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HomeMy WebLinkAboutPermit D06-451 - Sabey Corporation - Microsoft - Wall and SupportMICROSOFT 3355 S 120 PL D06 451 Parcel No.: 1023049069 Address: 3355 $ 120 PL TUKW Suite No: Tenant: Name: MICROSOFT Address: 3355 S 120 PL , TUKWILA WA City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite /1100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: ANTHONY FERMO Address: 5005 3 AV , SEATTLE WA 98134 Phone: 206 786 -3356 Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98134 Phone: (206)762 -23311 Contractor License No: MCItUNCL942DW Permit Number: D06 -451 Issue Date: 12/05/2006 Permit Expires On: 06/03/2007 Expiration Date: 03/16/2008 DESCRIPTION OF WORK: PROVIDE AND INSTALL AIR SEPARATION BARRIER FRAMING WALL AND UNDERFLOOR STRUCTURAL SUPPORT Value of Construction: 540,000.00 Fees Collected: $1,114.59 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0011 doc: IBC -10/06 * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director D06 -451 Printed: 12 -05 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us Water Main Extension: Private: Public: Water Meter: N Permit Number: DO6 -451 Issue Date: 12/05/2006 Permit Expires On: 06/03/2007 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood 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 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Center Authorized Signature: 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 performance of work. I am authorized to sign and obtain this development permit. Signature: G� � ' v /.4 Date: /) -6 . o6 Print Name: l Purrs ro14 e 1 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: IBC-10 /06 D06 -451 Printed: 12 -05 -2006 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: MICROSOFT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila 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 PERMIT CONDITIONS Permit Number: D06 -451 Status: ISSUED Applied Date: 11/21/2006 Issue Date: 12/05/2006 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 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. 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: Structuual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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). 13: VALIDITY OF PER IT: 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. D06-451 Printed: 12 -05 -2006 City of Tukwila 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 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 18: 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. 17: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 18. 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) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 20: 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) 21: Manually operated flush bolts or surface bolts are not permitted. (IFC 1008.1.8.4) 22: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 23: 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 sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 26: 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 #2051) (IFC 104.2) 27: Maintain automatic fire detector coverage per N.F.P.A 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Marshal 81.11 you have any questions, please call Tukwila Fire Prevention Bureau at doc: Cond -10106 006 -451 Printed: 12 -05 -2006 City of Tukwila 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 I hereby certify that 1 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: Print Name: a.. rti s nArAN fl ? Date: I2 -6 -DA doc: Cond -10/06 D06-451 Printed: 12 -05 -2006 CITY OF TUKWILA, Community Developmen epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http. / /www. ci. tukwila. wa. us 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: 3355 Tenant Name: IN Cra Scic - N - S ta.Q 7 V 1. C.ei∎ S}arn E Property Owners Name: Mailing Address: CONTACT PERSON - who do we contact when your permit is ready to be issued Name: \\n AA'/ doh Day Telephone: (20(0 - - iR6 3 5Cs Mailing Address: S tTV AVC SPp LA.& L Pi I3c/ City r� State Zip E -Mail Address: IQr� dr,yft-�' ( (flc K1J 31/2‘. . C(ler. -. Fax Number: .20G, - 832 — 870 + GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: j' c-c.A N rS'k`y r-t�t Mailing Address: J OO5 3n fC- S Contact Person: t`)I\ t1y cn4n 1 E -Mail Address: An�nn..y Al f Kt 1. CO n-. Contractor Registration Number: / I -; ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Al Z A himsN-S `� £tJs1 N� p Mailing Address: t 38100 lti CX\1�( tjc-• ii-ex QAtwinnF, CA / ySO6 p r p Zip Day Telephone: 102.7 - 4, - tl et a Fax Number: Contact Person: 1e#i ' ` ei In n A. S EWtet 1 E-Mail Address: 'ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Sfthn A Q: Applia6onWFarme- Appliatian Oa LiiwU -2006 - Permit Appliatbadoc Revised. 9.2006 eh Plumbing /Gas Permit No. Public Works Permit No. Project No. King Co Assessor's Tax No.:A 0 l - 10(491 Suite Number: - 8 - Floor: New Tenant: ❑ .... Yes No City State City State Zip Day Telephone: aZO( - 28 G - � .56 Fax Number: 02(9(0 - 812. - 9 (( / Expiration Date: City State State Zip Zip City Day Telephone: Fax Number: Page 1 of 6 T -3 Valuation of Project (contractor's bid price): $ .[yCt_, , Existing Building Valuation: $ Scope of Work (please provide detailed information): V'rzwi d 2 '4' I l ,Y 1\ AS, Se P s-zw'' IT - en— . a Lt //4(( t unrk-er A nna s - .tw -\ 5 -49for \ Will there be new rack storage? ❑.... Yes g. No If yes, a separate permit and plan submittal will be required. Ids All.; quarean;on o l0 0`f— 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: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 6, None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes" No If' yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q UpplicationstForms- Applications On Line V -2006 - Pe nit Application.doc Revised: 9 -2006 bb Page 2 of 6 Fixture Type: Qty , Fixture Type: Qty Fixture Type: Qty Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial - Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING — ' 4 :RMIT INFORMATION - 206 -431• c70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ NI A Valuation of Gas Piping work (contractor's bid price): $ N ( A Scope of Work (please provide detailed information): Building Use (per btt'1 Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below: Q ApplicatieaWonne- Applications On Line'3 -2006 - Permit Application doc Revised: 9-2006 bi, Sewer: State Zip Page 5 of 6 IT AfPLICe1TION N(OTF 1 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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. BUILDING OWNE • _=, • AUTHORIZ Signature: /} Print Name: IqnkU cry •2.y.^ J Mailing Address:SOO 5 / 5'' 1-vC I Date Application Accepted: 024 la, Date Application Expires: Staff Initials: QMppliosionsWorms- Applicasions On Line\3 -2006 -Permit Application doc Revised: 9 -2006 bh Date: / 86-'335 2 /,o Day TelephonerA , —Seel-4+1-p LAI _ 7P19 City State p Page 6 of 6 Receipt No.: R06 -01868 Payee: MCKINSTRT CO. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us RECEIPT Parcel No.: 1023049069 Permit Number: D06 -451 Address: 3355 5 120 PL TUKW Status: PENDING Suite No: Applied Date: 11/21/2006 Applicant: MICROSOFT Issue Date: Initials: JEM Payment Date: 11/22/2006 10:46 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 8539 1,114.59 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Payment Amount: $1,114.59 672.78 437.31 4.50 Total: $1,114.59 2021 11/22 9716 TOTAL 1114.59 doe: Receiot -06 Printed: 11 -22 -2006 Project: 4 V( 70 Sd> : f Type of Inspection: rill' 4 Address: 3 ; 5 _s 110 PL Date Called: ,-- Special Instructions: Date Wanted: _ _ — c 5 -O 7 (; a.m.., p.m. Requester: Phone No; 0060 -- z 3 L qq INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: JDate: 558.00 REINS - CTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: i/l,e-At, soc Type of Inspection: y0 7 "' Ne Address: "s,S,c , l Zola/ Date Called: Speci Instructions: Date Wanted 7 ? 5 I 6 ( Requester: Phone No 2 SE -7 -33 INSPECTION RECORD D% Retain a copy with permit INSPECTION NO. PE ) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. COMMENTS: i-t((. , - / a g efl ) reun rete,r n - v '/ 1 /a,- pen2j4 L4.7( t /Z .CC,�./.0 lo `r0_ ( • Corrections required prior to approval. $58.b6REINSPECTIoPVFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Sprinklers: Type of Inspection: r r /NA L Address: 33 s S S/)-0 Suite #: P I Contact Person: 6A r e_ _ Sri, -I.1. Special Instructions: Occupancy Type: /, f edi , t ¢-4 -Co /-H (P7ovini UCL. AcO > o-' 7.5”ok- - Cal/ [' Sr1 306- S 7s= c /efr,'7 Project: it Ni 1 cr o o Sprinklers: Type of Inspection: r r /NA L Address: 33 s S S/)-0 Suite #: P I Contact Person: 6A r e_ _ Sri, -I.1. Special Instructions: Occupancy Type: Phone No.: _ tb. )3 OS I7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 2 4:2 8/07 Hrs.: j $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: M I e ga 50 1- Sprinklers: Y Type of Inspection: >= 4 Address: 33 5 5 Suite #: S. i 2 ° kl-- Contact Person: 4,e l< Special Instructions: Phone No.: Needs Shift Inspection: .4 69inf ?c4tj Sprinklers: Y Fire Alarm: Y Hood & Duct: 4/ Monitor: 60A ,t_ U //a Al Pre -Fire: Permits: . Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - Doh -LIS PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. I ] Corrections required prior to approval. COMMENTS: F A i N n OIL- __ ADP 1- 14-6-- a j 1 =SZ Si 6IVAtS St3tY Le.c. R OK- Inspector: �- 0/ /5 i z Date: 6/21 / o7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 EXPIRES 04 -01 -07 f STRUCTURAL CALCULATIONS Vinyl Air Separation Barrier Framing v Black Diamond Data Center 7� 3355 S. 120th Pi. Tukwila, WA 98618 Job No. Revision: 2 Date: 11/20/06 trpazQ i o r nnu irwcn McKinstry Seattle, WA 1:400 b' ATI Architects and Engineers 3860 Blackhawk Road Danville, California 94506 (925) 648 -8800 C Of Tukwila BUILDING DIVISION Originator. Kamyar Reza, P.E. Checker: Thomas Ewert, S.E. Approver: Michael Rojansky, S.E. FILE COPY NN Notice: Construction of this project without structural engineering observations by A TI will be at the contractor's and/or owner's risk. No responsibility or liability will be accepted on the part of ATI for failure of the project to be constructed in accordance with the design intent. CITY O � FTUKWILA NOV 217006 PERMIT CENTER PO(%rRSi L42Aw5 — (y/1-4✓i71 t7,4 s - v�,vy� S "-G w /g,sd«P— es Et?. — 2 Pi-(L G22 4/ pL- 4vssE�fn — 2 t S EA Satske c. - 6- ;5 6 t t . cf O. 5 vs w D' (st, ?I