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1143 6TH AVE S.PDF111111111111 5398 1143 6TH AVE S i PLANNINGDATA STREETFILE SINGLE FAMILY RESIDENTIAL Name: Date: Site Address: �� 5 Tax Parcel D b6 c 0 0 0- D Project Description: 1 a Plan Check #: 'BL-D a0 � ©7 Q Reduced Site Plan Provided: (X�/ NO) Zoning: S� Map Page: Corner Lot: (YES / Flag Lot: (YES / 10 Critical Areas Determination #: O ❑ Study Required 9 Waiver SEPA Determination: Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: Side: Side: Rear: S Actual Setbacks Street: cz, 1 Side: �� Side: �� k" Rear: �h1 rKr Detached Structures: B'Rockeries: E�J Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs Deck: Bui/din Hei ht Datum Point: ao Datum Elevation: p Maximum Height Allowed: tati 3 S Actual Height: Other Parking Required: Parking Provided: Lot Area: �"� t 03 Maximum Lot Coverage: 35% Proposed: a`3 Lot Coverage Calculations: ADU Created: (YES / NO Subdivision: Legal Nonconforming Land Use Determination Issued: (YES / NO) Comments Plan Review By: Planning Data Form 07-14-09.doc PLANNING DATA 11 STREET FILE Plan Review By: Planning Data Form 07-14-09.doc ' y ECTSKK 4�'SG-'.',.',:�,.r�qP.wB/'-j } ' I ;II � IiS� _"�0C� ECAwnYrT. , GGtVlE•IGuiiw(TGYr,> I Iul.. aIb i I EL�JI7A4NQr7GrMfyM. I,I{4�=AGJ_ '�E �1 / Y ArN eWt MV I-WF- RATED wAuMo. V- 2000-17 r I Lo PROPOSED INFILL WALLS & UNDER FDN/SLAB EXIST. CARPORT.STRUCTUR fF Ears. ror— W ],n Eti>t. wA�.K I I I 5 S ETSAc I[. O a I �Jill I .ALL esselz f W W a `lt♦3JG�URE (h . d .'., 7 � I PJl S7. Ftft. E�. Iae.n I I v I ia'4►. L111M1.fEY z , Q� VtbD- 4 +i 1 I srec LA Ewft. rlAn / dV tiOC+cHr., I I �}A4JLCG%, O r b p KI>r. 6AMD S[AsE d ui E n/nxa wAu • 0 ca Pt nsi J 20.0 66TgP.GIc 34.01 p.e•' .. ZO.o� R SITE PLAN =a "°Rr" APPROVED BY PLANNINGAPPROVED AS NOTEI) i ou -4 � vi u � r7 u 00 Q 00 w kf y oN N •— � O 0 O r- U) cw08L(cwjrucroe— (5 e6p,6,o5 tzg- TB/L- -E1ZGP5,DJ C-&�,�LIDeA.WA-&F " gr RE E T &TW AvF- RECEIVED JUN 0 21999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS MICHAEL A. GEORGE ARCHITECT LLL ,.MADDEN ADDITION. A.I.A. P.S. 1024 First Street iNG Snohomish, WA 98290 ED By (2 0 6) 568.1331 r •ATE RECEIVED 8-�-( PERMIT EXPIRES f CITY OF EDMONDS USE ZONE Oi� !"17 PERMIT 2007N NUMBER L�CJ CONSTRUCTION PERMIT APPLICATION JOB ADDRESS sill (a� SUITE/APT. VL- OWNER NAMEINAME OF BU5ESS f�' gs U fV PLAT NAME/SUBDIVISION NO. I LOT NO. LID NO. LID FEES MAILING ADDRESS ,y ` Ay 1 S PUBLIC RIGHT OF WAY PER OFFICIAL EXISTING PROPOSED STREET MAP 1ESCP-R lq. p Str..t U.. R.rmtl Rp'E p S.P.R. R.RVY.R 0 CITY ZIPS TELEPHONE n. .,/ /� t 1^ I 1\ o r R a ICJ �'-/�s^ �� (- 4'� q REQUIRED DEDICATION FT StlawtllM R.4u'r.0 p U'y ,Z, walrd"a1O1'r'tl nw..d p NAME METER SIZE LINE SIZE NO. OF FIXTURES.- - PRV REQUIRED ( I I YES0 NO O Q ADDRESS REMARKS i ,OWNERtCONTFIACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z S `: CITY ,. ZIP I TELEPHONE Sn[O�O.Nl5N q Ss90 3bo-i'Gg-133 � v,�,�,i� . 7D(' 'YLJ ( '1 ENGINEERING REVIEWED/DATE T a 5 W d112f 9/(6a FIRE REVIEWEDBY DATE ZIP TELEPHONE ,�. STATE LICENSE NUMBER EXPIRATI�OJ DATE C1�`ECKED BV VARIANpCE OR CU SHORELINE OR ADBaFAL�LIOWID PECTION BOND J� �OOy '�{.7 ES 0.D NO POSTED r' 1 \ � $EPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT PROPOSED PROPERTY TAX ACCOUNT PARCEL NO. i / G1gD} —oo�-ool:`oo ,.. EXP I — A MA ❑ NEw RESIDENTIAL ❑ PLUMBING / MECH LOT COVERAGE ALLOWED REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ❑ AUDITION ❑ COMMERCIAL ❑ COMPLIANCE OR CHANGE OF USE PROPOSED NA NA FRONT SIDE REAR Zo1 51 IK-,' FRONT UPSIDE REAR O PARKING RE,='D PRO"IDED LOT AREA PLLU/A���J�fING REVIEW D B DATE n REMODEL ❑ APARTMENT ❑ SIGN FENCE I IJ(IZ� 2 // r �� Vtl'yJ LYI ❑ REPAIR ❑ GRADING CYDS ❑ ( _ X _ FT) ❑ DEMOLISH ❑ TANK ❑ OTHER CA G El CARPORT ❑ ROCKER G WALL ❑ RENEWAL (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN. 1,A _ 1 NUMBER OF I STORIES NUMBER DWELLING UNITS 1 CRITICAL AREAS NUMBER DESCRIBE WORK TO BE DONE 1FL,1fLsuAu% VAR(hNCE fill, V- 1- 0 C 0_ �--r A d1,4Ajd4,- FT P R VRR.IAWCF 2-ol?', CHECKED BY TYPE OF VTgUCTIQN CODE OCCUPAN _ V/ ,/jv/ 7 GROUP SPECIAL INSPECTOR AREA OCCUPANT REQUIRED ❑ YES 'S LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION F VALUATION FEE PLAN CHECK FEE MEAT; �IfRCE GL'AZ NG % LOT SLOPE X /S _Lll —71 N I/A BUILDING 3/ PLAN CHECK NO: VESTED DATE 00-�3 PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC i DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL J SEPARATE PERMISSION. � STATE SURCHARGE