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Permit D13-065 - CLEAR SIGN COMBUSTION - TENANT IMPROVEMENT
CLEAR SIGN COMBUSTION 12870 INTERURBAN AV S D13-065 Parcel No.: Address: Suite No: Project Name: City otI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2716000010 12870 INTERURBAN AV S TUKW CLEAR SIGN COMBUSTION Permit Number: Issue Date: Permit Expires On: D13-065 06/26/2013 12/23/2013 Owner: Name: EPROPERTY TAX INC DEPT #207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Contractor: Name: PRECISION BUILDERS INC Address: PO BOX 98609 , DES MOINES WA 98198-0609 Contractor License No: PRECIBI151C2 Lender: Name: CLEAR SIGN COMBUSTION (SELF-FUNDED) Address: 12870 INTERURBAN AV S , TUKWILA WA 98168 Phone: 206 433-8997 Phone: 206 878-2948 Expiration Date: 01/19/2014 DESCRIPTION OF WORK: INSTALL NEW NON-BEARING WALL PARTITION FOR SHOP, REMOVE PORTION OF WALL FOR NEW WINDOW, REMOVE PORTION OF MEZZANINE FOR INSTALLATION OFN EW FURNACE AND PROVIDE OPENING IN ROOF FOR FLUE OF NEW TEST KITCHEN PER PLAN. Value of Construction: $32,500.00 Type of Fire Protection: SPRINKLERS/AFA Type of Construction: VB Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $1,165.85 2009 0008 **continued on next page** doc: IBC -7/10 D13-065 Printed: 06-26-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: N N N Number: 0 Start Time: Volumes: Cut Start Time: Private: Profit: N Private: 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non -Profit: N Public: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: IJ Date: C^-26- -26-' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC -7/10 D13-065 Printed: 06-26-2013 7: A final report documenting required spec►spections and correction of any discrepantnoted m the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: 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 on satisfactory completion of this requirement. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any 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 of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 25: Replace ordinary temperature sprinlder heads with high temperature sprinkler heads in the immediate vicinity of the test furnace. 26: Sprinlders shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer doc: IBC -7/10 D13-065 Printed: 06-26-2013 licensed by the State of Washington and ap ved by the Fire Marshal prior to submittal to Tukwila Fire Prevention Bureau. No sprinkler work shall commence out approved drawings. (City Ordinance N 27). 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-065 Printed: 06-26-2013 CITY OF TUKO. LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Plait No. Project No. 1-) —(16 Date Application Accepted: 02- l 1112) Date Application Expires: d vo `5 (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 or by fax. **Please Print** SITE LOCATION Site Address: .t° fD 1143Z11.1061..1.1 /��. Tenant Name: LFJ QJ 141 airlett5ITRA King Co Assessor's Tax No.: -71609 ' Q7ld ' C9 Suite Number: Floor: 1 New Tenant: 0 Yes ^O. No PROPERTY OWNER Name: % i/e Address 4 aryltr •1L PP kie 00 . £.CE W7 City: VA5rState\ , Zip/gO3- CONTACT PERSON — person receiving all project communication Name: KV (L'o f ,/GAlt'Er)stliteVt Address: tqNi foMPiQ- Viw City: eititic State\Vis Zip:(,iat,v Phone:/_433 _sq., i. Fax: .v1_6).0309 Email:Ak„1,te Q abei1tecDf l dU'j`,e\ GENERAL CONTRACTOR INFORMATION Company Name: -Teo Company Name: bel Address: Engineer Name: •,I�j„ c,�14 �� ��'"%ii'^v� City: State: Zip: Phone: Fax: City: tfilitte�°u''' State:w6, Zip:0k VA Contr Reg No.: Fax Exp Date: q Tukwila Business License No.: 11:1Applications\Forms-Applications On Line1201I ApplicationslPermit Application Revised - 2-7.12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: clw kite rkwirttrerk Architect Name:alo Address: to1) \ Vot402_ State:Wb Zip:t tt �0 City:%/74� T ,, a Phoneee: �.011^ 7 �Ctg1- Fax:1, Mr0 8 Email: 411e* edrte ctvti 160H4 ENGINEER OF RECORD Company Name: bel Engineer Name: •,I�j„ c,�14 �� ��'"%ii'^v� Address: 66 - O • Olt- tojv City: tfilitte�°u''' State:w6, Zip:0k VA Phone: ow 4,33 _U rof Fax ,, ,14 _ _8 ��--ff�� q Email: ' LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: "! ebr ru Address: ""' City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOO206-431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ I, Describe the scope of work (please provide detailed information): IN5 1,L LI€ s MON - IQi k4 FZ 2 i11 , b_L laa tiPj IA) Wipe ove iwe irl re—ritte 'r ic5t krictin Irl Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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: l) (Ge.o Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers ' Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes iztNo 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. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H.\ApplicationsWormrApplications On Line \2012 Applications\Permit Application Revised - 2-7-12.docn Revised: February2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IIBBC 1" Floor aei_.�Z (Vt� / Yr rd Floor 4 4 "t t"[ Q .4 �'"� .- ! Y6 31d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 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: l) (Ge.o Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers ' Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes iztNo 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. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H.\ApplicationsWormrApplications On Line \2012 Applications\Permit Application Revised - 2-7-12.docn Revised: February2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — 41) • 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). BE TRUE UNDER I HEREBY FCERTIFY P RJURY BY THT I E LAWS F HE STATEF WASHVE READ AND EXAMINED IS APPLICATION AND KNOW THE SAME INGTON, AND AM AUTHORIZED TO APPLOY FOR THIS ERMIT. PENAL BUILDING 0 Signature:, I U Print Name: aft 19 f/ % Mailing Address: 111,(1) Firg6iItcA HORIZED AGENT: H:1Applicatlons.Forms-Applications On Line\2012 ApplicailonsWermlt Application Revised - 2-742 docx Revised: February 2012 bh Date: bZt1069\ 13 Day Telephone: TOD ` 433 cj'a City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $607.40 D13-0361 Address: 12671 GATEWAY DR 1 Apn: 2716000040 $330.00 DEVELOPMENT $330.00 PERMIT FEE R000.322.100.00.00 $325.50 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 D13-0365 _ Address: 12870 INTERURBAN AVE S BLDG 1 Apn: 2716000010 $212.40 DEVELOPMENT $212.40 PERMIT FEE R000.322.100.00.00 $207.90 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 D13-065 Address: 12870 INTERURBAN AVE S Apn: 2716000010 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 $65.00 TOTAL FEES PAID BY RECEIPT: R1041 $607.40 Date Paid: Monday, February 03, 2014 Paid By: PRECISION BUILDERS, INC. Pay Method: CHECK 7691 Printed: Monday, February 03, 2014 8:34 AM 1 of 1 CRWYSTEMS • J�.`N�LA wby City of Tukwila o 3,. Department of Community Development " 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 2716000010 Permit Number: D13-065 Address: 12870 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 02/26/2013 Applicant: CLEAR SIGN COMBUSTION Issue Date: Receipt No.: R13-01988 Payment Amount: $708.35 Initials: WER Payment Date: 06/26/2013 01:13 PM User ID: 1655 Balance: $0.00 Payee: PRECISION BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6711 708.35 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 703.85 640.237.114 4.50 Total: $708.35 Print/Ad f1R-7R-7(111 1 y of Tukwila, Department of'Community:Development 6300 Southce`nter Boulevard; Suite #10'0 Tuk'4ila, Washington 98188 Phone: 206-431-3670 FAX: 206-431-3665 Website: httn://www.ci.hekivrla.wa.us IPT RECEIPT NO: R13-00911 Initials: JEM Payment Date: 02/26/2013 User ID: 1165 Total Payment: 535.51 Payee: DAVID E KEHLE SET ID: S000001930 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D13-065 457.50 M13-051 53.86 PG13-030 24.15 TOTAL: TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 535.51 TOTAL: 535.51 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 TOTAL: 535.51 535.51 4(S 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)431-2451 Pro•�ec : , �I S• ("ti/ Cd 6, Type -of In Spectiort: J, LO . A.6'Cl A/AL...4 Address- Date Called: Special Instructions: � �` l&t/, f 1C'1-5 F z Date Wanted: %a.ry� '4 - ( (0 — p.m. Requester: Phone No: Approved per applicable codes. E] Corrections required -prior to approval. COMMENTS:. In ector: pate; (j„ 1 n REINSPECTION FE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. #4 INSPECTION RECORD. t t Retain a copy with permit 13" 0 (-0 INSPECTION NO. PERMIT NO. CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206).431-3670 Permit Inspection Request Line (206) 431-2451 Project: C_ tear -V&A/ C42' v3,• Type gf rection: _!