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HomeMy WebLinkAboutPermit M97-0106 - FUJI TRU COLORCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit. No: M97 -0106 Type: B -MECH. Category: NRES Address: 770 ANDOVER PK E Location: Parcel #: 262304 -9095 Contractor License No: GMMECC *113BT TENANT OWNER CONTRACTOR CONTACT Permit Description: INSTALL HVAC EQUIPMENT AND VENTING. UMC Edition: 199.4 -1 S5CCtiV Permit Center Authorized Signature Signature: Print Name ti1 +!`'_.r1 •2f "� MECHANICAL PERMIT FUJI TRU COLOR 770 ANDOVER PK E,.TUKWILA, WA 98188 BREKKE PROPERTIES 8592 HUNTS PT LANE, BELLEVUE WA 98004 G & M MECHANICAL CONTRACTORS.:. P.O. BOX 6147, KENT, WA 98064 JOHN IRWIN P.O. BOX 6147, KENT, WA 98064 ************** k ** *** * * * * ** * * * * * ** * ** * * *** Valuation: Total Permit Fee: ********'**`*********.************************* * * * * * * * * * * *' * ** * * * ** ** * * * * * * *** pate I hereby : 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`p.resume to give authority to violate or cancel.: thepr.ovisions of any other`state!or local laws regulating construction or 'the performance of work.. Z am authorized to sign for and obtain this: •P 1di g perrA' Date:. Title: P rFr .0 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 18b days .fromthe''last inspection. (206) 431 -3670 Status: ISSUED Issued: 08/22/1997 Expires: 02 /18/1998 Phone: 425 451 -1511 Phone: 206 630 -1932 Phone: 253- 630 -1932 767.00 217.81 r /'r =. Project Name/Tenant: Fu, - I TRuc6 Description of work to be done: . Z r,4 [-L u t elxi ,v r" ,4 Ned IL E, G, f Cons tior 4- , ■ Above Ground Tanks • Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof ❑ Demolition ❑ Fence 7.34; chanicai ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting 4 Tax Parcel Number: ?L2 3 - ?o' o Cy Site Address: City State/Zi 27o AsAiA pq T -/- tr �: /r• 4 w Property Owner: JAiu aRE i -crc,c Phone: i- S 425 -- 4 s // FlA _ '¢` s 45 — 5 .66 3 Phone: Streq,et A d ess: isi- ,, City State /Zip: •� Contact Person•.,m_ 7— • , Phoned ^ 2. Street Address: City State /Zip: Fax #: 0 Sewer — I = . t o 0 W 263 4'4 l Contractor: C fi L 1 "1 LTc.44 0i A L co .)?44GZ - D/A. Phone: 253 -63o /43 2- Street ddress: City State /Zip: N o. 60}6 G117 Kcal, r.. ?B'caa* Fax #: 26 (080 — 732. 9 Architect: _ e,E,v14a FT * Ass csC.1A47r's 2 !;3- 279 --02 Street Address: City State/Zip: v }mo i AY Stet 'Fie /0 2 -... . -5... 2 Fax #: --- -- Engineer: Phone: Street Address: City State/Zip: Fax #: MISCELLANEOUS. PERMIT'REVIEW'AND;APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: . Z r,4 [-L u t elxi ,v r" ,4 Ned IL E, G, Will there be storage of flammable /combustible hazardous material in the building? El -- yes I no Attach list of materials and stora • e location on se• arate 8 1/2 X 11 • a • er indicatin. • uantities & Material Safet Data Sheets ■ Above Ground Tanks • Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof ❑ Demolition ❑ Fence 7.34; chanicai ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO:: ` Name: Phone: •� Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby Miscellaneous Permit Application APPLICANT :REQUEST,FOR'MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelization/Striping ❑ Flood Control Zone ❑ Landscape Irrigation Cl Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous WATER METER DEP, OSIT /REFUND.BILLiNG: Name: Address: 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. Date application accepted: MISCPMT.DOC 7/11/96 CITY Or TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ftgrading/clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load/Hauling Phone: City /State /Zip: Date application expires: Application by: (initials) . .. "'` ;"" BUILDING ! . • R 0 - AUTHORI D AGENT: :: PERMIT REVIEW ` Submit checklist No: M =9 ❑ Signature:OP s -- Date: _193 7/3//9 7 Fax Fax #: 6230 -2329 Print name' " I L , Phone Address . WOK f�7 ita,� r, w A City /State /Zip City/State/Zip: �a641--- ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1. PERMIT REVIEW ` Submit checklist No: M =9 ❑ Antennas /Satellite Dishes Submit checklist No: M - ❑ Awnings /Canopies - : No signage Commercial Tenant Improvement .. Permit , . ❑ Bulkhead/Dock , Submit checklist No: M-10 ❑ Commercial Reroof Submit checklist ry: No: M =6 ❑ ' Demolition ' ' Submit checklist No 'M -3 M -3a i n Fences - Over 6 feetin Height Submit checklist No: M ❑ Land Altering/Grading/Preloads . Submit checklist ;. No: : M ❑ Loading Docks ,Commercial•Tenant Improvement. • Permit:. Submit checklist No: H -17 rik.