y S /� w PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: 1 YEAR • PROVIDED WORK IS STARTED WITHIN 180 DAYS END, REVIEW FEES sO SEE BACK OF PINK PERMIT FOR MORE INFORMATION •APPLICANT ON BEHALF OF HIS OR HER SPOUSE. HEIRS. ASSIGNS AND SUCCESORS EKG. INSPECTION FEE Sv w IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF f EDMONDS. WASHINGTON. ITS OFFICIALS. EMPLOYEES. AND AGENTS FROM ANY AND ., ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY s FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE - RECEIPT .S _ DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSIT / G Z NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' TOTAL AMOUNT DUE RECEIPT / V I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN 15 CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER, I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUG CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Bulld,ng Official or his/her Deputy: and Fees ,a paid. and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION rocs l Is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. IALS SIGNATURE DATE SIGNATURE (OV{NER NT DATE SIGNED 425 / AA ) G0 OO 1 �- �f7 `OFFI (jfpA� 6 " ' • • 1 -0220 RELEASED BY DATE ATTENTION EXT 333 f �` IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL %%� -0221 w CIn1` A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLOW - INSPECTOR ' CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 5198 FAX PINK - OWNER • GOLD - ASSESSOR t• � ; t , • T� `SEP 2 6 1994 PERMIT COUNTER 0 fB9� -199 - City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the (Sty of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at (Sty Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps .necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map: or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). in addition, the applicant shall include other pertinent information (eg. site plan, topography Map,, etc-) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest dikt the answers provided are factual, to the best of my knowledge (fill out the appropriate bolumn below). Owner / Applicant~ Applicant Representative: dame Nanie Straet Address City Z Phone z4yl. Signature bate Street Address city, State. ZIP Phone Signature Date r� RECEIVED CA FILE NO �--I� • . �;;LL . u '1 �a � Critical Areas Checklist DEVE® s �'An soils/tA�gra h /h drn1-0 /v eta 'on • CIp * - 1. Site Address/Loc ation: 2. Property Tax Account Number: g6 / % — (n 0 '7 — C ` n -- Z) 3. Approximate Site Size (acres or square feet): / ,:2 ,-�2 X �� 1 4. Is this site currently developed? � es; no. If yes; how is site developed?_ 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. Rolling. slopes on site generally less than 15% (a vertical rise of 10deet over a horizontal distance of 66fieet). Hilly: slopes present on site of more than •15% and less than 30(a vertical rise Of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of grater than 30% present on site (a vertical rue of 10-feet over a horizontal distance of less than 33-feet)- Other (please describe): 6. Site contains areas of year-round standing water. N ; Approx. Depth: U 7. Site contains areas of seasonal standing water: : Approx. Depth: What season(s) of the year? 8. Site is in the floodway X-) L floodplain o of a water course. 9. Site contains a creek or an area where water floyrt across the grounds surface? Flows are year- round? /( )&,Q �� Flows are seasonal? (What time of yeah ). 10. Site is primarily-- forested ; meadow ; shrubs ; mixed - urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: —T1b . 0 rt : -For (S,ty.Staff Ilse 00l }.�r: _- . F> . . <. .'�.CCnapeti soil type(s)? Fvei eff raye S -AC A. im .4r dicates %Wand �prasent pry .or •C.,�1:-`.mays indicates�C.riaicxl:'�Area :d��i6e?. Barth aiiUSideuioe'tai>dsiide:liaka4u+ea? :^ .;, A. aA . of EDM s 0" CITY OF EDMONDS SINGLE FAMILY ADDITION/REMODEL COVER SHEET Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only). This cover sheet must accompany each building permit application for a single-family residential addition/remodel project. PLAN CHECK. # C)Q-- 3.33 APPLICANT DATE RECEIVED BIZ-O.O PROJECT ADDRESS f/43 4, `' Aw,-.S PROPERTY TAX ACCOUNT PARCEL # DESCRIPTION OF WORK FWCIOte O W N E R 4` /40,D,EIV PHONE '7-7/-&4 -79 CONTACT PERSON AkLCAA,Ae -- ( feo&rV PHONE 3 731 I E-MAIL. FAX (off -Spa'- lot 3►O MAILING ADDRESS yL Ft k5T" 5T. , 51Yo WoM(S H , W 1 9. �i 2-9 FAX CORRECTIONS 0 MAIL CORRECTIONS