_: ' JE— '� Address- t 24V7 tA('efJt l Date Called: Special Instructions: /.)6,(i(q 641(. , Date Wanted cs 7 . Requester:", Phone Noor. -W• #-„! 60 6v` � ( Approved per applicable codes. Corrections required prior to. approval. COMMENTS: Inspector: Date4 , j n REINSPECTION FEE REQUIRED. Priorto 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. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 431-2451 PERMIT NO. 0 Projec : , ,� ( 4r Sc&,� A Type,of Inspectio.n:. •-r4 M./t&7 Address:_ Date Called: Special Instructions: Date Wanted: /`^ / a� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp _.. ' Date:f n REINSPECTION FEE REQUIRED. Prior to next. inspection, tee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r�: INSPECTION RECORD Retain a copyy 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) 431-2451 D(3-c9(S Project:. /t Type o Inspection: Ad ress: 17. l0---t--Tef of /-/ Date Called: �--- Specia Instructions: Date Wanted: �(_ , '"�v. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 -ND p ams LTS 3 A FLA -1:C' r Inspector: Date' n 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) 431-2451 ecj Pro : ( i M (i1�&J CM4, Type of Inspection : :J [C.J. t , n6, KIA-L-- Address:._�Ar ri)6 4-41 Date Called: Speciallnstructions: Date Wanted:m_ 1 ( -:-% p.m. .. Requester: Phone No: Approved per applicable codes. corrections required priorto approval. COMMENTS: k GT— (:r_. r Inspector: Date REINSPECTION FEE FtEQGIRED. Prior to next inspection. fee must be paid at 6300 Southc,prfter Blvd., Suite 100. Call to schedule reinspection. Jt-ir INSPECTION RECORD Retain a copy with permit��3 -D G-5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:_Type lejr .GA 1\14 SJ spe/tki) L.e , • of Inspection: lik.t 64zA6 Address: iT l8 i+ vrb / Date Called: !/ Sas .e4? -216. Special Instructions: 0 ! 4e b s ec2A--Q _A.5 Pc..),:aA al Date Wanted: Requester: Phone No: QApproved per applicable codes.Corrections required prior to approval. COMMENTS: 1\14 SJ spe/tki) L.e , • 6 K G 64-2.,, 0 ! 4e b s ec2A--Q _A.5 Pc..),:aA al L;J.P to s 0.-f _ A `:' f» ej. '), 1 Inspector: Date. f I t n REINSPECTION FEE REkx[JIRED. Prior to next inspection, fee must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Ci+'S.; Sprinklers: Fire Alarm: TY,pe of Inspe ion: Address: 1 0j Pre -Fire: Permits: Contact Person: Suite #: /� Z5 O S Special Instructions: ' Phone No.: ,'"`Approved per applicable codes. Corrections required prior to approval. COMMENTS: c t r ,N 4 C- O� } Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:1,4 5 ( Date: <//574 / Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit s_ y f PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type ),0 of Insp coon: tle-cA c (,?, cu. u (4 e., 1 SP Address: 1 a 7o Suite #: 5 Contact Pe son: Special Instructions: I Phone No.: Approved per applicable codes. IVI-Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: r Pre -Fire: , I Servs ce_, /`e_.- d(w u, secs 3 e c, w,A2.. - O _.._. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i2A cvl. 5-2 Date: IM�� % Hrs.: '/ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 April 17, 2014 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Yv��6 7 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel:, 06) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 Or ' VV 12F5913684 • WABO Registered Agency • Website: www.ottorosenau.com r !l1 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 REVISED FINAL REPORT Project: Clear Sign Combustion Permit Number: D13-065 Address: 12870 Interurban Avenue, Tukwila Job Number: 13-0723 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our.reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Expansion anchor bolt installation 2. Structural steel erection — welding Sincerely, OTTO ROSENAU & ASSOCIATES, INC. K.abo Kate Rubin Report Manager Email c: Report Distribution List OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 285112 Project: Address: Client: ClearSign Combustion 12870 Interurban Avenue, Tukwila Precision Builders, Inc. Permit Number: Job Number: Client Address: D13-065 13-0723 PO Box 98609, Des Moines Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Stephen Ramos Arrived on site to perform visual inspection of field welding, in accordance with project plans and 4/14/2014 specifications as follows: A. Visually inspected field welding of the furnace exhaust stack support frame. Welding was found in conformance with DCI sketch SSK-04 dated 2/19/2014 and AWS D1.1 welding code. B. Welder certifications previously verified. CONFORMS Copies to: Client Engineer X Owner X Contractor Architect X Building Dept. Others Technical Responsibility: effrey Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing r c,0\1E E,11."" •N " vt,M�N PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 13-0723 Report Number: 248275 Permit Number: D13-065 Project: Clear Sign Combustion Client: Precision Builder, Inc. Address: 12870 Interurban Avenue, Tukwila Address: PO Box 98609, Des Moines Inspector: Dwayne Helgeson Date: 11/06/2013 Description/Location: On site to inspect the placement of all thread anchors, Hilti KB 3" at the base of new testing furnace (oven). Intended Use: Anchor Bolts Building Code & Year: IBC 2009 ommen Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client X Engineer X Others Owner X Contractor Technical Responsibility: Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Anchor Size & Quantity: 9/4" (16) Anchor Style: 0 Expansion IN Screw • Sleeve • Drop In ESR Number: 2302 Anchor Manufacturer: Hilti Anchor Type: KB Hole Diameter: %" Hole Depth: 3'/4" Required Embedment: 3 9/4" Anchor Length: 5 1/2" Concrete Thickness: 5" Concrete Strength: -- Base Material: @ Normal Weight Concrete IN Light Weight Concrete ■ CMU IN Brick ■ Composite Deck Hole Cleaning: • Compressed Air ■ Hand Pump ►I Other: Vacuum ORA Torque Wrench ID: 5999 Torque: 110 ft -lbs Drill Bit (ANSI B212.15): r Yes ■ No Weather: Indoors Ambient Temperature: 65° ommen Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client X Engineer X Others Owner X Contractor Technical Responsibility: Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope .Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential C011005-tioti Project Info Project Description Project Address Wit) witvueak.t.Aie 6428 11,3 Applicant Name:V Applicant Address:, j 1 e 21bi t ems. • oribmci4 Applicant Phone: 'i(('.. 