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HomeMy WebLinkAboutPermit D06-084 - Fatigue Technology - DoorsFATIGUE TECHNOLOGY 401 ANDOVER. PK E D06 -084 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223400050 Address: 401 ANDOVER PK E TUKW Suite No: Tenant: Name: FATIGUE TECHNOLOGY Address: 401 ANDOVER PK E, TUKWILA WA Owner: Name: GIBSON PROPERTIES L L C Phone: Address: 401 ANDOVER PARK E, TUKWILA WA Contact Person: Name: JOHN BUND Phone: 206 919 -5840 Address 8225 NE 145 ST, BOTHELL WA Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Phone: 206 - 621 - 9111 Address: 701 DEXTER AV N, SUITE 420, SEATTLE WA Contractor License No: GATEWCS992C3 Expiration Date:03 /04/2008 DESCRIPTION OF WORK: ADD PAIR OF DOORS ALONG THE EXISTING CMU WALL SEPARATING INVENTORY AND THE SHOPS TOWARDS THE SOUTH END OF THE WALL. THE CMU WALL IS AN AREA SEPARATION WALL. Value of Construction: $8,000.00 Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doe: Devperm DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Hood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: DO6-084 Issue Date: 04/13/2006 Permit Expires On: 10/10/2006 Fees Collected: $317.77 Uniform Building Code Edition: Occupancy per UBC: 0011 D06 -084 Printed: 04 -13 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: lki NL U L A.— Date: 4-4 -o (� I hereby certify that I have read and examined this pe mit 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. Signature: - roC D � 61 Sh Date: ftPRtL t3 i nto Print Name: Tort T 1I i t) Lc r 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. doc: Devperm D06 -084 Printed: 04 -13 -2006 Tukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223400050 Address: 401 ANDOVER PK E TUKW Suite No: Tenant: FATIGUE TECHNOLOGY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 4: The special inspections and verifications for concrete construction shall be required. Permit Number: D06 -084 Status: ISSUED Applied Date: 03/15/2006 Issue Date: 04/13/2006 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 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. 7: A final report documenting required special inspections and correction of any discrepancies noted in 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: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: A separate fire alarm permit is required to be obtained from the Tukwila Fire Dept. if the door closer is to be tied into the fire alarm system. 14: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of doe: Conditions D06 -084 Printed: 04-13 -2006 such condition or violation. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions 006 -084 Printed: 04 -13 -2006 tukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Ot7g ✓ t Print Name: b )Q Y'tkt,t S f doc: Conditions Date: Pre RI t, 13 t 0co D06 -084 Printed: 04 -13 -2006 CITY OF TUKWILA& Community Development Department Public Works Department Permit Center 6300 Southcenter Blyd, Suite 100 Tukwila, WA 98188 . , 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 Address:4 01 isiNOOVEfr 7190 Tenant Name: Property Owners Name: gArriae - reCHNOcaisy iNc Mailing Address: 40/ ANCoVES /-941 c7. King Co Assessor's Tax No.: 02: Suite Number: Floor: /-- New Tenant: D.... Yes 0 -No City WA 98186.760S State Zip Name: &ONO Mailing Address: tee:91:?5 N& /457'5 t eortfat_. Wmr geni I State Zip E-Mail AddressfilVieaftt?....,i Contact Person: •-ke MAW E-Mail Address: V-MiValLICalr ling. Intl— q:Vermks pkticc thangeepermit appfication (7-2004) /Wised: 61-05 Page I Day Telephone: City Fax Number: GENERAL CONTRACTOR INFORMATION (Mechanical Contractor information on back page) Company Name: Mailing Address city Contact Person: Day Telephone: E-Mail Address: Fax Number Contractor Registration Number: Expiation Date: Mn original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance' State Zip ARCHITECT OFRECORD — All plain must be wet stamped by Architect of Record Company Name: Apourrcupitgegoaaceseprivp pcbc Mailing Address: M &5 NE I45 rth 5 T . 