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Home My WebLink AboutPermit M97-0175 - SOUTHCENTER CORPORATE SQUAREMPri-- /5- City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M97 -0175 Type: B -MECH Category: NRES Address: 645 ANDOVER PK W Location: BUILDING #6 — ATRIUM Parcel #: 262304 -9075 Contractor License No: COMFOP *064D2 CONTRACTOR COMFORT PLUS Phone: 206 251 -9840 PO BOX 913, KENT WA 98032 CONTACT GERALD WARE Phone: 425 251 -9840 6617 S 198 PL, KENT WA 98032 OWNER LOWE NORTHWEST INVESTORS Phone: 206 575 -2120 600 UNIVERSITY ST #2820, SEATTLE WA 98101 TENANT SOUTHCENTER CORPORATE SQUARE 645 ANDOVER PK W, TUKWILA WA .98188 * * * ** Mfr * * * * * * ****** Erik * ** ** sir * ** Ott*****• k********** * * * ** * * * ** * ** * * * * * * * * * * * * * * ** Permit Description:._ REPLACE ONE 10 TON A/C UNIT WITH ,A 10 TON GAS PACK. UMC Edition,: 19:94 * ****** *:** ****** * ******* * ***.** **** .*******.**** * * * * * * * * * * * ; * * * * * * * * * . * * * * * * * * * mit Cenirer Authorized Sign MECHANICAL PERMIT 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. Date: Print Name: Title: Vca-% 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. Valuation: Total Permit Fee: Status: ISSUED Issued: 12/11/1997 Expires: 06/09/1998 500.00 54.69 1.eic.- Date" (206) 431 -3670 Project NamerTenant: E�,pit hc �°( (or (o . S Leci r- _ Value construction: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on se•arate 8 1/2 X 11 •a•erindicalin. •uantities & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof ❑ Demolition ❑ Fence 3 Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting Site Address: t31�O City State /Zip: _ Tax Parcel N ber: to - 3 r `'I (7 Property Owner: Address: Phone: City /State /Zip: Street Address: l) City State /Z Fax #: 0 Standby Contact Person: f ,. R..Y\-,D v..) la c- Phone: lia. •-" Fax #: ya;— 51 > q. 1— GS-.\ Street Address: 4A1 s a , \ � C'V k City State /Zip: . 1UT ck t Contractor: 1 Phone: treet Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: 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: ce.. ` p P 1,'(1-Cr tp \ "C L 1 ft- e_. ‘J 1J •."C' v� \ - - \ ..-1 ' f t 1&1 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on se•arate 8 1/2 X 11 •a•erindicalin. •uantities & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof ❑ Demolition ❑ Fence 3 Mechanical ❑ 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 O Metro 0 Standby CITY OF T,' IKWILA Permit Center '- 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 F* STAFF USE ONL Project Number : . Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANTREQUEST.FOR MISCELLANEOUS PUBLIC WORKS PERMITS=` • ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cuUAccess /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq ft grading/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: ❑ Moving Oversized Load/Hauling gal Schedule: WATER METER DEPOSIT /REFUND BILLING: Name: Address: Phone: City /State /Zip: 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 appli (allon o ac p� ; I �� —� MISCPMT.DOC 7/11/96 Date application expires: 49150 Application taken by: (initials) WOO BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: ,- L - R.% \--,T) F0 - it - ..,1 - S o Fax #: a. 5l ^ ( N 'g 1 1 Address _ Cily /Stale /Zip: -r, ALL MISCELLANEOUS P. • IT APPLICATIONS MUST BE SUB ' '+ ED WITH THE FOLLOWING." ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ 111LC�ING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT A 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • f MISCPMT :Do 7/1.1/96 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 21 Antennas /Satellite Dishes. Submit checklist No: M -1 0 Awnings /Canopies = No signage Commercial Tenant Improvement Permit 0 Bulkhead/Dock ' Submit checklist No: M -10 Ei Commercial Reroof Submit checklist No M -6 0 Demolition: Submit checklist No M -3, M -3a in Fences - Over 6'feet in Height Submit checklist No: M -9 Land Altering/Grading /Preloads. Submit checklist No: M -2 0 Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 ri Mechanical (Residential & Commercial) SUbmitchecklist No M -8, Residential only - H -6, H -16 Submit checklist' No H -9 0 Miscellaneous Public Works Permits 0 Manufactured Housing'(RED INSIGNIA ONLY) Submit checklist. No: M -5 0 Moving.Oversized.Load /Hauling Submit checklist No: M -5 CI Parking Lots Submit checklist No: M -4 0 Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No:. M -6 0 Retaining: Walls - .Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 0 Temporary Pedestrian Protection/Exit'Systems Submit checklist No: M -4 Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOUS P. • IT APPLICATIONS MUST BE SUB ' '+ ED WITH THE FOLLOWING." ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ 111LC�ING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT A 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • f MISCPMT :Do 7/1.1/96 ' CITY OF TUKWILA Address: 64.5 ANDOVER. PK W Suite: BUILDING ' #6. Tenant: SOUTHCENTER CORPORATE SOUARE S t a t u s : ISSUED : Type: _B -MECH Applied: 1.1/17/1997 Parcel #' 2623049075 Issued: 12/11/1997 kk*k* k• k*** k*' k* A*- k• k• k*' k ,• k• k k' k** A*** k*** k* k k k• A**** k** k*• A• •k*A ** * *Ak * *'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, 2" All permits, inspection. records, ..and approved plans shall be available at the .lob r "tte °prior° to the start ; of , any con- struction. These are to be maintained : and avail- able until final inspection` approval is grunted 3. All construction to,he done in "conformance 'with approved plans and requ cements" of the Uniform B u i l d i n g . .;Code (1994 Edition) as amended Uniform Mechanical Code (1994 Edition) , and Washington State Energy .Code, (1994 Edition)'' 4 MANUFACTURERS INSTALLATION INSTRUCTIONS REQUIRED ON SITE FOR THE-BUILDING INSPECTORS REVIEW: -. 5. Elect,ricarpermit.' shall he obtained through the Washington; StateD'ivision of Labor and Industries and all electrical . work, will be; inspected° by that agency (248- 6630), 6. The ; proposed` A/C unit' capac'i t i es is such that an economizer is required to be installed on` this 'packaged roof top unit. Air *onomizer: shall•. be of automatically modulating outside and :return air 'dampers, to provide '10O.} of the design supply air,;a's outside: air to reduce' or eliminate the need for me cha n i ca,lj cooling. Washington' State Nonresidential Energy Code SectIon 1413.1 & 1;42'3: 7. Airlrroving systems supplying a t'r i'n 'exce s.. of: 2000 cfm to enclosed' spaces within buildings `shall be equipped with an auto masticshii,toff: Automatic shututf shall be accomplished by Inter ru"pt ing the power source of. the air moving equipment .,. upon detection of .w.moke in the main ,supply. -air, duct served:•b; v such ';equ i pmen t , UMC. 608. 8. Any new ductwor located not within the conditioned space' :hall be provided w•ith'`thermal insulation ,of minimum R -7, WA NREC tABLE 14:5. 