4:4-3 -b ❑ New Building ❑ Addition Alteration [1 ConP1iance Option IN Prescriptive [] Component Performance (See Decision Flowchart (over) for qualifications) Occupancy Group i Nonresidential 0 Multifamily Residential Climate Zone iik Climate Zone 1 0 Climate Zone 2 ( See Fenestration Area Calculation Total Fenestration Electronic version: these values are automati (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area Roofs - Metal Building Semi -Heated Path 0 yes Allowable if project meets all requirements as defined in section 1310.2 no calculated separately from other conditioned spaces. Limited to reduce and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum insulation R -values Roofs - Insulation Above Deck Roofs - Metal Building —raEVIEVVED CODE COMPLIAt APPROVED FO 2 1 2013 of Tukwila Roofs -Single Rafter Roofs - Attic and All Others Walls - Mass Walls - Metal Building MAY Walls - Steel Framed Walls - Wood Framed and Other Floors - Mass City Floors - Steel Joist BUILDING DIVISI Floors - Wood Framed and Other Maximum F -factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Notes: PO CAW/ -t6 114fEtrt RECEIVED CITY OF TUKWILA FEB 2 6 2C':3 PERMIT CENTER CE ON Envelope Requirements Vertical Fenestration Non -Metal Frame Metal Frame Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging Opaque Doors - Non-Swir Vertical Fenestration Non -North North Skylights WSEt ally t• . Only twalli 'D I ;-u Loci' 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary. Residential LTG -INT Revised November 2010 Project Info Project Address blithe S CJ Date 0/001[3, tJp_l 7 i i Lit 40 For Building Department Use Applicant Name: Applicant Address: - I , /t i . A i 0 te � t.I ltk. tui, , 'iw i i tv Applicant Phone: ;U, . c 77j .-E 'v'. - Project Description ❑ New Building ❑ Addition -Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces clearly on plans.) changed Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not 46 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. m Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 " gross Interior Area in ft2 Allowed x Area ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts -...t..�,_.--a Location (floor plan/room #) v ------v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp type (e.g. 7-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable. the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number. and leave Watts/Fixture blank. RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER D 13-o(�S =DCI snsinssws Seattle Everett Spokane Portland San Diego Austin permit April 9.2013' Tukwila Building Division Attn: Allen Johannessen 8200 Southcenter Blvd Tukwila, WA 98188 Re: Clearsign Combustion Permit # D13.068 Dear: Mr. Johannessen Ia1LE COPY REVIEWED FOR CODE COMPLIANCE O PLICE APPROVED MAY 21 2013 City of Tukwila BUILDING DIVISION The purpose of this letter Is to respond to your structural review dated March 1, 2013 of the fumace Installation drawings by DCI Engineers. The following is our responses to your comments 1, 2 and 4. 1. We have added the note "structural steel welding/fabrication shall be done by WABO certified welders" to the sketches that refer to structural steel detailing. This includes sheets SSK-04 and SSK-05. 2. The special Inspection requirement and the ICC report number for the HIV Kwik Bolt -TZ anchors have been added to SSK-05 which shows the base plate attachment to the stab on grade. 4. SSK-04 has been updated to show how the fumace duct and the added framing Interface. The intent of the structural design is for the fumace to be bolted to the slab on grade but at the roof level the fumace stack is only to be laterally supported by bearing against the added angle framing. This will prevent the roof from vertically loading the fumace but will still provide lateral resistance to the stack. Please contact this office with any questions concerning this matter. Sincerely, DCI Engineers Craig A. Stainer, P. • ., S.E. Sr. Project Manager 818 Stewart Street, Suite 1000 RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER Seattle, Washington 98101 Phone (206) 332-1900 Service Innovation Value T�#CORRECTION__�__ p (:)(0 S l'immw ��, _� p.m Project No. Bull-(iU3t3 0= Sheet No. .�Sg -Q� non nGineeas Project&EOM, 4 Al Date 4_1._(1-oOf By H 70 Subject eLpt�I e Ntw AAA LS 60.Arzj 11 to L5x3/8 (E) 'bet(, LSx5x3/8 m 41/41 /13 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2013 City of Tukwila BUILDING DIVISION a. 9.- DCI E n G I n E E RS Protect No. 1301) -00 1? Sheet No. S5K-Dy Project C. LEARSI(,N Date Subject SECTION @ POOP. ByH10 () `ix 16 PU►2UN (a) S1 -11-6I (E) lx SuB URLtM A 4/a/i3 ROOF STACK . DUCT yzix6XII 466 LAG SCREWS 91"+ tlorS: 11 No cookie -Tina or ( OF S1ftz- ( 7b k►14LL I IS Q4 is a.w, 2, Qhokhoa PrAtooic 5i-L- itoCsaiotJS foti Wet -IDS 3, sTM(rV(til , S-reei. Wra.o )04 FI KI C. erre S Bt- DoT /,� �Y Wgio u0 -?I F110 41-145- 5 SII 1:11I_ 3/1110 HILTI KWI K BOLT rt 3 W Ertr3E19 TY' EA cot_ ;(3 cc. X52 - 1)1 ) Q143V vpfSQ Vt At. 14Se lo,3 �. 4tratOtt. I as�t.l. Rfl-I ori HSS6x6x'/i.�0L TYP Cr) PLACCJS BASE %b V x IZ,n t Z :L9) (E) 5& CONC SLATS oN GRADE 11 f (JIOE rtPootc. 105rEf.. dr4 of 1,4>cc149.5, 2, 5T114101/01 sTEtt vJtvonki/ Q-tcATioN SSU- �t Dater ,Y •JH -o GrAii F1 E.0 HIS►.DE S No. 13OIi-0038 Sheet No. 55K -O5 DC1Project en ineep_s Project GLEA12516 N/19 Date /13 Subject + SECTION FURNACE t3ASE By HJO SII 1:11I_ 3/1110 HILTI KWI K BOLT rt 3 W Ertr3E19 TY' EA cot_ ;(3 cc. X52 - 1)1 ) Q143V vpfSQ Vt At. 14Se lo,3 �. 4tratOtt. I as�t.l. Rfl-I ori HSS6x6x'/i.�0L TYP Cr) PLACCJS BASE %b V x IZ,n t Z :L9) (E) 5& CONC SLATS oN GRADE 11 f (JIOE rtPootc. 105rEf.. dr4 of 1,4>cc149.5, 2, 5T114101/01 sTEtt vJtvonki/ Q-tcATioN SSU- �t Dater ,Y •JH -o GrAii F1 E.0 HIS►.DE S EMT! MOM maws LIE21161 enoinseps Project No. 150 0 I -00.3g Sheet No. Project 0,1. -tett. AN1 Date 1„./ ii3 Subject He. 2...2_413 10 5- PLA -1•1 By cid Li 1,1.evu oe (0) 13 ao .00 -47 - '? S ( C UT POO- /N (VA ) csse o r-- z.;,1 57-% (0 17131, JorSi pr.\ v.\ (coy Foil 604() dt. (0 t 5T t ()-13 o 5 3 0 2.1.-o114- emt-J —17 if4C- (F.,) 00,06- R7 ) -r-Np ( t:. IMMO MEMO I n E E R s OE= D Project No. 13011—D038 Sheet No. SS 1d --a? Project GI. er&C 14 Dater/ 22' 13 Subject X22 P eTA- L - By CM (7L- 410 Sc -QJ 2"oc Q�-(t_ WL -0(0 L 3)4 3 617 mil (12-4 A) lo�L W�(20 41 le 'Gt LS (10 5a 2 -6m / . (;) P6i, ,..)D1L.,,,T Project No. l301�-0038 Sheet No. 55K -0S Project G '0(. -Si Date /Zy/f3 Subject v4, 4- p,�-�► By La. 511 fE21 E )O►.YT (cors @ S -s 7s (!) JO IST P& �A X00) 5s14 --off, OF- J at.ST L31 x1-1 ltR (11_4A) X8''1_004 w/ 00* -i0 5cu- $ Project No. (oi 1-0035 Sheet No, SY.—d6) Project Date /22/13 Subject M�2 9 1- L (E SH1-61 ()) Ntri P -�- (N)J0 1ST �6(i SIL -0‘o r� 1. (€) COL -0 (1 -t -t --O -n o d (.0 HC I2 (f4 N 11 mit (t2 -4A-) x q `' 1,804 w/ () �� 5os To Drs) 3o1S-r 4 (z) 3/L 4 A4o7 'o► -T T (E) 1-1C- DCI e n 6 1 n e e R e gSeattle Spokane Portland ESan Diego Austin PIMP enev ClearSign Combustion Corporation 12870 Interurban Avenue South Seattle, Washington Fumace and Stack Support Structural Calculations February 14, 2013 DCI Job #13011-00038 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 1 2013 City of Tukwila BUILDING DIVISION Prepared By: DCI ENGINEERS 818 STEWART STREET, SUITE 1000 SEATTLE, WASHINGTON 98101 MEI RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER —=DCIon a ineeR Project No 1S01.1.- 0036 Sheet No. Project et4144..it4Date 241/0 Subject ( SC49E 0 F (Jo ti� ptS r4� (4"1 r By N 30 C66(6 OF VWvg-w S tats 6%140 o ATf ,4t 3Ti or A martzt 4 9r4114. 10 Ani ficiSmai 4005B- L4Urtt9 111- 11870 T -41 ,o( -4,q -t► AveSemi v'M. 4JEv\I fait-4Ate WILL 1;6, in- T .4k&D To Tete• eyrsT►a4 S ota 4k-ve 4k-vsic. v�i►a• 6e Aim446O rnfe sweb oa 4 E AT-RTE-dync To ,ilt1f *nit - T1{t TD urlt & 1D3 wIu. b� D tLW . b Ati.o4 F Q)6dc& wtoti6ka T, G rikalfk.£ 4 s v- I u. 6E siffD o B, giro. 4AE Fe. A4AV171) LTi*d1 -rte 9.0o? t -q 414-ty $(1.41-6 lve or -OE 'F1l4fte G` L . 8672* S't�rz-1.7t= 9033' WI AO t orti► )4 ! s (Sf (i�9) Stas g4 I < 1444 Zor* us 43 cos = o.R83 Fe 04etess14f (14- z ?r -i esu ext. t2, 0.0 le = 1,0 _ h $'�let fe= o41 = 0,204 0,6747 vJr (s t4i) �a►B (ASv) 2'-0" I< > F'— 3'-0" —1-> 0'-6" -> 1( , / Y co O O O 5'-0 6'-0" • T LARGE FURNACE GENERAL ARRANGEMENT <-- 0'-6" O elra 1C O WEST ELEVATION 1 4- I I' 1- '1 I T- 1 PLOT PLAN <- 0'-6" cp F3'-0", 7\ Ems- 3'-0" -'.