—Mechanicak(Residentiat.&Cornrrierdialy ''Submit 'ciiecklisV ? No: i rill, 8; Residential only "- H -6,- H -16 . ❑ Miscellaneous, Public;Works Permits . Submit checklist? No: H -9 ❑ Manufactured Housing (RED INSIGNIA'- ONLY) Submit ' No: " M ❑ Moving Oversized Load /Hauling ; Submit checklist , No: M - 5 ❑ Parking Lots Submit checklist No: M -4 in Residential Reroof - Exempt with following exception : -If roof structure to be repaired,or replaced . Residential Building Permit Submit checklist ; . No: M - 6 :. ❑ Retaining Walls - Over 4 feet in height Submit checklist No: M : 1 ❑ Temporary Facilities Submit checklist . No: M -7 ❑ Temporary Pedestrian Protection/Exit Systems Submit checklist. No: M=4 ❑ Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOUS PER .' APPLICATIONS MUST BE SUBMIT I WITH THE FOLLOWING: ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder 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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 CITY OF TUKWILA Address: 770 ANDOVER PK Suite, Tenant: FUJI TRU COLOR Status: ISSUED. Type: B -MECN Applied: 08/01/1997 Parcel #: 262304-9095 Issued: 08/22/1997 *********************************************A*** k***** kick k k* *`k•k k * * *'k'k* *•k k k Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. All permits, inspection- records,and app'rov.ed plans shall be available, at the job,si.te"`prior to the'"" startof any con- struction. These ° ;documents ;ark :e to >be maintained::and avail- able until final '+inspectioh approval is granted: 3. All construction to he done in conformance with approved plans and,requir em,eilts.:of the Uniform Bu1ldi'ngz'Code '(1 Edit ion) amended, "Uniform Mechani'catl}.wCode =`( 1994 Edition) , and Washington State Energy Code; (.1994 Edition) 4. Fire dampers complying with 'there of 'appr.oved rec ogniz.e*istandards shall ;be, =instal l'ed and be accessible ,for i nspec`,t : ion,land servicing ?in penetrations through occupancy sap ^e {ion ;Awa l l UB0.7713. 11,..f 5. Ducts':ngt` within condi`tionedpaces. shall be provided. `w: mini E d i t s m R 7 t h:e r ma l i n s u l a t i o n . r • • >.; ' i Va ti7di y of' Permit,.:'' The•c i ssuanceof: a 'perm t or appro`va o pl :l; a' specific ,tio l ,t {k n� , � f ,. e nS, "•an omp.yGai;ion_,,..sha 1 not be Ct7n� t •' >< strued ,permi_t.`'far, 'or an a0pr.ova1..o'f, any violation of10 of he prov is i ons of'i,ty building code or of :any ath r o,rd nan of ..the''``juricti,on + - ' No permit presuming giv'�•'aut�ror�it�y to ;v:io`late or- cance,l'=.the rovisions of :this cod� l'l t ae ,valid : .,,a ,. ;',; .,`, ;, ; t+ E � ef,:. ACTIVITY NUMBER M97 -0106 PROJECT NAME FUJI TRU COLOR DEPARTMENT: BUILDING DIVISION PUBLIC WORKS NSA qt cL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE (Z NOT COMPLETE COMMENTS TUES /T}IURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED Ell ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS a NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ( I APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F Permit Csxgdrt*o, coeli PLAN REVIEW / ROUTING SLIP +.d!a Y: �' ✓nJbi�i.`i•."�It.FMY• /:u.i») » rttNiET :�NiitinNrvlNS_ -!r. 'WP1 E STR UCTURAL 0 DATE DATE DATE NOT APPLICABLE DUE DATE (Cc tifcaoon of occupancy required. f:Rr cn t , .MVfI!.r•rv�..V'...r.: XSry9A'.t. flt:J.mM.ca n...iT•.e�t•.w.an DATE 8/01/97 IN I a PERMIT COORD ATOR DUE DATE 8/05/97 8/19/97 DUE DATE k** * sh * ** * * * * * * * ** * *�k� * .A A * ** * *Ak** * * *.it A.5 *ik *�l * * * *'sl * *** * ** �1** I* k * * * * * * * *, * * ** ** . * * *,�A' **'it�t•. * *. *P•k. *'9F* * * * * * * ** * * * * * ** * * * iV. * * * * �l * * ** TRANSMIT.; It97.00632 Amount: .'217.81 08/2 15 :36 Payment Method: Natation: 0 &,M 'MECHANICAL In it: SLB :.ITV OP TUKWILA, W A.. Per m:i,t No M97� Oiefi • Type B- MECH MECHANICAL PERMIT Parcel,' tea: 262304 — P.095 Site :Addre,s: ; 770 ANDOVER PK E Total Pees: 217.81 This Payment: 217.81 Total ALL Pmts: 217.81 Balance: .60 4 ********.