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Home My WebLink AboutPermit B96-0080 - STEWART WALKER COMPANY - PARTITION WALLS AND SUSPENDED CEILINGCity of Tukwila � (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0080 Type: B -BLDG Category: ACOM Address: 6545 S GLACIER ST Location: Parcel #: 788890 -0110 Zoning: CM Type Const: III -N Gas /Elec: Wetlands: Water: HIGHLINE Contractor License No.: Status: ISSUED Issued: 04/19/1996 Expires: 10/16/1996 Type of Occupancy: WAREHOUSE Scopes: N Sewer: SEPTIC TENANT STEWART WALKER CO. 6545 S GLACIER ST, TUKWILA, WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE 5, KENT WA 98032 CONTACT WILLIAM MCMILLEN Phone: 206 251 -5470 6545 5 GLACIER PLACE, TUKWILA, WA 98188 ****** k****** k k'k* ******* k*********************4,************************** Permit Description: CONSTRUCT PARTITION WALLS AND SUSPENDED CEILING. SETBACKS Units: 001 Front: .0 Back: Buildings: 001 Left: .0 Right: Fire Protection: SPRINKLERED UBC Edition 1994 Valuation: 2,000.00 Total Permit Fee: 169.46 ****** kk*********************************** **** *k * *k* * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Si g nature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work: will be complied with, whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. S ignature: L.44 Date: Print Name : _1)JJL ..i,4_,A0;11:111i.lSIN 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. DEPARTMENT..., „ . 1Na ,.- .. APPR ;. REQUIREMENTS;/ COMMENTS . . .. . rEt Plan Review Meeting q i .' ' 7 1c)f - 1X1(0 3RD NOTIFICATION INIT( (3 4 BUILDING - initial review `� � .,ONSULTANT: ROUTED Date Sent - Date Approved - .4 FIRE dx.,A , � ` � / ' {`' ` IREPROTECTION: (�C,Sprinklers 0 Detectors pwA ` IREDEPT.LETTERDATED: G/- /`)- ( INSPECTOR: c�. ,_ 4 ,, INIT i. 'U 0 PLANNING , JA /l L1 A l ZONING: OAR /LANDUSECONDITIONS? QYes 0 N 1EFERENCE FILE NOS.: INIT: JvmIN IMUMSETBACKS: N- S- E- W- Q PUBLIC WORKS N° \ \,, UTILITYPERMITSREQUIRED? QYes 04) 4'UBLICWORKSLETTERDATED: INIT: .BUILDING - final review (g / TYPEOFCONSTT � \ P(9 CEPT.OFC.CCUPANCY? QYes JNo UBC EDITION (year): ( ! i et 4/ IN T: c.., BUILDING OFFICIAL V / 8P -1(o IN T. { AMOUNT OWING: CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 59(D-- X60 CITY OF TUKWILA . Department of Comm'iriity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME v,)o vk WoA QT Cs:). SITE ADDRESS Lo LM 1 C Ia io. St SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N/A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED 02/15/96 u William McMillen Plant Supervisor STEWART/WALKER COMPANY 6545 South Glacier Place, Tukwila, Washington 98188 206 / 251.5470 FAX: 206 / 251.9173 Cell: 206 / 660.1965 SITE ADDRESS SUITE # s . ;ewe ; 6 JL eZ • VALUE OF CONSTRUCTION - $ ' 2 e ASSESSOR ACCOUNT# (commercial) U Demolition (building) [) Other PROJECT NAME/TENANT S iak.`oiLT t ()<4!/ a t C(_:3 . TYPE OF 0 New Buil ing (6) Addition Tenant Improvemen WORK: 0 Rack Storage 0 Reroof Remodel (residential) DESCRIBE WORK TO BE DONE: r .70 x_ Wo ifs L? ► 0 A,- (no c0 f 5::5 )rU c.ruirP<, ' BUILDING USE (office, warehouse, etc.) (S ;, E / siCAL66 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? Q No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: , 'PHONE Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? N No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER - rhi , j 0 , 1 . _ s • _ M ula , ,� �, 'PHONE A • p ) /7;4— 4'cd% ZIP C/CYU .Z ADDRESS "d X , Q Wit gE03z -� CONTRACTOR , 'PHONE r ZIP ADDRESS WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP I HEREBY CERTIFY BE TRUE AND CORRECT THAT t HAVE READ AND EXAMINED THIS APPLICATION AND AN. 1 A AUTHO:IZ D TO APPLY FOR THIS PERMIT. SIGN • w.. i , r � �1 KNOW THE SAME TO DAT 0 BUILDING OWNER OR AUTHORIZED AGENT PRI , 1 . 17 C - MPOZ/ ITV IP PHONE 1 --S7e8 4./ A �.,,�2 ` ` f Q4 �� C� f'ix!`t`r /� S. R C/' "GTE 04- a41/4��, „pi r Ai ,. ' t - ,. CONTACT PERSON CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Bou e�vard J Tukwila WA 98188 (206) 431 -3670 () (, ` J ' 'PLAN CHECK NUMBER APPLICATION MUST BE FIL I, ED OUT COMPLETELY 0 G I k.0 BUILDIN PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE TOTAL - AMOUNT l {QG• q 1v RCPT # DATE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the cwner, 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES q 10121103 ;OMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Compiotod building permit application (one for each structure) Assessor Account Number Two sets (2) of the following: Specifications 7 •Structural calculations stamped by a Washington State licensed engineer. ! Soils report stamped by a Washington State licensed engineer Topographical survey 7 Energy calculations stamped bya'Washington State licensed engineer or architect Legal description .1 Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings. • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one for entire project) i Six (6) sets of civil drawings NOTE See utility permit application and checklist for specific utility submittal requirements..: RACK STORAGE I Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles ri Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. 