-> < 2'-0" )J 1'-0" 14'-0" FURNACE STACK AND FURNACE ACCESS DOOR DETAIL %/ \ / e- 0'-6" 0 0 0 e -->o oeg—o 0 0 0 6'-0" 5'-6" 5'-0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0'-6„ y t SIDE VIEW OF FURNACE DETAILING BOTTOM FLANGE FURNACE BOTTOM AND FLANGE DETAIL 0 0 0 0 0 0 0 0 0 ° 5'-0" °< 4'-6" 4'-0„ ° ° E- 0'-6" o<—• 0 0 0 0 0'-6 0 VIEW OF FURNACE BOTTOM LOOKING UPWARD Weight Calculations, Furnace (8,672 lbs) Shell Weight lbs Sides: (4) * [72" x 120" x 1/2"] x 0.28 #/in3 = 2,419 Ends: (2) * [72" x 72" x 1/4"] x 0.28 #/in3 = 726 Subtotal 3,145 Legs and Feet Legs, 6" x 6" x1/4" square tube: (4) * 4' x 19.02 #/ft= 304 Feet: [4) x [12" x 12" x 1/2"] x 0.28 #/ft3= 81 Subtotal 385 Insulation Sides: (4) * [6' x 10' x 1'] x 29 #/ft3 = 3,480 Ends: (2) * [6' x 6' x1'] x 29 #/ft3 = 1,044 Subtotal 4,524 Sight Ports (6) * 25 = 150 Subtotal 150 Miscellaneous Bolts, nuts, washers 312 Weld 156 Subtotal 468 Furnace. Estimated Total Weight 8.672 lbs Weight Calculations, Stack (4,033 lbs) Shell (4) * [168" x 36" x1/4"j x 0.28 #/in3 = 1.693 Subtotal 1,693 Insulation (4) * [6' x 6' x''] x 29 #/ft3 = 2,088 Subtotal 2,088 Miscellaneous Bolts, nuts, washers 168 Weld 84 Subtotal 252 Stack, Estimated Total Weight 4.033 lbs furnace + Stack 12.705 lbA DCI E fl G I f E E R S Project No. 13011- 0036 Sheet No. 6 Project 0 -EA RSI GN Date 2/I 2/i 3 Subject STA CK By H To STACK CNECk -LATEtZAL LDA12 Ft= 011 K Fp = a.31(1,01N19 = I172-* is- 9LS?fp 11' STACK G1.05S-SE(.-T'ION r 1 Ito*F UNL r STACK 15" 6V.16‘1 i=36"- 0.5"° 56.5" AA= " , %3s.s z= bi' b161, tl A- 3666)- 35.5(is.53- ;nl MOtSL 4-- 91.51` 91.5 pep 36(36)' ' 35.5(SS.S� 7615 i„ 4 Il b�� - 3600 -it .sC3ss) 113 ;43 614 (36) = be b,641 . 36004 _ %s.s(it S)', 1-19 9 4_ 1 1 {n4 DCI E f G I f E E R S Project No. 13011-0038 Sheet No. Project CLE.Ak .SIGN Date 2./11./13 Subject STACk By STACX CHWc,. -2/01 Ict►sA 3p 36'1 x 0.15P uvALL STA(k DEFLECTION TOP OP sTACk vruptk SJJSMI( LofDI+46 Ch Sze 1.25 (0.003") 1.0 I, O.00i —8 - ANC:LE BRACE DE5(6 N ItEA(rIUN AT BRAM FItOM tt1sp• I°= 236' PLEXuRAL nL*ru400: R= 8'-o" p= 3369* (t' MrDsPAP4 3-Wf t/(81) = 9131 #-f4 9 9 pES16N T L 5 x 5 id 3/e sic:: 2-.91 ins Iz: 8.76 ;•,'' /4wuu c My= 0.00 ss, Fy: 0.9 (311 ih3)(36 i40 = 69.1 K -"A 4 YIewi N& ort 11- s?ATE 1.5My = 1.5(69.' ic-k) = 109.1 K "i 4 &-Y1) L1M1T STAT'e Ate o 0.66E 64£ Ce 12- (4o.c)t1 1 t 0.66(2.�c"")/5 (o.335ii)(I.o) %"Co3i5)L 14048 (—rrL—) 1119.). '" > 69,9 IC 41A use £aw Flo -3 M„= (t.91-1.1fi GT) My \ 69.9 t-�.► iL t:1/ 111.1 "Pi 1) DCI EfGIfEERS Project No. II011-0036 Sheet No. eg Project CLEARSIGN Date 2/IL/t3 Subject 5T-AcK By 1470 ANGLE hbA(E D4 LE LOCALRUckL ,J& LIMIT 6 AV t. b3Mc" 1i.3 G v^PAC SCCriciN Ltml t = 0.59V = 0.S111. 19-2- = Y 1S.J > IL'5 -4 5ecrcoN Is cv'PAct kor►IkAL rioMehT tt1P^CITY = Mme= 101,1k"" = 8.67-5 k•R Mvt 8.6..f.it-F+: S.1k•f} ? 9.} "•><f 1Lb 1.61 ✓pk DCI EfGIfEERS Project No. 13011- 00 38 Sheet No. Q Project GLEXSIGN Date 2./12./i3 SubjectANGLE. CONN 7b 4x1G PURuni By70 ANGLE* CONN TO PUR..UN Pulzun► ANAL ENb R GM % eCk 6-) ' i x 3Ya I.A6 Sc Dews Pt* 3.S" ,?n 1%1 = LB/n 4 8D % c -11. c°•c%-`gun c:. 1,0 4=1.6 E,t' = 7/0# C1.0 e ) = 1189* (0568) 62.5# 12 s (2-) lu z. 1(6 ?.1.541) ::13/S4 > I I i 9 # Zek. kr. 2--3-672! MAX :-- 1t89 * -1 z„ = Flo* DCI enGinEERs Project No. 130a - 0039 Sheet No. I Project G. LMRSIGN Date 2-/I1/13 Subject 5u1kNA(I COl veCrioNS FU It WALE. 4--Ysrstw- 5MAU. ;Hutt Pm" 61A(.K (? l : 1 'or = 1 B I 4 1 FP 1 Fp= 0.51(8,6f2#) = 2999x, V6rAuc = 991 q CFRon kt5A ANALYSIS) oTet= Fe(9.5').... V$ k (i5;) " 1999* (9.s9+ 999*(IS') 41916 It -ft MkX VPLLFT = 11,91614-ff = 1005 s.5' (AnwT Res15T is (2) L$&5 --0 TAvx: 1L - - = 3901* w/ (1) ,4NC NOk bolas Pak LaG Tema":: 39–q T. 9t6*/&, a —p u5E 3/4"16 N1LT7 lcwl k 13011- -rt. v,/ 5 WI Ert two Ludt BLC 1, E -91 51b •91.5IRMt DCI Engineers Henry O'Brien 13011-0038 Clearsign Stack SK -1 Feb 12, 2013 at 12:23 PM stack.r3d Company : DCI Engineers Designer : Henry O'Brien Job Number : 13011-0038 Clearsign Stack Feb 12, 2013 12:11 PM Checked By: Hot Rolled Steel Desian Parameters Label Shape Length[81 Lbyy[R] L 1 f M1 Stack 36 14 E Hot Rolled Steel Properties Lbzz[ft] Lc omp_topM] L_comp botf81 L -torp.,. Kyy Kzz Cb Function I 1 I Lateral I 1 � A36 Gr.36 29000 11154 1 .3 .65 r .49 36 1.5 58 1.2 1 2 ! A572 Gr.50 29000 11154 1 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 I 1.1 4 I A500 Gr.42 29000 11154: .3 .65 .49 42 1.4 58 1.3 5 , A5Q0 Gr.46 29000 11154 .3 .65 .49 46 1.4 58. , _ 11.3 Joint Coordinates and Temperatures Label 11 Ni - - N2 -23 _ N3 __ X.[ft] Y[ft] 0 0 0 4.33 0 14 Joint Boundary Conditions Z (ft]T Temp (19 0 0 o 0 o 1 0 Detach From Diapgm 1 Joint Label XWm] Y [k/inl Z [kiln] XRot-ft/rad]., Y Rot.ik-Wrad] Z Rot[g$(radl Footing 1 1 N1 Reaction 1 Reaction Reaction Reaction 12 N2 Reaction 1 Reaction Basic Load Cases BLC Description Cate3oa X Gravity Y Gravity Z Gravity Joint Point Distributed �Area(Me...j urface(...1 [-1 E None - - i-- L 1 Load Combinations Description Solve PDelta SRSS BLCFactor = C actor BLC actor BLC Factor BLC Factor BLC Factor BLC actor BLC actor 1 E Yes I Y 1 1 L 1 Joint Loads and Enforced Displacements (BLC 1: E) 1 11 Joint Label L,D,M DirectionMagnitude[(Ib,k-ft),_(in,red), (lb's"2/ft,Ileft"2U__ N3 ---- 1- L- - -1 X 1 -91.5 1 Member Distributed Loads (BLC 1: E) Member Label Direction ,Start Magnitude[Ib/ft.F9End Magnitude[Ib/ft f Start Location[ft %] End Location[ft46] L1 ; M1 { X 1 -91.5 1 -91.5 0 _ 0 Joint Reactions (By Combination) LC Joint LabelX ] Y pia] 1 1 _ _ N1 -994.244 _-- 0 2 1 N2 2366.744 0 _3 _ 4 Totals: COSciti• 1.3.72._5 i 0 NC NC Z [Ib] MX ILA _ _ _ MY k[_-fi] _ _ MZ [kl] 0 0 0 0 0 0 0 0 I 0 NC 1 RISA -3D Version 11.0.0 [C:\Documents and Settingslhobrien\My Documentslstack.r3d] Page 6 Company : DCI Engineers Designer : Henry O'Brien Job Number : 13011-0038 Clearsign Stack Feb 12, 2013 ( l 12:11 PM Checked By: Joint Deflections (Bv Combination) LC .Joint.Label X [[0] Y [lo] Z [in] X Rotation [rad]; Y Rotation_[ a ],Z Rotation [ L 1 1 N1 0 0 l 0 e_6 0 0 4.016 2 1 N2 ' 0 0 l 0 0 1 0 T 1.262e-5 3 1 _N3 -.003 0 0 0 0 2.735e-5 Member Section Forces v Shearjlbl hearrlb Tor auelk-Rl v -v Mo... z -z Mo 1 1 1 M1 1 I 0—T-194244 0 0I 0 2 1 2 1 0 1 1314.494 0 0 0 -4.04 3 3 1 0 -732 0 0 1 0 -2.882 4 4 1 0 -411.75 0 0 1 0 -.881 5 5 1 0 -91.5 0 0 0 0 Member RISC l4th(360-10): ASD Steel Code Checks (Bv Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[it] Dir Pnc/omI[_b] Pnt/om.[IJp]_Mnyy/om[... Mnzz/om [k-... Cb Eqn 1 1 1_1 M1 steak36 .010 T4.3751__.020_}_4.229Ty_1281276.0591-770658.683 1 488.017 1 488.017 11.637 H1-11-3] Material Takeoff Material 1 Hot Roiled Steel Size Pieces Length]Ol Weight])q A36 Gr.36 Stack 36 1 14 1.7 3 Total HR Steel 14 1.7 RISA -3D Version 11.0.0 [C:\Documents and Settings\hobrien\My Documents\stack.r3d] Page 7 DCI Er7GIP1EERS Project No. 12011-003g Sheet No. I+ Project C -t -f il- S I G1 tJ Date 142-0 113 Subject Me- Z140 10 PLA -t4 By efts _ l I I i I �! - - _ : + w I I I 7 7 - i C i �- 4 -t- -I t T I -t !- t 4- I ---4 1_ _lam - - , _4 • 4_- . 1 DCI € n G I n E e R s Project No. 13o 11- oo3 1 Sheet No. , s Project CAL-Fra,S14 n1 Date x%13 Subject C'2-2 r M 1 A1G1 By cit:f. 5 -Tr otS "ICC 7 I f r 1 CI 1 I_L_ 1TT 1 ` _y-Iy I 1 1311j* -_4-- , r - 1 I I 1 I I' Y._4_,i LI - 1 l 11: I 1 T1- -- - I! -1 '^T./ ���-1-6-1947 �i til ; I I ' I I x.45.: -4-- - - t r- 1 J-.- _t 1.�} `b r 1, 4� 1 1- I iz _ ' , ----------, ---- 1. L: -it -F_¢S ' t I q_(e)1k-_I, n j= 12,2- k-(+ 561 i --i -, F H_ _i -i_._ 1-_i j ! � I ��►f,-133ks --40 0 01` 1 1' r I III 1 _;_. I 11 i 1 140:---1,---_,L-',_,_ l ' ; 1-L1- -a; i 1- I ; _ r- DCI enGineeRs Project No. 130il- 0031 Sheet No. Project c 1 604 Date Subject I A t*'11/7-- RA FA g,J4 1 L. I t 1 ---i - --. ...,-- , , -4- ---.--: L. D__L.: ---'r _i -71-41--, '-----1---H-Jr- tt.rj---1I_ i ! 1 -1----1 I i • \ )c(12z-+ to PSr) . . .7.-- --' 7A-1g4F.--1 -r-u- • -IIii:-4i ,- -- , _ ___ I-, • , i _i__ ----, PSe=-1-3-0-0-5(-- -__-_icz____.:_.:_l_:_i_L____„.L1---- , : . i , + ' , -- , t 1 1 i , , • ; p 4.16114- • : H -t oF C131)05 360-617 -1. +if] L4_44110 -0i = 150slc- kali 0' 41= 7-r11-(1- :1- 1- ! )-3-4/0):='SlOeLt 4- 1 I I J I „ 1 .1 . ,. 