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Permit M98-0154 - BABIES R US
I' Jt5 City of Tukwila .( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M98 -0154 Type: B -MECH Category: NRES Address: 17500 SOUTHCENTER PY Location: Parcel #: 262304 -9079 Contractor License No: MACDOM *248J9 TENANT BABIES 'R' US 17500 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT JESSE MONTEZ Phone: 206 -768 -4288 7717 DETROIT AV SW, SEATTLE WA 98106 CONTRACTOR MACDONALD MILLER CO Phone: 206 763 -9400 7717 DETROIT SW, SEATTLE, WA 98106 *** k******************************************** ** ** * ** * *** * * * * * * * * * *** * *** Permit Description: 9 ROOF TOP AC UNITS W /GAS CONNECTIONS. 3 FANS (NEW) T -STATS FOR AC UNITS, 1 UNIT HEATER, DUCT WORK AND GED'S. UMC Edition:. 1997 Permit'Center Authorized Signature Date MECHANICAL PERMIT 1" Valuation: Total Permit Fee: Status: ISSUED Issued: 08/29/1998 Expires: 02/25/1999 * * * * * * *.j * * * * * * * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 perm Signature �� - - -- Date: C" 3 J c 5 Print Name:'t -J.. (206) 431 -3670 120,400.00 358.06 Title: 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: �� �� ike.k�w <1.424,-ceau cf / 75�(era� 2 U s Value of Construction: ' 4 1. Site Address: City State /Zip: 11_6100 Sm6_.Le T�t cw4 1u.kw�t,� 4f�I , Tax Parcel Number: ZGZ Qy Phone: CO 3 409 f Qs OO Property Owner: rV1.3le— Ai . u., Street Address: City State /Zip: 7 b 5W f ' V l a kAto c_ a r4 cr 4 su D„ eg, 9 70 6 Z Fax if: Contact Person: -.T- s5E pYiox z - Phone: 014 760 -- «Zee Fax #: Ze6 - 76e - S<Z Street Address: City State /Zip: r1U( 7iiE - T .oIT Mi . 5.CA) 1..e G.),S 5' Contractor: /RA 1 IL" v24, LLe1- Phone: 2(96 -- 7641 - 1 4 2 - Street Address: City State /Zip: 77 Z re4/ r .4a SeAJ Seai,r'Ce a.)A 9K /e 6 Fax #: z-406 7GIr Kok' Architect: // - // Sei).0 e-1" g fly' 1E IA�C S Phone: SO3 6, - 02-3. 4 Street Address: p City State /Zip: 5 /Melo.dBc✓5 et 14ke DSGc.e Oee Fax #: S0'3 4 -- oz3S Phone: 3 g 0 61G - ZBt;'- Engineer: -1+ /Re. 1.11..G aolArer Street Address: , State /Zip: 2q5-0 p,ip. ( - D e . 6t -ok e.A_p MI. s; 4 6 Fax #: tat to — MS — 36"4 --' MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: 9,eoof - Ad. c .- co/f•ses. 3 Wf JJ.5 Gt'e€. / srhr v- Ac U.Nr is , 1 [AN. {' 4.eo.:* r' dc- ws,r+k, f Ae.r7is Will there be storage of flammable /combustible hazardous material in the Luilding? El yes ❑ no Attach list of materials and stora.e location on so.arate 8 1/2 X 11 .a er indicatin..uantities & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof ❑ Demolition ❑ Fence Mechanical Cl Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY OF ? " °JKWILA 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. 15'41"11* R us Applications will not be accepted through the mail or facsimile. of 5 Tang .° APPLICANTREQUEST, FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt it Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load /Hauling WATER METER' DEPOSIT /REFUND: BILLING: Name: Address: MISCPMT.DOC 7/11/96 - 1 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 expires: AppllcaJign taken by: (initials) BUILDING-0 R AUTHORIZED AGENT: 0 Above Ground Tanks/Water Tanks - Supported•directiy upon grade exceeding 5;000 gallons and a ratio of height to diameter or width which exceeds 2:1 Submit checklist: No:: M -9 . Antennas /Satellite Dishes � ti Signature( .� .2,e4/7 --1______ El Bulkhead /Dock Date: G/ l /, Print name r .l! eermin � ` x "b Ali r 1��7 Q5n ?lv /� 7/q 7' /Slat /Zi : am , F ar #' 7 4 - 7/E3 Address: e ,.. 0 Loading Docks ALL MISCELLANEOUS ! EP ' T APPLICATIONS MUST BE SUBM . D WITH THE FOLLOWIN ➢ ;, S L TRA1IIING6' ' Ail BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ ; 81,&tL6ING IE IN AS 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.) El 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 thahr the: owner, registered architect /engineer,,or, contractor.ljcensed 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 ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW 0 Above Ground Tanks/Water Tanks - Supported•directiy upon grade exceeding 5;000 gallons and a ratio of height to diameter or width which exceeds 2:1 Submit checklist: No:: M -9 Q Antennas /Satellite Dishes Submit checklist.` No: M -1' 0 Awnings /Canopies - No signage Commercial Tenant Improvement Permit El Bulkhead /Dock Submit checklist-.: No: M -.10.. Commercial Reroof ' Submit checklist' . No:. M -6 ri Demolition Submit checklist - .No: M - M =3a El Fences - Over 6 feet in Height Submit checklist 'No: 'M -9 0 Land Altering/Grading /Preloads Submit checklist No: M -2 0 Loading Docks Commercial"TenantImprovement Permit': Submit checklist No: H =17 Mechanical '(Residential Commercial) Submit checklist No ';M =8,. Residential.only -.H -6; H -16 El Miscellaneous Public Works Permits Submit checklist No H - 9 El Manufactured Housing ,(RED INSIGNIA ONLY)., ; ; ` . ' Submit checklist.. No -M -5 El 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 El Retaining Walls - Over 4 feet in height Submit checklist No ": M -1 0 Temporary Facilities . Submit checklist No: M-7 0 Temporary Pedestrian Protection/Ezit Systems Submit checklist No M - 4 0 Tree Cutting Submit checklist No: M -2 . ALL MISCELLANEOUS ! EP ' T APPLICATIONS MUST BE SUBM . D WITH THE FOLLOWIN ➢ ;, S L TRA1IIING6' ' Ail BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ ; 81,&tL6ING IE IN AS 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.) El 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 thahr the: owner, registered architect /engineer,,or, contractor.ljcensed 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 ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 Address: 17500 SOUTHCENTER PY Suite: Tenant: BABIES 'R' US Type: B-MECH Parcel #: 262304-9079 • CITY OF TUKWILA . *******Ak***************A**A***k Permit Conditions: I. No changes will be made to the plans unless approved by the Architect or Engineer and thejAypa Building Division. -, All permits, inspectione0:6WCappvzyed plans shall be available at the lob;,'41t2,e0ride any con- ,,.. struction. These40:66Ments to he maiKeal'.0A1,and avail- able until fip64:fnspectl6.0aPpro,VM is Irapte'dy, 3, All constructTah ts),6e0b4 )rici.ih-ror;pahoe,110)th 4pWoved plans and .046irem'elit:s.,;(3f UniforM Bu410AR„, Edition)/Wamehde4irli and Was State Energy Code i (1997 Edition). ' 4. THERMOSTATS:' '4 ..5ystem:s.,'iKalTp,e equippea!',wq0:136onia*c controls of acco6Wshing:) ellei-9y use through control setback6raquipmeht shutdown dUrfng.',A0ert0* clock and be capable'of-beinel set for seven different Ifay: temThe'aUtorliatic co'ntrols:shall- a mihimumi:/..esida■w of alt.erria usepf,ihe spaces serve'd,by t',Vs, types per' week. WA„NREC , 14 .:T: ','''',\---: -„ , 5. AutoMatic shut-off:sh'aU,C interrdOtiyli :: the 1s source of the a i r i Wig"- eOci, fpiiient joon detection of smoke f4OeAYIAIN,SOP served by such equipment. ;4 UMC. .:' ' ,,„ . :,.',, 1 .: .