7 Structural calculations stamped by a Washington State licensed engineer (rack storage 8'. and over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS I I Completed building permit application (one for each structure) F Legal description. Assessor Account Number a SUBS AITTAL CHECKLIST Two sots (2) of working drawings, which include: • Qiln ratan (/1•. an •4� IOCc : i d:.. ' 1CG.. l - rl .. • Foundation plan include access to buildin4, showing • Floor plan width and length el access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural traming plans Washington State Energy Code data ri Completed utility permit application j i Six (6) sots of site plans showing utilities NOTE: Building site plan and utility site plan may bo combined. See utility permit application and checklist for specific submittal requirements.. Additional topographical and soils information may bo required if unique site conditions. COMMERCIAL TENANT. IMPROVEMENTS 71 Completed building permit application (one for each structure or E Assessor Account Number. Two (2) sets of construction plans, which include: Site plan • Location of tenant space: • Existing and proposed parking . • Landscape plan (if applicable, i.e., change of use) . Overall building. plan • Tenant location We of adjacent (common wall) tenant Overall dimensions of building or square footage I iiour plan of proposed tenant space • Cross sections showing wall construction and method of attachment for floor and ceiling. []: Structural calculations stamped by a Washington State licensed engineer may be required if :structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF n Completed building permit application (one for each structure Assessor. Account Number Narrative describing existing roof, material being removed, and materiai being installed. NOTE: A certification letter is required prior to final inspection and sign- . off of the permit. tenant) • Tenant space plan with use of each room labelled. • Exit doors, egress patterns: • New walls, existing wall, and walls to be demolished: Construction details ANTENNA/SATELLITE DISHES it 11 RESIDENTIAL REMODELS Completed building permit application n Assessor Account Number Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish): Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required . Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, which include: • Site plan • Foundation plan • Floor plan • Hoot. plan • Building elevations (all views) • Building cross-section • Structural framing plans: NOTE: If any utility work is to be done provide utility permit application and plans must be submitted 11 REROOFS Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being irstalled. NOTE: A certification letter is required prior to final inspection and sign - off of the permit. { 11 Address: 6545 S GLACIER ST S u i t e: Tenant: STEWART WALKER CO. :Type: 6--BLDG Parcel #: 788890-0110 CITY OF TUKWILA Permit No: B96-6080 tatus: ISSUED Applied: 03/6'1996 Issued: 04/19/1996 4 w4 **4 4****4104***4 *********44 4 4*4 44 *4 44. 4 4W4.*4 4. .4 4 * -44 44c 44 *4. 440, Permit Conditions: 1 No changes will be made to the plans unless approved by the Architect or Engineer and the IMkwTlaBuilding Division. 2. Electrical Permits shalioPtaAiieCtfirough the Washington State Division 01 ...4.400':and Industrie's 'and;all electrical work will be inZW.ted byAhat agehey (248-60(TL 3. All permits,,J60ection':r6cois, and approved . Plans shall oe available a::,the fob 0Wrirjortothe start:of any:con- structiohThese AO'cuments are y...o be maintained andavail- able untWfi.nai lAspectionapproval:isgranted.. 4. All mechaAic01 Work shall beHunder separate permit :issued by the CT:t.V/of $. Any eXposed ba Material shall have,a,Flame Spread:R#1 of 25 orlets:, and Material shallbear identi ficalon7showihg the..4 Orformance rating thereof. 6. All?•: to be done:;in conformance with approved planS and eaei rementS UniformBuilding Code (1994 EditioniThs aMended, IlechaniOal Code (1994 anifyashington State Energy Code:t1994,Edition). ?. Ati'y c011mj and light'fixture installation reqUire4)::o meet. 1 atera0,1racing:requireMents for Seismic Zone ' 8. Partit'forr:walls attaChed toceiling-grid be laterally . , braced .if over efiiht.