7 . 7,,..ttt q K...4-4.. ,...., ;, , _ , _ .. , 05e.()Jtsrr- , , - - ______ .c ___, ; _ . 1 1 1 . ' I.-7- _ ! . _,-1 15k_ k/ft 7 t 1 Fitt F- iu -.54k/ft M AAi A Ann Loads: BLC 1, TL Results for LC 1, Total Load J SK - 1 Feb 20, 2013 at 11:59 AM untitled.r3d Company . Designer . Job Number : Feb 20, 2013 12:00 PM Checked By: Cold Formed Steel Properties 1 Label A570 Gr.33 E [ksjJ 29500 G [ksij 11346 2 A607 C1 Gr.55 29500 11346 Nu Therm \1E5 FL Densityik/ftA31� Yieldiksi] .3 .65 I .49 33 .3 .65 .49 55 Fu[ksij 52 70 Cold Formed Steel Section Sets 1 Label Shape Type Design List CF1A I1.5CU1.25X...I Beam 1 CU Material ))esign Rule A [1n23 Iyy Gn4J Izz [In/1J J (1n41 A570 Gr.33 Typical 1 .131 I .022 I .052 5.4e-5 Cold Formed Steel Design Parameters 1 Label Shape�ngih.. Lbyy[f t] Lbzz[ftl },Como to . Lcomp bo Kvy Kzz iCm yyECm zz1 Cb M1 11300330.-16.75 R y sway sway Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudeffk.k-M. Iin.radl. (k*s^2If.. No Data to Print ... Member Point Loads (BLC 1: TL) Member Label Direction Magnitude[k.k ftj Location[ft. • • 1 1 M1 Y -1.15 2.5 2 M1 Y -1.15 9.5 Member Distributed Loads (BLC 1: TL) 1 M1 Y -.54 -.54 0 2.5 2 M1 Y -.27 -.27 2.5 9.5 3 M1 Y -.54 -.54 9.5 16.75 Joint Reactions (Bv Combination) 1 LC 1 Joint Label N2 X [kJ 0 Y [kJ z 4.669 0 MX Mt] 0 MY MI] MZ [k-ftl 0 0 2 1 N1 0 4.786 0 0 0 0 3 1 Totals: 0 9.455 0 4 1 COG (ft): X: 8.272 Y: 0 0 Member Section Forces (Bv Combination) 1 1 M1 1 0 4.786 0 0 . 0 0 2 2 0 1.83 0 0 0 -13.749 3 3 0 .699 0 0 0 -19.045 4 4 0 -2.408 0 0 0 -14.818 5 5 0 -4_669 0- _. 0 _ 0 0 Member Cold Formed Steel Code Checks U x [1 ,Sh5ar [�� Lociftl 1yir 8.57 kJ1T5/ 391 1 1 WI1 130oS3oo-.. 2.617 9.4221 500 10 l y 8.574 145.391 .1A • U 0 Cb 1.825 7.5 1.163 q .6 .85 C5.2i4 RISA -3D Version 10.0.0 [C: RISA\untitled.r3d) Page 1 3/3/2014 City of Tukwila Department of Community Development DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. D13-065 CLEAR SIGN COMBUSTION 12870 INTERURBAN AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director New Inspection Request Line 206 438-9350 In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/22/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/22/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, File No: D13-065 P.PvASJ"4, 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 archstect December 2, 2013 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Allen Johannessen Re: Clear Sign Combustion 12870 Interurban Avenue South D13-06( Dear Allen, elLA DEC 0 4 2013 P'EAMIT CSA Clear Sign has made a change to the location of the new furnace. It originally was located under the mezzanine which required structural modifications to the mezzanine. They have now located the new furnace outside the mezzanine which now does not require any mezzanine modifications. I have attached two copies of revised sheets SD -1 (scope), T-1 and T-2 with furnace relocation. The changes have been flagged and clouded. Please remove the structural sketches from the permit set for the mezzanine modification as those now longer apply. If you have any questions, please call. David Kehle DK/dk Attached: 2 copies sheets SD -1, T-1, T-2 Cc: Mr. Jim Harmon 8704-1 /cityletl /clear/12-02-13 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com November 19, 2013 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director David Kehle 1916 Bonair Drive SW Seattle, WA 98116 RE: Request for Extension Permit NumbersgIMIO645, M13-051, PG13-030 Clear Sign Combustion —12870 Interurban Av S Dear Mr. Kehle, This letter is in response to your written request for an extension to Permit Numbers D13-065, M13-051, and PG 13-030. The Interim Building Official has reviewed your letter and considered your request to extend the above referenced permits. It has been determined that the City of Tukwila Building Division will be extending your permits an additional 120 days from the date of expiration, through April 22, 2014. If you should have any questions, please contact our office at (206) 431-3670. File: Permit No. D13-065, M13-051, PG13-030 W:\Permit Center\Extension Letters\Permits\2013\D13-065 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PPR Le. kehle architect November 13, 2013 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Permit Staff Re: Clear Sign Combustion 12870 Interurban Avenue South D13-065, M 13-051 PG 13-030 Dear Staff, 1!C°I/D NOV 15Z013 The tenant, Clear Sign Combustion, has requested that the above permits be extended for at Ieast6 months: The reason for the extension is to allow the further design and modifications to the test furnace using newer technology that previously available. Please advise me of the extensions and I wil alert the contractor and tenant. Thank you in advance. DK/dk 8704-1 /citylet,extension/'clearsign 11-13-13 60 (74 -'0 Me I7 -(421,i3 ( u- g7 Pna,.n ) F►4t C t"44-1 Of Fl tf' 'O ,AG/6."91 -n9kes.r Mot," S. Ssuit-r. 1916 Bonair Drive S.W. Seattle, WA 98116 23 tj eta ;?d (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com 11-01-2013 • City of Tukwila 1 Jinl Ilaggerton, Mayor Department of Community Development Jack Pace, Director DAVID KEHLE 1916 B.ONAIR DRS W SEATTLE, WA 98116 RE: Permit No. D13-065 CLEAR SIGN COMBUSTION 12870 INTERURBAN AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/23/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/23/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1..d) Bill Rambo Permit Technician File: Permit File No. D13-065 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 67, kehle rchitect May 15, 2013 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Allen Johannessen Re: Clear Sign Combustion 12870 Interurban Avenue South D13-060 Dear Allen, I am in receipt of your review memo dated March 1, and the following items relate to your comment items as follows: 1. Structural has made the comment corrections and see attached response from DCI. 2. See response from DCI. 3. See response from Clear Sign. This was noted as a test kitchen that Clear Sign will build and then gets a UL certificate. 4. See response from DCI detail sheet SSK-05. If you have any further questions, please call. David Kehle DK/dk Attached: 4 DCI comments and sketches (please attach to sets) Clear Sign Responses Cc: Mr. Jim Harmon 1916 Bonair Drive S.W. Seattle, WA 98116 RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER CORRECTI1 LTR # ._._. 1)1S-0(06" (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com • OClearSign April 25, 2013 Allen Johannessen City of Tukwila Re: D13-066; Response to Question 3/Allen Johannessen Dear Mr. Johannessen: The following is in response to your review of the above referenced permit application: City Comment: "3. Provide manufactures installation specifications for the new furnace that identifies clearances and a/no1011 of heal 11 generates including safe clearances required around the ducts" Response: Similar to a previous research furnace constructed and installed in 2011/12 under Permit #M1 I - 126, M11- 126, ClearSign Combustion Corporation is the manufacturer of this research furnace. All furnace and duct surfaces shall be 120 F or less which shall be monitored via thermocouples. Minimum required clearance is 1". The furnace and stack shall be constructed with actual clearances of 4". We would be pleased to provide any further information or respond to questions as needed. Sincerely, ClearSign 'ombu io /' orporation Josep: nino, Chief Technology Officer ClearSign Combustion Corporation 12870 Interurban Avenue South Seattle, WA 98168 Phone: 206.673.48481 Fax: 206.299.3553 I www.clearsigncomhustion.com CORRECTION LTR# RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER 9I3 -0(o5 ��11LAll, City of Tukwila March 14, 2013 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-065 Clear Sign Combustion —12870 Interurban Av S Dear Mr. Kehle, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. File No. D13-065 W:IPermit CenterlCorrection Letters120131D13-065 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 1, 2013 Project Name: Clear Sign Combustion Permit #: D13-066 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Provide reference with structural steel notes on engineered plans: "structural steel welding/fabrication shall be done by WABO certified welders" 2. Provide specific information about the type of bolts in reference to ICC ESR reports and specify the special inspection requirements for bolts embedded in concrete for base plates or similar and specify if or what special inspections that may be required for steel fabrication. (IBC Chapter 17 & 1707.2) 3. Provide manufactures installation specifications for the new furnace that identifies clearances and amount of heat it generates including safe clearances required around the ducts. 