2011 cit state Zip Contact Persom—b1if4 &ND Day Telephone: 900 Sie ae E-Mail AddressjOhilaterreSrPc0 PVI Fax Number: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: •?.- .1. • MAW A:aCC.1,Are'S Mailing Address: Si C - nticao Awe sre 705 Ser111-5 \met. 1C4.. City state Zip Day Telephone: 9% 694" 7 19100 Fax Number: Valuation of Project (contractor's bid price): $ 6000 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): ACC) A pal 1 OF i s ALONG Tt e 9Xt5Tt NG c M U W LL Se4 1 Q t N 6 IW e4 t©R-Y AND sops - fow,0 - 1+6 SOUTH END OF The \NALL, .71 C OW) WALL, IS Will there be new rack storage? ❑ ..Yes %. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below - E : 11 IS NC 017 t N O A PLANNING DIVISION: Mit S P ' Single - family building footprint (area of the foundation of all structures, plus any decks ova IS inches and overhangs greater than DJ inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: Compact: Handicap: ' Will there be a change in use? [] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm at`aam "r plaux dnngabaad application (7-2004) Revised: 6-5.01 141 ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ". 0. . ❑..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities. and Material Safety Data Sheets. Page 2 Existing Interior Remodel Addition to Existing Structure New . . ' Type of Construction per IBC - Type. of Occupancy per IBC' I" Floor 2n Floor _ 3' Floor Floors thru Basement Accessory Structure - - - Attached Garage Detached Garage - Attached Carport - Detach Carport Covered Deck - Uncovered Deck Valuation of Project (contractor's bid price): $ 6000 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): ACC) A pal 1 OF i s ALONG Tt e 9Xt5Tt NG c M U W LL Se4 1 Q t N 6 IW e4 t©R-Y AND sops - fow,0 - 1+6 SOUTH END OF The \NALL, .71 C OW) WALL, IS Will there be new rack storage? ❑ ..Yes %. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below - E : 11 IS NC 017 t N O A PLANNING DIVISION: Mit S P ' Single - family building footprint (area of the foundation of all structures, plus any decks ova IS inches and overhangs greater than DJ inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: Compact: Handicap: ' Will there be a change in use? [] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm at`aam "r plaux dnngabaad application (7-2004) Revised: 6-5.01 141 ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ". 0. . ❑..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities. and Material Safety Data Sheets. Page 2 PUBLIC. w tors PERMIT IN ORMATION - 206- 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑. .. Water District 4125 ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑.- .ValVue ❑..Renton ❑...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size -22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑...Bond ❑..Insurance ❑..Easement(s) 0 .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that apply): ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of-way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑...Total Cut ❑ ...Total Fill q:\%9amhs pUMa cWngee■pe,ma application (7 -2000) Revised: 6-405 ion cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public _ ❑ . ❑ . ❑ ❑ Call before you Dig: 1-800- 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line VS WOk WON WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑ ...Sewer Monthly Service Billingto: Name: Mailing Address: Water. Meter RefundBilrma: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment bay Telephone: City State zip Day Telephone: City State Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00KBTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP/I00,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 FIP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator – Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFOR114A3TON MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement Commercial: New –.0 Replacement ❑ Fuel Tvpe: Electric ❑ Gas –.0 Other: BUILDING 0 Signature: RI R OR csigu 4 �, Print Name:—,16/414 P-• E .N.0 sr Mailing Address: PO45 NE 14 Date Application Accepted: q:Rpen•d• pluMke cheneslpennit .pptic.tun (7-2004) Revised -M Reed. 65 Rh N ENT 206- 431 -3670 Indicate type of mechanical work being installed and the quantity below: I+ERMIT. APPLICATION NOTES :� Applicable to all permits in this application 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 I 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. Date Application Expires: Page 4 Date: Sfr t Day Telephone: atfei 9( SS4C C- TtiGUL, vvA- I City State Zip Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223400050 Permit Number: D06-084 Address: 401 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 03/15/2006 Applicant: FATIGUE TECHNOLOGY Issue Date: Receipt No.: R06 -00498 Payment Amount: 194.36 Initials: BLH Payment Date: 04/13/2006 01:06 PM User ID• ADMIN Balance: $0.00 Payee: GATEWAY CONSTRUCTION SERVICES TRANSACTION LIST: Type Method Description Amount Payment Check 26405 194.36 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 189.86 000/386.904 4.50 Total: 194.36 4514 04/13 9716 TOTAL 194.36 doc: Receipt Printed: 04 -13 -2008 Project: r4-r- ra-ri c 8_ T 6 • Type of Insspectien: I-- f eJ 4 Address: - Li 0 I AtJOcM /t Pr L Date Called: Special Instructions: Date Wanted: 7 –i v 6(.., �rrr 1 pm : • Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do-oat (206)431 -367 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: *1;4 OeusI P (6A e /1;)v#( nspect • /7 Date: 7 --siC 0 00 REINSPECTIOIrf FEE RE UIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: (Date: 1 Project: �P C. to Type of Inspection: (sPeI)%a -( tie(CQ I ( 1 i Teec Address: id0t 1A4,3EcKk'C PK 1 Date Called: ff ith s.(,e 00166 i Special Instructions: Date Wanted: 8 m: Requester: Phone No: INSPE ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206}'431 -3670 Approved per applicable codes. Ij Corrections required prior to approval. COMMENTS: (DSF4 C,w,at 1e{FP✓ b DTTO Rst:a)r4 c(A 7 - i3 - o(. INSPECTION RECORD Retain a copy with permit Date: -i - JU REINSPECTION E REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: r-- Art-1 GlsC rt Type of Inspection: s Pr� a r ( 0e(& Address: U (- ALittaatt Pc Date Called: Special Instructions: Date Wanted: 7 — 1 g- OC, 6,m p.m. Requester: Phone No: INSPELTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (10`6 3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: \_/ C7 -r U (? ere-- fJ A%& se n ecto 9 ' 'Date: C . 7-10 - bC 58,00 REINSPECT 14 FEE REQUIRL'D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: /= ; -t imE re° h Type of Inspection: 1— Iz 4 , N 4 Address: go./ ✓ a Af U 4 Pc f Date Called: Special Instructions: Date Wanted: 7 — 1 8 - OL. p.m. Requester: Pbone No 6 17 BG- cr2,7l> INSPECTION RECORD Retain a copy with permit INSP ` ON CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: elf 1��4 1:3 58.00 REINSPECTION FEE REQUIRF�JY. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: (Date: Project:. Type of Inspection: /Pa I. 'tete 1 re - 7: e• A Address: Date Called: C T1*/ Specialinstr ctions: el Date Wayedfr TO S7 P.m. Requester: Phone No: .INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-347 ED Approved per applicable codes. i g Corrections required prior to approval. OMMENTS: j) atihne.e.A 4.e.e L ' _ .._ a t i cs-„ Inspecto PER Date?, .. 