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BLD201902590 f E D,4f CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 -STATUS: ISSUED 03/26/2019 Penwt#: BLD201902591 I BUILDING PERMIT Expiration Date: 03/26/2020 L *P-mie -7-5-P��V_T,- EDMONDS Parcel Nci:QWQ;26Q@I 26QQ_0j0;Q6c)jjjj30%00 POINT EDWARDS MCLEOD CONSTRUCTfM Pup 40.11- � — ­"N C/O CRAIG GOODMAN SEN I 115 N 140TH ST SEATTLE, WA 98133 pr�&Z vei)mc (206) 545-7837 (P t P I'll e- &V- - OA 1+- 301 WATERIDAMAGE REPAIRS TO WATERPROOF DECK OVER LIVINGAREA VALUATION: $19,000 MCLEOD CONSTRUCTION LLC C/O CRAIG GOODMANSEN 1115 N 140TH ST SEATTLE, WA 98133 (206) 54S-7837 LICENSE 4: MCLEOCL95 I DD EXP�03/08/2021 PERMIT TYPE: Commercial PERMIT GROUP: 04 - Alteration/Remodel GRADING: N CYDS 0 TYPE OF CONSTRUCTION- VB RETAINING WALL ROCKERY OCCUPANT GROUP: R-2 OCCUPANT LOAD FENCE: 0 X 0 FT) CODE: 2015 IEBC/IBC IOTHER: ------- OTHER DESC: lZONE: INUMBER OF STORIES: 0 1 VESTED DATE: INUMBER OF DWELLING UNITS: 0 ILOT 4 EXISTING AREA [BASEMENT 0 1 ST FLOOR: 0 2ND FLOOR: 0 PROPOSED AREA IBASEMEN 0 1 ST FLOOR: 0 2ND FLOOR: 0 13RD FLOOR. 0 GARAGE� 0 DECK: 0 OTHER: 0 13RD FLOOR 0 GARAGE: 0 DECK 0 OTHER: 0 1BEDROOMS: 0 BATHROOMS: 0 — IBEDROOMS: 0 BATHROOMS: 0 FRONTSETBACK SIDESETBACK REAR S EIFBACK REQUIRED: PROPOSED: — CREQUIRED� PROPOSED: IREQUIRED: PROPOSEI)i HEIGHT ALLOWED:O PROPOSED 0 IREQUIRED: PROPOSED - SETBACK NOTES: I A Sf �ND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THEWORK AUTHORIZED THEREBY, NO CIT S LL ;,,PL04D IN VI ON OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION PERM INSURANCE AND RCW 18:27. THISr NOT IT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO = FIRE Christina Wavland Date 11�-j ATTENTION OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN' MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBCI 09/ IBC1 10/ IRCI 10. = APPLICANT = ASSESSOR = CITY CP f; Q) 0 (A "Ifto W ow STATUS: ISSUED BLD20190259 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thejob card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • 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. • SoundNoise originating from temporary construction s ites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pin on weekdays and 10:00arn and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise lirnits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • Nothing in this pen -nit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope ofthe permit application, regardless ofwhether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. THIS PERMIT AUTHORIZ_ES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDBIVALKS, DRIVBNAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC; 19.00.005(A) (6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: SeNces are now scheduled online. If you FIRE (425) 775-7720 3. Then: Perm its/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Fratning Repairs -Prior To Plywood • B-Fire-Rated GWB Ceilings • B-Building Final ESR-1153 I Most Widely Accepted and Trusted Page 13 of 21 FIGURE 313—ASSEIVIBLY B (One -hour Fire -resistance -rated Roof -ceiling or Floor -ceiling Assembly): Optional resilient channels directly applied to joists or trusses at 11 inches on -center, supporting both layers of gypsum board, are necessary to achieve sound ratings. Assembly