E] E-MAIL CORRECTIONS BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATIIOO/N� IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED. SIGNATUREP_ C eorqV, �e7 ��,`a��^ DATE 8 - 2" O a ZONING INFORMATION ZONE %ZS LOT AREA fSR�L.S� NU:M�BER:OF::DWE:LLING,::UNITS EXISTING Ode- DEMOLISHED (JR PROPOSED /yA D'ISCRE:TIONARY:AR.PRQVALS CAgLj"ijy Determination UJAIV&L- SUBDIVISION NA CU NA VARIANCE ZOOO-Z. SHORELINE Nl4- SEPA NA Expires OTHER LOT COVERAGE INFORMATION EXISTING SF PROPOSED SF. TOTAL SF % HEIGHT CALCULATION INFORMATION DATUM NOi-PkVq ,A A B C D AVE. MAX ACTUAL • SETBACK INFORMATION _ CPS V" `ZUUO REQUIRED FRONT 2U� SIDE br SIDE 51 REAR I�1 PROPOSED FRONT IG4l .:SIDES SIDE' Zf,� REAR .:. C L T YES NO FLAG LOT. YES NO ST. DEDIC. YES � NO WFT u2ij® . ADU STATEMENT REQUIRED ❑ YES ®NO RECORDING # STAFF COMMENTS: ' }� �� � _T��A `iC� •p i�`r�AC )if D �ICG F-�5"�C): SZ�( `�-rR U C`i7' `ICE.; 11��' to. L:\temp\building\forms\Add_rvw.vsd -- 7/00 ENGINEERING INFORMATION DRIVEWAY SLOPE %_ GRADING CYDS /VA- EASEMENTS 104 EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SQ.FT EXISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER SQ.FT. PROPOSED NEW NET IMPERVIOUS SURFACE SQ.FT. ' B-UILDING CONSTRUCTION INFORMATION ' 'CODE=EDITIONS 1997 UBC, UMC, UPC, WSEC, VIAQ WITH AMENDMENTS DES:IGN:'GRITERIA: WIND EXPOSURE B WIND SPEED 80 MPH SEISMIC ZONE 3 Floor Live Load / Roof Snow/Live Load ;2.5 Balcony Live Load �/ Floor Dead Load Roof Dead Load /D Balcony Dead Load NUMBER OF STORIES / BASEMENTS LOT SLOPE % 4• S 170 SOILS REPORT PROV)DE A +� FLOOR:AREA.(Measured to face.of exterior wall) Existing Proposed Total Living Space Garage / 442-0 42-D Carport Deck/Cov. Porch Other p FLOOD ZONE 1:1 YES ® NO °(,City Use Onlvl Ceiling.lns at•i n Wlndow U slue Walt In Skylight U-Value. Floor Insulation Glazing Door U=Value -Sla Insulation Energy-, Ll Prescriptive Targe ❑Systems .Whole House Ventilation System Req'd.LJ�Ye 0 N'o; Any request for modification, variance or other administrative deviation (herinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with the city code and for which a variance has not been specifically identified, requested and considered by the appropriate city offical in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. PERMIT ISSUANCE APPROVALS (City U n,Only l j PLAN�NIN-G.REVIEW. & APPROVAL C,%IG�fZ s2�b3L DATEi-%Jd -CU, "ONDITIO:NS..OF. APPROVAL;... REAR :7fri'PACK. •TL► 0� t' L�I�� I1CGE So �Y S`C RUC(T1RE M1tT'ER7, NEERhNG REVIEW & APPROVAL DATE fDITIONS.OF ,APPROVAL: LDING REVIEW &'APPROVAL DATE N:DITI;ONS..OF;.APPROVAL: APPLICATION 0 HLEs'The Cityof Edmonds. for E SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS ❑ EASEMENT No . .......................................... ❑ 107-03100 OWNER......... J.Ole'ph... DAy.O-C--------------------------------------------------------------------- CONTRACTOR..........---........------....---...---..............-----------..................------......... PERMIT No....................... ADDRESS.....1-143--.btl}..Avenu8... &s................................................ LEGAL DESCRIPTION: LOT No...... ........................................ BLOCK No. ............................................ NAME OF ADDITION ................................................ DYE TESTED ON SEWER JULY, 1972 Approved: DATE................................................ By ..................... ................................................ PLANNING DATA NAME:_1YIiw l SITE ADDRESS:_I HK f9A —k �. DATE: --6/9/1 ZONING: �S+ �p PLAN CHK#: PROJECT DESCRIPTION:.? T M ad4it�i'VI �i- CORNER LOT (Yes/No) FLAG LOT (Yes/No) SETBACKS: Required Setbacks: Front: ?_D, Left Side: S Right Side: �J Rear: Actual Setbacks: Front: Left Side: �� ! Right Side:23, 3, Rear: ZgZ Street map checked for additional setback required? N I 1A (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED JV (Y/N) LOT COVERAGE: o O C: Maximum Allowed: Actual: 2% a BUILDING HEIGHT: _ - /� 1) Maximum Allowed: Actual Height: 04� ' Datum Point: ��0 ,, f_ Datum Elevation:_. 00 SUBDIVISION: CRITICAL AREAS SEPA DETERMINATION: LOT AREA: 1, -J I890 _.1.9C)0 �qluo T� �A}ilS+,-�,r.;'p Sr•n�. ��+'.r�� �:r.•�efn.l�e�.iy.>R i� iY�'42Y{7 r�'F.'„^�i.. k��,.rti r.�.,, 1riN. ..,.r,;.�•,, _+ruy., ,�•� c•-..y_�i�., y., ,�`.� City" of Edmonds [MT=0 -_W CONSTRUCTION .111 11-I MiET ILfE71T Permit Number: 00?� / Issue Date: /02 • "2, — 9 q A. -Address or Vicinity of Construction: . 