(8) feet in length 9. Vat:Vciity Permit. The issuance of a permit or approval of: speOfications, and comOmtatiOns shalt- not•be c00 strUed to he ajiermit for or an approval of, any viOlatiOn.: of any:.of the provisions of the:building code or of any other;:oi of the Orisdiction. No permit presuming•to give amthority to violate or cancel the provisions this code shall bevalid. • IC. VENTILATION IS REQUIRED - FOR ALL NEW ROOMS AND SPACES OF NEW OP EXISTING:BUILDINGS IN CONFORMANCE WI1H lHE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION' AND INDOOR AIR QUALITY CODE, CHAPTER 51A WAC. i GENERA 124.50 GENERA 40.46 f CITV OF' UKWI14 WA � I RHNSM1T GENERA 4.50 : k:* A-lei rk* k* l) %k *1 *kA *A�k X' k � 4k* **k *41' + 4. -• *:4 ,t TOTAL 169.46 :4-k•k ** *44* * * *A * *A-4A•k *4.**** kk,•*• k4*• A***4*: 6 . *A*4•1•.*:k *• +• /r *-k:4•k *k'4*4 *:k ** 1RHNSMIT Number: 96003870 Amount: 169.46 02/26/96 10:00 CHECt( 169.46 Payment Method: CHECK Notation: S WALKER I LO CHA4 0 :0 .._ w _. _ .... - _. _. _. _. - _. - _. _ . _ _.... _ ... _... _. - .. _. _. _. _ _...... _. _.... _. -- _ _ ... _ _.... _. "�� "a 403 asAO 0 a 16:01 1 ._ Permit No: B96 -0080 Type: B -BLI }G BUILDDING PERMIT Parcel No: 708390••0110 Site Address: 6545 ;i GLACIER ST Total Fens: 169.46 This Payment 169.46 Total ALL Pmts: 169.46 13z +lanr.e: .00 k*A-4.4 A 4* A* k•$*4* 4*{•* 4*. A**►• IA* lc 4* A*** A.A ll- k :1•k4 * **A* *A ***a•* *, *•A*4k*k ** (account Code Description 000 /322.100 BUILDING - NONRES 000/345.830 PLAN CHECK •- NONRES 000/386.904 STATE BUILD] :NG SURCHARGE Amount 124.50 40.46 4.50 %j` ` m _ `� t � � ks � co G. , C ype of inspe onF IJ�) l igtvt 5 e YW"'+ 1 A -� 'sue sr pate called: 2.._ - 1 1 ,.Special instructions: `•^ _ ....., =',' ,_ __...�� MVO 2 '21 r 91 am . .m. . Requester: D Phone No.:. , — 5r J 0 4_r r_L._c__ —_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: 1-)CA CO %Ult. LT )s ("k. I INSPECTION RECORD R etain a copy with permit x` f,J MO DO8o ' PERMIT NO. ,, 7 Date: / 2:1 ( 47 (206) X31 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec • e t / _ li ` / / (�f Type of inspection�& Date called: Addre Special instructions: Date wanted: �j,� 2,--7 2 P.m. Requester: Phone No.: ....�.. aM'IiN1 st, A 1ei *V+ OM'T4n mP TkaOi+ KRi 77-4- --• INSPECTION. RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Date: Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: PERMIT NO. (206) 431 -3670 .i s $42. INSPECTION r EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: v GtJ PcaS — 7)ege/ / 4A.Sr4-7 /_:4 e.,_f., 1 / --4(<1_______ ‹ zu - 36( 4 Special instructions: C.-e(473 6fr''.W Date wanted: 2_---26?",.. p.m. 1.1 -6Z- a/ki Le.<2 r‘i lei/ / /-, 4 k „,,,-,..xx, , cse .,(s,..; c___ c.../)-e4 _ 1 , Projecty Type of inspection 4 4, / Arizi / _ Addre XIV So 64 5 4-,a,.. Date called: Special instructions: C.-e(473 6fr''.W Date wanted: 2_---26?",.. p.m. Requester: Phone No.: -2-8 INSPECTION NO. Approved per applicable codes. rp INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • . ;b.i tAkat . 3.94 , }4 „. • Projects / _ ^ � G 1 L � ► / 4I `4\ Type of inspection Address: Date called: Special instructions: Date wanted: 2-2o- p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. CO MENTS: Inspector: J INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. - .L` /!` Date: $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: „. ye o npcin J -- 6 drs SY 5 6. it. cle: Dt atd 3 - ,.. Seil isrcin: 4 II 0 CI euse: i - cz , Aof, M e hn o: Approved per applicable codes. I Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit Project: lv- /3Z-oogo PERMIT NO. 6) 4a1-3670 Corrections required prior to approval. --)) /1 a/A-7 d-01.._ C " 4- / ?, r/)-,f Date/ $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • !", ra;li • . - t . . ...A • A • : A COMMENTS: / 1 4 A . ' ( - 7 i `cam h p ( .. . , : - < - ?�/Jn"? �' -/>r7 S / �- 7 , 4-• r''.: !� � `7 U ( / (( ( �' 4- 4 ( 0 . , / ' . e - - - r 2 /. <7 ,1ti g e.--'( 7 �0 44 Rte �] Special Instructions: el l M �/ r / ✓1 / ' Ot c ,„/--- ��l_ Requester: �4//-1/�Z A4 a 1 t .-A...4, ,..../ ,..../ .01?-0° f1 !-'f /.I.- r, .0 J- 7 j d , 'b� / c r./ l' !n P.F,,,%( /- r, 2 i J 4 k '� -, ,- Ca S G�.... (� t/ 1t / SGT �� >��z z-e-uQ �.e,� Project: , Type of Inspection: Address: GS y S- �« P Date Called: Special Instructions: Date Wanted: Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable Codes. Inspector: INSPECTION RECORD Retain a copy with perml zigh (206) 431 -3670 ❑ Corrections required prior to approval. Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Roc* No.: Dale: 1 Authorized Signature FINALAPP.FRM City of f Tukwila Fire Department Project Name . Q.,:\ca Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Icy TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Are Chief (71(f 5 ( \b Permit No. c l(o " wc Address (05 2 . C",* C_ \e.0 S* Suite # T.F.D. Form F.P. 85 1'4 3 lc* Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -44139 • , 7 frtFPtL_ .-empts..p>rsnm,:it4■;:rx,51:nzviaravAjt:Mt'as tOtIcr;i1UUIM3ZR'• mr.nwIt4r. erstancl that the Plan Check approvals =•,71. to on-jisstons and approval ci c_l,.)e:.; not aut.hc17.ize ihe, violation of any (-:,.,-do-IrJnse. Receipt of con tOf's copy el: approved plans acknowledged. SSPARATE: PERNIIT RZQUIR0.0 FOR: MEGI-IANIC LE.:C5R 71_ o GAS' PIPiNG dr TUKWILA 5UILDitaG DIVISION 5oc_r1H CE asere- 1:1■IPtiSta.to,1 . 9K SC GLac:/ze., PL Pro - \re uv-11 (c4,4i 13, oi 1 Z. -A elk Vtegr k slADI> Ylov WAREHOUSE I t un • CS . -rRA t4 scoAM StEuiatCr /&)o C 65 a PL c\c IS O .■9`1‘;'.G tukutYlka Loa Am. f • RECEIVED CITY OF TUKWILA i';AR 2 6 1SSt3 PERMIT CENTER So We &Jar)) r. ' • , ; : . •//: S ' ...' .,,:,e., ,, i ....„),:F: , \...,..?•, ' 1 • C '' ''',:■`..4' • ''' \ - •,.‘‘ .. ' ‘ \ ‘cs ,- ; - t ..\ \ '• ,.. '1 •,• ' ..,,. 'Y':'''■' #.,•.Y.; lift. 4:1 , „.•• ,., ,), ',. 1.." ,J'f •• , / f ' ' '. 41' . J.— i elii''.II''..' ,,,..■;':.Q\:.s. s \ \ • •. ) . 1 \ \ \ .' * * 1' f , ' ' ' :";,‘: :v A ' , „ ' N , ; Ill ' ti? O , ,• •,•,; i. 1., 'S-' r :" \V'N'..,' • # .. '''' , ..N.' .'‘' ;A ' • '.s V ; ,:s, 4 ; , .•..: . , /0:' .:e. 1,14 ,. • ,' 4. \ /,,,,, r , ,,, ,- - ,0 ,9' f.?.. l ' ' ' c. c e ; ,q. . '4 ?.);," . . A .›.., , 1 Ys• V s .. ,, - .4 I %. sv. to. -\\{ c P N? v _ • t ts.■ ils b., s.t ., +..,. 7,1"ik, i. . A, 4'\ . 1 ' ;' f y ., ;I' c ;',••,1 ,..}.. ,0S,V,,, 1 : * ;" ; ,:f if . fr ,s 1 14 1. -. 4 '', 4 ' ifi ''';''' ‘' ' 0/ ti .,- l '•;.:', N ,,, 7/' ' •;14 .:0 1 • j N Vl 1 '' 's1 ;. */ '47'‘." il • r 4141.,,,‘' :- $4'‘'';' l i ;•. :,',,e, ,,.‘,„1, • se cENE . 9,„ LA :1 I o ffs? OF 11-11v ,.. ■ I . ' ,410 pe.RwitT CENTER , 1 So We &Jar)) r. ' • , ; 12 GA. BANG!R'WIRE TYPICAL 4'- " O.C. MAIN RUNNER 4'- 0 ".0.0 . C M C NO. ' ' c � a G'• OD • fit° -�C 12 GA. HANGER WIRE TERMINA ENDS OF ALL COMPONENTS 1. THE UNATTACHED PERIMETER SHALL HAVE A MINIMUM OF 1/2" CLEARANCE AT ENDS OF COMPONENTS. 2. CONTINUOUS SPACER BAR TO BE TACKED TO COMPONENTS ON THE UNATTACHED WALL, WALL ANGLE 1/8" I'OY X1VETS ON TWO ADJACENT WALLS. CROSS 'rEE. 2' -O' . 0 . C . CMG \NO: • ' SPACER BAR NOTE 2. 1 J'ZN RUNNER OR CROSS TES ACOUSTICAL BOARD 111 Chicago Metallic Cosrpo,ation 5501 Dow Road Cos Mg eles . CA 90053 CE ep, 121315824100 o r( OF .�U KWUA FaCSlmile r 12131 3772 Wars i' 8CQ-726.86C0 .. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME CITIES AND ALSO M»Y NOT DE ENFORCED IN SOME SEISMIC ZONES. 5. BRACI•DIC WIRES TO BE ATTACIEED AT A MAXIMUM OF 45° TO THE PLANE OF THE 1 5 t99s DR. BY DWM 8" MAXIMUM 1/2 WALL ANGLE j TWO OPPOSITE ADJACENT WALLS, PROVIDE 1/2" SPACE. ( NO POP RIVETS ) 12 CA. BRACE W /RES NOTE 5. A. PERIMETER TERMINAL COMPONENT ENDS MUST BE SUPPORTED BY A 12 GA. WIRE ON ALL W21LLE . VERTICAL POST PF.R ?IBC_ 47 :19 1985. NOTE 4. CEILING AND •PARALLEL TO COMPONENTS INTERSECTING AT THE' BRACE LOCATION. . BRACE WIRES TO BE TAUT AND TIED BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS4 SEISMIC BRACING & PERIMETER .DETAILS YxW ECT DATE JAN. 10,1989 22L'V'ISION SEC, 07 DRWG•. 07.91 pEwoT CENTER TO . FROM PDT PHONE NO.' 4313665 1111111.1 I MIL ml I 11 ACOUSTICAL DESIGN, INC. 6:125 S 194111 ST • KENT WA 9GD32•2104 • (206) 5750915 • fAX (206) 39.4332 • ACOUSD * 358MH FAX TRANSMITTAL SHEET DATE: A2/36ic76 TIME: /9 •'�/6 THE FOLLOWING PAGES ARE FOR: COMPANY : ; 1,c_t:J T ATTENTION : i 1 , s arr t .-� FROM: 1 a •, Cr y s - - ► NUMBER OF PACES BEING TRANSMITTED INCLUDING COVER SHEET: L) " I1 YOU DO NOT RECEIVE ALL PACES, PLEASE CALL LOCAL (206) 5')b --0915 OR LONG DIST. 1 -000 -777 -9583 AS SOON AS POSSIBLE. EEO /WBE /Mi3L EMPLOYER DEC.30.1996 10:46PM P 1 PFLINE NO. : 206 '75 0915 CITY . UF T • • (ON TO FROM : gin MARR- SHAFFER & ASSOCIATES , Consuitla g Structural Engineers JOB NAME: CLIENT: ADDRESS: CONTACT: DESIGN CRITERIA: 1) CODE: 2) GRID: 3) ZONE: 4) OCC.: S) WIRE: 6) PART ?: Stewart Walker Co. Tukwila, Washington PHONE NOt 4313665 Typical Ceiling Sejmic Bracing Building Specialties PHONE NUMBER: ' 206 926 3881 4400A industry Dr. E. FAX NUMBER: 21;6 926 3981 Fife, Washington 98424 Kirk Reisinger 1994 UBC' Standard 25 -2 (Volume 3 011994 UBC) Chicago Metallic 200 System 3 (z O.3) 1 =1.00 12ga Ceiling DOES NOT Brace Partitions. All intorior: partitions are braced independent of ceiling, by others. DEC. 30. 