9, Validity of ` Permit. The issuance 'of a permit or approval of plans, specifications, and computations shall not be con - -trued to be a permit for, Or an approval of, any violation of any of the pro visions of the building code or of any other ordinance of the Jurisdiction, No permit presuming to give authority to violate ::or` cancel the provisions of t h i s code shall be valid. Permit No: M97 -0175• PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME Pernik coorat Copy M97-0175 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE M NOT COMPLETE COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL APPROVED fl APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE-F Gout (cep 56 - 6ucirLc_ Antiett- (,)_„tct i Vr E STRUC W PERMIT COORDINATOR gr TUES/TIIURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVED 11 APPROVED W/ CONDITIONS NOT APPROVED (attach commeats) fl DATE CORRECTION DETERMINATION: DUE DATE DATE DA 11/17/97 DUE DATE 11/20/97 NOT APPLICABLE 1.www•••■■ ,••••••■■■■ DUE DATE 12/4/97 (Ceniftcuion of occupancy required. NOT APPROVED (attach comments) E rock• s:**** k• Akk*** kA** k* kt * k • A • •:kAk * *k;t:1$ k•k t*h,AAkAA ;ITY OF TUKWILA, WA ('\c\"1._ (` -1r 1•ti'.rs11f3MTT r•.%k *,Ak ** * *k*k ' *A*•kk *R *. kA*A.*P. t ;1 . A /0.k**k,A:A•k*N •k **kA4N TRANSMIT Number: R9700690 Amount; 54.69 1.2 /i. J./97 1.1 :21 Payment. Methods; CHICK( Natation:. ComroR r PLUS In i t: JH Permit No: , M97 • -017) Type: I3 -MECH MECHANICAL ICAL. PERMIT Parcel Na: 262304- 9075 Site Address: 6 ,ANDOVER PK( W Location: t 06 - ATRIUM fatal Feef: 54.69 T h i s Payment 54.69 Total ALL Pmts: 54.69 Balance: .0() •k *•* A**: k* **k***.A *b•* * * *AA * * * *is • A k *'kA *" *•1 k,\ *R• * A,A** * * •k ,t *' * k *:%* Account Cade Description - ;00.0/345.030 PLAN CHECK - NGNRES 000/32 MECHANICAL - NQWUI:S Y • Amount: 10..94 43.7! p r ( 1 ,...Y).11, ( Type ofinspection_ 4ee 5/776a iit.)) Date called: Address: ; (095" /A&YEk Pk l'a 5 - 54 Date wanted: p.m. Special instructions: k in t , 77 4 rieL , 1, (1 1 ) n NNy Requester: Phone N : 427 -?s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 im Approved per applicable codes, COMMENTS: Date: r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Inspector: INOECTION RV ')RD Retain a copy with t iermit I I rY)97 -0) PERMIT NO. (206) 431-3670 Corrections required prior to approval. [Receipt No.: Date: � k..,' � `1 r fi frfl Addr s , 1 Date called: Spe&M in tructions: r Ridgy () Date wanted . qg a.m. Requester: �ta(a Id 1_ 9 sq6 INSPECTION NO. INSPEpTION :RE( RD Retain a copy witi,, rmit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: 1 / • Date: (l M .17 -011 PERMIT NO. (206) 431 -3670 14 Corrections required prior to approval. U $42. ' ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Projq�� ' (e 0 V 'T L ° ( S Type of inspQc�tion:_ ` a. . Address: r _ s j� V1 , /..‘ 4" pate called: (Z•( /,2, m 7 r Special instruc an :....._ K� Date wanted: Requester: e - -� Phon o r - 4s/ — 9 No INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: • ` 1 / Allah r $42.0' REINSPECTIO f EE REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: I inspector: INSPECTION RF.RD Retain a copy with ., Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: July 13, 1999 Gerald Ware 6617 South 198 Place Kent, WA 98032 City of Tukwila Department of Community Development Steve Lancaster, Director RE.. Permit Status M97 -0175 • 645 Andover Pk W Dear Mr. Ware: In reviewing our current permit files, it appears that your permit for the replacement of a 10 ton A/C unit issued on December 11, 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. Sincerely, Brenda Holt Permit