em Project: -Roadside Ditch �J G r.ading & Final Contours ,.;4��S i d ewa I k s .(Sitp Inspection shows condition of existing vialks" as follows): <3 7 8-.��Curbs .,._q-r,--Curb Cuts O�Underground Wirinq ?I n q 1 Street Right-of-way Bldg. . Setbacks:?J(D Sht. of Dwq. No. of Official Street Map. Existing -Utility Easements 13,.--'Access ,�6,Ke7m!�W&s 4. s (Indicate Size 9ater 11a,in) Water Mains Fire -Hydrant Ar 15. Bonds for Site lJork- 16. nts /,e"�Special Requiremp' listed in memo Bldg. Dept. ) �,)) go � V 17. Commercial. &. Apt. Requirompnts form comnleted ,18. Drawings stamped Pi notations made A I 1119 .��ite Inspection made on 20 ,All items filled in on nldg. Permit Application 2.1? This Lot*included in Subdivisio Cist an; special 3/9/76 requi rements): eneral notes %.0 %.0 [a L- %..I PROJECT SHALL CONFORM TO.2006 EDITION I.R.C. AND CODES OF ALL AUTHORITIES HAVING JURISDICTION. VERIFICATION CONTRACTOR SHALL VERIFY ALL IDIMEN51ON5 AND CONDITIONS PRIOR TO COMMENCEMENT OF WORK. IMMEDIATELY NOTIFY DESIGNER OF ANY DISCREPANCIES, OMISSIONS OR IRREGULARITIES. DESIGN CRITERIA UNLE55 NOTED OTHERW15E ROOF 40 P5F (15 DL + 25 LL) FLOOR 50 P5F (10 DL + 40 LL) EXT. DECKS 65 P5F (5 DL + 60 LL) FOUNDATION 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITH BEARING CAPACITY OF 2000 P.5.F. MIN, 2. EXTERIOR FOOTINGS SHALL BEAR ON NON ORGANIC UNDISTURBED SOIL, A MINIMUM OF I'-(o" BELOW GRADE. 3. CONCRETE SHALL BE Fc = 250 5i WITH A MINIMUM 51/2 SACKS PER CU51C YARD MIX. 4. REINFORCING STEEL SHALL 5E01,5CTM A-615, GRADE 40 - #4, GRADE 60 - #5 OR LARGER. 5. COVER REINFORCING STEEL WITH 11/2" OF CONCRETE. 3" WHEN POURED IN DIRECT CONTACT WITH EARTH. (o. VERIFY THAT FOUNDATION VENTS [DO NOT INTERFERE WITH STRUCTURAL HARDWARE OR SYSTEMS. TANCHOR BOLTS TO BE A5TM A301. FRAMING DEFERRED SUBMITTAL FOR TRU55E5 SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. ALL SCALED TRU55 DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER OF RECORD PRIOR TO 5U5MITTAL TO THE JUR15DICTION FOR THEIR REVIEW AND APPROVAL. I. ALL LUMBER SHALL BE PER WWPA STANDARDS: JOISTS 4 RAFTERS HF #2 OR BETTER SAWN BEAMS DF 12 OR BETTER GLULAM BEAMS 24f - V4 MICROLAM5 ].'BE PARALLAM5 2.OE BEAMS I.OE P05TS COLUMNS DF#I OR BETTER 2. TRUSSES SHALL BE DE51GNED BY A LICENSED WASHINGTON STATE ENGINEER, 3. WOOD IN DIRECT CONTACT WITH EARTH OR MA50NRY SHALL BE PRE55URE TREATED, 4. EXTERIOR DECK5 SHALL BE CONSTRUCTED OF PRESSURE TREATED OR DECAY IRE515TANT WOOD. 5. PROVIDE 50LID FIRE BLOCKING AT STUDS OVER 10', ROOF / WALL INTERSECTIONS. (q. ALL NAILING TO BE PER ENGINEER'5 NOTES OR PER CHAPTER (o-I I.R.C. AS A MINIMUM. 