1996 10:46RM P 2 PHONE NO. : 206 575 0915 Page: 1 Date: , December 12, 1996 I, 304P. -...zje $nlav Wite•Sunwi p. Maximum area to be supported by each 4 -way wire splay group is 144 square feet with the first splay wire group with in six (6) foot of the perimeter of the ceiling and spaced at twelve (12) feet by twelve (12) feet on center. The following calculations are to determine, the maximum ceiling area which can be laterally supported by one, four - v. ,:e splay bract when Donn DX - 24, DX - 26t DXF - 29 or Chicago Metallic 200 System ceiling grids are uaod. • The following conditions arc considered. 1) Ceilings in seismic zones 2B, 3 & 4 2) Occupancy importance factors of 1.0 and 1.5 3) 551asi splay wires, 12 gage. 4) Ceiling weight with or without loads from partitions. Maximum partition height of 9' .O" and u mini :wm partition spacing of 12' -0" on center. There are four wires per bracing group. The wires make an angle to the horizontal plane of no more than 45 °. An L :rthquake can come from any direction, therefore, the total force delivered to any wire group must be taken by one wire. Wclehts; Ceilings = 4.0 psf Partitions = 0,5x9,0 R x (2 x 2.8 pst + 0.7 ps1u) = 2.3 psf 12.0 B 1.33 Collings bracing partitions v 4,0 + 2.3 a 6,3 psf - NOTEa ;1) 5/8 - inch gypsum wall board each side of wall. ;2) 20 gage x 3 - 518 inch steel studs at 16 inches on center. 'Grid Type Tat Values Control , Test ' Valueu Splay Wire & Connection 1 Design Value , S P la Y "'' Main Toe Cross Tee Wire Type Tension Comp. Tension Comp. DONN DXF-29 12 ga; 246# 2500 3360 250# 2460 274# 2464 ,DONN DX -24 gh... 3200 4780 3510 3260 3200 274# 274# DONN DX-26 . ,12 12 ga... , ' .3340 8881 . 3510 .. 3260 _ 3260 2740 274# .. « !,, 1 • . V 271 4 4 ,. N — 27' 740 _2210.. _ TO FROM ADI MARR- SHAFFER & ASSOCIATES Consulting Structural Engineers Allowable Forcgon 12 gate wire: Fy - 55.0 ksi Ft - 0.6(55.0) = 33.0 ksi Awire= 3.14(0.106) / 4 0.00882 in Allowable diagonal force to wire = 0.00882(33,000)(1.33) = 3870 Allowable horizontal force to wire = 0.707(387) = 2740 (placed at max. angle of 45 1Note; The connection of Me 12 rte solar wirsa to the ahuctare abovve.ard to the cease raid below rust be able to withstand a 11a:zonal tension force of 38710045* and met conform t the 1194 Uds' Stmtdird 25-2 [Volc►nie 3 of 1994 (IBC]. 11 IIowable Force os Co llies: Roseers . . ■QTES: 1. Since ono -half of runners arc in tension and one-half are in compression, multiply Test Value by 2.0 2. Factor of Safety = 2.0 (i.c., Divide by 20) 3. Smaller value of "Control Test Value" and "Splay.Wire & Connection" values. Summary Since the values for. DX -24 and DX-26 are greater than the 12 gage wire, the allowable toad ft c. 12 ga. wire governs. However, for DONN DXF-29 and C.M. 200 System, the test value controls. Lateral Force Determination; Fp - ZICpWp; Let Fp = Design Value above Z - 04 (Zone 4), 0.3 (Zone 3), or 0.2 (Zone 28); Wp = A x (W + W p , nik ,,) .1.0or.1.25; . Cpo0.75 A,au = • Fp Wa ins = 4.0 psf Z1Cp(Ww, + Wes) Wpww = 2.3 psf ideal Allowable Area bterminktion: mple: Chicago Metallic 200 System, 12 gage wire, Zone 3,1 -1.0, Ceiling DOES NOT brace partitions Amax a 2700 0.3(1.00)(0.75)(4.0 psi) .t.. ;... ..., .i .ZH...- i ......:,t•!t".`ri r:1'J 4ff�:.. J:. PHONE NO? 4313665 DEC. 30. 1996 10:47AM P 3 PHONE NO. : 206 575 0915 Page: 2 Date: December 12, 1996 is 300 11 • — Use 1211. x 12dt. spacing (Area =144 11 ) TO FROM : RD PHONE NO 4313665 MARK SHAFFER & ASSOCIATES Consulting Structural Bnglncors 1994 UBC Stanjard 25-2 (Voluttte.3 of 1994'UBC) 7 -- MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4-WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed on pages 1 and 2, is underlined in the appropriate table below. SPLAY WIRE GROUPS NOT BRACING PARTITIONS: SPLAY WIRE GROUPS BRACING" fl. HIGH PARTITIONS 12' -0" o.c.: NOTE: This table is not valid for partitions over 9 ft high or those spaced closer than 12.0" o.c. DEC. 30. 1996 10: 47AM P 4 P14.1NE NO. : 206 575 0915 Page: 3 Date: December 12, 1996 Ceiling Type DONN DX -24 Chicago Metallic ZONE I DONN DXF -29 w/ 12 GA. DONN DX -26 w/ 12 GA. 200 System ( 200 main tee. 4 ZONE 1 SPLAY WIRES SPLAY WIRES 214 cross tee ) 4 1.00 205 I1 228 A 225 ft 4 1.50 137 11 15211 150 0 ` . L • 27311 304 ft 127 11 •. 3 1.50 183 ft 203 ft 200 ft 213 1.00 410 L . 457 (t ' 450 11 211 1.50 273 ft 304 ft 300 Rl 11 TO FROM : RD PHONE NO 4313665 MARK SHAFFER & ASSOCIATES Consulting Structural Bnglncors 1994 UBC Stanjard 25-2 (Voluttte.3 of 1994'UBC) 7 -- MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4-WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed on pages 1 and 2, is underlined in the appropriate table below. SPLAY WIRE GROUPS NOT BRACING PARTITIONS: SPLAY WIRE GROUPS BRACING" fl. HIGH PARTITIONS 12' -0" o.c.: NOTE: This table is not valid for partitions over 9 ft high or those spaced closer than 12.0" o.c. DEC. 30. 