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HomeMy WebLinkAboutLUA-07-071_Report 1'' '' '' '' '' ' '' -; --=~-~- j__-__ _ ----- -·~-- I I I I ~ '·~ 1,, ' ii 'ii , ---~,_;_· --"'"-----'""""'-'-"b,._, ----""'---... J -.:,, ·~ n ,, ~·l ij~! !~ ,, ~I~ •!' 'i ., ' 'ii r ' ==-'==='------_ -_ -_-_ ------ -~~ ! ! I MARTIN GARAGE ADDITION E,,E,I TAY~ " '' ' '' '' di • 0 'z --1 'o; I 00 _______ ___,R~EN~T~O~N~,WA,e,c, ________ _ ~! ELEVATION$ t:,,~:;.:t.~9' ,. ... .,.. El .. =ea-<..o.w "·""'·"· f''-c';S!IJ -14~ 1021t, 11£ _,,, >;T. F .. ,t;!l,J-o;.41 llUjT~~"" """'I l<:l!NT,WA.91><>aO ,..,.,.. ___ , PU s?tovV1~ ..f'/,ef ~rlj-_ below ex,-sl,~ t:i:n,,,€.- -f;r lo uJ, d',--, 0 .f ff 0t. r-o.. F . DEVELOPMENT PL\NNING CITY OF RF.NTON JUL 1 3 2007 R -r ., . .,D f:\Jt:i\v ~ i I ' I I I I I \ I ...... ---- , --t I~ ]> ;II [l m r ' ' ' ''\ I !1 \ " re ~i ~ ~ ~ ' ! "' " () I "' I! ~I lll' j ! ]> I ,,~ T G\ .. ~ .• m !, z !i ' !c ! -«al -- , j MARTIN G.ARAG.E ADDITION 0 \ 661 TATLOR. ·~----~~~-·~""""'~'"'-·~~~---~-~---~t SITE PLAN / / \ \ I I ___,) / Ii"' . ' ' ----~--- A+ Design ~-,-~, "'°'""'. ~,.,, "''"' = .. DehAW c.r.e,0. '°"''"'-'""°""··· 10"""""""",;,, e.,,,.,,,.,,......, .._.,~,,,~ ........... JJJa.'lllC,O EJ '\ ~ () i~ ~ 2 s E § 0 ~ ' .. ' .... ;,J ' 5 IS I z ! z m • 0 ~ ' _, "' C i~' T z 0 ~ Sil 11 r .. z 'I j'l "ij I ~ ~ li!i [~ •ii !1• 1 ~z ~x l!i i!! I Ii\ .. I i" 1: ',,iii! t :ill 2~ ,o :1 ii'~~~~ ,o .. ' ;,J Ii\ F!; ~ i r~ ~ • m "'·! ,, ; ,z H !ii ,j!; :,0 :I ' .... .. ii ~~g F~~ i ~~ z 11; m: t 111 Hi 1 ! ii! , !! ;, ! /. C i,· 111:1·1 11 [~ n~ "'li'! 11 ,, ;,J m r: m; i <;~ ;,J .. :n Ii! -n "' . 1: m ~· ~ 0 g~ r "! t: .i ~ i~ 0 C 0 11 ~ !; !• • ( I, \ I' r, ! i ;,J 11 m ' Ir i: i -n ;,J ;,J ;~ :1 ' ~ -n :1 r :~ ~ 0 ! z 0 ! ,, "' ;,J z -n 2 ;,J .. m :I T z "' ' ·i'l ' ' ' L_:·i~V ' ' '·' ' ' I ' ' -------------.------------J ~ ,,•'a,<• • ,•• ,• " •• '" ;,-'---" 1 ~-----~E~ -----______________ ] I ~ ~ i ' 9H y'~ .... ~ r r = ,l ~ ·--------------- I fil -r LI I ·, E:> "' ----T --------' li J I l-- " j_.l-- " ~l--l--~ ! ~ " i1 J--l--!l1-~ (;" ~ !1i 1- 4 "' ~~ MARTIN c,,ARAGE ADDITION tj 001 TAYLOR ~:"'S'.:.!1.~~ fi~~~~~~~~~R~EN"'-'T~O~N~.W~A~·~~~~~~~~~~ ig ~ ..... .,.. Bfa.41:::!>HAW c.~.B 0 Pn. 12!,~i -l<S 10"-'• "I" >%th !<T r,.,., (:;,&;) --.... ~' l!,OOTE 3'!. &""11, l<ENT,li!A. ""°'° PLAN6 '~'-..,o=...t ..... , i e I ' ' T ·- • ! . . I i • ! I EJ !' j I i 1' 1.1 /) I !i: _, . i 0 ,, H 1::; e~ ~ ~ C it ~(:;i~ ,c • b l ~" '< " ~ H ! I ~~ ~n ~ co '! m C >, :!Ip i ., ~ i 11 ~-~ ill 11 ~G ~ ~ ~ !! p () m .. (>'! ,. ~ !i 1i L ;, 'I ... ,, ,p. :I I . ~ 0 !j ,. I !· i iii ~ > ! ' !' h ! CJ> ~ !: !' !I ' '! j, ' i ' i - ~ i ~ ~ 3 ' ~ ~ ",ti MARTIN GARAGE ADDITION v 661 TAYLOR ,.~~~~~~~--'REN"="c,TOc,Nc.,,W,cA-_.~~~~~~~~ "H FLANS . "'·''-. -,·., -,. j' ~·-,· -"' ,J,4-l A+ Deergn "'""ld<.nl1'IO.-art1,ig1D ... 1,g,, RA'f BRAD..W.W C.P.e.D PO ~3) ... 0 ... 1'<~ 100, .. eE -"' eT. 1,,,.,,,.,0,,,.,,,_,..,., 51J,TEJ" ~•,Ill KEMT. U!A. ""°'° ro,p<--=<=· .. ,.,., CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS MEMORANDUM Date: December 17, 2007 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: LUA (file) Number: Cross-References: AKA's: Project Manager: Acceptance Date: Applicant: Owner: Contact: PID Number: ERC Decision Date: ERC Appeal Date: Administrative Approval: Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date Appealed to Council: By Whom: Council Decision: Mylar Recording Number: Martin Garage Setback Variance LUA-07-071, V-A, V-A Andrea Petzel July 20, 2007 Rowland & Sally Martin Same Rowland Martin 9564800020 August 24, 2007 September 7, 2007 Date: Date: Project Description: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single-family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20-foot setback). Location: 661 Taylor Avenue NW Comments: 9/6/07 -Reconsideration received from applicant. 9/17 /07 -Development Services Director clarified Conditions 1 & 3 with removal of Condition 3 from original decision. New appeal period end date: October 1, 2007 CITY •F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator -~,,Y O .. · (!*'~ /;\ + >+-+ .II j) -;>-Kathy Kcolker, Mayor .t;,,,_.,..,o";)"----------------------------------""' 1 ',I l- September I 7, 2007 Rowland & Sally Martin 661 Taylor Ave NW Renton, WA 98057 Subject: Request lor.llMil'lsideratl~n -Marti~. G~;~ge'Setba~kVariatlce LUA.07-071, V-A, V-A Dear Mr. & Mrs. Martin: This letter is in response to your request for reconsideration of the conditions of approval for LUA 07-071 (dated September 6, 2007). Specifically, you asked for clarification of conditions I and 3. Condition I is as follows: In order to avoid damage lo the existing footings, the applicant shall choose one of the following two recommendations: I) The proposed addition be moved to the south such that an imaginary 1:1 (Horizontal: Vertical) slope is maintained between the edges of the existing house footing and the proposed addition footing, or 2) the existing house footings be underpinned. This is condition is subject to review and approval during the building permit review · period. You requested reconsideration/clarification of this condition in order to allow for flexibility in deciding between the two options. For clarification of option I, any (minimal) additional changes will be covered under the variance requests, and documented at the time of the "as-built"/final · inspection. For option 2, the term "underpinning" as used in the soils report, does not exclusively refer to the pin pile option, but rather the pin pile option or the alternating sections of the concrete slab. As you requested in your letter, both.methods are acceptable as they are both recommended in the soils report. Condition 3 is as follows: In order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends that prior to clearing the site, the applicant be required to install temporary erosion control measures and to follow the Department of Ecology's (DOE) Stormwater Management Manual, Volume II Upon reconsideration, erosion control is not applicable to this setback variance, and the condition is therefore removed from my original decision. This administrative reconsideration will become final if not appealed to the Hearing Examiner by 5:00 p.m. on October I, 2007. Appeals must be filed in writing, together with the required $75:00 application fee, to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. -------1~05_5_S_o_u_th_G_r_ad~y-W_a_y ___ R_e-nt-on-,-W-as-hi-ng-t-on_9_80_5_7 ______ .. ~ @-This paper contains 50% rec~ed material, 30% post consumer AHEAD OF THE CURVE Page 2 of2 Request for Reconsideration -Martiil Garage Setback Variance Please contact Andrea Petzel, Project Manager at (425) 430-7270 if you have any questions. Sincerely, Neil Watts, Director Development Services Division cc: City of Renton File LUA 07-071 Andrea Petzel, Associate Planner [Andrea Petiel -Martin Garage Variance From: To: Date: Subject: Andrea, Jennifer Henning Petzel, Andrea 09/12/2007 5:58:35 PM Martin Garage Variance _____________ P~]_e_1 I spoke with Neil regarding the letter from Mr. Martin requesting reconsideration/clarification of the conditions for the variance. Neil feels that condition Number 1 should be modified to provide the flexibility that Mr. Martin is requesting in light of the fact that this is a request for a setback variance. Condition No. 2 should remain unchanged. And, Condition No. 3, regarding erosion control is not applicable to the setback variance and should be eliminated. Therefore, please prepare a letter for Neil's signature with the modified conditions (revise No. 1 to allow for the clarifications requested by Mr. Martin; retain Condition No. 2 regarding reseeding of disturbed areas; eliminate Condition No. 3). The letter will be subject to a 14-day appeal period and should go to the applicant, and any parties (however, I see there are none). Thanks Andrea. CC: Watts, Neil. September 6, 2007 City of Renton Planning/Building/Public Works Department Re: Martin Garage Variance QEVELOPME:N 1 SERVlCES CITY OF RENTON SEP 11 RECEIVED I appreciate the well-prepared Report & Decision package. I would like to refine two parts of the Project Background section. The first comment concerns treatment of the existing foundation where two options are listed. Option I is to move the proposed addition southeasterly such that a 1: 1 slope is maintained. I am happy to consider that option as long as any additional change to this variance request that would be necessitated by such a movement is included as part of the approval, should it be granted. I request that the approval be granted with the understanding the precise dimensions won't be available until "as-built". I don't expect the changes in distances would be large. Option 2 lists "underpinning". I want to emphasize that the soils report recommended either pin piles or a method of pouring a simple concrete slab in alternating sections below the existing footing. The clarification heiejs that "underpinning" will not be interpreted as only the pin pile option. I would like the flexibility to use either method recommended in the soils report. The second comment regards the DOE Stormwater Management Manual. I would like to request that the city assist me by stating explicitly what this requirement means as applied to me, in terms of some simple guidance and practice to use in my small project. I am concerned that the mention of this Manual may impose requirements upon me that, as a lay person in the Stormwater Management field, would be both difficult to understand and impractical for me to achieve. I would like to request that the City instead list simple, specific steps to follow, as an alternative to casual mention of what is perhaps an extensive Manual. Sincerely, REPORT & DECISION Decision Date: Project Name: Applicant: File Number: Project Summary: Project Location: Exist. Bldg. Area: Site Area: City of Renton Department of Planning I Building I Public Works. ADMINISTRATIVE VARIANCE LAND USE ACTION August 24, 2007 Martin Garage Setback Variances Rowland and Sally Martin 661 Taylor Ave. NW Renton, WA LUA 07-071, V-A, V-A Project Manager: 11~ITIAL1DATE Andrea Petzel, Associate Planner The applicant is requests two administrative variances for the front and rear yard setback to allow for the construction of a 2-story, 900 square foot addition to an existing single- family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be set back approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20-foot setback). 661 Taylor Avenue NW 1,700 sq. ft. Proposed New Bldg Area: 450 sq. ft 10,453 sq. ft. Total Building Area: 2,150 sq. ft. REPORT & DECISION Decision Date: Project Name: Applicant: File Number: Project Summary: Project Location: Exist. Bldg. Area: Site Area: City of Renton Department of Planning I Building I Public Works ADMINISTRATIVE VARIANCE LAND USE ACTION August 24, 2007 Martin Garage Setback Variances Rowland and Sally Martin 661 Taylor Ave. NW Renton, WA LUA07-071, V-A, V-A Project Manager. Andrea Petzel, Associate Planner The applicant is requests two administrative variances for the front and rear yard setback to allow for the construction of a 2-story, 900 square foot addition to an existing single- family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be set back approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20-foot setback). 661 Taylor Avenue NW 1,700 sq. ft. Proposed New Bldg Area: 450 sq. ft 10,453 sq. ft. Total Building Area. 2,150 sq. ft. City of Renton P/8/PW Department Martin Garage Setback Variances REPORT OF AUGUST 24, 2007 Page 2 of6 A. Type of Laud Use Action Conditional Use Site Plan Review Special Permit for Grade & Fill X Administrative Variance(s) B. Exhibits The following exhibits were entered into the record: Administrative Report and Decision LUA 07-071, V-A, V-A Binding Site Plan Shoreline Substantial Development Permit Administrative Code Determination Exhibit No. 1: Yellow file containing the application, proof of posting and publication, and other documentation pertinent to this request. Exhibit No. 2: Zoning and Neighborhood Detail Map Exhibit No. 3: Site Plan Submitted with Variance Application (dated 5/22/2007) Exhibit No. 4: Building Plans (dated 4/3/2007) C. Project Background: The subject property is a 10,453 square foot lot in the Residential-8 (R-8) zone. The applicant requests two administrative variances from Renton Municipal Code 4-2-1 lOA, "Development Standards for Single Family Residential Zoning Designations," one for the front yard (garage) and the other for the rear yard. The minimum front yard setback for a garage in the R-8 zone is 20 feet and the minimum rear yard setback is 20 feet. To build the 450 sq. ft. single-car garage addition to their house, two variances for the garage are required in order to reduce the front yard setback to 7.92 feet and the rear yard setback to 14.66 feet. The proposed garage addition would have a 450 square foot building footprint with a single-car garage space on the first level and a storage/work/hobby room on the second level. The addition is approximately 30 feet long, 15 feet wide and 21 feet tall (measured at the midpoint of the slope of the roof). The addition would be considered an attached accessory structure and would bring the total building lot coverage to 2,150 square feet or 21 % of the lot. The addition would be to the southeast portion of the house. There is an existing single-car garage on the northwest wing of the house. The lot is pie-shaped with the house placed squarely in the middle facing west. The unusual shape of the lot as well as the location of the house on the lot creates somewhat of a complicated scenario for building an addition to the existing home. Further constraining development on the property are the protected slopes (exceed 40%) in the rear yard. As part of the application materials the applicant submitted a geotechnical report by Geotech Consultants, Inc. (dated July 11, 2006). Two test pits were dug, which revealed very dense, gravelly, silty sand (glacial till) City of Renton P/8/PW Department l\1artin Garage Setback Variances Administrative Report and Decision LUA 07-071, V-A, V-A REPORT UF AUGUSF 24, 2007 Page 3 of 6 underlying approximately one foot of topsoil. Test pits depths were 6-9 feet, and there was no groundwater seepage in either of the test pits. The report states that the northern ( outside the scope of these variances) and southern additions can be supported on conventional footings bearing on the dense to very dense glacial till or very stiff to hard silt. Some over-excavation will likely be required in the southern half of the southern addition in order to remove loose, near-surface fill and native soils to expose the competent bearing soils. The report continues, stating that excavation for the proposed southern addition may possibly undermine the footings of the existing residence. The report recommends, and City staff support as a condition of approval, that in order to avoid damage to the existing footings one of the following two recommendations should be followed: I) The proposed addition be moved to the south such that an imaginary I: I (Horizontal: Vertical) slope is maintained between the edges of the existing house footing and the proposed addition footing, or 2) the existing house footings be underpinned. The southern addition will be set back far enough from the top of the ravine slope so that there is no indication that the slope poses any risk of instability. However, the report further states that any disturbance to the existing slope outside of the building limits may reduce the stability of the slope. Therefore, staff recommends as a condition of approval that the applicant reseed/replant any exposed soils or disturbed/damaged areas with native plants as soon as construction of the addition is complete. Furthermore, in order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends that prior to clearing the site, the applicant be required to install temporary erosion control measures and to follow the Department of Ecology's (DOE) Stormwater Management Manual, Volume II. Filldi11gs, Conclusion, and Decision Having reviewed the written record in the matter, the City now makes and enters the following: D. 1. 2. 3. 4. Findings Request: The applicants request approval for two administrative variances for the property at 661 Taylor Avenue NW. The variances are requested from RMC 4-2-l lOA, which requires a 20 foot front yard setback for the garage and a 20 foot rear yard setback for the garage. The applicants request the variances in order to reduce the front yard setback to 7.92 feet and the rear yard setback to 14.66 feet. Administrative Variance: The applicant's Administrative Variance application complies with the requirements for information for a variance. The applicant's site plan and other project drawings are entered as Exhibits 3 and 4. Existing Land Use: Land uses surrounding the subject site include: North: R-8 zone, developed as single-family residential; South: R-1 zone, undeveloped; East: R-8 zone, developed as single-family residential, and; West: R-1 zone, undeveloped. Consistency with Variance Criteria: Section 4-9-250B5 lists four criteria that the Zoning Administrator is asked to consider the following four criteria, along with all other relevant information, in making a decision on an Administrative Variance application. The variance criteria are as follows: a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to City of Renton P/8/PW Department l\tlartin Garage Setback Variances Administrative Report and Decision LUA 07-071, V-A, V-A REPORT OF AUGUST 24. ]007 Page 4 of6 E. I. 2. 3. deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification; Through strict application of the zoning code, the applicants seemingly suffer undue hardship given the shape and topography of the lot. As discussed in the geotechnical report, the lot is constrained on two sides by protected slopes that limit any development in the rear of the lot. In addition to the protected slopes, the shape of the lot is irregular {pie-shaped), making it difficult to clearly delineate the front and side yards. The current site of the addition is the only buildable area on the lot. Without granting the variances, the applicant would not be able to undertake their plans for an addition. b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; Granting the variance would not necessarily be materially detrimental or injurious to the property in the vicinity. The subject lot shares only one property line close to another residential structure, which is on the opposite side of the lot from the proposed new addition. The other sides are steep slopes that are part of a Native Growth Protection Easement for a different development. A reduction in either the front or rear yard will not bring the addition any closer to any other structures, or habitable areas. c. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated, and; Granting two variances in this case would not constitute a special privilege, as the property bound by environmental constraints, is located next to land zoned with a lower density, and will not impact any other residential structures. d. That the approval as determined by the Reviewing Official is a minimum variance that will accomplish the desired purpose. The applicant requested a variance that will reduce the front yard setback to 7 .29 feet and the rear yard to 14.6 feet. This would allow a 15 foot-wide by 30-foot long addition to be built. The variances requested are the minimum to accomplish the goal of building the addition. Co11clusiom The subject site is located at 661 Taylor Avenue NW in the R-8 zone, a single-family residential zone. The City of Renton Development Standards, RMC 4-2-11 OA requires a 20 foot front yard setback for the garage and a 20 foot rear yard setback. The recommendation of staff is to approve both variance requests because the applicant meets all four variance criteria. City or Renton P/B/P\V Depa11ment Martin Garage Setback Variances Rf,PORT OF A(/GUST 2-I, 2007 Page 5 of 6 1''. Decision Administrative Report and Decision LUA 07-071, V-A, V-A The Administrative Varia11ce(s) for File No. LUA 07-071 V-A, V-A is approved subject to the following conditions: 1. In order to avoid damage to the existing footings, the applicant shall choose one of the following two recommendations: 1) The proposed addition be moved to the south such that an imaginary 1:1 (Horizontal: Vertical) slope is maintained between the edges of the existing house footing and the proposed addition footing, or 2) the existing house footings be underpinned. This is condition is subject to review and approval during the building permit review period. 2. The applicant shall reseed/replant any exposed soils or disturbed/damaged areas with native plants as soon as construction of the addition has been completed. The area shall be reseeded/replanted prior to final building inspection. 3. In order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends that prior to clearing the site, the applicant be required to install temporary erosion control measures and to follow the Department of Ecology's (DOE) Stormwater Management Manual, Volume 11. SIGNATURE: Neil Walls, Development Services Director TRANSMITTED this 24'" day of August, 2007 to the applicant and owner: Rowland and Sally Martin 661 Taylor Ave. NW Renton, WA TRANSMITTED this 24'" day of August, 2007 to the parties of record: There are no parties of record. TRANSMITTED this 24'' day of August, 2007 to the following: Larry Meckling, Building Official Mark Peterson, Fire Marshal Jennifer Henning, Current Planning Manager Date City of Renton P/8/PW Department Martin Garage Setback Variances REPORTOF.WGUST 24, 2007 Page 6 of6 Land Use Action Appeals Administrative Report and Decision LVA 07-071, V-A, V-A The administrative land use decision will become final if the decision is not appealed within 14 days of the date of approval. An appeal of the decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). RMC Title IV, Section 4-8-11.B, governs appeals to the Hearing Examiner and requires that such appeals be filed directly with the Office of the Hearing Examiner. Appeals must be made in writing on or before 5:00 PM on September 7, 2007, and must be accompanied by a $75.00 fee and other specific requirements. THE APPEARANCE OF FAIRNESS DOCTRINE provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. EX16 TING DRIVEWAY TO REMAIN 3 = 11 \ 1.,.. II , ...-o 11 ~ '-"' «i ii:.oQ I z, ' ' ' ' SITE PLAN l11 cS01 LEGAL DESCRIPTION 4 I WOODY GLEN ADD FOR NEL Y OF NEL Y MGM OF V AC 6. 123 RD FER F'LA T LA TIMER6 LAKE WAe!-l ADD ADDRESS 661 TAYLOR RENTON, WA. 98055 LOT COVERAGE OWNER LOT AREA • 10,483 6.F. ROWLAND 4 SALLY MARTIN PH.• (206)112-6290 TAX PARCEL• 9564800020 EXISTING HOUSE , 1,911.9 S.F. NEW GARAGE , 481.5 S.F. LOT COVERAGE, 2,3':19.4 S.F. (2,3':l':1.4/10,453 S.F.• 23%) DEVELOPMENT PL~NNING CITY OF f,ENTOM JUL 1 3 2007 RECEIVED COPYRIGHT@ 2001 A+ DESIGN P"eROJECT ..... MARTIN GARAGE -~ 01-101 .UH,'\•!l· 1.JI RMS UA1t S-22-01 .. -.. SHEET 61T -.,_ ..... ,_ '""""""'""""" ,;,;,~..... ,,..,... ...... , ........ -.~"'-"""'""' ,,.,.,.-0,...,""""" ·a·e1·e1::, '1rVH'SCJ'1;,jg_.Ll'OI ~6'1~;d":v- ------- -"'- I 1 L ' #'-- h !, i. -.!. \~ ' ·. ' i~ il ........................ ~ I I I / / / / ~ ' \ w I ,J I~ \ <l it -'I .,,, ' ' ~: ~ .; ~ i i 11 ~'i !l 1 i j I ..J 11 w <l . " II'. i l, ~ § -<{ § ~ z 0. ~ ~l ~ '--' ~ " I \ ! '1 I I 1 I I I I '-,.P_ ' I z j II. I ~' I "'. I I I ~4) I ? I I -------·~-----~~-----·] .. ~ ~ ·~ I ' Ep • . /. C ~~ "' ,;/' !'1'11111'1 1l a(n!P 1;1 1l ' JJ m JJ I> I !ii•: ! qi -n "' 1-->- , '!' 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H7 27 T23N ASE 26 T23NH5E E\O ! !351: /_'L_ _____ _ 1 12 36 T23N R4E . 603 ----IB ' 31 T23 ASE 1>4 I . 1 "14 32T23N f15E 605 15 33 T23N R,j;, · 825 16 34 T23N ASE 17 35 T23N ASE .. 607 608 ', 610 632 833 22N R4E ' J2 J 3----J 4~"~ J 5 J6 J7 1 T22N R4E 6 T22N ASE RESIDENTIAL ~ Ree:ource Conservation ~ Residential 1 du/11.c ~ Residential 4 du/ ac ~ ReaidenUal 8 du/ac ~ Re11idential Manufactured Homes IR-IC I Re11idential 10 du/ac I R-141 Re11id,:mlial 14 du/ac I RM-f"; Residential Nulti-Fa.mily 5 T22N ASE 4 T22N J;tSE 3 T22N ASE 2 T22N ASE MIXED IJSE CENTER @] Center Villace iuc-Nil Urban Cenh,r -North 1 ~C-N2j Urban Center -North 2 ~ Center DO'Wil.tol'Il• ~ Commercial/Of!ice/Residential COMMERCJAI ~ Commercial Arterial• @J Commercial Office• IND! rsTRIAL ~ Industrial -Heavy 0 lnduatrlal -Medium ~ lnduatrial -Light (::>) Publicly ol'Il.ed ----Renton City Llmit.11 --·-·-Adjacent City Limits -Booll: Pages Boundary 25 8 ,, 36 1 T2 jRM-T I Residential Multl-FllDlily Traditional IRM-U I Re11idential Multi-Family Urb.&n Center• ~ Commercial Neighborhood KAOU PAGE Printed by Print & Mail Services, City of Renton • May include Overlay Districts. S~e App8ndi:a: map11. For additional reculationa m Overlay District.II, plea11e 1188 RMC 4-3. PAGE# INDEX SECT!TOWN•flANGE City of I ,n Department of Planning I Building I Public ks ENVIRONMENTAL & DEVELOPMENT APPLICATlvN REVIEW SHEET REVIEWING DEPARTMENT: Va,..-J::.S COMMENTS DUE: AUGUST 3, 2007 APPLICATION NO: LUA07-071, V-A. V-A DATE CIRCULATED JULY 20, 2007 APPLICANT: Rowland & Sallv Martin PROJECT MANAGER: Jill Dino PROJECT TITLE: Martin Garage Setback Variances PLAN REVIEW: Kavren Kittrick SITE AREA: 10,453 square feet BUILDING AREA (qross): 900 square feet LOCATION: 661 Taylor Ave NW WORK ORDER NO: 77778 SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Environment Minor Major Information Environment Impacts Impacts Necessary Earth Housinn Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transnortation Environmental Health Public Services Energy! HistondCultural Natural Reso1Jrces Preservation Airport Enwonment 10,000 Feel 14,000 Feel B. POLICY-RELATED COMMENTS . j/ j1v/lf_ c4 ,1,,'-/W c~Uvls Iv le"-,,., 0 C. CODE-RELATED COMMENTS --/1\ .. ,./V--Cl,/l.A.-j-//..,0 Probable Probable More Minor Major Information Impacts Impacts Necessary City of on Department of Planning I Building I Publi rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:G:,~c..-J..r·0 ..,, Sv.:...>. COMMENTS DUE: AUGUST 3, 2007 APPLICATION NO: LUA0?-071, V-A, V-A DATE CIRCULATED: JULY 20, 2007 CIIYUt-Hl:N1UN APPLICANT: Rowland & Sallv Martin PROJECT MANAGER: Jill Dino RECEIVED PROJECT TITLE: Martin Garaoe Setback Variances PLAN REVIEW: Kavren Kittrick JUL '.! 0 ,~~1 SITE AREA: 10,453 souare feet BUILDING AREA (aross): 900 sauare feet ,._.. .._,1v,v,vr" LOCATION: 661 Taylor Ave NW WORK ORDER NO: 77778 SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minar Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water Linh I/Glare Plants Recreation Land/Shoreline Use Uli/ilies Animals Transnortation Environmental Health Public Services Energy! Nalura/ Resources Hisloric!Cullural Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wher, dditional information is needed to properly assess this proposal. Date City of .. "'ton Department of Planning I Building I Public .. _rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1Zi i c e__ APPLICATION NO: LUA07-071, V-A, V-A APPLICANT: Rowland & Sallv Martin PROJECT TITLE: Martin Garane Setback Variances SITE AREA: 10,453 sauare feet LOCATION: 661 Tavlor Ave NW COMMENTS DUE: AUGUST 3, 2007 DATE CIRCULATED: JULY 20, 2007 PROJECT MANAGER: Jil' PLAN REVI E)l:,".""'"f<avren Kittrick / --r--o BUILDING AREA lnross): 900 sauare feet WORK ORDER NO: 77778 SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water LiohVG/are Plants Recreation Land/Shoreline Use Utilities Animals Transnortation Environmental Health Public Services Energy! Natural Resources Historic/Cultural Presetvalion Airport Environment 10,000 Feet 14,000 Feet B, POLICY-RELATED COMMENTS C, CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Date City of I m Department of Planning I Building I Public "ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ \ ol-Yl ke..,,; e.. i.-.) COMMENTS DUE: AUGUST 3, 2007 APPLICATION NO: LUA07-071, V-A, V-A DATE CIRCULATED JULY 20, 2007 APPLICANT: Rowland & Sallv Martin PROJECT MANAGER: Jill Dina PROJECT TITLE: Martin Garaae Setback Variances PLAN REVIEW: Kavren Kittrick SITE AREA: 10,453 square feet BUILDING AREA lorossl: 900 sauare feet II Ii , ~ ', ..... LOCATION: 661 Taylor Ave NW WORK ORDER NO: 77778 SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a ~~/dblf{?~g/)J square foot addition to an existing single family residence, The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room, The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earlh Housina Air Aesthetics Water UahtlG!are Plants Recreation Land/Shoreline Use Utilities Animals Transoortalion Environmental Health Public Services Energy! Natural Resources Hisloric!Cu/fural Prese11Jation Airport Environment 10,000 Feet 14,000 Feet 8, POL/CY-RELATED COMMENTS (Jv1,,ce C, CODE·RELA TED COMMENTS AJi9-'Kf we have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. ~ j __,__:___=)~&"'-'' 7'--=r'/Jf--1-. ---- Oat j City of, ,n Department of Planning I Building I Public rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r, re.. COMMENTS DUE: AUGUSTf"l,-Z{Y()"r" .. - APPLICATION NO: LUA07-071, V-A, V-A DATE CIRCULATED JULY 20, 2007. r-·-------- ' APPLICANT: Rowland & Sally Martin PROJECT MANAGER: Jill Dino PROJECT TITLE: Martin Garaqe Setback Variances PLAN REVIEW: Kavren Kittrick 1 . • • i v UL z U i'.UU/ SITE AREA: 10.453 square feet ! ' BUILDING AREA foross): 900 sq~are feet--:-,-cc. · ... LOCATION: 661 Taylor Ave NW I WORK ORDER NO: 77778 L SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water Liaht!Gfare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy! Historic/Cultural Netural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS fJt m 01 r 11/;;2 C. CODE-RELATED COMMENTS We have reviewed this application wit particular attention to those areas in which we have expertise and have identified areas of probable impact or ~ wh:addit,onai information is needed to properly assess this proposal. ~/&/ /{..,)a.Lf& _; 7-c:2.Y'-tJ 7 Signature of Director or Authorized Representative Date NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Ser.ices Divi111on o1 the City of Renton. Th& following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER· Mar11n Garage Setback Variances I LUA07·071, V·A 1/-A PROJECT DESCRIPTION: The epplicanl is requesting a front and rear yard setback vwiarce for lhe :onslrJct,on o' a 2-story. 900 squar~ 'oot ~dd,tion to as ex1s1'ng single fom1ly rnsicence Tne adCit,on would ,rclude a single-car garage on Iha lower le,el a~d a sacond·story storage/Wcrk/liobby ,com. The proposed acd,1,or, would be sclback ap:,roxhiately 7 feel fro~1 lhe front pr<Jpe'1y t·ne (a '.3-fool protrusion into the rnquirwl 20-foo\ selback) and 14 'Mt from the rna, property l·ne (a 6·fool prot,us1on into lhe required 20-foot setbackj PROJECT LOCATION· PUBLIC APPROVALS: GG' Taylor Ave NW Administrative Variance APPLICANT/PROJECT CONTACT PERSON: Row,and Martrn. Tel: 206-772-6290 Comments on the above appl1cat,on must be submitted in writing lo Jill K D,ng. P·o1ecl Manager, Oeveloprrent Ser,,ices 01v1s1on 1 055 South Grady Way. Renton, WA 96055, t>y 5 00 PM on August 3. 2007. If yo~ have questions about t~,s proposal, or w,sh to be made a party of record and receive addtional not1f1cat on by mail, comacl the Pm1ect Manager at (425) 430-7219 Aoyone wtio su~m1ls written comments will automatically become a party o! record aoo wi·I be notif'ed of ~"1' decision on lh1s oroJec1. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: July 13, 2007 July 20, 2007 July 20, 2007 If you would li<e lo be made a party of reccrd tc receive further information on this proposed project, comrlete this fonr and return to: City ol Rentcn. Developmenl Plan~ing. 1055 Soutt-G,ady Way Renlon. WA 98055 F,le Na·ne; Nu. \.lart1n Garage SetbacK Va,1ances i LUA07-071, V·A, V-A NAME ------------------------------ ADDRESS ______ _ TELEPHONE. NO CERTIFICATION I, .&.--rti 0Ei6£R__ , hereby certify that Z copies of the above document were posted by me in -z, conspicuous places or nearby the described property on .. 1, 1 --7"-,_,.~~ ' ,,,,. C'i. 1~ ,_,.,,,\.,,.,.._ ~!.'tt DATE: ?~v-cq---SIGNED: W ~~-,~ 7N1\ 7 -:: :J o"'I' '°"I-'>.,, ii!. .. "le • ~ ; ... 1-~ ATTEST: Subscnbed and sworn hefore me, a Notary Pubhc, m and for the State of Washmgton res1dmg.;,.n .!~' ..... ~{ ~ ' , ' , ~ ~ hi 5°;a rtu , on the "73" day of 1 • 4 _ Its-Ao E IC SIG ~ '"~0$ ,,,, w,., ,,_,, 11\\\\\\\ ... Department of Planning I Building I Publi City of ENVIRONMENTAL & _ VELOPMENT APPL/CA ___ N REVIEW SHEET REVIEWING DEPARTMENT: '.p ..-.,-p....<-rvx ,<;; r' C. ~ • COMMENTS DUE: AUGUST 3, 2007 APPLICATION NO: LUA07-071, V-A, V-A DATE CIRCULATED: JULY 20, 2007 APPLICANT: Rowland & Sallv Martin PROJECT MANAGER: Jill Dina PROJECT TITLE: Martin Garaae Setback Variances PLAN REVIEW: Kayren Kittrick SITE AREA: 10,453 sauare feet BUILDING AREA raross): 900 square feet _iUL _Z !J /UU: LOCATION: 661 Tavlor Ave NW WORK ORDER NO: 77778 SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water LinhVGfare Plants Recreation Land!Shoreffne Use Utilities Animals Transnortation Environmental Health Public Services Energy! Natural Resources Historic/Cultural Preservation Airport Environment 10,000 Feel 14,000 Feel B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS \ I ' , . 1 · . / · .. ( y ) . we·-haVe reviewed this application with. particular attention to those areas in which we have expertise and have identified areas of probable impact or area~-~here additional \nlormatio~)ineedS,~ to properly assess this propos~I. .,, .·· 1 1 ;',./· , , , • -I •, ' ' \ • -r. ' -I / · ' / .,. ,.',-/ ~. I' ,/ {_;' .. ) C. ... ,•I I J . . . ' ;,I Signa~ of Director or Authorized Representative Date ( City of ENVIRONMENTAL & Department of Planning I Building I Publi VELOPMENT APPL/CA N REVIEW SHEET REVIEWING DEPARTMENT: --r.:a r1sp:,...--+.3.\-"1 o...., COMMENTS DUE: AUGUST 3, 2007 APPLICATION NO: LUA0?-071, V-A, V-A DATE CIRCULATED: JULY 20, 2007 \.,I Ir \..Ir ht:l~lVfl( APPLICANT: Rowland & Sallv Martin PROJECT MANAGER: Jill Dino Hl:l,t:IVl:U PROJECT TITLE: Martin Garaae Setback Variances PLAN REVIEW: Kavren Kittrick JUL 2 0 ?007 SITE AREA: 10,453 souare feet BUILDING AREA lnrossl: 900 snuare f"0 '· -·· -'" LOCATION: 661 Taylor Ave NW I WORK ORDER NO: 77778 SUMMARY OF PROPOSAL: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20- foot setback). A. ENVIRONMENTAL IMPACT (e.g. Non-Code} COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water Lioht!Glare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy! Natural Resources Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS r0~ C. CODE-RELATED COMMENTS (\j9t,u We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information,}• needed to properly assess this proposal. fJ h 1 ttv ?jfl) W'. Date / July 20, 2007 Rowland & Sally Martin 661 Taylor Ave NW Renton, WA 98057 Subject: Martin Garage Setback Variance LUA07-071, V-A, Dear Mr. & Mrs. Martin: CITY 'lF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to .continue processing your application. Please contact me at 425-430-7219 if you have any questions. Sincerely, J:;,,,?!P/7 Associate Planner V cc: File -------l-05_5_S_o_ut_h_G_ra_d_y_W_a_y ___ R_e-nt-on-,-W-a-s-hi-ng_t_on-9-80_5_7 ______ ~ @ This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ...,'i'Y 0 (!