- ,- , 6. MANITACTURER5)IN5TALLATION:=INSTRUCTIONS,REOUIRED OWSITE,,' -' fORiTHE,pUILDING INSPECTORS REVIEW:v , " ,'; 7. Vall00ty'!ACP6rmit. The issuank_of,ra,Pel-mit or ap'pr-„otral,o0, plai. specIfiCations, and comp4t 11 vallnotobe5- *,t. strUe ii,ea permit for or ar,OPOrbaj,,ofj'any7vt6: of aii,Ypf''the provisions of thebu)lOng ode" or' ati3 41' otherVOdinance of the jurisdiCeion,±N permIJI presuming*. give aq0ority.,t9 violate or cancel ehe)-0 cf t", code shall be valid. , ld. 4, -, „., .0 . `•• •+.;•• ? ;,• ';•=•' ( "'" • Permit No: M98-0154 Status: ISSUED Applied: 08/04/1998 Issued: 08/29/1998 Project: i r \ , ( Type of inspecti n: Q Address 1 r(� ( f 0-7 Lac Date called: #04. Special instructions: Date wanted: //67 a.m� p.m.� Requester: ---r' i //IAA . f4 (,t ( V sTig Phone No.: _ COMMENTS: Q � /.xISV — Svc 0 -/' -' ' AC: Ce_, r f4 (,t ( V sTig v O A c. 5 vh/ __. __�2__!.C,., INSPECTION RECOR INSPECTION NO. Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Inspect Date: ( /Q NV-0 )61 PERMIT NO. (206) 431 -3670 orrections required prior to approval. Li $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: C City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 7 64 , Ie-S 5 Address con ?k? Retain current inspection schedule A , Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Date FINALAPP.FRM ., Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. c„J t GS — U k r..?'5 Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax' (206) 5754439. r Account Cade 090/345.830 000/32:100 • *it *i *k * *it * ** **d \* * ***i ***i* * * *•A*k*:t *!, * *kik * **•,1 ** \ *i1 * ** **4 ITY OF ruKwII.A. WO TRANSMIT A A***11***A Ai A AA *A ***AAA A* A*A A A*1's A ***A*********A* 4 1.•* *o\A* **A *•A **•A TRANSMIT Number: 89700821, Amount: ;358. .0r3/29/98 15:46 Payment Method: CHECK Notation: MACDL3NALD MILLER In i t:: 43LH Permit No: M98-0154 Type 13-MECH h1ECHCiNICAL. PERMIT Parcel Not 262304•- 907.9 Site Address: 17500 SOUTHCENTER PY Total Fees: This Payment 3:8.0.6 Total ALL Pmts: f3alance: 358.06 358. 06 .00 •k* **kk *•k* r • * * *;1•k * * * **• * * * *k•A **% **k* ** ***** *•A * * *k*** ** Description PLAN CHECK — N0NI.ES MECHANICAL - Amount 7i.61 2f3G. 5263 ;09/02`9717 r • Consulting E - g - eers July 28, 1998 Mr. Jesse Montez MacDonald Miller Company, Inc. 7717 Detroit Ave., S.W. Seattle, WA 98106 -1903 RE: Parkway Supercenter Babies -R -Us Tukwila, Washington Dear Jesse: Attached please find calculation sheets, M18 through M34, dated July 27, 1998, which verify the structural adequacy of roof mechanical supports for Babies -R -Us at Parkway Supercenter, as marked -up on your drawing M1.0, dated May 5, 1998 and enclosed sketches M -1 through M -4. 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, L Jarod M. Winnen Project Engineer Attachments (JMW:kw 97552.07\0728cal.docj C r EXPIRES: 9/12/1? 7 7 ? S W. Filth Avenue Suite 1500 Port and. OR 07204.3628 (503) 227 -3251 fax (503) 227.7980 Seattle Portland San Francisco Los Angeles Phoenix San Diego CITY PPROVE itA D AUG 2 8 1998 AS NO1ED U LDIN( D1 I8tON CIITYOFT RECEIVED AUG 0 4 1998 PERMIT CENTER Portland. Oregon C olect location Consulting Engineers , Client Pik t,) Are Pc--A-,41, BA-r,+ r P-- L c eti sy, � M I � 77'4, q-/7 4 Dote Revised Dote Sheet No. Job No, 1.4 Lf S (Z.Tt.C. - ( `. /ZT C1 - M -1. 'Consulting Engineers RT�I I --. 6 : /.t/ Z5o L /S • oc P,gect !Location Client R-- N By S� Dote 4' IZ 1 IS$ Revised Date a S 6t gar Sv Sheet No M ► Job No. WA 4 = /o r ' crt (2 r = LS . ).' CZr 1 /O(S ( • 9z.) A r / DL = / / sr= • 'r -c G L 6 ,, 3l z : � ' „ V 1 3 2- 4 .1. 4 1 6 2-'11-41 AeG 77E12_ s G .riv T / � -Er✓E fL.7 2- �I -„ ;o , YZrr 1.. rt i3, }t KPFF Consulting Engineers Portland, OR General Information Center Span Left Cantilever Right Cantilever On Center Span... # 1 0.875 k/ft Magnitude Location Center Location Moment Shear Deflection Summary Moments... Max + @ Center Max - © Center © Left Cant @ Right Cant Maximum = 55.00 ft 8.08 ft 8.08 ft 2.906 k 41.250 ft 5.875 k -8.080 ft 20.000 ft 264.77 k -ft 7.33 k - 4.99932 in ':29a5 ::ir- ft -- -- at -55.63 k -ft at -55.63 k -ft -55.63 k - 295.51 k - ft Moment of Inertia .Elastic Modulus Beam End Fixity 28.35 ft 55.00 ft Left Cant Shears... © Left @.Right.. Maximum Title: is-44« t- Dsgnr: ?.� ✓ Description: Scope : Job # Date: 9 :35AM, 27 JUL 96 Rev. 504001 Single Span Beam Analysis Page 1 ,_- Desstiptien- Dead .load on entire beam, iive.load.on center span, reactions on beam ends from I t ;141 adjacent beams, 2906 lb mechanical unitat1 /4 point. 17,580.000 in4 1,600 ksi Pin -Pin Uniform Loads On Left Cantilever... # 1 0.250 k/ft 5.875 k 63.080 ft On Right Cantilever... # 1 0.250 k/ft k Point Loads ft k ft I Query Values 0.000 ft 0.00 k -ft 0.00 k 0.00000 In 24.79 k 26.24 lc 24.79 k Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 In Reactions... © Left © Right Deflections... @Center -5c538 in 27:78 ft • © Left Cant. 2,358 in at -8.08 ft @ Right Cant 2.413 in at 63.08 ft 32.68 k 34.14 k i'4l 2-o KPFF Consulting Engineers Portland, OR Description Existing :loadsLrt General information Center Span Left Cantilever Right Cantilever [Uniform Loads On Center Span... # 1 0.875 k/ft Point Loads I Magnitude Location [Query Values 1 Center Location Moment Shear Deflection Summary 55.00 ft 8.08 ft 8.08 ft k 41.250 ft Maximum n 275.23 k - 5.875 k -8,080 ft 20.000 ft 250.28 k -ft 6.61 k - 4.63756 in Moments... t. Max + @ Center 275.23 k -ft at Max - @ Center -55.63 k -ft at @ Left Cant -55.63 k -ft @ Right Cant -55.63 k -ft L Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 0.250 k/ft 27.50 ft 55.00 ft Scope: 5.875 k 63.080 ft Left Cant Shears... © Left © Right Maximum Deflections... @ Center - @ Left Cant. @ Right Cant Title : f3 e-!5 + k f Dsgnr: 't+w Description : 17,580.000 in4 1,600 ksi Pin -Pin 0.000 ft 0.00 k -ft 0.00 k 0.00000 In 24.06 k 24.06 k 24.06 k On Right Cantilever... # 1 0.250 k/ft k ft Job # Date: 10:27AM, 27 JUL 98 Right Cant Reactions... © Left © Right - 5.112 in at 27.50 ft 2.180 in at -8.08 ft 2.182 in at 63.08 ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 31.96 k 31.96 k Portland, Oregon EMI Consulting Engineers P c s A-ra .-- 6 P9- P Go 4.4 6 Protect Location Client 13,40/ .r By /, Dote 7.- /9'a' Revised Dote Sheet No. Job No. z C k sy t S "1'7 4. Go A ". C V<., = Z t -/, /c S, // ti/ G co o v CA.v rt e aG Vi<•0-1 j P - fr 6 ! A.. , �6 = 303 prt ' ZzY9 `rt, 2Yo I ?/ = /ys3 /6 I.4— --5 fi / 7° rrt C /• tr) �(i1�cr //33 /S e. S I-�1 s.PP °,-r , tl4_4- >< ' / % % 5� C - G' re 4..6. PM) 4 /, >` = 2- 1- •r /c 7f e 3 _ _ 3 CZ4..,r)C/000) -.F,. = Zb�- 2 .