* sl*** A******.********1 1**** * * * * * * ** * * *. * ** * * * * * * * * * * * * * * ** Account Code '000/345.830, 000/322.100. Description PLAN CHECK NONRES MECHANICAL - NONRES Amount 43.56 174.25 TRANSMIT Project: Type as kc iqn; ) Address: 7 4 PE.. Date called: Special instructions: Date w n d 00 a.m. p.m. Requeste : Phone: COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 'b97_02 PERMIT NO. 06)431 -3670 Ap proved per applicable codes. �Cor Lions required prior to approval. x..cSPECI)c)J FEE- ea, ?D AroM 7V 24, Zs El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' Project: - t - /-�.l 77e-ti Cot-, oQ t' T .p e t5fTnspection: /� eC-6 A/iL /i le- Address: 770 -- Aile 6. iate . ' Special instructions: Date wanted: I —Q._ap a.m. p.m. Re Phone: 3U_ rMO 13424,3 .,, t.,, M INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 a . I ILlk ofO PERMIT NO, (206)431 -3670 3 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: CO- e L-7?e7t.s Pte- k..(oT'C ra ('o' ,4 j. r C- - SM 044 s r A- -"Age-✓f A D $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr�!aet_: r pt•C /'',4 eoby ]of Irtspecti n....:. �n 5 , of e 7+ Da .r aIle): h e Special instructions: ; Date anted: '1 7- - (m. 9 p.m. st 1 5-- &0-- / INSPECTION NO. CITY ,OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. of 1 0 $47. r R' SPECTION FEE RE RED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P0.M6. (206)431 -3670 t ' t: ` Typr�ohths / .4 - Date called: 3 r : ( 4 , Special instructions: - fo .. * A - A- 4 1 Date wanteds �' ! P:< Restuaste. t INSPECTION N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit l Corrections required prior to approval. Date PERMIT NO. (206)431 -3670 A IF Y a _ I LI li m 0 $4.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: fl COMMENTS :: j ct: l Tyfe of Insp ion: u4 c. 5 1 Lyc ( ( ,,,,-,L s /1 A.tyA / L 2 i s4,,/ W , ` 4 ,P t , ti ( 1 - z, o-. C.• /ate t .,r yaU Phone: g2 - ( ,5_,0 L. ` ✓ i AS 3 cD L,c,,0a f2�( =�. J , G�- vim . fJel 1 /-- n /! P j ct: l Tyfe of Insp ion: u4 c. 5 1 Lyc Ad eto � At 1'/G g ate ca �t r( Special instructions: f�1 f L 1 d2/z'✓ Date wan � 9 Reques i h h Phone: g2 - ( - 1 q30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Date: 0 5 ...... 2z .„ 95 El $47.00 REINSPEC:ION F REQUIItD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: • Type of inspec ': ir1 iY74 Addr Date calla Specie instructions: "" Date wanted:/ / ' Requester: Phone No.: INSPE • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 'COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit 11)97-0/06 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: J. $42.00 REINSPECT! • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc ter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS:, \N � kAc R.Z-CAVA `&f (n CCc, G -k AA.- (L t ce Z . _; �1� a . . 0. 9 _,Puta - rxrt Alit( Ply( 46 76 /.5. vs, Date cal ed: I 5. Date wanted: 5 ! _ /� .4[ " , v47' r . 'i Yt F,6C.u` SW T. Mn vts:r cam" . Pg i FOL. rvilS - 7 0 R 1v►-u ►) f~+ ►2k' r- Aft.. l .3.2_ w' 04 c j & .Du cr v.Soate. is r„i s.S -4.JG . ite-v t.sz k N___ �i .aS .cP .S tve,� r m ?tom c Pig- Merl-oil-L. Ao9 su.:'i')Lis Tl rDvt - (L.,P,S A4 r. At GO '* P2u11C7 PAW. I)(NCKS , � + i l ( r`-7 r"t l5 4} \ 1 P. Z e(PowF f RA-ur- P ,IaG (-aa.- ►rise - c J at: j 4 416.'S. Ovsc,T 0 'Tartu tl Stmt,{ -. P,: 1.,c./1-1\=9 oNl The" ,S.41 sq 0e;, 'F _t_9 (G 2.a,a cpt,n), Project: A i. .r te1 Type of i , :section: . r LQ4 €4 _; �1� a . . 0. Addr s7 I A Date cal ed: I 5. Date wanted: 5 ! _ /� Spect instructions: Requester -r��� P n�l f .7. l .3.2_ trgi iO INSPECTION RECORn. Retain a copy with pet_ ;t INSL ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I/I Corrections required prior to approval. L $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: 't (206) 431 -3670 Inspector: r Date: wIr City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name J Address 7 m P'c 7Y 51/ Authorized Signature Retain current inspection schedule ��{ ^ Needs shift inspection FINALAPP.FRM Rev. 2/19/98 • Date John W. Rants, Mayor Thomas P. Keefe, Fire Ch Permit No. Al ? 