1. ALL STRUCTURAL PANEL COMPONENTS, WITHIN THE CONDITIONED SPACE, SUCH AS PLYWOOD, PARTICLE BOARD, WAFER BOARD AND 0.5.5.5HALL BE IDENTIFIED AS `EXPOSURE I" OR "EXTERIOR". 0. METAL CONNECTORS IN CONTACT WITH NON-CCA PRE5URE TREATED WOOD TO BE HOT DIP GALVANIZED. INSULATION 1. HEATED BUILDING ENVELOPES SHALL CONFORM TO 200(o W5EC, TABLE 10-(oC (PRESCRIPTIVE METHOD) OR BY AN ENERGY ANALYSIS. 2. FACED BATT. INSULATION TO BE STAPLED AT FACE. 3. PROVIDE 4 mil INTERIOR VAPOR RETARDER OR APPROVED PVA PAINT. 4. PROVIDE EXTERIOR M015TURE BARRIER MEMBRANE (TYVEK OR EQ) OVER EXTERIOR SHEETING. 5. EXTEND WIND BAFFLE 1211 A50VE ATTIC, INSULATION TO MAINTAIN MINIMUM I" CLEAR AIR SPACE, (q. INSULATION SHALL NOT BE COMPRESSED. 1. WRAP WATER HEATERS WITH POLY FACED R-I(o BATT, WATER HEATERS SHALL MEET THE REQUIREMENTS AND SHALL BE 50 LABELED. a. PROVIDE R-10 RIGID INSULATION AT BASE OF WATER HEATERS IN UNHEATED SPACES. 13. IN UNHEATED SPACES WRAP CONDITIONING SUPPLY DUCTS WITH R-0 INSULATION, WATER PIPES WITH R-3, 10. INSULATE EXHAUST DUCTS IN UNCONDITIONED SPACES TO R-4, 11. WEATHER-5TRIP AND INSULATE ATTIC, ACCESS (MIN. 22" x 30") MINIMUM 30" HEADROOM. 12. NON -RECIRCULATION HOT AND COLE) WATER PIPES LOCATED IN UNCONDITIONED SPACE SHALL BE INSULATED TO R-3 MINIMUM. VENTILATION 1. SOURCE SPECIFIC FANS WHICH VENT TO BUILDING EXTERICRARE REQUIRED AS FOLLOWS: BATH, LAUNDRY 4 POWDER ROOMS 50 CFM KITCHEN RANGE 100 CFM 2. HOUSE FAN PER VIAQ 303.4.1.: (A) FAN LOCATION AND 51ZE PER TABLE 3-2. (5) REQUIREMENT FOR CONTINUOUS 24-HOUR TIMER PER 303.4.1.3, (C) OUTDOOR AIR INLET LOCATION AND 51ZE (MIN. 4 SQUARE INCHES IN EACH HABITABLE ROOM) PER 303.4.1.5. 3. WHOLE HOUSE FANS MUST PROVIDE A MINIMUM OF .35 AIR CHANGES PER HOUR (MAXIMUM OF .5 ACH) AND MUST . PROVIDE A MIN. OF 15CFM FOR EACH 5EDROOMAND AN ADDITIONAL 15CFM FOR OTHER AREAS COMBINED. 4. WHOLE HOUSE PAN MUST BE CONTROLLED 50TH BY AN AUTOMATIC TIMER AND A MANUAL SWITCH. 5. WHOLE HOUSE FAN5 LOCATED WITHIN 4'OF THE CEILING MUST HAVE A 50NE RATING OF 1.5 OR LESS. (q. ALL EXHAUST FANS SHALL HAVE A TIGHT FITTING BACK DRAFT DAMPER. 1. EACH ROOM SHALL BE PROVIDED WITH FRESH AIR INLET DUCTS WITH A MINIMUM OF 4 5Q. IN. 8. PROVIDE A CIRCULATION AIR SUPPLY OPENING OR DUCT OF 2 SQUARE INCHES PER 1000 BTU FOR FORCED AIR FURNACE. 9. OUTDOOR AIR INLETS SHALL NOT BE PLACED IN THE FOLLOWING LOCATIONS: (A) CL05ER THAN 10 FEET FROM AN APPLIANCE VENT, UNLESS SUCH VENT OUTLET 15 3 FEET ABOVE INLET. (5) WHERE IT WILL PICK UP05JECTIONA5LE ORDERS, FUMES OR FLAMMABLE VAPORS. (C) A HAZARDOUS OR UNSANITARY LOCATION. (ID) A ROOM OR SPACE HAVING ANY FUEL-5URNING APPLIANCES. 