-(6:41r)6 �/ s-) 7'1.0 ) 2i'a , lost, > /Ty4-/-;4_ KPFF Consulting Engineers Portland, OR Rev. 504001 Single Span Beam Analysis Page 1 I Description Proposed loading with snow- loads ends•and snow load included in end -of -beam loading from adjacent members Cpl 3 x 3 Y General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0,875 k/ft Magnitude Location Center Location Moment Shear Deflection Summary Moments... Max + @ Center Max - © Center Left Cant Right Cant Maximum = 55.00 ft 8.08 ft 8.08 ft 1.133 k 47.000 ft 194.45 k - ft 20.000 ft 114.75 k -ft 6.77 k - 1.74241 in 140.96 k - at 27.64 ft - 194.45 k -ft at 55.00 ft - 194.45 k -ft - 194.45 k -ft Scope: Title : Dsgnr: Description : Moment of Inertia 17,580.000 in4 • Elastic Modulus 1,600 ksi Beam End Fixity Pin -Pin On Left Cantilever... # 1 0.875 k/ft 20.530 k -8.080 ft 20.530 k 63.080 ft 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 27.47 k 27.48 k 27.48 k Job # Date: 11 :27AM, 27 JUL 98 On Right Cantilever... # 1 0.875 k/ft k ft Query Values Right Cant Reactions... © Left © Right -1.990 in at' 27.64 ft 0.147 in at -8.08 ft 0.178 in at 63.08 ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 51.83 k 52.63 k KPFF Consulting Engineers Portland, OR 1 ...._k ev. 504001 Single Span Beam Analysis Page 1 r Description 4x16 with 1/4 of weight of unit 11 feet [ General Information M Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0.080 k/ft Point Loads Magnitude Location Trapezoidal Loads I Magnitude @ Left Magnitude © Right Dist. To Left Side Dist. To Right Side Query Values MIIMMUNW Center Location Moment Shear Deflection Su mmary Moments... Max + @ Center Max - @ Center © Left Cant © Right Cant Maximum = 25.00 ft ft ft 0.763 k ft 20.06 k -ft -0.00 k -ft 0.00 k -ft 0.00 k -ft 20.06 k -ft 0.200 k/ft 0.200 k/ft 11.000 ft 25.000 ft Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 k/ft 0.763 k 11.000 ft 20.000 ft 13.28 k -ft -1.95 k - 0.79740 in at 13.03 ft at 25.00 ft Left Cant Scope: k/ft k/ft ft ft Shears... Left © Right Maximum Deflections... © Center © Left Cant. © Right Cant Title : Dsgnr: Description : 1,034.000 in4 1,600 ksi Pin -Pin k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 2.21 k 3,35 k 2.21 k On Right Cantilever... # 1 k/ft k ft k/ft k/ft ft ft -1.312 in at 12.78 ft 0.000 in at 0.00 ft 0.000 In at 0,00 ft Job # Date: 12 :26PM, 27 JUL 98 k ft k/ft k/ft ft ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0,00000 In Reactions... © Left © Right 2.97 k 3.35 k nn nn nnn► � ► ._ i . By Ty w Dole Revised Dote Sheet No. /V1 25' Job No. Consulting Engineers Porttond• Oregon I C . : Project 'Location Client -F6 Pst f 4 (goo f oci C /./s /•o) , > _F6 = PL c , - -& (Zoo rr )C. 1 tr >C l ?.0.06 7_0 •e4 C. G - o /4ticK . C( * rr 1 2-9° 644 7e w>z (zy /•c P«)C _ / 7 " --r / = ?- 11 ". ". F '6 'et"' G = s = r 65— ry (7oo pct M , 2-31gy rti ./6 _ �� / /We ` o�c S ( -, G 2Y/ -4 031 7 • 1K a . 3 Y _ "SC 96 6. /6) 21�-- 2-C3r5-'r)C.s.s ") /Y y. � e ^ 47r es, (i. r r (t .) F X 3 Psr > =. r, 3 o �C DroieeI I Consulting Engineers 'LOeoUon 'Chant Portlond. Oregon By j , w Dote Revised Dote Sheet No. Job No. ') 4 w = Z.o 6 P. b 6j4 f'T .'(S r• �c T IL ( Z) (i$1 d ?et_ F) Portland. Oregon rff Consulting Engineers ;6roleat p/ ,4-? f — Location Client /i M z z q' d , c. � .me . F Revised Dote 4 12,6 /9s Dote JM►^ C '. 'Sheet No. M 'Job No. (c) c L c. x , r YA Portland. Oregon Protect �toeonon Consulting Engineers f Client F A- v le-. vA-r gA-0,, e r Q— c /4 E-e A-t ev Revised Dote "T W Dote Sheet No. L $ Job No. KPFF Consulting Engineers Portland, OR Rev. 504001 Description GL 6- 314x27, L= 38.83' L General Information I Center Span Left Cantilever Right Cantilever [Uniform Loads On Center Span... # 1 0,875 k/ft Point Loads Magnitude Location Center Location Moment Shear Deflection Summary 38.83 ft ft ft 0.273 k 2.917 ft C� Query Values Moments... Max + c Center 165.31 k - at 19.38 ft Max - © Center 0.00 k -ft at 38.83 ft Left Cant 0,00 k -ft Right Cant 0.00 k -ft Maximum = 165.31 k -ft 20.000 ft 165.15 k -ft -0.53 k - 2.53134 in Single Span Bearn Analysis Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 k/ft k ft Scope: 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 Title : Dsgnr: Description : 11,070.000 in4 1,600 ksi Pin -Pin k ft 17.24 k 17.01 k 17.24 k k ft -2.534 In at 19.38 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # Date: 2:55PM, 27 JUL 96 On Right Cantilever... # 1 k/ft Right Cant Reactions... • @ Left Right Page 1 k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 17.24 k 17.01 k /112 Ey= !Location Consulting Engineers Ghent PortIon. Oregon Protect rr — GG -A- 2.. = C 2. " t,V = 5/S /4. 2-?,r LI kr, 21 4- / Ps?" C 2 -ro ec,F By Dote Revised Date Sheet No Job No. C = „ / 41 C It -o 1.) 4 pc) .2, • s LIO c 9 i on 1.0 c NY/ 0.1`15 F ' 13 ( IS")( 2.9 Pri •■- `7 0 -47 - ( 2 44S ) /. (.1 !Location Client Dole Revised Dote Sheet No. Job No. 12IXil Consulting Engineers Portiond. Oregon St_ r po (t—'r Yo F, lb "^ '; - . - � r-r • /� s, r ' /6I 1- "Si G - o r<. w.6 By SA C.• u!L Z6b /L w .2-L �t.. 41 ° •=5 4 �( 53 t Fti.• /. Portland, Ofegon OM 1 We Won Consulting Engineers ' Ichent • !/lv/ g- rc (- c E) t r W. G. Project 0 4 By .1 .4, t,.7 Dote /t� r4S Revised Dote Sheet No, M3 Job No, s S -rcJ .1t C9 Y 4 . 3 Portlonc. Oregon Wig Consulting Engineers Project Location Client By Dote RevIfeCt Dote Sheet No, h-r 3 3 Job No, GL 7 3/'- G.; 111 -- -� (� _- Ld, s) :•c 4- ,4 y _ Z Yo /yt0 1l = /• �7 ° lyS`rry t - r •k. - 2- a.. °a l-•' C. e°, n , - Fs' v L C s C 1,1 t w /Y6 o /6 ss tl*1 'yo LA•ag re--)464 2 / °L in 2- 4-5 /r-, po i�.T' LoA °•Ip or` 7 -Fl = / /ss Pfr /Y6 °(4A, ( ca' 7'5 3 3 — St--PP T L ao prof C r C ( 3) f` 5 = / 3 `tG l ost - //.5"0 P ✓" : + k Zie•rp L - k KPFF Consulting Engineers Portland, OR 1 1 1:v: 504CO Single Span Beam Analysis Page 1 Description RTU -9 unit at column intersection (GL 6 -3/4 x 31 -1/2) General Information Center Span Left Cantilever Right Cantilever Center Location Moment Shear Deflection Summary 55.00 ft 8.08ft • 8.08 ft On Center Span... # 1 0.875 k/ft 0.365 k Magnitude Location -3.000 ft Maximum = 195.54 k -ft Moment of Inertia Elastic Modulus Beam End Fixity 20.530 k -8.080 ft 20.000 ft 111.46 k -ft 6.61 k - 1.65607 in Moments... Max + @ Center 136,41 k - at 27.50 ft Max - @ Center - 195.54 k -ft at 0.00 ft © Left Cant -195,54 k -ft © Right Cant - 194.45 k -ft Left Cant Shears... @ Left Right Maximum Deflections... © Center © Left Cant. © Right Cant Title : Dsgnr: Description : Scope 17,580.000 in4 1,600 ksi Fin -Pin On Left Cantilever... # 1 0.875 k/ft 20.530 k 63.080 ft 0,000 ft 0.00 k -ft 0.00 k 0.00000 in 27.84 k 27.48 k 27.48 k Job # Date: 5:10PM, 27 JUL 98 Uniform Loads 1 On Right Cantilever... # 1 0.875 k/ft {_Point Loads 0.365 k 3.000 ft k ft Query Values 1 - 1,888 In at 27.50 ft 0,105 in at -8.08 ft 0.113 In