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HomeMy WebLinkAboutPermit D19-0313 - SUNWOOD CONDOMINIUMS - REBUILD CARPORTSUNWOOD CONDOMINIUMS - CARPORT 9 15235 SUNWOOD BLVD - CARPORT 9 A P N : 8141400000 EXPIRED 06/22/2021 D19-0313 Parcel No: Address: Project Name: �� �� City of 77uK^w^0a Department of Community Development 63OOSnuthcenterBoulevard, Suite #10D Tukwila, Washington 98180 Phone: 206-431'3670 Inspection Request Line: 206-438'9350 Web site: http://wm/xv.Tukw/i|aVVA.nov DEVELOPMENT PERMIT 8141400000 Permit Number: 15235 SUNVVOODBLVD'CARPORT 9 Issue Date: Permit Expires On: 5UNVVOODCONDOMINIUMS ' CARPORT 9 Owner: Name: Address: Contact Person: Address: Contractor: License No: Lender: Nome; Address: ,,VVA [A55ANDRA[HEATHAM l66lEOLIVE WAY, 5TEZOO,SEATTLE WA, 98102 CHARTER CONSTRUCTION INC 980GHARNEYST,SEATTLE WA, 98108 [HARTCI71PM 25235SUNWOODBLVD,TUKVV|UA, WA, 98188 Phone: (206)682-521I Expiration Date: DESCRIPTION OF WORK: REBUILD EXISTING CARPORT. WORK INCLUDES DEMOLITION AND RECONSTRUCTION OF TIMBER FRAMED 4-BAY Project Valuation: $50,00000 Type ofFire Protection: Sprinklers: NO Fire Alarm: NO Type ofConstruction: N Electrical Service Provided by: TUKWILA Fees Collected: $1,761.85 Occupancy per IBC: U Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted bythe City ufTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code; VVACities Electrical Code: VVA[Z96-46B: Energy Code: ublic Works Activities: ChanneUzation/Sthping: [urbCut/\oceos/Sidemm|k: Fire Loop Hydrant: Flood Control Zone: Hau|in8/OvenizeLoad; Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number: O No Permit Center Authorized Signature: Date: | hearbycertify that | have read an70"'mined this permit and know the same to betrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume to give authority to violate orcancel the provisions ofany other state orlocal laws regulating construction urthe performance nfwork. |amauthorized tosign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Nan)-e, This permit shall become null and void if the work bnot commenced within l80days for the date ufissuance, or if the work is suspended orabandoned for aperiod nfl8Udays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PER -MIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall bekept at the site ufwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requirements for special inspection. 6: There shall benooccupancy nf abuilding until final inspection has been completed and approved hy Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy can beobtained atCity Hall inthe office ofthe City Clerk. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. lO: Preparation before concrete placement: Water shall beremoved from place ofdeposit before concrete b placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall beremoved from spaces tnbeoccupied byconcrete. ll: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall beprovided tnthe building inspector. 12: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to -be a permit for, or an approval of, any violation ofany of the provisions ufthe building code urofany other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City ofTukwila shall not bevalid. The issuance ofapermit based anconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (28G)438-9BSD 1700 BU|L0mGF|NAL** 0201 FOOTING 0409 FRAMING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. I 0 313 Date Application Accepted: Date Application Expires: -.2..(0 -1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION King Co Assessor's Tax No.: f3tqp/c) Site Address: ic05.--5144.44ta Oti Iim4titst4 ci3t5t Suite Number: Tenant Name: Suuwoost Ort4611,011401 004 New Tenant: 0 . Yes ..No ••••=.•11D PROPERTY OWNER Name: S V411,/OOD CeOPPI / 41 N" H17/1 Address: .- S1440004 1314. City: .1-4.4,, State: wty- Zip: MO CONTACT PERSON — person receiving all project communication Name: CAC,54AIDO Wirrit Ail Address: b& f 640- otivt kty Ste 2-490 City: -Elle.. State: WA, Zip:002 Phone: 24,c,n,5-2,„ Email: otscohottio 6 i i 1 pArnarc tt ilec+5 . 