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HomeMy WebLinkAboutPermit M98-0172 - GART SPORTSMC 7Z City of Tukwila ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M98 -0172 Type: B -MECH Category: NRES Address: 17450 SOUTHCENTER PY Location: Parcel #: 262304 -9079 Contractor License No: MACDOM *248J9 TENANT GART SPORTS 17450 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206- 575 -8090 C/O TRAMMELL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 9818 CONTRACTOR MACDONALD MILLER CO Phone: 206 763 -9400 7717 DETROIT SW, SEATTLE, WA 98106 CONTACT JESSE MONTEZ 7717 DETROIT AV SW, SEATTLE WA 98106 ******* k************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: 5 ROOFTOP GAS /ELEC AC UNITS, DUCTWORK AND GRD'S AND T- STATS. 6 TRANSFER, FANS - 2 GAS UNIT HEATERS WITH THERMOSTAT CONTROLS - 2 EXHAUST FANS;. UMC Edition: 1997 MECHANICAL PERMIT Valuation: 155,000.00 128.31 Total Permit Fee: Status: ISSUED Issued: 10/16/1998 Expires: 04/14/1999 Phone: 206 - 768 -4288 ************* i******************************* * * * * * * * * * * * * *' * * * * * * * *. * * * * ** ** Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority{to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this bu Signature: / -- ( 4 —Z Date: A e Print Name: >c�. , ii i Z- Title: 42a '1 e,_-- 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. Project Name/Tenant: Value of Construction: $ 15 boo Tax Parcel Number: z‘ z. 3 o'J / Phone: 5b3- Gq ! - Qsdo Mg-Kul#? 5 'r r- / Sf'OZ Site Address: City State /Zip: 11 4 56 Sou t "p&Ku?ph' - tu.kw iLA 113A 98188 Property Owner: 61 'Pa 14.to. Street Address: City State /Zip: 712 q0 Sw MO IA/kw V - liatluTru a re. 4706, z. Fax #: Contact Person: SEsSE- IN1oNAaz Phone: 20 6 - 7615 -4z8 >3 Street Address: City State /Zip: 77(7DG TIc AQ E Ski-1, S EA 1- • �A V310(;) Fax #: Zo6-744- Contractor. I r - l -e r Phone: 2e6 76 V - zf2We Street Address: City State /Zip: '7 71 ? "D ,f 4 ie Sen44 c..l& t gl ob Fax #: ZO6- 768' -4Z8/ Architect: 9E _ .gct-4 I IJC Phone: 343. 2Z0 - Syjbd Fax #: 6 Street Address: City St to /Zip: (DTI S • !b La a..a44, BLv J 5 L Zo der CAL.. &VII Engineer: AeS Su-LA :t c. Phone: 303- 6z3 -6Zoo Street Address: City State /Zip: I 7aS kte. 2.� Q p c,0l�s1 , Su`Lk_ 400. DeNaer(>e(o. Bolo4 Fax #: MONTHLY SERVICE BILLINGS TO: Name: I Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby ❑ Demolition Q Parking Lots ❑ Temporary Facilities Name: Address: MISCPMT.DOC 7/11/96 CITY OF r' IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE. FILLED OUT BY APPLICANT) Description of work to be done: c4 • /i Geo. 0- l - e- w ! - D' S ..4 T STA , Pf r` f _ 9 c '4 a - /JAS u.4. -J iLe Lo• - 44-6"4,4#.4.4.2 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a-no Attach list of materials and stoma a location on separate 8 1/2 X 11 paper indicatin uantities & Material Safety Data Sheets 7 Above Ground Tanks t_1 Antennas /Satellite Dishes ❑ Fence ❑ Retaining Walls ❑ Tree Cutting APPLICANT REQUEST 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 cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing Cl 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 WATER METER DEPOSIT /REFUND BILLING: ❑ Bulkhead /Docks Commercial Reroof © Mechanical ❑ Manufactured Housing - Replacement only ❑ Temporary Pedestrian Protection /Exit Systems 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: Date application expl es: Appllc ken by: (initials) BUILDING OWNER OR AUTHO D AGENT: 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 Signature , mil) I Date: Li.. 9 _ ci 1 Print name: (kr J � I 0 ' I Commercial Tenant Improvement Permit house. -9 se _ � y 0 I Fax #: Address: - 7 - 1) i A r l k' .6 sc o City/State/Zip: .Sn c,.-1 -r 1/4-2 1-J A 9 SY G Cv 0 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 - 0 0 • Antennas /Satellite Dishes Submit checklist . No: M - Awnings /Canopies - No signage Commercial Tenant Improvement Permit Bulkhead /Dock . Submit checklist No: M -10 0 Commercial Reroof • Submit checklist No: M -6 0 Demolition •Subnlit•checklist No: M -3, M -3a 0 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: -17 Mechanical (Residential 4 Commercial) Submit checklist No. M -8, , Residential only - H =6; H -16 Submit checklist No: H - 9 0 Miscellaneous Public Works Permits Manufactured Housing (RED INSIGNIA ONLY) Submit G,hecklist No: M - 5 0 Moving Oversized Load /Hauling Submit checklist No: M - 5 0 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 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 AL L MISCELLANL•DUS PE' ' IT APPLICATIONS MUST BE SUBM ED WITH THE FOLLOWING: ➢ •AIL "L IiRAWINbS SMALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ bUILDING SITE P LANS 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 Address: 17450 SOUTHCEWER fY Suite: Ten'ant: 6ART SPORTS rype: B-MECH Parcel #: 262204-9079 Status: - .P.iSJEO Applied: ;9"/i 99 Issued 10/16/1998 7l**4*AitAA*A*AA****A0.7k****AA4)■AA*4.*Itit4I'iAk.AAA.-0.****4*41c-41V/i*A*****Alk—A* Permit Conditions: 1„ 14o changes will be made to the plans unless approved by the Architect or Enginer t'old'the_IMMAjailuOding 'Division. 2. All permits, inspectiqm-7:r60,4hil;:i4Prl-oyed plans shall be available at the .;9y to &ny con- • struction. Thes,0:4:6 tobe maint'OV$4,and avail- . Able until fihziTyjhspecOp'n , "appro41 is p;i —_, ..). All constructfOii tcl :be'':000 inconfOrmanOwith4b4o,ved .., .•:. plans andredUirements,,cif the . 111for6 13u11 dInaCade'(1,997 Edition)/aSvamende and WashAngtpn State Energy Code EditionY., 4. MANUFACtURERS 'INSTALLATION INSTRUCTIONS REoUIREb,WsIfEi ..,. , , FOR Thic,,011ILDING INSPECTORS' REVIEW'Y... 5. Plumbi:ng piermits:shall' the teatt'll:Kin • Coun of.R4blic HeaTt. Plumbing WI 11 6*,:-: . . inp*ptoiliyt11 agen'ty, inCliidingall gas piping, (29,647U)...::: '"- •,,••, ,:,...,,v.;,' ,., - 6. Ele,4rical'permits,shall,..bel.'obtainad'rthrougb the WaShi'ng.t,on 7. Reactily"a6Cessible.46CeSsjbd\roofmounte0-equipmenOs worilewill be inspected by ; :tbat[ligeric ' 248.46630Y. State Division ofabOr Indus Aiand;Oe andall ele s!c rt:: . ''' ' 0- , , , ,, .. , 10 •,,,,, 3. Va 1td i 0'"df: Perm i '',-.' The i ilatce perm i t or a pPro.Va1 r e qui rec1: : -,, ,-,,, / ::,„,•-„,' ,, . \ :., _, ,) ..• • • ,• , , , ...,,.,. plals, sPedl coMputat4onkshall not be 'on- . • .;,:,, , 6 , , • ,r'.- str ue4. bo,..tbe atpermit for, or inV,appfovel'df any .0o of 41.1Y of the Provisions of •thebufiTOTng_codeoro a . • , ., nY , otherAdrdl the jurisdicbton. 'Mdclei*ft'OesUMTri9 givei4hdr'ity eo:Niolate or ca0et th* O'rbvtSipils of this code Shall be valtd • . '" ,.