at 63.08 ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Reactions... Left @ Right 52.39 k 51.66 k 1., C ' , JUN -18 -98 THU 01:38 PM URS GREINER • Trace Air Conditioning Econonies By: DRS GREINER BASSES R vs TDEWILA, WA. LAB 38,500 SO FT NON PROTOTYPE Weather rile Code, LoaetiOD: Latitudes Lowgitudns Time Zones Elevations Barometric Pressures Slimmer Winter Summer Summer Sinter Summer Winter T R A C E 6 0 0 A N A L Y S I S by DRS worn= Clearneee Number: Clearness Number: Design Dry Bulb: Design Wet Bulb: Design Dry Bulb: Ground Refleotence: Ground Ballettenaes Air Density: Air specific Best: Density specific lest Prod: Latent Hest Factor: Entbalpy !actor: SBATTLX, WASHTW0TON 47.0 (del) 122.0 (deg) 8 386 (ft) 20.5 (in. 2g) 0.95 0.95 $0 64 26 0.20 0.20 0.0749 0.3444 1.0980 4,826.9 4.4553 (s) Cr) (7) (LbO /cut t ) (Litu /lbn /s) (btu - min. /br /cuft /s) (btu- mia./br /chit) (Lb-min. /hr /cult) Design Simulation Period: June To November System ai*ui.sCi0S Period: January TO December Cooling Load Methodology: TETD /Time Averaging Time /Date Program was Run: 16:46:44 5/13/93 DaCaset Hams: 38XTmu. .TM (l FAX NO. 16162853542 P. 03/07 RECEIVED CITY OF TUKWILA AUG 0 4 1998 PERMIT CENTER V 6 PAGE 67 1 JUN -18 -98 THU 01:38 PM URS G EINER FAX NO. 16162853542 62853542 Trans Air Coeditibning Beonoaies Bye CRS GREENER AIRFLOW - ALTERNATIVE 1 , Main Auxil. Room Outside Cooling Heating Return Exhaust Supply Exhaust System System Airflow Airflow Airflow Airflow Airflow Airflow Airflow 9lum130r Type (Cfm) (Cfm) (Cfm) (Cfm) (Ufa) (Cfm) (C!a) i SO 11,500 31.630 31,630 33,860 33,781 0 0 Totals 11,550 31,630 31,630 33,860 13,751 0 0 CAPACITY - ALTERNATIVE 1 BWCINEOAZN0 CfUC%S - ALTSRW.TIVS 1 S T STEM S U M M A R Y (eaign Airflow Quantities) S Y S T E M S O N N A R Y Y (Design capacity Quantities) The building peaked at hour 14 month 7 with a capacity of 60.5 tons N N O T N Y E* i $ O CRAM X Percent Cooling ‘ -•• Heating -- - System Main/ System Outside =it/ - Cfm/ Sq Pt 'tub/ Cfm/ Stub/ Floor Area Number Auxiliary Typo Aix Sq Pt TOn /Tan Sq Pt Sq Pt Sq Pt Sq PC 1 Main 52 36.52 0.02 522.7 636.2 18.06 0.82 -20.55 30,500 P. 04/07 V 400 PAac 40 Cooling -- Seating Main Sys. Aux. Sys. Opt. Vent Cooling Main Sys. Aux. Sy.. Preheat Reheat Sumidif. Opt. Vent Resting System System Capacity Capacity Capacity Totals Capacity Capacity Capacity Capacity Capacity Capacity Totals Number Type (Tons) (Tons) (Tons) (Tone) (styli) (Stub) (Stub) (Stub) (Stub) (Stub) (Stub) 1 SE 60.5 0.0 0.0 60.5 - 791,111 0 - 369.103 0 0 • 0 - 751,131 Teatal0 60,5 0.0 0.0 60.5 - 791,121 0 - 269,103 0 0 0 - 701,121 JUN -18 -98 THU 01:38 PM URS GREINER Crane Air Conditioning 8eonomiee Hy: DES GRBxNEE SYSTS. CHSC1S1MS system 1 Peak SZ - ST2ECL8 E03tZ SYSTRN FAX NO. 16162853542 P,05/07 V 600 PAC* 69 COOLING COIL PEAK CLG SPACE PEAR egATI'SG COIL PEAR Peaked at Time -., Mo /Err 7/14 • Moir 7/14 • Mo /Ert 13/ 1 Outside Air + +, OMB /RU/1. 79/ 65/ 70.0 • =Ds 79 • OADB: 26 Space Est. Air Bet. Air Net Parent •• Space Parent • Space Peak Coil Peak Percnt Sens. +Lat. Sensible Latent Total Of TOE. ' Sensible Of Tot • Space Sena Tot Sena Of Tot envelope Loads (8tuh) (etch) (Dtuh) (8tuh) (Y) • ()Muhl (4) * (Stub) (Stub) ( %) Skylite sole 75,600 0 75,600 10.41 * 75,400 13.74 • 0 0 0.00 Skyline Cond 0 1,067 1,067 0.15 • 0 0.00 • 0 - 17,544 2.22 R Cond 0 88,927 08,927 13.25 • 0 0.00 • 0 - 70,899 8.96 Glans Solar 28,560 0 28,560 3.93 • 28,560 5.39 • 0 a 0.00 Glass Cond 739 0 739 0.10 • 739 0.13 • -7,291 -7,291 0.92 Wall. Cond 90,126 1,856 21,903 3.03 • 20,126 3.66 • - 72,871 - 60,505 10.18 Partition 0 0 0.00 • 0 0.00 • 0 0 0.00 Exposed Floor 0 0 0.00 • 0 0.00 * -8,347 -8,347 1.06 Infiltration 17,175 17,125 2.36 • 30,765 1.96 • - 102,943 - 102,943 13.01 Sub Tota1..a 142,150 91,851 224.001 32.22 • 138,610 24.89 • - 191,453 - 287,929 36,34 Vltava/61 Loads • Lights 341,641 a .341,641 47.06 • 341,641 42.10 • 0 0 0.00 People 90,000 90,000 12.39 • 50,000 9.09 • 0 0 0.00 Miao a 0 0 0 0.00 • 0 0.00 • 0 0 0.00 Sub Tota3.., 431,641 0 0 431,641 89.44 • 391,441 71.39 * 0 0 0.00 Ceiling Load 22,680 - 22,680 0 0.00 • 22,677 4.12 • •23,723 0 0.00 Outside Air 0 0 0 66,671 12.21 • 0 0.00 • 0' - 533,038 67.38 Sup. Pan neat 0 0.00 • 0.00 • 0 0.00 Roe. Pan fleas 0 0 0.00 • 0.00 • 0 0.00 Duct Heat Pkup 0 0 0.00 • 0.00 * 0 0.00 OV /'ONllt Sizing 0 0, 0.00 • 0 0.00 • 0 0 0.00 )Exhaust neat - 20,152 0 28,152 -3.66 • 0.00 • 20,447 -3.73 Terminal oypaea 0 0 0 0.00 • 0.00 • 0 0.00 • • Grand Tota1■.a 596,471 41.020 0 726,141 200.00 • 590,338 100.00 * - 315,176 - 791,121 100.00 • COOLING COIL SELECTION Total Capacity Sena Cap. Coil Airf1 _Entering D8 /86/11R Leaving D1 /NP /301 Oro.. Total Class (af) (t) (Tone) 49141) (Mbh) (of.) Deg P Deg F Grains Deg P Deg F Grain. Fleer 18,500 Mn Clg 60.5 726.2 617.0 31,430 77.8 63.8 67.4 59.2 56.2 63.6 Past 0 ux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Sxrlr 375 pC Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 38,500 040 2 otale 60.5 726.3 Nall 11,153 420 .4 HEATING COIL SELECTION AIRFLOWS (am) -- KAGZNEER.ZNG CHECKS -- --TEA/MATURES (F) - -- Capacity coil Airf1 Ent Lvg Type Cooling Keating cis t OA 36.5 Type Clg Reg (34bh) (cfa) Deg F Deg F Vent 11,550 11,550 Clg Cen /sgft 0.62 3ADe 59.2 74.2 Mn Htg -791.1 31,630 51.4 74.2 Infil 2,231 2,231 Clg Cfa /Tea 522.69 Plenum 76.9 66.1 me 8tg 0.0 0 0.0 0.0 Supply 31,630 31,630 Clg sgft /Top 636.22 Return 76.9 66.1 reheat -269.1 31,630 51.4 59.2 Mincfa 0 0 Clg stub /Sgft 18.86 Ret /OA 77.8 51.4 *heat 0.0 0 0.0 0.0 Return 33,860 33,660 No. People 300 Runarnd 75.0 68.0 umidif 0.0 0 0.0 0.0 Exhaust 13,761 13,781 Etc; t OA 36.9 Fn RtrTP 0.0 0.0 pt Vent 0.0 0 0.0 0.0 Re fxh 0 0 etg Cfa /Sget 0,83 Pu 81dT0 0.0 0.0 otal -791.1 Auxil 0 0 Etg Stub /Sea t -20.50 PA ?riot 0.0 0,0 JUN -18 -98 THU 01:38 PM URS GREINER Trams air Conditioning 2e000miea Byl U25 GREINBR MAIN SYSTEM COOLI1C0 - ALTERNATIVE 1 Spaco coil Peak OA Rm Sapp. Space Space SpaOO Peak OA Rm sump. Coil Coil Coil Time Cond. Dry Dry Air Sena. Lat, Time Cond Dry Dry Air Sena.' Lat. Room No /IIr 05/102 Blb Bulb Plow Load Lead He /Br DB/MB Blb Bulb Flow Load Load Number • Deseription (F) (F) (F) (CEx) (Stub) (Stub) (F) (7) (F) (CSe) (stub) (stub) j 1 SALES AREA 7/14 79 65 75 59.2 31,620 550,128 46,340 7/14 79 65 75 59.2 31,430 646,993 79,169 tone 1 Tota3./Ave. 79 65 75 59.2 31,630 550,130 44,340 79 65 75 59.3 31,620 646,993 79,169 20ae .1 Block 7/14 79 65 75 59.2 31,530 550,120 46,340 7/14 75 65 75 59.2 31,630 646,993 79,169 System 1 Total /Ave. 79 6S 75 59.2 31,630 550,126 46,340 79 65 75 59.2 31,630 646,993 79,169 System 1 Block 7/14 79 65 75 S9.2 31,630 550,129 46,340 7/14 79 69 75 59.2 31,630 646,553 79,149 NAt?7 SYSTEM )('SATING - ALTERNATIVE 1 Room )haeber Description BUILDING U- VALUES - ALTERNATIVE 1 Room Number Description P S A B C O O L I