1996 10: 47AM P 4 P14.1NE NO. : 206 575 0915 Page: 3 Date: December 12, 1996 Ceiling 'Type i a DONN DX -24 Chicago Metallic ZONE I DONN DXF -29 w/ 12 GA. SPLAY WIRES DONN DX -26 w/ 12 GA. , SPLAY WIRES 1250 System ( 270 main tee, 1254 cross (cc) 4 1.00 13011 145 A 143 fe 4 1.50 87 11 97 ft 95 ft 1.00 174 ft 193 ft= 190 le 3 1.50 11611 129 ft 127 11 1.00 260(1 290 fe 286 11 213 _ 1.50 _ 173 11 _ 193 (1 _ 191 11 TO FROM : RD PHONE NO 4313665 MARK SHAFFER & ASSOCIATES Consulting Structural Bnglncors 1994 UBC Stanjard 25-2 (Voluttte.3 of 1994'UBC) 7 -- MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4-WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed on pages 1 and 2, is underlined in the appropriate table below. SPLAY WIRE GROUPS NOT BRACING PARTITIONS: SPLAY WIRE GROUPS BRACING" fl. HIGH PARTITIONS 12' -0" o.c.: NOTE: This table is not valid for partitions over 9 ft high or those spaced closer than 12.0" o.c. DEC. 30. 1996 10: 47AM P 4 P14.1NE NO. : 206 575 0915 Page: 3 Date: December 12, 1996 ' ' g,g.rvfr,kfoktl MARR-SHAFFER & ASSOCIATES ConsulUng Stnictural lagIneers Compression post calculation Since the maximum slenderness ratio (lair) is 200, the resulting Euler buckling stress, divided by a safety factor of 23/12 is: Fe -112(3.14 /123(200 4970 psi. The following calCdations arc based on a typical suspended ceiling grid, the maximum vertical force is 274 max. (see p.2): Use 1x.0 EMT for a maximum length 4'4" Use 3/40 EMT for a maximum length 5'-2" Use 1"0 EMT for a ma zioium Icagth 6'4" Use 1-5/8"x2Ogs. stud (MSMA 1581C20 or equal) for a maximum length 7'-11" . . Use double 1-5/8"1.20ga. studs (MSMA 1551C20 or equal) for a mamma length 11 (see detail below) Use double 2412"x28ga. studs (MSMA 2301C20 or equal) for a mailman' length 16 (see detail below) . Use double 3-i12"120xn. studs (MSMA 3501C20 or equal) for a maximum length 22'-9" (me detail below) * 6 SOST screws 40 18" o.c. attg11294hatial ST60 SL 90E : ON 9N0Hd S d WUEIP : OT 966T '02 'DM Page: 4 ki0.088 in p10.238 in faa•274. / 0.088 in; 3114 psi. A-0.134 1n r.311 in 11127410 / 0.134 in 2045 psi. A-0.198 in rem0.392 in 61.2745 / 0.198 In 1384 I. As-0.159 in tr4).475 in fra2741 / 0.159 in 1723 psi. Ae0.159 in nis0.670 in fau / 0.159 in 1723 psi. A-0.189 in rxes1.005 in h■2741 / 0.189 In 1450 psi. A-0.224 in rxwk1,366 in fa-2140 / 0.224 in 1223 psi. S992TEt : ON 3N0Hd Date: Decertiber 12, 1996 Lmaxr-i200(0.238)47.6" Lips xr=200(0.311) Lmax. Lmaxaa200(0.475)1895.0" Lutox..200(0,670)1434.0" Lminc200(1.005).201.0" Linavi200(1.366)273.2" Mt( : WONd : al. •ro ' FROM AD1 ACOUSTICAL DESIGN, INC. 6525 S 194TH ST KL•NT WA 90032 -2104 • (200) 515.0915 • FAX (206) 395.4332 • ACOUS1)4r 358MH DATE: /,q /yam THE FOLLOWING PAGES ARE FOIL: COMPANY: (', ATTENTION: FROM: NUMBER OF PAGES BEING TRANSMITTED INCLUDING COVER SHEET: V IP YOU DO NOT RECEIVE ALL PACES, PLEASE CALL LOCAL (206) 575 -0)15 OR LONG DIST. 1- 000 -777 -95113 AS SOON AS POSSIBLE. ,�/ � i � 7�h ( .CJ r. lar'1C �i..,��C..1 �� '`j S„/r' / � r • ; t ,. "Me Ziro4 /1r /1/.// c2 1 r,47 /tti U ! ,4e e EEO /WIC /MBE EMPLOYER PHONE NO. ,' 1313665 .l.rarSQ FAX TRANSMITTAL SHEET TIME: /0 /0 (fir /r.1 'AN. 9.1997 10:05RM P 1. PHOhc NO. : 206 575 091.5 °dl TO . FROM : AOI 01/09/07 FRI 14:30 FAX 208 eta 0224 Paget ear: s Client DiuVan PHONE NO. 4313665 JAN. 9.1997 10: 05RM P 2 PHONE NO. : 206.575 0915 Psg. 2/3 'Job 278 Oct -25 Fri 07;23 te�e PITTSBURGH TCSI ING mL b� P(ArVrtT ~� *1 was9LII RD. peLua, TAMS 1s1>w .• • .•1011. r•1111•1100 le 1. ••• •••••..,1.••••• . r•I...•► . ••• rM•.1q•11 IS •.. USW. 110111040•10M_10111040•10M_1 M11•• NO Swint r ♦11�.b.r. /1.N1I11 4. i ...1I..1••1 1 M 1 if 1•..M1. .. • aY •• M • •••..t7• .I.r ir rr..1r •.1. 011•••91/11 .N 1. 1.r•.r1.I ..,nf. 1r./s•... eeeLll Mu b,-1 =111 1.A.M41ORT eli, R araR T comers 0.. ,* Test Nee Screw Type Slag Number Total Tips 'allure 109.4i11-. ▪ . - * 1 730.4 " 3 730 -0 ti• 4• 11 4 a• , 0 710.4 �' 12 " Double W Broke Mire Awoke Vi re Drake Mire drat. Mire Pulled straw wt of Wed y.Y • 1 710 -S f 12 4 110 bat Wire 2 7104 yrI5r 12 0 721 irate' Vi re 3 7313•t WA' 12 4 lib Broke sire 4 750.6 Wee 12 4 Giake mire •• 1 760.6 led' Double ilia Pulled Screw out of 'h 'tood fr Rumsrhs: • - Indicate;: s number 12 wire whit* WAS MA soft wire ws s wad for test but the results 1s net tale Welts do t0 wire breaking et the Wag et bending when put tbroush the eye of is screw. indi 4sled rerkln bsrdsnine moused failure. The Wanes of the tests Mal MOW 1 0 Wire a soft: wire wu used so in our opinion satiifictory raaulti siting this wine. 110 7a0 +s - indieatsn a double wire was used to p erten+ the test,,4he reason for using this method was to determine the toad to pull the Ise screw out of tha wed. The single wire test failed in the wire; bet She double wire test r6selts provided results to pull the tai stun. out or the weed. Rat ctfullY suloltted P1T TESTING U43kNATORY ijd. pia. /.w D. A. RAorrs. r.1..M6eepr 0411aa District • .