••.. , . .,,- ..,,,,,,. , t CITY OF TUKWILA Permit No: M98•0172 ACTIVITY NUMBER: PROJECT NAME: GART SPORTS DEPARTMENTS: Bug Division gl -1 uJ 2, to-(s-co Public Works11 j TUES /THURS ROUTING: C COMCI4 PLAN R�W /ROUTIN / SLIP M98 -0172 Original 'Plan .Submittal `` Response..to Incomplete Letter Response to Correction Letter # Revision # After Permit'Is Issued 61 Fire Prevention AV, 1- Structural nl, DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete DATE: 10 -13 -98 Planning Div ipn Permit Coordinator R DUE DATE: 10 -15 -98 Not Applicable n Comments: Please Route [] No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -12 -98 Approved El Approved with Conditio JPR•ROUTE.DOC 6/99 n Not Approved (attach comments) El REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved El Approved with Conditions Not Approved (attach comments) El REVIEWERS INITIALS: DATE: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: Nana PLAN CHECK/PERMIT NUMBER: ► I 1 qg- 0 1 ( 2- PROJECT NAME: Ci6 ('1" PROJECT ADDRESS: l `7 f5() ✓ bc-e /f) ( �Y CONTACT PERSON: -.56P M 14,# c.� PHONE: Zee - 76f - 1 4 Zd' � REVISION SUMMARY: Ac cle 404.4 6 S,4 h2 J SHEET NUMBER(S) RCCCIVCD CITY OF TUKWILA OCT 1 3 1998 PERMIT CENTER SUBMITTED TO: "Cloud" or highlight all areas of revisions and date revisions. `Public >Works 3/19/96 DEPARTMENTS: Building Division Public Works ?emtZ (.co( C� ij � PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: MIS 0112. DATE:440g8 PROJECT NAME: Original Plan Submittal Response to Correction Letter # (ijf 5r*s Response to Incomplete Letter Revision # After Permit Is Issued Fire Prevention 5(1 Structural [ 1 DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 t o Complete _ I Incomplete � awl,' Applicable Comments: L-(4 6 n ((� nitiV16 l I Ca-111 V l�) TUES /THURS ROUTING: Please Route — No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) Planning Division Permit Coordinator REVIEWERS INITIALS: DATE. DUE DATE: 10"618 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE' Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 Project: �..( S T .e of ins • ectionn Addres .S9 u.rr^(�... D ate cis �: �� 0 0 Special instructions: . Date 1,734171 a. p.m. Requ�s r. _ Pe v ° pc (pl 14 Inspect 11 proved per applicable codes. INSPECTION RECOR Retain a copy with pek . ,t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA)3188 Corrections required prior to approval. Date: Date: flqi 01'7 PERMIT NO. 6) 431 -3670 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Project: 62./A 5 Typef inspect n I Address: 17tico cou.f( -c k, Pr Date called: I ( AD.- p.m. Special instructions!) F(✓ f ( 0 �/ ./€�� �¢� �1 l U, Date wanted g I / 4 fit Req sjer: P(,.,,. "Inc. 6 1/4 1 ��1 ."4�kt+y!��+X:�i,��' + ^•`�lx- '~ ��t: �t' a cw.; ` i�' �n ' �'.. � 4 �`" �ib7'i'i?��{'- '''L':�C'?'L"�f INSPECTION RECOFFIN Retain a copy with pe _;'t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Inspe Approved per applicable codes. COMMENTS: S Al_ o� `r�E.s 1 I- rQef-Of72 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: ti 9 42,00' - EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, CaII to schedule reinspection. Receipt No.: Date: II Typq of ins ectio M n .Q �..0 e 0 VP v PAS Address. s. Address. 1745b Souk k&L,-.4c-f- P Date cql ed: I 1 2 q8 r p . m : Special instructions: /7 Date �a 3 : qS ` Requester: TT ►'O Phone ft'. � — s (/I ci INSPECTION NO. INSPECTION RECO�� M5 Retain a copy with pe PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 )- (206) 431 -3670 proved per applicable codes. COMMENTS: Date: Corrections required prior to approval.. S42. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Date: Project (;a4 f S Type of i�sP ectio n M9 c t ' Q.,- 0t c.-V lnStde Address: 174S0 Sou 16tCaki Pr Date called: /o 2 I c Special instructions; 4.1 2 :?2,9 `/ _ —/e={ —sr- Date wante • , 4 ; 2 g /A131 a.m. 0. Requester, Phone / Or bO 2 S COMMENTS: - Ore— - - _ -1 _ -O — <I - &—___.52t:tnA_____iiggA i ' 5 _ —/e={ —sr- , , t 7 -' , 4 , 4 ; 2 g /A131 INSPECTION RECO ' ' Retain'a copy with pe ,.w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Receipt No.: Date: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Ins•�•� $42. •fREINSPECTION FEE REQUIRED. Prior to • spectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. 2. 2 NNW Project Name Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature 157 : 7 7777777Mrpumpmw City of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Grkc \ ..9z4141\oviccr- s ?`" i t Retain current inspection schedule Needs shift inspection Approved without correction notice X Approved with correction notice issued "'sgisgertg" John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. rn ciS 00 ? Suite # Date Abct) T.F.D. Form P.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 e Fax (206) 575-4439 (ceouni; Code ()00/34583,0 0'00/322.100 Description PLAN CHECK - HQMKES MECHANICAL - NQNRES E•k*A ** *•A * * **A* *•.4 **A *:1 * * * *•k•4 ** ***•* hA*• l•A * * * * * *A•4.4 *k * :4 ** * *h•A CITY OF TUKWILA., WA ,. ' ** *4* *1:**4 * * *N*A * * ** * ** *A *A * **••k A*A*:Ak•A *A*A •k•A *A* * * *A* TRANSMIT Number: R9700C49 Amount: 128.31. 10/16/98.16:13 F vrnent. Method: ,CHECK Notation: Mr'1Ct)ONALD MILLER Xnit ULH Permit NOA M98•-0172 Tune: f-MECH MECHANICAL PERMIT Farrel No 262304-9079' S i t e Address: 17450 SUl3THCtiN1 Elt ,P? Total 1' eey : 128.31 This Payment 1218.31 Total ALL Pmt$: 128.31: Balance: .00 ** A****** A*********** A**• A*: 14 A.*+• A*: 1** A** * * * * *•!k * * * * * * * * * * * * *4* *;4 ** Amount 25.66 102.65 10/13/98 14:42 $ 13§(11 Conn■/Mp Enp■nows FAX COVER SHEET Date: 1 10/13/98 1 Pages Sent: 1 18 1 Job No.: 1 97552 stee� ...... _._ f _ . ....... Attention: _ _ Jesse�Montez _ _ Company.Name: McDonald mtherCo.,Inc. .. ..... From: , . Jarod Winnen _.._.. Fax No.: _..� .._. .._. L(206) 768 -4289 _.� ......_..� .._....._..... Regarding: _ Gart's Sports Mechanical Unit Placement Message: Jesse: Enclosed are stamped calculations meeting the 1997 UBC and details for installation of mechanical units (including attachment of the mfr's curb to the tube steel frame) at Gart's Sports. Thanks, Jarod Copies To: ^ .... Todd Ranklr i:.�:.�. M .._........_.� . .._._ ..............._...._..� . r ._ _.._.... .�......._.._......