0 / - Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: ^� Monitor: Pre -Fire: Permits: T.F.D. Form F.P. 85., Headquarters Station: 444 Andover Park East • 7,10! ia; W astilri pn.. 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 June 25, 1999 John Irwin PO Box 6147 Kent, WA 98064 RE: Permit Status M97 -0106 770 Andover Pk E Dear Mr. Irwin: Sincerely, Brenda Holt Permit Coordinator City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for the installation of HVAC equipment and venting issued on August 22, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Xc: Permit File No. M97 -0106 Duane Griffin, Building Official John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 413/3665 CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1672 05/25/99 Activity Table Processing MECHANICAL PERMIT Permit Noi{%M914106'' Tenant:`4UJI;TRU COLOR Status: ISSUED Address: 770''AID3OVERPK,E Base Information Parcel No: 262304 -9095 Owner: BREKKE PROPERTIES Type: B -MECH Vera: 9602 Screen: 01 Validated By: SLB • Plan Ck Approved: 8/21/1997 Status: ISSUED Applied:I jr8/ u1 /1997:;:,_:; Issued: 8/22/1997 Active /Inactive: A Final Notice Sent: / / Final Response By: / / Nature of Workf;INSTALLHVAC EQUIPMENT`AND•,VENTING: Location: Category: NRES (RES, NRES, STOV) Inspector Area: Valuation: 62067.00 UMC Edition (Yr): 1994 Fire Protection: Use Change (Y /N): N Storage of Flammable /Hazardous Materials:NO Completed: / / To Expire: 10/ 9/1999 F7- Update, F2- Previous Line, Fl- Screen Index, ESC - Cancel Update CITY OF TUKWILA Id: ACTP140 Keyword: UACT User: 1672 05/25/99 Activity Maintenance - People Processing MECHANICAL PERMIT Permit No: M97 -0106 Tenant: FUJI TRU COLOR Status: ISSUED Address: 770 ANDOVER PK E Line Name Relationship License No. Date 1 FUJI TRU COLOR TENANT 08/01/1997 2 BREKKE PROPERTIES OWNER 08/01/1997 3 O & M MECHANICAL CONTRACTORS CONTRACTOR OMMECC•113BT 08/01/1997 4 JOHN IRWIN CONTACT 08/01/1997 Enter Option: I it it Inspect a Person y Relationship: CONTACT Name: JOHN„IRWIN.-:. 9 Address: P ,.C. BOX 6147 KENT, WA; • y Lip;;;98064,.. ' Phone: 253 - 630 -1932 Date: 08/01/97 y Notation: Press any key to continue + ++ to .I.N;I!0741;4W4t. ACTIVITY NUMBER: M97 -0106 DATE: 2 -8 -99 PROJECT NAME: FUJI TRUCOLOR Original Plan Submittal Response. to Incomplete Letter Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPA ENTS: Building r n Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) TUES /THURS ROUTING: Please Route REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved \PR.ROUTE.00C 6/98 V rrri+ Ciod. 00y PLAN REVIEW /ROUTING SLIP Approved with Conditions No Fire Prevention E Structural CORRECTION DETERMINATIQN.: Approved ❑ Approved with Conditions ❑ Planning Division Permit Coordinator II DUE DATE: 2 -9 -99 Not Applicable No Review Required DUE DATE: 3 - - 99 Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) REVIEWERS INITIALS: DATE: +`r r... a�s.r••.r.7� rt.rt+, lnar«m %u $.W , DATE: R ki Oi C SHEET NUMBER(S) 2 " "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: C' / Ty b r T Gt/r kv r 4 i•' CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL I PLAN CHECK/PERMIT NUMBER: PROJECT NAME: RI'J l Tk ci Ca Lcd. ' PROJECT ADDRESS: .7 70 A- ov t P11-/E o /D CONTACT PERSON: \/oij ) L-G 4.1 PHONE: 25 3 - 5 0--s f"3 2 REVISION SUMMARY: 0 CC b Look r /� � i) l s/ A- s " pocc G r / ti /IJ CQ Gt-r Ae s2 , l� r RECEIVED CITY OF TUKWILA FEB - 8 1999 PERMIT CENTER r ., ,,,, J 3/19/96 • 00/01/1997 09:10 a =a7 a== == == === = = =a-Maam- as.a_a a- a.