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HomeMy WebLinkAboutPermit D99-0311 - Boeing - DoorBoeing City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 252304 -9017 Address: 17600 WEST VALLEY HY Suite No: Location: Category: AWSE Type: DEVPERM Zoning: C /LI Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: W Contractor License No: BOEINC*294ML Signature: Print Name:_ 1' DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: Y Streams: (206) 431 -3670 D99 -0311 ISSUED 09/10/1999 03/08/2000 WAREHOUSE 1997 SPRINKLERS .0 OCCUPANT BOEING Phone: 17620 WEST VALLEY HY, TUKWILA, WA 98188 OWNER NORTH VALLEY PARTNERSHIP C/O REIS GROUP, 13221 SE 26 ST #M, BELLEVUE WA CONTACT RICK FORD Phone: 206- 655 -9888 PO BOX 3707 M/S 1935, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY PO BOX 3707, M/S IF -09, SEATTLE, WA 98124 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: WIDEN DOOR TO ALLOW FUSELAGE MOCK -UP PLACEMENT INSIDE. RE- CONSTRUCT DOOR OPENING TO ORIGINAL. ***************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 50,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: .N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,066.69 ******************************************************** * * * * ** * ** * * * * ** * ** * * * * * * * * * * * ** Permit Center Authorized Signature: _ 312,0t--Da te: "1 0 -0e 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 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. i Address: 1761)0 WE'.ir VALL.E't HY 'Sui t:e tenant Type:' i3EVPI JM P;:u'c:e l #.: 252304'-9017 iJer'm1 I No: 099-031j ,tatu: ISSUED Applied: 08/27/1999 Issued: 09/10/1999 k A, * •k 4,' •k :4 •b h k h'k •h •k, •k k k 4 k'* •k k 4'k 'k k :; :k •k k 'k k k 'k k k k k •k k k k 'k k h'k k k k 4 'k h'k '4 k •* 'k :t * k • 4 k •k 4 k k k k . k :E' rmit l:ond.ition:.: 1 . t,lo, c'`han9es wi 1 1 be ivade to the plans uri i es.. aappr'oV ed Dv the E 9ineer and the Tukwila i ui.l : .yina ; U..ivisioa1: 2. `Ail permits, ir1's.pe'c`.t ibn;. rec(rdS•, ari'i' np plans shall be alai laable'at :the;.. ; i;ciLs .ate. brior• to the star t = at any coil - _.tr'u . l i oil, . i'hr e ; d0Cumerlt_ :4re to be mad int i i ned :: aarld avail- , able until f,i,rt.a,l insi ec_t :at.prova;l is +iranted . E1ectric�l p'et�mit . ha '1 kie obta thr'0uuh :•x.h,e ' titashinit.on State E:li i'i ion,ot : : .tabor° and .l tries acid a;l l eleLC •i`cai wort: .w11.l' :.be :insoecte:t b that. agc.ricy .: 4248 -663Oi F'ltmbinv per mi, S : l' be obtained throughr ,the Beata :le l : .,C:puntwDepaartnient Of l ubl.ic'Heaa1th:. f'itimbin' iii <11 .be .in :pect:ed that :.agen.cv.,'' lnclud'ing all 9as piping - (296.41722).- Al I mec har: i'ca l : shall he. sunder separate permit 1 s ueci the ;I 1 tv. t t 1 ut;W.i l:a +;'. `Al 1 •' on.. t,r ~uction to ,be_done:`.* conformance with aour oVed` plans and r'equir'ements Of th►e . Unitcirm Liu Idin9 Code t19.97.. .Liitiori.. as amen.fed. .Unifot Me.'c'hanIcai Gaffe (1997 Editions and. Wash.i riotori Tate . Enei'ov ‘ (ode (1.997 .Edition) • .: t Vaaj'i`d i tV" of i:',ermi t, The Jssuance, of:' a per "mi'. or aaruprov l?t` titans., ;.t►:c-i icat.ions..: 'and: Computations shall not, be con - ., =.tr UPd to tie'.a permit for ",. or.,an aappr oval of. any '1i0lat.1iufl trt • any 'of ' t:lle'. ur'ov ' 1 orl: of the.: h'i 1 1 d i rio Code ter" : Cats any other of the