1143 6 Av S (9502897 ) B. Type of Work (be specific): Install New Service v C. Contractor: Washington Natural Gas Company Mailing Address: 1122 75th St SW, Everett State License #: 98203 D. 'Building Permit # (if applicable): Contact: Frank Swan Phone: 356-7503 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project )o Utility (PUD, GTE, WNG, CABLE, WATER) ❑ M41ti-Family ❑ Single Family Q Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : (,Yes []No G. Size of Cut: x, ` H. Charge $ APPLICANT TO READ AND SIGN' �e�( INDEMNITY: Applicant understands and by his signature to this application, agrees to hold thi- Ci y of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that maybe made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FQR_4 PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FAES WI'L 'bE HELD UNTIL TH. htlNW'SARELFT PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL RE PROCF,SSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all ttm inspection purposes. Signature: Date: 11-18-94 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BYi ��" y RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER r2�0 (P DAYS DISRUPTION FEE/FUND 111: SPECIAL CONDITIONS: w 1 N DD V J"" L C V— r) RESTORATION FEE: `t. PERMIT FEE: ". AA -AIM .S _ N (94� Ay t 5 io G17,0 S S TOTAL. -FEE: . —COMMENTS: DATE: RECEIPT FEE: " ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 FIELD INSPECTION NOTES Comments 0 I Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Washing Gas A Kldriplor' 6� Corroe�M Addendum to sty Of �Of''�D(�1✓JS Right of Way Permit Application Submitted by: Engineering Aide Washington Natural Gas iYlV is Lv w 1„ta v w Z x A' U,[ 02. WA 7L>e— Wator—maain depth (unknown � gas main Key: -w- water -9- gas -ss- sewer _ &- water hydrant 815 Muter St. (P.O. Boa 1869). Seattle. WA 98111 (206) 622-6767 PVT.' RD y FIR s,s4t— ss� � �►a.. ',s FIR LPLLY:, 40 go� al tSS•r+ ' 1�vs � 'ate Alt.+ IP tom: WW I&: �Ol os � 09 ,v t t jS i tid 1� ,' IWO 01 4 k le N : i! fi ELM N E CTRiC ERA .sER* i MYL ERASER... TH. MOITURE . ?; n�4 6v r- 91Q 2u ST ".7A ST .44 Slrar.ET FILE CAFMENO-3�-i� Critical Areas Checklist Site Information (soiis/topographi/hydrotvly "on) 1. Site Addressa ocaaoa: — el - - 2- Property Tax Account Number. —- 3. Approxunate Site Size (acres or square f_ed). 4. Is this site currently developed? MO. Ifyes; how is site developed?_ 5. Describe the general site topography. Check all that apply. -. less than S-feet devation change over entire site. • Rolling: slopes on site geaecaily less than LSD (a vertical rise of 10-feet over a horizontal distance of 6tir feet). Billy: slopes present oa site of more dmn-15% and less than 30% (a vertical rise of 10-fed over a horizontal distance of 33 to 66 feet). Steep: grades of grater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet)_ Other (please describe): 6. Site contains areas of year- cound soMiag water: ' Oc) ; Approx. Depth: 7. Site contains areas of seasonal standing water: Appr_ Depth: What seasons) of the year? 8. Site is in the floodway �) O 800dpW- uv 0 of a water eoucse- 9. Site contains a creek or an area where water floyq across the grounds surface? Flows are year- round? /-Ic,,y !L Flows are seasonal?(What time of year? ). 10. Site is primarily- forested ; meadow ; shrubs - mixed . urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: Jb ,1:" ~•'site'ks�ot�od3, K � _ .. tt-.-.':.:.•,.. •.,''t ' :v ►'a`(s) Eveif . C. rw ve S �'e•%-'�^.'- , , `a'?•.;•-s"S- Ij '160MveatmY !nsad, tcatesw�etlaaEdpc+e.9entoQart�?; �5 \ nivei�tocy o e C.,{1�cmaP;�a�e baatbd15 leaitii.stiUdtduCaitdidc'iai�i;idt+ea? . •�y:y'i--.R'% f i- . {. w<.+ ,�..--//tix..v[}`1�,.•.-`.'^-7.:,; .' _w�'! F'�``T-� 4,;a,1!! :���AT. 'S.' s,. r3r a ^ \: • ._- •. r .' .t . Sp,;. vr.T:•'9yt—h?`�.3�'+�L ,;''.g :C.ty.�:. t {, ,n: •::y. - :AK �. _ � •y'. „ %. �•,..,.Y�¢.,t.. ,{ij.,,jy;,... �'. r - ♦ :il�l����?1'L'i��f ' :.T - N[v• ./ ��. Z�dT j } 'A Y/v .f/��y'i `7'�} �'��yt h'vfdY - _ _4ti•`, - t - - i-..t:` •`-'boy `+d'V ,n. x cis:.: ' -� �:r .ib^-«„e�'•.:: t r♦ -.. . e�..:Zj,f.`.� o' _.?�,. [ .�f.' rfis ".r-Y 3'♦,l> '"� '%< - pp � ..y. ��. \:" r.... `�•-{ `t !. ... ••[ • 24-w - f �,` • /"> i>� J(/'t/'[[F>T]P } `�, y. r-. r:.v 3���Y} _••�',' ''..�,,, T. �ht y`.•..: TM -tom•' s � '4efi^ .1yT � . Iy2if :,•Hhf . . ,.: • ♦ '}i \ » ; "�• \ ' '1'-).:-.' "• +�.r:riq'�'YJ;-� .ru /cY � ♦. Yr [ . `4YdY 3i. ./�t ♦ aj.£ ♦ %: C'°� - K-' / r ,.• .yp; c%c d q.[Fr ''�>lt-�r�%"ipr' } f /-ra t }♦✓�/ [ t, �PW�h1X¢-),�i�A Y%3 - � •. - � .