A_ 2 lzyr = ATI A Ntc.1-0ry �� q PQt 4_e Page No. 4- a. 9 cip s W P t - -2- "J L i? ) Fr ,41 z 3 S le \1149 S = Silks Sr4. : Fw i� /, 5i7 C1A-51j SM= I � �j Sp s - XSks = el Fe ( (4 -to wr ► 2(A I. ZS = 6,3 (6,75)( flat) - OJ 3s6wr c 0 41* // • s e- 0,5-2A we E— i-444.00 A-iv N44 5 vinc � P L- is fin su ar c I, i ?M rt.4a h 3 - N 3 Srv$2 6.312 -WP ATI Page No. 3 Door Width & Height Strip Width & Thickness % of Overlap Shipping Weight Stock Number 3' x 7' 8" x .080" 50% 21 lbs. 3 -7U -8P 4' x 7' 8" x .080" 50% 28 lbs. 4 -7U -8P 6' x 7' 8" x .080" 50% 38 lbs. 6 -7U -8P 4' x 8' 8" x .080" 50% 30 lbs. 4 -8U -8P 6' x 8' 8" x .080" 50% 44 lbs. 6 -8U -8P 8' x 8' 8" x .080" 50% 56 lbs. 8 -8U -8P 8' x 10' 8" x .080" 50% 66 lbs. 8- 10U-8P 8' x 10' 12" x .120" 66% 96 lbs. 8- 10U -12P 10' x 10' 8" x .080" 50% 81 lbs. 10- 10U -8P 10'x 10' 12" x .120" 66% 125 lbs. 10- 10U -12P 12' x 12' 12" x .120" 66% 169 lbs. 12- 12U -12P Verilon Vinyl - Vinyl Strip Doors Home Vinyl Strip Welding Strip Specifications Applications Vinyl Strip Doors Hardware Vinyl Film and Sheet Curtain Walls and Partitions Inquiries Verilon® Vinyl Vinyl Strip Doors Standard Size Strip Doors Made with Standard Flat Strip Page 1 of 1 Above doors are commonly sold sizes. Custom sized doors and replacement strips are also available. On WALL MOUNT installations, remember to allow an extra 3" on top and 6" on each side to the measure of the door. W = I rslr- Verilon' Vinyl 452 Diens Drive, Wheeling, IL 60090 Toll Free: (800) 323 -1056 Local: (847) 541 -1960 Fax: (847) 541 -4525 • sales@verilonvinvl.com http : / /www.verilonvinyl.com/id7.htm1 11/15/2006 4 Eru' P11 -44-4_ 85: C If" CO 1, Pr A S +45-0- �f.S 40 _133 - 311 PL' (xm) anti_ were T c -� x J z = 576 xl 31 -s sic r f1 P eotAktoti ''o ✓ S; Q-e S ( 0Ant/ et,17 aNS a�c. (NS Ps C7704) ); Z2A- > l22 c 2 CFf4 (I L irv 6-ooQ F° ki-t /5 IL = ATI Page No. 6 1/ o t f fait ti. D ` e @ I R N °2`6 Coboxtiu s/13 5 y 4& A-M .S `1 / 1 cfln/ 56t Le o row eA/ *Cif Ci rtoAkevir bv& 12, t ga M 20 Y/ r - /56 r s ti d or G, <-;: b t t /'� . 0 s J0 /5 ' l (rs 1 f= 1 +3.33- x ClOIL , ' 3 ° _ / � 6 4,33 ATI Page No. f (1 45 t Jc e - 14-4- l70 96 00 70/ ' ( eV �o l-°AbS t d 31 M d' mo for oo w &let I � Xe / Z.a r (& ton/ S t 0 c o� G- c 0 f'" n &Fe s E 1 \4 b .. t1 X Z3ic L x 1.33 72) c; -, 06 r _ slat*/ PA- = I /' .6' / 4`x2,d) 1(1 ttv ok_ = ATI Page No. %' - rwa�u. go LT AID re / #-Tn- W ILL 55L 4s k' E4 PcS trona/ t4044-v or HAW Ind "^ U tt C-1 15 3,5 s to., f�a f u9ce 4 °i 1 00,3 w(a" 6196 1 ����( ,v5/ C J2551 t$ 5t /-toy 6� xi, 3. 6 o = VA-6 V) S 3 24 4 xt. 3 = I �.s 1 -354 x 13e Cowl /LESS lo7✓ )ab _ 2 /3 t- . = q" v 4 4L$ 6 00 4_ 3 58 s-3 sok sty o ro�N --ea NC- LO4 ATI Page No. Areas of Moment of Section Radius of Channel Weight Section Inertia (1) Modulus (S) Gyration (r) Ibs. /ft... kg/m sq. in. cm in. cm in. cm in. cm B22A • B22X 1.910 3.820 6.649 (2.84) (5.69) (9.89) .562 1.124 1.956 (3.62) (7.25) (12.62) .1912 .9732 4.1484 (7.96) (40.51) (172.67) .2125 5989 1.701 X - X Axis (3.48) (9.81) (27.89) .583 .931 1.456 (1.48) (2.36) (3.70) Moment of Inertia (1) in. cm .2399 (9.99) .4798 (19.97) 1.1023 (45.88) Y - YAxis Section Radius of Modulus (S) yratibn (r) in3 cm n. cm .2953 .5905 1.2027 (4.84) (9.68) (19.71) .653 .653 751 (1.66) (1.66) (1.91) B22 CHANNEL B22 •Thickness: 12 Gauge (2.6 mm) •Standard lengths: 10'(3.05 m) & 20'(6.09 m) •Standard finishes: Plain, Dura -Green, Pre- Galvanized, Hot - Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum •Weight: 1.90 Lbs./Ft. (2.83 kg/m) SECTION PROPERTIES Calculation of section properties are based on metal thicknesses as determined by the AISI Cold -Fotmed Steel Design Manual. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) 20 Reference page 14 for general fitting and standard finish specifications. t 1 /a" (41.3) 3 /g" (9.5) 1 3 /16" (20.6) 1 (41.3) ~ 13 /16" (20.6) 1 j (41:3) 3/8" f (9.5) 9 /32" j (7.1) x .7252 (18.4) 1 (41.3) 1 k 3 (82.5) B-LIM Unbraced Height In min 12 (305) ._. Style B22 B22A B22X Alas. Column Loading K = Al Max. Column Loading (Loads Loaded@ Loaded(a _.. - - _ C.C. Slot Face K = 1.0 - ------ i Lbs. N Lbs. N `. Lbs.. • N Lbs. N 10454 (46502) 4276 (19120) 10598 (47142) 10222 (45470) 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 46948 208835 18975 84405 47061 209338 46761 208003 1 ( C.G .) :K =1.2 Lhs. 9950 21433 46531 - s - . N (44260) (95339) 206980 122 9950 (44260) 4153 (18473) j 10253 (45607), 9481 , (42173). 8955 ; (3983 18. (457)" 11224. 21433 (95339) 6959 (30955) 21551 (95863) 21239 (94476): 21001 ` B22X. 46531 206980 18859 83899 46787 208119 '46110 20511 ;45593'.202808 B22 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 24 (609) 122A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X 45947 204382 18693 84440 46401 206402 45198 01051 44282 196976 B22 , 8582 (38174) 3802 (16912) 9268 (41226) - 7601. (33811) : 6595 ; 30 ( B22A 20819 (92607) 6821 (30341) "21145 (94057), . 20279 ' (90205) =. 196I9 '- (87269) B22X 45198 201051 : _ 8222 45906 204200 44026 ' 19583 ' 42593'`189463 B22 7801 (34700 4 3589 1 (15964) 8676 (38593) 6595 (28336) 5392 (23985) 36 ( 13224 20397 (90730) 6 28 (29927) 20866 (92816) 19619 (87269) 18669 (83044) B22X 44282 19697• 18233 81104 45300 201504 42593 189463 40530 180286 +:. 42 (1067). 822 B22A 6998 19898 (31128) 3360 (14946) 8048 (35799) (88511) 6620 (29447) 20537 (91353). 5595 18840 (24888): ; (83804); 4444 17546 .09768 :(/ 8048) . B22X 43198 192154 . 17940 •801 44586 198328' 40901 ` 181937) 38092 169441) B22 6193 (27548) 3118 (13869) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) 122A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 186594 17604 8306 43761 194568 38948 173254 35281 156938 t f u " - (1371) B22 - '122A 5392 18669 . (23985) 2864 (12740) - 6746 - " (30008) ` (83044)' 6263 (278591 '19276: - -`- (87745) 4090 16920 . (18193) < (752641" 33I0: 14782,;(65753) ;_(14723) :!�'x)'• - 122X 40530 18028 16973 5499 - 42825 ' 190495 36733 ' 1'63396' -- . 32092 - 142752 122 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) :.., ".. 60 (1524) 822A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) 122X 38948 173249 14471 64370 41779 185842) 34260 152396) 28529 126903) B22 4202 (18691) 2434 (10827)" 5441 (24203) : 3242 (144211 2634 .(1 1.•�... (1676) 122A 17134 (76216) 4587 (20404) - 18712 (83235) 14521 (64592) 11328 (50389) B22X 37198 165465 12431 552'• 40624 180704 :31525 - 140230 ° 24593 109395 122 3791 (16863) 2264 (10071) 4869 (21658) 2936 (13060) 2381 (10591) 72 (1829) 122A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) 8221C 35281 156938 10753 47832) 39358 175073) 28529 126903) 20676 91971) 122 . 3456. (15373) 2116 (9412) _ 4412 (19625) ; 2680 (119211 2166 , (9635 7- e' ;, "(1981) : 122A 15291 (68018). 3456 (15373) 17496 , (77826 ;11642 '(51786). 8115 '(36097) . B22X 33197 14766 9366 41662 37984 168961 25275 112429 17617 "8364) yi 84 (2133) 122 122A 3176 14255 (14127) 984 (8825) (63409) 3028 (13469) 4037 2 (74783) 10076 (82 0) 6998 ( B22X 30947 137659 8206 36502 36499 16235 21875 97305 15192 6757 122 - 2936 - (13060) •.1867 (8305) : 3724 . (165651 2270 (10097)4 1816 : (8078) { A '(2286) - . 