Component Component Specifications Installation . Single layer of 48/24 span -rated, tongue -and -groove, sheathing . Nailed and glued to the top of the TJIO joists. (Exposure 1). Sheathing . Construction adhesive conforming to ASTM D3498 must be applied to . When used as a roof -ceiling the top of the joists prior to placing sheathing. assembly, the decking is permitted to be any wood deck recognized in the . All butt joints of the sheathing must be located over framing, members. code. . For TJIO joists spaced 24 inches on -center or less, attach ceiling to • Two layers Of 1/2-inch-thick NGC Gold joist bottom flange. Bondo Fire -Shield C gypsum board, . The first layer of gypsum board must be installed perpendicular to the or TJI joists and attached using 15/a-inch-long, Type S screws spaced • Two layers of '/2-inch-thick USG 12 inches on -center. The second layer must be installed with the Gypsum SHEETROCKO Brand FIRECODEO C joints staggered from the first layer. Board gypsum panels, . The second layer must be fastened to the TJI joists with 2-inch-long, or Type S screws spaced 12 inches on -center in the field and 8 inches • Two layers of 5/s-inch-thick, Type X on -center at the buff joints. . Type G screws, 11/2 inches long, must be spaced 8 inches on -center gypsum board complying with ASTM C 1396. and 6 inches from each side of the transverse joints of the second layer. The second layer must be finished with joint tape and compound. . Installed in accordance with this report, with a maximum spacing of TJI' 24 inches on -center for floor -ceiling assemblies. Joist TJI joist. * When used in roof -ceiling assemblies, the joists are permitted to be spaced a maximum of 48 inches on -center. (not Optional Minimum 31/2-inch-thick glass fiber . May be installed in the joist plenum when resilient channels are used. shown) Glass Fiber insulation or glass fiber insulation . The insulation must be placed above the resilient channels between Insulation rated R-30 or less. the joist bottom flanges. . Fasten perpendicular to the TJI joists using 1 -inch-long, Type S screws. When resilient channels are used, the first layer of the ceiling membrane must be installed perpendicular to the channels and attached to the resilient channels using 1-inch-long, Type S screws spaced 12 inches on -center. Optional RC-1 resilient channels spaced 16 The second layer must be installed with the joints staggered from the not Resilient inches on -center (may be increased first layer and attached using 15/8-inch-long, Type S screws. The ,h own) Channels to 24 inches on -center if the joists are screw spacing for the second layer of gypsum board must be a spaced 16 inches on -center). maximum of 12 inches on -center in the field and 8 inches on -center at the butt joints. Type G screws, 02 inches long, must be spaced 8 inches on -center and 6 inches from each side of the transverse joints of the second layer. The second layer must be finished with joint tape and compound. In roof -ceiling assemblies in which the TJI'D joists are spaced more than 24 inches on -center, the ceiling, including the resilient channels, must be applied to stripping spaced 24 inches on -center. The (not Minimum of nominal 2-by-4 attachment of the ceiling membrane to the stripping members must be similar to the attachment of the ceiling membrane to the TJI'D sh own) Stripping construction -grade Douglas fir lumber joists. for spans up to 5 feet. Attached to the joist bottom flange using a minimum of two 1 Od box nails into each bottom flange. Stripping materials of equivalent strength and attachment are permitted when approved by the code I I official. 