\� ,< - rY^r`' ..:Xh ,[ti• f'- � f !f �r h I�}��+py'��(xy G�{ %+J(_ Y.1 �•��. � /^'. /N�. r • ;X %� .T � � ry- -�id� � - :� . �r 5%v j'XL J�%�[y4SahFF,,:,G. . ���� -. '3r. XY{!' ...... .- � •a '\:Mk`�f^'7yoT-�...':XSYcy(Y t.,•. � ft;,ru%� oY! firfn•T3� •��a R�•Qa2ag3 City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmoads prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Arras are or may be present on the subjeapropert ' .1m information needed to complete the Checklist should be easily available from observations of the site or data available at (sty Hall (Critical Arras inventories, maps, or soil surveys). An applicant, or his/her repiemtative, must fill out the checklist, sign and date it, RECElvED SEP 2 6 1994 PERMIT COUNTER and submit it to the City. The City wrll review the dwcWht, make a precursory site: visit, and -nsa m a determination of the subsequent steps aooessary to complete a development permit application - With a signed copy of this form, the applicant should also submit a vicinity map, or plot plan for individual lots of the pared with enough detail that City staffean find and identify the subject parnel(s). In addition, the applicant shall include other pertinent information (eg, site plan, topography map,. etc.) or studies in conjunction with this Checklist to assist stab in completing their pml'aminary as�xwrnent of the site. I have completed the attached Critical Area Checklist and attest tlNat the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner I Applicant: Name Street Address e ,� IW o X0I 1't�z'oa6 ,316y Ci ZIP Phone x1- � ��a &I Signature Applicant Representative: Steed Address '•State. ZIPPhone Sizaaftud Date -11,19 ZONE CITY OF EDMONDS zoNE PERMIT NUMBER CONSTRUCTION' PERMIT APPLICATION jos _ sUITErAPT« L OWNER NAME/NAME OF BUSINESS ADDRESS LEGAL M Q A, 4 DESCRIPTION CHECK SUBDIVISION No. LID NO. w MAILING ADDRESS Z 3 O O • PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING REQUIRED DEDICATION - TESCP Approved RW Permit Required Street Use Permit Req'd ❑ ❑ ❑ CITY ZIP TELEPHONE NUMBER .• 0 2-0, 7J �� U Inspection Required ❑ PROPOSED Sidewalk Required ❑ cc w NAME Al 14 METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES ❑ NO ❑ a 3 C9 �• w ADDRESS s 2 REMARKS U a CITY ZIP PHONE NUMBER TELE w W Z Z w NAME 0 L` ci-✓� ADDRESS ENGINEERING MEMO DATED REVIEW Y a: O t CITY ZIP TELEPHONE NUMBER FIRE MEMO DATED REVIEWED BY w Z cXk Q 0 Y Q LL U 'STATE LICENSE NUMBER EXPIRATION DATE SIGN AREA SEPA REVIEW ADS NO. ALLOWED I PROPOSED I COMPLETE IEXEMPT " Legal Description of Prope ty - include all easements % / iec Ae D� o p 9 W a�,Pd j/-r O Property Tax Account Parcel No. NEW RESIDENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL APT. BLDG. REMODEL LJ SIGN GRADING ��// t�xa5FT) REPAIR CYDS. DEMOLISH ❑ INSERTTOVE SWIMPOOL HOT TUB SPA GARAGE RETAINING WALL/ Q CARPORT ROCKERY RENEWAL Z 00 (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: rr All*, — NUMBER ;`.'NUMBER OF CRITICAL t OF DWELLING AREAS t STORIES UNITS NUMBER ' DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) Air I / ASTI /_Ii //! �� EXP VARIANCE OR CU PLANNING REVIEW BY DATE SETBACKS —FEET HEIGHT I LOT COVERAGE FRONT SIDE REAR JHECKED BY TYPE OF CONSTRUGIIVN cwt EL GRUL SPECIAL INSPECTOR AREA OCCU REQUIRED ❑ YES LOAD REMARKS PROGRESS INSPECTIONS PER UBC 305 FINAL INSPECTION REQUIRED PLAN CHECK FEE BUILDING HEAT SOURCE: GLAZING PLUMBING Plan Check No. MECHANICAL This Permit covers work to be dont on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE PermitApplication: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her, spouse, heirs, assigns and ENG. INSPECTION FEE N successors in interest, agrees to indemnify, defend and hold w harmless the City of Edmonds, Washington, its officials, m employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance = of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT c modify, waive or reduce any requirement of any city ordinance = nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE S provision." I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to comply with City and THIS PERMIT This application is not a permit until state laws regulating construction; and in doing the work authoriz• AUTHORIZES signed by the Building Official or his/her ed thereby, no person will be employed in violation of the Labor ONLY THE WORK NOTED Deputy; and fees are paid, and receipt is Code of the State of Washington relating