• J TO ' FROM : AIS I PHONE NO. 4313665 01/08:87 WED 10:42 FAX 206 626 0224 JAN 09 '97 12 :0SPM INTERFINISH & METAL SPCL.TY PRDTS JAN. 9.1997 10:06AM P 3 PHONE NO. : 206 575 0915 ' ZNTEBIKCTION AND HANGER WIRE TESTED VALUKS . FOR VARIOUS CHICAGO METALLIC CEILING lVSPENdlON COMPONENTS i CMC RANGER WIRE MAIN RUNNER PRODUCT PULL OUT TEST DITEASECTION NVMIZPJ 13 Ss WaZ TIZ41MON TEST ... 0_1144 ' CT :ha =AM 200/204 494.8 176.7 368.7 200/1204 494.8 487.7 361.7 200/1210 494.8. 359.3 368,7 200/1214 494.8 417.7 368.7 200/1228 494.8 324.0 368.7 211/209 412.3 75.4 269.8 211/214 413.3 133.1 269.8 211/221 412.3 61.3 260.8 211/1210 412.3 339.3 269.8 211/1214 412.3 487.7 208 211/1221 412.3 324.0 260'. 221/227 309.8 76.6 99.7 500/504 369.1 66.0 452.4 511 /514 333.8 12.5 36d,7 730/734 491.3 463.4A 4p4.4 830/834 326.3 219.1A 282.7 1500/1814 439.4 279.2 326.3 1600/1634 243.9 1800/1504 433.3 235.6 435.8 1111/1814 412.3 213.2 3()1.3 3500/3514 474.8 192.4 235.6 3600/3614 474.E 192.4 105.6 3700/3714 491.3 271.0 ' S2t1.3 3800/3514 479,5 223.8 2110.6 4000/4014 533.7 220.3 302.8 1' MINIMUM VALUE RECORDED FROM THE FOLLOWING TEST CONDITIONS 1) Perpendicular to ceiling plane 2) 45 degrees to ceiling plane, parallel to component • 3) 45 degrees to ceiling piano, perpendicular to component 4 1* MINIMUM VALUE RECORDED 01 5 REQUIRED TESTED CONIaiTIONS 1) Straight 2) 5 degrees up 3) 5 dogmas down 4) 5 degrees fight 5) 5 dejteea left A COMPONENTS USED WITH 413 INTERSECTION CLIP. ® 002 P.2 /2 TO FROM, ADI 01/03/97 FRI 14429 FAX 208 826 0224 PHONE NO. c., 4313665 Pigs 3/3 Job 278 Oct•25 Fri 07 :23 C,, 1 iivli LAb1UMA FURY X11 Mtaaim6RO. a *1, Ms •. awe, „Yt IIM tY t�Is 1 *I IA. PW UI .�. •Y.IN�e. s �. •.. .v."1 t . . r..N y�.i �M jY�I..rn .�I��1 'mom flaall Sda Ms so Sot. mums Nw OA+6=U , I.asoNAt.*r w.. WIWI% Ne, is 1 .J 1.1 .' IW fl Doscriptloni .eai,'f•atIng iuspandodCeiling. Leg Screws 5uwnitted Dy: GAICO 6poclalty Mfg. Co. Duncanville, Texas Reported tol GAICO s seeciaty Mfg. Ca. P. 0. Drewer 340 buncsnvillo. Teals 71412 Following are the results of tests made an suspsnd.d eefling lag screws' subelttad to this laboratory by MICO $pocielty. Mauufaeturing Company, Duncanville, Tome.. 1.014 Tats were performed to simulate sucpsnds4 se111n as per our instruction* an ecouotieal lag screws Part No's. 710•0, 7$0•1, 750.4, and 7104. use applied with s' calibrated Southwark $aldwin Testing Machine. 'rest fixture made up was using 2" x 4" Pine amber and the lag screws Penetrated •uwnkOar inches or depth of threids on the lag scr.wi. Yost Me. ft. 5 Screw Type 710-0 %Y :9" 2 7604 4 710 "x b. u 760 -0 IOW Continued on next pegs..: RIDPORT , s� j_ • Number i 12 s .4 Z 4 10 Double Wiry 1 760•1 6/1001" 10 4 3 750.1 6/16"mtle 10 4 3 760.1 6/16 "all, 10 4 4 710 -1 6/16 "x3h' 10 4 oil 760.1 6 /ls "x31/4' Double Wire 74141 Load d 400 730 760' JIM 70 7., 1240 JAN. 9.1997 10:06AM P 4 PHbNE NO. : 206 575 0915 Nay 31, 1277 TYPO oQ' Ps11vri 0r0l:4 Wire 8PI (Wire 6roL u W ►Is Pu 7 adSrem set of 1:ded orska WM1rw ores►/ Wlro WC, Wire Drolly Wire e Pulled /crew out of heed RECEIVED JAN 0 9 1997 COMMUNITY DEVELOPMENT 19�e w Dear Sir: City of Tukwila Fire Department Fire Department Review Control #B96 -0050 (510) April 17, 1996 Re: Stewart Walker Company - 6545 South Glacier Street The attached set of building'plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 2. 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) 3. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 2 c. City of Tukwila Fire Department Thomas P. Keefe, Fire Chief each 3000 sq. ft. of area. The extinguisher(s) should be of the "A11 Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 1 0 , 3- 1 . 1 ) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to he in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 104 -4 -4) 4. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 3 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 April 10, 1996 William McMillen Stewart/Walker Company 6545 South Glacier Place Tukwila, WA 98188 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: Tenant improvement in existing warehouse space. Plan check number B96 -0031 Dear Mr. McMillen, After an initial review of the subject project it has been determined that additional information and/or plan corrections must be submitted to complete the plan review. Please address the following comments. 