10. EXHAUST DUCTS SHALL BE UL101 L15TEID IDUCT" TERMINATE A MIN. OF 36" AWAY FROM ALL OPENINGS HAVE R-4 INSULATION VALUE IN UNCONDITIONED SPACES SAFETY GLAZING PROVIDE PERMANENTLY MARKED SAFETY GLAZING AT THE FOLLOWING LOCATIONS PER 200(o SECT. R300. 1. IN ANY OPERABLE DOOR, SWINGING OR SLIDING, 2. 5HOWER AND 5ATHTU5 ENGI-05URMHOT TUE3/5AUNA w/ 50TTOM EIDGE LE55 THAN 60" AE30VE FLOOR DRAIN. 3. WINDOWS LOCATED WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A CL05EID DOOR, WHEN THE 50TTOM EDGE OF THE WINDOW IS WITHIN 6011 A50VE THE FLOOR. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS IDE5CRI15ED IN ITEMS 5 AND (o, THAT MEETS ALL OF THE FOLLOWING CONDITION5; 4.1 EXP05ED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 4.2 EXP05EID E30TTOM EDGE LE55 THAN 10 INCHES A50VE THE FLOOR. 4.3 EXP05ED TOP EDGE GREATER THAN 3(o INCHES A50VE THE FLOOR. 4.4 ONE OR MORE WALKING SURFACES WITHIN 3(o INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. GLAZING IN GUARDRAILS. (o. GLAZING IN STAIR WELLS WINDOWS REQUIRED AT LOWER LANDINGS BUT NOT AT UPPER LANDINGS PER 200(o I.R.C. SECTION R300.4 I. GLAZING 6 SHOWER DOORS PER I.R.C. R300.4.5. MISCELLANEOUS 1. 110 VOLT SMOKE DETECTORS wl BATTERY BACKUP 4 INTERCONNECTED AT THE FOLLOWING LOCATIONS PER 200(o I.R.C. R313 ONE PER SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ONE EACH ADDITIONAL STORY OF [DWELLING, INCLUDING BASEMENT. 2. WATER HEATERS SHALL BE SECURED TO FRAMING WITH (2) GALVANIZED 5EI5MIC STRAPS. 3. WATER HEATER PRE55URE RELIEF VALVES SHALL BE PLUM5EID TO EXTERIOR, 4. ALL GAS BURNING APPLIANCES SHALL HAVE PILOT LIGHTS AND BURNERS MORE THAN 10" A50VE FLOOR. 5, EGRE55 WINDOWS SHALL HAVE A SILL HEIGHT NO MORE THAN 44" ABOVE FLOOR, (q. AN ESCAPE WINDOW 15 REQUIRED FROMALL BASEMENTS WITH HABITABLE SPACE. 1. GARAGES SHALL BE SEPARATED FROM RESIDENCE AS FOLLOWS: PER 200(0 I.R.C. R309.2 RESIDENCE AND ITS ATTIC w/ NOT LE55 THAN 1/21' TYPE XG.W.13. APPLIED ON GARAGE SIDE. HABITABLE ROOMS A50VE wl �/&` TYPE 'X'G.W.5. ANY SUPPORTING STRUCTURE OF FLOOR/CEILING ASSEMBLY w/ 1/2" TYPE 'X'G.W.5. a. PROVIDE 1/21' TYPE XGWI5 AT ALL ACCE5515LE SPACES BENEATH STAIRS. 13. HANIDRAII-5 TO BE 1-1/2" 0 TO 2" 0 PLACED 34" - 3a" A50VE TREAD NOSING. RETURN ENDS TO WALL. 10. GUARDRAILS SHALL BE 36" A50VE FLOOR IN ALL IRE511DENTIAL OCCUPANCIES. Ii. GUARDRAILS SHALL BE CONSTRUCTED 50 THAT A 4" � SPHERE CANNOT PA55 THROUGH INTERMEDIATE MEMBER. 