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HomeMy WebLinkAboutPermit M97-0174 - SOUTHCENTER CORPORATE SQUARE• Rd+ urIc 5e Cep ffqT 1--7 City of Tukwila (206) 431 -3670 Cornmunity Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0174 Type: B -MECH Category: NRES Address: 635 ANDOVER PK W Location: BUILDING #8 - ATRIUM Parcel #: 262304 -9075 Contractor License No: COMFOP *064D2 TENANT SOUTHCENTER CORPORATE SQUARE 635 ANDOVER PK W, TUKWILA WA 98188 OWNER LOWE NW INVESTORS Phone: 206 575 -2120 600 UNIVERSITY ST #2820, SEATTLE WA 98101 CONTACT GERALD WARE Phone: 425 251 -9840 6617 S 193 PL, KENT WA 98032 CONTRACTOR COMFORT PLUS Phone: 206 251 -9840 PO BOX 913, KENT WA 98032 ********************************************* * ** * ** * * ******** **** * * *** * **** Permit Description: REPLACE ONE 10 TEN A/C UNIT WITH A/C 10 TON GAS PACK. ' UMC Edition: 199.4 ** * ** * Perm t enter ori zed Signature Date 4,1 Valuation: Total Permit Fee: *******************************.** * * * * * * * * * * * * * * * * * * * * * * ** * * * * *** 614 -- 9,7 Status: ISSUED Issued: 12/01/1997 Expires: 05/30/1998 13,500.00 54.69 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. Signature: ►� Date :11 ^�� Print Name:_[tt 1„s Title: 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. Project Name/Tenant: or a r -e Val of Constru - (o a-- Ilia cleemok."► SOc,► t')C _ _r- SitQ Address: «t. ` •• City State /Zip: i`j • Parcel � rrjT/fii# Property Owner: )-..t\J Phone: Street Address: City State /Zip: - v k, U N \ 4. S -"CTS, Fax 0: Contact Person: VI No. Phone: Street Address: Cit State /Zip: Fax it: Contractor: C.'N m -.',Q--7 P x,■5 0 Sewer Phone: Li P.,S - -.51- t3 `F O S)re9t Address: bb V-1 .. ©�. \ ?1 City State /Zip: y, T �iZ>b: Fax #: 1 -‘2,t-, - 'S l - ° 1.F'?� Phone: Architect: Street Address: City State /Zip: Fax #: Engineer: , Street Address: City State /Zip: Fax it: MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE. FILLED OUT BY APPLICANT) Description of work to be done: RQ PI,fl-C LID \O "K f r... l.V1• va77 ft \'b 'C -- t : c=,rk. � Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El 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 El Demolition ❑ Fence Mechanical El Manufactured Housing - Replacement only El Parking Lots El Retaining Walls El 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 CITY OF T''KWILA Permit Center ` 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 F • TAFF USE ONLY 'Project Numtieri Permit 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. APPLICANT REQUEST. FOR MISCELLANEOUS PUBLIC WORKS PERMITS El Channelization /Striping ❑ Flood Control Zone El Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt it El Water Meter /Permanent It ❑ Water Meter Temp it ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing El Sanitary Side Sewer II: El 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: El Moving Oversized Load /Hauling 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 application accepted: ♦ i MISCPMT.DOC 7/11/96 Date ap.licatlon x• Tres: Application taken b : (Initials) BUILDING OWNER OR AUTHORIZED AGENT: SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW O Signature 4�rd �Fl . 