to Workmen's Compensa acknowledged in space provided. lion Insurance and RCW 18.27. INSPECTION SIGNATURE 1 NQYV Eh OR AGENT) DATE SIGNED DEPARTMENT oFFICIA SI A UR DATE 9 �7A CITY OF _ EDMONDS CALL FOR RELEASED BY: DATE A ENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE HAS BEEN MADE AND APPROVAL OR 771 0220 ORIGINAL — File YELLOW — Inspector UNTIL A FINAL INSPECTION A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor -LEGAL DESCRIPTION SITE PLAN & PROJECT DATA: R, S- I. - 5 IZ1-(0917 tf ?7S041430 I44'0) 9F-,\/1SEp 13Y Ss iog..5" lv uoq) r-zc oP,pB OF SFJDa-It�r'I►SH-I .GD,:) H I ►.I6?'rs N Michael Madden, Linda krese-Madden 1143 6"Avt3 S. 0 t % IZS1 - 3K t Edmonds, WA 98020 Tax Acct.#: 00619400700701 /�j?l7_I-1'101.1AL EkZ051p1.1 -�I_� FIT.?5j� F�.13fLIL �� l� � ) �15-r, CHAR, >� o•F, S�rr2-AW 5Al,.E-g I'► . 1�177 GCJrJ I iZp1. MFASUF�S T!9 � � I -t (3E tIJYfP�lt l' As h1Ek17� 0 �i � � -If Project Data, Madden Addition - A dj I� 20 Z• �Ll� 1?I4aTuRl3r..P i(o.3 r METE -A IMPERVIOUS SURFACE CALCS. G!'Jl" l r-o s-r AM EIJ t7 Ep - - TEfZ CITY OF GPC iolWi2 j - - - _H_ANt20Ll T .I7'Z L- CI S r �i Gx l h-r Exist. house/porch roof outline 1653 sf (Built 1913) �----- �aU�sf Po "Nothing in this firi,li! 1~; a •e••� -W �wA.L-tom rJ.EBs trial t Exist. garage/roof outline 672 sf (Built 1971) „ W W W W� 1''RI I°177 1iltCiKta�movapreted ? aj]p.t oZ �ZS errm slab & drive 114 sf 3, .I.tlGAT•E �' SIbG :-o = Pa`t- + ZZ ;. d t L F� D 1aintenance 7f any cuiren ly eeristiA lega ( P P ) S�vJE.I2 if' OUT s -. �vo.u�,; S "B"W (exempt re laced in 2000 , I SX I r NbUSE _� A0 D amconfornlir, or Un I:Inl r l eP Exist. Conc. ad 357 sf re 1977 �` - e:A6T OF Pr,,o Po'sF_L �jR yEBp $ building, strw P ) f rzVt'1rd5� D ,4Cx� I rloN AI7D-ITIOIJ or site Condition vehich is 0 tside the scope F (exempt replaced in 1999) rl I, ¢ ' GOtiSM;of E�TG►ZI D tZ WALL- - 1 13 I S� r1nit application re l l x1st. house/porch roof outline 1113 sf (Built 2000) o (fY P 1 N g. 0 ' Of ether Sul cf-� * >=�I I,;I N ulldillg, Structure or coed' ion is shown on tt ��,, L 3 6 7 Existing walks 287 sf (Built 2000) tr c+ 5 �'it@ plan or draW1I1 JIuGI -1 Exist. patio 225 sf (Built 2000) I FLt2, EL, .l"UU. C7 L / t B �j Colld l,'• SiU�CI'I wilding', structure Exist. shed/roof outline* 108 sf uilt 2001 - uEltf` 1t,�1�0�rieArg}� a gD� Oi• Q `L„' A roposed house/roof outline* 245 sf 1 Q -pro Total Regulated Impervious 1978 sf411 pe- our *Regulated impervious is based on the removal of the existing dog �Y � _ �_.., t iV kennel ( -50 sf ), conversion of existing Conc. block walk beside existing F�cIST,y` n><l4T:J iO11sE- ' 'i -5 garage to sand or grass, the stairs remain (- 143 sf) t2 vGK E P1•Y 1 t 1 q t� y p` DATUM: 100.0' (main floor level of the existing house)- 3� d%� It 2OOd; v.L I� AP V E© rP? ''� ,ik` NINqJ HEIGHT CALCS. ) --- -- - �_ CI -- - 11 i;u 1ST, - s<E I A=96.3'B=99.6'C=99.3'D=102.0' CON(-• _ \ rtG�SEED Ave Grade = 99.3' PAC' ,: 10 I _� N SX.MBOLS��1 0 Actual Height = 122.83' PIKE Maximum Allowed-= 124.3' LOT AREA: 1,3503 sf LOT COVERAGE: 3,174 SF ( Z3.5%) DETAIL REFERENCE PLAN SYMBOL LOT SLOPE:'•6.5%approx. I I ZS ' ± _ I I;XISTr 1 DETAIL NO. SMOKE DETECTOR GRADING: Cut 21 yds Fill 0 yds 2 U • 01 1 2 �,O 1 t i Gj.01 ( 15 , D SHEET NO. ZONE: R6 SETBACKS: 5' sides, 20' front, 15'rear 52. , O A101 � ST13u-, '�T13t�. EXHAUST FAN FLOOR AREAS: Existing main floor 1,695 sf New main floor 192 sf Total main floor 1,,887 sf BLDG. SECTION RE V I S I C5N SYMBUL Existing second floor 724 sf SECTION LETTER New second floor 328 sf ' 1 ITEM LETTER - Total second boor 1,052 sf 1 - A101 SHEET NO. Total Heated Living Area: 2,939 sf Existing Unheated basement floor: 912 sf 1 SITE PLAN e ABBREVIATIONS �'3 r a( ),gi p AS N0-iE11 BY 13101EE11 IIG ENERGY CODE _.. _ -_ _ t AND D DRYER HDR HEADER R RISER mane Come _- _ .6 AT DBL ;DOUBLE HF HEM -FIR- . RAD RADIUS r„0Fla t CENTERLINE DIET DETAIL HORIZ. HORIZONTAL REF. REFERENCE i gt,,. __ _ Z�? ._.j.. ---. ��{�:'►"� �� �j; j'; j�' " { �,► "'. - Setback 1 00 I,101,:i0�13 �.-.