7.1e;300 ,, i Cc) 41 ri $58.00 REINSPECTIO FEE R MED. Prior to inspection, fee must be I-- paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r eceipt No.: rate: „ „ Protect: F art WC- net Type of Inspection: S Pee aa I- toodd Address: ►-, 01 A Iv DOS E 2 P k. 5 Date Called: Special Instructions: Date Wanted: 5 31 - a tfi' Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tor: Re •• ^: pt No.: i s c,± " "-C Atl 1 71) ta. Date: Date: l) ``oP `i PER ( 06)431 -36 ■ 8.00 REINS ECTIO EE REQUIRED. or to inspection, fee must be id at 6300 Southcenter Blvd., Suite f Call to sechedule reinspection. Project: F AT►GUE- TECl1 Type of Inspection: ' -- SQPeI 14 tSIA S f l4 C ) 5 Address: �I O I FAN �v4' 2 PILE Date Called: Special Instructions: Date Wanted: n' — 3 (— U p. m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. 6)431 -3670 Corrections required prior to approval. COMMENTS: '( 4..4..". �a•L�.t -• __ C/ ��/� 4 t e( c Z C Inspec Date: 5---3 I di 5 : 00 REINSPECTION F REQUIRED. Pri• to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection. Receipt No.: 'Date: Project: F ATi(,1l E TECA . Type of Inspection: F , rJ4l-- Address: 40 l .qtJ, 2 Pt Date Called: Special Instructions: Date Wanted: — . I, o ( 6.m, P• Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes g,Corrections required prior to approval. COMMENTS: Ins I Rec No.: i-e. F t NCR- t!•/' r —t new. 0-t {o V2e etc— 'Date: DO�� PE• } ll 06)431 -367 Date: j 3 / - a 0 REINSPECTION 1fE REQUIRED. Pr(or to inspection, fee must be at 6300 Southcente Blvd., Suite 1 Call to sechedule reinspection. Pro ect: A 7161/E. C Type of Insp lion: l n E Ad ' / , 94/bdvfl Pe Date Called: Special Instructions: Date Wand: a.m. S — //— o c Requester: Phone No: Z-C — 7QG - S2 70 INSPECTION RECORD Retain a copy with permit INSPECT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Iva - ceq i Approved per applicable codes. Corrections required prior to approval. - COMMENTS: i � u niGr.�C ./ A i/,p��_�7v * A7-1 $58.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: I F C`� - !' Wis. -. 7 C2 Type of Inspection: i ylO2 I 1 ri t e ) Address: O Suite #: qO/ 496 Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 p proved per applicable codes. COMMENTS: A t Fi✓Jot $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be -at 444 Andover Park East. Call to schedule reinspection. e eipt No.: Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 12/2/05 Date: nor, -coy PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 85 13 July 2006 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Fatigue Technologies 2006 Permit Number: D06 -084 Address: 401 Andover Park E Job Number: 06 -251 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. 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. Epoxy - grouted anchor bolt installation 2. 5tructural steel erection /welds including ultrasonic testing of full penetration welds Sincerely, OTTO ROSENAU & ASSOCIATES, INC. eanne L. Par vfn Enclosures cc & fax c: Gateway Construction OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED JUL 1 4 2006 DEVELOPMENT OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 41525 Description: Structural Steel Erection Project: Address: Client: Inspector and Date Mike Clarke 7/10/2006 Fatigue Technologies 2006 401 Andover Park E, Tukwila Gateway Construction CONSTRUCTION INSPECTION REPORT Remarks RECEIVED 'JUL 14 20d3 DEVELOPMENT Permit Number: D06 -084 Job Number: 06 -251 Client Address: 701 Dexter Avenue N, Suite 420, Seattle, WA 98109 On site for visual and ultrasonic inspection of full penetration welds at door opening. Contractor installed backing bar '/: and ground area to be welded. Welds conform to K.M. Maw's sheet SK -1. No relevant indications noted on ultrasonic inspection. Work conforms to plans /specifications. Welder's WABO certification card verified for Jeff Hall (expires 1107, W0O549). Reference Ultrasonic Testing Report #34254. Reference Standards Used: AWS D1.1.