�.._.._._... ....... . ... . Sierra Const. After Faxing, please: ! ❑ File ❑ Return to Sender ❑ Mail ❑ Discard * PLEASE CONTACT THE SENDER IF YOU DO NOT RECEIVE ALL PAGES * 111 SW 5th Avenue, Suite 2500, Portland, OR 97204 (503) 227 -3251 Fax No. (503) 227 -7980 lj001 /018 RECEIVED CITY. OF TUISWILA OCT •1 3 1999 10/13/98 14:42 ' frita Consulting Engineers October 13, 1998 McDonald Miller Company, Inc. Mr. Jesse. Montez 7717 Detroit Ave., S.W. Seattle, WA 98106 -1903 RE: Parkway Supercenter Gart's Sports Mechanical . Tukwila, Washington Dear Jesse: Attached please find calculation sheets, 1 through 11, dated August 27, 1998, which verify the structural adequacy of roof mechanical supports for the Parkway Supercenter, as shown on sheets S1 through S5, dated August 27, 1998. Design is based on the requirements of the 1997 Uniform Building Code, as amended by the State of Washington. If you have any questions or require further information, please call. Sincerely, Jarod M. Winnen Project Engineer Attachments (JMW W7552.0711ot3cal.docI I EXPIRES: 9/12/00 111 S.W. Filth Avenue. Suite 2500 Portland, OR 97204.3928 (503) 227.3251 Fox (503) 227 -7980 Saattle Portland San Francisca Los Anyules Phoenix San Diego 1 002/018 10/13/98 14:43 1' Portland, Oregon E �Consulting Engineers Location Client ( 2�'yi; /6 /O. /;y ✓..ten.. t =./3. .= Job No, 93-5 - r2 .0 ; (1/94) T 6eF -r. . . -.4. : $.4 ..r.. 0 se— ; s 4 7 " - / / ,- yy ` 2.1 • 0 i • • j_ f P5. ', e i.__�GKC� f jslC v 4.. t S,vow • /0 , �lv C 2 r P'.e • = Y s a- k • CI 003/018 r 10/13/98 14:43 fit Pod Iona Otegon (1/94) 1121,1 Engineers . V ; Project PA-CZ-- IC, Location Mont t -:.` I . ' . F. * k.. ( . ) 7 -• • • i , 1 • . • I S :C? "; G*7 "r) .0 ./. ( .'/ . f •11V- . . — :lu'r""z";*)1";. +C-.1 .... /4. ; _ • 1. I • D c p_ , gie ), : 4 C. ' ;4•../1) • = ° J. !rt. • . • Date Reviled D e 1 Q004/018 Sheet No. Job No, tz.3 10/13/98 14:44 Portland, Oregon (1 MliConsulting Engineers Client Protect Location A. S S / 7. 6s• /Zz� err ? ;;: a d s' ic-)( /- >- 1) .-9" ie . 2Cs.r)e-c•s G " . rr. 5. 33 )* , 77--• , krf =- ;5 z s ey Dote Revised Date R1005/018 Sheet No. Job No. Z 10/13/98 14:45 KPFF Consulting Engineers Portland, OR L Nrv: 604001 Description 25' Tube Steel L General Information Center Span Left Cantilever , Right Cantilever 25.00 ft ft ft Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity Uniform Loads 1 On Center Span... ilk 1 0.025 k/ft On Left Cantilever... # 1 k/ft Point Loads Magnitude Location Magnitude ea Left Magnitude © Right Dist To Left Side Dist To Right Side Summary 0.915 k 6.000 ft 0.150 k/ft 0.150 IWt ft 6.000 ft 0.915 k 19.000 ft Momenta.. Max + © Center 10.16 k -ft at 12.53 ft Max - © Canter 0.00 k -ft at 0.00 ft ® Left Cant 0.00 k -ft Right Cant 0.00 k -ft Maximum = 10.15 k - ft Scope : 0.915 k [Trapezoidal Loads 1 0.150 k/ft 0.150 k/ft 19.000 ft 25.000 ft Shears.. © Left th Right Maximum Deflections... © Center (� Left Cant. Right Cant TUte : Partway Plaza Job • 97552.03 Drynr: Jarod Winnen Date: 9:20AM, 27 AUG 98 Descretton : Mechanical framing at Gart'e Sports 45.100 in4 29,000 kei Pin -Pin 0.915 k ft 25.000 ft 2.13 k 2.13 k 2.13 k k/ft Wt ft ft Reactions... Left fra Right -0.959 In at 12.47 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft On Right Cantilever... dk 1 k/ft k ft k/ft k/ft ft ft 3.04 k 3.04 k al 0 / Page 1 1 LI 10/13/98 14:45 /2 Potting, Oregon ri Elf Consulting Engineers P.R.+ Location Client By J> ) Date • Revised Date v M ter. r rsf w a 5' rain 1• r✓4 t /4.r rK-e C 2 .3 le_. •9. L a-7 k /- 4' r o, a z-v- j ecr,f o, Zoe _i..bT. k 110 / 01 8 Sheet No Job No. 10/13/98 14:45 Portland, Oregon 141 .41 MR Consulting Engineers awl- SA Protect location C lien t rot -TAY rs r� v /7 G/egc.+4._ 5 J1- 4a-- v dt C, 44. 7, 0 ▪ `L F h2-9) o 3. -. 3 /G/•I /C • Z$.o+ 6 r .4.-. C.d.as rN >L'>) Llrt� TS r3 Y y4. y � , 71 Dots Revised Dots Cs, t /43: ✓� - • Yr {" s . L../ °-• Q 2 -5 - w t — / 7_e 2_ P A.. X1008/018 Shoe! No. Job No, Mil Consulting Engineers Ponlond, Oregon Protect Sheet No. m] LocaMon Date Client Revlwd Job No, Dote —. __.._.__L. • i , • I • ( • ' � - -. , ,...., ,. . _ l . ... i I , ,, .f i - n lam.. • I i . , j � • i • L .. ` • ___p,._..........-.., .... ) , ._ 4. . , . i ,1, - i.zw td ,3.. '?)• ,.v • z fz - H, /t; j . __./ 1 i . ... ..._ _. G* s.`eW I O f �c _ g /r; i T l i iQ- s..zr-i.c. -e,,_ .. 3. L, , ,. .uvFsrA . .i1•+qk . .. • rycd -_ .'I . l I i 47140 X11. • ' ' i . .... � : i ! ?l y . .. • : ... /i, 42.7 V/6 V/6 1 ` 'S - ! • • f � ' , : i a . : Z Z T , 1.C1.. C 12.f � : �-4) I ' I. J 10/13/98 14:40 12 (1 /t14) I_j 009/018 • • Consulting Engineers Portland. Oregon Protect By Sherat No. .E5 L°c°tI°n Data Client Revistrd Job No. borro . . 1 ! 1 I l • 1 1: 1 i I " . . 1 : , . I I . • .......L-1...-....,— ; _ $g-_ "... i •-• • 'L i • 1....4._ • 1 --------- : ,. --!.. _ • • / ' : ., , .. , .- f e..A.1:= ... 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L- Q C R •••-,1--* • . �T�T 1 1 1.. ivL r L I. ! • • t.... _. i , : . .....:._......._._.;.._... i _.... � c.�� e� . d. /ys s y ,4, , .� % 'J qtr' ! .. _..__.R / f . ... c : . .... _; j i 10/13/98 14:48 12 (1194) 1711011/018 10/13/98 14:49 IY KPFF Consulting Engineers Portland, OR n.r 604001 Single Span Beam Analysis Page 1 Description 25' Tube steel L General Information 1 Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0,025 k/ft Point Loads 1 Magnitude Location Trapezoidal Loads Magnitude © Left Magnitude @ Right Dist. To Left Side Dist To Right Side [Query Values 1 Center Location Moment Shear Deflection Summary Momenta.. Max + © Center Max - ® Center (di Left Cant Right Cant 25.00 ft ft ft 0.679 k 0.010 ft Maximum = 12.99 k -ft 0.175 k/ft 0.175 kilt ft 8.000 ft 20.000 ft 9.48 k -ft -1.39 k - 0.71902 in Moment of Inertia Elastic Modulus Beam End Fixity 12.99 k -ft at 12.53 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft On Left Cantilever... # 1 k/tt 0.679 k 8.000 ft 0.175 ktft 0.175 k/ft 17.000 ft 25.000 ft Left Cant 0.679 k 17.000 ft Shears... (c� Left (a Right Maximum Deflections... al Center ® Left Cant. Right Cant Title : Daynr: Description : Scope: ? 45.100 in4 29,000 ksl Pin -Pin 0.000 ft 0.00 k -ft 0.00 k 0.00000 In On Right Cantilever... # 1 k/ft 3.07 k 3.07 k 3.07 k 0.679 k 24.990 ft k/ft k/ft ft ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Reactions... Gt Left (� Right -1.191 In at 12.47 ft 0.000 In at 0.00 ft 0,000 In at 0.00 ft k ft k/ft kilt ft ft 11012/018 3.07 k 3.07 k 1 to 10/13/98 14:49 ' RI = 3.070 k Vmax (a left = 5.070 k 0.8, kI I I I 06k 0.17 k/ft 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.17 k/ft 0.17 k/ft Mma.. 12.99 k•ft at 12,82 ft from left Minix = • 1.1919 in at 12.47 ft from left 0.87k 0.6/ k 111111111111111 0. 