0 Phone: �1 City/State/Zip: Date: \ \� \k 40 -. \��` _e Fax �v�1" °\ S tY - Print name: r�R`FF- O Address: S c ` �\ \\...2„. P ^ \ O� ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: ➢ . ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLATS 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. v.,_. b • MISCPMTiDOC `''7/11/96 SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW O 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 Submit checklist No: M -9 0 Antennas /Satellite Dishes Submit checklist • No: M -1 0 Awnings /Canopies - No signage Commercial Tenant Improvement Permit Bulkhead/Dock ' : Submit checklist No: M -10 0 Commercial Reroof Submit checklist No: M -6 ri Demolition Submit checklist,: No: M -3, M -3a cl Fences - Over 6 feet in Height Submit checklist No: M -9 ri Land Altering /Grading /Preloads Submit checklist No: M -2 J Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 El Mechanical (Residential & Commercial) Submit checklist No M -8, Residential only - H -6, H -16 i n Miscellaneous Public_ Works; Permits Submit checklist No: H -9 i n Manufactured Housing (RED INSIGNIA ONLY). Submit checklist No: M -5 0 Moving. Oversized Load /Hauling Submit checklist No: M -5 ® 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. El 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 ➢ BUILDING SITE PLATS 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. v.,_. b • MISCPMTiDOC `''7/11/96 CITY OF TUKWILA Address: 635 ANDOVER PI •W • Permit .No: M97-0174 , Spite: BUILDING #8 - ATRIUM Tenant:'SOUTHCENTER CORPORATE SOUARE Status: ISSUED Type: Applied 11/17/1997 Parcel 4: 2623049075 Issued: 12 kkhA*4***************k*****Icick*********k****1tA********A.***4k****kk***4k* Permit Conditions: 1 No chang,es will be made to the .plans unless approved by the Architect or Engineer andtheJukwil46.01ding Division. 2...All permits, inspectiopreCO0,2.andapProve0 plans shall be 'available at the iob-:eite to the"Start'Of,any con- struction. Thesp are to be maintained and avail- able until fipalispeCtit* apProval is grented'. 3 All constructlon to be done in COnfOrmance:WAth apOrpved plans and ,requireMentSof the UniformBuildifigCode U994 Edition) MeohaniCal .Code (1994..EditIon), and Washington State Energy Code (1994 Editton) ., 4 MANUFACTURERS iNSTALLATION INSTRUCTIONS REOLIIREDON ITE FOR THE BUILDING INSPECTORSREVIEW'.' 5. Proposed A4:packeged unit,'cooling'Capacity is such that econOMIZer required to be : installed with this unit Air economizer shall be 0:,,automatically.,modulating outsideand return air damper. t64ovide design supply ',.air as outside air:. NREC 1413.1:21.1423 6. Air'40ving svitems: .supplying:aiy In exCess'of 2000 ofm:to • encro,sed.,spaces'.:withinbUif4ings' ShalI/be equipped with an a utomatic shutoff.. ,Automa0Cc he accomplished,:: by i,n We_pdwer , s.Ource �f the air moving equipment upOti, detection of; :smoke ir the ma in-suppiy air duct serVed by Spch.equipment. 