4. Plans and engineers specifications don't specifically show how or to what the duct is seismically attached. Please provide those specifications with details. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. OPERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-065 DATE: 12/04/13 PROJECT NAME: CLEAR SIGN COMBUSTION SITE ADDRESS: 12870 INTERURBAN AVE S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 111. I'S -mill Building Division gm Public Works Fire Prevention Structural 12.'3.13 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/05/13 Complete Incomplete Not Applicable Comments: INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required Lil No further Review Required APPROVALS OR CORRECTIONS: Approved X Notation: Approved with Conditions n DUE DATE: 01/02/14 Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: PermuCdt:er#(JsOnI; -4 CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: fPIERN6iT COORD COM, PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-065 DATE: 05/15/13 PROJECT NAME: CLEAR SIGN COMBUSTION SITE ADDRESS: 12870 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division • Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05/16/13 Complete tYIN Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route al Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/13/13 Approved ❑ Approved with Conditions NIt. Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: •PERMIT COORD COP* PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-065 DATE: 02/26/13 PROJECT NAME: CLEAR SIGN COMBUSTION SITE ADDRESS: 12870 INTERURBAN AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENT uidin Division 1111-1 V&A Of\9 Pub is Works Structural m,,it, 0-o.1/13 bm NA 02A%, l3 Fire Prevention• Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02/28/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 03/28/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Onlyt CORRECTION LETTER MAILED: 0 v I Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: r • PROJECT NAME: L " 1'r ('' CJI! PERMIT NO: V 1 .0 SITE ADDRESS: I W O 1111' IMal,i°(N AV. ',ORIGINAL ISSUE DATE: u!1 S REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT ALS I, ii_Iiittr; Tyv--- IOZ. Oh • Itl 1-0-' Summary of Revision: al o C(,kk iVI-vv ce VIA VANACr- Vneti1/‘NlV‘e Received by: 1.<7._#___c__ 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) • • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. D/l 2)‘6 By: IBC Edition & State Amend. Date: 6----17--/7 Project title: L‘.rr +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. I' Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Q/ Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. City of Tukwila Steven M. Mullet, Mayor Department of Community Development , 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: IG IPZ I �3 0 Response to Incomplete Letter # Plan Check/Permit Number: 17 0624, Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building inspector or Plans Examiner Project Name: 61,a %Iai4 1l1' tts1ioLI .'l- Project Address: 1to I N'reLuM6t I &*. Kai* Contact Person: ow Phone Number: tr// -433-6 etq + Summary of Revision: erre nrm. DEC 0 4 2013 t''ERMITCENTER ttieot,p,. —AtWee iVoi-1 lit4C64Me ii -ry bu-t-sioe Ite3YistiOC Lb 9tiutwt6i, I4pIr cb ki5 -lb 11e'NDJE Mews Sheet Number(s): � -I i CI 11=2 areas o revision incCr.?ate o revision "Cloud"or highlight all e f g f Received at the City of Tukwila Permit Cente by: (k Entered in Permits Plus on ti 1v" %applications\ forms -applications on linekrevision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 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: (el .10 I Plan ChecWPermit Number: D13-065 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 e�ECEIV D OF TUVWILA ❑ Revision # after Permit is Issued 111Revision requested by a City Building Inspector or Plans Examiner HAY 15 2013 Project Name: Clear Sign I ERMIE CENTER Project Address: 12870 Interurban Av S Contact Person: cill0 Summary of Revision: Phone Number: Ver-4.93tqQ Nat .bmirtzt7t, Pox- bitr4+ etot, s koir4 Sheet Number(s): IBJ 114,({ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by. Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 Contractors or Tradespeople Primer Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PRECISION BUILDERS INC UBI No. 600553713 Phone 2068782948 Status Active Address Po Box 98609 License No. PRECIBI151C2 Suite/Apt. License Type Construction Contractor City Des Moines Effective Date 2/22/1985 State WA Expiration Date 1/19/2014 Zip 981980609 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTCBI133M3 WEST COAST BUILDERS INC Construction Contractor General Unused 7/23/1987 6/1/1989 Archived PRECIB*163BR PRECISION BUILDERS Construction Contractor General Unused 1/19/1984 1/19/1986 Archived Business Owner Information Name Role Effective Date Expiration Date SANBURN, SCOT DEAN President 02/22/1985 Amount SANBORN, ELIZABETH ANNE Secretary 12/16/2011 BKW135374707607/15/2012 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS INS CO 415171C 01/19/2002 Until Cancelled $12,000.00 01/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 20 Ohio Cas Ins Co BKW135374707607/15/2012 07/15/2013 $1,000,000.0007/10/2012 19 Ohio Cas Ins Co BKW125374707607/15/2011 07/15/2012 $1,000,000.0007/07/2011 18 OOHIO CAS INS BL01053747076 07/15/2010 07/15/2011 $1,000,000.0007/13/2010 17 OOHIO CABINS BL01053747076 07/15/2009 07/15/2010 $1,000,000.00 06/23/2009 16 0010 CAS INS BL053747076 07/15/2008 07/15/2009 $1,000,000.0007/11/2008 15 0010 CAS INS 53646587 07/15/2007 07/15/2008 $1,000,000.0007/17/2007 14 PROBUILDERS SPECIALTY INSURANC LAM5005190 07/15/2006 07/15/2007 $1,000,000.00 07/14/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period httns://fortress.wa. gov/lni/bbip/Print.aspx 06/26/2013 INSTALL NEW NON-BEARING PARTITIONS FOR " •P, OvE PORTION OF WALL FOR NEW WINDOW, N, INSTALL NEW TEST FRUNACE (SECOND) IN WAENOUSE. WOVE OF MEZZANINE& T, . ID. 211600-000-Pa9 BUILDING .4 SITE STATI5T1CS BUILDING CODE: IBC 2009 ZONING: M-1 SEISMIC ZONE: ZONE CONSTRUCTION TYPE: Y-fiS SPRINKLERED OCCUPANCY' GROUPS: B 4 5-1 ALLOWABLE BUILDING AREA: UNLIMITED, 60' YARD ON ALL SIDE$, AND FULLY SPRINKLERED AREA OF REMODEL: APPROX.1,500 S.F. LEGAL DESCRIPTION LOT 1, GATEWAY CORPORATE CENTER, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 144 OF PLATS, PAGES 23, 24 AND 25, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION, IF ANY, DEEDED TO THE CITY OF TUKWILA FOR SIDEWALK BY DEED RECORDED UNDER NUMBER 9303171767; TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS CREATED BY INSTRUMENT RECORDED UNDER RECORDING NUMBERS 9312222125 AND 9312222126, IN KING COUNTY, WASHINGTON, VICINITY MAP � , t N. T. S. 111 • SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION NO CI-IANGES TO SITE OR EXTERIOR OF BUILDING REVIEWED FOR CODt COMPLIANCE APPROVED DEC 06.2013 AREA OF UJORK ‹("pe4, As74, so PLAN NORTH SITE PLAN SCALE: 1" = 40' NO CHANGES TO 5I TE OR EXTERIOR OF BUILDING REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA DEC 0 4 2013 PERMIT CENTER ,k<</ .cf• FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy Is acknowledged: By Date: City Of Tlikwila BUILDING DIVISION EIS\O oL l/-0(p5 Z O 1 a e, 0 N co vol 03 I In N N O.OW SD 1 EX. WAREHOUSE foculEX. TEST FURNACE I I uL_J EX. OFFICE EX. OFFICE ADA R 0 ADA SEW CONFERENCE E EX. SKYL ICsHT O REMOVE PORTION OF EX. WALL FOR=_______� NEW WINDOW—0 I _ _ _ '411 �- EX. MEZZ ,ABOVE SEE PLA EX. TECH SPACE CD EX. WAREHOUSE EX. OPEN OFFICE EX. L OFFICE D EX. OFFICE EX. OFFICE ADA a � 0 ADA EX. OFFICE u EX. OFFICE 0 pEMO NOTES: 1. REMOVE EXISTING WALLS (NON-BEARING), PATCH WALLS, FLOORS ,AND CEILINGS AS REQUIRED. 