0 2101 1111111111111111111111111111111111111111111111i 25.00 ft Q 013/018 0.171• /f 0.02 tilt Rr = 3.070 k Vtpax ©rt= 8.070k 10/13/98 14:50 fs. Consulting Engineors Portland. Oregon •• (1/84) Location Client •I • ° Y - 3:14 4) Oct Revised Date 1• Q014/018 Sheet No. 5 Job No. 74-tt 2,03 48 to f 0« C. • • • ( ) . 6 • 211 10/13/98 14:50 '$ Portland. Oregon P. 11 MA% rela Consulting Engineers 3 1« Protect location Client G 4 - ey 3 Date Revised Dote Ste_ -nay • . /"l hr.4►��c,,� cf.. ! r o ~ 2i /2.I- e G L 6 y ". 2-4 Sheol No, Sy Job No, Ga CE) Q015/018 9�s-5�z..v3 10/13/98 14:51 12 Pro).ct Location Client By JAW Dat. t at e 2?.. 2 embed Dote Sheet No, S5 Job No, 7a.s32.. 01 Partlona, Oreoon • Consulting Engineers TS• 3 %f 4 ; L+c ' ` `'``� S 15'1'1? 12 CE) 6, 1. C (E)GL l /4- Q010/018 .4 E 1-,0 c 14 G-�G Eevs� -tom 10/13/98 14:52 '$ Pott ond, Oregon (1184) nfflgg Consulting Engineers P t"' PA-AIL 1.. -A-r /1-4-.. 4 LocatIOn gloat G�.4ot-.ts cr."---re /Lt ay T/zrw Date 72. V-/g 6 Revised Data Q017/018 Sheet No. S Job No. 2 . 3 10/13/98 14:52 EIBTIConsulting EnglnentS Portiond. Option ( 1 /84 ) , • - _ • ! • • r'tolert Wootton Client Mex./rt 1/4g-1*.i.s I F 4 *I_ • A. occ,Iw Ft a A. t ; „„ • , 4 /' c17. By Dote 4 Revised Dato Shael No. Job No. r - • • - • • - • • . r t IP 41 ..C.ca4.-‘4.41%■ , PI” 4A) • I I 7b018/018 5z- e33 ; ) 4 !C4/ 1 Ski CE\ , "1 e. 2.34 4 0.4. - rrft 4-1 t. • Ea " • 6). rr Y • ) UNIT 48TJ NOMINAL TONS STANDARD CFM NET COOLING C AB uh) TOTAL kW SEERt 1 EEC SOUND RATING Belt Drive Direct Drive 2100 004 3 1200 35,000 4.0 10.0 9.7 8.7 8.2 005 4 1600 47,000 5.5 10.0 9.7 8.6 8.2 006 5 2000 57,000 6.7 10.0 9.7 0 8.2 UNIT 48TJ NOMINAL TONS STANDARD CFM NET COOLING CAPACITY (Btuh) TOTAL kW EER SOUND RATING (Bels) IPLV 007 6 2100 72,000 7,9 9,0 8.2 " 008 71/2 2800 85,000 9.6 8.9 8.6 9.35 009 8 3000 99,000 11.0 9.0 8,6 9.00 012 10 4000 117,000 13,0 9.0 8.8 9.35 014 12 4500 145,000 161 9.0 8.8 9.20 016 15 5250 178,000 20,7 8.6 8.8 10.70 020 18 • 6000 190,000 21,3 8.9 9.0 9.20 024 20 6200 222,000 25,5 8.6 C9.0 8.80 028 25 7200 268,000 31.4 8.5 9.5 8.40 ARI* capacity ratC.gs LEGEND Bels - Sound Levels (1 bel = 10 decibels) db - Dry Bulb EER - Energy Efficiency Ratio IPLV - Integrated Part-Load Values SEER - Seasonal Energy Efficiency Ratio wb - Wet Bulb 'Air Conditioning and Refrigeration Institute. tApplies only to units with capacity of 65,000 Btuh or less. '*The IPLV applies only to two -stage cooling units. ES: ated in accordance with ARI Standards 210/240-89 (for sizes 004.012) or 360.89 (for sizes 014-024) and 270-89. 2 The 48TJ028 is beyond the scope of the ARI certification program. 3. ARI ratings are net values, reflecting the effects of circulating fan heat. 4. Ratings are based on: Cooling Standard: 80 F db, 67 F wb indoor entering -air temperature and 95 F db air entering outdoor unit. IPLV Standard: 80 F db, 67 F wb indoor entering -air temperature and 80 F db outdoor entering -air temperature. 921 ora RECEIVED CITY OF TUKWILA S E P - 4 1998 PERMIT CENTER MACDONALD- MILLER CO. MECHANICAL CONTRACTORS VOORNIC 7717 °emir AVENUE S.W. w ix i- Ml�m- oY -t,al11 PHONE (206) 763 -9400 FAX (206) 767 -6773 APPROX. 5' UNIT HEIGHT NO SCALE NOTE: CART SPORTS APPROX. HEIGHT 18' 50' MIN EQUIPMENT ELEVATION DETAIL RTO - 2 . SHOWN, OTHER UNITS SIMILAR. 5' - LOWEST PARAPET HEIGHT BLDG. FRONT , cc, cr, I 0 wo 3 '- ark cc LU z G CIS t 1123 AURARIA PARKWAY #400 DENVER COLORADO 00204 303.823-0200 FAX 8238435 Attention: Mr. '(„_else Montez Company: McDonald - Miller Date: 9 -3 -98 Fax No: 206 -768 -4289 Copies To: File 6/1 'd L1176 Project: Gart Superstore Tukwila, Wa. From: Chuck Coleman Number of Pages, with transmittal: 9 Original to follow via mail: If II pa ei were not received or if there are an uesrions, plea contact _ SAINIMentit. As Requested, Project Heating & Cooling Loads Facsimile Transmittal RECEIVED CITY OF TUKWILA • S E P - 4 1998 Mqb - o n z - SNVlflSNO ssd NYL1 :8 8661 '8 'des ASS CONSULTANTS, INC. CONSULTING EIJ31*5ERS DENVER, CO 80204 FULL COMMERCIAL AVAC LOADS PROGRAM BUMLDXNC MASTER DATA AND DESIGN PARAMETERS* DESIGN OUTDOOR MONTH DRY BULB AUGUST JUNE JOLY SEPTEMBER JANUARY FIBRUARX WINTER 06 04 08 80 54 59 21 TYPE ROOF M U -FAC OUTDOOR INDOOR WET BULB REL. RIA4 48 66 69 05 ♦e 50 0 ROOF AARRAE ROOF ROOF $USP COLOR CLG. 1. 1 0.047 DARK YES WALL ASHRAE WALL wAlL TYPE GROUP U -FAC COLOR 1. D 0.050 LIORT ULNAS SUMMER MINTER GLASS INTERIOR INTERIOR ROOM N0, U -FAC, Q -FAC. RED.COSF SEADING SHU.COEF CON$T 1. 0.510 0.490 0.650 GENERAL PROJECT INFORMATION* PROJECT FILE NAME' PROJECT LOCATION* BAROMETRIC PRESSURE* ALTITUDE( NORTH LATITUDE( MEAN DAILY TEMPWRATURR RANGE* ATMOSPHERIC CLEARNESS FACTOR* GROUND REFLECTANCE( START /NO TIME FOR HVAC LOAD CALCULATIONS* ENDING TIME FOR ?MAC LOAD CA!4ULATIONB* FLOOR HEAT LOSS CORPFIC!ENT( NUMBER OF UNIQUE TOMS IN THIS PROJECT* L 1 li6 501 501 501 501 601 501 901 PROJECT* DARTS TVENILA CL/NET! DESIGNER! ABB CONSULTANTS INDOOR GRAINS IN /OUTDOOR DRY BULB DIFP. CORRECTION NO 0.000 !MEDIUM 75 9.61 -9 75 2.57 -11 78 11.70 .7 75 4.02 -15 75 -24.90 - 41 75 -25,74 -76 75 0.00 CIO $BATTLE, WARRINGTON 29,491 IN.HO 400 FUT 47 DEGREES 26 D50.F 1.00 20 PERCENT 10 AN 10 PM 0.6* BTUH /PT -F 1 GLASS GLASS WIDTH RETORT 1.00 1.00 C •** FFLL CO)l RCxAL VAC LOADIJ FROG2»( BY ELITE SOFTWARE DEVELOPMENT INC • 0,0 AWE CONSULTANTS, YAtC DIROMR, CO 80204 GAM TUXMZLA POOL 2 GENERAL PROJECT DATA (CONTINUED) BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIMIRO RBQUIR1D4ENT6 r EQUIPMENT REQUIREMEIT5' PEOPLE SENSZELE LOAD N0LTIPLZER: PEOPLE LATENT LOAD IRTL ?IPLIER: PEOPLE OCCUPANCY BASIS: ZONE SENSIBLE $AFE7.r FACTOR: 20)12 LATENT SAFETY FACTOR: ZOOS HEATING SAFETY FACTOR; PEOPLE DIVERSITY FACTOR: LIONT7.N PROFILE II I12 II ROOMS= PROFILE NUMBER; proPLE PROF /LB EMBER: WILDING. DEFAULT CLO. EESOHT; BUILDING DEFAULT WALL )IUGRT' 80TH HEATING AMC COOLING LOADS 3.50 WATTS PER SQUARE FOOT 0.00,WATTB PER SQUARE FOOT 255 BTOItd PER PERSON 255 BTURS PER PERSON 1 PERSON PER 150 SQ.PT 101 51 101 1001 1 1 20.50 FEET 0.00 FEET INTERNAL OPERATZBO LQX PROPILZ6 (C -100): REF HR BR BR MA HR RR RR ER RR BR RR RR BR HR MX HR BR BR KR NR NR HI RR BR NO. 1 2 3 4 5 4 7 8 9 10 11 12 13 14'15 16 17 18 19 20 21 22 23 24 1. C C C C C C C C C C C C C C C C C C C C C 2. C C C C C C C C C C C C C C C C C C C C C 3. 0 0 0 0 0 0 40 40 40 75 75 75 75 75 75 75 75 75 75 75 75 4. 0 0 0 0 0 0 10 30 90 90 90 90 80 90 90 90 90 50 30 30 20 5. 0 0 0 0 0 0 0 20 90 90 90 90 90 90 90 90 90 90 60 60 50 6. 0 0 0 0 0 0 0 15 70 90 90 00 50 05 85 20 0 0 0 0 0 7. 0 0 0 0 0 0 0 70 95 95 95 95 80 10 80 70 50 50 35 35 30 8. 20 15 10 10 10 20 40 SO 40 40 25 25 25 25 25 25 25 25 60 50 00 9. 