00111 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: ga i_ovue.4 mc, pi toesrs. I Address: 1 64, I e.ast, otive w City: f/ eit-t-i-( State: W Zip: 0/02.. Phone: Email: 4;96/6(0 leabtoit a raiitec-is ,ca,,, GENERAL CONTRACTOR INFORMATION Company Name:drn, Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: ARCHITECT OF RECORD Company Name: 141,6144fii oitzeit tree43 I 4440, Address: gs,6,./ s.4..,.. ape. wste.7.4)D City: ....art,t,State: 4. Zip: eigyoz i71 Phone: Email: ..bdi e koributre everA4 44015 • COM ENGINEER OF RECORD Company Nam):7~ 04/ite(te5/ /Ifte... Address: City: State: Zip: Phone: 1/24-'82/,—ifg-00. Email: LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: % vttiwnp coop tok Address: 1 cl, •'' s/ &tato) cal. 6 vl City: ilk LV4 I IR State: wt(t- Zip: ggfi .81f MONTHLY SERVICE BILLING -or-WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: WAPermit Center (Rachelle)\Applications\Word\Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed information): Ktidu-ili €5 4IOV. Wibile- /;1 C Gto 001610( 01701 aid recwisilsta-iPn h 1,40- AP-.41 q-ba, Cji re ce(1- • Will there be new rack storage? LJ.. Yes 5 WO Existing Building Valuation: $ V. No If yes, a separate perrnit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior RemodelStructure Addition to Existing New Type of Construction per IBC Type of Occupancy per IBC Isi Floor rd Floor 3Td Floor Floors thru Basement Accessory Structure* Garage 0 Attached 0Detached Carport EjS Attached Detached ilt°9f • Covered Deck Uncovered Deck .. ANNING DIVISION INFORMATION —206-431-3670 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: y ckaAve) Compact: Handicap: Will there be a change in use? Ej Yes )4 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS —206-575-4407 0 ..... Sprinklers 0 Automatic Fire Alarm 0 None EJ.......0ther (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building'? Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0 79 0 ...Permanent Water Meter Size (I). " WO # (2) " WO # (3) " WO # 0 ...Temporary Water Meter Size (I). " WO # (2) " WO # (3) " WO # 0 ...Water Only Meter Size ,, WO # 0 Deduct Water Meter Size 19 0 ...Sewer Main Extension Public El Private 0 0 ...Water Main Extension Public 0 Private 0 WAPermit Center (RachelleYiApplications \ Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 % PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 LITHO Signature: Print Name: Mailing Address: Date: #'79 Day Telephone: c9Ot) W1-1 9v8-roc;— City Statc Zip WAPermit Center (Rachelle)\Applications \ Word \Construction Permit Application Revised 6-2019idoci; Revised: June 2019 Page 3 of 3 DESCRIPTIONS Cash Register Receipt City of Tukwila ACCOUNT 1 QUANTITY PAID PermitTRAK 72 10 D19-0311AddreSs:15235SONWOODIBLVO'CARPO8T n: 8141400000' Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R20731 $72.10 Date Paid: Tuesday, May 12, 2020 Paid By: MATTHEW BROWN Pay Method: CREDIT CARD 243151 Printed: Tuesday, May 12, 2020 2:44 PM 1 of 1 CRWSYS TEMS Receipt Number DESCRIPTIONS PerrnitTRAK ACCOUNT QUANTITY PAID $1,110.12 D19-0313 Address: 15235 SUNWOOD BLVD - CARPORT 9 Apn: 8141400000 $1,110.12 Credit Card Fee $32.33 Credit Card Fee R000.369.908.00.00 0.00 $32.33 DEVELOPMENT $1,027.66 PERMIT FEE R000.322.100.00.00 0.00 $1,002.66 WASHINGTON STATE SURCHARGE B640.237.114 0,00 $25.00 TECHNOLOGY FEE $50.13 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18993 R000.322.900.04.00 0.00 $50.13 $1,110.12 Date Paid: Monday, November 04, 2019 Paid By: JAMES SLUGA Pay Method: CREDIT CARD 004162 Printed: Monday, November 04, 2019 4:08 PM 1 of 1 SYSTEMS 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/04/2019 04:07:53 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $1,110.12 APPROVAL CD: 004162 RECORD #: 000 CLERK ID: frankie X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila Receipt Number R18688 PermitTRAK D19-0313 Addre DEVELOPMENT 235 SUNWOOD BLVD F'OOL Apn: 8141400000 PLAN CHECK FEE R000.345,830,00.00 000 $651.73 $651.73 $651.73 $651.73 Date Paid: Thursday, September 26, 2019 Paid By: KILBURN ARCHITECTS LLC Pay Method: CHECK 9011 Printed: Thursday, September 26, 2019 1:57 PM 1 of 1 SYSTEMS INSPECTION NO. CITY OF TUKWILA BUILDING DIV 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit PERMIT NO. SION (206) 431-3670 'Project: " F AO aw 4 /�►'m..5`y Type oflinspection: ROOF" Sjr .. J/s1 , Address: tiN Date Called: Special lnst -uctions: Date Wanted: a.m. Requester: Phone No: NApproved per applicable codes. Corrections required prior to approval. nspector: Date: REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: --,fi Type of nspection: Address: 45y5" 62i,uutr1 29z_7 Date Called: Special Instructions: 9 Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: pao nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 3670 Permit inspection Request Line (206) 438-9350 Project: a—ihtik1XL NOM Type ofinspection: Address: /5'2 35-P- „571 A42022 B14,J0 j ,Date Called: Special Instructions: Ce4747fibR7- , Date Wanted: a.m., p.m. C? Requester: 26* -71F-lie, Mn-77- Phone No: Approved per applicable codes. Corrections required prior to ,approval. COMMENTS: , • 3/ X i C get"? .4A 4 ,C) 57 7z3 oy c 0 v:es/ /9-7— /g0770,14 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: Type of Inspection: Address: /52 3� 57N1 &N) BLit Date Called: Special Instructions: enPrePORr 9 Date Wanted: 3--2 .2O a.m. p.m. Requester: C:l a -2-5-3 4C`O-5 Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENT Inspector: Date: ©2 6 at) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �1c1- 0313 PERMIT rio. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project; Type of inspection: 6- Add ess» /,. £ VP Date Called: Special Instructions: •Date Wanted: '--i 7 a.m. p.m. Requester: Phone No: riApproved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D1 -63 / 3 Project: Type of n pec on: Address: 5.2 as- ...su...4...x., Date C lied: 4Special Instructions: Date Wanted: Z ° 2 a.m. P.m. - ZAttt Req ester: Phon N : , LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4,4 e / ' z, 451P : REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DEI. PROJECT NAME PROJECT it DIBBLE ENGINEERS INC swim SOW/11137E TO (E) W0001 (Ar, SHEET,/ DATE REVISIONS No c.':anoes snal! to tie sLoDe of WO1K 1101410U1 0, val of the Tukwila Building NOTE: Revisions will reauice 3 new plan submittal and l'a\, nowc,r, 1.1:1;,n3' plan review. posT PE SK-1 FILE/COPy/ Permit No. DIAc 092 Plan review approval is SuPteCt to errors aria omissions Approval of construction aocuments aoes -lot authorize the violation of any aaootea coae or orainance Receipt of approved Field Copy and conditions is acknowledged: By Date: CayofTwcwIli- NOT SALL F4KYFE-1Z AIVINUF REVIEVVED FOR CODE COMPLIANCE APPROVED /7 BY LJfl SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing LJ Gas Piping City of Tukwila BUILDING DIVISION scomBE y< RE.INF pER S I (E) ASPHALT /// (3;1 7/ A1'.?Pi-IALT 7./ FIG DOtAIEL.. vFiZT, f2,E.INF. IN TO LE ) RT 1,4f POKY F) come_ FTG RECOMMIENIVI-TIONS RECEIVED CITY TuKWILA MAR 2 2020 eENTER lei m3 REVISION 03/18/2020 PERMIT CCORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0313 DATE: 03/25/2020 PROJECT NAME: SUNWOOD CONDOMINIUMS - CARPORT 9 SITE ADDRESS: 15235 SUNWOOD BLVD Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: uilding Division Public Works Fire Prevention Structural n LI PRELIMINARY REVIEW: DATE: Planning Division Permit Coordinator 0345/2 0 Not Applicable Structural Review Required (no approval/review required) n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 05/28/20 Approved with Conditions Fire Fees Apply n Denied (ie: Zoning Issues) P REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg L Fire EJ Ping LJ PW D Staff Initials. 12/18/2013 °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0313 PROJECT NAME: SUNWOOD SITE ADDRESS: 15235 SUNWOOD BLVD X Original Plan Submittal Response to Correction Letter # minitudATE: 09/26/19 - CARPORT 9 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: /11-Z AIX, /024 "I\A tAtt. Building Division IF ire Prevention 0WWorkstC)1Q1V Structural El WU/ i°11111 Planning ivision Permit Coordinator a PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/01/19 Structural Review Required DATE: 111 APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: tZ'eCO Ork enn DUE DATE: 10/29/19 Approved with Conditions El Denied (ie: Zoning Issues) 311--Q-A--41" r REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire CI Ping Ej PW 0 Staff Initials: 12/18/2013 y, 71 PROJECT NAME: c-N(-4-)007 C040 CH PERMIT NO: (c SITE ADDRESS: lT 00A- T3 vot ORIGINAL ISSUE DATE: - okei REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Suxnmary of Revision: .