2, 0 ?"'__ �4c' I g9- BUILDING PERMIT APPLICATION Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/, ATION: (Where the work is taking place) Job Site Address: Wine St, Edmonds Pa rce 1: 01022607530500 Lot/Unit/Suite#: 305 Subdivision: PROPERTY OWNER: Name: Janet Swanson %Aa Ul unit 305 Mailing Address: V Pine St, City/State/Zip: Edmonds Phone #: Email OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? El Yes Q'No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: Jura Sti Mailing Address: 1115 North 140th st City/State/Zip: Seattle , WA 98133 Phone#: 206.455.0411 E-mail: jstirbys@mcleodconstruction.com GENERAL CONTRACTOR: (if different from applicant) General Contractor: Mailing Address:_ City/State/Zip: Phone #: E-mail: WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: MCLEOCL951DD CITY OF EDMONDS BUSINESS LICENSE#: NR-025306 Office Use Only TYPE OF PERMIT (Provide 0 Accessory Structure/ Detached Garage Details on Page 2) 0 Addition [I Demolition 0 Mechanical • New Single Family/ Duplex 0 Plumbing • Fire Sprinkler El Remodel • New Commercial/ Mixed Use L1 Re -Roof El Signs El Tank 94enant Improvement VI(elther RWAAXL. Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation: 19000 PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished El Unfinished 0 1st Floor, sq ft: 2nd Floor, sq ft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: PROJECT DESCRIPTION Framing, roofing, and drywall repairs to existing deck I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: .111ra Stirbys Signature: jwq ��� Date 030419 iL - IL 51-011t APPROX AREA OF DECAY SHOWN SkADEO STANDING EXtST TILE PAVERS OYER PEDESTALS. OVER R]GIO KSJ-ATlCN EX15T. FRAMED U14LL BELOA TYP. 4 PECK PARTIAL L G1AF;VRAtL NOT &-kMN FOR C� UNIT 305 ECK PLAN N'E.'TENT OF DAMAGE SWO.-N 15 APPROX SCALE, 1/4" . P-0- NOTIFY PACIFIC ENSIR�UNG IECHNOLOGrES IF DAMAGE 6 GREATER THAN SHOUL TEMPORARILY REMOVE AND REINSTALL EXIST. GUARDRAIL POST AS RECUMED TO COI'� REPAIRS VERIFY r>05T. 2"# VENT HOLES TO FREMAN RIEMOVE AND F;EN*TALL EMT. PREFINISHED SWEET METAL COPING AS RECLIMED TO CONDUCT REPAIR& INSTALL NEW LAYER FOR11RIBER1 BUTYL SELF'ADHESIVr MEMBRANE OVER EXIST. LAP OVER VEFZr. MEMBRANE S" IlIK EXIST. COW. SCREENED VENT STRIP TO REMAIN. ED091 CONT SCREENED VENT STRIP TO REMAIN, TYP. EXIST. 7x TO REMAIN. REPLACE TO MATCH EXIST- IF DAMAGED- F PILL 2x CAVITY WITH SPRAY FOAM AS RECOMI'UNDED 13Y THE MANUFACTUR (R-38 Mw 14-1� AND REPLACE DAMAGED % EXIST. W[ROCW TO REMAIN V�l F�SL 3 VV x 13 WALL BELOIL TYR 111.1 x 11, PARTIAL NOTES, UNIT 305 DECK INS FLAN 12:1 QP SHORD40 AS NECESSARY SCALE, 11-11. COW. 12" STRIP OF FORTS5ER EUM OAF CIER PARAPET. UP UNOE�R PARAPET ROOF SELF-ADMEarvE ME�SRAN�- AID OVER ROOF MEMBRANE 3" MDL i STAIMI.ESS STEEL FASTENERS WITH LLEAT14ER SEALING GASOZTS M-USE FASTD4ERS. SET FASTE),ERS IN SEALANT " WOLEel pR:),ADE WEA7I.