~II ~\ ·~. ri:iN?\'O~ NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Martin Garage Setback Variances/ LUA07-071, V-A, V-A PROJECT DESCRIPTION: The applicant is requesting a front and rear yard setback variance for the construction of a 2-story, 900 square foot addition to an existing single family residence. The addition would include a single-car garage on the lower level and a second-story storage/work/hobby room. The proposed addition would be setback approximately 7 feet from the front property line (a 13-foot protrusion into the required 20-foot setback) and 14 feet from the rear property line (a 6-foot protrusion into the required 20-foot setback). PROJECT LOCATION: 661 Taylor Ave NW PUBLIC APPROVALS: Administrative Variance APPLICANT/PROJECT CONTACT PERSON: Rowland Martin, Tel: 206-772-6290 Comments on the above application must be submitted in writing to Jill K. Ding, Project Manager, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on August 3, 2007. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: July 13, 2007 July 20, 2007 July 20, 2007 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 South Grady Way, Renton, WA 98055. File Name/ No.: Martin Garage Setback Variances/ LUA0?-071, V-A, V-A NAME:-------------------------------- ADDRESS: ________________________________ _ TELEPHONE NO.:--------------- City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) ADDRESS: !VW CITY: Re,}? -r7r,,.. TELEPHONE NUMBER: APPLICANT (if other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER CONTACT PERSON COMPANY (if applicable): A.I ADDRESS: CITY: ~.-r7r">- TELEPHONE NUMBER AND E-MAIL ADDRESS: Q:web/pw/devserv/fonns/planning/masterapp.doc PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: /1/ar 1>1 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): EXISTING~LAND USE(S):('I • G 1;,, e._ -:wu,1-1,. PROPOSED LAND USE(S): N EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: S5 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): EXISTING ZONING: PROPOSED ZONING (if applicable): SITE AREA (in square feet): SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: C) SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): N NUMBER OF PROPOSED LOTS (if applicable): NUMBER OF NEW DWELLING UNITS (if applicable): N 07128/05 r Pf IECT INFORMATION (contil NUMBER OF EXISTING DWELLING UNITS (if applicable): I PROJECTVALUE: 4, </(). OOO ' , SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): '5"0 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 0 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): AJ ,4 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): /J It NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): /ti. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): O AQUIFER PROTECTION AREA ONE O AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA o GEOLOGIC HAZARD O HABITAT CONSERVATION o SHORELINE STREAMS AND LAKES o WETLANDS LEGAL DESCRIPTION OF PROPERTY ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. (Attach legal description on separate sheet with the following information included) SITUATE IN THE o<..v QUARTER OF SECTION 1, TOWNSHl~W, RANGESE, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. /1& r. id /1. t'. .. -In') t{ ;:rrA.. i(t.1/ 3. /'/:it! i,fr'-4 :b, 2. /·u7, ,,,..,_cL.--4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP re of Owner/Representative) My appointment expires: __ \O_-___ctoc.__·~O---'e~,--- Q:web/pw/devserv/fonns/planning/masterapp.doc 2 07/28105 Lot 4, Block 1, WOODY GLEN ADDITION, according to the plat recorded in Volume 47 of Plats, page 91, in King County, Washington, lying North and Northeasterly of vacated South 123rd Street. Situated in the SW quarter of section 7, township 23N, range 5E, in the city of Renton, King County, Washington. l\ ii ; DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Neighborhood Detail Map 4 This requirement may be waived by: .. 1 . Prtiperty Services Section · · 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section O:\WEB\PW\DEVSERV\Forms\PlanninQ\waiverofsubmittalreqs 9-06.xls 09106 EVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS }1111111r~1111,~111r·A~111111 1 111:f: 11;;=~1aj··· Parking, Lot Coverage & Landscaping Analysis, Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites ,AND, Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND, Photosimulations ,ANo 3 This requirement may be waived by: 1 . Property S!Wices SecJ:ion. • ' 2. Public Works Plan Review Section pROJECTNAME: fafc:xri,/'l 6a-"1!uje.. 1/artance DATE: s /;IM.,... 3. Building Section ':~. I I 4. Development Planning Section Q:\WEB\PW\DEVSERV\Forms\Planning\waiverofsubmittalreqs_9-06.xls 09/06 4. Project Narrative Martin Garage The project is to add a single-car garage with an upper floor storage/work/hobby room to the existing residence. This project is located in the Renton West Hill area. The project will also provide a retaining wall. The footprint of the project is 450 square feet, the size of both the lower garage and the upper room. Two variances are being requested. The first variance is to request that the 30' boundary edge at the southern end of Taylor Avenue (the "hammerhead") be defined as the "front" of the property. An alternative would be to allow the eastern boundary of the property to be defined as the "front" of the property and allow a 7' setback. The second variance is to request that one half of the distance along the curved border of the property along vacated S. 123rd St. originating from the southernmost point of the property be defined as part of the "side" of the property and allow a 14.6' setback. An alternative to the second variance would be to allow a 14.6' setback to the "rear" of the property along abandoned S. !23rd St. A building permit will be the only permit required and the zoning designation will remain R-8. There are steep slopes at the perimeter of the property, but they will be avoided. The height difference between the existing structure and the new structure will be retained by an engineered foundation wall. The soil type is noted in the attached soils report. The cost of the project is estimated at $25,000. The estimated fair market value of the completed project will be approximately $40,000. lUL 1 5. Justification for the Variance Request Martin Garage The house was situated at an odd angle to the property when originally constructed in 1956. Access to the existing garage has been difficult because of that. The property is an irregular pie- wedge shape which presents a challenge. The property is also bounded by steep slopes. The variation is being requested because of these difficulties. Both variances are requested to provide a means to achieve a modest addition to the Martin home. The owner believes this variance and project will enhance the value of adjacent properties as well as the neighborhood in general. The owner believes granting of this variance is consistent with general principles of property use afforded to all and is the minimum necessary to solve the difficulties noted above. The proposed addition meets the recommendations of the soils engineer and avoids sloped areas. Although the setback on the defined "front" of the property will be lower than normal, the retaining wall will actually create a better setback for access by the adjoining properties, and will allow the owner to park vehicles further from adjoining properties. The addition being proposed would also solve a soil retention problem that could potentially affect the existing foundation. The property sits on a slope such that the land to the southeast of the existing home is approximately one story lower. The margin of higher elevation land surrounding the existing home is as few as 5' in some places, which creates an erosion problem. The new structurally engineered retaining wall/foundation based on a soils report will secure the existing home from that risk. The variance would thus assure protection of the existing home. The pre-approval review supported this variance. I ! ' ! I ' . ~ Martin Garage, 661 Taylor Ave NW 1 N Project Location iUL 1" = 400' ,s ~ EXISTING 5..!ED5 TO REMAIN EXISTING DRIVEWAY TO '6 IS> ._;,,' ·,s, ~ .,, .9. ~ SITE PLAN LEGAL DESCRIPTION I ' I "' II~ II 4 I WOODY GLEN ADD POR NEL Y OF NEL Y MGM OF VAC 5. 123 RD PER PLAT LATIMER$ LAKE WAS..! ADD ADDRESS 3 't """ """ '""" 0 \<"I "' b Q z, 661 TAYLOR RENTON, WA, 980&& LOT COVERAGE OWNER LOT AREA • 10,483 5.F, ROWLAND • SALLY MARTIN P.-1.• (206)112-6290 TAX PARCEL• 9%4800020 EXISTING ..!OU5E, NEW 1,911.9 5.F. GARAGE , 481,S 5.F, LOT COVERAGE, 2,399A 5.F, (2,399A/I0,4S3 5,F.• 23%) " i { '' . ; COPYRIG..!T@ 2001 A+ DE&IG:N ROJECT MARTIN GARAGE 01-101 RMS ,\ S-22-01 SHEF.T 61T • GEOTECH CONSULTANTS, INC. !UL 1 ';'.",_' ., .,; ·- Rowland Martin f":i ·-~---~' ~--"'.' 661 Taylor Avenue Northwest Renton, Washington 98055 Subject: Transmittal Letter -Geotechnical Engineering Study Proposed Additions to Single-Family Residence 661 Taylor Avenue Northwest Renton, Washington Dear Mr. Martin: ] _\256 '.',JDrth~:i:-,1 20th StrccL Suite 16 lklh.'VlK\ \V:1~hing:to11 9800) (-1-251747-5618 fAX 1425) 7-P-8561 July 11, 2006 JN 06194 We are pleased to present this geotechnical engineering report for your proposed residence additions at 661 Taylor Avenue Northwest in Renton. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations and retaining walls. This work was authorized by your acceptance of our proposal, P-7035, dated April 27, 2006. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. GDB/DRW: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. GEOTECH CONSULTANTS, INC. Martin July 11, 2006 SUBSURFACE JN 06194 Page 2 The subsurface conditions were explored by excavating two test pits in the southern addition area at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. We have observed some soil exploration in the northern portion of the site. The test pits were excavated on June 8, 2006, with a rubber-tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plate 3. Soil Conditions The test pit excavated in the northeast portion of the proposed southern addition area encountered dense to very dense, gravelly, silty sand underlying approximately 1 foot of topsoil. The test pit excavated to the south of the addition area encountered approximately 6 feet of loose fill and loose to medium-dense silty sand. Underlying these soils was very stiff to hard, sandy silt, and then dense, gravelly, silty sand was encountered at approximately 8 feet below existing grade. The dense to very dense, gravelly, silty sand has been glacially compressed, and is locally referred to as glacial till. The two test pits were excavated to depths of 6 feet and 9 feet below existing grade, respectively. The northeastern test pit was excavated until the backhoe encountered refusal conditions. No caving was observed in the test pits. Although not encountered in our test pits, boulders are often encountered scattered throughout glacial till soils. While we were onsite, we observed a small open excavation directly north of the existing residence along the northern property line. At its eastern end, very dense glacial till was exposed within 1.5 feet of existing grade. Groundwater Conditions No groundwater seepage was observed in the test pits. The test pits were left open for only a short time period. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that groundwater could be found in more permeable soil layers, pockets within the till, and between the near-surface weathered soil and the underlying glacial till. This perched groundwater is often localized and typically encountered following extended wet weather. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. GEOTECH CONSULTANTS, INC. Martin July 11, 2006 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 06194 Page 3 THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY REL YING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test pits conducted for this study generally encountered dense to very dense glacial till or very stiff silt soil within 1 to 6 feet of existing grade. The dense glacial till was also observed near the ground surface north of the residence. A very stiff to hard silt layer was encountered approximately 6 feet below existing grade in Test Pit 2, overlying the dense glacial till. It is our opinion that the northern and southern additions can be supported on conventional footings bearing on the dense to very dense glacial till or very stiff to hard silt. Some overexcavation will likely be required in the southern half of the proposed southern addition area to remove loose, near-surface fill and native soils to expose the competent bearing soils. These footings should bear directly on the competent native soil where overexcavations are needed. With the possibility of seepage and the moisture sensitivity of the onsite soils, footing subgrades may need to be protected from disturbance by placing a mat of imported, granular fill. This prevents the subgrade soils from being softened under foot traffic during placement of foundation forms and reinforcing. If the native soils can be adequately compacted as wall backfill, a minimum 12-inch width of free-draining gravel should first be placed against the foundation or retaining wall. Based on the site plan provided to us, it appears that the excavation for the proposed southern addition may possibly undermine the footings of the existing residence. In order to avoid this, we recommend either 1) the proposed addition be moved to the south such that an imaginary 1: 1 (Horizontal:Vertical) slope is maintained between the edges of the existing house footing and proposed addition footing, or 2) the existing house footings be underpinned. If the underpinning option is chosen, it can be done in two ways. One alternative would be to underpin the existing footings with concrete-filled trenches extending to the proposed bottom-of- footing elevation for the new construction. These trenches should be perpendicular to the existing wall and extend to the outside face of the footing. We recommend that the trenches be no wider than 4 feet along the footing. Every other trench should be excavated and filled with concrete at one time, in order to reduce the bearing area removed from beneath the footing during the underpinning process. Once the concrete in the first series of trenches hardens, then the excavation for the second series of trenches could begin. The other alternative would be to underpin the existing footings with driven pipe piles prior to commencing the excavation. We can provide additional recommendations on pipe pile underpinning should it become necessary and upon request. It appears that the proposed southern addition will be set back away from the top of the steep ravine slope. Provided that the recommendations in this report are followed and footings are founded on the dense native soil, it is our opinion that the proposed addition will not adversely affect the stability of this slope. Conversely, because the core of the steep slope consists of dense to very dense glacial till and shows no indication of instability at this time, the slope will not pose any instability risk to the proposed addition, if the footings are properly constructed. The location of the proposed southern addition is suitable in our professional opinion. GEOTECH CONSULTANTS, INC. Martin July 11, 2006 JN 06194 Page 4 The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. We anticipate that a silt fence will be needed around the downslope sides of any cleared areas. Existing catch basins in the planned work areas should be protected with pre-manufactured silt socks. Cut slopes and soil stockpiles should be covered with plastic during wet weather. Following rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. As with any project, additional erosion control measures may be required depending on conditions encountered during construction. The drainage and/or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Water vapor also results from occupant uses, such as cooking and bathing. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS The site class definition is illustrated on Table No. 1615.1.1 of the 2003 International Building Code (IBC). In accordance with Table 1615.1.1 of the 2003 IBC, the site soil profile within 100 feet of the ground surface is best represented by Soil Profile Type C (Very Dense Soil and Soft Rock). The site soils are not susceptible to seismic liquefaction because of their dense nature. CONVENTIONAL FOUNDATIONS The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, dense to very dense glacial till soil or very stiff silt soil. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. GEOTECH CONSULTANTS. INC. Martin July 11, 2006 JN 06194 Page 5 An allowable bearing pressure of 3,000 pounds per square foot (psf) is appropriate for footings supported on competent native soil. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post-construction settlement of footings founded on competent native soil will be less than one inch. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: Coefficient of Friction 0.40 Passive Earth Pressure 300 pcf Where: (i) pct is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. PERMANENT FOUNDATION AND RETAINING WALLS Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: I' ~-V \LL E Active Earth Pressure • 35 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.40 Soil Unit Weight 135 pcf Where: (i) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a unifonn lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS. INC. Martin July 11, 2006 JN 06194 Page 6 The values given above are to be used to design permanent foundation and retaining walls only. It is not appropriate to back-calculate soil strength parameters from the earth pressures and soil unit weights presented in the table. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well-compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free-draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the glacial till soils can be adequately compacted as wall backfill, a minimum 12-inch width of free- draining gravel should first be placed against the wall. The later section entitled Drainage Considerations should also be reviewed for recommendations related to subsurface drainage behind foundation and retaining walls. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below-grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically GEOTECH CONSULTANTS, INC. Martin July 11, 2006 JN 06194 Page 7 includes limiting cold-joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired, SLABS-ON-GRADE The building floors can be constructed as slabs-on-grade atop existing non-organic soils, or on structural filL The subgrade soil must be in a firm, non-yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural filL Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. All interior slabs-on-grade must be underlain by a capillary break or drainage layer consisting of a minimum 4-inch thickness of gravel or crushed rock that has a fines content (percent passing the No, 200 sieve) of less than 3 percent and a sand content (percent passing the No, 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on-grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture-sensitive equipment or products. ACI also notes that vapor retarders, such as 6-mil plastic sheeting, are typically used. A vapor retarder is defined as a material with a permeance of less than 0.3 US perms per square foot (psf) per hour, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted, Where plastic sheeting is used under slabs, joints should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. In the recent past, ACI (Section 4.1.5) recommended that a minimum of 4 inches of well-graded compactable granular material, such as a 5/8 inch minus crushed rock pavement base, should be placed over the vapor retarder or barrier for protection of the retarder or barrier and as a "blotter'' to aid in the curing of the concrete slab. Sand was not recommended by ACI for this purpose. However, the use of material over the vapor retarder is controversial as noted in current ACI literature because of the potential that the protection/blotter material can become wet between the time of its placement and the installation of the slab. If the material is wet prior to slab placement, which is always possible in the Puget Sound area, it could cause vapor transmission to occur up through the slab in the future, essentially destroying the purpose of the vapor barrier/retarder. Therefore, if there is a potential that the protection/blotter material will become wet before the slab GEOTECH CONSULTANTS, INC. Martin July 11, 2006 JN 06194 Page 8 is installed, ACI now recommends that no protection/blotter material be used. However, ACI then recommends that, because there is a potential for slab cure due to the loss of the blotter material, joint spacing in the slab be reduced, a low shrinkage concrete mixture be used, and "other measures" (steel reinforcing, etc.) be used. ASTM E-1643-98 "Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs" generally agrees with the recent ACI literature. We recommend that the contractor, the project materials engineer, and the owner discuss these issues and review recent ACI literature and ASTM E-1643 for installation guidelines and guidance on the use of the protection/blotter material. Our opinion is that with impervious surfaces that all means should be undertaken to reduce water vapor transmission. EXCAVATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the upper site soils above the dense glacial till at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height should not be excavated at an inclination steeper than 1: 1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The above-recommended temporary slope inclination is based on the conditions exposed in our explorations, and on what has been successful at other sites with similar soil conditions. It is possible that variations in soil and groundwater conditions will require modifications to the inclination at which temporary slopes can stand. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. It is also important that surface water be directed away from temporary slope cuts. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement-sensitive utilities are located nearby. All permanent cuts into native soil should be inclined no steeper than 2.5:1 (H:V). Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. Any disturbance to the existing slope outside of the building limits may reduce the stability of the slope. Damage to the existing vegetation and ground should be minimized, and any disturbed areas should be revegetated as soon as possible. Soil from the excavation should not be placed on the slope, and this may require the off-site disposal of any surplus soil. GEOTECH CONSULTANTS, INC. Martin July 11, 2006 DRAINAGE CONSIDERATIONS JN 06194 Page 9 We recommend that foundation drains be installed at the base of all foundation and earth-retaining walls, although no foundation drain is needed on the south side of the proposed south addition. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs-On-Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. No groundwater was observed during our field work. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: GEOTECH CONSULTANTS, INC. Martin July 11, 2006 Beneath footings, slabs orwalkwa s Filled slopes and behind retainin walls 95% 90% Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation O 1557-91 (Modified Proctor). JN 06194 Page 10 Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. The recommendations presented in this report are directed toward the protection of only the proposed structure from damage due to slope movement. Predicting the future behavior of steep slopes and the potential effects of development on their stability is an inexact and imperfect science that is currently based mostly on the past behavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. At additional cost, we can provide recommendations for reducing the risk of future movement on the steep slopes, which could involve regrading the slopes or installing subsurface drains or costly retaining structures. However, the owner must ultimately accept the possibility that some slope movement could occur, resulting in possible loss of ground or damage to the facilities around the proposed building. This report has been prepared for the exclusive use of Rowland Martin, and his representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials and selective laboratory testing. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or GEOTECH CONSULTANTS, INC. Martin July 11, 2006 JN 06194 Page 11 procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on-site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The following plates are attached to complete this report: Plate 1 Plate 2 Plate 3 Plate 4 Vicinity Map Site Exploration Plan Test Pit Logs Typical Footing Drain Detail GEOTECH CONSULTANTS. INC. Martin July 11, 2006 JN 06194 Page 12 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. GDB/DRW: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Gerry D. Bautista, Jr. Geotechnical Engineer 1-(Ob(1Q1 I ' I D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS, INC. "'';-J-,f'•:..., 'f ,;,1H i ~-----1:J. -T I ! J 29TH I I ' ' "-"" ~ < IVER TRAIL • om ST \"°"~"· • '· GEOTECH CONSULTANTS, INC. " t • ST " • ST~ ~ • ST < ST " • rn ~ .'«Y CflEEK PAR!< 16 ST ~ "" CRff Pl ' ~ ' . t "" tflstf/£ tsrArrs .. (Saun;e: The Thomas Guide, King County, Washington, 1998) VICINITY MAP 661 Taylor Avenue Northwest Renton, Washington I Job No: 06194 I Date: June 2006 I Plate: N. r··-··-·. -·· -··-·· -.. -.. -. ·-··-·. -··-.. -.. -·· -··-· ·-.. -. ·-·· ! : . I . . I ...... ' I ........ \ ............ \ Proposed • . I • • \ . . ... ... --... \ Addition \~-\\J \ . -··-··-··-··-·· \ • . \ • . \ . • \ • \. \. \ • ~t, ·, .. '··, .. '··, ··,. ·, •• ' •• '· ·, GEOTECH CONSULTANTS, INC. ~~t~s =r~----- •• \ \ \ \ \ '\,, \ \ \ \ Existing \ \ \ \ Residence , \ '\,, \\ \ '\ \\,, \\ ___ , '· ·, .. ..... ..... \ ......... \ \ _. ... \ ........... ··, . ..... .. ..... ..... TP-2 [;ii ··, . ..... .. ..... ..... .. ..... ..... .. ..... ... SITE EXPLORATION PLAN 661 Taylor Avenue Northwest Renton, Washington Job No: Date: Plate: 06194 June 2006 No Scale 2 5 10 15 5 10 15 TEST PIT 1 Description Gray, gravelly, silty SAND, fine-to medium-grained, moist, dense (Glacial Till) -becomes very dense * Test Pit was terminated at 6 feet on June 8, 2006, due to refusal. • No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT 2 FILL Brown, silty SAND, organics, fine-to medium-grained, moist, loose (FILL) : , , , , , , Brown, silty SAND, fine-to medium-grained, moist, loose to medium-dense : SM * Test Pit was terminated at 9 feet on June 8, 2006. * No groundwater seepage was observed during excavation. • No caving was observed during excavation. ____ ,, ~!~~~S~IN1!. ,,..~t=~~r~---"""""'"""""'"'"' TEST PIT LOGS 661 Taylor Avenue Northwest Renton, Washington 'Job No: 06194 I oa.,e, I I.Dggfld by, June 2006 GDB I Plate, 3 • " Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Washed Rock (7/8" min. size) Nonwoven Geotextile Filter Fabric 4" min. :,~> ;: .. Ill. Tightline Roof Drain (Do not connect to footing drain) }} .... ________________ _ Vapor Retarder/Barrier and Capillary Break/Drainage Layer (Refer to Report text) ~-4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: ( 1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. ~ .. Al GEOTECH ., CONSULTANTS, INC. ~'--!"!!!lo~,~~------~ \... / FOOTING DRAIN DETAIL 661 Taylor Avenue Northwest Renton, Washington I Job No: I Date: • 06194 June 2006 I Plate: ' Old Repubhl: Title, Ltd. LITIGATION GUARANTEE GUARANTEE NO.: Liability : Premium: Tax: $ $ $ ZB208570 5,000.00 250.00 22.25 ORDER NO.: 5207056916 Unit: 1 DATE: May 17, 2007 at 8:00 a.m. FOR INFORMATION AND ASSISTANCE ON THIS ORDER CONTACT: LYNNWOOD OFFICE Stephanie Dvorak, Senior Title Officer, Unit Manager (sdvorak@ortc.com), Telephone: (425) 776-4305 Fax: (425) 776-3350 4114 198th St SW, Suite #4, Lynnwood Washington 98036 Our staff can assist you with properties In both King and Snohomish Counties REFERENCE: ROWLAND MARTIN 661 TAYLOR AVE NW RENTON WA 98057 YOUR NO.: Martin ASSURED: ROWLAND MARTIN THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS GUARANTEE IS: FEE SIMPLE TITLE TO SAID ESTATE OR INTEREST AT.THE DATE HEREOF IS VESTED IN: ROWLAND J. MARTIN and SALLY L. MARTIN, husband and wife THE LAND REFERRED TO IN THIS GUARANTEE IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND DESCRIBED AS FOLLOWS: SEE ATTACHED EXHIBIT "A" FOR LEGAL DESCRIPTION FOR SPECIAL EXCEPTIONS, SEE ATTACHED: ZB208570/0756916 Page 1 EXHIBIT"A" Lot(s) 4, Block 1, WOODY GLEN ADDITION, according to the plat thereof recorded in Volume 47 of Plats, page(s) 91, records of King County, Washington, lying North and Northeasterly of vacated South 123rd Street. SITUATE in the County of King, State of Washington. END OF EXHIBIT "A" ZB208570/0756916 Page 2 SPECIAL EXCEPTIONS: 1. RIGHTS OF PARTIES IN POSSESSION and claims that may be asserted under unrecorded instruments, if any. 2. GENERAL TAXES, PLUS INTEREST AND PENAL TY AFTER DELINQUENCY; 1 ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1: For year: Amount Billed: Amount Paid: Parcel No.: Levy Code: 2007 $ 2,855.83 $ 1,427.92 956480-0020-08 2100 THE TOTAL AMOUNT BILLED INCLUDES THE FOLLOWING CHARGES: General Taxes: $ 2,844.35 Noxious Weed: $ 1.50 Conservation: $ 9.98 ASSESSED VALUATION: Land: $ 107,000.00 Improvements: $ 153,000.00 NOTE: Taxes may not always be divisible into two equal half payments. The higher amount ($.01 more) is always due on the first half payment by April 30th. The odd cent(s) must be rounded upward. Second half is usually $.01 less. 3. BUILDING LINES AS DELINEATED ON THE FACE OF THE PLAT OF SAID ADDITION. 4. RESTRICTIONS, CONDITIONS AND COVENANTS AND THE TERMS AND CONDITIONS THEREOF, omitting any covenants or restrictions if any, based upon race, color, religion, sex, handicap, familial status, or national origin unless and only to the extent that said Covenant (a) is exempt under Chapter 42, Section 3607 of the United States Code or (b) relates to handicap but does not discriminate against handicapped persons: Contained on the face of the recorded plat of said Addition: Reading as follows: No lot or portion of a lot in this plat shall be divided and sold or resold, or ownership changed or transferred whereby the ownership of any portion of this plat shall be less than the area required for the use district in which located. Namely 6,000 square feet for R-1 Residence Use, with a minimum lot or tract width of 60 feet. All lots in this plat are restricted to R-1 District Use, governed by and subject to restrictions, rules and regulations of County Zoning Resolution Number 11373 and subsequent changes thereto by Official County Resolution. Sewage disposal shall be by septic tanks except for the following: Lots 6 and 7, inclusive, Block 1, to be held pending outcome of slide conditions on East side. Lots 8 and 9, Block 4, in low area to be made suitable with proper drainage and filling. All of Blocks 5 and 6, unsuitable for septic tanks. All lots subject to individual permits. ZB208570/0756916 Page 3 5. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Purpose: Disclosed by: Area Affected: Slopes, cuts and fills Plat of said Addition Portion of said Premises adjoining the street 6. A RECORD OF SURVEY AND MATTERS RELATING THERETO: Recorded: Book: Page: Recording No.: March 23, 1989 65 80 8903239001 7. A RECORD OF SURVEY AND MATTERS RELATING THERETO: Recorded: Book: Page: Recording No.: April 1, 2003 158 296 20030401900004 8. DEED OF TRUST to secure an indebtedness of the amount stated below and any other amounts payable under the terms thereof: Grantor: Trustee: Beneficiary: Loan No.: Amount: Dated: Recorded: Recording No.: NOTE 1: Address of Property: 661 Taylor Avenue Northwest Renton WA 98057 NOTE 2: Rowland J. Martin and Sally L Martin, husband and wife Washington Title Company Boeing Employees' Credit Union TUK01015572 $130,000.00 January 30, 2002 February 11, 2002 20020211001004 This report is restricted to the use of the addressee for the purpose of determining necessary parties defendant in an action, as set forth herein, and is not to be used as a basis for closing any transaction affecting title to said property. An Action: To Be Determined Upon request within 90 days, this report will be extended to the day following the date of filing of Complaint and Notice of Lis Pendens, without charge. RCM/cm ZB208570/0756916 Page4 Litigation or Trustee's Sale Guarantee ZB 208570 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY ANO OTHER PROVISIONS OF THE CONDITIONS ANO STIPULATIONS HERETO ANNEXED ANO MADE A PART OF THIS GUARANTEE, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a corporation, herein called the Company, for the fee paid for this Guarantee, the number, amount and effective date of which are shown herein, herby Guarantees the parties herein called the Assured, against loss not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurance which the Company hereby gives that, according to the public record on the effective date stated herein, 1. The title to the herein described estate or interest was vested in the vestee named, subject to the matters shown as Exceptions herein. which Exceptions are not necessarily shown in the order of their priority. This Guarantee is issued with the expectation that, within 60 days and based upon the facts set forth herein, a Notice of Trustee's Sale will be prepared and recorded or an action will be commenced in a Court of competent jurisdiction. II a Notice of Sale is not recorded or such action is not commenced, all liability and obligation of the Company hereunder shall cease and terminate 60 days after the effective date shown herein or as may have been extended by endorsement hereto. This Guarantee shall not be valid or binding until countersigned below by an authorized officer or agent of the Company. ' A,'·~---u -1 • """/ . '. • J"<;.. Authoriz fticer or"iicensed Agent ORT Fann 2955 1/93 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Stock Company 400 Second Avenue South, Minneapol1s .. Minnesota 55401 (612)371-1111 By President Attest Secretary I ~*I I i·en* * ~* -.. OLD REPUBLIC lf-• TITLE, LTD. II:*.._*._ OLD REPUBLIC TITLE, LTD. ATTACHED ARE COURTESY COPIES OF DOCUMENTS FROM PRELIMINARY COMMITMENT COVENANTS AND RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN ARE DELETED UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANTS (a) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (b) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. 