%--:----rn -----7---- 50,Adtz,koe, 0 ioo-K, live-u) Ccre-*- e_ --.0,9- Received by: C7j 03- V ' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 3 - - 2-0 City of Tukwila Department of Community Developmen 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 91 PC) Plan Check/Permit Number: VII 0313 El Response to Incomplete Letter # E Response to Correction Letter # 11 Revision # after Permit is Issued ix Revision requested by a City Building Inspector or Plans Examiner Elij Deferred Submittal # Project Name: gArtv)Doot Carp Pr-i" Project Address: 15-7/5C Suftwpoot atvet RECEIVED CITY OF TUKWILA MAR 2 5 2020 PERMIT CENTER Contact Person: CASSarkArk Ckeiteit"4,11 Phone Number: 2e)toe-6,r2- rh Summary of Revision: Ara% -1-eG-1-5. Ne CAPPN C el-4C ccovbe (e) Sheet Number(s): 5Ie- 3 cl•ies staw.#. Satre- t,h "Cloud" or highlight all areas of revision including date of revision in 4-71i(A0 WAPermit Center\ TemplatesTorms \Revision Submittal Form.doc Revised: August 2015 CYrxlYngtM.�i��e lM'j�aln�,ntnt O Labor & industries (httos://Ini.wa.aav) Contractors CHARTER CONST INC Owner or tradesperson Principals SALADINO, PETER CARROLL, PRESIDENT JACKSON, ERIC, VICE PRESIDENT FIRMANI, FRANK, PRESIDENT (End: 02/17/2011) SALADINO, PETER C, VICE PRESIDENT (End: 02/17/2011) COSENTINO, PATRICK, VICE PRESIDENT (End: 09/20/2016) Doing business as CHARTER CONST INC WA UBI No. 600 479 166 980 S HARNEY STREET SEATTLE, WA 98108-2744 206-382-1900 KING County Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. CHARTCI171 PM Effective — expiration 10/14/1983-10/23/2020 Bond TRAVELERS CAS & SURETY CO Bond account no. 0815103572915BCM $12, 000.00 Received by L&I Effective date 10/18/2001 07/22/2001 Expiration date Until Canceled Insurance Peleus Insurance Company $1,000,000.00 Policy no, 103GL002064703 Received by L&I Effective date 10/31/2019 11 /01 /2019 Expiration date 11 /01 /2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts GENERAL NOTES 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. Contractor shall comply with the current "general conditions" and building standards as provided by the Condominium HOA. General Contractor shall be responsible for coordinating the work of different trades. Do not scale drawings. Contact Architect for any missing dimensions. Contractor initiated changes shall be submitted in writing to the owner and architect for approval prior to fabrication, or construction. Changes shown on shop drawing only will not satisfy this requirement. All modifications requiring owner or architect approval will not be valid unless authorized in writing by owner and/or architect. Within five (5) business days of start of construction, the contractor shall notify in writing the architect and owner of any items whose estimated delivery to the site would be later than that required for timely installation in the construction sequence. Substitution of alternate items with shorter lead times, payment of rush fabrication or delivery charges out of sequence installation, or delay or installation options to be at the sole approval of owner or architect. Contractor shall be responsible for providing all work and materials in accordance with the latest local building codes and ordinances. Contractor shall verify all field dimensions and conditions and shall report any conflicts or questions for resolution before proceeding with the work. Do not scale the drawings. The use of the word "provide" shall always mean, "furnish and install, connect, or secure" as required. All materials and equipment shall be installed in strict accordance with manufacturers written instructions and trade assocaites accepted standards. Contractor shall provide a written construction schedule. This schedule shall include delivery times of construction items and state completion dates of each phase. The contractor shall update and provide such schedule on a biweekly basis. Work must be scheduled with the Condominium HOA to avoid disruption to the tenants. Accesss to and from the project site, special conditions, noisy work, timing of work, interruption of mechanical and electrical