-2004 Conforms Copies to: Owner X Client/Contractor Architect X Building Dept Technical Responsibility: Engineer Bob Schaefer, Project Manager This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau 8 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 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: I 06 -251 I Report Number: Project: Fatigue Technologies 2006 Address: 401 Andover Park E, Tukwila Date: 7/10/2006 INSPEC old Location andrIdentification Full penetration weld — north side Full penetration weld — south side Governing Code' ® AWS D1.1 -2004 Procedure No.: ® NOT -OP -03- Transducer Mfg.: Krautkramer ® Straight Serial #B02322 ® Shear Serial #OOHPVY Calibration Block Type: ® IIW ❑ DSC 56 56 [ ] Other I ] Other Deg. 0 70 34254 Client: Gateway Construction Address: 701 Dexter Ave N, Suite 420, Seattle, WA 98109 ct SS Technici an: Size 1 .0 .75x.75 Permit Number: Mike Clarke Leve I II 006 -084 X X Instrument Mfg.: Krautkramer ORA #6013 Model #: USN50R Serial # 0011IPT Frequency 2.25 Mhz. 2.25 Mhz. Couplant Type: ® Water Based ❑ Oil Based ❑ Other Copies to: This form Is applicable to Statically and Cyclically Loaded Non - tubular Structures. AWS Section # 2 Parts B or C. REPORT OF ULTRASONIC EXAMINATION OF WELDS RECEIVED JUL 1 " 200S COMMUNITY DEVELOPMENT Technical Responsibility: / O— J Bob Schaefer, Pro ect 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 -52 -03 (Rev 01/06) Owner x Client/Contractor Architect x Building Dept. Engineer OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: I 06 -251 I Report Number: Project: Fatigue Technologies 2006 Address: 401 Andover Park E, Tukwila Date: 7/10/2006 INSPEC old Location andrIdentification Full penetration weld — north side Full penetration weld — south side Governing Code' ® AWS D1.1 -2004 Procedure No.: ® NOT -OP -03- Transducer Mfg.: Krautkramer ® Straight Serial #B02322 ® Shear Serial #OOHPVY Calibration Block Type: ® IIW ❑ DSC 56 56 [ ] Other I ] Other Deg. 0 70 34254 Client: Gateway Construction Address: 701 Dexter Ave N, Suite 420, Seattle, WA 98109 ct SS Technici an: Size 1 .0 .75x.75 Permit Number: Mike Clarke Leve I II 006 -084 X X Instrument Mfg.: Krautkramer ORA #6013 Model #: USN50R Serial # 0011IPT Frequency 2.25 Mhz. 2.25 Mhz. Couplant Type: ® Water Based ❑ Oil Based ❑ Other Copies to: This form Is applicable to Statically and Cyclically Loaded Non - tubular Structures. AWS Section # 2 Parts B or C. REPORT OF ULTRASONIC EXAMINATION OF WELDS RECEIVED JUL 1 " 200S COMMUNITY DEVELOPMENT Technical Responsibility: / O— J Bob Schaefer, Pro ect 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 -52 -03 (Rev 01/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 40583 Description: Structural Steel Erection Project: Address: Client: Inspector and Date Mike Clarke 5/22/2006 Copies to: Owner Architect Engineer Fatigue Technologies 2006 401 Andover Park E, Tukwila Gateway Construction CONSTRUCTION INSPECTION REPORT Reference Field Reports #40255 and #40618. Permit Number: D06 -084 Job Number: 06 -251 Client Address: 701 Dexter Avenue N, Suite 420, Seattle, WA 98109 Remarks Root opening gap prior to welding was' / ". SMAW process was used and a 34" fillet weld was placed continuous around width of C- channel. No gaps were observed post welding and the joint was adequately filled. The fillet welds were in accordance with AWS D1.1 -2004 visual criteria. Conforms X Client/Contractor X Building Dept. Technical Responsibility: Bob Schaefer, 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 - Fax (206) 723 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 40255 Description: Structural Steel Erection Inspector and Date Mike Clarke 5/10/2006 CONSTRUCTION INSPECTION REPORT Project: Fatigue Technologies 2006 Permit Number: D06 -084 Address: 401 Andover Park E, Tukwila Job Number. 