12. ELECTRICAL CUTLET6 IN ALL 5ATHROOM5, GARAGE5, KITCHEN5, AND OTHER APPLICABLE LOCATION PER 200(o I.R.C. SECTION E3a02 SHALL HAVE GFI PROTECTION. 13. SHOWERS TO BE LIMITED TO A 2.� GPM FLOW. TOILETS TO BE LIMITED TO I-(0 GAL PER FLUSH. LAV FAUCETS TO BE LIMITED TO 2.5 GPM. 14. PROVIDE WALL COVERINGS THAT SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 10 INCHES A50VE DRAIN AT SHOWER OR TU55 WITH SHOWERS. WALL COVERINGS SPECIFIED AT SHOWERS. 1�. WOOD STOVES / FIREPLACES SHALL HAVE TIGHT FITTING DOORS AND FLUE DAMPERS, OUTSIDE COMBUSTION AIR ((o PREFABRICATED FIREPLACE TO BEAR THE STAMP OF AN APPROVED TESTING LA15 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR L16TING AND THE MANUFACTURES INSTRUCTIONS. I(o. ALL PENETRATIONS THROUGH FLOORS OR CEILING SHALL BE CAULKED AND SEALED. 11. EXTERIOR OPENINGS EXP05EID TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. ]a. OPENINGS FROM A PRIVATE GARAGE AND RESIDENCE SHALL BE 13/a" MINIMUM THICKNESS, 50LID-CORE OR HONEYCOM5 STEEL DOOR, OR 20 MINUTE LABELED PER 200(o I.R.C.SECTION 3013.1 113. ROOF/VALLEY 4 ROOF/VERTICAL SURFACES SHALL BE FLASHEID/COUNTER FLASHED WITH MIN. 2(o GA. GALVANIZED. 20, BUILDING TO BE PER I.R.C.321 5ECURITY FROM CRIMINAL ACTIVITY. C 13 314 U -Uj. e I e EXIST. WATER METER VERIFY LOCATION CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES BEFORE (--nK1AT H(-T1 KI W N 82042'11211 1�w L 172.92 111111611MAII16101 EXIST. RESIDENCE UPPER FF. EL. 215.13' UPPER FF. EL, 2712.63' MAIN FF. EL. 266.46' MAIN FF. EL. 263.136' LOWER e-O.G. EL 251.0' GAP,. 5.0-G. EL 262.19' Lot 47 Lot 46 N IM 2(o'-A` CURVE TABLE LINE LENGTH RADIUS TANGENT DELTA C1 20.00' 778.8,3' 10.00' 1 *28'17" C2 747.95' 808.83' 403.12' 52-58'56� ' 40 'Nothing in this permit approvul process BW be JnterPreW 0 Al lowing. ot p-Irmitfing the Imnluintenance of any c*urtently existi-g illegaL nonconforming or unpermirted building or site condition which is outside the scope of the it applieftion, regarrilm's of whethei such , structure or condition is shown on the aite p1p or dreiwi ng. Such buildiM structure or condition mky b6 the sukiect of a separate enforoement action " property address 11111 TALBOT ROAD EDMONDS, WA. 13502(o tax parcel number: 005134400004602 legal description: ALL THAT PORTION OF LOTS 46, 41 AND 4(3, DESCRIBED AS FOLLOWS: BEGINNING AT ANGLE POINT 103 FEET N OF THE SOUTH LINE OF LOT 41 AND 100 FEET WEST OF THE EAST LINE OF SAID LOT 41; THENCE NORTH TO ANGLE POINT 20 FEET SOUTH OF THE NORTH LINE OF LOT 4(5; THENCE WEST PLT SAID NORTH LINE TO WEST LINE OF SAID LOT 4a; THENCE NORTH ALONG SAID WEST