--__._ Re uired Actual DIAMETER OR ROUND DEMO, DEMOLISH, DEMOLITION HVAC HEATING, VENTILATING, . REINR REINFORCE TABLE 6-1 u0i 1� 1v! a�;t-ice s'i f l.,` o ��'v`�' i`1:3 !'t� ii!M4 Front d PENNY (NAIL SIZE) DE DOUGLAS FIR -LARCH AIR CONDITIONING REQ. REQUIRED PRESCRIPTIVE REQUIREMENTS°•" FOR SINGLE-FAMILY RESIDENTIAL E. SIdeS �'N PLATE DH DOUBLE HUNG REV REVISION CLIMATE ZONE 1 HA- I N P ua,. I °0°�7 �i.P (�LAZII.jfo 20% S1:" 1 1 0/ POUND, NUMBER DIA. DIAMETER IN. INCH RM. ROOM t APROXIMATELY DIM, DIMENSION INSUL. INSULATION R0. ROUGH OPENING: DIN DINING ROOM INCL. INCLUDE(INCs) AB. ANCHOR BOLT ON' DOWN INT. INTERIOR SC SOLID CORE ABV. ABOVE DR DOOR SCHED, SCHEDULE. ACOUS. ACOUSTICAL DS DOILNSPOLIT JT JOINT SECT. SECTION ALT. ALTER4ATE DW DISHWASHER JST J015T SF. SQUARE FEET ALUM, ALUMINUM DWG. DRAWING S FLR SUB FLOOR AFF. ABOVE FINISH FLOOR KIT KITCHEN SH SINGLE HUNG ARCH ARCHITECTURAL EA EACH SHT SHEET line Type Area (square feet) 6L --� - 3•.. 'Replaced"- Exempt R ated •._. � I 3- New (Post 1977) 4 -i y -f -J. 6f 1 - Total Regulated Impervious Area Mid anon required i in excess o 20W - I I � d ;,2; i. Total Area Mitigated by EAsting Stormwater Management System(s) I <j ; f i i. Regulated Area Not Yet Mitigated. 1. A-rea Proposed to be Mitigated by Low Impact Development Techniques = U 1. Area Proposed to be Mitigated through Conventional SWM Techniques GYaZiT Gla2} U-Factor o ""' WaBt'` Wait+ Wall r^tl e CphonArea Door Cella�gZ ,,Vat3tted Iu>rnre ir3t ee I , ,= � ° SOD on % of Floor Vertical OVerheadl U--Factor ( Ceiling$) Grade t Betow Below ;�r j G� Gracie (;lade L 13% 034 OSO 0.20 R49 or R 38 R 21 ire R 21 R 10 R-30 R 10 R 38 adv TB 2' * 25% 032 0.50 020 RA9 or R 38 R 21 int7 R 21 R-10 R 30 R-10 R 38 adv TB 21 Lim- UnUmited 0.30 030 020 R-49 or R 38 R 21 i�� R 21 R-10 R-301 R-10 R-38 adv TB LT�.O?9 2' Rear _ 5,l" Q Other _ tfK l57 H E,41\7- : CFAs 11 r-, IQ A�-E. E.J. EXPANSION JOINT LAM LAMINATE SHTI-Ks. SHEATHINGReference Case BD BOARD EL. ELEVATION LAV LAVATORY SIM. SIMILAR BDRM BEDROOM ELEC. ELECTRICAL LIV LIVING: ROOM SPECS. SPECIFICATION5 BLDG BUILDING EQ. EQUAL LNDY LAUNDRY SQ SQUARE BLW BELOW EQUIP. EQUIPMENT LWR LOWER SS STAIN STEEL CONSULTANTS GENERAL NOTE 5_' BLIK BLOCK, BLOCKING EXIST. EXISTWs STL. STEEL SHEET INDEX. BM BEAM EXT. EXTERIOR MAS MASONRY. STOR. STORAGE BOT BOTTOM EW EACH WAY MAX. MAXIMUM SUSP SUSPENDED BRG BEARING MB MACHINE BOLT Michael A. George Architect 1. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE INCLUDING CAI COVER SHEET, PROJECT DATA 8RK BRICK FD, FLOOR DRAIN MECH. MECHANICAL T READ 922 First St. DIMENSIONS AND SHALL IMMEDIATELY REPORT ANY DISCREPANCIES TO BSl" BASEMENT FDN FOUNDATION MFD MANUFACTURED T4G TOP AND BOTTOM Snohomish, WA 98290 THE ARCHITECT BEFORE PROCEEDING UITH THE WORK. A2 MAIN FLOOR PLAN BTWN N BETWEEN FF. FINISH FLOOR MFR. MANUFACTURER TEG TONGUE AND GROOVE 360-568-1331 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK A3 SECOND FLOOR PLAN, DOOR & WINDOW SCHEDULES BYND BEYOND FIN. FINISH MIN. MINIML!'1 TC TRASH COMPACTOR AND MATERIALS IN CONFORriANCE WITH THE INTERNATIONAL RESIDENTIAL BU BUILT-UP FLR FLOOR MISC. MISCELLANEOUS TEL TELEPHONE mikeaia(c_yahoo.com CODE, 20dq,EDITI0N AS WELL AS ALL OTHER GOVERNING CITY, COUNTY A4 WEST & NORTH ELEVATIONS, WINDOW FLASHING F.O.C. FACE OF COLUMN MTD MOUNTED TEMP. TEMPORARY AND STATE BUILDING CODES AS REQUIRED. A5 EAST & SOUTH ELEVATIONS CAB CABINET FDF. FACE OF FINISH FACE OF STUDS MTL METAL T.O.P. TYP. TOP OF PLATE TYPICAL West Coast Structural Engineering Inc. 3• ELECTRICAL WORK SHALL CONFORM TC THE REQUIREMENTS OF THE A6 BUILDING SECTIONS CFM CH CUBIC FEET PER MINUTE CEILING HEIGHT F.O.S. FP FIREPLACE N.I.C, NOT IN CONTRACT 8620 Holly Dr. INTERNATIONAL ELECTRICAL CODE. C.J. CL. CONTROL JOINT FT. FOOT OR FEET NO. NUMBER URO UNLESS NOTED OTHERWISE Everett, WA 98208 4. MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CLCs. NE CEILING FTC FOOTING N f.S. NOT TO SCALE 425-347-8998 INTERNATIONAL MECHANICAL CODE. CLO. CEILING 1/B VAPOR BARRIER 5. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION SECURE S 1 FOUNDATION PLAN, SCHEDULES CLR CLOSET GA. GAUGE O/ OVER VERT. VERTICAL einail@wcse.net AND CLEAR OF DIRT AND DEBRIS, C.M.U. CLEAR GALY. GALVANIZED O.C. ON CENTER vFY. VERIFY 6. THE CONTRACTOR SHALL SCHEDULE WORK, AS MUCH AS POSSIBLE, To S2 UPPER (SECOND) FLOOR & ROOF FRAMING PLANS COL. CONCRETE MASONRY UNIT GAR GARAGE OF. OVERFLOW VTO VENT TO OUTSIDE AVOID INCONVENIENCES O EXISTING NEIGHBORHOOD PROPERTY OWNERS. S3 DETAILS COMP COLUMN GC GENERAL CONTRACTOR OPNG. OPENING 1. DIMENSIONS ON' THE' DRAWINGS ARE TAKEN' FROM FACE OF MASONRY CONC. COMPACTED C_FI GROUND FAULT INTERRUPT Opp. OPPOSITE W WASHER AND/OR CONCPZTE WALLS, TO FACE OF STUDS AND TO FACE OF COLUMNS CCNSTR CONCRETE GL. GLASS 055 ORIENTED STRAND BOARD W/ WITH UNLESS NOTED OTHERWISE.: WRITTEN DIMENSIONS TAKE PRECEDENCE CONT. CONSTRUCTION GLB GLUE LAMINATED BEAM W/O WITHOUT OVER SCALED DIMENSIONS. CPT. CONTINUOUS GWB GYPSUM WALL BOARD PEi;b= PERFORATED WG WATER CLOSET 8. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE L I MAIN FLOOR LIGHTING-ELECTRICAL C5MT CARPET GWB-X TYPE X GYPSUM WALL BOARD P.LAM. PLASTIC LAMINATE WD WOOD COMPLETELY PROVIDED AS IF DRAWN IN FULL. L2 SECOND FLOOR LIGHTING -ELECTRICAL GTR CASEMENT CENTER PLBG PLUMBING Pr5F PLYWOOD WP U1R WEATHERPROOF WATER RESISTANT S, THE CONTRACTOR $HALL PROVIDE ALL SHORING, BARRICADING, AND PS POUNDS PER SQUARE FOOT WWM WELDED WIRE MESH BRACING NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF THE ' PSI POUNDS PER SQUARE INCH BUILDING AND THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO AS -BUILT DRAWINGS PT. PAINT ENTER THE BUILDING DURING CONSTRUCTION. PL, PLATE 10. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED. 11. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS. E I FOUNDATION PLAN 12. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLAN:. 13• ALL CHANGES IN PLANS AND FIELD NOTIFICATIONS $HALL BE APPROVED E2 E3 MAIN FLOOR PLAN UPPER FLOOR PLAN FILTER FENCE" FILTER FENCE NOTES BY THE ARCHITECT. 14. THE CONTRACTOR SHALL VERIFY ROUGH -OPENING REQUIREMENTS FOR ALL E4 E5 WEST ELEVATION, SECTION EAST & SOUTH ELEVATIONS FILTER r L THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO FIXTURES AND EQUIPMENT PRIOR TO INSTALLATION. FABRIC-MIRAN-14CN OR EQUAL, ATTACH 2/ - 21X21X14 GA WIRE MESH OR 2X4 DOUGLAS FIR NO. I GRADE OR EQUAL THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTHSHALL BE SPLICED TOGETHER ONLY AT A 15. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS STAPLES OR WIRE EQUAL (ALT•STU FENCH POST. SUPPORT POST. WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY INDICATED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. RQG9 - (OPTIONAL.,SEE NOTES 4 1 6) FASTENED THE POST. 2. THE FILTER FABRIC FENCE -SHALL BE INSTALLED TO FOLLOW tHE 16. IF THE CONTRACTOR 15 AWARE OF ANY DISCREPANCY BIETWEEN THE WORK CONTOURS (LINEN FEASIBLE). THE FENCE PO-STS SHALL BE SPACED A AS SHOWN AND REQUIREMENTS OF CODES AND GOVERNING AGENCIES, MAXIMUM b30") - APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF NOTIFY THE ARCHITECT IMMEDIATELY AND AWAIT HIS DIRECTION. 3/4' MR DIA 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8,' WIDE AND 12" DEEP, 1-1. THE CONTRACTOR SHALL VERIFY DIMENSIONAL QUESTIONS WITH THI= _r1_1':T:FF WASHED GRAVEL EACH bipE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC FABRICTO BE BURIED. AI ARCHITECT..-, DO NOT BASE DECISIONS_ JIB! SGALEp DRAWINGS. _ 4. WHEN STANDARD -StREiJGtH FILLER FABRIC 19 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED -SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -PUTT WIRE STAPLES AT LEAST P LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A _MINIMUM OF 4° AND SHALL NOT EXTEND MORE THAN 30" ABOVE THE -�ORIGINAL -IT---TO 41-- GROUND SURFACE. 5. THE -STANDARA STRENGTH FILTER FABRIC SH�.LL BE STAPLED OR WIREDEXCLUSION THE FENCE AND 20 OF THE FARBRIC -SHALL BE EMENDED INTO THE OF SERVICES. - TRINCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30" ABOVE THE W 7 ORIGINAL GROUND SURFACE, FILER FABRIC SHALL NOT BE STAPLE TO OCT _ - - - - i m I-� EXISTING TREES. b. WHEN EXTRA -STRENGTH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MT BE ELIMINATED. IN SUCH A Ui1 GRAVEL FILLED CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC AND DO NOT INTEND TO SHOUT ALL DETAILS OR CONDITIONS Di1�iLa I VARIES TRENCH 1. THE TRENCH SHALL BE BACKFILLLED WITH 3/4- MINIMUM DIAMETER OF CONSTRUCTION. THEARCRTITECT NORMALLY P'ROVDES CLARIFICATIONS AND ANSWERS QUESTIONS IEEE NOTES 2 1 6) TYP. BURY FILTER FABWC IN A WASED GRAVEL. S. FILTER H FABRIC SHALL BE REMOVED WHEN TH1:Y HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN RAISED BY THE CONTRACTOR AND OTHER DURING CONSTRUCTION P14ASE SERVICES. THE ARCHITECT TOEREFORE ASSUMES NO LIABILITY J OR RESPONSIBILITY FOR ERRORS OR CONFLICTS WHICH OCCUR BECAUSE GRAVEL -FILLED TRENCH PERMANENTLY STABILIZED. - e. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH OF HIS EXCLUSION FROM FULL PARTICIPATION IN CONSTRUCTION PHASE SERVICES. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 410000 ■■ r� w t be tl2rEi `,he r�r�� V e )r rW I�z+1 O rrW�� w .8 2011 )�ErF�`qAn"1 fAEhl1' ,v0.11l',ONDS • "+'� -{-� Cq M O. Q. • U) aM do 0o L9 0 ,S- •CCi Cq GV •Cl) 0O Cif �c� C.0 ci C'Cl c� � P., G�•I �n Revisions Date 0 lip, to �I Project No. Date Drawn Mco Check He&