06 -251 Client: Gateway Construction Client Address: 701 Dexter Avenue N, Suite 420, Seattle, WA 98109 Reference Field Report #40618, dated 5/4/2006. Per conversation with Todd Nyquist the superintendent, engineer K.M. Maw of K.M. Maw Associates says that he has no more resources to dedicate to this project and will not provide disposition concerning full penetration weld on drawing sheet SK -1. Current welds at top of channel are non - conforming. Reference Standards Used: AWS D1.1 -2004 Remarks Copies to: Owner X Client/Contractor Architect X Building Dept. Technical Responsibility: Engineer R eGtIVED MAY 1 8 200s oefetemiTY /JL Bob Schaefer, 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 Fonn No.: ADM/N -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing Report Number: 38016 Description: Epoxy - Grouted Anchor Bolts Project: Address: Client: Inspector and Date Fatigue Technologies 2006 401 Andover Park E, Tukwila Gateway Construction Conforms CONSTRUCTION INSPECTION REPORT Copies to: Owner X Client/Contractor Architect X Building Dept. Technical Responsibility: Engineer Permit Number: D06 -084 Job Number: 06 -251 Client Address: 701 Dexter Avenue N, Suite 420, Seattle, WA 98109 Remarks Dusty Johnston Observed the drilling and cleaning of (14) 8" holes for new firewall opening and the epoxy grouting of 5/3/2006 *A" diameter all thread bolts using PowerFast+ (expires 4/2008) epoxy according to directions. Bob Schaefer, 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 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM /N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 40618 Description: Structural Steel Erection Project: Address: Client: Inspector and Date Mike Clarke 5/4/2006 Fatigue Technologies 2006 401 Andover Park E, Tukwila Gateway Construction CONSTRUCTION INSPECTION REPORT Permit Number: D06-084 Job Number: 06 -251 Client Address: 701 Dexter Avenue N, Suite 420, Seattle, WA 98109 Remarks On site for visual weld Inspection at new firewall opening. Drawing sheet SK -1 specifies full penetration welds at miter locations. C- channels to CMU wall makes full penetration welds difficult as a backing bar cannot be placed behind channels. Contractor has tried to contact engineer K. M. Maw with K.M. Maw Associates for revision. Contractor has opted to place fillet welds in these locations. Visual weld inspection of fillet welds is in accordance with AWS D1.1 -2004. Note: Awaiting engineering disposition. Contractor will fax engineering disposition when received to Otto Rosenau & Associates. WABO certification verified for Townley Anstrom, expires 1/2007, W01050. Does Not Conform Copies to: Owner X Client/Contractor Architect X Building Dept. Technical Responsibility: Engineer Bob Schaefe 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 or 1 - Fax (206) 723 Form No.: ADMIN -63 -01 (Rev 05/03) NOTE. ALL BOLTS TO BE A -325. ALL STEELS TO BE 4-36. GROUND �` 'ic c opr ALL WELDS TO BE E -10. SMOOTH, j FP N 12, r TYP. F n7n J J � I / 3, i. 1 ._-___3 SK -2 - (N) I/2" PLATE AROUND OPENING WI 3/4" 014. EPDXY 24" O.G., GROUTED ' MN. MBED, 01p oM LL1 TYP. aonen g APR 1 I 0_ - -- ' 120 kw �"_ City OfTukwi RI IT1 IITNC nnfrgry) . OF WA 4' p - (N) • IN to (E) OM► WALL PER PL • , TYP. 1 10 ; - .-------1- EXPIR 10/24 I 7 d a c I ° C 4 < e a KM. MAW ASSOCIATES CONSULTING ENGINEER PROJECT: FIRE WALL OPENING FATIGUE TECHNOLOGY IHHC. BES2ONE ®, "" DRAWN: SATE: 3.92.08 810 3RD AVENUE, SUITE 705 SEATTLE, WA 98104 (206) 624-7146 TITLE Wall Opng =R;e1 Ul SCALE: 3/4 = 1' -0 RECEIVED JOB NO: 06-05 SHT: SK -1 FILE: 06058 INCOMPLETE � 'Ir yr lunvnL/1 LTR # �_ APR 062006 DOC/ .`mg PERMIT CENTER V (E) CMU WALL, TYP. (N) 1/2" PLATE W/ 3/4" DIA. EPDXY GROUTED BOLT 24" O.G., TYP. NILTI 1-IvA SYSTEM OR EQUAL, TYP. GROUND ROUND SMOOTH FP SMOOTH EDGES, TYP. New WS 3/4w= -Ow TRIM AND 1/4" WELD TO PLATE, GROUND SMOOTH, TYP. opng, Seen 1 EXPIRES 10/2406 KM. MAW ASSOCIATES CONSULTING ENGINEER 810 3RD AVENUE, SUITE 705 SEATTLE, WA 98104 (206)624 -7146 PROJECT: FIRE Wes' L OPENING FATIGUE TECP-1?4OLOGY INC, TITLE: Wall png ;r, _ I,:,oI SCALE: 3/4°' 4 9 DESIGNED: 6OA DRAWN: DATE.: 3.12.06 JOB NO: 06-05 SHT: SK -2 FILE: 0605S STRUCTURAL CALCULATIONS FOR Porn, it hit). _ FATIGUE FI ' LL OPENING FOR ARCHITECTURAL RESOURCES GROUP RENEWED FOR CODECOMpapiN( BY KM. MAW ASSOCIATES 810 THIRD AVENUE, SUITE 705 SEATTLE, WASHINGTON 98104 1 MM JOB NO. 06-05 MARCH 12, 2006 RECEIVED CITY OF TUKWIL.A MAR 1 52006 PERMITGENTEM e000nvc0 APR 1 12006 ty Of Tukwila RI ITt tttMC nBRSTON ( EXPIRES 10/24/ Po Ltr otki K.M. (JOE) MAW RE. ( STRUCTURAL DESIGN SHEE_r STRUCTURAL ENOIN11EiR' CCNlTRRLBtJLCING WRO.IECT SEATTLE W.ASHiINCTON '0L104 624 -1 Lir e.,TcON CLIENT v/ V /i2i/ %1 e5 CA- u .c'i, --f •wa'. 