services, relocation of existing equipment, casework, fixtures, fittings, etc must be coordinated witht the Condominium HOA. Upon completion of all construction, the contractor shall supply the Condominium HOA with one set of "record" as -built drawings. All materials to be new LION. Patch all disturbed and/or damaged areas as required to accomplish new work and as required for finished appearance. General contractor is responible for providing all necessary backing, blocking, and framing for light fixtures, electrical fixtures, casework, and all other items requiring it. All paint and finish material colors to match Architect's control samples and require architect's review prior to installation. Submit three (3) copies for review, Constractor shall furnish shop drawings for review on cabinetwork, millwork and any other special items requiring custom shop fabrication. Submit to architect at least three copies for review. Repetitive features not fully shown or noted on the drawings shall be completely provided as if dawn in full. Throughout the drawings are abbreviations which are in common use. The architect will define the intent of any in question. O Z H U) d W U EXISTING FIRE HYDRANT TO REMAIN THE SAME EXISTING CARPORT #9 VICINITY MAP PROJECT DATA PROJECT DESCRIPTION: Rebuild existing carport. Work includes demolition and reconstruction of Umber -framed 4-bay carport. PROPERTY ADDRESS: 15235 Sunwood Blvd. Tukwila, WA 98188 PARCEL NUMBER: 814140-0000 LEGAL DESCRIPTION: Sunwood Condominium ZONE: HDR TAX ID: 814140-0000 APPLICABLE CODES:.. YInternational Building Code 6 International Fire Code OCCUPANCY GROUPS: S-2 (Carport) (No Change) CONSTRUCTION TYPE: IV (Heavy Timber) PARKING: No change. SHEETINDEX A-0.0 COVER SHEET/VICINITY PLAN A-1.0 SITE PLAN A-2.0 FLOOR PLAN & ROOF PLAN A-3.0 ELEVATIONS & BUILDING SECTION A-4.0 ARCHITECTURAL DETAILS S 1 STRUCTURAL GENERAL NOTES, SECTIONS & DETAILS PROJECT OWNER SUNWOOD CONDOMINIUM HOA 15235 Sunwood Blvd, Tukwila, WA 98188 HOA Contact:TBD, sunwoodcondoboard@gmail.com ARCHITECT KILBURN ARCHITECTS, LLC 1661 East Olive Way, Suite 200 Seattle, WA 98102 Contact: H. Todd Kilburn, AIA todd@kilburnarchitects.com t - 206.682,5211 f - 206.682.1403 STRUCTURAL DIBBLE ENGINEERS INC. 1029 Market Street Kirkland, WA 98033 - Contact: Lindsey Peterson, EIT Lindsey@DibbleEngineers.com t - 425.828.4200 F l LlG_ Permit No. I� Plan review approval is sublect to errors and omissions Approval of construction documents does 1 01 authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and u s is acknowledged: By. Oates_ __,,, C., ofkwilaBOIL INGIVISION REVISIONS No G-:araes shall be maae to the scope of work witnout of s : Hporoval of the Tukwila Building Division - NOTE: Revisions will require a new plan submittal and may include additional plan review. [SEPARATE PERMIT RE$$$iiiUIRED FORMechanicalElectrical PlumbingEd Gas Piping City of Tukw la UILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED �OT o 7 2019�L City Of Tukwila BUILDING DIVISION 35'-6" qq-, 0 3 LOCATE NEAREST STORM DRAIN, USE BMP TO AVOID N STORMWATER CONTAMINATION. DIVERT WATER AS REQUIRED. o CARPORT SITE PLAN ," 0 SCALE:1W =1'-V 4;!> Y 0 : 3 � ;t11's? ,p 2 6 2019 ?ERN11T CENITER ARCHITECTS LLC 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682,5211 Fax:206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. STATTFDWASHINGTO EON Sunwood Carport 9 15235 Sunwood Blvd. Tukwila, WA 98188 Permit Set Release Date submittal 09.26.19 Cover NMCHIiECrS, LLC SUNWOOD BLVD. ENTRY /-- CP7 CP1 CP14 TENNIS COURT CP4 CARPORT #9 TO BE REPLACED \\ ---CP16 10 1 CP5 CP17 11 CP18 UlJlb CP6 rp1 Key. Carport Condominium Building CP26 SUNWOOD BLVD. CP25 CP28 CP27 Notes: I 1. Do not scale. 2. Verify all dimensions and conditions in field. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 07 2019 City of Tukwila BUILDING DIVISION gar; �''tft�ri C1iY0.°`9ts:e3 da!i SEP 2 6 2019 SITE PLAN �PEr�glT C¢STER N.T.S 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT STATH. TOFDWASHINGTO EN aunw000 Carport 9 15235 Sunwood Blvd. Tukwila, WA 98188 Permit Set Release Date submittal 09.26.19 GFCI i 2x10JOISTS @ 24" D.C. O.C. (TYP.) — — — — — — — — — — — — — — � — 0 = DS D It — — — — — — — — — I— — — — I— — — — — — — 17'-6" 1. 