7. ElectOcey shall be obta4ned WashingtOn Stat*jDiVts Of Labor and Industries and al.1 work*i by that agenCy 1248-6 8. ValiOtY of Permit, The issuance of a permit,Apr, approval of plans, specifications, and computations hall hot be con- strued to be a''permftfor, or an approval of any violation of any of the OrOVisions,of the building code or .0'.any- other ordinance0 Jurisdiction- No permit fpresuming to give authority to violate or cancel the provisions of this code shall he valid . „ ACTIVITY NUMBER PROTECT NAME P • ' TMENT: 1 G DIVISIk ��- a 2 C WOR r K � S COMPLETE COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F • Pxmi±C' REVIEW / ROUTINIP M97 -0174 FIRE PREVENTION C DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 11/20/97 NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS hC • a , C `-' DATE APPROVED El APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) 0 DATE DATE fn3 DATE 11/17/97 PLANNING DIVISION P " -`-R PERMIT CO COORDINATOR NOT APPLICABLE C DUE DATE 12/4/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy requited. Account Cpde 000/345.830 000/322.100 ` kA+***A+*h+*+«**k++*A+k«� + +t***A+*+**t+A [TY OF TUKNILA, NA TPANSNIT A*+haA****++A*h+***«++*+w*r+K+' ++**A+( +^ A ++ Akl+*+k+*irsioAo++ IRANSN%T Number: R9700605 Amount: 54,69 12/01/97 11:14 Payment Method: CHECK Notation: COMFORT PLUS Init: KJP Permit No: M97-0174 Type: D-MECH MECHANICAL PERMIT Parcel No: 262304-9075 Site Addreas: 635 ANDOVER PK N Location: BUILDING 08 ~ A!RIUM Total Feea: 54.69 Thi$ Payment 54.69 Total ALL Pmts: 54,69 Balance: °OO kO*+a**+^/e++^a+k*A*++4*++k*+^*%%+a* cri|tiun Amount N CHECK - NONRES 10.94 MECHANICAL - NONRES 43.75 6392 12/02 /717 TOTAL 54^69 ^` • � ' .. �'� �� ` / �� `.'. ' foject: A..)..)-iirit')Z-R Coep ,26 NieF Type of inspection: , 7,1r;oiq ' ) 101 10).4..) A.) Address: Atahvbe a( LA) Date called: Special instructions: 77) 1:Ite5 11W1Y _ Date wanted: S'' ' .m. Requester,1 ( irMI Phone No.: 4/? S 7s - 4s44 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Receipt No.: wv•ifortimatwfrow.osr INSPECTION REr1FID Retain a copy with- I I M97 -6/7 PERMIT NO. Date: (206) 431-3670 Corrections required prior to approval. ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, • . • • oject: r i Typ tiny . �� .: r rrr w Addres s pip (1 Date called• ✓ � ' .... a Special instructions: - t - t'l.e DePi 5ckP L tf2d '( 1 3tl m Nac - 9 .. Date wante „Is a.m. Request . " ' ra ion. : r 51" CITY OF TUKWILA BUILDING DIVISION INSPECTION INSPECTION°R "ORD Retain a copy wit rmit Approved per applicable codes. COMMENTS: ' l n' PERMIT NO. Jy . 6300 Southcenter Blvd., #100, Tukwila, WA n t' . Corrections required prior to approval. Li $42.00 REI,NSPECTI • FEE REQUIRED. Prior to inspection, fee must be paid,at• 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ct:� + 0 ` _ ��� � Type of irspect Addres �� r e _ 0 AV k) Date called: ( 7,iis �` r Date wanted:1tZ, / � 7 ( ! a p. Special instructions: r7' 1 r Requester: tiv � Phone f�O _ z :r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: I I INSPECTION REf l,RD Retain a copy`with.,..ermit C PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: July 13, 1999 Gerald Ware 6617 South 198 Place Kent, WA 98032 RE: Permit Status M97 -0174 635 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 1, 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 igyat/-t_ 4,04 Xc: Permit File No. M97 -0174 Duane Griffin, Building Official City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 41313665 • 1 i 941 91 Fire Department Review Control # flq` -i-O Re: H.V.A.C. Dear Sir: City of Tukwila Fire Department rv .... * , ,Ds1 .'