2. REMOVE EXISTING POWER TO ABOVE CEILING, MARK BOX WITH CIRCUIT NUMBER AND PANEL 3. REMOVE EXISTING PHONE AND DATA WIRING 4. REMOVE AND REFRAME EXISTING MEZZANINE STRUCTURE FOF? NEW FURNACE LOCK DOOR, SIGN"NOT IN USE" FLOOR PLAN: EX. AND DEMO 02 -IS -13 c I EX. CONFERENCE RR LOCK DOOR, SIGN"NOT IN USE" ROOM SCHEDULE (NO CHANGES TO FLOORING OR CEILINGS) S,IS FLOOR: EX. VCT NO CHANGES BASE: EX RUBBER, ADD NEW RUBBER AT NEW WALLS WALL: NEW WALLS PAINT GYP BD (EE) CEILING: EX. SUSPENDED CEILING NO CHANGES DOOR SCHEDULE (LEVER . HANDLES ON ALL DOORS) El : EX. 3' X 7' ALUMINUM STOREFRONT INSULATED DOOR ADD SIGN "DOOR BLOCKED" E2 : EX. 3' X 7' ALUMINUM STOREFRONT INSULATED DOOR ADD SIGN "DOOR BL;OCKED" E3,4 : EX. 3' X 7' S/C/ WOOD DOOR AND WD. JAMB, PRIVACY LOCK E7,11 : EX. OVERHEAD DOOR E8,9,10 : EX. 3' X 7' HOLLOW METAL DOOR AND H. MTL JAMB E12,E13 : EX. 3' X 7' S.C. WOOD DOOR AND H. MTL JAMB E14 : EX. 3' X 7' PAIR S.C.WOOD DOOR AND H. MTL JAMB 1 : EXISTING 3' X 7' STORE FRONT ALUMINUM WITH INSULATED GLAZING CLOSER, THRESHOLD AND LOCK. SIGN" THIS DOOR TO REMIAN UNLOCKED DURING BUSINESS HOURS) 2,4: EXISTING 3' X 7' S.C. WOOD (STAINED)) W/ 1/2 SAFETY GLAZING IN METAL FRAME, WOOD FRAMES (STAINED) 5,9 W/ 1 1/2 PR. BUTTS, LOCKSET, WALL STOP, SILENCERS 10,11 12,13 3: 4'X7' GYP BD OPENING 6: EXISTING PAIR 3' X 7' S.C. WOOD (STAINED), WITH WOOD FRAMES (STAINED), PASSAGE SET, CLOSER WITH COORDINATOR, 3 PAIR BUTTS, WALL STOP, SILENCERS 7,8 : EXISTING PAIR 3'X 9'-6" S.C. WOOD DOORS WITH 1/2 VIEW WINDOW SAFETY GLAZING IN METAL FRAME, WOOD JAMBS, PASSAGE SET, CLOSER WITH COORDINATOR, WALL STOPS, WEATHER STRIP. 14 : EXISTING 3'X 7' S.C. WOOD DOOR WITH 1/2 WINDOW SAFETY GLAZING IN METAL FRAME, WOOD JAMB, 1 1/2 PAIR BUTTS, PASAGE SET, WALL STOP, SILENCER N1 : NEW PAIR 3'X 9'-6" S.C. WOOD DOORS WITH 1/2 VIEW WINDOW SAFETY GLAZING IN METAL FRAME, WOOD JAMBS, PASSAGE SET, CLOSER WITH COORDINATOR, WALL STOPS, WEATHER STRIP. MATCH EXISTING DOORS 7 AND 8 WINDOW SCHEDULE (MATCH EX. FRAMES AT DOORS) A: EXISTING 4' X 4' X 1/4" CLEAR GLAZING IN WOOD FRAME B: EXISTING 3' X 6'-6" X 1/4" SAFTY GLAZING ON 6" CURB, WOOD FRAME C: EXISTING 4' X 4' 1/4" CLEAR GLAZING IN OAK FRAMES +3' AFF D: EXISTING 2' X 6'-6" X 1/4" SAFTY GLAZING ON 6" CURB, WOOD JAMBS E: EXISTING 6' X 4' X 1/4" CLEAR GLAZING +3' AFF, WOOD JAMBS F: NEW 4' X 4' 1/4" CLEAR GLAZING IN WOOD FRAMES +3' AFF WALL TYPES In NEW 3 5/8" X 25 GA. STL STUD AT 24" O.C. W/5/8" GYP. BD. BOTH SIDES TO SUSP. CEILING, BRACE AT 8' O.C. TO ADJACENT WALL OR ROOF STRUCTURE, SOUND INSULATE FULL THICK PROVIDE SOUND BOARD ON STUD THEN RESILIENT FURRING CHANELS ON SHOP SIDE, THEN GYP BD. REVIEWED rOR CODE COMPLIANCE APPROVED DEC 06 2013 .1 City of Tukwila BUILDING DIVISION 52' FROM METER TO FURNACE 60' OF 1 1/2" GAS PIPE = 6,983 CU FT AT 2 PSI. 2 PSI CCAS METER 1 1/2" PIPING UP 8' IN WAL ABOVE CEILING 38 LF 1 1/2" BLACK IRON GAS PIPING WAREHOUSE RELOCATE EX. PATHWAY L IGI-IT EX. OFFICE NEW SHOP 1151 1 1 1_ EX. L OFFICE EX. OFFICE EXIT PATHWAY EX. OFFICE 1 EX. OPEN OFFICE EX. CONFERENCE 0 1 � .141 RES\O.N cr)Ex. OFFICE WAREHOUSE MEZZ. ABOVE SEE PLAN RR RR EX. OFFICE FL -001' PLAN: NEW SCALE: 1/8" = 1'-0" OFFICE A– A: 5,412 SF AT 1/100= 55 OCCUPANTS TWO EXITS REQUIRED AND SHOWN, MIN. 825 EXIT WIDTH POINT OF GAS CONNECTION FOR FURNACE I2'-" NEUJ TEST FURNACE 5 MILLION BTUH. FLOOR FLAN: NEW GAS FIFE SCALE: va" = i' -m° 02-18-13 NO STRUCTU CHANGES o MEZZ. A► GN NEW OP:. ING T. CLE • – CO DUITS • EX. OFFICE 322 SF 1/15 =21 OCCUPANTS, ONE EXIT EX. CONFERENCE .1/ LOCK DOOR, SIGN"NOT IN USE" NOTE: b 13 °cos - EMERGENCY LIGHTING FACILITES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF I FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMIll AT ANY PONT OF 006 FOOT-CANDLE AT THE END OF THE EMERCsANCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. INTERNALLY ILLUMINATED EXIT SIGN WITH BATTERY BACK UP AND PATHWAY LIGHTING BATTERY BACK UP PATHWAY LIGHTING ANP**– 4BOVE CU E ► X -I OPENI STEEL MEZZ. 6" • - CLE RANCE TO INS ATED F ACE. )c\ EX. FULL HEIGHT WALL 1 IL 12'-° GUARDRA STEEL MEZZ. 23'X18' ====.-__====tea MEZZ. ABOVE + 11' AFF EX. STAIR WITH HANDRAILS RECEIVED CITY OF TUKWILA DEC 0 4 2013 PERMIT CENTER f4_ FLOOR FLAN: MEZZ.. SCALE: 1/8" =- 1'-0" 02-18-13 1 t>o M m C�2 0 0, m N C01 a N 0) ) co op *c 00 N N W 1 EX. CEILING GRID AND LIGHTS TO REMAIN 1 • 1 ><. 0 n 0 0i ><. 1 0 • EXISTING CEILING GRID AND LIGHTS TO EMAIN NO CHANGES TO EXISTING CE IL ING GRID. RELOCATE TI -EE FIXTURES, ADD LIC -4T SWITCHES REFLECTED CE 1— NCI FLAN: DEMO SCALE: 1/83" WAREHOUSE {-TEST FURNACE X. SKYLIGHT I I I I I I 0 L. ___ _J EXIT! MINN MIMI AIM. 111•1110 MOM >‹- = = = = 0 EX1T 4 LU,4REHOU 6' L IGHTS, NEW SW I TC NEW TEST FURNACE WITH OPENING ABOVE MEZZ. ABOVE X. CLG TO REMAIN (+8'-4") EX. CLG TO MATCH EX. ( +a' -4") REVIEWED FOR ODE COMPLIANC APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION REFLECTED CEILING FLAN: NEW REVISIONNO..: SCALE: 1/8" REUSE THREE EXISTING FIXTURES b ant:20065m NEW FURNACE AND , FURNACE STACK 3IX3' THRUOUGH ROOF ABOVE WITH 6 " MIN. CLEARANCES. 1 1 L NO CHANGE IN L IGHTING STEEL MEM 23'X181 RECEIVED CITY C F TUKWILA DE., 0 4 2013 MEZZ. ABOVE PERMIT CENTER NO WORK FLOOR FLAN: MEZZ. SCALE: I/8" = 11-0" 08-23-11 (Arinni 'manta A riff iCekifinrieUi I I 1 I otare1 M.o.., • rytelirseinl "A rtt 4110'7 A rtontn-priA At#4.1--• 011011" /.••••• B... Csi C2 col ‘11 0 1 co SCOPE OF 1591i1( INSTALL NEUJ NON-BEARING PARTITIONS FOR SHOP, REMOVE PORTION OF WALL FOR NEW WINDOW, REMOVE PORTION OF MEZZANINE STRUCTURE FOR NEUJ FURNACE TO RUN THROUGH, INSTALL NEW TEST FRUNACE (SECOND) IN WAEHOUSE. TAX ID. 211600-0010-09 BUILDING 4 SITE STATISTICS BUILDING CODE: IBC 2009 ZONING: M -I SEISMIC ZONE: ZONE 3 CONSTRUCTION TYPE: V -B SPRINKLERED OCCUPANCY GROUPS: B 4 S -I ALLOWABLE BUILDING AREA: UNLIMITED, 60' YARD ON ALL SIDES, AND FULLY SPRINKLERED AREA OF REMODEL: APPROX.1,500 SF. LEGAL DESCRIPTION LOT 1, GATEWAY CORPORATE CENTER, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 144 OF PLATS, PAGES 23, 24 AND 25, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION, IF ANY, DEEDED TO THE CITY OF TUKWILA FOR SIDEWALK BY DEED RECORDED UNDER NUMBER 9303171767; TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS CREATED BY INSTRUMENT RECORDED UNDER RECORDING NUMBERS 9312222125 AND 9312222126, IN KING COUNTY, WASHINGTON. VICINITY MAP N.T.S. NO CHANGES TO SITE OR EXTERIOR OF EBUILDING AREA OF UJORK REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2i 2013 City of BUILDING !SION PLAN NORTH SITE PLAN SCALE: 1" = 40' NO CHANGES TO 5I TE OR EXTERIOR OF BUILDING SEPARATE PERMIT REQUIRED FOR: O Mechanical C, Electrical Plumbing Gas Piping City of Tukwila BUIL DING DIVISION - REVISIONS No changes shall be made to the scope of work without p -nor approval of Tukwila Build ng Division. U '2: revisions will require a new plan submittal and may include additional pian review fees. FELE COPY Penult No. ► --OUD Flan review approval is Approval of construction docounts does not authorize the violation of any or . • t nance. Receipt of approval to and By ctvy ,24-/Z Oty Of BUILDING a $ ed: RECERIED CITY OF TUKI/IIILA FED 262013 PERMIT CENTER \11A/1.0.4 A1.J..... ......w4..