1 T-6" Notes: 1. Verify all dimensions and conditions in field. 0 0 �0 W 0 ELECTRICAL CONDUITS TO REMAIN THE SAME NEW CONC. SLAB PER STRUCTURAL '— SAVE, CLEAN AND REINSTALL (E) CEILING -MOUNTED ACRYLIC GLOBE LIGHT FIXTURES. CENTER IN EACH BAY, ATTACH TO JOIST -DO NOT PENETRATE ROOF ASSEMBLY. SEE 1/A-3.0. ROOFLINE ABOVE 6X12 BEAM, FOR STRUCTURAL INFORMATION SEE SK-21S1 ��� 6X6 POST EMBEDDED IN CONC. NEW FOOTINGS PER STRUCTURAL (TYP.), SEE SK-1/S1 NEW 3" DOWNSPOUT TO REPLACE EXISTING (TYR) 0 r N CARPORT PLAN SCALE:1/4" =1' - 0" 7-6" 17'-6" V.LF V.I.F NEW SIPLAST MEMBRANE ROOF INSTALL PER MANUFACTURER REQUIREMENTS 4 LL Z_ W � N ?p NEW CRICKET TYP. NEW INTERNAL DRAIN @ LOWEST EDGE OF SLOPE (EACH ROOF) SEE 1/A4,0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2019 N City of Tukwila ROOF PLAN BUILDING DIVISION M"CaWE") cl-j Y 6 -t L,l 'V-sLA SEP 2 6 2919 PEP P:t9T CE-MTER ILUUR ARCHITECTS LLC 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax:206.682.1403 www.kilburnarchitects.com 7302 1KIL REGISTERED ARCHRECT STA. TODDWASHINRN N Sunwood Carport 9 15235 Sunwood Blvd, Tukwila, WA 98188 D®rmit C®t Retedbe Lidte submittal__ 09-26.19 Floor Plan & Roof Plan I A,10 ©a19wUMW0Mc,S,uc 3'! 2' MAINTAIN LEVEL PER EXIST, SITE CONDITIONS 7 WEST ELEVATION SCALE:1/4" =1' - 0" 3'-0" O.H. 2I MAINTAIN LEVEL PER EXIST. SITE CONDITIONS 2 EAST ELEVATION SCALE:1/4" =1' - 0" REPLACE DAMAGED DOWNSPOUT(S) AS REQUIRED REPLACE DAMAGED DOWNSPOUT(S) AS REQUIRED SOUTH ELEVATION �SGALE:1/4" = P - 0" '4 NORTH ELEVATION SCALE:1/4" =1' - 0" TYR NEW SIPLAST MEMBRANE ROOF SK•2 r —) INSTALL PER MANUF. REQUIREMENTS S1 I _ --- -- — - — _ 1 I 1 I I L_ J NEW PT HF #2 2X10 JOISTS @ 24- O.C. INTERNAL DRAIN, CONNECT TO D.S. > o NEW 6X12 BEAM CO NEW PT6X6DF#1 REPLACEMENT POST (TYP.) Notes: 1. Verify all dimensions and conditions in field. MAINTAIN LEVEL PER EXIST. SITE CONDITIONS MAINTAIN LEVEL PER EXIST. SITE CONDITIONS MAINTAIN LEVEL PER EXIST. CONDITIONS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 07 2019 City of Tukwila BUILDING DIVISION lI• 1 fIIII I"I La r_ � ss11 1 � � I j::I I'I Cis"d i:iit'd'tii:1�iL.�± TYP.J t_ J vEQ 26 2019 PEPrOIT CEMTER BUILDING SECTION 5 SCALE-1/4" =1' - 0"OPO 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax:206.682.1403 7302 REGISTERED ARCRITECT rM. ODD KI OF WASHIURN SunWood Carport 9 15235 Sunwood Blvd. Tukwila, INA 98188 Permit Set Release Date submittal 09-26.19 (r Elevations & Building Section NEW CANTA,' NEW LIQUID NEW PT BLO( NEW 24 GA. F COPING,PM EXISTING TRI ONSITE NEW BLOCKI NEW 2XJOIS NEW CEDAR EXISTING FIR Notes: See structural review memo for structural attachments and post replacement details and calculations. 1 ARCHITECTS LLC 1661 East Olive Way Suite 200 Seattle, WA 98102 Tel: 206.682.5211 Fax:206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT STATE OF WASHINGTON Sunwood Carport 9 15235 Sunwood Blvd. Tukwila, WA 98188 Permit Set Release Date submittal 09.26-19 a a 7 ROOF DRAIN AND FLASHING SCALE: 3" =1' - 0" �) M IV 06b V5 AwU © 207 S rasum ARcHf mm. LLC STRUCTURAL NOTES BUILDING CODE & REFERENCE STANDARDS: The "International Building Code° (IBC), 2015 Edition, as adopted and modified by city of Tukwila, governs the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from compliance with the entire materials reference standards noted below. The latest edition of the materials reference standards shall be used. SCOPE OF STRUCTURAL WORK: Repair and replacement of damaged carport posts, beams, joists, and the structural connections. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not Intended to show all details of the work. ARCHITECTURAL DRAWINGS: Refer to the Architectural drawings for information including, but not Untied to: dimensions, elevations, slopes, drains, depressions, waterproofing, finishes and other nonstructural items. STRUCTURAL RESPONSIBILITIES: The FOR is responsible for the strength and stability of the Primary Structure in its completed state Iresponsiblef rth m ans and methods of construction and all safe standards CONTRACTOR RESPONSIBILITIES: The contractor s o e e j safety such as OSHA and WISHA. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability unfit the structure is completed. It is the contractor's responsibility to be familtarwith the work required in the construction documents and the requirements for executing it property. DISCREPANCIES: In case of discrepancies between these general notes, the contract drawings and specifications, and/or reference standards, the FOR shall determine which shall govern. Discrepancies shall be brought to the attention of the FOR before proceeding with the wodc Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. DESIGN CRITERIA CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads or the capacity of the partially completed construction. SNOW LOAD: The roof snow load is determined by using Chapter 7 of ASCE 7-10 in accordance with IBC Section 1608 and with the following factors: Minimum roof design Snow Load = 25 pat without drift Ground Snow toad, Pg =15 psf Importance Factor, Is =1.0 Thermal Factor, Ct =1.0 WIND DESIGN: Wind load is determined using Chapter 27 of ASCE 7-10 in accordance with IBC Section 1609 with the following factors: Basic Wind Speed (3-Second Gust) V =110 MPH Wind Importance Factor Iw =1.0 Risk -Category = II Exposure Category = B Kzt =1,0 Analysis Procedure - All Heights per ASCE 7, Table 27.2-1 SEISMIC DESIGN: Earthquake design is determined using Chapter 12 ASCE 7-10In accordance with IBC Chapter 16 with the following factors: Importance Factor Is =1.0 Risk Category-- II Sale = 0.975 g Site Class = D Seismic Design Category = D SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils and Foundations." DESIGN SOIL VALUES: (Assumed) Allowable Soil Bearing Pressure:1500 PSF DL + LL SLABS -ON -GRADE & FOUNDATIONS: All stabs -on -grade and foundations shall bear on structural compacted fill or competent native soil per the Geotechnical report or as noted in these documents. Exterior perimeter footings shall bear not less than 24 inches below finish grade, or as required by the Geotechnical Engineer and the Building Official. COMPACTION: Unless otherwise specified by a Geotechnical Engineer, footings shall be placed on compacted material and shall be well -graded granular material with no more than 5% passing a #200 sieve. Fills placed shall be in maximum 8" lifts and all hearing soils shalt be compacted to 95% maximum density at optimum moisture content using the Modified Proctor Test. CAST -IN -PLACE CONCRETE & REINFORCEMENT REFERENCE STANDARDS: Conforms to the latest editions of the following: (1) ACI 318 "Building Code Requirements for Structural Concrete and Commentary". (2) IBCChapter19. CONCRETE MIXTURES: Conform to ACI 318 Chapter 19'Concrete: Design and Durability Requirements" MATERIALS: Conform to ACI 318 Chapters 19 & 20. Reinforcing Bars ASTM A615, Grade 60, deformed bars. Bar Supports CRSI MSP-2, Chapter 3 "Bar Supports." Tie Wire 16.5 gage or heavier, black annealed. SUBMITTALS: Provide all submittals required by ACI 301 Sec 4.1.2. Submit mix designs for each mix in the table below TABLE OF MIX DESIGN REQUIREMENTS Member Strength Test Age Maximum Exposure Max Minimum Type/Location (psi) (days) Aggregate Classification W/CRatio Air Content_ Slab on grade and carport post supports 2500 28 1" F3 0.40 4.5 % FORMWORK: Conform to ACI 301 Sec 2 "Formwork and Form Accessories." Removal of Fors shall conform to See 2.12 except strength indicated in Sec 2.3.2.5 shall be 0.75 fc. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non-structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing, and architectural drawings and coordinate all other embedded items. CONCRETE COVER: Conform to the following cover requirements from ACI 301, Table 3.3.2.3 Concrete cast against earth 3" Concrete exposed to earth or weather (#5 & smaller) 1.112' Bars in slabs and walls 3/4" SPLICES & DEVELOPMENT LENGTH: Conform to ACI 301, Sec 3.3.2.7. Lap all continuous reinforcement and comer bars per Schedule. The splices and development lengths indicated on individual sheets control over the schedule. Use Class B splices with 48 bar diameters, unless otherwise noted. FIELD BENDING: Conform to ACI 301 Sec 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) IBC Chapter23"WOOD." (2) NDS and NDS Supplement- "National Design Specification for Wood Construction! (3) ANSIRPI 