4114 198th Street SW Lynnwood, WA 98036 (425) 776-1970 FAX (425) 776-5710 ' I , r ST = ', ; ' ' ,, ,, ' ,, ,, ' ..... ~: C ,;::,\., > V ' ,, :::: ~ "'\~, ..;v'..:c-1 \f~ ~'\~>,,.').< ' \,1. ,',-, ,, -·.~ > ' ~,:.' "-"° I ' ' ' ' 7700 Sf 7700 Sf ' 7700 sr BHD Sf 8400 Sf ' ' ' 0015 0040 ' 0036 0049 0046 ' ' ' ' ,, " ,, JD '10 S U-53-Jl f IOO 1 ' ' ~ ..... ~ ,,, ,, :: ... ~,,~ ....... ~-:,, ,'. ......... ,, ,,,) / •" ·-~-· nqo Sf 7700 Sf = HJOU Sf OC8l 0055 ' 0070 " ' JO IO 157 BO " ' ' ' ' ' ' ' ' '" -, ' ' ' ' JO ' ' ' ' ' ' ,, ' ' ~ ,c ....... ,., '" '".:'".: ' ' 20860 Sf ' ' ' 0071 _3~_1 ---------------- VJ..C. OiW 345:l -r--- ' 'c :-1 ~· 1 -./} .. -----,, ______ ,i;)...._o;,, -----\.~~~, ' e---- ' ' 2 8JJS Sf tM-5 2 ~ : 2 ' ' 1 BH7 Sf oon '" 1ms sr 0012 ,~........ -~,,_,, 6 ,~ sr / H 6 1"' , REN SP 26-76 ;;:: I / 7610190763 :f1---- ' ' ' ., ' ., ' '' I ~/ ' '' ~~ =10 : I ,~ 28276 0005 / \ ~'Ws I t~ ....... :llJR \ l 1'll(f, ..... ,./ s, 1 I sl.4,t,·-ts; $f \ { P,1;-, i!..1_11 ) J t foo f.!. r I I '----"!,~ 956480 / / ' ' ' ' ' ' / WOODY GLEN ADD / ' ' ' / VOL47/91-92 / / ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' IH20 SF 0031 --------------_...... 245 04 N BS-13 tt I 16< 61 ' 150J! ------.------f,-01------T--------------r ___ :_i;::: _________ ---· __ 1 /4& !7 / / 90 D3 J ~t;:. so OJ ) ----i8'f-1T----------T--6fi"j·--- 1 I \ rq'>. 1 / I I P,'":, f;• I J I r : <:,~ I ! I : , i : l I I I"' / 1 0 I ...,:~ I~ 1 ~I:!:? :!::/ ~1-/ / -: -: \ \ ~ ,' I I f J / ) / ! 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' C 3 ' ' 15 / ' ' ' ' ' ' ' ' ' a' ~· ~· _, -, ' ' ' ' ' ' ' I ':'-} ~ .... 1 l'l,.'t~ \,.,,,..,1 ,,\.'-,' ::'.;) ~ """')~'-}-,: "'.,;._;,i.,' I '>)f,l<":)"'I 'IS / ·~ i ' "~ Sf ' J Bm sr 4 CXl58, s 8850 st t>.~ 6 r 0051, 1, 0061 : '"' 1 57H 90.5 1 764B 4 5~ 25 ' J3 75 I 31 ~s ' ' ' ' ' ' ' ' f~ ' ' ' ' ' ' ' ' H~50 5t 5 ' 525D tJ27 ' ' ' ' ' ' ' ' ' '\:,~: '!,,',""I "!i~t,,~~r _, ' ' ' ' ' ' ' ' ' 6 71 25 sr [l(Ji6 7 I < NI • J I -W HA 8 1ss12 sr 0010 rI'JfJS SJ<:.E.'TCX'.2S :FOJ(i..OC'l.'I'lO'J./.P1.l!R!.JOS'IS O'J{.l,Y & '1S 9-{P'I~'\5'.E~ 09,{Jit2£JV:.'I'WU, ~::r: T'Jf£ co~\!9'" ~'lli'W'f'ES'J{Oi,'1.!if!B1L1.P)':!"CY.Jtft!X!Y'11J./..~C'-""li'F.f1C'l'ES ~1'Jf; OL:D 1i!]:,'PUU.7C Tl.'JI/E, £,TD. j -~ ;;; .J -·- SAVINGS BNIK Of POOET SWNl IID!t2'9 9Cl!I f ---'-----------··· ~ Statutory Wa:mmty Deed twudfD('.'llQddm:1.',110E TEN and N0/100 Dal.AAS 11nd other good' and valuatH• a::insldratJ011 iii laud paid, axrwy1 md .-anaau: 10 Raft.NW J. Ml«Trfrl: and SN.tr L. WiRTIN., husbond end wlte die-~~ tu1 eso1e, J.icUffld ca lbt c-,r el K.f,C, , Swr ol \\'~: I i..ot -4, Btoek I,. 11000Y SLEW H:OITJCW. aec.erdJng to the flat ra::ordlld In YoJa. .-, of Ptots, poge 91,. ln king County,. Washrngton,. lyhig Harth ano Ncrtbaester-1 y of v~ted South 1 Z5rd Str-t. I:'"' StBJECT TO: e:ll-y •net all eesmer.ts. rtistrlctlons,. rights ot 111ay. nt&erv~f~s. m,(I :t'Clflln9 ordinances pt raeord, H 4nt. -' EXl:rSE TAX PAID JAN9 1985 I08o?1sa 7ft, :::·11~""--· t" = °' .• C.tltif..,.~IJ,IPmnllhtwt-lilO!:WEY J. HCFIC:IN'S end SUSM "4, Ha,'KIKS fCI -~ b:i, k dJir iAR..._.J:5 ~ ill .a:r ri.4 ~ Ike -ub 1.l'C ~ ~ -a aa.e uatM/sh&ltt.eylipmd I-hew u hJs/ber/tJtalr !rec Pd.-:'tlhmw,-x:: WI._, Im dlr --~ --..u.cd. Cl\'D. --.,. ..... 16::ia! ... IMs 6 .. , ., Jtrw.tr!j fqfj5 ::::--• • ~ ~ ~1-.......1. ,..., ,.... F .. ,., ~ ~ ., ... .....-. ...,., ~\e..t...'C.... ~------, I I - ' = • r ;_ r ' _ ... = = = = -..... ~ = Return To Boeing Employees• Credit Onion PO Box 97050, Seattle, Washington 98124-9750 Assessor's Parcel or Account Number 956480-0020-08 Abbrev,ated Legal Descnp11on Full legal descnpuon located on page 3 Ptn Lt 4, Blk l, Woody Glenn Add. {Include lot, block and plat or sec.non, township and range] Trustee Washington Title Company 1,/j 11, ±, Z5S \ 5] -_3 (Space Above Tim Lme For Recordmg D•tal-.,_11:z""'-l/c...,:2:..,'?.___ _____ _ DEED OF TRUST DEFINITTONS Words used m muluple secuons of this document are defined below and other words are defined m Sec11ons 3. 11, 13, 18, 20 and 21 Certam rules regardmg the usage of words 11Sed m this document are also provided in Section 16 (A) "Secunty Instrument" means tlus document, wluch ,s dated January 3 o, 2002 together with all Riders to this document (B) 11 Borrower11 1s ROWLAND J MARTIN and SALLY L MARTIN, Husband and Wi~e ' Borrower 1s the truster under this Secunty Instrument (C) "Lender" 1s Boeing Employees• Credit Onion / MARTIN WASHrNGTON~Smgfe Farn(y-Fanme Mae/Freddie Mac UNfFORM INSTRUMENT 0.-G{WA) 10012) ® Page 1 of 1 5 ln"'als 0m-Jrr/ VMP MORTGAGE FORMS· (800)521-7291 TtJK0lOl5572 Form 3048 1 /01 ...... = = ~ = = ---= Lender lS a Washington Corpora t:i..on orgamzed and ex1stmg under the laws of·'I'he United Sta tee Of America Lender's address is PO Box 97050 Seattle, Washington 98124-9750 Lender 1s the beneficiary under tins Security Instrument {D) "Trustee" is Waslu.ngton Title Company (E) "Note" means the promissory note signed by Borrower and dated January 30, 2002 The Note states that Borrower owes Lender One Hundred Tb.irty Thousand and 00/lOOtb.s Dollars (U S $130, ooo. DO ) plus mterest Borrower has promised to pay this debt in regular Penodic Paymeots and to pay the debt in full not later than March 1, 2 O 3 2 (F) "Property" means the property that ts descnbed below under the headmg "Transfer of Rights m the Property • (G) "Loan" means the debt evidenced by the Note, plus mterest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus mterest (H) "Riders" means all Riders to this Secunty Instrument that are executed by Borrower The followmg Riders are to be executed by Borrower [check box as applicable] D Ad;ustable Rate Rider D Balloon Rider D Condominium Rider D Second Home Rider D VARlder D Planned Unit Development Rider D 1-4 Fanuly RICler D Biweekly Payment Rider D Other(s) [specify) (I) "Applicable Law" means all controllmg applicable federal, state and local statutes, regulations, ordinances and adnumstratlve rules and orders (that have the effect of law) as well as all apphcable final, non-appealable Judicial optruons (J) 11 Commumty AssocJ.ation Dues, Fees, and Assessments11 means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condommmm associa11011, homeowners assoc1at:20n or sumlar organization (K) "Electronic Funds Transfer" means any transfer of funds, other than a transaction ong,nated by check, draft, or sumlar paper JDStrument. which is m111ated through an electron1c tenmnal, telephonic mstrument. computer? or magnetic tape so as to order, instruct, or authonze a fmancial mst1tut1on to debit or credit an account Such term mcludes, but ts not hm1ted to, pomt-of-sale transfers, automated teller maclune transacuons. transfers mltlated by telephone, wire transfers. and automated clearinghouse transfers (L) ''Escrow Items" means those nenis that are descnbed m Sectton 3 (M) "Miscellaneous Proceeds" means any compeosat10n, settlement, award of damages, or proceeds paid by any third party (other than msurance proceeds paid under the coverages described 1n Sect10n 5) for (1) damage to, or destrucllon of, the Property, (11) condemnauon or other talang of all or any part of the Property. (m) conveyance m lieu of condemnation, or (1v) nusrepreseruat,ons of, or omissions as to, the value and/or condmon of the Property (N) "Mortgage Insurance" means msurance protectmg Lender agamst the nonpaymeot of, or default on, the Loao (0) "Periodic Payment" means the regularly scheduled amount due for (1) pnnctpal and mterest under the Note, plus (11) any amounts under Secllon 3 of this Secunty Instrument MARTIN Q·6(Wl\l (0012) "' Page 2 of 15 TllKOlO 15572 Form 3048 1/01 ..... = = = = - (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U S C Secnon 2601 et seq) and J!S implementing regulation, Regulation X (24 C F R Part 3500), as they uught be amended from time to ttme, or any add1t10nal or successor leg,slatton or regulation that governs the same subJect matter As used m this Secunty Instrument, "RESPA" refers to all requirements and resmcnons that are imposed m regard to a "federally related mortgage loan" even 1f the Loan does not qualify as a "federally related mortgage loan" under RESP A (Q) "Suc<:essor in Interest of Borrower" means any pany that has taken utle to the Property, whether or not that party has assumed Borrower's obhgat,ons under the Note and/or this Secunty Instrument TRANSFER OF RIGHTS IN THE PROPERTY This Secunty Instrument secures to Lender (1) the repayment of the Loan, and all renewals, extensions and mod1ficat1ons of the Nore, and (11) the perfonnance of Borrower's covenants and agreements uuder this Secunty lnstrument and the Note For this purpose, Borrower irrevocably grants and conveys to Trustee, m trust, with power of sale, the followmg descnbed property located m the County of King [Type of Record mg Junsd1ct1on] [Name of Record.mg Junscitcuon] LOT(S) 4, BLOCK l, WOODY GLEN ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLOIIIE 47 OF PLATS, PAGE(S) 91, IN KING COUNTY, WASHINGTON, LYING NORTH AND NORTHEASTERLY OF VACATED SOUTH 123RD STREET . Parcel ID Number 956480-0020-08 661 TAYLOR AVENCIE NORTHWEST RENTON ( "Property Address") which currently has the address of (Street] [CnyJ , Wasbmgton 98055 [Zip CodeJ TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appunenances, and fixtures now or hereafter a part of the property All replacements and add111ons shall also be covered by this Secunty Instrument All of the foregomg 1s referred to m this Security Imtrumenl as the "Property " BORROWER COVENANTS that Borrower 1s lawfully seised of the estate hereby conveyed and has the nght to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record Borrower warrants and will defend generally the title to the Property agamst all claims and demands, subJect to any encumbrances of record THIS SECURITY INSTRUMENT combmes umform covenants for nauonal use and non-umfonn covenants with hrmted vananons by Jur1sd1ct1on to constitute a urnform secunty instrument covenng real property J1J. MARTIN ·7} fl/\ TtlKOlOl.5572 tnmals ...c_f:._1 _' I G!·S(WA) 100121 @ Page 3 of 15 Form 3048 1/01 .... c::, = .. -= = UNIFORM COVENANTS Borrower and Lender covenant and agree as follows 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the pnncipal of, and mterest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note Borrower shall also pay funds for Escrow Items pursuant to Secuon 3 Payments due under the Note and this Secunty Instrument shall be made m U S currency However, if any check or other mstrument received by Lender as payment under the Note or this Secunty Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and tlm Securny Instrument be made m one or more of the followmg forms, as selected by Lender (a) cash, (b) money order, (c) cemf,ed check, bank check, treasurer's check or cashier's check, provided any such check 1s drawn upon an ms11ru11on whose deposits are msured by a federal agency, mstrumenta!Jty, or enUty, or (d) Electromc Funds Transfer. Payments are deemed received by Leader when received at the location designated m the Note or at such other locauon as may be designated by Lender m accordance with the notice provmons m Section 15 Lender may return any payment or pamal payment if the payment or parual payments are msufficient to bnng the Loan current Lender may accept any payment or partial payment msuffic1ent to bnng the Loan current, without waiver of any rtghts hereunder or preJud1ce to its nghts to refuse such payment or pamal payments m the future, but Lender IS not obligated to apply such payments at the ttme such payments are accepted If each Pertodtc Payment 1s apphed as of its scheduled due date, then Lender need not pay mrerest on unapphed funds Lender may hold such unapphed funds unttl Borrower makes payment to brmg the Loan current If Borrower does not do so w1tlun a reasonable penod of ume, Lender shall either apply such funds or return them to Borrower If not applied earlier, such funds w,11 be apphed to the outstanding pnnc1pal balance under the Note immediately pnor to foreclosure No offset or claun winch Borrower 1D1ght have now or m the future agamst Lender shall reheve Borrower from malang payments due under the Note and th1s Secunty Instrument or perfonmng the covenants and agreements secured by tlus Secunty Instrument 2. Application of Payments or Proceeds. Except as otherwise descnbed m thIS Sectton 2, all payments accepted and apphed by Lender shall be applled m the followmg order of pr10nty (a) mterest due under the Note, (b) pnnc1pal due under the Note, (c) amounts due under Secnon 3 Such payments shall be applied to each Penodtc Payment m the order m which it became due Any remammg amounts shall be apphed ftrst to late charges, secoud to any other amounts due under tlus Security Instrument, and then to reduce the pnnc1pal balance of the Note lf Lender receives a payment from Borrower· for a delmquent Pertod1c Payment which mcludes a sufficient amount to pay any late charge due, the payment may be apphed to the delinquent payment and the late charge If more than one Penochc Payment IS outstanding, Lender may apply any payment received from Borrower to the repayment of the Penod1c Payments 1f, and to the extent that, each payment can be paid m full. To the extent that any excess eXJsts after the payment IS applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due Voluntary prepayments shall be apphed first to any prepayment charges and then as descnbed m the Note Any apphcat1on of payments, msurance proceeds, or M1Scellaneous Proceeds to pnnc1pal due under the Note shall not extend or postpone the due date, or change the amount, of the Pertodtc Payments 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Penod1c Payments are due under the Note, unttl the Note 1s pmd m full, a sum (the "Funds") to provide for payment of amounts due for (a) trures and assessments and other items which can attam pnonty over this Secunty Instrument as a hen or encumbrance on the Property, (b) leasehold payments or ground rents on the Property, 1f any, (c) premiums for any and all msurance reqmred by Lender under Section 5, and (d) Mortgage lnsul'aJ\ce premiums, 1f any, or any sunis payable by Borrower to Lender 1n heu of the payment of Mortgage Insurance premmms m accordance with the prov1S1ons of Sect10n lO These items are called "Escrow llems " At origmauon or at any ume dunng the term of the Loan, Lende:Jw·f qmre that Community MARTIN :,JJ!J~ TtlKOlOl5572 Initials~ G-6(WA) {0012) Page 4 of 15 Form 3048 1101 «> --= = ,,_ = = ...- Assoc,auon Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item Borrower shall promptly fum,sh to Lender all notices of amounts to be paid under th,s Secuon Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obhgation to pay the Funds for any or all Escrow Items Lender may waive Borrower's obhgat10n to pay to Lender Funds for any or all Escrow Items at any time Any such waiver may only be m wrllmg In the event of such waiver, Borrower shall pay directly. when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender reqmres, shall furnish to Lender receipts ev1dencmg such payment withm such 11me per10d as Lender may reqmre Borrower's obhgauon to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained m this Secunty lnslrUlnent, as the phrase "covenant and agreement" ,s used m Section 9 If Borrower 1s obligated to pay Escrow Items dtrectly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exerc,se its rights under Section 9 and pay such amount and Borrower shall then be obhgated under Section 9 to repay to Lender any such amount Lender may revoke the waiver as to any or all Escrow Items at any time by a nouce given m accordance with Sect10n 15 and, upon such revocation, Borrower shall pay 10 Lender all Funds, and m such amounts, that are then reqmred under thts Secuon 3 Lender may, at any time, collect and hold Funds m an amount (a) sufficient to perrmt Lender to apply the Funds at the time specified under RESP A, and (b) not to exceed the maximum amount a lender can requ,re under RESPA Lender shall esumate the amount of Funds due on the basis of current data and reasonable esnmates of expenditures of future Escrow Items or otherwise m accordance with Applicable Law The Funds shall be held m an msututlon whose depos,ts are msured by a federal agency, mstrumentaltty, or entity (mcludmg Lender, if Lender ,s an mst1tut1on whose deposits are so msured) or m any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the time spec1fted under RESPA Lender shall not charge Borrower for holdmg and applymg the Funds, annually analyzmg the escrow account, or venfymg the Escrow Items, unless Lender pays Borrower JDterest on the Funds and Applicable Law penmts Lender to make such a charge Unless an agreement ,s made m wnung or Apphcable Law requires ,merest to be paid on the Funds, Lender shall not be reqwred to pay Borrower any mterest or eammgs on the Funds Borrower and Lender can agree m wntmg, however, that interest shall be paid on the Funds Lender shall give to Borrower, w1thout charge, an annual accountmg of the Funds as required by RESPA If there 1s a surplus of Funds held m escrow, as defmed under RESPA, Lender shall account to · Borrower for the excess funds m accordance with RESPA If there 1s a shonage of Funds held m escrow, as defmed under RESPA, Lender shall notify Borrower as reqwred by RESPA, and Borrower shall pay to Lender the amount necessary 10 make up the shonage m accordance with RESPA, but m no more than 12 monthly payments If there IS a deficiency of Funds held 1n escrow, as defined under