15 15 15 15 15 20 40 40 60 60 90 90 90 90 90 90 90 90 90 10 90 10. 0 0 0 0 0 0 0 50 90 90 90 90 90 90 90 90 90 30 30 30 30 ALL DE4I01I DATA TAKEN 1'RO4 THE 1989 IISBRAE RAND000R OF FUNDAMENTALS 6/E 'd L I V6 ' °H C 75 20 0 0 30 10 90 30 5 C C 29 0 0 0 0 60 00 0 C C 0 0 0 0 0 30 30 0 r c „'• PULL COMMERCIAL BVAC LOADS PROGRAM BY ELITE SOPiMRRB DEVELOPMENT U CC ..1 ASS CONSULTANTS. INC. DENVER, Co 80204 GART6 TDIWILA PAGE 3 AIR HANDLER INPUT DATA ATE UANDTi=R N 1 INPUT DATA: AZR HANDLER DEBCRIPTIC15: MAIN BLDG AIR TERMINAL TYPE: VARIABLE AIR VOLUME METHOD FOR CV: SUM PEAE EONS CSMS SUPPLY PAN TYPE: DRAN•TNRU CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS EXCESS CUPPvAY AIR: ADJUST COIL NOMem or TIM worm OCCURS: 1 LIGHTING PROFILE 2RROERI 1 EQUIPMENT PROFILE NUMREAI 1 PEOPLE PROFILE NUMBER: 1 EISAUST CAN ACCRED SUPPLY AIR: YES LEAVING KITING COIL TEMP. (DEO.P): 110 DRY DOLS TEMPERATURE (MOM: 52 COOLING COIL CFMI 0 MISC. ITO1 OAI'N - SUPPLY BIDE: 0 MISC. STUN GAIN - RETURN SIDE: 0 COMBINED PAN,MOSOR EFFICIENCY (4): 75 S TATIC PRESS. ACROSS F»1 (IN.W0)s 4.000 $UMMER SUPPLY DUCT TEMP. RIBS (DEG.F)s 0.000 mom RETURN DUCT TEMP. RIBS (EG.P): 0.000 WINTER SUPPLY DUCT TEMP. DROP (DEG.F): 0.000 WINTER RETURN DUCT TEMP. DROP (DEG.P): 0.000 CHILLED MATER TEMP.DIFPERINCE 05212.F): 10.000 HOT HATER TEMP.DIPFERENCE (=QM: 20.000 COOLING VENTILATION METHOD: 2 COOLING VENTILATION VALUE: 15.000 CEPS PER PERSON COOLING INFILTRATION METHOD: 2 COOLING =FILTRATION VALUE: 15.000 CPM PER PERSON SEATING VENTILATION METHOD: 2 HEATING VENTILATION VALUE 19.000 CFM PER PERSON HSATING INPZLTRATION METHOD: 2 HEATING I)IPILTIATZON VALUE: 15.000 CSN PER PERSON VENTILATION IS 100. OF SUPPLY AIR: NO PRETREATED OUTSIDE AIR: NO IGNORE PRETREATED LOAD: NO P RETREATED AYR SUMMER DB TEMP (DEG.1'), 0 PRETREATED AIR SUMMER MB TINS (DSG.P): 0 PRETREATED AIR WINTER DS TEMP (DYG.P): 0 D ESIGN OUTDOOR OUTDOOR INDOOR INDOOR GRAINS IN/OUTDOOR MONTE DRY BULB NIT BOLT RBL.NUI DRY BULL DIFF. CORRECTION AUGUST 88 68 S05 75 0.61 -0 OWE 84 66 S01 7$ 2.57 -11 JULY 58 68 508 75 11.70 -7 SEPTEMBER 80 6$ 504 75 4.02 -15 JANUARY 54 40 505 75 -24.90 -41 TIIRUARY 59 50 504 75 -28.74 -36 WINTER 21 0 504 79 0.00 6/t 'd L t t6 '4H c - Sep, 3. ' 8:18AM ABS CONSULTANTS C££'COC 6PC'4ot 49L'OOD No, 9417 P, 5/9 0'['t X SD't X Ot'Z Z L4p'4LC OIE'66 L!9'9t9 ZYIO. SEOUL CO4' LS 0004 'IiOTi SUDAN 09CSC 94t9S 860'4T 0004 IAMT Smwoa 00099 00049 9SC /SSC 000't L9'99C t- t'SiOad OOPLLP Ot4'£ 600% 000'1 00 T- $1NDx7 9PSOt o0►'O Ott 095'0 'et XV'SOS - S* - M - - B40 LEGS 094'9C 009 Ot4'O L 000't ►CC YZ-06 -t -SW 'M ZtC9t Ott TEO 0e0"0 9 ewe 0 9LL -d -ZTVM 'M MCC OCC'► CCO4 090 LC OSD'0 0004 7- 0- 1-7'=YM 'S OOPS OCC'P 09 OOO'D 5 069'0 OSCt Z- a- t•'I'IYM 'A d8 00004 - (D9t X OSC) ' IDP Ad £ XNXI XYTd t *SAS BIM 'T ' um 'SR[1M AIVID NAND -a"J^ ADHS DYAD JOYDD NOIASINDSEa 'DZH •D,LH 'SY'I 'BOS DYd'D -09- /IND a101 SADISYZAD7Y2 awl MAD2 S.7Yi'M WITUSCI ► BQVd Y'IIM3 ,L um tom' op lizattia c gatatrs eaoo SIM ... DWI maledoraul9a IIIYMSJOS =ma A6 PYitOOitd SaY07 OUR ']VI3 mNOC► ''mi r4. • No, 9417 P, 6/9 6L'0 O2'0 0 000') 000'4 I 'S!MOZ 'IY OL ion'tE 5tt'9 61E'90t KL'o09 LEE'ZO£ 000'0► OIVX01, XV24 61102 !L'0 0Z'0 0 000'1 000'9 mar N4 C 44!'£C 51''9 4ft'i01 181.'009 ti£E'L0£ 00000 8114Y6 t 'dti /Ni0 '28 /1 )L 'DOM WAD ' map 91'O VI1Y =mow ! ffitii UU 'OH WL • tY10 0 OS11 gave' ZV'i £LIY0' N96 BDO'I' DZM V0014 1tOURIIOi3G - LN0Z '!t2 A Ufa4AS !NOZ (112@ OWN taV14) t N Wgssas hilt 9020. 00 'yam= 'ONI '8S1t& 706d'.00 gav .., 0141 =mom= ammuos 222%2 XV MOW ScvO'1'Olu►8 'SV>i01t94i00 710a • ++' J h.* PULL COMMERCIAL HVAC LOADS PROGRAM AY ELITE SOFTWARE DEVELOPMENT INC • "' Ad9 CONSULTANTS, INC. DELIVER, CO 80204 GUTS TUENTL* PAGE 6 AIR SYSTEM 4 1 (MAIN BLDG AIR) TOTAL LOAD SUMMARY AIR HANDLER DENO: MAIN BLDG AIR WITH VAV TERMINALS SUPPLY AIR fAN: DRAM- 'tMRtJ WITH PROGRAM BBTZMATED HORSEPOWER OF 26.25 HP. FAN INPUT: 754 COMBINED tAN AND MOTOR EFF. WITH 4.00 IN WATER ACROSS THE FAN SENSIBLE MEAT RATIO: 0.86 THIS SYSTEN OCCURS 1 TIME(9) IN THE DUMDUM AIR SYSTEM PEAK TINS: 5 PM IN JULY OUTDOOR CONDITIONS: 85 DB, d9 WE. 92.14 GRAINS INSIDE: 75 DE, 504 RH BECAUSE 08 TIM DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, TEE ZONE SENSIBLE PEAE TIME IN JULY AT 3 1*1 IB DIFFERENT FROM THE TOTAL SYS. PEAR TIME HENCE, THE AIR SYSTEM CAN WAS COMPUTED USING A ZONE SRN. LOAD OF 680,754 SUMMER: VENT CONTROLA OUTSIDE AIR MINTER: VENT CONTROLS OUTSIDE AIR ZONE BPACB SEN.LOSB: INFITTRATION SEN.LOBS: OUTSIDE AIR StS.LOBSs SUPPLY DUCT SE1.LOSS1 RETURN DUCT BRN.LOSS: TOTAL SYSTEM BEN.LOSS: 6/L 'd L1V6 '°N 49,411 BTUI1 252,921 STUN 229,928 BTUH 0 BTUS 0 STUN TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REOTRED WITH OUTSIDE AIR: 4,000 CFM) 4,000 CP'M) SUPPLY AIR:302,337'/ (0.986 X 9.04 X 35) ■ ( 8,115 CFM) WINTER VENT OUTSIDE AIR (49.34 OP BUPPLY): ( 4,000 CFM) ZONE SPACE SLN.OAIN: 626,396 STUN INFILTRATIO1 8101.0AIN: 47,705 ETON ( 4,000 CFM) DR3M -TNRU FAN 1EN.0AIN: 65,947 STUN SUPPLY DUCT 8119.GAI4s 0 STUN TOTAL .BEN.GAIN ON SUPPLY BIDE OF COIL: SUPPLY AIR:746,441 / (0.966 X 1.10 E 22) ■ ( 31,294 CFM) SUMMER VENT OUTSIDE AIR (12.84 O! SUPPLY): ( 4,000 C114) RETURN DUCT BEN.GAIN: 0 STUN RETURN PLENUM SSN.GAIY: 0 STUN OUTSIDE AIR $EN.GAIK: 43,364 STUN ( 4,000 C!M) BLOW -T7(RU FAN BEN.GAIN: 0 BIOS TOTAL SEN.GAIN ON RETURN SIDE OP COIL: ZONE SPACE LAT.GAIN: 71,400 ST011 INFILTRATION LAT.CAINt 46,571 STUN ( 4,000 CFM) OUTSIDE AIR LAT.GAIN: 44,353 870H ( 4,000 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: 532,260 BTUS 738,788 STUN • 43,968 BTUs TOTAL 8EN.GAIN ON AIR HANDLING SYSTEM. 782,186 BTUH 162,324 BTUH 944,480 BTU5 74,71 TONS SZHVZ'IASHo SHY M/81:8 8661 '8 'd a S + ►• FZLL CO1MIRCIAf1. RVAC !..CADS PROGRAM BY AL!T! 9OFTMARH DEVRLOP1 IHC ••* ABS CONBULTAHTB. INC. PSNVZR, CO 50204 Was TORNxLA PANS 7 AIR SYSTEM A 1 (MAIN BLDG AIR) 3ENSIBLS LOAD PROFILE * w + MONTHLY AND HOURLY SYSTQM 0 1 SO11! SIMILE LOAD PROTILS • • MOST JUNI JULY 8 PTEMBIR JANUARY FEBRUARY 0 • HOUR ZONE.S!H ZONE.SEN 20101.09N ZONz_Ssu ZONES= ZONS.BiN • 1 AM 0 0 o 0 0 0 2 AM 0 0 0 0 0 0 3 AM 0 0 0 0 0 0 4 A 0 0 0 0 0 0 5 AM 0 0 0 0 0 0 6 0 0 0 0 0 0 7 AM 0 0 0 0 0 0 8 AM 0 0 0 0 0 0 9 AM 0 0 0 0 0 0 2'0 AM 562132 572420 504649 546274 393029 424567 17. AM 607793 $98064 62031.2 591910 419470 460173 22 PM 628629 619925 641150 592721 4401811 470953 1 PM 645726 636044 666263 609690 456679 467774 2 !M 659014 649441 671647 622709 468831 500574 3 PM 668160 696562 600754 631982 476581 509040 4 PM 667197 557641 679818 630363 474412 507524 S PM 690454 650932 673101 623476 466954 500456 6 PM 651.950 642412 