Coordinator Xc: Permit File No. M97 -0175 Duane Griffin, Building Official John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 November 20, 1997 Planning Division City of Tukwila Department of Community Development Steve Lancaster, Director Files: M97-0174/M97-0175 Contact: Michael Jenkins, Assistant Planner. Tele: 431-3 ( . .A_ Ilvt. a t iz _ 471. _ frtAl t/t(T- eke v - 6LAtki4 6 - z -- /10 TMC 18.50.080 requires all rooftop mechanical equipment be setback at least 10 feet from the edge of the roof. As presented, the plans do not adequately comply with this standard and must be revised. pt.A.AAJ John W. Rants, Mayor • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 . Fire Department Review Control # m q--rp ( 7s City of Tukwila Fire Department +rnv +.f• +^: entr ::s�enn.+ri. «n'r. sr.++x+rvnrx VTLfSaI Thomas P. Keefe, Fire Chief Re: H.V.A.C. at 5 oucQV1 ter cap 5Qu CQT�e - -f31dj '`( Dear Sir: Co J ig-Pk) The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required'. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. 'Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax. (206) 5754439 h: ern: tttr,= c�xMV.` H+ ric°-' ad4�6aY�' xaGwaca' iMt». lnl�lNw.: :gsauMM.�.g City of Tukwila Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance ##1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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, ay The Tukwila Fire Prevention Bureau cc: TFD file ncd .aipnWi,Stt'tSaN.+.+M loketrosmsOgrAliglillf 4' fAI X.ctrAllt5:d, John W. Rants, Mayor Thomas P. Keefe, Ftre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 • 1616.... ;::i. iIIII1 ;.trete • 1111 i I; e i I I ;r`,;:. • 11111111=!ll•I:lil - . _ •' taw ` • rem C= GTh amurior t • ..••■■ir. ; .. • .16111/. 16 1616 ', • .r. SWIM =1 1 MEIN -I ammo same I Grawalig im p 0 .167 i -r - '11"1 November 14, 1997 Mr. Gerald Ware COMFORT PLUS 6617 So. 193rd Place Kent, WA. 98032 Z'd CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 FAX 324 -6248 Re: Southcenter Corporate Square Andover Park West Tukwila, WA. 98188 RICHARD HUDSON & ASSOCIATES, INC, Rick Hudson, P.E. Chuck Morris, P.E. Dear Mr. Ware, At your request, I visited the above referenced site on Friday, November 14, 1997, to review the roof framing for additional loads to be added from new 10 ton roof top mechanical units. The units will be located on buildings numbered 6, and 8. The Southcenter Corporate Square contains 12 separate buildings constructed similarly. As you explained, buildings numbered 1 through 4 were constructed early in 1980, with the remaining building built during the following 4 year interval. The architectural plans and structural plans that you have supplied for our use were drawn at two different time periods. The architectural drawings were drawn for the first set of buildings. and the structural drawings were drawn for the latter set of buildings. The structural roof framing plan indicates a Berkeley roof framing system with 5- -1 /8 "x 25 -1/2" y'lu -lams at 16 on center (oc), with 4x14 doug -fir purlins at 8 foot on center and 2x4 doug -fir subpurlins at 16" on center at the roof top units. The framing changes at one corner of the buildings where bearing walls are used in lieu of the glu -lam beams. At this area 2x10's at 16" on center are used to frame the roof and will provide support for the new roof top units. The units will be located at identical locations in buildings 6 and 8. INICilwo OOSSl GNU NOSQfIH bO :tT PT AON A review of the structural notes indicates that the framing lumber called