!a:h." an0e r. . Y;. . ...iut. . Mw S AN: sr ,"N :.S;My,:!0 • .:" MIA .'M 41';Veil hnh re!y wot - cQn +er Corp � u fr r ‘CXC3 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA - 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, The 'Tukwila Fire Prevention Bureau cc: TFD file ncd .,. v,. r. �«.. ..0..n.. r.1100.rc.xow.1..1.x0n , w. tsW1.eH•r„wr. , o , John W. Rants, Mayor Thomas P. Keefe, Fig Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 November 20, 1997 City of Tukwila Department of Community Development Steve Lancaster, Director Planning Division Comments Files: M97- 0174/M97 -0175 Contact: Michael Jenkins, Assistant Planner. Tele: 431 -3 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. 2/ I 9 , 7 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431-3665 November 14, 1997 Mr. Gerald Ware COMFORT PLUS 6617 So. 193rd Place Kent, WA. 98032 Re: Southcenter Corporate Square Andover Park West Tukwila, WA. 98188 2'd O RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 FAX 324 -6248 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" 41u-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. jyiqi orV1 OOSSd ONO NOSQIIH 00:P1 26e 1't 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. hipke 00$sd QNd HOSQfH SO:PT 1.6. Ot AON . , .. . . - . . . . . . . • . . • . . . . . .... 10 ..Tc=4,4 LTV-N.4E A1 ........... . : 0. MUT TO CJIRE__<._ I . !: ! . : i ' , . 1 . . . • . , . I . • ! ' . 1 . . ; . i . . ,. . ._:.,--...... • . • . . • . ' -J---1- . I ! I 1 ' ' ..A . . • T • ! • i • : . . -....-...-.-.. t'l : - 7 1 ■ • ! I • f • ' i 1 . I ; • i ; i • : i . f . • - .--...... -...-- I . , ' • ' 1 1 - ' .____ . - 1 - ■ s : /. 1 i . ■ I i • ' i ' 1 1 i . • :, I s 1 1 r_ _ *L & I a k i i ! 'MP t O i, -.... 1 ___ 1 . ....._:_..... 1 i 1 _ ■ i. , . . L________.. mo s_ ui.i....L I : • i 1 --,---- A I I 1 I 1 1 1 . 1 1 • 1 I I I . 1 I i . i , , 1 , .i , • . , .• 7 I 7 i :-• a.. E ■ ; . , 1 ,• I 1 1 Al 4 h i katistturza;, . All . I 1 1 ,..•..„„„,,......,........... , • r- 1 1 , 1 tk).44 i • " I I, o , . ! 1 _ ; 1 • i :" i i I I 1 . ' • i : ""'"'"'"•'''llb ,--4t--+; : doll 1 43411 fj" - ••••T .. ..-. 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JQe C rc�� e s K ,1 .(q. e CONSULTING ENGINEERS SHEET NO OF 1605 12TH AVENUE • SUITE 18 CALCULATED BV 0 j 141 DATE /l f 9' SEATTLE, WASHINGTON 98122 206.3246360 _. .. it ...4 °Q' ' ,tt) e rt to e. 1 i S 4/04,_ �� 1 r i e. L_ p2 0 1 I I i I . i ■ 2. I . I 1 i — TT — ; •1 1 T i 6 . , - i i { r t I . I l 1 . - - - -- ... _ 1-d _ 1 —� -j _ . F - Y � _ _- •- { _ _ ' .__; __ �.._�_ -t _ 1 .___ _. ,.- __ T x__.1!___1. ' I i J. r t .. _ i ... ' .._ — � _ ! ■ I 4 ...».� ._..- .. .. -. __.. ! i 1 , 1 i 1 : , r- -� I t it 1 I I I I ! i .. . I t , 1 .._ _ , __�._.. �... _ _i. �_ I i L..