RESPA, Lender shall noufy Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the def,ctency m accordance wtth RESP A, but JD no more than 12 monthly payments Upon payment JD full of all sums secured by thLS Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and 1mp0S1t1ons annbutable to the Propeny which can auam priority over this Security Instrument, leasehold payments or ground rents on the Property, 1f any, and Community Assoc1at1on Dues, Fees, and Assessments, 1f any To the extent that these items are Escrow Items, Borrower shall pay them m the manner provided m Sect10n 3 MARTrN Q-t;IWA) 10012) <P Page 5 of 15 Jr(J ln1trais f J/iri TUKOlOJ.5572 Form 3048 1 /01 ..... = = r = = - Borrower shall promptly discharge any hen which has pnonty over thls Secunty Instrument unless Borrower (a) agrees m wntmg to the payment of the obhgat1on secured by the hen m a manner acceptable to Lender, but only so long as Borrower ,s performing such agreement, (b) contests the hen 1n good faith by, or defends against enforcement of the hen m, legal proceedings wluch m Lender's opuuou operate to prevent the enforcement of the hen while those proceedmgs are pending, but only unul such proceedings are concluded, or (c) secures from the holder of the hen an agreement satisfactory to Lender subordmaung the hen to tins Secunty Instrument If Lender determmes that any part of the Property ,s subJect to a hen which can amun pnonty over this Secunty Instrument, Lender may give Borrower a nonce 1dent1fymg the hen W1thm ID days of the date on which that notice 1s given, Borrower shall satisfy the hen or take one or more of the acuons set forth above in tins Section 4 Lender may require Borrower to pay a one-time charge for a real estate tax verificallon and/or reponrng service used by Lender m connection with this Loan 5. Property Insurance. Borrower shall keep the improvements now extsting or hereafter erected on the Property insured agamst loss by fire, hazards mcluded w1thm the term "exrended coverage," and any other ha2ards mcludmg, but not lnruted to, earthquakes and floods, for which Lender reqmres msurance This insurance shall be maintained m the amounts (mcludmg deductible levels) and for the periods that Lender requires What Lender requires pursuant to the preceding sentences can change durmg the term of the Loan The msurance earner providing the msurance shall be chosen by Borrower subject to Lender's nght to disapprove Borrower's chmce, which right shall not be exeretsed unreasonably Lender may require Borrower to pay, m conneC!lon with this Loan, either (a) a one-time charge for flood zone deter.rmnat1on, cert1ficat1on and trackmg serv1ces, or (b) a one~tune charge for flood zone determmat1on and ceri1f1cat10n services and subsequent charges each ume remappmgs or s1m1lar changes occur whtcb reasonably might affect such determmauon or cert1ficauon Borrower shall also be responSible for the payment of any fees imposed by the Federal Emergency Management Agency m connectJon with the review of any flood zone detennmat1on resultmg from an obJectlon by Borrower If Borrower fails to mamtain any of the coverages descnbed above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense Lender 1s under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but nnght or might not protect Borrower, Borrower's equity m the Property, or the conrents of the Property, against any risk, hazard or hab1hty and nnght provide greater or lesser coverage than was previously m effect Borrower acknowJedges iliat the cost of the msurance coverage so obtamed might Sigmficantly exceed the cost of insurance that Borrower could have obtained Any amounts disbursed bY Lender under this Section 5 shall become addmonal debt of Borrower secured by thls Security Instrument These amounts shall bear interest at the Note rate from the date of dISbursement and shall be payable, with such interest, upon nonce from Lender to Borrower requesnng payment All msurance pohc1es requ1red by Lender and renewals of such pohetes shall be subject to Lender's nght to dISapprove such pohc1es, shall mclude a standard mongage clause, and shall name Lender as mongagee and/or as an additional loss payee Lender shall have the nght to hold the pohc1es and renewal ceruf1cates If Lender reqmres, Borrower shall promptly give to Lender all receipts of paid premiums and renewal nonces If Borrower obtains any form of insurance coverage, not otherwtse required by Lender, for damage to, or destrucuon of, the Properiy, such pohcy shall mclude a standard mongage clause and shall name Lender as mortgagee and/or as an addmonal loss payee In the event of loss, Borrower shall give prompt nouce to the msurance earner and Lender Lender may make proof of loss 1f not made promptly by Borrower Unless Lender and Borrower otherwise agree m wmmg, any msurance proceeds, whether or not the underlying msurance was reqmred by Lender, shall be apphed to restoration or repalT of the Propeny, 1f the restoration or repair 1s econonucally feasible and Lender's secunty 1s not lessened Durmg such repair and restoration period, Lender shall have the nght to Jr,; lmt1als /C. /111 MARTIN TtlX01015572 0.,-61WAI {00121 Paga 6 of 15 Form 3048 1/01 -a,-= = ~-= = - hold such msurance proceeds unu l Lender has had an oppanuruty to rnspect such Property to ensure the work has been completed to Lender's sausfacllon, provided that such mspecl!on shall be undenaken promptly Lender may disburse proceeds for the repairs and restoration m a smgle payment or m a series of progress payments as the work IS completed Unless an agreement 1s made m wnllng or Apphcable Law requires mterest to be paid on such insurance proceeds, Lender shall not be requrred to pay Borrower any interest or eammgs on such proceeds Fees for pubhc adJusters, or other third parties, retained by Borrower shall not be paid out of the msurance proceeds and shall be the sole obhganon of Borrower If the restoranon or repair 1s not econo!lllcally feasible or Lender's secunty would be lessened, the insurance proceeds shall be applted to the sums secured by this Secuncy Jnstrument, whether or not then due, with the excess, tf any, paid to Borrower Such msurance proceeds shall be applied in the order provided for m Secuon 2 If Borrower abandons the Propeny, Lender may file, negouate and settle any available insurance claim and related matters If Borrower does not respond within 30 days to a nauce from Lender that the rnsurance earner has offered to settle a claim, then Lender may negotiate and settle the claim The 30-day penod wtll begm when the notice IS given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's nghts to any msurance proceeds m an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's nghts ( other than the right to any refund of unearned premiums prud by Borrower) under all msurance poltc1es covenng the Prapeny, msofar as such rights are applicable to the coverage of the Propeny Lender may use the msurance proceeds either to repair or restore the Property or to pay ainounts unpaid under the Note or this Secunty Instrument, whether or not then due 6. Occupancy. Borrower shall occupy, establish, and use the Propeny as Borrower's prmc1pal residence w1thm 60 days after the execuuon of 1h15 Secunty Instrument and shall contmue to occupy the Property as Borrower's pnncipal residence for at least one year after the date of occupancy, unless Lender otherwise agrees m wnung, which consent shall not be unreasonably withheld, or unless extenuatmg circumstances exist which are beyond Borrower's control 7. Preservation, Maintenance and Protection of the Property; lnspec!Jons. Borrower shall not destroy, damage or unpatr the Property, allow the Propeny to detenorate or commll waste on the Property Whether or not Borrower 1s res1dmg m the Property, Borrower shall maintam the Propeny m order ta prevent the Propeny from detenoratmg or decreasmg m value due to us condman Unless 1t JS detenmned pmsuant to Section 5 that repair or restoration IS not econo!lllcally feasible, Borrower shall promptly repair the Property 1f damaged to avoid further detenorauon or damage If msurance or candemnanon proceeds are paid m connecuon with damage to, or the takmg of, the Propeny, Borrower shall be responsible for repamng or restonng the Property only 1f Lender has released proceeds for such purposes Lender may disburse proceeds for the repa,rs and restoral!on m a smgle payment or m a senes of progress payments as the work 1s completed If the msurance or condemnat1on proceeds are not sufficient to repair or restore the Property, Borrower 15 not reheved of Borrower's obhgatton for the completion of such repair or restorauon Lender or its agent may make reasonable entnes upon and mspect10ns of the Propeny If 1t has reasonable cause, Lender may mspect the mterior of the improvements on the Propeny Lender shall give Borrower notice at the llme of or pnor to such an mtenor mspecUon spectfymg such reasonable cause 8. Borrower's Loan Application. Borrower shall be m default 1f, durmg the Loan apphcat1on process, Borrower or any persons or enunes acting at the d1rectJon of Borrower or with Borrower's knowledge or consent gave matenally false, nnsleadmg, or inaccurate mformauon or statements to Lender (or failed ta provide Lender with material mformauon) m cannecuon with the Loan Marena! representations mclude, but are not luruted to, representations concemmg Borrower's occupancy of the Property as Borrower's pnncipal reS1dence MARTIN .C>-5{WA) (00121 Page 7 of 15 lmt,els rz~ TUKOlOl.5572 Form 3048 1/01 ..... = = = = - 9. Protection of Lender's Interest in the Property and Rlgllts Under this Secunty Instrument. If (a) Borrower fails to perfonn the covenants and agreements contained m tins Security Instrument, (b) there 1s a legal proceeding that IDJght sigruhcantly affect Lender's mtere.st m the Property and/or rights under tins Secunty Instrument (such as a proceeding m bankruptcy, probate, for condemnauon or forfeiture, fot enforcement of a hen winch may attam pnonty over this Secunty Instrumut or to enforce laws or regulat1ons), or (c) Borrnwer has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropnate to protect Lender's interest in the Property and nghts under thts Security Irtstrument, mcludmg protecllng and/or assessmg the value of the Property. and secunng and/or repamng the Property Lender's acuorts can include, but are not hffi!ted to (a) paymg any sums secured by a hen which has pnonty over this Security lnstrument, (b) appearmg in court, and (c) paymg reasonable attorneys' fees to protect its mterest m the Property and/or nghts under this Secunty Instrument, including 1ts secured posmon m a bankruptcy proceedmg Secunng the Property mcludes, but 1S not !muted to, entering the Property to make repairs, change locks, replace or board up doors and wmdows, dram water from pipes, elunmate bwldmg or other code v1olat1oris or dangerous cond1t1ons, and have uuhties turned on or off Although Lender may take action under thts Section 9, Lender does not have to do so and 1s not under any duty or obhgat1on to do so It is agreed that Lender mcurs no hab1l!ty for not takmg any or all acllons authonzed under this Section 9. Any amounts d!sbursed by Lender under thtS Section 9 shall become additional debt of Borrower secured by thts Secunty lrtstrument These amounts shall bear mterest at the Note rate from the date of dJSbursement and shall be payable, with such mterest, upon notice from Lender to Borrower requesting payment If this Secunty InstrUment ts on a leasehold, Borrower shall comply with all the provmom of the lease If Borrower acqurres fee utle to the Propeny, the leasehold and the fee mle shall not merge unless Lender agrees to the merger m wrmng 10. Mortgage Insurance. If Lender reqmred Mortgage Insurance as a concht10n of makmg the Loan, Borrower shall pay the premmms requrred to maintain the Mortgage Insurance in effect If, for any reason, the Mortgage Insurance coverage requrred by Lender ceases to be available from the mortgage msurer that previously provided sucll msurance and Borrower was reqwred to make separately designated payments toward the prenuums for Mortgage Insurance, Borrower shall pay the premiums requrred to obtain coverage substantially equivalent 10 the Mortgage lrtsurance previously m effect, at a cost substannally eqwvalent 10 the cost to Borrower of the Mortgage Insurance previously m effect, from an alternate mortgage insurer selected by Lender If substantially equtvalent Mortgage Insurance coverage 1S not available, Borrower shall cont1nue to pay to Lender the amount of the separately designated payments that were due when the 1rtsurance coverage ceased to be m effect Lender w,11 accept, use and retain these payments as a non-refundable loss reserve m heu of Mortgage Insurance Such loss reserve shall be non-refundable, notw1thstandmg the fact that the Loan 1s ult11D3tely paid m full, and Lender shall not be required to pay Borrower any mlerest or earnmgs on such loss reserve Lender can no longer requrre loss reserve payments 1f Mortgage Insurance coverage (in the amount and for the penod that Lender requires) provided by an msurer selected by Lender agam becomes avrulable, ,s obtamed, and Lender reqmres separately designated payments toward the premiums for Mortgage Insurance lf Lender required Mortgage Insurance as a condmon of malang the Loan and Borrower was reqwred to make separately designated payments toward the premmms for Mortgage Insurance, Borrower shall pay the prelDlums required to mruntam Mortgage Insurance m effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends m accordance with any wntten agreement between Borrower and Lender provtdmg for such tennmat1on or unttl tennmatton 1S requrred by Apphcable Law Nothmg m thts SectJon 10 affects Borrower's obhgauon to pay mterest at the rate provided m the Note Mortgage Insurance rellllburses Lender (or any entity that purchases the Note) for certain losses 11 may mcur 1f Borrower does not repay tbe Loan as agreed Borrower 1s not a party to the Mortgage Insurance Mortgage insurers evaluate their total nsk on all such insurance m force from time to tlme, and may enter mto agreements with other parties that share or modify th01r nsk, or reduce losses These agreements are on terms and condmorts that are sal!sfactmy to the mortgage insurer and the other party (or parties) to these agreements These agreements may reqwre the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may mclude fulJlls _ obtained from Mortgage Insurance preIDJums) ~ MAR.TJ:N · (7 I/L TOKOlOJ.5572 lnit1al)l~P' VJ G·&(WA) 100121 Page 8 of 15 Form 3048 1101 ., -= = = = - As a result of these agreements, Lender, any purchaser of the Note, another msurer, any remsurer, any other enuty, or any affiliate of any of the foregoing, may receive (directly or md1rectly) amounts that derive from (or might be charactenzed as) a portion of Borrower's payments for Mortgage Insurance, m exchange for sharmg or mod1fymg the mortgage msurer' s risk, or reducing losses If such agreement provides that an affiliate of Lender takes a share of the msurer' s nsk m exchange for a share of the premiums paid to the msurer, the arrangement IS often tenned "captive reinsurance • Further (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has • if any • with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/ or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender If the Propeny 1s damaged, such Miscellaneous Proceeds shall be applied to restorauon or repair of the Propeny, 1f the restoration or repair 1s econom1cally feasible and Lender's security 1s not lessened Durmg such repair and restoration penod, Lender shall have the nght to hold such Miscellaneous Proceeds 1111111 Lender has had an opponumty to lllSpect such Propeny to ensure the work bas been completed to Lender's sat1sfact1on, proVJded that such mspec11on shall be 1111dertaken promptly Lender may pay for the repairs and restorauon m a smgle d1sburseinent or m a series of progress payments as the work-IS completed. Unless an agreement ts made m wnllng or Apphcable Law reqmres mterest to be paid on such M,scellaneous Proceeds, Lender shall not be required to pay Borrower any mterest or eammgs on such Miscellaneous Proceeds If the restoranon or repair 1s not economically feasible or Lender's secunty would be lessened, the Miscellaneous Proceeds shall be applted to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower Such Miscellaneous Proceeds shall be applted m the order provided for m Secuon 2 In the event of a total talang, destrucnon, or loss m value of the Propeny, the Miscellaneous Proceeds shall be applted to the sums secured by thlS Security Instrument, whether or not then due, with the excess, 1f any, paid to Borrower In the event of a partial takmg, destrucuon, or loss m value of the Property m which the fair market value of the Property immediately before the parual takmg, destruct1on, or loss m value 1s equal to or greater than the amount of the sums secured by th!S Secunty Instrument 1mmedia1ely before the partial takmg, destrucuon, or loss m value, unless Borrower and Lender otherwise agree m wntmg, the sums secured by th!S Secunty Instrument shall be reduced by the amount of the Miscellaneous Proceeds mult1phed by the following fraction (a) the total amount of the sums secured unmed1ately before the partial takmg, destrucllon, or loss m value d1vuied bY (b) the fair market value of the Property uruned,ately before the partial takmg, destructmn, or loss m value Any balance shall be paid to Borrower In the event of a parual taking, destructton, or loss m value of the Property m which the fatr market value of the Property 1mmed1ately before the partial talang, destrucl!on, or loss m value is less than the amount of the sums secured 1mmedtately before the pamal takmg, destrucuon, or loss m value, unless Borrower and Lender otherwise agree in wntmg, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due If the Property 1s abandoned by Borrower, or if, after nonce by Lender to Borrower that the Opposmg Party (as defined 1n the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender w1thm 30 days after the date the nonce is given, Lender 1s authonzed to collect and apply the M!Scellaneous Proceeds either to restorauon or repair of the Property or to the sums secured by tlus Secunty Instrument, whether or not then due 'Opposing Party' means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a nght of acuon m regard to MIScellancous Proceeds MAR'rrN 0.