= =aa is a= ,FILE: C: \ \WATTSUN5 \ \FUJI.WS Site: 770 Andover Park just Tukwila, Wn 98188 ( ) - Homeowner: Fuji TruColor, Inc. 770 Andover Park East ( ) Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component On Grade Slab Glazing 4)15% Doors ,AG Wall Ceiling, Vault Infiltration 12E166271060 PROPOSED DESIGN COMPONENTS Component Description a REFERENCE 1946 9,00 On Grade Slab RO Uninsulated Glazing @111 2g1 Alum 41/2 ", Clr Doors Insulated w /NFRC Label AG Wall * *R4.8 Conc. 6" * *R -19 Standard w /5 /4gwb Ceiling R38 batt Vault vented 2x14 24oc Infiltration Current Practice EEPI IHOFT ASSOCIATE WATTSUN 5,5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 08/01/97 - s =aaaacxaiacs =uss sasm = ===; max 101 == =5 =a ∎ms= =,= == = sat == Analyst: Jurisdiction: Utility: a =sat -= =amm ist =:: =aa: a a.aq...: amx La a as Male============================= Floor Area: 14500 ft2 Weather Data: Seattle, WA Climate Zone: 1 a aaaa ===aa.= === aa= almaa a a = a..axma aU a aassaam aaac: = == =._:aa =mo= The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. PROPOSED 1859 Btu /hr -F 11.51 kWh /ft2 -yr a. saaUaSaUaC¢aaWasas ======.^.aaaa Reference Value X F -0.540 U -0.400 U -0.200 U -0.058 U -0.034 ACH -0.350 Reference UA e.i •p.Y.�1..Y ot[nt!l h,M^.n.u.� a,NrN }Y « vMrtlKa'M+✓�'�. PAGE 01 HOUSE ID: 97F4 RECEIVED CITY OF TUKWILA AUG 9 1 1997 PERMIT CENTER Area as UA 200ft 108.0 2175.0 870.0 237.0 47.4 7365 42'7.2 14500 493.0 348000ft3(2228.9) 1946 Value X Area = UA F -0.730 200ft 146.0 U -0.920 93.0 85.6 U -0.080 237.0 19.0 U -0.210 4656 977.8 U -0.050 4791 239.6 U -0,027 14500 391.5 ACH -0.400 145000ft3 (1061.4) ..a=xarwsim===aoa === == ass === a assaaa -s. sae M aaaMM= aaaassa= zsmsaa+aasamraaaaaa=aacsaa:paaa Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. aaaaaa === mamas = = ====aarsaa aaas a aaasaaU a Page 1 x= x=0==== ==maamm=4,=sa- aammaaaar ,ra Struc Mass Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44P dt): Duct Losses(% Dan Load); Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt) : System Size(%Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access; GLAZING ORIENTATION South Southeast : East Northeast ; PROPOSED ft2 Eff $ Glz: 0.2V s3 s L S 5 =555is55555533S^='SS55 55OtS-- G"fi'irl5555.7C marmay'5= WATTSUN 5.5 1994 WA STATE ENERGY CODE .FILE: C: \ \WATTSUN5 \ \FUJI.WS S = = S 5- sS SS SS5555 =5sSSOS- 5- i-- SSs- as3 -R =s -s Infiltration Current Practice Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS 242000 kWh $ 1340 Integrated Spot i ale House All in heated space All in heated space PROPOSED Electric; Central Furnace 100 # 92 % 0,60 266749 Btu /hr 0 Btu /hr( 0 %) 266749 Btu /hr 117.0 kW (1500 Example 10.0 (Ducted) 33742 Btu /hr 3,9 tons( ®125 %) .1..300 kWh /yr Partially Shaded Location .Axrg Rvalue North Northwest : West Southwest COMPLIANCE REPORT 08/01/97 4r = - =5' = 5= = 3!105 - .=SSm3 = CS3a ACH -0.400 203000ft3 (1486.0) Proposed UA 1859 M- 3.000 14500 43500 Surface Area PROPOSED ft2 93.0 HOUSE ID: 97F4 5=555=555= =s =SrSS==5 =550=5=5=5=5 155=5555 =55=5=550 55=5 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather F I IN) C01,4)( New 46 2` Ifsf es. 2,71 W 3 w So 414 1$ 3 4 A 1444 66k M b ;/4 y 4:tro' /z NEw 4X4 b3i4>r4. RECEIVED CITY OF TUKWILA AUG 0 1 1997 PERMIT CENTER 11 Multi- Loaded Beam( 94 UBC (91 NDS) Ver. V4020965 By: A.HELGE DORDAUBERNHOFT, , PHOENIX DESIGN & ENGINEERING on: 07 -24 -1997 Project: FUJI - Location: HVAC UNITS LEFT SIDE Summary: 3.50 IN x 5.50 IN x 7.57 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By 89.1% Controlling Factor: Section Modulus / Depth Required 4.00 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.05 IN = L/1909 Total Load: TLD= 0.11 IN = L/616 End Reactions(Left Side): Live Load: RL1= 189 LB Dead Load: RD1= 198 LB Total Load: RT1= 388 LB End Reactions(Right Side): Live Load: RL2= 189 LB Dead Load: RD2= 222 LB Total Load: RT2= 412 LB Bearing Length Reqd. Left): BL1 0,18 IN Bearing Length Regd.(Ri BL2= 0.19 IN Beam Data: Span: L= 7.57 FT Maximum Unbraced Span . Lu= 0,0 FT Live Load Duration Factor Cd= 1.00 Live Load Deflect, Criteria U 360 Total Load Deflect, Criteria: U 240 Uniform Load: Live Load: wL= 50 PLF Dead Load: wD= 30 PLF Beam Self Weight: BSW= 5 PLF Total Load: wT= 85 PLF Concentrated Load P1: Live Load: PL1= 0 LB Dead Load: PD1= 158 LB • Total Load: PT1= 158 LB Location: X1= . 