iul.. dic:tion. .. No permit presuming tp . u ive.autha't:iter ho violate or cancel the irovi_sionS of this :,,' Lode sna 1 l be 3. When -'Spec i a 1 inspection is r•"el'!u i red either the . owner. . a r't.n i te,c.t or engineer snail riotifL the Tukwila bu i l,i ino Uivision of a aWC.01ntmtt t of the'inspection a9en es Pt'io Co the fir's t; bui ldino insuec:•t: ion, Corpie s of all special inspect ion reports shall b'e' submitted to the Building. Division in a timely manner,. Reports shall contain a6dre s or'o iect name; permit number' aand type . of inspection be i nu performed. 9. The special inspector shall submit a final signed report statinu whether the 10ror' special in .pection was to the be of the i nspect.or~ v s knowledge: in conformance w i t h a approved plans and s p e c i f i c a t i o n s and the aapp i i c:ap l c workmanship provisions of the ULSC , 10. All structural weldinu shall be done by W.A.L.tl. certified welders and special inspected (UkC - Sec. 306ta)c.,). Project Name/Tenant: t fir Opo w/.24 M Value of Construction: a, ood Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ❑ no Site Address: City State /Zip: /74020 w. V4 the le //i'? Tax Parcel Number: 2523049D 7 Existing fire protection features: fry sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: / /d /041 existing Property Owner: A/042.7 .4 Va i L e y P,4,zriv r& 6 H i P 4 'J0 i2E/5 C4, ( v,o vE MA21G5 Phone: 4 Z5 747 7 7 // Street Address: /3ZZ, - E z d rn 5 r City State /Zip: 3 v /rZ M i3GLL,eg'[J0 9tl 0D5 Fax #: Contractor: 64--",,,rant 1.. //t9NS Phone: Street Address: City State /Zip: Fax #: Architect: _ Phone: Street Address: City State /Zip: Fax #: Engineer: 4 „vE ER$ /Vorz Tr/ wSS•T /die Phone: Street Address: City State /Zip: 4,36'! ,,✓ be o1raw/v 4✓c. £t 4 rTL & 9g //5 Fax #: Contact Person: /2 ,Gk. ,C"6 ,2© — 3 oE /,y4 L Phone: zv. G5S -9838 Street Address: City State /Zip: ?O .gv.A 3707 AI IS /936 3E4TrLE 9$/2 - Fax #: Description of work to be done: 1 ,0,124 - /,. l7p,2 ,441-4. vKJ F✓5664 E 410L - vp PMe6n4 - , Se 7 ny /p E. / 2o -8oso s T7 ✓L Pao/4 GP .enNA44 70 ea/6. /•-/ Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family 51 Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? El yes 0 no Existing fire protection features: fry sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: / /d /041 existing 11 ', Area of Construction: (sq. ft.) 604) there be storage of flammable /combustible hazardous material in the building? in yes 1721 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK; ''ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): El Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dale ap lion accepted: ▪ � Date a/ ication ex it s: Appi I�pclgken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMI'f.DOC 1/29/97 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) BUILDING OWNER OR AUTHORIZED AGENT: Date: g •Gr_�'G Signature: /%� / .) 1 1/ �' �"""�' Print Warne: /2/4k._ 0.2,� ph e: zoo / �5- MB I Fax #: ZF� J Address I City /State /Zip ALL COMMERCIAUMULTI -FM ILY TENANT IMPROVEMENT /AL ERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist.for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ El SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. C77'I :RMIT.UOC 1/29/97 :4*!r *A *A* *:tk *iriikl•k *JrA4c. k:kit:t *4*AA *A:t: A*.A•: A** *•k:4Ai.A*•4 :4 :4tt•'k;h:4 *:t:kir CITY OF TUKWILA WA � 0-2)1 4'PAN8M31•. 