LINE 20 FEET TO THE NORTHWEST CORNER THEREOF; THENCE EAST ALONG NORTH LINE OF LOT 4a TO THE NORTHEAST CORNER OF SAID LOT; THENCE SOUTH ALONG THE EAST LINES OF LOTS 4a, 41 AND 46 TO ANGLE POINT 105 FEET NORTH OF THE SOUTH LINE OF SAID LOT 46; THENCE WEST 100 FEET; THENCE NORTH 103 FEET TO THE TRUE POINT OF BEGINNING; - EXCEPT THE WESTERLY 5 FEET TO CITY OF EDMONDS PER QUIT CLAIM DEED VOLUME 514, PAGE 544. project description: CONSTRUCTION OFAN ACCESSORY DWELLING UNIT OVER AN EXISTING GARAGE. project data: ZONING RS-20 CONSTRUCTION R-3 lot size: Co C", 7L- 32, > Z7 M Q) LL- 210�6.15 5F. 0,62 ACRES impervious surface: -OT AS 5HM V, 21096.1� 5F. EX16TING HOUSE 2,151.50 5F. EX15TING COVERED PORCH/DECK5 111.05P. EX15TING DRIVEWAY 4,216.4�5.F, TOTAL EX15TING IMPERVIOUS SURFACE 6,4L35.03 5F. NEW ADDITION - IMPERVIOUS SURFACE NEW COVERED PORCH TOTAL IMPERVIOUS SURFACE (o, 5 �3 lot coverage ca1c: EX15TING BUILDING PAD 2,151.5a 5F. EXISTING STAIRS 19.45 S.F. EX15TING DECK/ PORCH 0(0 1.55 5F. TOTAL 3,032.5a SF. NEW STAIRS 44.33 5F. NEW PORCH 4a.(o I S.F. TOTAL 3,125.52 S.F. 3,125.52 �--F- = 11.549.' COVERAGE 21013(o.15 ";F adu to existing house floor area ratio: EX15TING HOUSE 4,46&(oa S.F. ACCE55ORY DWELLING UNIT 512.00 5F, 512.00 5F. = 11.46% 4,46a.6a 5F. height limit: EL. 261.51 EL. 263.�2 EL. 262.12 EL. 251.5a 1,045.1% EL. 261.3 AVERAGE GRADE 4 + 25' : EL. 2a(o.3 MAX. BUILDING HEIGHT 2013.54 ACTUAL BUILDING HEIGHT (EXISTING NO CHANGE) 2a5.12 ACTUAL BUILDING HEIGHT (NEW) ELEVATION DATA PROVIDED BY CONTRACTOR. project team: owner/applicant HEIDI THOR5TENSON/SHANE DE50ER Zone 'S Corner 11111 TAL50T ROAD Fla vl EDMONDS, WA. 13002(o Letbacks &gaire +v vietJ �d A� architect Sides 7v �.ry 7 KIRK CHR15TIAN50N -Rm 11241, 17 CONFLUX ARCHITECTURE INC. Other' 5512 15t AVENUE NE &�ht .SEATTLE, WASHINGTON 13(5105 (20(o) 523-4414 structural engineer CHR15 COVINGTON STRUCTURAL IDE51GN ASSOCIATES, INC. NORTH STAR BUILDING 2210 HEWIT AVENUE, SUITE #401 EVERETT, WASHINGTON 135211 PH: (425) 333-02'33 FAX: (425) 252-091(o sheet index: A W [ Win d i*-[j6n:5 APPROVED By PLANNING U J. 0-1 115-31 SURVEY JUH 19 2009 SP-1 SITE PLAN 4 GENERAL NOTES DEVELOPfAEAT !3ERMES CIR. A-] EX15TING ELEVATIONS CRY OF EDMONDS A-2 EX15TING ELEVATIONS A-3 NEW ELEVATIONS 4 WINDOW SCHEDULE A-4 NEW ELEVATIONS A-5 MAIN 4 UPPER FLOOR PLAN 4 WALL SECTION A-(o FOUNDATION PLAN 4 UPPER FLOOR FRAMING PLAN 4 ROOF FRAMING PLAN 4 DETAILS 5-1 STRUCTURAL NOTES, SCHEDULES 4 DETAILS 5-2 STRUCTURAL DETAILS @Copyright 2008 conflux architecture, inc. C:l M C= J -I IUD lr�; C= LM IM m C') r