4.36 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1138 PSI Adjustment Factors: Cd =1.00 Cf =1.30 Fv': Fv'= 95 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: 4.36 FT From Left Support Shear (© d from beam end): Comparisons With Required Sections: Section Modulus: M= V= Sreq= S= Area: Areq= A= Moment of Inertia: lreq= 885 373 9,4 17.6 5,9 19.2 14.3 48.5 FT -LB LB N3 N3 N2 N2 N4 N4 A RL1= 89 LB RD1= 198 LB RT1= 388 LB • :vit.iiti-L.oacieo cseamt 4 uti1C 01 NOS) j Ver. V4020965 • 2 / DOUGLAS FIR-LARCH / Dimensional Lumt:' By; A.HELGE DORCJBERNHOFT„ PHOENIX DESiGN & ENGINF7RING on 07-24-1997 , Project: FUJI - Location: HVAC UNITS LEFT SIDE [ 11 1 i I 1 • 1 PL1= 0 Lb •PD1= 158 Lb @4.36 Ft. wL 50 PLF wD = 30 PLF L= 7.57 Ft RL2= 189 LB RD2= 222 LB RT2= 412 LB Area: Moment of Inertia: M= V= Multi- Loaded Beam( 94 UBC (91 NDS) ]] Ver. V4020965 By: A.HELGE DORDAUBERNHOFT, , PHOENIX DESIGN & ENGINEERING on: 07 -24 -1997 Project: FUJI - Location: HVAC UNIT RIGHT SIDE Summary: 3,50 IN x 5.50 IN x 7.57 FT /#2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By 104.6% Controlling Factor: Section Modulus / Depth Required 3.84 In Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Live Load: RL2= 189 Dead Load: RD2= 183 Total Load: RT2= 372 Bearing Length Reqd. (Left) : BL1= 0.20 Bearing Length Regd.(Right): BL2= 0.17 Beam Data: Span: L= 7.57 Maximum Unbraced Span: ,. Lu= 0.0 Live Load Duration Factor: Cd= 1.00 Live Load Deflect, Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 50 PLF Dead Load: wD= 30 PLF Beam Self Weight: BSW= 5 PLF Total Load: wT= 85 PLF Concentrated Load P1: Live Load: PL1= 0 LB Dead Load: PD1= 164 LB • Total Load: PT1= 184 LB Location: X1= 2.38 FT Properties For: #2- DOUGLAS FIR -LARCH Fb= 875 PSI Bending Stress: Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb'= 1138 PSI Fb' (Tension): Adjustment Factors: Cd =1.00 Cf=1.30 Fv'= 95 PSI Fv': Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: 3,176 FT From Left Support Shear (@ d from beam end): Comparisons. With Required Sections: Section Modulus: DLD= 0.06 LLD= 0.05 TLD= 0.11 RL1= 189 RD1= 244 RT1= 433 IN IN = U1909 IN = L/844 LB LB LB LB LB LB IN IN FT FT 817 FT -LB 394 LB Sreq= 8,7 N3 S= 17.6 N3 Areq= 6.3 N2 A= 19.2 N2 Ire I= 48.5 N4 oearnL tiff vaL, jai NOS) J.Ver. V4020965 By: A.HELGE DO AUBERNHOFT. , PHOENIX DESIGN & ENGII`'' =RING on: 07.24 - 1997 ,`,t2 / DOUGLAS FIR -LARCH / Dimensional Lu Project: FUJI - Location: HVAC UNIT RIGHT SIDE wL =.50 PLF wD = 30 PLF RL1= 189 LB RD1= 244 LB RT1= 433 LB RL2 =189 LB RD2= 183 LB RT2= 372 LB Multi- Loaded Beam( 94 UBC (91 NDS) 1] Ver, V4020965 By: A.HELGE DORDAL/BERNHOFT, , PHOENIX DESIGN & ENGINEERING on: Project: FUJI - Location: HVAC UNIT LEFT SIDE Summary: 3.50 IN x 5.50 IN x 7.57 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 121,1% Controlling Factor: Section Modulus / Depth. Required 3.70 In Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Live Load: Dead Load: Total Load: Bearing Length Regd.(Left) Bearing Length Regd.(Right): Beam Data: Span: Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P1: Live Load: Dead Load: Total Load: Location: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fo_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 Cf =1.30 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: M= 4.534 FT From Left Support Shear (@ d from beam end) :. V= Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD= LLD TLD= RL1 RD1= RT1 =. RL2= RD2= RT2= BL1= BL2= L= Lu= Cd= L/ If wL= wD= BSW= wT= PL1= PD1= PT1= X1= Sreq= S= Areq= A= Iraq= 07 -25 -1997 0.06 IN 0.05 IN = L/1909 0.11 IN = L/808 189 LB 195 LB 384 LB 189 LB 245 LB 434 LB 0.18 IN 0,20 IN 7.57 FT 0.0 FT 1.15 360 240 50 PLF 30 PLF 5 PLF 85 PLF 0 LB 177 LB - 177 LB 4.86 FT 875 PSI 95 PSI 1600000 PSI 625 PSI 1308 PSI 109 PSI 870 FT -LB 395 LB 8.0 N3 17.6 N3 5.5 N2 19,2 N2 14.5 N4 48.5 N4 Multi - Loaded. Beam( 94 UBC (91 NDS) ) Ver V 40965 A.HELGE DORDAUBERNHOFT, . PHOENIX DD I N &ENGINEERING on: 07 -25 -199 By #2 / DOUGLAS FIR-LARCH Project FUJI - Location: HVAC UNIT LEFT SIDE 11111 1111111111111111111 RL1= 189 LB RD1= 195 LB RT1 = 384 LB L= 7.57 Ft RL2= 189 RD2= 245 RT2= 434 Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: 3.106 FT From Left Support Shear (t@t d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Multi- Loaded Beam[ 94 UBC (91 NDS) )] Ver. V4020965 By: A.HELGE DORDAUBERNHOFT, , PHOENIX DESIGN & ENGINEERING on: 07 -25 -1997 Project: FUJI - Location: HVAC RIGHT SIDE Summary: 3.50 IN x 5.50 IN x 7,57 FT /#2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 127.9% Controlling Factor: Section Modulus / Depth Required 3.65 In Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Live Load: Dead Load: Total Load: Bearing Length Regd.