4*A *A* * *1 kAk *A *.l•�Si A** 4 .—Nk *:t* *: :t A. : *%*• k,. A. 4 :j *:4 *k:4*•k•.4* *:l•:t:4A**k ** i PHNSMTT Number: R9800t3b Amount: 418.44 08/ 27/99 14 :24 Pavirtent. Method: mel Not.itiont .RICK FORD In•it: fLli Per oil t; No: D99-0311 fva.y: l ?F.VPERM I}Lt?Lt.OPMEt4f PLF I If Parcel No 252304-9017 . Si te.:Addrntis: 17600 NM' VALLEY HY rota3 Fe 1 . 0 6 ; . 6 9 i s fvpo Payment 4111.44 1 c,tGa I ALL Pmts: 4 13 a'4 arise w 640.2t; * * *k *k*• * ** * * ** *•*•k * * * * *k•A *A *f A *A* irk* OA*** 4* • **6 *•A* **** *•* * **itit•/. Account; Code 000/3,45, H 30 Description PLAN CliECK NONRC " Amount; 418.44 BCC U 1 , LI CZ() . , 5s( goo. 03 084 08/30 9717 TOTAL 0.00 t•. tdr. t• 1dt •th.:l:t•t' *kkk,kkir•1:1k4 1 /4 ** * r4: %A ******** *k *•kAkAstk•k•� :4:kic ;* v r ckk &Atkk - G • ** :�it• t** A *A• :t. k*Jr* k!Ak*A*F<�k ^M;*A *t 's k": 1: t* A. 5 ; h: 4 :tA'AA:t*,'k'k•k:l•k.1:t**.t*kA (;II1 ::o ( TUKWILH. OH •.I"+ 0Ecifil:1•. £ umber•r R9800146 timc;urtt:• 648.25 09/10/99 10:44 1 Method: URIJST Notation: RICK FORD £nit: fLU I' rmit No: D99• -0311 fvpor DEVPURM DEVEI.0Pt4 NF PEI:iIIf Parcel inn: 252304-901? ?3 i to Nddress :i 1 2600 Iasi VOLLEY HY r fo't-.I l•(' AC t. 1,066.69 Th i t, . Payment 648.25 1 ot-R l (11..L. hilts: e 1 . 6. t 9 II :t l anco r .00 sS* &A.** * **'I *A *A• kit *A AAA•A *a&A *•A0 *A** *A A ke• *A *A * * *is * *A1,kA•AAkk•A* *A raccUitnt Code I)a crintiort ta+aotnt v00/3:1.2.100 13U1Ll }7.06 'r1gl NE8 64',3.75 000/386.904 S'fO IL BUILDING StJRl: 1 I UE /4.5() 3oer i rvs 7L)ccfi, 0-1 E3. 000. qc1. c ice.o3 TItF O8n1. l . 6915 09/14 9717 TOTAL 0.,00 Proj &( fti I u (� tt 1 T e of as c 'o • / Ad rrtu • Date called: •'' Special instructions: Date wan a.m. Requ Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 PERMIT NO. -3670 Approved per applicable codes. Corrections required prior to approval. COMME OK 11) ! /AJ14L $47.0: ' [INSPECTION FEE REQUIRED. Prior to inspectiotii, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: — — 1 4 , (4 4 , 4 4rak irsAuv0 '4 eli> • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name (306 - C. Address ih.O•D (141 I iv kly Suite # Retain current inspection schedule X Needs shift inspection Approved without correction notice Approved with correction notice issued /.1 Permit No. 132- I T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 ar ad. W: ctds..-:. xLat: xNY. 01 45a: ac: ittYi` af;' nt7 4rilaiiiU624rni"Rdc4i+vert".4a rtathr.I AMS•..V.',1n1NATr.? March 29, 2000 MAYES City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Mr. Duane Griffin Re: Boeing North Valley Business Park 17610 West Valley Hwy. MTE Project No. E9302 Gentlemen, This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: 1. Reinforced Concrete 2. Epoxy Grouted Anchors We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING NGINEERS, INC. Michael S. Dolder, P.E. Vice President MSD:rsm cc: General Construction 41tAl+ +n*Rdv'x +�:araraw:rmth�.erwa. TESTING ENGINEERS, INC. MAR 31. 