N G LOADS (Main System) PEAR HEATING LOADS (Nein System) Space Coil Peak OA Rm Supp. Space Space Peak OA Rm Supp. Coil Coil Floor Tie. Coa►d, Dry Dry Air Sane. • Tine Cond. Dry Dry Air Sane. Area No /Br 0* /N71 Bib Bulb Plow Load No /Br DB /118 Sib Bulb Plow Load (Sq Pt) (F) (F) (F) (Cfra) (stub) (F) (7) (a) (C4o) (stub) 1 SALES AREA 30,500 13/ 1 26 23 68 74.3 31,630 - 215,176 13/ 1 26 23 60 74.2 31,630 - 791,121 Zon. ' L Total /Ave. 36,600 26 23 641 74.2 31,630 - 215,176 26 23 66 74.2 31,630 - 791,121 Zone 1 2lock 34,900 13/ 1 26 23 60 74.2 31,630 - 215,176 13/ 1 36 33 60 74.2 33.630 - 191,121 Syatea , 1 Total /Ave. 30,500 26 23 60 74.2 31,630 - 215,176 26 23 6N 74.2 31,630' - 791,121 Spite* 1 Block 30,500 13/ 1 26 21 60 74.2 31,630 - 215,176 13/ 1 24 23 69 74.2 - 31,630 - 791,121 B U I L D I N G U- VALUES FAX NO. 16162853542 P.06/07 Room R- Values Room Room (Dtu /br /egft /r) Hass Capita. Sumer Nincr Sumer Yintr (lb/ (Btu/ Part. ExP1r Skylt Skylt Roof Mind* Nude Nall. Cell. agft) eq:t /F) 1 SALES AREA 0.000 0.530 0.500 0.922 0.047 0.400 0.414 0.179 0.317 35.2 9.11 Zone 1 Total /Ave. 0.000 0.530 0.500 0.522 0.047 0.400 0.414 0.179 0.217 35.2 9.11 SyeC 1 Total /Ave. 0.000 0.530 0.500 0.522 0.047 0.400 0.414 0.179 0,317 35.2 9.11 Building 0.000 0.530 0.800 0.522 0.047 0.400 0.414 0.179 0.317 35.2 9.11 V 600 PAGE 70 ABSRAZ 90 ANALYSIS - ALTBRNATTVB 1 JUN -18 -98 THU 01:39 PM URS GRAINER Trace Air Conditioning aeenemica By: VMS MI= BVr4DZKG ARRAS - ALTLRNATIPZ 1 AWNS 9 0 ANAT.YSS8 Overall Roof TT -Value - 0.057 (atu /ar /Sq Pt /P) Overall Wall o -value - 0.1IU (atu /Hr /Sq Pt /P) overall Building II- Value - 0.086 (8tu /Hr /Sq Pt /P) Moot Overall Thermal Transfer Value (OTTVr) Wall Overall Thermal Transfer Value (OTTVw) - B U I L D I N G ARRAS 9.44 (atu/2v /2q Pt) 8.48 (Btu/ar /Sq Pt) FAX NO, 16162853542 . P,Q7 /07 V 400 MGZ 71 Floor Total 8cpoeed Number of Area/Dupl Floor Partition Floor Skylight Ski Net Roof Window Kin Net wall .Zoom Duplicate Room Area Area Area Area /Rt Area Area /W1 Area Number Description Pit !Cm (agtt) (Mgt) (matt) (agft) (sett) (a) (soft) (egft) (a) (8gtt) 1 SUMS ARE3. . 1 1 38,500 38,500 0 375 840 2 37,460 420 4 10,733 Zone, 1 Total /Ave. 38,500 0 375 640 2 17,460 420 4 10,733 Syatem 1 Total /Ave. 38,500 0 27$ 440 2 31,440 420 4 10,733 Building 36,500 0 375 840 2 37,660 420 4 10,733 COUNT ROOM I 104 Lt./0 Li 5 VESTI 10 EQUIPMENT G.M__ 106 TELCO ROOM 103 c;L G 1><1 I><1 U LE SCALE: 1/16 = ><1 11 — rP --- 41! 0 LEO' • MAIN FLOOR PLAN 00 00 C _7_ • ' • 9CILICHT -ri I mi I 1 BABY REGISTRY 120 C =3 I>< r 9<YUGHT 1, IP) C CITY OF T11011 1 APPROVED AUG 2 8 1998 MOlED • l- EDING Di n-) BID DATE: - CADO NAME: DRAWN BY: PROTOTYPE DESIGNATION Ulo PROJECT NO.: CHECKED BY: URS GREINER INC. (A.G. 3950 SPARKS DRIVE, G 0 RAPIDS, 616 - 285 -3500 FAX 616 • I SAA • _ .._ _ . ._,A . • •,:,, - )( __. • National Office 461 From Rood Paramus, NJ 07652 (201) 599 -7800 This dray • TOYS 'R' not be without "'a Exclusive Property of ' '^ shown moy • P , Loct l .. . Scole Dote\ AS NOTED MAY Sheet No. • ' C) I mi I 1 BABY REGISTRY 120 C =3 I>< r 9<YUGHT 1, IP) C CITY OF T11011 1 APPROVED AUG 2 8 1998 MOlED • l- EDING Di n-) L ' 11 -LJ ROOM BREAK ROOM 1 112 11 ; I • 11 1; . r' 6 ; A y JANITOR 'L (oL 1/4i v- L s — 2 1/2" 1><1 3 1 7^ e...1 e , a e.• ; I I )p . SALES SALES AREA 101 PRE-SALES AREA 9(YUGHT (TYP) / 56- A-1-t �t $.U. a 6" P. 5.) PRE —SALES AREA Z " O.L . y T re I )(� SALES I mo" r AREA w X I 4 ><I C Si(YLICHT (TYP) 0 6,L ry ; Z. i • C:V z i RECENED CITY OF TUKWILA 4 �,v0o 1998 PERMIT CENTER Drawing Referenc BID DATE: - CADD NAME: m PROJECT NO.: DRAWN BY: CHECKED BY: PROTOTYPE DESIGNATION' URS GREINER INC. (A.C. 3950 SPARKS DRIVE, GRAND RAPIDS, 616- 285 -3500 FAX 611 WOMEN 109 MOTHERS ROOM F110_1 TRAINING ROOM BREAK ROOM FT2 1 MEN 107 JANITOR 108 3 I /7• Et) (*IL PRE—SALES AREA 113 • • • " • • • .• • • • • .• . . • ••• • • . , • • • . • . . • •••:‘ " ' • ' ; • • • • . , • . . .•, . . • 7. . 3/e ..• . : • ,r---.--, 1 1 .N. ...' ' • 1 ' I. . I t ( '. ' • S 1 • • I TiTf ' 1 1 1 ' 1 II 1 ! • t . ( ., . • • r: • r PRE -SALES AREA 113 �! re. a $'o• e. O. C RECEIVING 114 I I><1 ►il�;. 3/4 • • I I . I I .I I. • I I 7 I • • POWER —ROOM 'RECEIVED CITY OF TUKWIIA p,UG 0 4 1 1998 PERMIT CENTER No Date Description 03/ PRELIMINARY REVIEW l COORDINj 05/OS/98 ISSUED FOR PERMITS AND CONS' 05/12/98 PRE -BID ADDENDUM N0:1 Drawings Revisions Drawing Reference City of Tukwila Fire Department Fire Department Review Control # r R 55 - egc.A Re: H.V.A.C. at Bab r. uS 11 Soo 50 tAkv P`t Dear Sir: Thomas P. Keefe, Fin' 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 Yours truly, City of Tukwila Fire Department Thomas P. Keefe, Fire Chief 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. *I VJcrYC - 67r 5la The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 575 -4404 • Fav (206) 575-4439 F625.0.1.0011 (8/971 Minch And Display Celli !leak - • - 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 D'AIMIAndDisplayCerffii.mt. RETAKE OF PREVIOUS D 0 CUMENT F623•N2-noors/971 Detach Display Certilicac MACDONALD MILLER CO 7717 DETROIT AVE SW SEATTLE WA 98106 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 Dt.tali And Displo Revisions No Dote Description 1 05/05/98 ISSUED FOR PERMITS AND CONSTRUCTION 05/12/98 PR BID ADDENDUM NO.T Drawing References No DIORIng I BID DATE: - CADD NAME: A13 PROJECT NO : M103040 _. DRAWN HY: NIP \ MU CHECKED BY Ras PROTOTYPE DESIGNATION ORS GREINER INC. (AC.) 3950 SPARKS DRIVE, GRAND RAPIDS, MI 49546 616- 285 -3500 FAX 616- 285 -3542 VAIN / ' National Office 461 From Rood Paramus, NJ 07652 (201) 599 -7800 This drawing is the Exclusive Property of TOYS 'R" OS. The information shown may not be used nor the Drawings Reproduced without permission of TOYS 'R' OS. Location TUKWILA, WA. PARKWAY SUPERCENTER Drawing Title ROOF PLAN Scale AS NOTED Date MAY 5. 1998 Sheet No. A.i o 3 AR F P. EAST BABIES 'R' JS RDDF VDF UNIT DETAIL NOT TD SCALE fr(q5o GENERAL NOTE: 1. All ROOF - PENETRATIONS REQUIRE PRESSURE TREATED 246 nap &DOTING AT 1NSUTATION AROUND ENDRE PERIMETER OF OPENING FOR FIASHN; ATTACHMENT. 2. NOT USED 3. REFER TO DETMLS ON SHOT AI.4 FOR ROOF PENETRATIONS. 4. TYPICAL ROOF TOP UNIT LOCATIONS (VERIFY LOCATIONS MD ROOF OPENINGS WI1N MECH, AND ORDINATE WITH STRUM. ORAWt005 AND EXISTING ROOF FRAMING 5. GA.S PIPING TO BE PANTED - YELLOW. UNLESS PROHIBITED BY SPECPC JOB CONDITIONS. IF THIS OCCURS VERIFY P N N T C 0 CR WITH BABIES 'K US REP. PRIOR TO PANTING. 6. PROVIDE ROOF CRICKET$ (TAPERED :050NTON) AT ALL ROOF °PENNGB A MINIMUM OF I/4 PER FOOT. I. DO NOT ATTACH 4,4 WOOD SLEEPERS TO DECK FOR SUPPORT OF CAS PIPING PROVIDE PAD$ BELOW SLEEPERS 8- CONTRACTOR TO VERIFY THAT LOCATION OF HVAC UNITS AT PERIMETER MEET CODE FOR MINIMUM DISTANCE FROM EXTERIOR wall. NOTIFY ARCHITECT AND / OR TRU / BRU CPM OR FIELD REPRESENTATIVE OF ANY DISCREPANCY PRIOR TO INSTALLATION . I L I>1 ><i L! J ROOF PLAN SCAIL I/16 m 1' -d ALL EXSDN4 .r_PGHTS ARE TO R£NMN CONTRACTOR SHALL CAUL, AND SEAL Ml SKYLIGHTS AS REQUIRED TO PREVENT LFAKiNG PEAK C NORTH APPRCI00ATE LORATICN OF E05RG \ sc �n�H7S wITNIN RtU STORE- _..L..