1. Identify and label on the plans a proposed occupancy use for the new room such as office, storage, etc., kkop 2. The submitted application did not include a seismic plan detail for the suspended ceilings and the accompanying photographs do not show that bracing was installed. At the minimum, describe in a narrative on the plans that seismic bracing for the ceiling will be provided per U.B.C. Standard 47 -18. d.e4(.4%l 5u6vwi4 6 3. The amount of new lighting wattage is limited by Washington State Energy Code Chapter 15. Provide on the plans a verifiable watts per square foot schedule for the proposed new fixtures. Example of allowed wattage from W.S.E.C. table 15 -1; Office spaces 1.2 watts per square foot, Warehouse .5 watts per foot, Factory or workshops 1.5 watts per foot. to , 4. Mechanical environmental ventilation is required to the new space per U.B.C. Section 1202.2. Show this requirement on the plans. o ,, . A . s 5. The existing warehouse that contains the new construction is considered to be semi - heated per the current Washington State Energy Code. If the new room is supplied with additional heating or cooling the new room walls and ceiling must be constructed and insulated to the requirements of the current Energy Code. vno \tvecki V`4- v ,. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Page 2 of 2 To confirm you have received these comments, contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8:30am to 5:OOpm at 431 -3670. Sincerely, Ken Nelsen Plans Examiner NATIONAL AND INTERNATIONAL OFFICES Australia Belgium Canada Calgary Edmonton Montreal Toronto Vancouver Victoria Winnipeg Fiance; Germany Hong Kong Inoor.esia Japan Maiaysia r;e:r Zeaiana Phiu:apnes Srng. tare Spam Taiv, an Thailand Turkey Unit_cl Kingdom United States .Atlanta a it Wore :iie'v lie Cr Cnr, irnati C;: of ana t'oprnt'iia. .0 Cral�:;s Detroit, F; Laudercaie Hartford Indianapolis Los Angeles Louisville iclenaphis Milwaukee IV1,ineapolis New Jersey New York Philadelphia Phoenix Richmond St. Louis San Francisco Seattle Washington D.C. March 19, 1996 Mr. William McMillen Stewart/Walker Company 6545 S. Glacier Place Tukwila, WA 98188 SUBJECT: TENANT IMPROVEMENT /OWNER'S APPROVAL Dear Bill: ( ( )I I .11 Itti Commercial Real Estate Services Since 1898 Colliers Real Estate Services on behalf of The Estate of James Campbell approves installation of a storage room within your warehouse as described on the enclosed building permit application, on the basis that all improvements be covered by the necessary permits and comply with the appropriate codes and provisions of our lease with your firm dated October 25, 1983. This work must also be inspected as provided by law, and performed by licensed contractors. The finishes and quality of work must be similar to that existing in the space at this time. Please provide the landlord with copies of permits and inspection reports (if necessary) for our files. Reference is made to Section 6, Repairs and Maintenance of your lease agreement whcih states, "Lessor upon expiration or sooner termination of the Lease, provided, however, Lessor upon written notice may require Lessee at its expense to remove such improvements and repair any damage to the Building." Please note, the Landlord may require that the improvements covered by this letter be removed at the termination of our lease, and that the Premises be restored to its original condition, at Tenant's cost and expense. Should you have any questions, don't hesitate to call. Very ly yours, Patricia Spangler Commercial Property manager ps cc: Jim Rock - CRES Seafirst Fifth Avenue Plaza • 800 Fifth Avenue • Suite 3930 • Seattle, WA 98104 • (206) 624 -8200 • FAX (206) 467 -9335 RECEIVED CITY OF TUKWILA MAR 2 6 1996 PERMIT CENTER STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION 1Z, '7Ce:C/ states as follows: ( 4 , 07 fc tli S� 1I have m for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exampt under No. ' 13 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. PLICANT Signed and sworn to before me this /S day of ) • r NOTARY PUBLIC in and for the State of Washington, residing at 1< County. My commission expires: 1Z /3 /' � 18.27.090 Exemptions. Tni3 chapter shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corpor Lion or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, nu terials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured horn:: may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the opc:ation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horti vulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person world ag on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalilicd as required by chapter 13 of the Laws of 1961, RCW 47.2S.6;0 with the department of transportation to perform highway construction, reconstruction, or maintenance work.