•_L._. - I i � �. I . I 1 1 { ! OOSSN QNN NOSQIlH S t : b Z 461 VT AON • RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206-324.6160 1 \th 1 ' 2 I 1 • i t 1 4 - 71 7 T I — ir FioL .L ___1,•_—L• ' --4 ifvf _tL _J_ij I _ 7 1 .1- _L JijL 4L. Cfrili .1. M tjrt • I ..... _ • .. •, • . 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W 1 1 -4- r .1StO agt7 i_ C . gg I .• i c i 1 1 I 1 I 1 ■ i , 1 , -4 1 5 ; 1 1 r '. - • ___,_ i 1 - I • • 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./Typo Sound Rating (BELS)° Outdoor Coll - Type Tube Size (in.) OD Face Area (sq ft) Rows/FPI Indoor Coll - 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 Downilow Horizontal Refrigerant Charge (Lbs of R -22)' *indicates both downflow and horizontal units. 81/2 Ton Downilow and Horizontal Units 10 Ton Downilow and Horizontal Units 10 Ton Downflow d Horizontal Units YCs102C3,C4,CWL YC*102C3,C4,CWH YC #12083,B4,BWH YC*120C3,C4,CWL Crr120C3,C4,CWM 107,000 9.0° 3,400/3,000 101,000 9.2° 11.22° 1/2 2/Climatuffe 9,2 Hi- Performance .375 16.03 2/16 Hi- Performance .375 10.50 2/15 Short Orifice 1/0.75 PVC Propeller 1/26 DirecVi 7,000 1/1.0 1,125 FC Centrifugal 1/15X11 Belt/1 1 2.0/3.0 1740/1740 145T/145T C General Data High 205,000 150,000 166,000 122,000 81.0 81,0 2 Throwaway/Yes (2) 16 X 20 X 2 (2) 20 X 20 X 2 (2)16X 25 X 2 (2)20 X 25 X 2 7.1 /Circuit 1 1 125,000 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 DirecVi 7,200 1/1.0 1125 FC Centrifugal 1/15 X 11 Belt/1 1 2.0/3.0 1740/1740 1457/145T (3)20X 20X 2(3)16 X20X2 (4)20X25X2 6 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 /ClimatufI 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 DirecVI 7,700 1/1.0 1125 FC Centrifugal 1/15X11 Belt/1 1 3.0/5.0 1740/3450 145T/145T Throwaway/Yes Throwaway/Yes edlum 205,000 150,000 166,000 122,000 81.0 81.0 (2)16 X 20 X 2 (2)20 X 20X 2 (2)16 X 25 X2(2)20 X 25 X 2 6.9/7.2/Circuit 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 of fan motor heat. ARi capacity Is net and includes the effect of fan motor heat. Units are suitable for operation to s20% of nominal dm, Rated In accordance with ARI Standard 210/240 or 360. 2. EER Is rated at ARI conditions and In accordance with ARI Standards 210/240 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 ARt rated cfm. 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 feet. 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 lest 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. mqi-o AD dimensions are in inches. FILTER ACCESS DOOR HORIZONTAL ONLY 46!4e CURB DIMENSIONS 816 CLEARANCE 48 Dimensional 81/2 2 Ton Standard Efficiency Data —>10 Ton Low and Medium Heat Standard Efficiency 42 SO' CLEARANCE 36 4, / NPT CAS INLET 87 7 /8' 6 3/4' 8I ° /e 76 T YPICAL ROOF OPENING 42 81 CLEARANCE IS HORIZONTAL 36 DOWNFLOW I`6 7 /B•( HOLE CONTROL WARES) 2' ?IA. HOLE (UNI POWER WIRES) 46% AS 1/2' 14 46 ' CLEARANCE 36 Data All dimensions are in inches. Downflow Duct Connections -- Field Fabricated Dimensional 8 1/2 can Standard Efficiency Horizontal Unit Supply /Return Ton Low and Medium Heat Standard Efficiency 77 if/2 • • Table 87 -1 Accessory Net Weights (Lbs) Econ er Outside Air Damper 4" Oversize Hard' LPG All Highs Lows Unit