out is Douglas Fir —Larch No. 1. Based on the above framing condition, the roof joists' have been reviewed for structural adequacy. It is our opinion that the new roof top units can be installed with out providing additional framing at these areas. If you have any additional questions, please call. Sincerely yours, Richard Hudson and Associates William J. I e'd hipke P /E. • oosstl QNb NOSQfH 0 : pT 1.6 , VT AON . RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324.6160 JOB 50 CF.NTEK CORP. SQUARE SHEET NO. OF CALCULATED BY 'r 4 (A t DATE it 141/% __.. tlosanH 9e:rt 45, rS nc*i io •'TG ^+L L.),4s ..._.__. ..._ . . ,ti..... y6 D TCit4 Q.� . UM ITJO C.Lit �`- -RCF.. - -. —. _._ --- -- -.:G.,..3.14..y. - -- ..A. , i . ' ' , r ! t — r 1 I ' ; r I r , 1 "_�j i I I ( ( 1 i i I I _ * a ,r i s i --....--.1.-...1 I i; i 11 • ? • 1 � . 731. i i • I I I 1 1 1 ! r f 1 I i 1 • 1 I I l i l - � -- ` I 1 1 !! • I 1 i I � • 13N1 I 1 ' S • .. , ! I , 1 . I 1 I I I I ' I + I ; i • j i ' I i 3 a."4., MN , ='' - -e... 1- _ ■ ��bIVAL RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324.6160 JOB 50 CF.NTEK CORP. SQUARE SHEET NO. OF CALCULATED BY 'r 4 (A t DATE it 141/% __.. tlosanH 9e:rt 45, rS nc*i RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS • 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 1 : I 4 ! ; I ! • : ; t-4C C,01,1,04163-41,47)11 t I ll ' , • 1 . .4 — ' 4t.te c., • ' , " - . • I CGtitittEMETIL giTkj,_4 . ; • . , Q!) • , — ; - • i• z, I 1 ; , • , ; , 4 • i f f i — L. 6 0 2 I IrCt 1 WA CIL I ••■•■ I 4 I I I I I I , I 'L- i . , • A • .• • • ot• t I i 40B 1 ; t 1- je 1 1 1 -'- . I . rt, , 1 i , 1 , S OUTA CC1IMIL COM SG) Urste SHUT NO CALCULATED EY -14.10 91c0. ; L-. r • • • - ZS 11 ! Et ; • p cie) - 1 - OF DATE 4/TI.• 1 i • t PACTIALL '!RO11 1 FR.4 Ot IA(Ci HP_L_A-M,. 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CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 i 1 I 1 { i' i _ I '' I I 1 -- I � i r ' _.. _ - _- .- - ...4___,........4__ ___ I i 1 I i , t I JOB Card L ?.. �-4 , • SHEET NO OF CALCULATED BY �l_./ �J k' DATE Or/4" o /r 4 � __ � 1 �- i fir! �3 3 � • ,�. � _ j t ..._.1.__.' ._` - _.�_.__..- _ . !t'v t l'.,- I Z , ..--'-.T. ; _ ► 2.-P. ` _ ._ L --- r --i---i.---1.------ r �- _ , ` ; .L..—..1..___4........._ _. _ _ _ 1 _ _ ..L. 1 1 1 , , , i ',A ; . . . I . ' t ', _i___ t t ; i , L__ nth 1 _ .x 78 7 r r Z' 1 1 r . ---± --" ' 1 ./ ( 7— 4‘4-. f 4) Si P.; i sr-- j I i _ 1 _ , • - r -- -iii -= _ I c 1 , I _ _. .. t _}- - . 1 _._. 1 .._ _..� ._.._ L ' i i I — 1 1 I I —_— _^ 1 I E --j•--- ! 1 t t 1 , l 1 I 7 -. - ! i i! 1 1 i }..__ . _1— , +, t i } i 1 t -1 , - !. 1 I I OOSSN cit i HOSQfH ti L :01 LE, PT RICHARD HUDSON & ASSOCIATES, INC, CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. 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I ....--i•...i.7n....■..T I r 1 • , ___,_ _ .1._ . t ---- • • ---- 1 : • I ; --,--..- -- - I ; •!1 , I, 1•;' •,. 1. --- - -- ! -. r • . ..._ 1 1 1 I i JOB r lia eCb#I SHEET NO • Or }f// 119 7 CALCULATED BY • i".t 10t/ DATE •T I 41 , .1- 1 1 z,# t•5"4 I is • ti Table 11 -1 General Data Cooling Performance' Gross Cooling Capacity EER Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity Integrated Part Load Value° System Power (KW) Heating Performance' Heating Models Heating Input (Btuh) 1st Stage (2 Stage Only) Heating Output (Btuh) 1st Stage (2 Stage Only) AFUE ( %)° Steady State Efficiency (%) No. Burners No. Stages Gas Connection Pipe Size (in.) Compressor No./Type Sound Rating (BELS)° Outdoor Coll - Type Tube