1 "National Design Standard for Metal -Plate -Connected Wood Truss Construction" IDENTIFICATION: All sawn lumber and pre -manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the certifying agency. MATERIALS: Sawn Lumber: Confonn to grading rules of WWPA, WCLIB, or NLGA. Fingerjointed studs acceptable at interior non-structural walls only Member Use Size Species Grade Treatment JoisteRafters 2x HF No.2 Pasts 6x Pressured Treated HF No. 2 AWPA Req. for Use Category UC4B Beams 6x Pressure Treated HF No. 2 Wood Structural Sheathing (Plywood): Wood APA-rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material. Conform to Product Standards PS-1.95 and PS-2-92 of the U.S. Dept of Commerce and the American Plywood Association (APA) Minimum APA Rating Location Thickness Span Rating. Plywood Grade....... Exposure Roof 15132' 24116 C-D 1 Joist Hangers and Connectors: Simpson Strong -Tie Company Inc. as specified In their latest catalogs was used as the basis of design for this project. Attemate connectors by other manufacturers may be substituted provided they have current ICC-ESR/IAPMO-ER approval for equivalent or greater load capacities and are reviewed and approved by the FOR prior to ordering. Connectors shall be installed per the manufacturefs instructions. Where connector straps connect two members, place 1/2 of the nails or bolts in each member. Unless noted otherwise all nails shall be full length common. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Nails and Staples: Conform to IBC Sec 2303.6 "Nails and Staples" Unless noted on plans, nail per IBC Table 2304.10,1. Unless noted otherwise all nails shall be common. Nail sizes specified on the drawings are based on the following specifications: COMMON NAILS Size Length Diameter 8d 2d/2" 0.131" 10d 3" 0.148" 16d 3.112" 0.162' Lag Boits[Thru-Bolts/Anchor Bolts: Conform to ASTM A307. Provide plate washers/BPS washers under the heads and nuts of all balls and lag screws bearing on wood. NAILING REQUIREMENTS: Provide minimum nailing in accordance with IBC Table 2304.10.1 "Fastening Schedule" except as noted on the drawings Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19 % except for the pressure -treated wood sill plate. PRESERVATIVE TREATMENT: Wood materials are required to be "treated wood" under certain conditions in accordance with IBC Sec 2304.12 "Protection against decay and termites." Conform to the appropriate standards of the American Wood -Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles, and marine piles. Fellow American Lumber Standards Committee (ALSO) quality assurance procedures. Products shall bear the appropriate mark. METAL CONNECTORS/PT WOOD: All metal hardware and fasteners in cdntactwith pressure treated lumber shall be stainless steel Type 316L. At the Ownefs risk and discretion, hot -dipped galvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided that the finish has a minimum zinc content of at least 1.85 oz./SF and its use is coordinated by the Contractor and Wood Supplier for the expected environment and moisture exposure for appropriate use based on the method of preservative treatment of the wood. P.T. 6x6 POST EMBEDED INTO CONC PIER z w m r� a n POST FOUNDATION SCALE: 1" = 1'-0" ROOF SECTION SCALE: 1" = 1'-0' SLOPE CONC SOG W/ WWF 6x6 W2.ix2.1 a e x �a 2" CLR 4a 18"dx4'—O" UP CONC DRILLED PIER W/ #4 VERT W/ #3 TIES @ 12"OC CHAIR AS REQ'D SHTG W/8d @ 6"OC PANEL EDGE @ 12"OC PANEL FIELD (E) JOIST TO REMAIN OR REPLACE IN KIND SHORE AS REQ'D 2x BLKG VERIFY CONNECT TO BEAM W/ (2) 16d TOE NAIL EA SIDE H2.5A EA JOIST @ SUPPORT P.T. 6x BEAM TO MATCH (E), 6xl2 MIN ACE6 POST CAP @ END OR AC6 POST CAP @ CONT ON EA SIDE OF BEAM (2) TOTAL @ EA LOC P.T. 6x6 POST PER SK-01 C1 f � z Mrs SEP 2 B 2019 PEFMIT MITER M_ V OHO Q1 Q U� LU E LU S OJ C-D z '�D LU LUZCd Y �Nt 'CJ N �_ ry CR Q O ?21:: SEAL: a 37445 iAz,G`ISTE.K tO1V9i, 9/20/19 F— o re J a1 m T— CL 0 M Lu O U � > cr— ? Q O a = =' oQ co v N� Z U) PROJECT #: 19-404 DRAWN BY: BGJ DESIGNED BY: LAP DATE: DESCRIPTION 09.20.2019 PERMIT ISSUE JURISDICTIONAL STAMP: REVIEWED FOR ODE COMPLIANCE APPROVED OCT 07 2019 City of Tukwita UILDING DIVISION SHEET TITLE: STRUCTURAL GENERAL NOTES SECTIONS & DETAILS SHEET NUMBER: S1 r*