122A 1'13141 (58454) 2667 (11863), - 16077 •: (71514) ;8778 (390461 ; 6096 , ",(77116) . -' B22X - 28529 126903 ' 214 • 14903 15525• `19057 " 84770 ' 13234: 58868 I k._;3 E•`':J B22 2728 (16583) 1761 1 (7833) 3456 (15373) 2101 (9346) 1671 (7433) .�:. (2438) 11224 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357 (23829) B22X 25945 115409 6393 843 33197 14766 16749 74503 11630 51733 t t, B22 2545 (11321) 1664 (7402) 3225 (14345) 1951 (86781 1542 "_ •-(6343) '' (2591) • ' 122A 10678 (47498) ; 2093 . (9310) 14455 (64299)* ; 6834 ` (30399):: 4746 ";(21171} , _ "" ' ' 12251 .23182 103118) 5672 30 31382 139594 14836• 65994:'.10303 =) 45830 • t• ' ' (2743) 22 2381 (10591) jIfl (7006) 3022 (13442) 1816 (8078) 1426' (68599) tom' " B22A 122X 9524 20676 (42365) iPN!) (8305) 13568 (60353) 91971 5059 22503 29456 13102 6096 13234 (27116) 58868 4233 9190 (18829) 40879 w,. : 822 2234 (9937) 1494 (6645) - 2842 (12642) 1694 (7535) 1322 .;(4880) ,: to ,(2895) 13224 8548 (38023) 1675 (7451) 12630 (56181) 5471 - (243361. 3799 : (16899) - '` "'` - 822X 18558 . 82550 - ' 0190 27420 121970 ' -11877 52831" 8247 6684 822 2101 9346 (6307) 2680 1583 •" " ; (3048) 822A 7715 (34318) 2 (6726) 11642 (51786) 4937 (21961) 3429 (15253) 12251 16749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 (33112) ( B22 COLUMN LOADING DATA ;,£�?�eodanea ratio XL exceeds 200, and K - end fixity factor, L' actual length and r at radius of gyration. for general fitting and standard finish specifications, &Line*° B22 BEAM LOADING DATA , Reference page 14 for general fitting and standard finish specifications. Mine Based on simple beam condition using an allowab e design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral bracing (see page 11 for farther explanation). Actual yield poin of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. Beam In. Span mm ._ Channel sty le Uniform Lbs. Load and _1S Deflection In. mm Uniform 11240 Lbs. Load Span 1/360 N @ Dcflcc ion Span Lbs. = _N 822 2610 (11610) .014 (.35) 2610 (11610) 2610 (11610) 12 (305) B22A 2610* (11610) .002 (.05) 2610* (11610) 2610* (11610) B22X 5790* (25755) .001 (.02) 5790* (25755) 5790* (25755) 822 , 2269 (10093) .031 (.79) 2269 (10093) 2269- (10093) 18 (457) B22A 2610* (11610) .007 ` (18) 2610* (11610) 2610* , : (11610) (25755) .003 (.07) 5790* (25755) 5790* (25755) B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A 2610* (11610) .017 (.43) 2610* (11610) 2610* (11610) B22X 5790* (25755) .008 (.20) 5790* (25755) 5790* (25755) B22 1361 (6054) .087 (2.21) 1361 (6054) • 1294 (5756) 30 ' (762) /122A 2610* (11610) .033 (84) 2610* (11610) 2610* (11610) B22X 5790* (25755) .017 (.73) 5790* (25755) 5790* (25755) B22 1135 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790* (25755) .029 (.73) 5790* (25755) 5790* (25755) B22. 972 (4323) .172 (4.37) 972 (4323) 660 (2936) 42. ' (1067) B224 2610* (11610)- .091 (2.31) 2610* (11610) 2610* (11610) B22X 5790* (25755) .046- (1.17) 5790* (25755) 5790* (25755) B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* (25755) .068 (1.73) 5790* (25755) 5790* (25755) B22 756. (3363) .284 (7/1) 599 (2664) 399 (1775) 54 (1371) B22A 2138 (9510) 158 (401) 2138 (9510) 2024 (9003) B22X 5790* (25755) .097 (2.46) 5790* (25755)- 5790* (25755) B22 681 (3029) .351 (8.91) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110) .130 (3.30) 5645 (25110) 5645 (25110) 822 619 (2753) .424 (10.77) 401 (1784) 267 (1187) 66 ( B22A 1749 (7780) .236 (599) 1749 (7780) 1355 , (6027) 5132 (22828) .158 (4.01) 5132 (22828) 5132 (22828) B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 (20924) .188 (4.77) 4704 (20924) 4704 (20924) Te ' ' ', ,( ', B22A 1480- (6583) 330 (838) 1455 (6472) ,. ' , (43151 (19314) .220 (5.59) 4342 (19314) 4270 (18994) 822 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 (17935) .255 (6.48) 4032 (17935) 3682 (16378) B22 454 (2019) .789 (20.04) 216 (961) 144 (640), B22X 3763 (16738) 193 (7.44) 3763 (16738) 3207 (14265) B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 (15693) .334 (8.48) 3528 (15693) 2819 (12539) ' Mr ' (2591) , 822A, 1132 (5035) 365 (1435) 851 (3785) 567 (2524 B22r 3320 (14768) .377 (9.57) 3320 (14768) ' 2497 (11107) 1322 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 (13949) .422 (10.72) 3136 (13949) 2227 (9906) 358 (1592) 1.266 (32.15) 134 (596) -90- (400) B22A. • 114 (2895) 1013 (4506) 306 (17.93) 681 (3029) ,.• 454 (2019) 2971 (13215) .471 (1L96) 2971 (13215) 1999 (8892) B22 340 (1512) 1.403 (35.63) 121 (538) 81 (360) 120 (3048) B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 (13.23) 2706 (12037) 1804 (8024) B22 BEAM LOADING DATA , Reference page 14 for general fitting and standard finish specifications. Mine Based on simple beam condition using an allowab e design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral bracing (see page 11 for farther explanation). Actual yield poin of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. twins 04-01-07 I Job No. Revision: 0 Date: prepared is McKinstry Seattle, WA Originator: Checker: Approver. STRUCTURAL CALCULATIONS Black Diamond Data Center 3355 S 120th PI. Tukwila, WA 98618 11/14/06 FILE COPY N'. Prepared y ATI Architects and Engineers 3860 Blackhawk Road Danville, California 94506 (925) 648-8800 Kamyar Reza, P.E. Thomas Ewert, S.E. Michael Rojansky, S.E. Notice: Construction of this protect without structural engineering observations by ATI will be at the contractor's and/or owner's risk. No responsibility or liability will be accepted on the part of ATI for failure of the project to be constructed in accordance with the design Intent. REVIEWED FOR ODE COMPLIANCE nonvF0 DEC - 5 2006 RECEIVED oTTVfFTAI(IMtA INOv 21 2006 PERMITCENTER Dcfr- CI I' Of Tukwila BUILDING DIVISION ? inAC r 14 ( foer $4S: 1 = /25° l��S7r4G� 2 7C:. L A- L) A/rT 1 G^ Z' w =3 -4 ) Ate 2 S� Pne0 UNIT T 0a4)CJ 6 eN re -t — - L� 4 - b l S 7 0 k - 6 - A ) € 4 6 A-1k ' _ r Ti✓» fA-N6G S MOST lc., 9 (M ks, kNp op) IS i t! t j age AT Cell/ 7L. - „ 1 S At2e4 4Q • fv, ifrn � = ATI Page No. o. 4 cp Cps Wp ( 11- (4) - u s ©4 Sps le We 2 -cps ' 3 SMS s $ - q• S S' :1,tl f c /a SIre CiA- 0" Ste= I€4Z Q b /3S"4_S ` Dig 0. CI, o) (o -Zs W, t. Zs /5n4 6, 5 (o 7s) ( , . - 2 6 " ) ( w t ) 6. 3 5-C ur 'mac A pis - Ne KP (S Cr- s s at" I' '' 74 17 PZ iO ti' STD +W h 3 N c.ACD— Li Z� =I. 2 C - = ATI Page No. •oN a2sd IIV r €9115 -p� (a °' S2'Q 41,3i 12 : �� Zipcode Lookup Output! Page 1 of 1 USES science fora changing world The input zip -code is 98168. ZIP CODE LOCATION 47 -FW92 Lat. - 122.2991 Long. DISTANCE TO NEAREST GRID POINT 1.2063 kms NEAREST GRID POINT 47.5 Lat. -122.3 Long Probabilistic ground motion values, in 8g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 33.112930 45.888500 -- 0.2 sec SA 72.323174 110.120399 142.260406 - S 0.3 sec SA 61.401939 98.998154 12:.414307 1.0 sec SA 21.501949 31.489161 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: SEISMIC HAZARD: Hazard by Zio Code http: // eqint. cr. usgs. gov /eq- men/cgi - bin/zipcode- 06.cgi 49.095829 11/14/2006 USPS - ZIP Code Lookup - Find a ZIP+ 4 Code By City Results Page 1 of 1 �/N�Dl1�U1 tl PW 1LiL 5Ff11�1CJ Find a ZIP + 4® Code By City Results You Gave Us TUKWILA, WA Lookup Another ZIP Code TM entries 1 -5 of 5 ZIP Coder" Matches in TUKWILA, WA 98108 98138 (PO BOX) IR 98178 98188 Related Links Calculate Postage Calculate postage for your letter or package online! Rate Calculator entries 1 -5 of 5 Print Shipping Labels Print shipping labels from your desktop and pay online. Click -N -Shipp Other Postage Business or Residence Lookup Yellow Pages Find a business nationwide. White Pages Find a residence nationwide. panned by Switchboard Site Mao Contact Us Forms Gov't Services - Jobs 1 National &Premier Accounts Copyright ®1999 - 2005 USPS. All Rights Reserved. Terms of Use Privacy Policy NoFEAR Act EEO Data a postal Insgedns g lnsnectnr General WT pmservinn the Tnist Promoting Integply 5- USPS Hom ZIP Code L http:// zip4. usps.com/zip4 /zcl_1_results.jsp 11/14/2006 c S — l efoisa 2Do = /3 2 eaA -c-e) 1 A k Ater tP b WA- es-- 4 6, ic6's «/ 74-4 —N 5 S 4gkic £SevThalL 0 3 o ? 2 ' & 22 Comte c t 4/ ?4, 3 5 )(1,2,5 ,• is 3 ' o��_ Lit-66) s (art/ cia-efLa = ATI Page No. 6 NNr 2 c /A NNnee" wvt e4 NO s g ' egret/ Cf � / (004 2 ) (' ;3 > g0,3 4 A- cam /2" 2 xt,3a > 3P/ z1 ss ' (too") r (7a9 1-1 Goo» 47 �l � 1 S " 0 y i ti Kist? - kite 6-x4 -PC: ::: ? 4a) / 45: 7q, 2go c 54 x1,33 = 5 ? 3) T V= Qjfl4x o _ S316 V 0 /4" ATI Page No. eh.t,k o 1- it Pmfro �✓ liS � A SSv•Kc > ?et LJ (9,4 n, 5 6 ,01-7,0) 51 e l6" o,c- op/ J 2S e x �►� = Oi9'( 0 a) 3 ' , 10 )0133 irc $ 1f 4 3g-31 - l K e - we e, = ATI Page No. 7e/US(o / 5 (o fl,c — 5S/d»,/ 4s 8 avec 9( w&e Gaa9 we U. &Q- S p4156-v #> God✓ri f DTI FPed Mt 6�- 'LT14h.: t, or- 1,-r c )L 14 (m/ ( 141c-6 -- Filtc. *0 C Eta- eve, %4--t P ot _ USG lz Sei, GG oec-. ' N l0 i NET V /o (e 2 O 3 �-z4 'fir - rtoce- b•-ved 0A- /NA- L/ /J S 1 Alta 12JS C4ss v.. r asa ATI Page No. 7 2 2(z'9 V' c )( 2coo 5' Lo P to 0,2S X56,:z ik4 e2A-0,4 1 6 5 0. 2453 /v 3 6, 2,53 k 2 rsg4ks c=Z5 31-CS > u/5 "-a ATI Page No. ,�a DEPARTMENTS: it Buil ing ivision P k brit, 1(10 'I 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -451 DATE: 11 -21 -06 PROJECT NAME: MICROSOFT SITE ADDRESS: 3355 S 120 PC X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued nIt ( AW ( itA -o(P Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions v` Planning Division ❑ Permit Coordinator DUE DATE: 11 -28-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 12-26-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MCKINCL942DW Licensee Name MCKINSTRY CO LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602569922 Ind. Ins. Account Id 70616500 Business Type LIMITED LIABILITY COMPANY Address 1 PO BOX 24567 Address 2 City SEATTLE County KING State WA Zip 98134 Phone 2067623311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/16/2006 Expiration Date 3/16/2008 Suspend Date Separation Date Parent Company Previous License Next License MCKIN "372ND Associated License Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D AGENT 03/16/2006 ALLEN, DEAN C PARTNER/MEMBER 03/16/2006 MOORE,DOUGLAS J PARTNER/MEMBER 03/16/2006 ALLEN, DAVID E PARTNER/MEMBER 03/16/2006 TEPLICKY, JOSEPH PARTNER/MEMBER 03/16/2006 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 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MCKINCL942DW 12/05/2006 x x x