(Left) : Bearing Length Regd.(Right): Beam Data: Span: Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P1: Live Load: PL1= 0 Dead Load: PD1= 183 Total Load: PT1= 183 Location: X1= 2.38 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties: Fb' (Tension): Fb 1308 Adjustment Factors: Cd =1.15 Cf =1.30 Fv': Fv'= 109 DLD= LLD= TLD= RL1= RD1= RT1= RL2= RD2= RT2= BL1= BL2= L= Lu= Cd= L/ U wL= wD= BSW= wT= M= V= Sreq= S= Areq= A= Ire_ 0.06 0.05 0.11 189 257 446 189 189 378 0.20 0.17 7.57 0.0 1.15 360 240 50 30 5 85 844 407 7.8 17.6 5.6 19.2 14.3 48.5 IN IN = L/1909 IN = L/820 LB LB LB LB LB LB IN IN FT FT PLF PLF PLF. PLF LB LB• LB FT PSI PSI PSI PSI PSI PSI FT -LB LB N3 N3 N2 N2 N4 N4 PL1= 0 Lb PD1 =183 Lb 2:38 Ft, Mull- Loaoeo Beam( 94 LBC (91 NDS1 j Ver: V4020965 By:.A,HELGE DO AUBERNHOFT, , PHOENIX DESIGN & ENGI FFRING or 07- 25.1997 f 02 /DOUGLAS FIR ;LARCH / Dimensional Lur ' Project: FUJI - Location: HVAC RIGHT SID -S wL =50PLF wD = 30 PLF RL1= 189 LB RD1= 257 LB RT1= 446 LB L= 7.57 Ft RL2= 189 LB RD2= 189 LB RT2= 378 LB ✓ ('/Floor Working Drawings plan System layout Elevations (for roof mounted equipment) and proposed screening .eat / H Loss Calculations t Roof plan required to identify individual equipment and the location of each installation (Uniform 4+1 echanical Code 504(e)) H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut -off and will be routed to the Fire Prevention division for additional comments, code section Uniform Mechanical code 1009. Provide 2 sets of manufacturer's installation instructions ✓ Document Requirements Documentation or specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required to replace existing roof equipment weighing 400 pounds and greater (Uniform Mechanical Code Section 2336(a)) Water heaters and vents are included in the UMC - please include any water heaters or vents being installed or replaced. Structural calculations stamped by a Washington State licensed Structural Engineer shall be required if structural work is to be done • Number of units Provide 2 sets of manufacturer's installation instructions ✓ Working Drawings On 8 1/2 x 11 sheet of paper include the following: Narrative of work to be done (i.e., changeout, replace existing equipment, modifications, etc.) • Type of unit being installed • Rating /Size • Number of units Provide 2 sets of manufacturer's installation instructions Note: Water heaters and vents are included in the Uniform Mechanical Code - please include any water heaters or vents being installed or replaced 2/97 CITY OF 71KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permits MECHANICAL PERMIT rAi M -8 Submittal Checklist COMMERCIAL: Four complete sets of drawings and attachments required with application submittal RESIDENTIAL: Four complete sets of drawings and attachments required with application submittal • : . AE01070A1I0N:NUM ©ER %EXPIR,r!ON DATE ' :'- OSIMECC *l 13qT i^tit; -t l+71./1-. na-r'= 'U:1:-/ i)i 913 'rsi:itis..ru DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEF)EON IS REGISTERED AS PROVIDED BY LAW AS A I, r " DETACH TO DISPLAY CERTIFICATE /iir /ii!' / ✓,!i /rlri.' - NirJi/tvr(iJiir✓✓rii rN✓N/.iir /ir CON'E'13�}S:?T'•c3i s 147 :::....