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1036 DALEY ST.PDF11111111111111 10722 1036 DALEY ST ADDRESS: TAX ACCOUNT/PARCEL NUMBER: V ��t Z�LI�jot ( m BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: r�� - J1 CRITICAL AREAS � 1 DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): I�0DIq 1 Wl l� Rh 7_ i l � JCS) ZW2 OO ' 6U,d� PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: LL SHORT PLAT FILE: LOT: I BLOCK: v SIDE SEWER AS BUILT DATED: SIDE SEWER PERMITS) GEOTECH REPORT DA' STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: OTHER:�(WJ b Z-2 1 1l2(5WWe� �o LATEMP\DSTs\Forms\Street File Checklist.doc ,City • Edmonds.,.-: Da.te'Rec d• qJ Development Service_ s Department City Receipt #: C Planning Division °'' Cr'itlO[Areas"Flee#: Phone: 425.771.0220 Critical Areas Checklist,Fee: $45.00 Fax: 425.771.0221 Date, Mailed* to Annlicant: 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 Edmonds prior to, his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas . are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil` surveys). A 'property owner; or his/her authorized representative, -- -must, fill out the checklist;' sign and date, it, and submit it to the City. The; City. will.: review the. checklist; make a precursory site visit,, andmake a determination of the subsequent= steps necessary -to complete a development permit application. Please submit a vicinity map, along with the signed'copy of this form to assist City staff in finding and locating the specific piece of ' property described on this form. In addition, ' the applicant shall include 'other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant,'and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attomey's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits hergynth submitted are true and correct to the best of my knowledge and that I am authorized to file this apocationgn tt> half of the owner as, listed below: SIGNATURE OF APPLICANT/AGENT DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER : DATE f . PLEASE PRINT CLEARLY Owner/Applicant: Name _�,/ 1 tO3 6 Sri Street Address i� twyaf ��,4 W02-0 City State zip / Telephone: `7"a 7 Email address (optional): Ap r*nt Representative: .✓.v 57' �z2 ✓t Name 9( LZ 'ZOO Street Address. City State Zip Telephone: -;771- _5 Z43 Email Address (optional): Critical Areas Checklist.doc/3.19.2001 .0 'cal..Area eckl A File No: 0�z s�, iS Site Information(soils/.topography/hydrology/'vegetation) a 1. Site-Address/Location: i 03(P 'PtE �� /ee 2. 'Property Tax Account Number 3. Approximate,Site Size (acres or square feet):.-':,. 4. Is this site currently developed? A yes; no. If yes; how is site developed? 5. Describe the general site topography. Check'all'that apply. 4, Flat:: less than-5-feet elevation. change over entire site. Rolling: slopes on site generally less than 15% (a vertical' rise of 10-feet over a horizontal distance -of 66-feet). Hilly: slopes present;on site;of 919re,than.15°,6,and less than 30°,6 '(;a,vertical rise of 10-feet overra horizontal distance of 3(to 66-feet): Steep: grades of greater'than 30%``' resent on site (a vertical rise of 10-feet over a horizontal 'distance, of less than 33-feet): Other (please describe): 6. Site contains areas of year-round standing water:. Approx. Depth: 7. Site contains areas of seasonal standing water: /1fO ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway D floodplain of a water course. 9. Site con4ns a creek or an area where water flows acrgsskthe grounds surface? Flows are year-round? X/lpFlows 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: Critical Areas Checklist.dod3.19.2001 APPLICATION for The City of Edmonds SIDE SEWER PERNIIT EASEMENT No ........................................... NEW CONSTRUCTION ❑ REPAIRS ❑ 118-04400 oWNER........... Ri.1.1.iam..A.-..dQh1 aan................................................... CONTRACTOR....---------------------------.....---------.............------.....----------------------------- PERMIT No....................... ADDRESS ....... 1035.IOPY...St............................................................... LEGAL DESCRIPTION: LOT No. .............................................. BLOCK No............................................. • C� • NAMEOF ADDITION......................................................................................................................................... Dye Tested On Sewer 1972 Approved: DATE................................................ By....---............................................................... Z Q U a a Q as C] a O U w ca O H CITY OF EDMONDS PUBLIC WORKS DEPARTMENT RIGHT - OF - WAY CONSTRUCTION PERMIT A. *Address or vicinit of Construction Z 0 Owner: _J DJJ a Z&ddif C—C) Name /0 G�o MAXt— s ` M fling Addr ss �71.