2000 917 - 134th St. S,W„ Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 -1737 MORTHWIEST ill z z NORTH VALLEY BUSINESS PARK T.I. 17620 W. VALLEY HIGHWAY TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS AUGUST 12, 1999 ENW Project No. 85028004 CODE: 1997 UBC WIND: 80 MPH, EXPOSURE "B" SEISMIC ZONE: 3 CONTENTS: Temporary P.C. Panel Opening 1 -2 EXPIRES 8/28/00 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 96115 (206) 525.7560 FAX (206) 522.6698 CITY OF RECEIVED !T r 1 8 n4, PERMIT CENTER i7flD3I I ENGI.N — NORTHWEST ( 1 - NC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. tSo2800 y JOB NAME /JOltT -I VALLEY our r/ink 7-2 DATE p-//- I SUBJECT T6 /'tin it it /my d e, N/ /vc /A/ re pNiv�L SHEET OF Z BY TT L . 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PANct. eff frAfli.E. 13y / miekc•rro . tArEftRe. sEffrN,c c Ove 9 = Y c, i-r ritio4T Y(o,3g) 75 wvrtiti.ve• r- 7? pit 0.0 ((s) O.?( 0.7( Air 7.Y3 plocc left P4/4, y /-( "., L 41 a- , 7 Ote fet•ezp yo pien: e../4,- = 1 Z k "77,0 001(zr)::: 8. •.> cE Foncr: 619 = cos ty DATE SHEET OF 2 " BY 09/02/99 16:34 FAX 2065226698 ENGINEERS NW 1 NORTHWEST September 2, 1999 PROPERTY INVESTMENT INC. 3409 W. Laurelhurst Dr. N.E. Seattle, WA 98105 ATTN: David K. Bromel RE: North Valley Business Park T. I. 17620 W. Valley Highway Tukwila, Washington Dave: Engineers Northwest has completed a review of the existing structure for the planned tenant improvement. It is proposed that an existing opening in the exterior precast concrete shell be temporarily enlarged to allow entry of tenant hardware. Please refer to enclosed plans specifying construction procedures and sequences to facilitate the removal and replacement of wall segments. The overall lateral stability of the structure will not be significantly impaired and code requirements for life safety will be met, if the procedures outlined per plans are Implemented. Please call if you have any questions or comments. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Thomas J. Langton, P.E. Project Engineer TJL:Id RECEIVED CITY OF TUKWI u SEP 3 1999 PERMIT CENTER EXPIRES /28/00 ENGINEERS NORTHWEST, INC. P.S.. CONSULTING ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 99115 (Y05) 525 -7560 FAX (2061 5Y7-B6DB g1002/002 16 :34 FAX 2065226698 ENGINEERS NW •ENGINE , . - ES. FAX TWISMISS4ON -C-VIA SHEET TO: BOEING ATTN: JACK ANDREW DATE: 9(2/99 RE: REVI SED - LETTER TO .FT. PAGES 2 ( T INCLUDED) -- ORIGINAL (S) TO FOLLOW: YES CC KEN NELSON T i I A-BD•S:DING DEPT. IF YOU DID _NOT RECEIVE ALLEACESAMIICAUD ,•BOV,E,,,PLEASE CALL 42E6).525 7560 THOMAS LAN TON, Prujact 6569 WOODLAWNAVENUE N. E., SUITE CO5, SEATTLE, WASHINGTON 98115 FAX: (206) 522 — 6698 • EMAIL toad @er ststNaoots. NORTI.W1E T August 12, 1999 PROPERTY INVESTMENT INC. 3409 W. Laurelhurst Dr. N.E. Seattle, WA 98105 ATTN: David K. Bromel RE: North Valley Business Park T. I. 17620 W. Valley Highway Tukwila, Washington Dave: Thomas J. Langton, P.E. Project Engineer TJL:Id Engineers Northwest has completed a review of the existing structure for the planned tenant improvement. It is proposed that an existing opening in the exterior precast concrete shell be temporarily enlarged to allow entry of tenant hardware. Please refer to enclosed plans specifying construction procedures and sequences to facilitate the removal and replacement of wall segments. The overall lateral stability of the structure will not be significantly impaired if the procedures outlined per plans are implemented. Please call if you have any questions or comments. Sincerely, ENGINEERS NORTHWEST, INC., P.S. 'EXPIRES 8/28/00 7 1 ." n ,..._.