664584 614066 458560 492.997 7 PM 625739 620139 642330 593130 426034 470559 8 PM 613379 603963 626153 577181 422643 454847 9 PM 597050 987400 609600 560806 407039 436654 10 PM 580666 570998 593212 544524 391136 422489 11 PM 0 0 0 0 0 0 12 AM 0 0 0 0 0 0 • +• FULL CO1046kCIAL HVAC LOADS PROGRAM BY SLITS 60PTRA= PEVBLOPNINT INC ■*•• A8$ CONSULTANTS, INC. DENVER, CO 90204 GAM TUKWILA PAGE 5 TOTAL BUILDING LOAD SUMMARY BUILDING MATS IN JULY AT 5 PM BLDG. LOAD AREA SEN. 1TOT LAT. + SUN. w 'DOTAL ATOP D5BCRZPTION$ QUMq LOSS L06S GAIN GAIN GASH GAIN ROOD 0 0 0.00 o 0 o 0.00 NALL 9,026 42,591 8.06 0 8,462 5.462 0.90 GLASS 22s 6,120 1.22 0 16,994 16.994 1.60 8RI!Q LOADS 9,250 49,411 9.26 0 25,456 25,456 2.70 LIGHTING 140,000 0 0.00 0 625,140 525,140 56.60 B!QUIPMENT 0 0 0.00 0 0 0 0.00 PEOPLE 267 0 0.00 71,400 76,500 146,200 15.45 PARTITION 0 0 0.00 0 0 0 0.00 VENT 4,000 4,000 220,928 43.20 44.353 43,368 57,721 9.29 114PL 4,000 4,000 252,921 47.52 46,571 47,705 94,276 9.96 DRAM -TBRU FAN ' 0 0.00 0 65,607 55,657 6.95 1LON -'HRU FAN 0 0.00 0 0 0 0.00 SUPPLY DUCT 0 '0.00 0 0 0 0.00 RITURN DUCT 0 0,00 0 0 0 0.00 BUILDING TOTALS 532.260 100.00 162,324 752,156 044,450 100.00 BUILDING SUMMARY LOAD DSSCAIPTXON$ VENTILATION 229,920 43.20 44,353 43,360 51,721 5.34 INFILTRATION 252,921 47.52 46,571 47,705 94,276 5.74 TONS LOADS 69,411 9.20 71,400 625,196 696,786 42.45 PLENUM LOADS 0 0.00 0 0 0 0.00 FAN 4 DUCT LOADS 0 0.00 0 69,607 65,607 4.00 BUILDING TOTALS 532,260 100.00 162,326 702,156 944,480 109.00 TOTAL BUILDING SUPPLY AIR (BASED ON A 22 TD): TOTAL BUILDING VONT AIR (12.771 OP SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR C!M /SQ.?T. OF CONDITIONED SPACE: SO.17 OF CONDITIONED AIR SPACE DU TON: TONNAGE PER 8Q.PT OF CONDITIONED AIR BPACBI TOTAL BEATING R2QUIRBP WITH OUTSIDE Mr TOTAL TONNAGE REQUIRED MITN OUTS/DA AIR; 6/6 'd L 11/6 'QN 3611. tTOT LAT. t SDN. w TOTAL 17OT LOSS LOSS GAIN GAIN GAIN GAIN 31,294 CFA 4,000 CFM 40,000 30.PT 0.1524 CPM /SQ.FT 500.2162 8Q.7T /TOSi 0.0020 TONS /BQ.FT 532.26 NBA 75.71 TONS SINd,L'IASNo3 S8b YIV6I :8 8661 'C 'deg Enli Consulting Engineers August 27, 1998 McDonald Miller Company, Inc. Mr, Jesse Montez 7717 Detroit Ave., S.W. Seattle, WA 98106 -1903 RE: Parkway Supercenter Gart's Sports Mechanical Tukwila, Washington Dear Jesse: Attached please find calculation sheets, 1 through 11, dated August 27, 1998, which verify the structural adequacy of roof mechanical supports for the Parkway Supercenter, as shown on sheets S1 through S5, dated August 27, 1998. Design is based on the requirements of the 1994 Uniform Building Code, as amended by the State of Washington. If you have any questions or require further information, please call. Sincerely, Attachments Jarod M. Winnen Project Engineer (JMW:kw197552.0310919cal.doc( r EXPIRES: 9/12/ S W atr'... Srr !' Ji P":0.1.36:$ 15031 J: J. '�' .._..::i.TUSp Seattle Porttand San Francisco los Angeles . ' Phoenix San Diego Q►'I"'1' pF TU $ P - 4 1 9 9 8 PERMIT CJER Consulting Engineers itocolion 'Client Portland, ()union C j Project Eck_ e 7"' P A r ( -16c- A-r I ,• I (a A-(t-vr ..5 Sec ciLe • • /4, /3 A. " . 9V7 1: 5.6 7b c).k. ?5. - 4, E ) 4, 5. r c 9 ) S. 2. P ▪ 471 4 /Z. s ' " P .2 r By Dote OA Revised Date P p c 4 4.• - LS - '62_5- ' (6, t) c2r ▪ 6 z. Sneet NO. Job No - 2 -C -- pit- EfflEri Consulting Engineers Pomona Oregon 44 M c'°l ct ( �L k. ,..,4. lv� 7--4C ) . /. r• z. - '/_ S19 , - 7 1 rt'IE.CJ/ Oare S /1 , ; ,,..• L i . ?' k 07'0 'IL ■ 5 1i k, l - O -666, - O. GG C Y�111t1 � = ;°•14 lip. r6 t/ a h. 9y - 7t-t 4✓ Dote *77—. Pevlseo 1 SneetNo 1 2 :400 No. c= A O. 2 /o 'J Pentane. Oregon • Location Consulting Engineers arolect G.o ti.r� -t-d Client r r � 44 ` / A S L G / e c.o , _ 7- 21"'-' /6 ( 2 )(S. 11 By 1 Dote Revised Date 'Sheet No. I Job No. S 7 -Z, •7- .te r - • t 7- • /b, / uJ = / ,i O) F.. 7- • /C (r., 0 - : 'G 3 G /4. f 01) ° 43a ! h lg�� A - r • /G Ci•1 / ?• /Z? 'QO / 4' ( / /s )(/•3) /35'6 Pr 0 /s.) e r ?It t/ o. k 2' 7 o k- z 7 �( s• 3; J( ZS'/ o ' t rte) 3 // , KPFF Consulting Engineers Portland, OR Description 25' Tube Steel General Information Center Span 25.00 ft Moment of Inertia 45.100 in4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin -Pin Uniform Loads On Center Span... # 1 0.025 k/ft Point Loads Magnitude Location 6.000 ft Summary Moments... Max + @ Center Max - © Center @ Left Cant @ Right Cant Maximum = 0.915 k 10.15 k - ft On Left Cantilever... #1 k/ft 0.915 k 19.000 ft 10.15 k -ft at 12.53 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft Title : Parkway Planr Job 0 97552.03 Dsgnr: Jarod Winne ... Date: 9 :20AM, 27 AUG 96 Description : Mechanical framing at Gart's Sports Scope: 0.915 k Shears... @ Left @ Right Maximum Deflections,.. @ Center @ Left Cant. @ Right Cant On Right Cantilever... # 1 k/ft Magnitude @ Left 0,150 k/ft 0.150 k/ft Magnitude @ Right 0.150 k/ft 0.150 k/ft Dist. To Left Side ft 19.000 ft Dist. To Right Side 6.000 ft 25.000 ft 0.915 k ft 25.000 ft Trapezoidal Loads 2.13 k 2.13 k 2.13 k k/ft I</ft ft ft Reactions... @ Left @ Right -0.959 In at 12.47 ft 0,000 in at 0.00 ft 0.000 in at 0.00 ft k ft k/ft k/ft ft ft 3.04 k 3.04 k 1 oN QOf '°N Iaau$ aloc panned alDQ T t,-t 1 3 _/ d J h / '' 5� ›"7 .._i I ' -7d —.r•61 z ` f ) /'Sd j 2 = M . T A 7.7 crL .1/ a � -M ) 9.4./ 2 „yri -71.*e . 1 �f W SOld Iueo i siaeuitlu3 6uninsuoo uajoDol j uo o 0 'DuOluOd • 0 • a !MI Consulting Engineers PortionO. Oregon P C- 4 ?- !, Prefect Location 1 Client / 4- 41. = /C • /57r. e D• 4st 4.64 / 4'• / 0. 66 L7/ Api 744 I.) Dote Revned !Dote .-4° A.. r rr • a-. 5 Aro....4a--'• k • • 3, 017- k. r" /'-ri •rt ( Sneet No JOD NO. • 4,..4 • ` ( /11' k,, A•• r 2• /".., .4, .., 4 41fCI / • a: I Porilono, Otegon Mg location Consulting Engineers C t e F� a I Ptdect ,Client 4 HT A. t L .4.1a. C W p C p — CO, 1 ) /. • c �. rr i � // go /4,) `^p = z 6 S r . o.3 C.- to O o . =S L 7` Z. /e, DNS 2-.3. o I z //3( ,N a o, u s By Dote Revised Dore 0.66 (36 lei.) Sheet No. Joo No. 3 riff ' Consulting Engineers Paton°, Oregon Protect By Dote Revised Owe Sheet No. Job No. Lc:IOC:eon Cenl C.V. -2 r 6 r )C o .7— 0 ( •-/ 2-- 4. 0 — ) /. • Z 4 .dd Eff Consulting Engineers od. cation client pornone. °moon By Date Revues Dote Sheet No. Jot) NO. I Pigect ) f 1 7 rt., 14 A A --) - P = (49 4 z • .