__.�_'. L_J L! J EXISTING ROOF. HATCH (CO NTE IVII -- _ ROOF FR 1.0.) [><I CT E COP`! 11 c ^a- - :.id omissions 1 1;7_, of old,. does not authorize the violation 01 a / ad-r:ed coda or ordinance. Receipt of contractor's copy of -_• •ved Owe --. ed. Aik By /_ Date - 4, Permit No. =C _ ;=ORATE PERMIT TCOUIRED FOR: MECHANICAL , ELECTRICAL API UMBING a PIPING TY OF TUKWILA i5Ij_OING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER mg8-061+ KEYED NOTES (APPLICABLE. To DRAWINGS MI THRU M4) PROVDE 1/4' TYPE L COPPER CNDENSATE ORAN FROM UNIT TO ROOF ON LOW ROOF (DO011.L) SIDE OF UNIT. ;EXTERNAL 4' DEEP P -TRAP REQUIRED ONO tF EWIPMENT t5. NOT SUPPUED WRH BUILT -PI - TRAP SYSTEM. REFER CONDENSATE ORAN DETA1l ON DRAWING 112. VERIFY. WITH RTU MFR. CAP All UNUSED CONDENSATE ORAN FlfiNGS. ANCHOR THE OSCHARGE END Of CONDENSATE ORAN KING TO ANN. 4 X /' X 24 LONG waJAANIZED WOW ..KING WITH 1" GALY. STRAP ANCHOR AND NO (2) /IO x 1 I/7 SHEET METAL SCREWS. CENTER BLOCKING BELOW %PING. DO NOT ATTACH WOOD BLACKING TO ROOF. TYP- ICAL AT ALL BTU'S WHEN REOLARED BY LOCAL CODE, CONDENSATE PIPING SHALL BE EXTENDED AS REGO. TO DISCHARGE INTO THE SANITARY SEWER THROUGH AtN APPROVED INDIRECT CONNECTION OR TO AN APP - ROdEO DRY WILL .'LxATION AND METHOD OF ExSCIMRCE SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT /ENGINEER OR THE OWNER'S REPRESENTATIVE. N6UUTE ALL INTERIOR CONDENSATE DRAIN PIP - LNG WITH 3/6 THICK 'ARIAAFLEI' PIPE INSULATION (DR APPROVED EOUNALENT). SEAL ALL JOINTS IN THE INSULATION- 2O SUPPLY AND RET,IRN. NR OUGIVG aL SHALL HAVE 1' THICK INTERNAL FIBERGLASS DUCT UNER EQUNALENT TO CERTANTEED (.5) OR OwENS CORNING. DUCT DZES SHOWN ON DRAWNG ARE SHEET METAL 92ES. ALLCwANCE FOR IN iEERNAl DUCT UNER H!5 BEEN MADE WHERE SPECIFIED. NAC SHALL PROVIDE FULL ORE DIRT LEG WITH CAS COCK NNO UNION AT ALL GAS. FIRED EQUIPMENT. TYPICA AT Ali RR, AND UNIT HEATERS. CAS PIPING SHALL BE INSTAL;EO ON ROOF, EXCEPT 'WHERE NOTED. REFER GAS ROME SUPPORT DETAIL ON ANC. M3- HORIZONTAL INTERIOR CAS PIPING SHALL BE RCUTED AS NCH AS POSSIBLE MTH SEISMIC RESTRAINT AND ALLOWANCE FOR SLOPE AS REQUIRED. �J TYPE 'B' CAS FLUE WITH FLASH. CONE, STORM COLLARS, AND 'UL' USTED STORM PROOF CAP. HEIGHT OF FLUE STACK AS REQUIRED BY LOGE. CODE FLUE STACK AND ACCESSORES BY META9ESTOS OR EQUIVALENT. REFER TO UNIT HEATER DETAIL ON DWG. M3_ FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEERNG CONF1GLIRATHN5 WITH NOT LESS 0RH MFRS. RECOMMENDED BEND RADIUS, 1WTHOUT UNDUE RES1RCOONS. BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 It WIDE SHALL BE USED TO SUSPEND FLEXIBLE DUCTS. DuCPNG FURNISHED WIDE FACTORY INSTALLED GROMMETS SNAIL BE SUSPENDED BY CURES ATTACHED TO GROMMETS. �7 THERMOSTAT FOR 0H -1. MOUNT ON WALL WHERE SHOWN AT 48' ASS. PRO. 7 x H STEEL - CONTROL OOx AND 1/7 EMT CONDUIT FOR T -STAT WRING EXPOSED ON WALL. ROUTE 00000HTAL PORTION OF CONTROL MR. CONDUIT AS HIGH AS POSSIBLE TO UNIT HEATER. PROVDE DUCT DROPS FROM UNIT FULL SIZE OF ORE CUPS OPEta0OS. TRANSITION AS REQUIRED TO DUCT SIZES SHOWN ON P. TRANSITIONS SHALL BE MADE IN ACCOROA.NCE WITH SIAACNA STANDARDS. VERIFY ROT CURB OPENING SIZES AND CONFIGURATION WITH Rio MFR. L <� THERMOSTAT FOR TF -2. MOUNT ON WALL WHERE SHOWN 46 A.F.F. PRO,. UNE VOLTAGE THERMO- STAT, HONEYWELL MODEL #1•651A OR APPROVED EQUN0.FIHH NT. POWER WIPING THRU THERMOSTAT BY ELC. THERMOSTAT BY HAD. REFER ELECT. DRAWINGS FOP afiROOCATION. t0 CAS METER AND REGULATOR. CONNECTED LOAD - !940 MEN. OEIJVERY PRESSURE 7 W.C. COORDINATE MTH CAS OTWTV CO. RE415E0 CONNECTED LOAD. I I PROVDE UNIT HEATER (OH -1) RIO OPTIMAL VERTICAL LOUVERS. HAG SHALL ADJUST THE VERTICAL LOUVERS TO PROVIDE aft DYSTRBUDON WTH A 90 HORIZONTAL SPREAD. ADNST TH.E /AIRES OF THE HORIZONTAL LOUVERS TO 20 O7wN FROM HORIZONTAL. 72 MOUNT BOTTOR OF UNIT HEATER (UH -I). PIPING AND ACCESSORES AT I I' -0 AFF. (MINIMUM CLEARANCE). REFER TO UNIT NEATER DETAIL ON DIG. r43. ED REFER TO DOOR OR CURIA. MOUNTING DETAIL ON DRAWING 143, SCHEDULE ON DRAWING 444 AND SPOORCADONS SECTION ISO FOR CLARNlCA00N. = HAG SHALL FURNISH AND INSTALL A 20 VAN SYSTEM WITH T -STAT H CONTROLS TO CONTROL OR FLOW INTO OfnCES- SYSTEM SHALL ALLOW 25% FLOW TO OFFICES IN THE RESTRCTED POSITION AND HAVE A STATIC PRESSURE REGULARNG OAMPER TO BYPASS EXCESS SUPPLY NR INTO SALES AREA, INS._ PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PROCEEDURES. POWER MAY BE CONED THRU THE SERVICE CUTLET OF THE BTU: NOTE: CONTRACTORS SHALL REFER TO THE FIXRIRING PLAN, DRAWING FI.1, FOR COORDINATION Of ALL PIPING, EMINENT, DUCTS, VALUING, AND SERVICE RSERS WITH THE OWNER'S STORE FIXNRNG. ALL SYSTEMS SHALL BE ROUTED ANO /OR LOCATED AS REOutRED TO MO INTERFERENCE W1H THE STORE FIXTURES, SHELVING, AND RACKING. INCLUDING THE FUNCTKINAL USE OF SANE. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIxTuR1NG SHALL BE CORRECTED AT NO ADOMONAL COST TO THE OWNER. SPECIAL CONSIDERAD ON SHALL BE MEN TO THE ESMETIC !KENT OF THE FRONT GRAPHICS IVAY1 OF THE STORE MD. TO THE STORAGE AND MATERA.S HMNCUNG ASPECTS Cr THE PRE -SALES AND REC.. DOCK AREAS. REQUIRED SEISMIC BRACING \ q8-00 WOMEN 109 MOTHERS ROOM CONNEC TO, EXISTING GAS ` SERb900 TRAINING ROOM ROOM 1 1 1 2 I EQUIPMENT + - ROOM -- 6 - -� - - I ' s MEN JANITOR L208 I 3 t /0 I I 1 1,Az` � I' h : fi 1 113 I SALES AREA L 101 413 — RECEIVING 1 114 1 I BABY I REGISTRY 1 120 I MAIN FLOOR PLAN PLAN ® NORTH SCALE: 1 /16 = i•-0r OD a —I L v UH = / 5 PRE —SALES AREA a I —G --G � _G— — I s 9(YUGHT (HOP) POWER - - --ROOM Cs FLUE THRU ROOF. F i Dote 03 20 98 Sheet No Description BID DATE - CARD NAME - CO DRAWN BY: PROTOTYPE DESIGNATION. Revisions PREUMINARY REVIEW / COORDINATION ISSUED FOR. PERMITS ARO CONSTRUCTION PRE -BID ADDENDUM NO.1 rowing References PROJECT NO UTOERRO CHECKED BY: URS GREINER INC. (AC) 3950 SPARKS DRIVE, GRAND RAPIDS, MI 49546 616- 285 -3500 FAX 616- 285 -3542 riThIAS4 National Office 461 From Rood Paramus, NJ 07652' (201) 599 -7800 This drawing is the Exclusive Property of TOYS 'R" US. The information shown may not be used nor the Drawings Reproduced without permission of TOYS 'R' US. Locotion TUKWI LA, WA. PARKWAY SUPERCENTER Drawing Title MECHANICAL FLOOR PLAN Scale Date' AS NOTED MAY 5, 1995 CA. Revisions No Dote Description 03/20/98 PRELIM REVIEW 1 COORDINATION 05 05/98 ISSUED FOR PERMITS AND CONSTRUCTION I 05/12/98 PRE -BID ADDENDUM NO .1 ... Drawing References No Drawings BID DATE - CADD NAME 42D PROJECT NO• M10J040 DRAWN BY CHECKED BY PROTOTYPE DESIGNATION URS CREINER INC: (A.C.) 3950 SPARKS DRIVE, GPtAND