(/ o)A City, State, Zip Code • Contractor: Issue Date ea, AU G 1 91982 • Permit Issued To: Xqa• Type of Work to be Done: 'fieWpr I i'nQ­ • Work in Connection With: ❑ Sub or Plat % Single Family ❑ Comml. / Ind. ❑ Apt. Condo. • Pavement Cut: V Yes ❑ No Name /O 4�7 S9 S4. A'� M Failing Address V State License Number A City, State, Zip Code Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE B. APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be 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, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required �n�lLn� Call 775-2525, extension 220. I understand that this permit ust be avai at the job site for inspection purposes at all times. Signature: Date Owner or Agent * THIS PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES �t CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authorized: Void after '3n days Special Conditions: Permit Fee: 0-30. Q(0 Security Deposit: Xoa3.00 eceipt No 0%21 6,1 i Pn Ammendments: Street Cut Dimensions X / 0 = o?/% 0 0 7 //b7.On * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TO: W � Q H W H 0 SUSPENSE DATE: # SUPERINTENDENT Investigate and Report Take Appropriate Action Prepare Ietterlmemo for my signature For Information Previously Ref'd Status of Action? Return to: OFFICE ADMINISTRATOR BUILDING & GROUNDS FOREMAN UTILITY BILGING / EQUIPMENT RENTAL FOREMAN STREET DIVISION FOREMAN .YC� WATERISEWER FOREMAN TREATMENT PLANT FOREMAN COMMENTS: FROM: DATE: ��,� uv. 1. �. '................... _....... Distric.,� City of Edmonds ---Water Department TAP CARD Date ....... .. ...t .... .. ` .......... No............................... No ......................................... Meter Tap Size.............................. Size............................... Mf grs. �...2tyle ....................................:.. . ... ..............For r............................................................................................................................................ 3 .................................................. _.................................. _.................................. _...... ........ Lot No ................................. .......... Blk. No .................................................... Add. ...................................................... ........... Service Location ..... ......... ............. MeterLocation.............................................................................I.................. .......................................................................................................................................... MakeTap ....................... _...................................................................................... ............................................. .................................................................... ........................ Pressure.............................. lbs. Test ................................... .% SendBills to......................................................................................................... i Wor ............... .. ." f�-,3 Dateof ..................................... a ..`�........................................................ Foreman Guar. Voucher No ........................................... $.................................... ...... Remarks:............................................................... .........................................................................................................................._..... ........... ............................... _........................................ . U.................................................... � ........... ..........................................................................................................................._............. ........................................................................................................................................... .................................................... ..................................._......................... ......... _ . ............................................................................................................................... . OUTGOING Index .......... Reg ....... Route Bk......... Stencil ...... Card ..... ... INCOMING Index ......... Reg ...... Route Bk......... Stencil ...... Card ........ a terial C,—,r9 eable to Installation Meter s No. SIZE DESCRIPTION RATE AMOUNT, Meter......... ............................. . ... ........ ............. .... .... ...... --- Meter Box ......... -------------- ­ .............. "*** ....... ... ...... .................. ..... ---- Meter Plate ....... ..................... .............. ............. .......... . . .............. .......... Check Valve .......................... .............. -- --------- Pipe, Galv. Screw .................. .............. --** ....... * ......... ............. .......... ------------- ---------- Nipples .................................... .............. .......... -------- ---------- Bushings ........... ....................... .... ........ .. . ......... .......... ............... .......... Plain Ells .......... ..................... ---------- .............. .......... St. Ells ................ .............. ...... .................... .............. ... ...... Tees ...... ------- ....... ... ............... ............ ....... . �4 ............. .......... .............. ....................................... .............. I ............ ......... ----------- ---------- ----------------------------------------------------- ......... ........... ..... ............ 1— ....... ... ........ . ...................................................... .............. ............ ........... ............... ......... ..... .............................................. .. ............ ........... .......... . .......... ................................................. .... .............. ........... ........... ..... ..... . ........ ... I ............ ................................ .... .............. ........... .......... ............. .. ................................................. .... ........... ........... Material Chargeable, to Taps Connected NO. , SIZE DESCRIPTION RATE AMOUNT .............. .......... Pipe, Black Screw ............. .............. .......... Pipe, Galv. Screw .................. ............ .............. j ....... / . ;m, ..... . Lead Connections ............ Curb Cocks ............................ .. ....... ..... ------ ...... .... .. :r/- -Y Corp. Cocks ............................. .... ............. ......... .............. .......... Unions .................................... ............. ---------- Saddles ................................. ......... ............. .......... Nipples .................................... .............. ............. . . ........ .............. ......... Bushings ............................. .... .... .... ........... ...... * .... " --- ............. ......... Plain Ells ...................... --------- Ills .......................... ... ............ Tees e . ........... .............................. .............. . . . ....... ... .......... ...... ........ ......... Curb Boxes ............................ ............... ............... ........ I .. .......... ........... .......... S. O. Extensions ................... ............ ....................... Gates ........................................ .. . . ...... 1—.1.e.. Plugs ......... - --------------- --- Couplings .......... .............. ------------- .............. ............ ------ --- ....... �t ........... ............ ... ....... Gate Boxes ............................ ............... ............. .... ............ ............ ............ .......... .......... .......... .............. --- 7 .... . ..... ---------- ................................................... ........................................................... ........................................................... .............. .............. .............. .............. ------ - ....... ............ ............ . ..... . ....... . ............ ............ ........... ............ ....... ........... .......... .......... .......... ...................................... .......... .......................................................... . ....................................................... :1 .. ......................................................... . .................... ........................................................... .............. .............. ..... -------- ............... ............ ............ ............. ............ .......... ........ ............ ........... ............ ........................................................... Hours Time —Day Men ..... Hours Time Monthly Men..... .............. ............ .... ....... ...... ... . .... .... .......... Hour,9 Time —Auto . .. ...... ............ ... Superintendence ...................... I . . ...... ............ .... URC 310 9 1 2 SM r: r'• i' H 1 THE ISSUANCE OF THIS PERMIT REQUIRES UPGRADE OF SMOKE DETECTORS IN THE FOLLOWING LOCATIONS: ° IN EACH SLEEPING ROOM. ° CENTRALLY LOCATED IN HALLWAYS OR AREAS ACCESSING SLEEPING ROOMS. WHEN SLEEPING ROOMS ARE ON THE UPPER FLOOR, SMOKE DETECTORS MUST BE INSTALLED NEAR STAIRWAYS. ° MINIMUM OF ONE INSTALLED ON EACH FLOOR, INCLUDING THEV EMENT. STRUCTURAL NOTES DESIGN VALUES USED FOR THIS PROJECT: LIVE LOAD/FLOOR 40psf DEAD LOAD/FLOOR 12psf ' LiVE LOAD/ROOF 25psF DEAD LOAD/ROOF 10paF STAIRS 100paf ALL MATERIALS AND WORKMANSHIP SHALL CONFOFP'l TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODES. CONCRETE: water cement ratio = .58, design strength of 25004, psi 5 1/2 SACK MIX FOR. CONCRETE ALL REINFORCING STEEL OF 05 AND LARGER BARS SHALL BE GRADE 60 DEFORMED BARS, AND "3 AND "4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM SPECIFICATION A-615. UNLESS NOTED OTHERWISE ON THE DRAWINGS. WELDED WIRE FABRIC SHALL CONFOR"i TO A5TM SPECIFICATION ,44e, AND SHALL BE bx6-WI.4XWI.4 UN.O. ON THE PLANS. LAP ONE FULL MESH AT SPICES. REINFORCING STEEL SHALL 15E SECURELYTIED IN PLACE WITH 016 DOUBLE ANNEALED IRON WIRE.APPROVED WIRE OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE 1`15P-2-SO. LAP ALL 5PLICE5 32 BAR DIAMETERS MINIMUM UNLE55 OTHERWISE 5H0WN. PROVIDE ELBOW BARS (32DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS, WALLS