■ X • C ; 4- / t 6 / A' 4 C c..4-o , " • CA/ C(4-4v r Ce444-• C o•J) 2,0 : /3.1 P KPFF Consulting Engineers Portland, OR ate. 504001 Description 25' Tube steel General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... • *1 0.025 k/ft Point Loads Magnitude 0.679 k 0.010 ft Location Magnitude @ Left Magnitude @ Right Dist. To Left Side Dist. To Right Side Center Location Moment Shear Deflection Summary 25.00 ft ft ft Moments... Max + @ Center 12.99 k -ft Max - @ Center 0.00 k -ft @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Maximum 12.99 k -ft 0.175 k/ft 0.175 k/ft ft 8.000 ft 20.000 ft 9.48 k -ft -1.39 k - 0.71902 in Title : Dsgnr: Description : Scope : 7 Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 k/ft 0.679 k 8.000 ft at 12.53 ft at 0.00 ft 0.679 k 17.000 ft 0.175 k/ft 0.175 k/ft 17.000 ft 25.000 ft 45.100 in4 29,000 ksi Pin -Pin Left Cant 0.000 ft 0.00 k -ft 0.00 k 0,00000 in Shears... @ Left @ Right Maximum Deflections.., @ Center @ Left Cant. @ Right Cant 3.07 k 3.07 k 3.07 k 0.679 k 24.990 ft -1.191 in at 12.47 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft On Right Cantilever... # 1 k/ft k/ft k/ft ft ft Right Cant Reactions... @ Left @ Right k ft Trapezoidal Loads 1 kilt k/ft ft ft Query Values 1 0.000 ft 0.00 k -ft 0.00 k 0.00000 In 3.07 k 3.07 k Page 1 0.6, k 0.61 k 0.6/ k 0.17 k/ft 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 0.17k/ft ITYYTYYTYT-YTTTY = 3,070 k • VtEj1eft3.070k 25.00 ft 0.1 tvimax = 12.99 It-ft at 12.52 ft from left Dnuuc = -1.1913 itt at 12.47 ft from left • 0.6 k 0.92k/ft 11 1,!1k k111 0 gr = 3.070 k Vmax rt 3.070 k // Eng Po nJane. OtepOn Prod et 1loeoton Consulting Engineers Client PA-R kt—A -r n-A.-z 4 ' S\ Job No. 9 •3 .44-1 s gpo /2-1-e ' Ck Dote 8 y 3 - 0 4 1 141 Dote g/ 1-/? U Revised O t � a t) r— — — L O L _ —4 0 Street No r -- r _J Protect moeon Consulting Engineers ' Pomona. Oregon . Chent J00 NO •A-g -T ' s • _ 5 Po r - t`i .'Dole ! s 2. 03 S cr4 �.� y .� - • r ~ CaL Lt. rt.t.pJ fri.-tp Line A-R-r 1, A. 0,12/. C Tic, Dore /Z �- /9 S nevseo Sheet NO. +, 5 2- Portiona Oregon MB Consulting Engineers :Ptotect p/411.44. /44_ LOC t o n CUent • ::) rs By •74, Dote C i5/ 2... Reynecl Dote Sheet No, Job No, 5 3 7.4.-% 1- 2-.3 0" Nt Pottlono. °moon Eirl Iting C ngineet s 1 ' — i Ptclect I LOCOtiOn Chent P A-P-L. ).< • c •(/% I By 7 hni 'Dote 12 /2, 6 I nv/nod !Date S5 • Me—c-Ar'4/4— c("i r " / 1 0 " .S NO. 6 -19-13. `75 r GL 6f )42_3- Porno , O'epon . 4-4-c 2 - `7" /) 44 Olt V , tocchon Consulting Engineers Client ..-rS r—(t,f ED I H • s PA-a- 14- w/4 —r (6) & L ; C.!- 4-S \ 2 By Dore I evisea Date (Sheet No. `a( 6'13 I S S CE) I- y 4 } —f-5 S X Y. y JOO No. 74,s3 te ' a L TB September 8, 1998 Dear Mr. Montez: City of Tukwila Mr. Jesse Montez MacDonald Miller Company 7717 Detroit Avenue Southwest Seattle, Washington 98106 Department of Community Development Steve Lancaster, Director SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number M98 -0172 Gart Sports 17450 Southcenter Py This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 4, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division must be met. Building Division: Contact Bob Benedicto, Sr. Plans Examiner, at (206) 431 -3670 if you have questions regarding the following comments. John W Rants, Mayor 1. Reference the 1997 Uniform Building Code in structural analysis. 2. Provide specific connection detail for R.T.U. to T.S. 8X4X1 /4 frame. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit two (2) copies of each document. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Mr. Jesse Montez September 8, 1998 Page 2 In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, iiew - fete/6in Kelcie J. Peterson Permit Coordinator Enclosures File: M98 -0172 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief S e ( 'S Fire Department Review Control # (y-) cto 1 , s r 11450 S cer�-�ei Re: H.V.A. at OM- � r Dear Sir: 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 Yours truly, c 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. cc: TFD file ncd The Tukwila Fire Prevention Bureau John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206)575.4439 Detach And Display Certi!lentc F615.052.000 (S /97 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. $# EXP. DATE CCO1 MACDOM *248J9 08/01/1999 EFFECTIVE DATE 04/29/1976 MACDONALD MILLER CO 7717 DETROIT AVE SW SEATTLE WA 98106 Detach And Display Cuaicatt. 1' WA AS 11 ,4, 1 1161102 NW 4 �n v •."..441 el 70 4 • ;III iIIII1Nllllll IIIJ1 fIII�NIf1 ' Io oII NIN o ^ ERAI RAGE 120 1,1 I FIRE S ROO ER (E) L.AYAWLAY . SUN STORAGE 126 v1gs —o c�Z MECHANICAL FLOOR PLAN SCALE: 3/32 DRIVING' GAGE I 115 SEPARATE PERMIT REQUIRED FO ^: ❑ M CHANICAL ELECTRICAL PLUMBING L , t s PI/A9 PIPING C:-`f OF TU.:11ILT,. SUi_D O DIVISION GIFTI STORAGE II II II II ENTR'( I V ESTI E )LSE Nos 1 H r MAW, VOLUME DAMPER. KEY NOTES 1) TITUS MODEL TINS 24'X 24' LOWERED SUPPLY AIR DIFFUSER WITH WET NECK SIZE AS SHQYN. BALANCE TO CFM AS INDICATED. C .) TITUS YODEL TMR ROUND SUPPLY AIR DIFFUSER WITH INLET NECK SIZE AS SHOWN BALANCE TO CFM AS INDICATED. LOCATE DIFFUSER 15-6 ABOVE FINISHED FLOOR.. LOCATE DIFFUSER 12' ABODE CEILING GRID OR 15'-6' Y9fERE NO OPEN CEILING GRID EXISTS: C / TIM MODEL PAR L2'X 24' PEFORA.TED RETURN AIR GRILLE, NAY -IN. PROVIDE 10' X 22' RETURN AIR BOOT WITH 1/2' LINER. 0 TUTUS MODEL 25RL LOWERED FADE SIDEWALL TRANSFER / RETURN AIR GRILLE WITH INLET NECK SIZE AS SHOWN. HARD ROUND DUCT WITH INSU ATIVE WRAP. (TYPICAL) `) SADDLE TAP FITTING WITH MANUAL VOLUME DAMPER. (TYPIGV.) 0 LOW PRESSURE. 1 INDCATED SPIRAL DUCTWORK, MOUNT DUCT BELOW STRWTURE, BOTTOM TO BE 16' -0' MINIHUM ABOVE FINISHED FLOOR. C / TRANSITION AND CONNECT TO SUPPLY AIR DUCT AT ROOFTOP UNIT SUPPLY DUCTWORK OPENING. TRANSITION AND CONNECT RETURN AIR DUCT TO ROOFTOP WIT RETURN DUCTWORK OPENING. PROVIDE I' ACOUSTIC LINER 10 RETURN AIR OPENING ON TOP OF DUCT. SIZE AS INDICATED. II NEW ROOFTOP UNIT. SEE MECHANICAL EQUPMENT LIST ON SHEET H2. 12 1 -DAY PROGRAMMABLE HEATING /C,OOLING THERMOSTAT WITH LOCKING COVER. MOUNT THERMOSTAT 60' AF.F. 13 T SUSPEND UNIT HEATER FROM STRUCTURE WITH VIBRATION HANGERS. MOUNT UNIT HEATER 13' -0' AF.F. SEE. MECHANICAL EQUIPMENT LIST ON SHEET M2. ROUTE FLUE (TYPE B) FROM UNIT HEATER TO FLUE LOCATED AT BOTTOM OF ROOF. ROUTE THE FLUE UP THROUGH/ THE ROOF. SEE DETAIL ON SHEET HZ IS O EXHAUST DROP. TERMINATE DUCTWORK 8' -O • A.F.F. WITH U2'X I/2' BIRD - SCREEN OVER INLET. ROOF MOUMED' EXHAUST FAN. SEE MECHANICAL EQUIPMENT LIST AND DETAIL ON SHEET M2. COORDINATE ROOF PENETRATION NTH STRUCTURE. Ill RECTANGUAR LOW. PRESSURE DUCTWORK WITH 1' AGOIHTIC LINER u TRANSITION AIV CONNECT EXHAUST DUCT UP THRU ROOF TO NEW EXHAUST EXHAUST FAN CURB OPENING. RECTANGULAR LOW PRESSURE DUCTWORK WITH I/2' ACOUSTIC LINER. FLEXIBLE DUCTWORK. (TYPICAL) 21 SPIRAL EXHAUST DUCT. RECTANGULAR UNINSLLATED EXHAUST DUCTWORK. 