-B(WAl 100121 ., Page 9 of 15 TUK01015572 Form 3048 1 /01 ..... = = = = ,- Borrower shall be ID default.if any action or proceed1Dg, whether c1V1l or crim10al, 1s begun that, m Lender's Judgment, could result 10 forfeiture of the Property or other matenal 1mpamnent of Lender's mterest m the Property or rights under this Security Instrument Borrower can cure such a default and, 1f accelera!Jon has occurred, reinstate as provided 10 Section 19, by causmg the acnon or proceedrng to be d1sm1ssed with a rul10g that, m Lender's Judgment, precludes forfeiture of the Property or other matenal ,mpa,rment of Lender's interest 1n the ~y or nghts under this Secunty Instrument The proceeds of any award or chum for damages that are attnbutable to the 1mpamnent of Lender's 1Dterest ID the Property are hereby assigned and shall be paid to Lender All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied m the order provided for 10 Secuon 2 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modtf1cauon of amornzat,on of the sums secured by tlus Secunty Instrument granted by Lender to Borrower or any Successor m Interest.of Borrower shall not operate to release the l!ab1hty of Borrower or any Successors m Interest of Borrower Lender shall not be reqmred · to commence proceedmgs agawst any Successor 10 Interest of Borrower or to refuse to extend time for payment or otherwise modify amortizauon of the sums secured by this Secunty Instrument by reason of any demand made by the ongmal Borrower or any Successors 10 Interest of Borrower Any forbearance by Lender m exercismg any nght or remedy mcludmg, without lurutatlon, Lender's acceptance of payments from third persons, ent1Ues or Successors m Interest of Borrower or m amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any nght or remedy 13. Joint and Several Llabllity; Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obhgauons and hab1hty shall beJomt and several However, any Borrower who co-signs thJS Secunty Instrument but does not execute the Note (a "co-signer") (a) is co-s1gnmg this Secunty Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Secunty Instrument, (b) 1s not personally obligated to pay the sums secured by th,s Security Instrument, and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodauons with regard to the terms of this Security Instrument or the Note without the co-signer's consent SubJect to the provmons of Section 18, any Successor m Interest of Borrower who assmnes Borrower's obhgatlons under th!s Secunty Instrument m wntmg, and 1s approved by Lender, shall obtain all of Borrower's nghts and benefits under this Secunty Instrument Borrower shall not be released from Borrower's obligations and hab1hty under tb,s Secunty Instrument unless Lender agrees to such release m wntmg The covenants and agreements of thJS Secunty Instrument shall bmd (except as provided m Section 20) and benefit the successors and asSJgns of Lender 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecung Lender's interest m the Property and rights under this Security Instrument, wcludmg, but not Jnruted to, attorneys' fees, property inspection and valuation fees In regard to any other fees, the absence of express authority m this Secunty Instrument to charge a specific fee to Borrower shall not be construed as a prohibiuon on the chargmg of such fee Lender may not charge fees that are expressly prohibited by this Security Instrument or by Apphcable Law If the Loan 1s subJect to a law which sets maximum loan charges, and that law JS fmally mte1preted so that the interest or other loan charges collected or to be collected m connection with the Loan exceed the perlllltted lumts, then (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permmed hmll, and (b) any sums already collected from Borrower which exceeded permmed hm,ts Will be refunded to Borrower Lender may choose to make tlus refund by reducmg the pnnctpal owed under the Note or by makmg a drrect payment to Borrower If a refund reduces prmc1pal, the reducuon will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note) Borrower's acceptance of any such refund made by direct payment to Borrower wt!! constitute a waiver of any nght of actton Borrower might have anS1Dg out of such overcharge 15. Notices. All notlces given by Borrower or Lender m connecuon with this Security Instrument must be m wntmg Any notice to Borrower m connect10n with this Securny Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually .J!;ivered to Borrower's MARTIN (,},~,: TUIC01015572 lmt1als~ «Q-6{WA} {0012} Page 10 of 15 Form 3048 1/01 ® -4" = = = = - notice address if sent by other means Notice to any one Borrower shall constitute nonce to all Borrowers unless Appllcable Law expressly reqmres otherwise The notice address shall be the Property Address unless Borrower has designated a subsurute notice address by nouce to Lender Borrower shall promptly noufy Lender of Borrower's change of address. If Leeder specifies a procedure for reportmg Borrower's change of address, then Borrower shall only report a change of address through that specified procedure There may be only one designated notice address under tlus Security Instrument at any one nme Any nonce to Lender shall be given by del!vermg it or by matlmg rt by first class mm! to Lender's address stated herem unless Lender · has designated another address by notice to Borrower Any notice 1n connection with this Secumy Instrumeot shall not be deemed to have been g1veo to Lender until actually received by Lender If any notice required by this Secunty Instrument 1s also required under Apphcable Law, the Applicable Law requirement will satisfy the corresponding reqmrement under thtS Secunty Jostrumeot 16. Governing Law; Severabllity; Rules of Construction. This Secunty Instrument shall be governed by federal law and the law of the jurischctlon in which the Property 1s located All rights and obligations contamed m th,s Security lnstrument are subJect to any requrremeots and hm1tat1ons of Apphcable Law Apphcable Law rntght expbc1tly .or 1mphc1tly allow the pan,es to agree by ccntract or it llllght be silent, but such sdence shall not be construed as a proh1b1t1on against agreement by contract In the event that any prov1SJon or clause of this Secunty Instrument or the Note confl!cts with Apphcab!e Law, such confl!ct shall not affect other provJS1ons of this Secunty Instrument or the Note which can be given effect without the confhcung provmon As used in thts Securuy lnstrument (a) words of the mascul!ne gender shall mean and mclude corresponding neuter words or words of the fenurune gender, (b) words in the singular shall mean and mclude the plural and vice versa, and (c) the word "may' gives sole d1scret1on without any obligation to take any action 17. Borrower's Copy. Borrcwer shall be g1veo one copy of the Note and of this Secunty Instrument 18. Transfer of the Property or a Beneficial Interest in Borrower. As used m 1Ius Secuon 18, "Interest m the Property" means any legal or benef1c1al mterest m the Property, 1ncludmg, but not hm1ted to, those beneficial interests transferred ma bond for deed, contract for deed, mstallment sales contract or escrow agreement, the mteot of wluch 1s the transfer of utle by Borrower at a future date to a purchaser If all or any pan of the Property or any Interest m the Property 1s sold or transferred ( or 1f Borrower 1s not a natural person and a benef1c1al mterest m Borrower 1s sold or transferred) without Lender's pnor wrmen consent, Lender may require immed10te payment. m full of all sums secured by th,s Secunty instrument However, this option shall not be exercised by Lender If such exercise 1s proh1b1ted ,by Appl!cable Law If Lender exercises this opuon, Lender shall give Borrower notice of acceleration The notice shall provide a penod of not less than 30 days from the date the notice JS given in accordance with Section 15 within which Borrower must pay all sums secured by tlus Security Instrument If Borrower falls to pay these suntS prior to the exp1rat1on of tlus period, Lender may invoke any remedies permmed by this Secunty Instrument without further notice or demand on Borrower 19. Bon-ower's Right to Reinstate After Acceleration. If Borrower meets certam condmons, Borrower shall have the right to have enforcement of this Secunty Instrument d,sconunued at any time prior to the earliest of (a) five days before sale of the Property pursuant to any power of sale contamed m th IS Secunty Instrument, (b) such other penod as Applicable Law mtg ht specify for the terminat10n of Borrower's right to remstate, or (c) entry of a Judgment eoforcmg thlS Secunty Instrument Those condmons are that Borrower (a) pays Lender all sums which then would be due under this Security Instrument and the Note as 1f no acceleration had occurred, (b) cures any default of any other covenants or agreements, (c) pays all expenses mcurred m enforcing th,s Security Instrument, mcludmg, but not brntted to, reasonable attorneys' fees, property mspecuon and valuation fees, and other fees mcurred for the purpose of prntectmg Lender's mterest m the Property and r,gbts under th,s Secunty Instrument, and (d) takes such action as Lender may reasonably require to assure that Lender's mterest m the Property and nghts under this Secunty Instrument, and Borrcwer's obhgat10n to pay the sums secured by this Secumy Instrument, shall conunue unchanged Lender may requrre that Borrower pay such reinstatement sums and expenses m one or more of the followmg forms, as selected by Lender (a) cash, (b) money order, (c) MARTIN • ·61WA) 10012) ., Page 11 of 15 J/11 (,J AAA TUK01015572 ln1t1als,I./V0'-'--Y--'_ form 3048 1 /01 ..... = = = = - cemfied check, bank check, treasurer's check or casluer's check, provided any such check ts drawn upon an mslltullon whose deposits are insured by a federal agency, mstrumentabty or enuty, or (d) Electronic Funds Transfer Upon reinstatement by Borrower, this Secunty Instrument and obhgauons secured hereby sh.all remain fully effective as 1f no acceleration had occurred However, this nght to reinstate shall not apply m the case of acceleration under Secnon 18 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest m the Note (together with this Secunty Instrument) can be sold one or more limes without pnor notice to Borrower A sale tmght result 10 a change 10 the entity (known as the "Loan Servicer") that collects Penod1c Payments due under the Note and this Secunty Instrument and perfonns other mongage loan serv1cmg obhgat1ons under the Note, this Security Instrument, and Apphcable Law There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note If there 1s a change of the Loan Servicer, Borrower will be given wntten notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other mformauon RESPA reqmres m connecuon with a nouce of transfer of serv1cmg If the Note JS sold and thereafter the Loan JS serviced by a Loan Servicer other than the purchaser of the Note, the mongage .loan serv1cmg obhgallons to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser Neither Borrower nor Lender may commence, JOlD, or be JOtned to any Jud,c1al action (as either an md1v1dual htJgant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party bas breached any prov1s10n of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such nonce given m comphance with the reqmrements of SectJon 15) of such alleged breach and afforded the other party hereto a reasonable penod after the g1vmg of such nouce to take correctJVe action If Apphcable Law provides a time penod which must elapse before certam act,on can be taken, that tune penod will be deemed to be reasonable for purposes of this paragraph The nonce of acceleratmn and opporturuty to cure g,ven to Borrower pursuant to Section 22 and the notice of acceleratton given to Borrower pursuant to Section 18 shall be deemed to sat,sfy the notice and opponumty to take corrective action provmons of this SectJon 20 21. Hazardous Substances. As used m thJS Section 21 (a) "Hazardous Substances" are those substances defmed as toxic or hazardous substances, pollutants, or wastes by Envirorunental Law and the followmg substances gasolme, kerosene, other flammable or toxic petroleum products, toxic pestJc1des and herbicides, volat1le solvents, matenals contammg asbestos or formaldehyde, and rad1oact1ve matenals, (b) "Environmental Law" means federal laws and laws of the iunsd1ct10n where the Property 1s located that relate to health, safety or environmental protection, (c) "Environmental Oeanup" mcludes any response action, remedial actmn, or removal action, as defined m Env1ronmental Law, and (d) an "Environmental Condltton" means a condmon that can cause, contnbute to, or otherwise mgger an Environmental Cleanup Borrower shall not cause or pernut the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or m the Propeny Borrower shall not do, nor allow anyone else to do, anythmg affecting the Property (a) that JS m v1olat1on of any Environmencal Law, (b) which creates an Environmental Condmon, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a cond1t1on that adversely affects the value of the Propeny The precedrng two sentences shall not apply to the presence, use, or storage on the Propeny of small quantmes of Hazardous Substances that are generally recogmzed to be appropriate to normal res1den!!al uses and to mamtenance of the Propeny (mcludtng, but not hnutcd to, hazardous substances m consumer products) Borrower shall promptly give Lender wrmen nonce of (a) any mvest1ga11on, claim, demand, lawSU1t or other act,on by any governmental or regulatory agency or pnvatc party mvolv1ng the Propeny and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, mcludmg but not hm1ted to, any spillmg, leajong, discharge, release or threat of MARTIN ..J/17 17 1 ,._ TUK01015572 Initials ..LS!CJr"'--'"l-'- 0®-6!WAJ (0012) Page 12 of 16 Form 3048 1/01 release of any Hazardous Substance, and (c) any condrnon caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property If Borrower learns, or is notified by any governmental or regulatory authonty, or any pnvate pany, that any removal or other remediation of any Hazardous Substance affectmg the Property ,s necessary, Borrower shall promptly take all necessary remedial acttons ,n accordance with Environmental Law Nothmg herem shall create any obligation on Lender for an EnVlronmental Cleanup NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in tWs Secunty Instrument (but not prior to acceleration under Section 18 nnless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the aetion required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified In the notice may result In acceleration of the sums secured by this Security Instrument and sale of the Property at pubhc auction at a date not less than 120 days in the future. The notice shall further inform Borrower of the right to reinstate after .acceleration, the right to bring a court action to assert the nou-existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included in the notice by Applicable Law. 1f the default is not cured on or before the date specified in the notice, Lender at its option, may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale andior any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred In pursuing the remedies provided in this Section 22, mcluding, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default aud of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and m any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed In the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or ilhplied. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale m the following order: (a) to all expenses of the sale, mcluding, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Iostrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in whlch the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Secunty Instrument and all notes ev1dencmg debt secured by this Secunty Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entitled to It Such person or persons shall pay any recordauon costs and the Trustee's fee for prepanng the reconveyance 24. Substitute Trustee. In accordance with Applicable Law, Lender may from tune to ttme appomt a successor trustee to any Trustee appmnted herewider who has ceased to act W1tllout conveyance of the Property, the successor trustee shall succeed to all the title, power and duues conferred upon Trustee herem and by Apphcable Law JYl/ MARTIN Iii IA/\ TIJ!<Ol015572 lmtoals(/( "I 0.