• L DETACH TO DISPLAY CERTIFICATE_..f STATE OF WASHINGTON % r/ iV%+ SIJn/ iNNlr/r t// i•. �y/ rJ//// N/f Ghir/ N %Ifi��.ry /r /ilr/rNr /r /trr / / /lry /ir //i r iil F525 0524000 (3.82) RECEIVED CITY OF. TUKWILA AUG 0 1 1997 ' PERMIT CENTER •roi,in .y JR5 L513 GO e •0 e •IscIp ne IAC 1-1 IAC-E11 1AG-11 TAG. EQUIPMENT SCHEDULE PACKAGE GAG HEAT. HEATING INPUT. HEATING OUTPUT: A.F.U.E.: NET COOLING, STANDARD AIR FLOW: FACTORY OPTIONS. UNIT WEIGHT. ELECTRICAL DATA: SPLIT SYSTEM: NET COOLING. UNIT WEIGHT. AIR HANDLER: AIR FLOW: ELECTRICAL DATA: SPLIT SYSTEM: NET COOLING. S.E.E.R.: UNIT WEIGHT: AIR HANDLER: HEATING INPUT. HEATING OUTPUT: A.F.U.E.: AIR FLOW: ELECTRICAL DATA: L I I I I L_ __J I LI I n II VI -- - Er - - - ' r°1 I P2 "IAY IL I 'Ptm I MU-I I Ac, L ROO8 1;5;001 BRYANT 580PEV060014AA 14,000 BM 51,200 BR) 50% 55,200 10.0 2000 61=1-1 INTEGRATED ECONOMIZER 631 LBS 460 VOLT, 60 HERTZ, 3 PHASE BRYANT 56ICJX024 22600 BTU 1 EXHAUST FAN. 10.0 LAMt 120 LBS BRYANT FB4ANFO24 ELECTRIC / NO STRIP HEAT ELECTRICAL DATA 800 GEM 208/250 VOLT, 60 HERTZ, I PHASE EF-2 EXHAUST FA MAKE JP AIR UNIT. AIR Fl ON UNIT WEIGHT. ELECTRICAL DATA: DUCT FURNACE: HEATII`G INPUT. HEATING OUTPUT. A.F.U.E UNIT HEIGHT. ELECTRICAL DATA. GEM: ELECTRICAL DATA: BRYANT 5616...1X024 22,600 BTU 10.0 120 LBS BRYANT 316CAV036050 GAS FURNACE 46000 BTU 31,000 BTU 50% 800 GEM 120 VOLT, 60 HERTZ ,1 PHASE ff3.75 EXHAUST FAN ,m ELECTRICAL DATA: ARTIG CIRCLE ES-450 2000 GEM 125 LBS 460 VOLT, 60 HERTZ, 5 PHASE REZNOR HRS125 125000 BTU WOO BTU 18% 116 LBS 24 VAC JEN AIRE NBTD 1.90A 2000 460 VOLT, 60 HERTZ, 3 PHASE JEN AIRE NBTD 140 I000CFM 460 VOLT, 60 HERTZ I PHASE BROAN # SHE 230 GEM 120 VOLT, 60 HERTZ, I PHASE MECHANICAL PLAN SCALE I/.9" = FUJI TruGo I or 110 ANDOVER PARK EAST TUKWILA, WASHINGTON 2. THERMOSTATS:..................HONETWELL T-1300 A 1005 CF DAY PROGRAMMABLE) F. SMOKE DETEGTORS..........,ESL IONIZATION DETECTOR (AIR DUCT DETECTOR) ELECTRICAL DATA: 24 VOLT AC 4. ALI DUCT HORK TO BE SIZED AND INSTALLED IN AccgRoAricsE WITH 1114 UM0 CHAPTER 10 SECTION 1001, THRU 1005 AND TABLE 10-A THRU lo-F. 5. EQUIPMENT SIZED AND DUCTWORK TO BE INSTALLED IN' ACCORDANCE 1-11TH 1115 ti b. ALI- OUANTITIES FOR VENTILATION AND MI,KE UP AIR "ER 1115 W.S.V.I.A.ac. CHAPTER 51-13 M.A.G. TABLE 3-4 1. GAS PIPINS SIZED AND INSTALLED PER 1154 WIG CHA PIPItIG PER TABLE 22-A. IAIN 5/45, 1 1/4 eAs 1/0," = r 1 T 22. SUPPORT ALL MEC' IANI CAL PLAN/ 2ND FLOOR To-1. 1.: PIVITED OAF% ROOM ROOF - IA b A II El 7 1 COLO A1F, MGT'S ET ROOF - I II 1Re vi r............,,.................0 - ...1,..I.A.1...64.,........-A.,.......431.1., FILE COPY ' 1 ---.... . ........,.„,„,, , CM1-110AL 1 ROOM _ 7 rag" I CUE OF TIAWItA APPROVED MAI? 0 195j9 01. AS NO4' 7172165 F677511315R -- krorc.l. KA It* C lient FUJI TruC,olor 110 ANDOVER PARK F. TUKWILA, NA51-41HearN - U,11 Trvr no ANDOVER PARK F TUKWILA, INA5II. Sheet De5crIptIon MEGHANICAL PLAN ciTy FEB .. U 1,999, PERWT CENTEn S S cl II U 'a ' IF — 11 16 I I E® 14' Ol II _I.. — 1L 1" 8" DIA. TYP. OF 5 II 0 RETURN AIR INTO CENTER FLOW tEl ROOF LINE FLOOR LINE 1 t —.1 —: El 1 1 IA a LAG SCREW ROD INTO BEAMS 5 /5" THREADED. ROD AT CORNERS -- 4 RODS PER CONCENTRIC CONCENTRIC DIFFUSER 55 LES AIR SUPPLY AIR. REELS LEE FOR—\ OTHER TENAItr Eg5TIN6 4' OAS LINE 63'TO METER SCALE NTS 5 I/9'x 93'7:713 2'x 4'x 11/4 TEE E%ISTI 6 UNIT IITR 5i /5', w 2' OAS 5 1 /e, 99 5 /b'x 55 5 VON 33 I /b'x B3.6LB 10 5/A 4'x 2'x 2' EE 2'x I'x 2' TEE t o CONCENTRIC DIFFUSER FUJI TruGolor 110 ANDOVER PARK EAST TUKWILA, WASHINGTON ;T/E, 35 ROOF FRAM I NC PLAN SCALE 1/5" = 1' 1/4 BAS 9 1715 35'b SCALE 5/4" = I' 5 I /9'x 33'6LB S EAM ABOVE 14 E10 O AIR I60 L 994 MBII EACH B VENrS II RU IIVAC UNIT 5 I /b'x 24'BL 5 I /6, 24 roEr -t ; Ib• DIA, 'JG �® CI' I� 1 J RS R OI.D AIRDUCTS ' 1 NI.1, 1 1FRAM I NC FOR HVAG UNIT • —_ BFAM ABOVE MW.L MAIN REAM I'URLIN L INTERMEDIATE BEAM — • 15 TFAKE WGT O FLOOR re01 - FACTORY SUPPLIED CURB ROOFING EXIST. 2 x 4 JOIST s 24" O.G. CITY DF TIIRWIIA AI'NII(IVi.l) MAR it !1 ili'[I;i /0 NO x S PF52 0 EACI I SIDE OF UNIT USE SIMPSON EU46 HANGER Mq1 — O 1Olo c,TlehE s r ooJect. RA FUJI TrvGolor 110 ANDOVER PARK E. TUKWILA, WASHINGTON FUJI TruGolor 7 ANDOVER PARK E. TUKWILA, WASH. ?;Feet Description ROOF FRAMING PLAN MEGHANIGAL PLAN my OF rvig WILA FEB - PBYOE CEEF N drawn by JR5 check by LSB scale date AS. Sj y2WN ±i -12 -o 7 discipline _ jo�ni)mber Sheet Number M - 2 _eF� 2