RAPIDS, MI 49546 616- 285 -3500 FAX 616- 285 -3542 *Asa , vir ,-, • National Office 461 From Rood Paramus, NJ 07652 (201) 599 -7800 This drawing is the Exclusive Property of TOYS 'R' US. The information shown may not be used nor the Drawings Reproduced without permission of TOYS "R' US. Location TUKWILA WA. PARKWAY SUPERCENTER Drawing Title MECHANICAL DETAI Scale AS NOTED Dote MAY 5, 1998 Sheet No. V7OAR (4) 12'0 FLEX DUCT fttPl — 3 M2 ml 14X12 TI -2400 48X24 SCALE 1/8' = t' - 0" YU TIP.) 1 2 9 SI -600 ( 1- VESTIBULE 1 102 I PLAN Edli NORTH 22x ENLARGED VESTIBULE PLAN IIn 1 20 %16 v DAC cR 54 -1000 zOx�Q y97E FOR KEYED NOTES. REFER OWG. MI. XX = KEYED NOT S S1 -150 924 S1-150 624 \` MOTHERS ROOM [ 1 io I (T ) SI -200 924 M, /DAMPER (TwJ SPIN COLLAR 2.0 MOUNT HIGH 405 L POSSIBL E, 18X6 T2 - AIL v CEILING MOUNTED goal 105 glom l e" Mirnitan e , 1 STATIC PRESSURE PECULATING pAMPER 12 M1 DAMPER ( TIP. ) VP/ (124_, TELCO ROOM M2.0 101 TI -1166 ED ( TIP ) ,4%10 14x,0 ISO COUNT ROOM ENLARGED OFFICE PLAN M( .0� SCALE: I/8" = 1' -0' MOUNT BOTTOM OF TRNISFER FAN TF -1 0 2' -0' (MAX) ABOVE CEILING. PRO04D0 AUAUARY STEEL ANGLES, CHANNELS.' AND /OR UNI -STRUT AS REQUIRED TO SECURELY SUSPEND FAN FROM ROOF FRAMING. PROVIDE ANTI -SWAY BRACING AND /OR EARTHQUAKE RESTRAINTS AS REQUIRED BY LOG, CODE. ��`'''',� ,rte., �. ✓- E -420 E1 -420 Y MEN WOMEN ;224 I 109 Wpm la R i f d -12 (3 I 0 12%12 DUCT SCALE 1 /8' 1' -H" 1224 .22X22 MU II v 12 S1 -550 122 J 14 12X8 S4 -200 924 OFFICE PLAN 1224 R1 924 EQUIPMENT ROOM I!TOT I R1 -550 00 S1 -150 924 T2 116fi 1 ' MOUNT AS HI(71 I %12 I AS P054BLE. JAN IT 108 TRAINING ROOM (Ti PLAN NORTH 54-150 6 %12 . RI-25o NORTH 924 24 %16 ( MOUNT AS HNd, R- 1200 1 t5 PDSSI ROOM 112 ENLARGED TOILET AREA PLAN S4 -250 VA 8 4 Revisions NO I Dote Description 03/20/98 PRELI INARY REVIEW / COORDINATION 05/05/98 ISSUED FOR PER ITS AND CONSTRUCTION 05/12/98 PRE-BID ADOENDU NO 1 Drawing References Drawings BID DATE - CADD NAME: M PROJECT NO - .I.X.f DRAWN BY: CHECKED BY: PROTOTYPE DESIGNATION . ,.. URS GREINER INC. (A.C.) 3950 SPARKS DRIVE, GRAND RAPIDS, MI 49546 616-285-3500 FAX 616-285-3542 Ill Nat - ion C al -' 0ffice 461 From Rood 0 Paramus, NJ 07652 (201) 599-7800 This doing is the Exclusive Property of TOYS "Ir US. The information shown may not be used nor the Drawings Reproduced without permission of TOYS '12 US. Location TUKW I LA WA., . PARKWAY SUPERCENTER Drawing Title MECHAN I CAL DETAILS Scale AS • NOTED I Dote MAY 5, 1998 Sheet No. 3 0 /V ,,---,-, HAN.R ROD (TYP.) SIZE AND NUMBER PER MFR. RECOMME.... PROVIDE AUX. FRAMING AS REVD. TO SECURELY SUSPEND UNIT FROM ROOF FRAMING. UNIT HEATER DETAIL SCALE: NONE : CONTRACTOR FURNISHED RN CON EU RNiSHED/ APTER Los 3' 3 HEIGHT OE THAN AN Yeto 13 - I . i II i wawa )-- uT RTU CONDENSATE DRAIN PIPING DETAIL SCALE: NONE vENT CAP vi/ BIRD SCREEN canr ATTACHED AND FLA. TO R.F. 90 ELL CLDP AS NOTED 0, C.., AN. 500311 ELEV. NOTE: MOUNT THERMOSTAT AS SHOWN ON DRAM., FLUE CAP - PIPING - SIZE . NOT GN DRAVANCS NOTE_ EXTERNAL P -TRAP RECD. ONLY IF RN rS NOT SUPPUED WITH A BUILT -IN TRAP SYSTEM. VERIFY TH RTU MFR NOTES: Sisw, BE SUPPORTED AT Ati ELBOWS AND TEES MO AT 1 O'-0 SPAONG ON ROOF. PIPING SHALL BE 40PED MD Rain TO PREVENT TWIN. CONDENSATE (EXCEPT AT NOT LEGS) MID TO FACAITATE CONDENSATE DRAM.. 2. GAS WING PENETRAT1CNS IRRII ROOF SHALL BE MADE wATEMIGHT 07 MOMS SPECIFIED IN SECTION 1B . APPRO. RICH POCKETS. (TYPICAL ALL C. PiPiNG MOVE ROCf) - SHER METAL AEEVE. PANT PER OWNER'S REP. DIRECTION. COURTIER FlASHMG, MANE RAN TIGHT FLASHING COLLAR - SECURE TO ROOF DE CX a LI ILI TRAP SEAL EXTEND MIN 3' - PAST TEE DOWNHILL SIDE OF UNIT (TyPiCre_i FLUE G.METER AS SHOWN . DWGS. 1 6 CA.E CALV. STRAP ANDMR WITH TWO (2) 110 X 7 G. SHEET METAL ' CREW ' G. PIPING ROOF SURFACE ROOF GAS PIPING i f / SUPPORT DETAIL NOT USED R. CURB (FURNISHED BY CONTRACT.) CAN SCALE: NONE 4 TOP Of ROOF DE, ROOF BAR MST Oct STRUCT. DWG, SA GRILLE (4 SIDES) I .500 CAI EA SIDE SA k CONCENTMC W MORN ON FROM RETURN AIR GRILLE --if NOTES: - INSTALLATION Of MOTS. DIFFUSOR BOX, k GRILLES S., BE PERFORMED INSTNIATION OF DUCTS, DIFFUSER BOX. k MILES IS TYPICAL AcE TOlL-C TIM 6. - DO NOT INSTALL FLEXIBLE DUCT C.W.O. FOR SA k RA DUCTS FOR RTU - REFER RCA-1 1.1) 6 SUPPLY ,k WWI AIR OUCT k GRILLE SPECIFICATION'S ON , SHEET NA F. FURTHER REQUIREMENTS AND CLARIFICADON. CRC 9011. PROADE Auxuvry STEEL CHANNELS, ANGLES, AND/OR LW-STRUT AS REQUIRED TO SECURELY SUPPORT INE SA DUCT. DIFFUSER BOX, MO GRILLES FROM NE ROOF STR.R1RE. PRCMOE WORM ISOLATION FOR SUPPORT FRAHM. RTU-1 THRU 6 SUPPLY & RETURN AIR DUCT & GRILLE DETAIL cr0 4 - wok C DIFFUSER & GRILLE SCHEDULE ROOF TOP UNIT SCHEDULE ( "..../\ RTU -9 NOT USED EQUIPMENT MARK APPROX. B.C. RTU -1 THRU 6 RTU -7 • RTU -8 NOMINAL TONS . 1 UNION, 060 15 3 2 1/2 8 1/2 DISCONNECT DOWN. TOTAL COOLING (MBH) DON. DWG. 188.1 36.1 31.0 105.0 „ SUPPLY AIR DIFFUSER SENSIBLE COOLING (MBH) 10007 ICA0 CONTRACTOR . ENERGY MANAGEMENT SYSTEM 1354 28 24.6 74.5 EQUIPMENT EXHAUST TOTAL CFM. FIN. FL.... ,! - 6ppp_ 1200 :OLTO 3400 FLEXIBLE DUCT CONNECTION ENTERING DRY BULB /WET BULB CO HORSE POWER 80/67 80/67 80/67 43/67 IN IPLV COND. AMBIENT (T) DNS`WRCE .00 SUPPLY AIR Duo 1><I 95 95 95 95 MANUFACTURER MINIMUM GAS HEATING INPUT (MBH) N.I.C. N.T.S. 169 /260 t07 50 84.5/130 BASED ON ACTUAL DUCT SIZE AND NOT ON SCHEMARC SYMBOLS ON ORAwING. GAS HEATING OUTPUT (MBH) PLUMBING 735/20a 78 38 67.5/104 RN SA BLOWER H.P. OR KW - UNIT EQUIPMENT DESIGNATION 3 H.P. 1/z HP. 1/3 H.P. 2 H.P. SENSIBLE SHEET MIN. OUTSIDE AIR CFM SIC. 1303 180 60 133 / REy@0N5 , A4' COMP. H.P. OR KW TYPICAL. 12.8 3.2 2.8 7.0 KW W/0 POWER SUPPLY (VOLTS- PHASE) . PONY CF COHNECi10N 4 60 - 3 460 z08/23P -1 460 - 3 CENT TIiASE FILTERS 'F 2• TA 2" TA 2" L6 Y TA EXTERNAL S.P. C OF W.C.) R2 0.60 0.60 0.60 0.60 APPROX. WEIGHT (LBS. - W /CURB) 2609 545 536 1460 ALUMINUM EQUIP. TER /IPLV /SEER 17.5/13.3/ --- 93/-- -/10.1 I ; i a8 / -- -/10.0 11.0 /12.0/ - -- LENNOX MODEL NUMBER LGA7801 60316 413 - 100 GC516 311 - 50 LGA10214 ACCESSORIES /OPTIONS FURNISHED BY OWNER (Y OR N) FACTORY INSTALLED ECONOMIZER W /BN20METRIC RELIEF, DIFFERENTIAL ENTHALPY CONTROL N OUTDOOR AIR HOOD ,_ y -- TWO POSITION DAMPER '' " " Y ALTERNATE DRIVE DRIVE 2 N N OB4E 1 ALTERNATE MOTOR " " " N ROOF CURB Y Y Y Y BOTTOM POWER ENTRY KIT (IF AVAILABLE) Y Y SMOKE DETECTORS SA /RA FACTORY INSTALLED= Y N N N DISCONNECT SWITCH (NON FUSED) FACTORY INSTALLED 7 N N r SERVICE OUTLETS (GFCI TYPE, FACTORY MOUNTED, FIELD WIRED BY ELC) Y N N Y N T : I. PERFORM TESTING AND BALANCING AND SUBMIT REPORTS TO THE ENGINEER IN ACCORoAKE sun SPECff1GTIGN SECTION 15D. 2. REFER i0 ROOF FRAMING PUN FOR EXACT LOCATION Of ROOF TOP UNITS. CFM. . RRIER 1 ON LFf;INO% QR ER LT. .,....o+ • . FTELO SUPPLIED DRIVE . MC L PRCMDE -SU .Y D RETURN AN D TO SMUT CCWN RAC SHALL WIRE SMOKE (TROUBLE SIWL) PONDS THERM. REQUIRED. FACTORY INSTALLED SMOKE DETECTORS NR Duct; IN RN -1 TH. THE EVAPORATOR. BLOWER UP. IN THE . RN -6 AND RN -9 ACTIVATION. AR STEM ALARM SYSTEM OUTLET CC DETECTORS TO THE FIRE NAY BE TH. THE COURTESY DIFFUSER & GRILLE SCHEDULE MECHANICAL SYMBOLS AND ABBREVIATIONS LEGEND AF.F. ABOVE FINISHED FLOOR - - - G - - - EXISTING CAS PIPING APPROX. B.C. 