Root Motor Start Conversion Zone Power Static Static Model No. Net Motorized Manual Curb Adder Kit Kit Sensors Exhaust Drive Drive YCD036,048,060C YCD037,048C 40 N/A 32 80 5 5 5 1 N/A N/A — YCDO75C,090C /D q0 35 32 82 5 N/A 5 1 65 2 _�YCD061,074,086C,091 D,102,120C YCD1208,150C 40 35 32 165 5 N/A 5 1 75 2 YCD103 YCDI608,210C 65 60 32 205 5 N/A 5 1 95 2 2 YCD121,151C YCD2468 80 75 32 235 5 N/A 5 1 95 2 YCD181,211,241C — YCD3008,301C 80 75 32 235 -- N/A 5 1 95 — 2 YCH048,060 YCH049C 40 N/A 32 N/A 5 5 5 1 N/A N/A — YCH075C 090C /D YCH081,074,086^ ^^•^ 102 1200 35 32 N/A 5 N/A 5 1 N/A 2 — YCH120B,150C YCH103, 35 35 32 N/A 5 N/A 5 1 N/A 2 — YCH 1808,2100 YCH1 21,1510 50 60 32 N/A 5 N/A 5 1 N/A 2 — YCH246B YCH181,211,241C 65 75 32 N/A 5 N/A 5 1 N/A 2 — 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 codification program. 4. Downflow only, 5. Not available on elf models (See fan performance tables for specific modals), 87 Tons 7,7'/ YC*090C/YCa086C Single Compressor *indicates both downftow and horizontal units. Weights CENTER OF GRAVITY WIDTH A 0 CENTER OF GRAVITY CENTER OF. GRAVITY LENGTH Table 88-1 Maximum Unit And Corner Weights (Lbs) And Center Of Gravity Dimensions (in.) Unit Maximum Weights (Lbsr Corner Weights (Lbs) Center of Gravity (In.) 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 *0600,/YC *061C 831/901 659/713 219/230 163/176 126/137 152/170 36/38 20/21 6,81/4 YC *075C[YC*074C 938/956 750/787 238/240 192/199 144/151 176/177 39/40 21/21 982/965 793/777 262/246 203/199 151/151 177/180 39/39 21/21 YC*0900/YC #0910 1044/1057 855/869 297/298 208/214 151/156 199/200 37/37 20/20 Dual Compressor 81 YCIr102C/YC*r103C 1169/1532 962/1233 329/395 244/326 165/231 223/280 38/43 20/26 ---hp 10 YC*120B/YC*120C 1546/1191, 1247/984 425/334 331/252 215/171 276/227 41/38 25/20 YCd121C 1891 1523 516 391 266 351 46 29 121 YC *150C/YC *151C 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 29/35 171/2 YC *21 OC/YC *211 C 1987/2547 1619/2088 553/701 415/538 279/369 372/480 46/53 29/35 20 YC *2408/YC *241C 2415/2645 1995/2186 656/751 503/568 352/373 459/494 53/53 35/34 25 YC*300B/YC *301C 2525/2650 2105/2191 701/755 537/569 378/373 491/495 53/53 35/34 NOTE: 1. Corner weights are given for Information only. 81/2.25 ton units must be supported continuously by a curb or equivalent frame support. 2. Weights are approximate. Horizontal and Downflow unit and corner weights may vary slightly. q I I tiktc • Homillwitt I I I i i I I I : 01 I Il1I'1 ='li•011 I S I!It111Ii „I • 1 il 1?11 I I I 11111111 111111 i!iilila ... QC: _;1 • ...i..� IIIIIIIIIIIII IMMO .M_M.111•1=11 WIN 11111111111OPM111111 MM. w MIND emilsms ••1•11.M.• •r1• p ■i ' ' iii 3 , t;' . ....Ms ••••• • =I mid anmi '" 1 emisi amine • • coml 41111111110 I • • • g I = 1 • ast..4• �• ewer I • .off • IMESIO mow II Mina MMMMM� � . �I 6•••••• • NM” I `I: / / /f�ii ji //� i/ /i /i/ /// iiliiii� viii / /iii ��✓I'ii /i rill iiiii��(i / /ii iJ/ ' DEPARTMENT OF LABOR AND INDUSTRIES : ?HIS C��IT,IFIES THAT THE P r NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ' n •�;..:« .. •jyy el Imo= L DETACH TO DISPLAY CERTIFICATE_? STATE OF WASHINGTON F625- 052.000(3.92)