12 X 12' TITUS 4 FL -35-AA EXHAUST AIR GRILLE WITH 10 X 10' NECK SIZE. CONNECT TO EXHAUST AR DUCTWORK. BORDER TYPE I FOR SURFACE MOUNT INSTALLATION. TITUS MODEL TINS 24'X 24' LOWERED SUPPLY AIR DIFFUSER WITH INLET NECK SIZE AS SHOWN. FRAME TYPE L BALANCE TO CFM AS INDICATED. B X H TITUS 4 FL- 35-AA, EXHAUST AIR GRILLE WITH 6' X b' NECK SIZE. CONECT TO EXHAUST AIR DUCTWORK. SIDEWALL INSTALLATION. CONICAL TAP. TRANSFER AIR OPENING ABOVE CEILING IN FULL HEIGHT PARTITION. SIZE AS SHOWN OR PROVIDE EQUIVELENT FREE AREA. COMBINATION FIRE / SMOKE DAMPER. SEE ELECTRICAL DRAWINGS FOR SENSOR LOCATIONS AND INFORMATION. SIDEWALL MOUNTED TRANSFER AIR FAN INSTALLED HIGH NEAR STRUCTURE. SEE MECHANICAL EQUIPMENT LIST ON SHEET M2. TITUS ML-39 2A, (6) r SLOT, ANODIZED ALU*-IINM 48' X 12'; SH'PLY AIR SLOT DIFFUSER WITH HP-SP PLENUM, 12'0 INLET NECK SIZE SUSPEND FROMSTRUGTI,RE. BALANCE TO GPM INDICATED. 32 TINS 8'X H T -'TOOL TRANSFER AIR DOOR GRILLE INSTALLED 6' AFF. FILE COPY . - J ami,sirn • .a not authorize the vlolaticn -. e- code or ofdkttito11 Receipt of cor -�c.cr's c approved . / • G1 . /(Au : 4.Rd Ivia ni RECEIVED • MECHANICAL FLOOR PLAN CITY OF TUKWILA Title PERMIT CENTER Copyright These plans ore an instrument of service and are the property of the Architect. and may not be duplicated, disclosed, or reproduced without the written consent of the Architect. Copyrights and infringements will be enforced and prosecuted. Ili Architects Inc Aachitcctui Planning Engineering 677 South Colorado 8Ivd. Suite 200 Denver, Colorado 80246 (303) 220-8900 (303) 220 -0708 Fax Boa -• V 900625 a F.. W 2 O O Vl c Z Q 0 u CL z T�W3 Q W =-1 Q Q Date • MAY 1940 prof No • 45006.23 Drawn • GLG Checked • MLA Date • bsue OH /10/90 CONSTRUCTION �'�11 •US55 MEGHANIGAL EQUIPMENT LIST EXHAUST FAN EF -I PENN DOMEX. CENTRIFUGAL ROOF EXHAUSTER MODEL DX 126, IOOO CFM AT ALT" 05` SP. AT 51. 925 RPM, U4 HP MOTOR, I15VI1 . PROVIDE MAWFAC1URER5 ROOF CURB. BAGKDRAFT DAMPER AND WALL HOMED ON-OFF SWITCH WITH PILOT LIGHT. UNIT MIGHT, 96 L95. EXHAUST FAN EF -2 PENN OONEX CENTRIFUGAL ROOF EXHAUSTER MODEL DX I. 160 GFM • ALT., OS' SP. AT L. 930 RPH, I/4 HP MOTOR I15V/176. PROVIDE MANUFACTURERS ROOF CURB BACKDRAFT DAMPER AND 1 DAY ADJUSTABLE Aural,. TIMER. UNIT WEIGHT, 55 LBS. LH-N 2 REZNOR GAS FIRED VERTICAL UNIT HEATER, MODEL BE 15; 15 HBH GAS INPUT AT 514 1230 CFM; U3 HP MOTOR, S OVAL MLLE: OVA*, GA FLA. FRCNIDE UNIT WITH IMERMITEM IGNITION AND THERMOSTAT MOUNTED 6" BELOW UNIT ON CONDUIT. UNIT WEIGHT: IIB L. RTU-I CARRIER ROOFTOP UNIT MODEL 49T -006, 505 MBH TOTAL COOLING, 502 MEN SENSIBLE COOLING AT 105'F AMBIENT, 62 W.B. EAT., 2,000 GEM AT 05" E.SP. 51.: 12 MBH, SINGLE STAGE HEATING INPUT AT 51.: 460V/30 (I) 3, HP MOTOR, 16 FLA, 14.8 MCA, 20 MOCP. PROVIDE UNIT COMPLETE WITH FACTORY ECONOMIZER SET FOR 20% MIN. OUTSIDE AIR, POWER EXHAUST, 12" HIGH FIELD BUILT OR PREFAB ROOF CURB, FULLY PROGRAMABLE ON/OFF-AUTO HEATING / COOLING THERMOSTAT. PROVIDE SMOKE DETECTORS, THROWAWAY FILTERS. WEIGHT 490 L35. RTU-2, 3, 4 L t CARRIER ROOFTOP UNIT MODEL 49,024, 202.9 MEH. TOTAL COOLING, 202.9 MBH SENSIBLE COOLING AT 105 AMBIENT, 62 WB. EA.T.; 8000 GFM AT 12" E.S.P. 51.; 210 MBH, SINGLE STAGE HEATING. INPUT AT 514 210 MBH OUTPff AT ALT.; 460V/3• (I) l5 HP MOTOR 51 MCA, 10 MOGP. PROVIDE UNIT WMPLETE WITH FACTORY ECONOMIZER SET FOR 20% MIN. OUTSIDE AIR, POWER EXHAUST, I2" HIGH FIELD BUILT OR PREFAB ROOF CURB. FULLY PROGRAMABLE OWOFF -AUTO HEATING / COOLING THERMOSTAT. PROVIDE SMOKE DETECTORS, THROWAWAY FILTERS. WEIGHT: 2441 LBS. TRANSFER AIR FAN TF -I (6) PEI. TRANSFAN, TRANSFER AR FAN 115V/14, 60 HZ. 1490 RPM, 255 GFM. FAN 15 TO RUN FJLL TIME. INSTALL FAN HIGH IN MILL HEIGHT WALL BELOW STRUCTURE. UNIT WEIGHT: 95 LBS. GENERAL NOTES I I I - U a 6 N P J- qa 8 C = } s ,nt o i i < ; 5 g Q 1' N g - .. S Q J 6,i g = t . i v1;.; ,,, z $ $ 1 0 1 • }q� - [1. V W - U , rod 1 p y 3 `' O � C � b � J i -- $ a t fw d 1 8E a - 2 W. $ w , 2 w � oil _ ° VELL.a 2 Q � � ,6 _ K , N u ° N Z T K IN - � `n o ti] tea 4 (f- ' E ° E �� � � Q � of v zz $a ;� � p � 1 � w � N � � � µµ � w S ' � 40 x K P � ~t OF � HH -� OHO ? � • � � ��y.S � { a 2 � N "w og t UU. N Q .=' hW_ - Q ° WQ t wp. _ O y V ww aZ QQ �1 F � - Q - Y 4 J � ~ 2 R "V a . 2 J V , o $ � 1 Y_ F T Q aW, ,' 6 - w ° E N ° f a U g ~ ' m Q F l � V. Q. I WI 5 � }Q' u U l LL ° Q's "JE - , .: Q $ a $ = R � i H !ate 4 L zg 0 E. $ ° np liq , 8 N =a Q Q _ g _.bk. 4 c u ' " m o o N d ! Q XQ NK W �.a OJ t-w OU � _ �N�� �LL � A� w�' KK bH , :"I is o u W P's E d Y, ° T h g ri m v Ili 40 r 66 d O _ 6 0 v 0 . i 0 NO SCALE >t :?So (r SPIRAL DUCTWORK RTU CONICAL SPIN -IN FITTING WITH M.V.O. END VIEW ROOFTOP T SIDE VIEW ROOFTOP UNIT DUCTWORK TRANSITION =TAIL DUGTINORK TRANSITION DETAIL NO SCALE RECTANGULAR RETURN AIR DUCTWORK PLATFORM MOUNTED EQUIPMENT ON ROOF ISOLATION WITH LIMIT STOPS PER SPECS FASTEN TO STRUCTURE THRU WOOD BLOCKING W/- NEOPRENE WASHERS FLASHING BY G.G. MINIMUM HEIGHT TO BE 8 TO ROOFING ROOF INSULATION 11009 BLOCKING AS REQUIRED TO MATCH INSULATION HEIGHT SCALE: NONE ACOUSTICAL BAFFLES INSULATED CURB BY MC CANT STRIP ROOF INSULATION ROOF DECK BACK DRAFT DAMPER NO SCALE ASEINDI D ELI RIVE DRAWING - FLEJ_fBLE SELF- SEALING WATERPROOF BARRIER UNDER SHEET METAL, 40 MIL SHEET W/ ADHESIVE BACKING -PR GRACE ICE 6 WATER SHETLD OR EQUAL AT ALL PENETRATIONS THRU DECK, BY MG GONTIWOVS SHEET METAL COVERING PER SMACNA BY M.G. - PLYWOOD DECK W/ INTERMEDIATE BRACING AS REQUIRED - R -1.1 BAIT INSULATION BY MC 4" MAX DEPTH 12X WOOD SLOGGING ' -ROOF DECK ROOFTOP UNIT GU RS DETAIL SCALE 5050 NOTE: PREFABRICATED AT CONTRACTORS OPTION 3' -0 MINIMUM 4 2'-0" ABOVE PARAPET WITH 10' -0" HORIZONTAL DISTANCE EXHAUST FAN CONTINJ01.6 THIMBLE, 16 GA. TYPE tt8" GAS FLUE THRU ROOF ASSEMBLY @ UH —I 6" MIN CLEAR AIR SPACE FOR TYPE B 4 BIN VENT, 18 MIN. CLEAR. AIR SPADE FOR ALL OTHER VENT TYPES ROOFING CENTRIFUGAL ROOF EXHAUSTER BELT DRIVE HEIGHT PER ROOFING CODE, 12" MINIMUM RECEIVED V CF TUKWILA my, Ij9 MITCENTER Copyright Date • Issue * Architects Inc Architecture Planning En Bering 677 Smith Colorado Blvd Suite 200 Denver, Colorado 80246 (303) 2204900 5303) 220-0708 fax These plans ore an instrument of - service and are the property of the Architect, and may not be duplicated, disclosed, or reproduced without the written consent of the Architect. Copyrights and infringements will be enforced and prosecuted. [ 3 -e<3a re W 2 o 0 1— 2 (n 1- 0 N re Z N Z < O - VY O L LA j v H N t- O < 0 1 2 Date • MAY IRRA Proj No • 95006.23 Drawn • CI-C. Checked • MLA 05 /I8 /q8, CONSTRUCTION • MECHANICAL FLOOR PLAN M2 e555 GART SPORTS