AND BEAMS. PROVIDE 2-"5 ALL SIDES AND 1-05x4'-O" DIAGONALLY AT CORNERS OF ALL OPENINGS i'-&" OR MORE iN ANY DIRECTION. EXTEND 2'-0" PAST OPENING OR HOOK. DOWEL NEW WALLS TO EXISTING WALLS AT fro" INTERVALS WITH 5/8"xl'-6" LONG PLAIN DOWELS DRILLED 6" INTO EXISTING CONCRETE., CONCRETE COVER FOR REINFORCING STEEL CLEAR DIMENSION (UN.O. ON PLANS) USE PROTECTION SLAB AND WALL BARS: 3/4" INTERIOR FACES 3/4" EXPOSED' TO WEATHER OR EARTH 2" (% AND LARGER) OR 1-1/2" (S AND SMALLER) FOOTING BARS 3" FROM BOTTOM SLAB ON GRADE 1-1/2" FROM TOP FRAMING: Framing lumber to meet the Following minimum standardst Beams as noted on drawing, DF02, Glu Lam, PSL, LVL Shear wall panels to comply with UBC section 2320 or.Simpson shear wall panel per drawing Exterior bracing to be 1/16" OSB sheathing (or equal) vertical w/Sd mails at 6" OC edges, 12" OC field, per UBC table 23-1-0. All hold downs and tie downs per these drawings are recommended, builder may substitute equals. Studs, plates and misc. light Framing to be DF'"2 or better U.N.O. Framing specifications as noted on drawings, 2x at 16" OC typically Plates supporting trusses, DF112 Prefabricated trusses to be deafened by a licensed structural engineerr (provided by supplier). Roof sheathing to be '1/16" 05B sheathing panels placed perpendicular to rafters, nail w/8d nails at 6" OC edges, 12" OC at intermediate supports. Subfloor to be 3/4" T and G plywood, glue and nailed I' I0.0c' 10' SETBACK LANE - - - - - - - - - - - - - - - - - - EXIST I � mI SHED I I I /%/,7ii�; "IX , j PROPOSED///�/, IZ � i I� 'ADDiTION�. J I V NI! IWI I I I p I ExI571NG RESIDENCE I i i I I i I I I I PAvE� 1 DRIvEw4Y � I I � 'I I 2 E `T. Y B I •IP2 - - - - ----- --- - 01 i 20' 5ETBACK L INE El 10,00, F.,ock joists at bearings and 8 intervals, provide double joists under parallel partitions as required PLOT FLAN by 1-joist manufacturer. Provide Fireblocking at 10' max intervals vertical and horizontal spaces, in concealed spaces SCALE: " . z©'-©" between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the. walls under the stairs are unfinished, in openings around vents, pipes, ducts, chimneys,- fireplaces and similar openings. ' Any request for modification, variance or other All wood in direct contact with concrete or exposed to weather shall be treated. administrative deviation (hereinafter "variance)Structure I panels to be stamped "EXPOSURE 1" or "EXTERIOR". specifically must be 5 Pipe insulation, all water pipes in unheated spaces are insulated to at least R-3. p y Called out and identified. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any- items not to code specification. DISCLAIMERS: Square Footage is measured to outside Face of walls. Stairs are counted per each floor. Contractor shall be responsible for all required safety precautions during construction. Contractor to„review and verify all dimensions and drawing content prior to construction. Mechanical and electrical layout and design are to be verified and approved by Electrical/Mechanical contractor. Truss and I-jolst suppliers to verify layout and design and provide engineering of these products. Designers responsibility is limited to drafting, designing, revision of errors or omissions. Written dimensions have precedence over scaled dimensions. •Designer is to be consulted concerning any design changes and/or omissions concerning structural design to drawings labeled "NORTH BOUND DESIGN". Design alterations, substitutions and/or omissions to plans by product supplier, contractor, or home owner are to be verified and approved by the designer. FAILURE TO NOTIFIY THE DESIGNER PRIOR TO CHANGES WILL WAIVE ANY LIABILITY OF DESIGNER FOR PROBLEMS THAT MAY OCCUR DUE TO AN UNAUTHORIZED CHANGE. Fz5CVV5® APR 2 i 2002 DEVELOP�MYECTR. OF EDMOmDS -- DALE" ST--- C.i Tl BUILDIN WORK-� - .v . r "1 I-ICIA LG - �. La 01; SETBACKS. FRONT 1. - SIDE �► - REAR OTHER HEIGHTI l ' ti� 44k {i4 ..,,. j =� R HE!CsNT CALCULATION A - •102 AVERAGE 409'/4=102' Ey _ .102 MAXIMU' i 102' • 25' = !21' C - •102.5 ACTUAL !Iro' D - IC2.5 Orlw DATUM .100 PROJECT. ADDITION TO EX15TING REAR MASTER BEDROOM TO ENLARGE AND ADD WALK IN CLOSET AND MASTER BATH. PROJECT SUMMARY: Y v nT L.IM E STAKES it,MUISST MAIN FLOOR ADD ITION = 345 SOFT. BE 1N PLACE AT TIr;�,Ef-OF EXISTING MAIN FLOOR = 1156 SOFT. FOUNDATION EX15TING GARAGE/SHOPS = 280 SOFT. EXISTING SHED = 100 SOFT. TOTAL NEW AND EXISTING = (HEATED) 1501 SOFT. TOTAL IMPERVIOUS AREA = 1881 SOFT. LOT: 6,050 SOFT. .ALL EXTEI M, RE. UILT OR LOT COVERAGE: 2390 HEAT SOURCE: C- 45 FIA RELOCATED ELECTRICAL UTILITY AND/OR SEWER SYSTEM: PUBLIC SERVM SHALL BE PLACE UNDERGROUND WATER D 16TRICT: PUBLIC GLAZING: i8% PARCEL NUMBER: 00 4342 043 011 00 51TE ADDRESS: 1036 DALEY ST. EDMONDS, WA. S6020 OWNER: JERRY AND GAYLE FRANKLIN LEGAL DESCRIPTION: CITY OF EDMONDS BLK 043 D-00-E 22 FT OF LOT 11-ALL OF LOT 12 PLUS NI/2 VAC ALLEY W18FTOFLOT 13 FREvl5ION5: 0 _W U o A U 0 Z t'- t—' 1L Q r F" ILIL5 CV J W z DATE: 4/02 DRAWN BY: DESIGN BY: KATHI ST. PETER PROJECT NO.: 10-02 STATUS: 11 c l 0 STREET FILE S*rR-P.s-r tco- It LL , ILE