� EEALM WA$PERS, ON BOTH ODES OF GUARDRAIL POST. SLOPE COW. HARDEPANEL TO MATCH D45T. WIOVE AND RE"TALL EXIST. TLE PAVERS AAD PEDESTALS AS REDO FWCvE AND REK5TALL EXIST. RIGV INSUI-ATION AS F;EQV- I GTRP N NEW 02-1PATISLE BUILT -LIP R�OF ME�BRANE AS RECOlMERDED V, BY THE MAqFACTUF;ER ExTERD Lp PAR.APET WALL S" ABOVE TILE NEW PLYWOOD E'HEAT14w, EXIST. ROD MEMBRANE TO REMAIN City of I Edmonds BuDding Department APF�ROVED PLAN ST, SIP PARE REMAIN 2x EXaT. BENT P�LATE C40KT. LEDGER I.. T-T-Pl 7�7, �-, Gwe 6"rM ul L (2) Ty -C' C ATTACHED TO UNDf ATTV�7ER 11=2 V4" TYPE W OR '0' 1 5C4REWS AT T2"59PftVAWQQ-AN9> NTEFMOIATE BASE LAYER WITH 2" PLACED 2" BACK I.. TO MATCH! I SINGLE LAYER 518"GLUB TYPE W. REPLACE REPAIR NTEROR FRERES AS R!EQU9;ED. MATCH EXISTING COLOR AND TEXTW;r- -SECTION 11�1'c'OMEacr FRAmm SCALE. I w- - r-o-, SHOWN is c04� , P el 6z EXIST- P51- BEAM REF. I. REUSE OR REPLA LAG SCREWS NTO 2. E3LOCrJW. OF 2� e-s z �) - 5 -j - -c j r STRUCTURAL NOTE& CODE, TH THE STATE CF WASHINGTON I IVE LOADS, DECK LIVE LOAD IM PSF NAULS, RAILING SMALL BE IN AC�rANOE UV =I - ALL NAILS ,ZED 14AVE a Br T =AIV HEADS UNLESS NOTED OTHERWISE ON SMALL BE GALvAN A =TABLE 2304JOJ IN THE THE DRAWINGS. NAIL LENGTHS AND IDIAMIETERS SMALL BE AS FOLLOUJS� wd CIOMIMON 31 . 0.14811 DIA. lod 3:* x 0131" DIA. FRAMM CONNECTDRS� THE NOTATIONS ;4 DRAWINGS RELATING TO FRAMING CLIPS, JOIST MANGERS AND 0 R CON"Mr-T'Na DEVICES REFER TO CATALOG NUMBERS OF C4f'I'ECTORS MANUFACTURED By THE SIMPSON STRCW-TIE coMPA4Y, IDUBLDL CALIFORNIA EQUIVALENT IDEVIrES BY OTHER MAAFACTURPRS MAY BE WEISTITUTEID PROVIDED THEY 14AVE ICC.ES APPROVAL FOR EQUAL LOAD CAPACITIES. 0OKNECTORS SHALL BE FASTENED To THE FRAMING I'tEMEIERS USING T�E NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFA=RER, MANGERS AND CLIPS IN CONTACT WITH PRE-55URE TREATED LU113FR %tALL BE ZMAXM`D" GALVANIZED CONRECrOR5- ALL MANGER FA5TENER5 USED WITH 2NAXA4Orl GALVANIZED CONNECTORS SHALL E3E MoT-DIFpFD GALVANIZED PER A6TM A153 OR SOS SCREWS WITM DOUBLE BARRIER COATING. IRAI I Ut"IRPR 4 TIMBER IBER SMALL BE GRADED IN ACIC;ORD� U I H CURRENT UUPA STANDARD GRAO'W' RULES FOR WESTERN LUMBER USE THE FOLLOUMW, OPECIFB AND MNIT'IUM GRADE, MAILERS, PLATES 4 SILLS HF�-Fl , -2 F. :845005 P JOISTS WFM-PIR -2 F� ALL PLYWOOD SHALL BE APA RATED 5HEATMM, EXPOSURE 1. GRADE C-0 WIT14 A MIN. SPAN RATING or 40/20 FOR FLOORS. ALL ABUTTING PANELS SHALL 14AVE VV'GAP AS REC'OTVIENDED By AMERICAN PLyUjOM A550CIATIOK APPLY 23/32" MyUk= RAILEP To JOISTS AND, NAILERS, Wrn4 Wd NAILS AT ell OC. AT ALL SUPPORTED PANEL EDGES AND AT t2l, OC, ALONG INTERI-IEDIATE 5UFPORTS- BLOCK ALL EDGES - APPROVED E DEPA ENT CIO RECEIVED lod NAILS AT 4" Or- TOP AND BOTTOM CAIZERUT REMOVE MST. FOAM CORE MAR 12 2019 AT EDGE OF SIP PANEL AND IKSTALL NEW KILL LENGTH 2x SKINE (AS AN ALTERNATE, REMOVE THE SIP PANEL BACK TO THE NEAREST 2. SKINEJ BUILDING EX4ST. SIP PANEL 09 2 p MV-104 022" .4" LOW. SDw 6CREWS AT 6" Or- CITY OF EDMONDS d) FILL CAVITY WITH SPRAY FOAM BUILDING %PARTIVIEN'F--jtw- 2. NALER WORK RFIiOVE 1*0 REFI-UM -7 A 12) !LAYERS t4l", DAMAGED ELOPED SH" ADDRESS S TYPE I - CAB 2. JOIST PER PLAN WITH In" TYPE IC'SW OWNER A l0d RAILS AT 6" Or CAB FINISH LAYER 7." -7 APPROVED DATE: BLDG. OFFICIAL: sr=croN 'ADDITIONAL IN�IATION rM SCALE, 1 1/2" - 1'-0" NOT SNOW REF. EE PERMIT NUMBIE[Iltd6t - I 1-nin 71 ALL C=CN Is I 4a Job No. Iw3a00 f-Ar @==424=15 . )Zg,4eA� A e--- ll�e 132-1-�) 2cof &%A"