Size (in.) 00 Face Area (sq ft) Rows/FPI Indoor Coil - Type Tube Size (in.) Face Area (sq ft) Rows/FPI Refrigerant Control Drain Connection No. /Size (in.) Outdoor Fan - Type No. Used/Diameter (in.) Drive Type /No. Speeds CFM No. Motors/HP Motor RPM Low 135,000 105,000 81.0 81.0 1 Indoor Fan • Type No. Used /Diameter (in.) Drive Type/No. Speeds No. Motors Motor HP (Standard /Oversized) Motor RPM (Standard /Oversized) Motor Frame Size (Standard /Oversized) Filters • Type/Furnished (No.) Size Recommended Downflow Horizontal Refrigerant Charge (Lbs of R -22)' *Indicates both downllow and horizontal units. f General Data 81/2 Ton Downfiow and Horizontal Units 10 Ton Downflow and Horizontal Units 10 Ton Downflow aid Horizontal Units YCe102C3,C4,CWL YCt'102C3,C4,CWH YCe12063,84,BWH YC*120C3,C4,CWL vfCa120C3,C4,CWM 107,000 9.0° 3,400/3,000 101,000 9.2° 11.22° 1/2 2/Climatuff rill 9.2 Hl- Performance .375 16.03 2/16 Hi- Performance .375 10.50 2/15 Short Orifice 1/0.75 PVC Propeller 1/26 Directt 7,000 1/1.0 1,125 FC Centrifugal 1/15X11 Beit/1 1 2.0/3.0 1740/1740 145T/145T High 205,000 150,000 166,000 122,000 81.0 61.0 2 (2) 16 X20X2(2)20X20X2 (2) 16 X25X2(2)20X25X2 nivo 125,000 9.2 4,000/3,500 119,000 8.90 12.95° High 250,000 175,000 203,000 142,000 81.0 81.0 1 2 1/2 2/Climatuff 9.0 Hi- Performance .375 14.58 2/16 Hi- Performance .375 11.13 2/15 Short Orifice 1/1.00 NPT Propeller 1/26 Direct/1 7,200 1/1.0 1125 FC Centrifugal 1/15 X 11 Beit/1 1 2.0/3.0 1740/1740 145T/145T Throwaway/Yes Throwaway/Yes (3)20 X20 X 2(3)16X 20X2 (4) 20 X 25 X 2 7,1 /Circuit 6.9/7.2/Circuit 11 7b, urnuwvi.. �wr« r..•.-... w. .`...ror „r..w�.�«....w- .. ..... - _ .. .... .. $ 10 Ton Standard Efficiency Low 135,000 105,000 81.0 81.0 1 125,000 9.0 4,000/3,500 117,000 8.90 13.00 1 1/2 2/Climatuff 9.2 Hi- Performance .375 18.67 2/16 HI- Performance .375 10.50 3/15 Short Orifice 1/0.75 PVC Propeller 1/26 Direct/1 7,700 1 /1.0 1125 FC Centrifugal 1/15 X 11 Beit/1 1 3.0/5.0 1740/3450 145T/145T edium 205,000 150,000 166,000 122,000 81.0 81.0 Throwaway/Yes (2)16 X 20 X 2(2)20 X 20 X 2 (2)16X 25 X 2 (2)20 X 25 X2 8.5 /Circuit NOTES 1. Cooling Performance Is rated at 95 F ambient, 80 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not Include the effect 01 Ian motor heat. ARI capacity Is net and includes the effect of fan motor heat. Units are suitable for operation to 420% of nominal ctm. Rated In accordance with ARI Standard 2101240 or 360. 2. EER is rated at ARI conditions and In accordance with ARI Standards 2101240 or 360. 3. Integrated Part Load Value Is based on ARI Standard 210/240, or 360. Units are rated at 80' F ambient, 80° F entering dry bulb, and 67• F entering wet bulb at ARI rated cim. 4. Heating Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feel. For elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. 5. AFUE Is rated in accordance with DOE test procedures. 6. Sound Rating Is rated In accordance with ARI Standard 270 or 370.. 7. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions, 8. Horizontal models have 9.1 EER, 11.10 system power KW, and 9.3 IPVL. 9. Horizontal models have 9.0 EER and 13.22 system power KW. rOcila.017S All dimensions are in inches. FILTER ACCESS DOOR HORIZONTAL ONLY CURB DIMENSIONS CLEARANCE 36 81% CLEARANCE 48 Dimensional 81/2 Ton Standard Efficiency Data --->10 Ton Low and Medium Heat Standard Efficiency 76 42 AT YPICAL ROOF OPENING 7 /B'DIA. HOLE (UNIT CONTROL WIRES) 2• UNIT WIRES) CLEARANCE 18 HORIZONTAL 36 DOWNFLOW 46% 10 CLEARANCE 36 } All dimensions are in