-G(WA) 10012) ... Page 13of 15 Form 3048 1/01 ..... = = ~-= = - 25 Use of Property. The Properly 1s not used prmc1pally for agncultural purposes 26. Attorneys' Fees, Lender shall be entitled to recover ns reasonable attorneys' fees and costs m any act10n or proceedmg lo construe or enforce any term of this Secunty Instrument The lenn "attorneys' fees," whenever used m this Security Instrument, shall mclude without hmitatton attorneys' fees 10curred by Lender m any bankruptcy proceeding or on appeal ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Borrower accepts and-agrees to the terms and covenants contamed m tlus Security Instrument and m any Rider executed by Borrower and recorded with 11 Witnesses MARTIN G·6!WAI (0012) ® ~-=-=~d,rf--'-o{"-"-' ----'-7J+=2~==---(Seal) SALL~ MARTIN -Borrower (Seal) -------------(Seal) -Borrower -Borrow~ (Seal) ----------'-----(Seal) -Borrower -Borrower (Seal) -------------(Seal) -Borrower -Borrower TUK010l5572 Page 14 of 75 Form 3048 1101 ..... = = = = County of , } ss: STATE OF W?J!iijON On this d y per n y appeared before me __ • /\.01J)I ah rJf J · tVJ t{ff' 0-__, Sertty L. mart,~ to me known to be the md1v1dual(s) described m and who executed the within and foregoing instrument. and acknowledged that he/she/they signed the same as h1s/her/tbe,r free and voluntary act and deed, for the uses and purposes therein menuoned GIVEN under my hand and offtc,al seal this 5f'A--day of Notary Public m and for thC State of Washington, residmg at · My Appomtment Expires on // 7q -or )r/l (,JJ111TUK01015572 MARTIN •·6!WA) !001 21 "' Page15of15 IM1als~ Form 3048 1/01 ~ .¥ ..... : 00 ·.t:.c;, ~ri """'·a l~i;;i); ,-... _ .. ~ t ,..'-l. RECORD OF PORTION OF THE NE 114 SW 114 SE 1/4 SW 1/4 OF ,/ .:·:,,-· ,~· ...,,.,,,.,\···w· ·~~~· "=· =, ,-· :;;..=if:7 ·-· 'Ii ' . .._,, . ' cl! . ,: . •' ..;,;.,,,,,,, ;;;M 0"') ' ,~-;:,<..., ~";-, ' ~•·".rn·w '~'«' IV>II lt86•~·4'f",t' --M:. -) .:'-fll~!\f!REEr F-=-Mr.., .. 1 -R'6'"itx: I i.iw ,_, .. ~ -.....J,:\ ~1 le_~' ,u,,,_ 1· ~~ ., I :,jif ·. 111!;; ~~ ~. "[~? ~~ il!. 111:t ,:.111 .,. ~~ °""'=1 ::s: ~-~~-l ~jm/,1•---_, <"l<i: me,,.,,, ' =u. ... '"•·f-. ..,.,, .>/47"11' " =~qf,,.----. -:1'¥f~/ -----aot" Ji,U, ~#.IJI· -~--,nnl. .. (V ~,,,, .. ,,,,_.,,,. _,,,,,, ,,, -·~:::/:I -CN' 'Q/111m u aof'" .JU'1'/ll'il.U.· '°'*IOS"1j'~ -l:IIT1'nllt __ ...,,._" ~"'-~ J ,.,, £ • .,. JO/INo r,uui -r-;f ~~ -/f/JK,f KING SECTION COUNTY, ,ML SURVEY 7 , TWP. 2:3 N • , WASHINGTON 6'i-J." n RGE. 5 E ., W.M. SCALE , •• ,oo' 0 100 200 ,00 ····:·.!:/=·: ~~~tt.w·~ . MU, 1W ,wi,;,,,,t "9 «"'1.,,1,:r,M:.,o • & .ur.-....... t,,., ,...,,,,,/JU,,· fiWHO aNU!Ulll4 f,tOHl#tfEf"r -~-C ., .. , (Kl( i~~~~~~~~1' lwJ =~,"-?f:.l'M.:.r.:::( __ ...., _..... .. ~" D'J: s,,,,'J8. • .. • ., .© 'x ffjlJJIJ(J """N4A "5 NOrLI) MSIML a£tlf1Nt; ,~,.,). (ltl,A) MU OF &IUl4'0/-T-~I:. ~TJ •• .q,CoQ 1 a£ 1.s,iu,:f ,.....h,· -,,,:-J,,,,ie, ,,,·(?._.w_!t:I<,.., .. ,,, ,· :;ar.~-"'.U-11!, ~:~_, .......... ,,,. Ur <#All ~NO~ ,·· ,, ,-.,, .... SE{ LEGAi:'DEscfuPT,oN, ON':'$HEET ·:e---····· ~t,;~s -.~D c:u~E" DATA SURVEYOR'S CERTIFICATE n .. '""P ·.;;.;.ii11 ,.prounh o '""'' .,..,, ~J ""' or ""4or rny dir•~d6o Ir, tvnlo,,.onco 10JII~ lh~ 11quj,.,,,tnls ol tho SURVEY RECOROIN9 ACT ol lh '*'l•••I of MA,..,,-, 19£_ . .Ii 714#.><..d,c:, ltJUll -I/in@/ , .... //,>~ 'RE.CORDING CERTIFICATE Fi1i1.i.-_\01 ,uor• ti.111'i_01t ol_____l':!t!L__ 1el:t.:1,1~M In Vo1.__1Lot SurUJI 00 -?90 /~~~-t~!-.;~~1: ~At;/A/Tot J"A;ye··ljA6t4E -- ···No!.'!"9'' IOI NO. 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"--_ -110,.Ro-fF C~1~1ii~1Af ~.'7' • tXAM!ttf.D on~ ~r.tltOVff'.:tfljiZ}·il'!''l ,,;;;·;(.:,'t,\.11.S.~ 4061786 ··· ... ~ ... coU~~i;\Kitt(rt~ ',, __ _ ,.iltd for ncHd •I tbt r1qu1.11 of th KIHG C.OUHi'f PLAN.1111'16 COMMIUIO" tki,2.14•'1 of.5,o.,l>.A.D. I\; __ , •i~I . ..,;,.ijfu pa1i%@M.,G11~ nc1rohd ill V1,lu11 .... ~J .. of plth, P•i~,1~,iRfCO~ 1f K\l'lG COVliT'f, WASH\\"lC!"rON 11 _::,:( _.i€.Piri,":\~u~~'( RUl)1iiili ·- , (.: .. .: .. -. . CQL/t{"l'·f P.U01i'olf --. 8 .. I C·l;M'ER.ICAJ1'~HGIH'!:il\1tiCi C/J, ,".' ··:,i~ALE I lHCih·,~~OHt'°J'·., ''·,,~ ~i\~, ! ) ... 1, J.::. :,.··· ········.· ...... J)? WOODY GLEN f\DDIT\ON !>ECi\01'\ 1-,2.~i'\-RSW.M. SHEE1 2 Ori ----./'<,.,~ ~:,,_ __ a,c,rcrr.,-,.__ • Printed: 07-13-2007 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA07-071 Receipt Number: R0703590 Total Payment: 07/13/2007 04:01 PM 150.00 Payee SALLY & ROWLAND MARTIN Current Payment Made to the Following Items: Trans Account Code Description 5022 000.345.81.00.0019 Variance Fees Payments made for this receipt Trans Payment Method Check Account Balances Trans Account Code Description #10235 Description 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 650.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.l Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 Amount 150.00 Amount 150.00 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 J () "' I I I I I I I I I f I 2 I -----------. ' " • ' 4 • ' 4 • • ' 4 • ' <l • ' 4 • 4 --'-'---'-"--.;:..-+_..;:...__;:_. _ _;; .... _~,6 '6 .. ----------., • I Q . I '6 I • I <1, I '6 I • I "· ., • <1, '6 • <1 • • '6 • "· '6 • 'o • <1, ., • Q • '6 ' "· '6 I I I I I I I I I I I I 4" CONCRETE 6LA6 ON COMPACTED GRANULAR FILL PER SOILS ENGINEER I w/bX':,-IOXIO WELDED I WIRE MEo/·L SLOPE 3" I TOWARDS O.H. DOOR I I I '6 '6 • "· '6 • • '6 '6 • --., I I I I I I I I I I I I I I I I I I I RETA/JING WALL I I I • <1, THICKl'jESS VARIES I "· I I '6 I I ' I "· I I '6 I I • I "· I I '6 I I • I <1, I I '6 L-----------------J -----·------- 3'-4 1/2" 3'-4 1/2" IS 1-0 11 '6 • 1, '6 • <1, '6 • <1, '6 • 1 • '6 ' FERD ' I I I I I I.. ' ' AIL ' ' ' ' ' ' NEW GARAGE FOUNDATION FLAN 1/4 11 =)' .. 0 11 FOUNDATION NOTE6: • SOLID BLOCK/NC. OYER SUPPORTS. • ALL FTC.S. TO BEAR ON UNDISTUR6ED SOIL MIN. 3,000 Ibo. P.S.F. •FOUNDATION STEEL PER DETAIL, SEE DTL. 4 SHEAR 51-lEETS, AS REQ'D. • FIVE SACK MINIMUM CONCRETE MIX ' ' , = 140LDDOWN EMEBED IN SLAB ' «>' ' ' ' ' ' ' ' ' _9 Q ' 62 ', 1'-!; 1/4" 1'-<& 3/4 1' r----,,...., 62 /MIN. 4' -0" SILL 1-lT.) I • • I • I .. I ,• I • • • I ~ I • • • " .-• ' ~ • .. • ~ • " •• I • ONE CAR GARAGE; CONG. I SUJP-2 r•••••••••••·-----------~ I I I I I I I I I I I 1 ' ' ' ' I I I I I : 4x/2 D.F.• 2 x /!:,'-o" (+/-) 8 1-0 11 X8 1-II 0,1,4, GARAGE DOOR I I I I I l. • • • " .-• ' ' ~ • • • " • I I RETAl~ING WALL Tl41CKNESS VARIES PER D!=-TAIL I.. 62 ' ' ' ' () "' ' ' 52 ' ' ' ' ' NEW-GARAGE MAIN FLOOR MAIN FLOOR NOTE6: • ALL SMS. • HDRS, TO 6E 4xl0 D.F. •, U.O.N, • T'T'P. PLATE TO BE 10'-0". • SOLID BLOCKING OVER ALL SUPPORTS. • TOP WINDOW5 TO BE AT 8'-10 114" A.F.F, U.N.O. • ALL EXTERIOR WALL& TO BE 2 X b <1 I'-" O.C., U.O.N. • $HOKE DETECTORS TO BE HOT WIRED w/ BA TTER'T' BACKUP 4 DISCONNECT 5WITCH (FOR CIRCUIT PROTECTION ONLY J SMOKE DETECTOR& TO BE AUDIBLE IN ALL BEDROOMS. ' ' ' ' ·-,.,., ' • ALL WALL5, CEILING&, 6EAMS AND COLUMNS IN THE GARAGE SHOULD SE PROVIDED WITH/;?) LAYER& !:>/8" TYPE 'x' GYPBOARD WHERE THEY SUPPORT FRAMING ABOVE OR ARE IN COMMON WITH LIVING RESIDENCE. • ALL INTERIOR 6eARINC. WALL TO 6E 2 X 4 STUDS ., /':," O.C., U.O.N. • USE /;?) 2 X J& HF •, COLUMNS AT ALL HEADERS AND USE /2) ,xb H.F.• 2 COLUMN& AT ALL BEAMS U.O.N. -., ' ' ' ' ' ' . -' . ' • A 4 ----------------- 191, ra'to. () -----------------------------~-----------------·--------------------------~---------------l i l • l • I <;) 1/2" T.J.I. 210'• ' • ' t£1!G"o.c# ' I ' ! ' ' i ' ' ! ' I i I ' ! ' i l i I i I ! ; ' I i \ . I ' A I ".;!k._ I 11,,.. I • ' I 4 ' I I I ! I I ; I I • I I I I I ! I ' I • I I I • I I j I I ' I I : \ I I ! I I i I ! ' 6----------------------------· •• !•w•~••••••••••••••••••••••••. ' i - I ! ' I • I I I I :, ! • : I i ; ! 'I I • . : i ! t ; ! I I -·--------•••••••••••••••••••T •• -----------------~----------------------------------0..y, (j C'\S '{s GARAGE UFF~R FLOOR FRAMING UPPER FLOOR tFRAMING NOTE6: • ALL FI..OOR JOISTS TO SE 9 l/2" T.J,I. 210'• <1 I<&" O.C. UNLE&S NOTED. • AL.I.. FLOOR JOIST TO BE BLOCKED <1 BEARING. • SEE MAIN FLOOR PLAN FOR SEAM olZES U.N.O. • -ALL POSTS TO 6E 4 X 4 HF •2 e 4X SEAMS, 4 X <&<1 BM. SPLICE ALL CAPS TO BE AC44 AND ALL BASE& TO BE AB44 AT ALL 4 X 4 POSTS, TYPICAL. o USE (2) 2 X rl> 1-lF •;z COLUMNS AT ALL. HEADERS AND USE \.c:-Q= (2) 2 X rl> HF •2 COLUMN$ AT ALL BEAMS, u.o.N. ~ INDICATES SIMPSON CS/<& STRAPTIE, ' ' THI& DRALUIN(4 15 COPYR!C.HTED AND 15 TO BE USED 60L.eL i' FOR THE:: CONSTRUCTION OF THE SUSJECT PROJECT. NO OTI-IER use OF Tl-115 DRAWJNG 51-!ALL SE PERMITTED WITHOUT T!-15 WRITieN CONSENT or RAY BRADSHAW. WRITTEN PIMEN.510N5 51-!ALL TAKE PRECEDENCE OVER ALL 6CALED DIMENSION.&. CONTRACTOR SHALL VERIFY ALL D1MEN5ION5, CONDITION:3, ETC PERTAINING TO THE UJORK BEFORE PROCEEDING. Tl-ll& OFFICI:; MUST BE NOTIFIED OF ANY YARJAT!ON5 FROM T!-15 DIMENSIONS ANolOR CONDITIONS 6HClUN ON THESE DRAWING5. ANY SUCH VAl-elATION SHALL SE RESOLVED BY THIS OFFICf; PRIOR TO PROCEEDING WITl4 Tl-IE WORK OR CONTRACTOR SHALL ACCEPT R.H .. ~ RESPONSISILliT' FOR COST TO RECTIFY 5AME. FETT 7 9 J MM 111, 1wammr·'lnlf''"' ·~- z 0 ..... -0 0 <( d) w Ql '<{ z \')9 ~ <( -<t )-z ....J Ol~ ~ (L <{-:z ~ lU \!) ~ Ql z ....... O! '<I E COPYRIG~T(/;)2001 A+ Design Fn;•Jm:.t MARTIN GARAGE - FILE N.l.lMeeR 01-101 ORAwNeT RMS P"• 4-03-01 ' ' I ' i I r ,, , ' ,I I I; ., , ' "' ' • ,o A 0 • 4 $l ARIE& DUE TO DETAIL 14/&I FROM IS'-10" TO 16'-0" s'-3 112" [i] ,,:.--(2) 2x • 0 ' '1- X 0 ' '1- STUDIO H.&. A 4 N • (2) A3SF CLIP • (2) A3SF CLIP u. • SM TO (2) 2x Cl SM TO (2) 2x ONE EA. 51DE <!l ONE EA. 51DE X (TYP.)---... ... (TYP.J (2) 2x (2) 2x -- STORAG H.5. -a W.H.F ~ I Ill v.T .. 5. -" b.,~~-_ ................. ... • _9 "' --4x6 ~----~ D.F.• 2 (2) Ceal6x 24"&TRAP NEW 6M. TO EXISTING 6M. ONE EA. 51DE. s 52 l=====r=="'=AS;;;,L;,.E=f' D=l=T=R=U=&&========a==I I I I r-------~~~~~~-"' -----·--•••••••••••, I I I I I I I I I 11: 11 ea1MP50N Hl~::--1:=tt===='j\======t='='=!c======tt=1 HURRICANE CLIP .,EA, END OF EA, TRU5& £.-7"'j-EXl&TING HOU&E EXISTING DE I< AND P05Tea TO REMAIN TO REMAIN 4 52 : I \!) F-M!€A1/iN~FA~C~TU!/,!R?JE~D~=\====C\ TR46 Eea ., 24 o.o. 'r"i== I I FSO ROOF I I I I I I I ------------------------------ GA6LE D TRU&& I I I I I I I I I I I I I I I I I I I I ",· -.. ,--- s'-3 112 11 EXISTING MAIN FLOOR 10 1-11 11 ARIE& DUE TO DETAIL 14/51 FROM IS'-10" TO 16'-0" NEW UPPER FLOOR UPPER FLOOR NOTES • ALL 6M5. 4 HDR5. TO 6E 4xl0 D,F, •2 U.O.N. • TYP. PLATE TO 6E S'-0". • 50LID SLOCl<ING, OVER ALL 5UPPORT5. • FIRE 6LOCKING AT ALL PLUMBING PENETRATION&. • TOP WINDOW& TO SE AT 1'-10" A.F.F. U.N.O. • ALL EXTERIOR WALL& TO 6E 2 X 6 ., 16" O.C., U.O.N. • ALL WALL&, CEILINGS, SEAM& AND COLUMN& IN THE GARAGE 5HOULD SE PROVIDED WITH 2 LAYERS Sil>" TYPE.'X' GYP60ARD WHERE THEY &UPPORT FRAMING A60VE OR ARE IN COMMON WITH LIVING RE5DENCE. • ALL INTERIOR SEARING WALL TO 6E 2 X 4 &TUD5 ., 16" O.C., U.O.N. • 2x8 6LOCI< 130 ., SI" FOR THERMOSTAT. • VENT ALL FAN& AND DRYER& TO THE OUT&IDE A5 REGl'D. • U5E (2) 2 X 6 HF •2 COLUMN& AT ALL HEADER& AND UeaE (2) 2 X 6 HF •2 COLUMN& AT ALL 6EAM&, U.O.N. 0 22" X 30" ATTIC ACCE55, TO 6E EXTERIOR DOOR OR PROVIDED WITH R-31> IN5UL. 4 &HOULD ElE WEATHER-&TRIPPED NEW CONSTRUCTION EXleaTING CONSTRUCTION TO REMAIN NEW GARAGE ~OOF FRAMING PLAN ROOF FRAMING NOTES: • VENTED 6LOCl<ING OVER 5UPPORT&. • ROOF OVERHANG& TO 6E MATCH EXISTING HOLl5E. • ROOF PITCHE& TO 6E 6/12 U.N.O, • TRU&&Eea 4 RAFTER& eaHALL 6E <> 24" o.c. UNLE&5 OTHERlJ,115E NOTED, • U5E (2) 2 X 6 HF •2 COLUMN& AT ALL HEADER& AND USE (2) 2 X 6 HF •2 COLUMN& AT ALL 6EAM&, U.O.N, ATTIC VENTILATION CALC1S: DESCRIPTION ROOF MIN. QTY OF OR ROOF MK AREA ROOF VENTS CJ) 410.&.F. 3 EACH AF-SO ROOF VENT= !.i>OJ(SOog. Jn.J 144 • .211 5.F. '• • ROOF VENT&= A(&,F,) A = (300)(2)(0.211) 166.2 • EAVE VENT&• Ar5.F,) A = (300)(2XO.S> 30 MIN. QTY. OF EAVE VENTS lb TRUSS CONSTRUCTION NOTES: o ALL TRUSSES SHALL CARRY MANUFACTURES ST AMP. • ALL TRU&SES SHALL BE INSTALLED< BRACED TO MAN.UFACTUR.5 SPECIFICATION&. • TRU5SES WILL NOT 6E FIELD ALTERED WITHOUT PRIOR BLDG. INLET DEPT. APPROVAL OR ENGINEERING CALCS. • ALL TRUSSES &HALL HAVE DESIGN DETAILS < DRAWINGS ON &ITE FOR FRAM!N6 IN&PECT10N. O ALL CONNECTIONS OF RAFTERS. JACK OR HIP TRUSSES TO MAIN GIRDER TO 6E PROVIDED 6Y TRUSS MANUFACTURER. . . . • SEALED CALCULATION SHALL eE SUeMITIED 6Y STAMPED SY AN ENGINEER REGl&TERED IN THE STATE OF WASHINGTON. • ALL NON-6EAR.lN6 WALL5 51-1ALL BE l-4ELD AWAY FROM TRU&6 60TTOM Cj..JORD WITH AN APPROVED FASTENER TO INSURE NON-BEARING OF TRU&5 ON WALL., • &PEClFIED AFFROVED I,,lANGER6 MUST SE USED AT Al-L. CONNECTIONS OF RAFTERS, JACK OR HIP TRU&&E6 TO Tl-tE MAIN GIRDER, AS REQ'D. • i • I i ' I · Tl-ll5 Dl<AW!Nl'.!s 15 COPYR:161-lTED AND 1$ TO BE USED SOLELY FOR THE CONSTRUCTION OF THE 6USJECT PROJECT, NO on-lER USE OF Tl-!15 DRAWING 51-!ALL 6E PERMITTED WITHOUT Tl-IE WRITTEN CONSENT OF RAY BRAO&HA!J.I. WRITTEN DIMENSIONS SHALL. TAKE FRf:CEDENCE OYER ALL SCALED D1HEN6ION6, CONTRACTOR 51-1ALL VERIFY ALL DIMEN5fON6, EV CONDJT!ON&, ETC FER.TAIN!NG TO nm WORK BEFORE PROCEEDING, THIS OFFICE MUST SE NOTIFIED OF ANY VARIATIONS FROM THE D1HEN5l0N5 AND/OR CONDITIONS 51-lOWN ON THESE; DRAWING&. ANY sue~ VARIATION 51-!ALL ee RESOLVED 61 THI& OFFICE PRIOR TO FROCEEI?ING WITH THE WORK OR CONTRACTOR 5HAW. ACCEPT FULL RE5PON51BIUTY FOR COST TO RS:CTIFY SAME. ·- z 0 -t-..... Q ) Q <[ w oc <{ d) ~03 z -l .. '<I>-:z '<l -it 0 _J (l 1-I--:z (L '<(~W ~ \\) Ol z ·-..... Ol <[ I: COPYRIGHT@2001 A+ Dsel9n FroJ~e~ MARTIN GARAGE E'll.E NUMaER 01-101 DRAIJJN 61 Rl16 Dato 4-03-01 JI L \ 3 1007 0 ' <P ... ' 0 9 0 0ARA0E UPPER ---- SIDING PER OlliNER'S CHOICE lx4 ol lx4 TRIM 0ARAGE UPPER FLR --------- ----0ARAGE MAIN FLR PLATE HT. NEili CONSTRUCTION "'1- ' "' r ' r )- LL O' UJ > NEili ROOF TO MATCH EXISTING, EXl5TING CON5TRUCTION \ TO REMAIN / FRONT ELEVATION = i 0--i.: ~ 0ARA0E MAIN FLR r -I L..-------------L -, .J • NEili CONSTRUCTION ' NEili ROOF TO MATCH EXl6TIN0 HOU6E /MATCH EXISTING, V ROOF PITCj 12 12 4 (_...?" ""':::::::J 4 UPPER f:l-00~ ,,,_ PLATE HT. lx4 ol lx4 TRIM------...__J 61DIN0 PER==----- OlliNER'& CHOICE --._ ,_ ;;::,"-:::::::::::--, ""ii=::::::;, 1U I ! l I§~' ,~Il ' • ' il ' ' I. "'1- ' "' r;- r I I I I ' ' ' ' I I I I I I ' )-I I LL I ' I I ffi ' i > ! I i I ! ' ' I • ' ' ' I I ' ! ' i 0 <P I 1. -_LL --rn-, - I I I I I I in-----r ' ' I I I I I --1-J-I I 1--_ UP~ER FJ.-00~. r--Jt-1-Y::===t: ~..LLLLLJ..J..J..LLLLl..LLLLL.L.llj_j_LU.LLJ_LLl!J! ------' I MAIN FLOOR = ._~~~'~~~~~~~~~~~~~~~~~~~~~~~~~~"""~~..:.F_:;L-,;;;;ATE HT. :! 0 9 0 MAIN FLOOR ~ ----LI ----------------------------_I ---, ~ -----' -------------------------------~ RIGl-iT ELEVATION - ---_{i:, Oi ~ I~ /// ' v, r '--; L ~ .. --- .. --- ·, ' L EXISTING CONSTRUCTION\ TO REMAIN / I I .. ' I I !1 ' I I I I I I I I --' " -. 1 .J--- ___________ J ---- REAR ELEVATION ,,...--NEili ROOF TO MATCH EXl6TING HOU6E . __ YEf'_ER Fl,.OOFs r-..:...,,,_JC PLATE HT. V' lx4 ol lx4 TRIM 0 ' <P 61DIN0 FER OlliNER'S CHOIC _ ~PPER_ FLOO.f1. __ MAl~..Eb.QQ&f PLATE HT. = :! 0 9 0 FINISH GRADE E = 0 ' <P ... ' 0 ' = 0 ' 0 / ' / NEili ROOF TO--!--,, MATCH EXISTING "" HOUSE UPPER FLOOR -----PLATE HT. _,,..A lx4 ol lx4 TRIM 61DIN0 PER OlliNER'6 CHOICE _U_:='PEI:! _!:LOOR .----- MAIN FLOOR PLATE HT. ,_tjAIN fLOOR FINl6H GRADE '/ /' ' ' ;, ' // I I I ~ I •, -·. I ' I I I I I ' i ; ' I ' ' ' I I I I I ' L __________ r __________________ J I LEffT ELEVATION THIS DRAWING 15 COPYRIGHTED AND 15 TO se USED $0LEL y FOR THE coNSTRUCTJON OF THE SUS.IECT PROJ£CT, NO OTHER U5E OF THI$ DRAWING SHALL 68 PERMITTED WITHOUT THE WRITTEN CON5ENT OF RAY BRADSHAW. WRITTEN D1MEN5ION5 51-!ALL TAKE PRl=CEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHA!..!.. VERIFY ALL DIMEN510N5 COND1TION5, ETC PE!i:TAIN!N.G TO THE WORK 6EFOR.E FROCEEDIN<:::c, ' Tl-115 OFFICE MU5T 6E NOTIFIED OF ANY YAR!ATION6 FROM THE DJMEN510N& AND/OR CONDITIONS 51-!0uJN ON. THESE DRAWINGS, ANY SUCJ-1 VARIATION SHA!..!.. BE RESOLVED 61 Tl-HS OFFICE FRICR TO PROCEEDING l!.IITH THE l!.IORI< OR CONTRACTOR 51-!AL.L ACCi=PT FUL.L. RESPON5161LIT1 FOR COST TO Fi:!ECTIFY &AME, z 0 t- 0 Q d) <{ z w oc -<i 0 ~03 -1 .. <{ >-z I- (l ;! ~ '<[ <{-z > \.\} w ~ \\) oc w _J ' z w l t- (l <{ r: COP'!'RIGHT (G} 2001 A+ Dsei9n F'roJecl MARTIN GARAGE FIL.E NUM65R 01-101 DRAWN 6'1' RMB D"" 4-03-01 ---- '-- EXISTING, RETAINING WALL TO REMAIN ' ' " " " 11.33' EXISTING, SHEDS TO REMAIN 15,26' (VERIFY) ·g' 51TE FLAN 111 =10 1 ----- " '-- . .. 1.333' -{YERIF J "' <O ' 'f' I I I I I I r t \ ) I ( ) EXISTING, HOUSE TO REMAIN I I I I I I I J I I I ( ~ ,o I EXISTING DRIVEWAY / TO REMAIN ----- I ' I 1-- \J)\J) v-· "' / -------;------ I I "'6 $ !$• -35,, (fJ -- -------TELEPHONE POLE I I I ~ I I I I I I ~ 'f' - ,S) 'f'r~ <11 0 0 ci z,s, I I f ~ \Io ~ I I ~ I I I I ,, )\ I I I I I I I I \ ' ('l fl\ I I \ I \ I \ \ I I ' . . . \ OC· () \ ..J • >-w ;!-~ I I I ) \ \ NEW RETAINING, WALL P~ STRUCTU~ DETAIL I SI. MONUMENT I I I I l I I I I I I I \\(E: TINC. STORM SEWER I I \ 1.292' I • I I I I I I I I ( \ \ \ \ ) I I ) EXISTING CATCH 6ASIN / / -----L6T COVERAc:;E LOT AREA • 10,483 5.F. EXISTING HOUSE = 1,911.9 S.F. NEW GARAGE = 481.5 S.F. LOT COVERAC.E • 2,399.4 S,F, (2,399.4/10,453 5,F.= 23%) ) / ADDRE55 OWNER '; 66 I TAYLOR RENTON, WA, 98055 ROWLAND 4 5ALL Y MARTIN PH.= (206)112-6290 LEGAL DE5CRIFTION 4 I WOODY GLEN ADD POR NEL Y OF NEL Y MGM OF VAC S. 123 RD PER PLAT LATIMER& LAKE WASH ADD TAX FARCEL • 9564800020 I ( I I I ) I I I . r::NT Pl t\NNING UEVf-:'.-1°,-yP~c~t: :-·1ENTOM I , ' ' .-•-' . . JUL I 3 2007 •YC'i('•f:!\f~O i'i. ¥;·;: \,;1 Lt t1 ::-• z 0 -t--Q n <( w ~ <( (l <( ~ z -t- (l <( I: oc ' () -<( ..J 3 >-z -<( () t-I--ifi i oc .. .. X -C !\l Q_ u. z <( _J lL w f--' d) COPYRl6fH 0 2001 A+ Design Project MARTIN GARAGE Flis Numbsr 01-101 Drawn e~ RM6 Date " 5-22-01 ~--------..... Sheet 51TE