\/+AP1\AAO7 AAOA\O7AA 4Vf1 CAD @ 1nK1 "/'1AArt%AII t r A .1..... EX. WAREHOUSE E REMOVE PORTION OF EX. WALL FOR NEW WINDOW-)'* SEE PLA V EX. WAREHOUSE ===========9 - \EX. MEZZ ABOVE EX. TEST EX. FURNACE SKYLIGHT r —1 0 EX. TECH SPACE i L—J EX. OFFICE EX. OFFICE ADA R 0 MEW CONFERENCE @r? EX. OPEN OFFICE EX. OFFICE EX. OFFICE pEMO NOTES: 1. REMOVE EXISTING WALLS (NON-BEARING), PATCH WALLS, FLOORS AND CEILINGS AS REQUIRED. 2. REMOVE EXISTING POWER TO ABOVE CEILING, MARK BOX WITH CIRCUIT NUMBER AND PANEL 3. REMOVE EXISTING PHONE AND DATA WIRING 4. REMOVE AND REFRAME EXISTING MEZZANINE STRUCTURE FOR NEW FURNACE LOCK DOOR, SIGN"NOT IN USE" FLOOR PLAN: EX. AND DEMO SCALE: 1/8" = 11-0" 02-1S-13 EX. OFFICE ADA 0 ❑ 0 ADA EX. OFFICE C EX. CONFERENCE EX. OFFICE RR RR LOCK DOOR, SIGN"NOT IN USE" ROOM SCHEDULE (NO CHANGES TO FLOORING OR CEILINGS) S,IS FLOOR: EX. VCT NO CHANGES BASE: EX RUBBER, ADD NEW RUBBER AT NEW WALLS WALL: NEW WALLS PAINT GYP BD (EE) CEILING: EX. SUSPENDED CEILING NO CHANGES DOOR SCHEDULE (LEVER HANDLES ON ALL DOORS) El : EX. 3' X 7' ALUMINUM STOREFRONT INSULATED DOOR ADD SIGN E2 : EX. 3' X 7' ALUMINUM STOREFRONT INSULATED DOOR ADD SIGN E3,4 : EX. 3' X 7' S/C/ WOOD DOOR AND WD. JAMB, PRIVACY LOCK E7,11 : EX. OVERHEAD DOOR E8,9,10 : EX. 3' X 7' HOLLOW METAL DOOR AND H. MTL JAMB E12,E13 : EX. 3' X 7' S.C. WOOD DOOR AND H. MTL JAMB E14 : EX. 3' X 7' PAIR S.C.WOOD DOOR AND H. MTL JAMB 1 : EXISTING 3' X 7' STORE FRONT ALUMINUM WITH INSULATED GLAZING CLOSER, THRESHOLD AND LOCK. SIGN" THIS DOOR TO REMIAN UNLOCKED DURING BUSINESS HOURS) 2,4: EXISTING 3' X 7' S.C. WOOD (STAINED)) W/ 1/2 SAFETY GLAZING IN METAL FRAME, WOOD FRAMES (STAINED) 5,9 W/ 1 1/2 PR. BUTTS, LOCKSET, WALL STOP, SILENCERS 10,11 12,13 3: 4'X7' GYP BD OPENING 6: EXISTING PAIR 3' X 7' S.C. WOOD (STAINED), WITH WOOD FRAMES (STAINED), PASSAGE SET, CLOSER WITH COORDINATOR, 3 PAIR BUTTS, WALL STOP, SILENCERS 7,8 : EXISTING PAIR 3'X 9'-6" S.C. WOOD DOORS WITH 1/2 VIEW WINDOW SAFETY GLAZING IN METAL FRAME, WOOD JAMBS, PASSAGE SET, CLOSER WITH COORDINATOR, WALL STOPS, WEATHER STRIP. 14 : EXISTING 3'X 7' S.C. WOOD DOOR WITH 1/2 WINDOW SAFETY GLAZING IN METAL FRAME, WOOD JAMB, 1 1/2 PAIR BUTTS, PASAGE SET, WALL STOP, SILENCER N1 : NEW PAIR 3'X 9'-6" S.C. WOOD DOORS WITH 1/2 VIEW WINDOW SAFETY GLAZING IN METAL FRAME, WOOD JAMBS, PASSAGE SET, CLOSER WITH COORDINATOR, WALL STOPS, WEATHER STRIP. MATCH EXISTING DOORS 7 AND 8 "DOOR BLOCKED" 'DOOR BL;OCKED t 0 WAREHOUSE UJ4REHOUSE WINDOW SCHEDULE (MATCH EX. FRAMES AT DOORS) A: B: C: E: F: EXISTING 4' X 4' X 1/4" CLEAR GLAZING IN WOOD FRAME EXISTING 3' X 6'-6" X 1/4" SAFTY GLAZING ON 6" CURB, WOOD FRAME EXISTING 4' X 4' 1/4" CLEAR GLAZING IN OAK FRAMES +3' AFF EXISTING 2' X 6'-6" X 1/4" SAFTY GLAZING ON 6" CURB, WOOD JAMBS EXISTING 6' X 4' X 1/4" CLEAR GLAZING +3' AFF, WOOD JAMBS NEW 4' X 4' 1/4" CLEAR GLAZING IN WOOD FRAMES +3' AFF WALL TYPES © NEW 3 5/8" X 25 GA. STL STUD AT 24" O.C. W/5/8" GYP. BD. BOTH SIDES TO SUSP. CEIUNG, BRACE AT 8' O.C. TO ADJACENT WALL OR ROOF STRUCTURE, SOUND INSULATE FULL THICK PROVIDE SOUND BOARD ON STUD THEN RESIDENT FURRING CHANELS ON SHOP SIDE, THEN GYP BD. RELOCATE EX. PATHWAY L 1GHT NEW SHOP EX. OFFICE FF ICE t � EX. OFFICE EXIT PATHWAY EX. OFFICE EX. OFFICE eY YY‘e QGYmik M13 -os MEZZ. ABOVE SEE PLAN ADA RR EX. OPEN OFFICE 0 0 ADA RR EX. OFFICE EX. CONFERENCE EX. OFFICE FLOOR PLAN: NEW SCALE: 1/8" = 1'-0" OFFICE AREA: 5,412 SF AT 1/100= 55 OCCUPANTS TWO EXITS REQUIRED AND SHOWN, MIN. 825" EXIT WIDTH REVIEWED FOR *'RODE COMPLIANCE '- APPROVED MAY 2 1 2013 City of Tukwila BUILDING DIVISION 322 SFI/15=21 OCCUPANTS, ONE EXIT EX. CONFERENCE LOCK DOOR, SIGN"NOT IN USE" NOTE: b 0 bitc EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION TWAT IS AT LEAST AN AVERAGE CF I FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE FERMITED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0146 FOOT-CANDLE AT TI4E END OF THE EMERCsANCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. INTERNALLY ILLUMINATED EXIT SIGN WITH BATTERY BACK UP AND PATHWAY LIGHTING .F.--71 BATTERY BACK UP PATHWAY LIGHTING ALIGN NEW OPENING TO CLEAR CONDUITS CUT N�EIIU X4 OVEE OPENING IN STEEL MEZZ., AIR CLEARANCE TO INSULATED FURNACE. EX. FULL HEIGHT WALL EX. RDRAIL 1 ___ STEEL MEZZ. 23'X18' _n===—===_� MEZZ. ABOVE + 11' AFF FLOOR PLAN: 0 to co os a 0 m 01 0 EX. STAIR WITH HANDRAILS co to O 0 RECEIVED CI"Y OF TUKWILA FEB 2 6 2013 PERMIT CENTER M�zz. SCALE: I/S" = 1'-0" 02-1S-13 \\Wkst-4\documents\CAD\1987-1989\8704-1\CLEAR SIGN COMB TWO\T-1.D EX. CEILING GRID AND LIGHTS TO REMAIN L__J x E x • >< 1 x X x 9' 0 —�c—=====_ RELOCATE EXISTING LIGHTS X x x --� x x x . X x x x x x x x X x x X x x x x x x x x x I x X x x >< X EXISTING CEILING GRID AND LIGHTS TO REMAIN NO CHANGES TO EXISTING CEILING GRID. RELOCATE THREE FIXTURES, ADD LGHT SWITCHES REFLECTED CEILING FLAN: DEMO SCALE: IiB•' = 11-0" • x 1 . i x >< x WAREHOUSE TEST FURNACE EX. SK1'L IGHT ft —1 1 1 1 1 1 1 L__J 2)(C„... >< x 0 X x x x x O 9' REL LIGHTS, NEW WIT x 1-Ex1r1 X x x REFLECTED CE NCI PLAN: NEW SCALE: 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2013 City of Tukwila BUILDING DIVISION REUSE THREE EXISTING FIXTURES NEW TEST FURNACE WITH OPENING ABOVE MEZZ. ABOVE CLG TO REMAIN C+8'-4") EX. CLG TO MATCH EX. (+8'-4") D 13-wo‘S' = = EX. FURNACE AND OPENING THROUGH MEZZANINE, FURNACE STACK 3'X3' THRUOUGH ROOF ABOVE WITH " MIN. CLEARANCES. I NO CANGE IN LIGHTING STEEL MEZZ. 23'X18' MEZZ. ABOVE NO WORK FLOOR FLAN: MFn7,ED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER SCALE: 1/8" = 1'-0" 08-23-11 e-4 co 0 M m 4cg 0 0 ri) col c6D 0 ,,,z coo 44 o zW x� HH 3'X3' FURNACE STACK BY TENANT, MIN. 10' AFF ROOF DECK WITH GUY WIRES TO ROOF STRUCTURE NEW WOOD CURB WITH CANT STRIP ROOF UP AND OVER CURB. INSULATION la" GYP. BD. OR CEILING TILES BRACED OR STRAPPED TOGETHER TO PROVIDE AIR TIGHT ENCLOSURE Ill/INSULATION ABOVE - STEEL STUD FRAMING AS REQUIRED PRISMATIC LENSED FLUORESCENT FIXTURE FOR RECESSED LIGHTS IN AN INSULATED SUSPENDED CEILINGS LIG{-IT FIXTURE PROTECTION SCALE: 1-1/2' • 1'-0' SECTION EXISTING ROOF STRUCTURE NEW DBL 2X4 HEADERS FOR OPENING VERIFY SIZE. NEW 3X3 ANGLE FRAMING BETWEEN PURLINS NEW 3X3 ANGLE HEADER AT OPENING, WELD TO ANGLE FRAME. 4" AIR CLEARANCE AT ROOF ALL AROUND FURNACE STACK 3' SQUARE INSULATED FURNACE STACK CROSS SECTION AT NEW FURNACE STACK SCALE: 1 1/2" - 1/-0" SEE STRUCTURAL DRAWINGS FOR ROOF OPENING, GUY WIRES AND MEZZANINE OPENINGS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 1 2013 City of Tukwila BUILDING DIVISION 22" WIDE SOUND 8ATTS EA. SIDE WALL e SOUND WALL � llll��li FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE I2ga. WIRES SPLAYED 6 45 TO AN EYE SCREW a ROOF AND TOP OF WALL Fr in 010124 0140 BLOCK a GRID FOAM TAPE 6 WALL PAINT EXTERIOR FLAT SLACK ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS AT 24" O.C. HILTI OR APPROVED 2 1/2" RUBBER BASE a CARPET WALL SECTION CONT. METAL TRIM. 5/8" GYP. 8D. (TYPE 'X' a FIRE RATED WALLS.) ACOUSTICAL BLANKET e SOUND WALL. CAULK GYP. D. TO FLOOR e ALL SOUND AND INSUL. WALLS SCALE: I-1/2" • 11-011 STEEL STUD a 24" O.G. TO ROOF DECK W/ DEFLECTION TRACK AND WIRE MESH, MATCH EXISTING MIL. PAINTED BLACK FASTENED a MAX 6" O:C. SOUND CAULK PRIOR TO ATTACHING GYP. BD. INTERIOR UJ,4LL DETAIL 10'-0" 05 841T INSULATION - R-30 W/ENERGY CALLS. TYP. OFFICE WALL FRAMING WBATT INSULATION 3 5/8" x 25 GA. OR 20 GA STEEL STUDS a 24" O.C. (SEE WALL SCHED.) 5/8" GYP. BD. 50114 SIDES SECTION SCALE: 1-1/2" : 1'-0" STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED SOLID CORE WOOD DOOR STAINED 5/8" GYP BD. EACH SIDE WOOID FRAME DETAIL SCALE: 1-1/2" : 1'-0" SECTION SECTION bk3o6s 2x4 WOOD STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED 1/4" TEMPERED GLAZING MATCH EXISTING 5/8" GYP BD. EACH SIDE U1001) UJINDOUJ FRAME ISE TAIL. RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER SCALE: 1-1/2" : I'-0" SECTION I 4 0 0 .44 W 0 0 DESCRIPTION 0 1I 1- 0 1 0 0 1-4 0 4 0 N 01 O) CO r)p * Cs1 3