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A-7= 3s 4, 7 S j / 32.7.4 a a7 DATE 3 / /-t flr .� CHECK /30.7S X C/ z /- 99 /./C _ 0. 0 20 7 PS�/ 20 z 0 8 -4C - • 7 - 5 0 2_ 3.S":- 9 zo.oq -3s-T7 81 4 4-Z • 3 4-r 8/. <S7� •0 025 .66 /. .0236 'z a -9 Z • /?32. z Sb. z6 , 79, 036 0 0 4e.0 P c 2_x4 > DL-� z 40 Az2 = 292 75 = 2 /7 ' J,c 7 54,4fl'L ?,5:4 - O / Cf7 ,tg /_ ZOia'S /. lox /2_ 7.S J03 NO. D6 -0C U. .;vi. E. •• S muc ; ;,, •-t. ty; iU SEAT; LE, 1 /fl =S1A7% a .5 is 4 7 / , .2,s x 6 = -89-rz j 7, = 'ft 46 e .c5/ - 4 A 1 % -- iG - 5 / ..57-ALco -6 X/7X 2 C FA-7/ 6 or cftc Fr - 9 x 4 3- 6 e t 0/C =Po a St/ a . 20_ . f Art (5,x/e X r: s 3 .76 0 is I-45c 4Acr / @ -6x4 7- • 4 /c 0/c Par-- 46.4 2. 4 7 x z- e 0 g-7/z - 5 7.1 1.c7 00 C/ oar/ db.ix •-t_ DATE ES!ON .42a_ CHECK > At> clirredg 476- 4 NO. S I NU. • KM (J0E) mAtif E.E. F oz.s:om s STRUCTSPIQ ENCJNEEil Pnri FCT t {SEATTLE, V111-,t,H1,ifj:L' i U1104 E21 7(, 9/O$? At 6 /Se /e.g. 7- • /7a. /fl K .544frm2'j ..cnas C! r /"/--,2- w3 " r / , 319 de- -.:- t.Z9 A 4 2 - / • / 99:7 /C 2 /S - 7 2 -7-- 4L'-C Z As 7)< -€ 6 te- zco ,44).s Ot z x/z. x 7. DATE ES:ON CHECK JOE NO. 06 or 51-rizt I NO. 5 ZS 6-000C fte a 4 0" hg R J. K.M. (JC M:Voi PE. s'i SHcc f r1/4:3.1VELh / Cie St ATTLL, LA134 DATE .3-11-0 6 0 77coN /)Ve 725t ds4 1(.45•At.e.nelt161 Ca4-cv 71 fA r-7940- e r e 4. Nor c Our OF ,ot.,97.1E a/Jo/ALS' ft A&'T CONSAOC.ecn 'Ste /7 is' 23 a!, cc-to riVer Aica r-400 Ctej C.' Cie e:°7? 6,4-1 9-zear- 4%4 1-84- 4/ 54 4s 7 / a Z7. V73 V 404,7 )7s1 (5 J31) NO. 06 -0S ti---T NU K.M. (JOE.) MAW PE. STRUG ENG 1‘4EER fl];. sTrdiCTURAL DES:ON S. P 0 '7 0'7 C;17 DATE ..?-;//-0 rr:sr, S8 VAR SEAT ; ;;;{:i 0.; .-r- V 7 Chitne- c z2 /sic/it>. P= x O-7 ,'s 7 Z 9 Ant' 414 h 0 9 1-0 k7/4/0 tOAw C SOO ica 2-0 c-trx-wc coevresee cr. 9° It- ,103 NO. DI - 0 r tnta NC) MAW Date and Time: 3/12t( 4:54:20 PM MCE Ground Motion - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Period MCE Sa (sec) ( %g) 0.2 133.7 MCE Value of Ss, Site Class B 1.0 046.0 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 133.7 Sa = FaSs, Fa = 1.00 1.0 070.8 Sa = FvS1, Fv = 1.54 MAW Date and Time: 3/12/"'16 4:54:20 PM MCE Ground Motion - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Period MCE Sa (sec) ( %g) 0.2 133.7 MCEVa!ue of Ss, Site Class B 1.0 046.0 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 133.7 Sa = FaSs, Fa = 1.00 1.0 070.8 Sa = FvS1, Fv = 1.54 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 053.5 T = 0.0, Sa = 0.4FaSs 0.106 133.7 T = To, Sa = FaSs 0.200 133.7 T = 0.2, Sa = FaSs 0.529 133.7 T = Ts, Sa = FaSs 0.600 118.0 0.700 101.1 0.800 088.5 0.900 078.6 1.000 070.8 T = 1.0, Sa = FvS1 1.100 064.3 1.200 059.0 1.300 054.4 1.400 050.6 1.500 047.2 1.600 044.2 1.700 041.6 1.800 039.3 1.900 037.3 2.000 035.4 Main Identity From: "John Bund" <johnegarcresgrp.com> To: "'KM Maw Associates' <kmmaw©earthlink.net> Sent: Wednesday, March 08, 2006 6:17 AM Subject RE Fatigue - Exterior elevations The project was under continuous inspection during construction. The wall and foundation was inspected for all the ususal inspection milestones for a commerical project. The opening will be around 6'-4" x 7'-4" for a pair of 3' x7' doors and the frame. This will be a fire rated assembly, so the frame will be fully grouted. John John Bund ARCHITECT ArchitecturalResourcesGroup PLLC 8225 NE 145 St Bothell, WA 98011 USA Phone: 1.206.919.5840 FAX: 1.866.831.7770 Email: john @arcresgrp.com Webb: www.arcresgrp.com From: KM Maw Associates [mailto:kmmaw @earthlink.net] Sent: Wednesday, March 08, 2006 5:41 AM To: John Bund Subject: Re: Fatigue - Exterior elevations Thanks, What is the height of the new opening? Was the wall fully inspected? Joe Original Message — From: John Bund To: oe Maw Sent: Tuesday, March 07, 2006 3:10 PM Subject Fatigue - Exterior elevations Joe, John «,.» Page 1 of 2 Here are the exterior elevations I could find in the architectural drawings. I included sheet A4.7. It has wall sections at the CMU wall - F,G, H. Also, I included one sheet that has elevations on both sides of the CMU wall so you can kind of see the roof profile if that is of any help. 3/12/2006 March 17, 2006 John Bund Architectural Resources Group, PLLC 8225 NE 145 St Bothell, WA 98011 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D06 -084 Fatigue Technology — 401 Andover Pk E Dear Mr. Bund: This letter is to inform you that your application received at the City of Tukwila Permit Center on March 15, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department(s) needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the following comment. 1. Show requirements for special Inspections for concrete anchors and welding on plans and engineering. Please address the comments above 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Enclosures File: Permit D06 -084 P:VenniferMncomplete Letters\2006\D06 -084 Incomplete Lir #1.DOC Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: D06 -084 DATE: 04 -06 -06 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 ANDOVER PK E Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ���(�, Buil D ion Fire Prevention Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: PLAN REVIEW /ROUTING SLIP ' Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY ❑ Permit Coordinator ❑ DUE DATE: 04 -11 -06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 05 -09-06 Not Approved (attach comments) ❑ DATE: Planning Division Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -084 DATE: 03 -15 -06 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: dtn+ I cd o l uilding Division Public IOW ks Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -2802 1/4 .--PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 5il MAR, 5-0-DV Fire Prevention g Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) MA (& It rOLo Planning Division � Permit Coordinator ❑ DUE DATE: 03-16-06 Complete ❑ Incomplete Not Applicable ❑ Permit Center Use Only " INCOMPLETE LETTER MAILED: �j• 'at 11 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: '�— No further Review Required DATE: DUE DATE: 04-13-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/4/ ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Fatigue Technology Project Address: 401 Andover Pk E Contact Person: John Bund Phone Number: Q06 91 g c Summary of Revision: Slot ACS it p(>,A'N S AS fllSc'A SS$t Q fl- otJ. 4/ /Oa . Secs- Clo of n FzErm I ste`t4 1 Sheet Number(s): /' • - "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: AtOVIY Entered in Permits Plus on IA DQ t applications \fornuwpplications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htttr: / /www.ci.tukwila.wa.us Plan Checlt/Permit Number: D06-084 Steven M. Mullet, Mayor Steve Lancaster, Director tlffY 00 rultwitA APR 0 6 2006 F CENTER License Information License GATEWCS992C3 Licensee Name GATEWAY CONSTRUCTION SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602086011 Ind. Ins. Account Id 754100 Business Type CORPORATION Address 1 701 DEXTER AVE N SUITE 420 Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2066219111 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/26 /2001 Expiration Date 3/4/2008 Suspend Date Separation Date Parent Company Previous License NIELSC•02708 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. Bond Information Bond #2 Bond Company Name RLI INSURANCE CO Bond Account Number SRS1008614 Effective Date 02/26/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 03/04/2002 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 04/13/2006 x