inches. Downflow Duct Connections -- Field Fabricated � " Dimensional 1 /2 1Liii Standard Efficiency Data 10 Ton Low and Medium Heat Standard Efficiency Horizontal Unit Supply /Return 3/ 20 1/16" 18 1/4 • Table 87 -1 Accessory Net Weights (Lbs)za Unit Model No. Econ er Outside Air Damper Oversize Hard' LPG All Highs Lows Roof" Motor Start Conversion Zone Power" Static Static Net Motorized Manual Curb Adder Kit Kit Sensors Exhaust Drive Drive YCD036,048,060C- 40 N/A 32 80 5 5 5 1 N/A N/A — YCD037,049C YCD075C,090C /0 __ YCD061,074,086C,091D,102,120C 35 32 82 5 N/A 5 1 65 2 — YCD1208,150C 40 35 32 165 5 N/A 5 1 75 2 — YCD103 YCD18061,210C 65 60 32 205 5 N/A 5 1 95 2 2 YC0121,151C YCD2408 YCD181,211,241C 80 75 32 235. 5 N/A .5 1 95 2 — YCD3006,301C . 80 75 32 235 — N/A 5 1 95 . — 2 YCH048;060 40 N/A 32 N/A 5 5 5 1 N/A N/A — YCH049C YCH075C,090C/D 40 35 32 N/A 5 N/A 5 1 N/A 2 — YCH061,074,086C,0910,102,120C YCH 1208,150C 35 35 32 N/A 5 N/A 5 1 N/A 2 YCH103, YCH180B,210C 50 60 32 N/A 5 N/A 5 1 N/A 2 — YCH121,151C YCH240B 65 75 32 N/A 5 N/A 5 1 N/A 2 YCH181,211,241C YCH300B, 301C 65 75 32 N/A — N/A 5 1 N/A — 2 NOTES: 1. Used on 1 phase only. 2. Net weight should be added to unit weight when ordering factory Installed accessories. 3. YC*102.300 factory Installed options for economizers, multiply net capacity x .99, EER x .97. For oversize motors, multiply net capacity x .98, EER x .93. This is provided in compliance with ARI certification program. 4. Down(low only, 5. Not available on all models (See fan performance tables for specific models). Table 88-1 Maximum Unit And Corner Weights (Lbs) And Center Of Gravity Dimensions (In.) Unit Maximum Weights (Lbs)' Corner Weights (Lbs) t Center of Gravity (in,) Tons Model No. Shipping Net A B C 0 Length Width 3 YCD036C/YCD037C 782/811 621/651 209/217 158 /159 116/124 138/151 37/36 19/20 4 YC *048C,/YC *049C 811/845 639/672 216/221 159/168 123/131 142/153 37/37 19/20 5 YC*060C,/YC*061C 831/901 659/713 219/230 163/176 126/137 152/170 36/38 20/21 6,61/2 YCi075C/YCa074C 938/956 750/767 238/240 192/199 144/151 176/177 39/40 21/21 7,7%x YC *090C/YC*086C Single Compressor YC *0900/YC>x091D Dual Compressor Weights 982/965 793/777 262/246 203/199 151/151 177/180 39/39 21/21 1044/1057 855/869 297/298 208/214 151/156 199/200 37/37 20/20 81/2 YC*102C/YC *103C 1169/1532 962/1233 329/395 244/326 165/231 223/280 38/43 20/26 10 YC*120B/YC *120C ,,,]„!;41/1191, 1247/984 425/334 331/252 215/171 276/227 41/38 25/20 YC*121C 1891 1523 516 391 266 351 46 29 1215 YC*150C/YCt151C 1599/1915 1300/1547 430/523 342/383 234/271 294/370 42/45 26/30 15 YC *180B/YC *181C 1906/2476 1538/2017 535/693 387/507 259/345 357/472 45/52 29/35 17 YC*210C/YC*211C 1987/2547 1619/2088 553/701 415/538 279/369 372/480 46/53 29/35 20 YCa240B/YC*241C 2415/2645 1995/2188 656/751 503/568 352/373 459/494 53/53. 35/34 25 YC *300B/YCi301C 2525/2650 2105/2191 701/755 537/569 376/373 491/495 53/53 35/34 NOTE: 1. Corner weights are given for information only. 8'fr25 ton unite must be supported continuously by a curb or equivalent frame support. 2. Weights are approximate. Horizontal and Downllow unit and corner weights may vary slightly. #Indlcatee both downllow and horizontal units. CENTER OF GRAVITY WIDTH A 0 CENTER OF GRAVITY 88 ✓l�.L✓iif✓i✓ii ✓� iii viii iii�iiiiiiii�.ii✓i ✓Lill ii ✓ir ✓� ✓i;� {iiiii ✓i iiriii :iii DEPARTMENT OF LABOR AND INDUSTRIES CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A - w '. � . '` 'fir:;• '%'•i 1. L DETACH TO DISPLAY CERTIFICATE . STATE OF WASHINGTON F825. 052 - 000(3.82)