- te ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522.6698 A RECE,�uK crry OF tr3 199(3 PERMIT CENTER 1yn-o3 I) U'RROUTE.DOC 5/99 " ti`s "2i >:'�.i'.' '::d,': '_K' *��F': .'i V !rA `•. +..K , r.. raPC'•Ra��:f , .:•'..c• ., f .9., .... ,..... � . z. .t::i,f c. w ,fit ..... ., , . , x .. n•�. . . .,.'ace ,.�. e , a . ,�Ytfti - ; �<.r'...�;_.., .. ,� . , brfy CoDed CD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0311 DATE: 8 -27 -99 PROJECT NAME: BOEING -DOOR WIDENING XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: � @o Vl" L. BuiFf'Jing Division Fire Prevention [J Plannin Division 141,0 , ovi-or W� op-g-/9 t f 3111 Pu lic Wor s Structural Permit Coordinator G a —f Y DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions DUE DATE: 8 -31 -99 Not Applicable n Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 9-28-99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Ti Not Approved (attach comments) REVIEWER'S INITIALS: DATE: City of Tukwila Fire Department Fire Department Review Control #D99 -0311 (510) Re: Boeing Company - 17620 West Valley Highway Dear Sir: September 7, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 #1742) 2. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • • • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax. (206) 575-4439 EXIST. 12'x16' OPENING �EXISr. SLAB ON GRADE EXIST. 12k16' OPENING 1-45 EA. FACE TO MATCH EXIST. x4 f - 1 6 "o. EA. FAG TO ELEV. I6' -0" / FIELD YIELD ALL EXIST. PC PANEL CONNECTIONS AT ALL FRACTURED CONNECTIONS EA. FACE PAN. EDGE DRILL EPDXY EMBED 6 ABOVE d BELOW - EXIST, 45V i 700 efi NOTES 12' -0" 2) NO ROOF LIVE LOAD (SNOW INCLUDED) SHALL OCCUR DURING CONSTRUCTION. 5) THIS OPENING IS DESIGNED AS TEMPORARY. NOTIFY ENGR. OF RECORD IF ELAPSED TIME BETWEEN OPENING AND INFILLIN6 PANEL EXCEEDS 15 DAYS. 4) INSTALL ALL BRACES PRIOR TO GUTTING PANELS. 5) DO NOT OVERCUT HORIZONTALLY OR VERTICALLY. SAW NOTCH FULL DEPTH GUT LINE PER ELEV. EXIST. REINF. CUT O FULL DEPTH CUT LINE (DO NOT FIELD BEND) — - - EXIST. 6° PG PANEL ROUGHEN SURFACE REMOVE EXIST, GONG, TO EXPOSE REINF. -2 -44 DRILL 4 EPDXY - EMBED 4° INTO EXIST. PANEL —L- SERIES BAR -LOCK COUPLER OR ENGR. APPROVED EQUIVALENT INSTALL w/ SPECIAL INSPECTION IN ACCORDANCE HI IC. REPORT 4 ER -5064 DATED SEPT. I, 1996 — NEW REINF. TO MATCH EXIST. SECTION B-1 SECTION A -1 DO NOT FIELD BEND REINF. UIB m 0 6 "oc OVER ENTIRE LAP PARTIAL NORTH ELEVATION (TEMPORARY OPENING) Ib' -O" _ PULL DEPTH 9AW GUT LINE PERMANENT E a px1'- 4"x2'-4° JOINT H/ 2 ROWS 4 -s 0 HILT! KWIK BOLT II • 6 "oc d 12`6A. EMBED 4 ". PROVIDE HORIZ. SHORT SLOTTED H0LE5 ONE SIDE. CENTER BOLTS IN SLOT. TEMPORARY BRACE T.S. 4x4xe OR 4"0 SGHED. 40 PIPE.— 5° IYP. E a 6 "x6" O Qc EA.END fi BRACE ALIGN 0 WP BRACKET SECTION C -1 24' -6° TO GRID NOTE, REMOVE BRAGS AFTER GONSTRUGTION / i: is E W2'k12 w/ 4 -� 0 THRU BOLTS 6"oc EA. WAY E i"x5 "x5" NP. EXIST. St 6LB GENERAL NOTES THE F OL.141 S NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM MILD!. CODE -- 1941 EDITION - ASTMS LATEST EDITION LIVE LOADS WIND...._. -.60 MPH, EXPOSURE B SEISMIC ZONEE...5 CAST - IN - PLACE - CONCRETE Pc = 4000 P51 FOR ALL CAST -IN- PLACE- CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON T^E BASIS OF FIELD EXPERIENCE AND TRIAL MIXT.M. OR BY WATER - CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELxTIdY OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBG AND .1 CODE 516. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4° MAXIMUM SLUMP W 11tH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER PROVIDE 5% • 11/2 TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSJRE5. LIMIT WATER - CEMENT RATIO TO .45. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZIN6 ADMIXTURES MAY ..ED TO INCREASE WO2KABILIN WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 5/4° CHAMFER ALL EXPOSED CONCRETE EDGES. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (f =60000 ppaa0. LAP CONTINUOUS REINFORCING BARS, 2'6" MINIMUM. DETAIL STEEL IN ACCORDANCE WITH °AC! MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". REINFORGIN6 HOOKS TO COMPLY WITH STANDARD .1 HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE IBS DEEREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) FORMED SURFACES EXPOSED TO EARTH OR WEATHER ..................IS AND SMALLER...J -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND WALLS ....... ........................... -pll AND SMALLER................ ........................ -.5/4 REINFORCING STEEL WELDING USE ASTM A106 GRADE 60 (fy = 60000 pal) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI/A. 171.4 - 12, "STRUCTURAL WELDING CODE - REINFORGIN6 STEEL ". USE E 60XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS AS.1 OR ASS. DO NOT WELD WITHIN 5- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "Al. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR EUILDIN65" , AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -56 36poO PSI) TBE SHAPES ASTM A -500, GRADE B 46000 PSI) PIPE SHAPES ASTM A -55, TYPE E OR 5, GRADE 8 =55,000 PM) ANCHOR BOLTS ASTM A -50'7 REBAR DOWEL INSTALLATION DRILL HOLES FOR DOWELS IN ACCORDANCE WITH &ROUT MANUFACTURERS RECOMMENDATIONS. BLOW HOLE GLEAN WITH OIL FREE COMPRESSED AIR FILL DOWN HOLES WITH A MEASURED AMOUNT OF HILT! HY -150. INSERT REBAR AND SECURE UNTIL &ROUT HAS REACHED ITS INITIAL CURE. ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT, AND IN ACCORDANCE WITH ICBO REPORT NO 5195. INSPECTIONS INSPECTIONS ARE TO BE PER U. CHAPTER P! AND ARE TO BE BY AN INDEPENDENT TESTING LAB. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. REINFORCING: VERIFY THAT ALL REINFORCING 15 PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. CONC. EXPANSION COPY OF I080 REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED ANCHORS d DRILLED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE IN DOWELS: SYSTEM INSTALLATION 15 IN ACCORDANCE WITH REPORT. WELDING: PER AWS, SECTION b. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSUMABLES, BASE METAL QUALIN, JOINT PREPARATION AND FIT -UP, PREHEAT, WELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERA CONSUMABLE CONTROLS, INTERPA55 GLEANING, VISUAL INSPECTION, NOT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED, CONFORMITY TO PLANS AND SPECIFICATIONS, GLEANING, VISUAL INSPECTION, NOT, REPAIRS INSPECTION, POST WELD HEAT TREATMENT, DOCUMENTATION. NDT 15 REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP d FIELD. VISUAL INSPECTION 15 REQUIRED FOR ALL OTHER FIELD WELDS. MECHANICAL. COUPLER...TALL PER REPORT NOTED ON PLANS/DETAILS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORiN& AND BRAC•INB OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHA.ES PRIOR TO INSTALLATION. A ,� PMITIIL i.erAnox BUILDING KEY PLAN Q N.T.S. 0 z z w O W � � mamma