'APPROXIMATE BALDING - - - G - -. - NEW CAS PIPING CFM C.L, E COL CUBIC FEET PER MINUTE CENTERLNE COLUMN'. . 1 UNION, 060 OH 0.9 DOOR HEATER (NR 0001445) DAMETER i�l. LEG 4SC. 0 t4 DISCONNECT DOWN. �-I - Zi GAS COCK DON. DWG. DOmESTIC ' DRAWING ____J DAMPER EER 01 ENERGY EFFICIENCY RATIO EXHAUST FAN „ SUPPLY AIR DIFFUSER ELC EMS 10007 ICA0 CONTRACTOR . ENERGY MANAGEMENT SYSTEM RETURN OR EXHAUST GRILLE ENL ENLARGED EQUIP. EMT EQUIPMENT EXHAUST OT THERMOSTAT FIN. FL.... FINISHED FLOOR BITE TI NRl4. FURNISHED D I' FURNI G k NR CONO. CONTRACTOR OTTI FLEXIBLE DUCT CONNECTION HP. HORSE POWER I j! RENRN. EF W151 OR HVAC HEATING, VENTILATING, NR CONO. (� WT90E AIR Doti IN IPLV INCH(ES) INTEGRATED PART LOAD vALUE DNS`WRCE .00 SUPPLY AIR Duo 1><I KW MBH - KILDWATT(S) 1000 BTUH r--� S7 -125 w- - SUPPLY NR -AIR QUANTITY (CFM) _ DIFT}1SER MFR. TAN. MANUFACTURER MINIMUM I -- 624 - DIFFUSER 32E (NECK /FRAME) DES.ADON - N.I.C. N.T.S. NOT IN CONTRACT NOT TO SCALE TURNING VANES - NUMBER OF VANES SHALL BE OAO /A PBC C''''BE A M PLUMBING CONTRACTOR BASED ON ACTUAL DUCT SIZE AND NOT ON SCHEMARC SYMBOLS ON ORAwING. P.C. PLUMBING i DUCT SIZE DEGNARCN_ SIZE 5 SHEET METAL RA RR.. RETURN AR REQUIRED SIZE. Al10WPNE HAS BEEN M4L7E TOR INTDUOR INSILAPON WHERE SPECIFIED. RN SA ROOF TOP UNIT SUPPLY NR UNIT EQUIPMENT DESIGNATION SEER S P. SEASONAL ENERGY EFOCIENCY RAT/0 STATIC PRESSURE M ... SENS. SHY. SENSIBLE SHEET - ® KEYED NOTES ON Dila. SIC. SERVKF -. . 7 -STAT TF THERMOSTAT TRANSFER FAN / REy@0N5 , A4' TYP_ TYPICAL. ...__ .. _-. .. UH W/ UNIT HEATER . W/0 'AMI WII ROUT . PONY CF COHNECi10N W VAV .C. WATT(S) VARIABLE NR VOLUME wWAAT COLUMN FD ARE DAMPER 1 CENT TIiASE ,. pJ � °�•(\ 'F DECREES FAHRENHEIT c 4 a DIFFUSER & GRILLE SCHEDULE MARK APPLICATION MANUFACTURER / MODEL MAT 'L. FINISH FAN R.P.M. REMARKS VCAESSORIES PC ACCESSORIES M REMARKS LOCATION GEEING ANEMOSTAT / OP STEEL BWE x 850 -160 -4 700 /1166 LA' -!N * -BAR S2 DUCT MOUNTED ANEMOSTAT / S2H0 ALTA,. EWE X X INURE FAN 2 SPEED) EM &R , OPPOSED BLADE DNA?_ SEE 0E1N5 ON M2 53 CEILING ANEMOSTAT / OF STEEL BITE X % 775 7 SURFACE MOUNTED S4 SIDE., ANEMOSTAT / IJ ALUMINUM BWE X 910 0.250 •• DRUM LOUVER 55 CEILING ANEMOSTAT / SE. STEE_ BwT f TOILET ROOM ACCESSORIES: DS - DISCONNECT SWITCH, BO - BACKORAFT DAMPER, AP - ADJUSTABLE PULLEY, PC - PREFAB CURB. BS - BIRDSCREEN, Cr. - OUTLET SUPPLY GUARD, BC - BELT GUARD, VI - VIBRATION ISOLATORS, FSC - FAN SPEED CONTROLLER LAY -IN T -BAR E'. CEILING ANEMOSTAT / .5 ALUMINUM BWE X LAY -IN T-BAR E2 CEILING ANEMOSTAT / 53H00 STEEL BWE x SURFACE MOUNTED TI CEILING ANEMOSTAT / GC5 ALUMINUM BWE TAY, T -BAR 2 SIOEW, hNEMOgg ! .5 ALUMINUM BNE SURFACE MOUNTED RI CEioNG ANEMOSTAT / GC5 ALUMINUM BYTE LAY -IN T -BAR R2 DUCT MOUNTED ANEMOSTAT / .5 ALUMINUM BWE R3 CEILING ANEMOSTAT / .5 ALUMINUM BWE SURFACE MOUNTED FINISH: BAILED OFF -WHITE ENAMEL (BWE) ACCESS. ES: VC- VOLUME CONTROL •• - PROVIDE LOUVER WITH PC- PATTERN CONTROL OPPOSED BLADE DAMPERS. FAN SCHEDULE .4 � ,,,,,,,, MARK MANUFACTURES SIZE /MODEL C.F.M. S.P. IN W.C. FAN R.P.M. ELECTRICAL DA DRIVE ACCESSORIES M REMARKS LOCATION H.P. /w VOLTS MUSE TF -7 CREENHECK 850 -160 -4 700 /1166 0.725 888/7400 1/4 N.P. 775 HERTZ D DSAP,050,B6310 INURE FAN 2 SPEED) EM &R , 'F - 2 GREENHECK SP- 127 405 0.050 7580 790 w 775 7 0 05.FSC OOLONG 4K:INTED EQUIPMENT Rt702 01 -7 GREENHECK 00 - 100 -4 -2A 910 0.250 1248 I/4 HP. 115 7 8 DS.BDPPPC,3S ROOF ALTO. TOILET ROOM ACCESSORIES: DS - DISCONNECT SWITCH, BO - BACKORAFT DAMPER, AP - ADJUSTABLE PULLEY, PC - PREFAB CURB. BS - BIRDSCREEN, Cr. - OUTLET SUPPLY GUARD, BC - BELT GUARD, VI - VIBRATION ISOLATORS, FSC - FAN SPEED CONTROLLER S 8 C � • BASE 0 _MR AND MUCINE ONLY RTU -1 THRU 6 SUPPLY & RETURN AIR DUCT AND GRILLE SPECIFICATIONS HAVC SHAD PROVIDE ANI� HAVC TO INSTAL: A 1 ( 5tl I D } B�""RETU . LL H6'N,SU _YI>'N9 "R�Tt1RN P1R OUCiS NPINU URED �FOiF TO US 8P" ROOFTOP SYSTEMS, INC 1811 TRINITY VALLEY CARROLLTON. TX 75006 -6510 TELEPHONEj'S (214) 247 -7447 (806) 552 -4822. FAX if (214) 243 -0940 OR 2. DUCTS, DIFFUSER BOX, AND GRILLE SHALL BE 51 ES. AS RECOMMENDED BY MANUFACTURER F. CFM AND RN MODEL LISTED FOR RTU -1 111. 6. SUPPLY DIFNSER BOx STATIC PRESSURE SHALL NO EXCEED 0.45" FOR LISTED CNN. • 3. SEE OWNERS CONSTRUCTION REPRESENTAOVE FOR SELECTED VENDOR. MICRO METL 3419 ROOSE'•ELT AVENUE iNDVmWPOLIS, IN 46218'. TELEPHONE +'S (317) 543 -5980 (800) 662 -4822 FM j (317) 543-5986 M 6 18 - NOTES: 1. PROVIDE L: OONAL DISCHARGE MTH VERTICAL AND HORIZONTAL NR PATTERN VANES ON `.011 R 2. PROVIDE UNIT WITH OPDONAL UPPER -HALF SAFETY TAN 'GLVRD. HEATING & COOLING SET POINTS UNLESS OTHERWISE DIRECTED 8Y TOYS • F' US. THE FOLLCWINC SET POINTS SHALL APPLY TO ALL SYSTEMS OCCUPIED COOL - 76 UNOCCUPIED COOT - 85 OCCUPIED HEAT - 68 UNOCCUPIED HEAT - 58 NOTE: THERMOSTATS FOR HEATING ONLY SHALT HAVE SET HOIRT RANGE OF 55r TO 75 k FOR HEATING k 0001.1NG SW11 HAVE SET POINT RANGE OF 55'1 10 135 (ADJ.) TO PRf810E A RANGE OF TO BETWEEN FULL HEATING k Nu. 0C/DUNG. ALL HEATING k COOLING THERMOSTATS 9�ALL 9E DESIGNED TO TERMINATE ALL HEADNG B 68 M ALL COOLING 0 7BF. HVAC EQUIPMENT SHALL COMPLY WITH GDARNING CODE. MESE MIME MEIN Drawings Description 03 20 98 PRELIMINARY REVIEW / COORDINATION 05 05 98 ISSUED FOR PERMITS AND CONSTRUCTION u 05 12 98 PRE BID ADDENDUM NO.1 ■ EOM OEM Drawing References BID DATE: - CADD NAME: M40 DRAWN BY: PROTOTYPE DESIGNATION URS GREINER INC. (AC. 3950 SPARKS DRIVE, GRAND RAPIDS, MI 49546 616 -285 -3500 FAX 616- 285 -3542 Location Sheet No. Revisions PROJECT NO.: MtOJ040 CHECKED BY This drawing is the Exclusive .Property of TOYS 'R" US. The information shown may 461 be used nor the Drawings Reproduced without permission of TOYS 'R US. Notional Office 461 From Rood Pyramus, NJ 07652 (201) 599 -7800 TUKWI LA, WA. PARKWAY SUPERCENTER Drawing Title MECHANICAL SCHEDULES Scale ' I Dote AS NOTED MAY 5, 1998 V 4 0 AR UNIT HEATER SCHEDULE MARK MANUFACTURER i MODEL B T U H C.F.M. CONN H.p_ ELECTRICAL DATA FLUE DMA. WEIGH] (LBS. ACCESSORIES LOCATION NOTES INPUT OUTPUT VOLTS PHASE HERTZ ,_.UFlU RCZNOR F10O 63,00 80,000 :250 IT 1/30 175 1 60 6 97 REFER SPECIFICATIONS SECOO: 150 RECEMNG 1,2 S 8 C � • BASE 0 _MR AND MUCINE ONLY RTU -1 THRU 6 SUPPLY & RETURN AIR DUCT AND GRILLE SPECIFICATIONS HAVC SHAD PROVIDE ANI� HAVC TO INSTAL: A 1 ( 5tl I D } B�""RETU . LL H6'N,SU _YI>'N9 "R�Tt1RN P1R OUCiS NPINU URED �FOiF TO US 8P" ROOFTOP SYSTEMS, INC 1811 TRINITY VALLEY CARROLLTON. TX 75006 -6510 TELEPHONEj'S (214) 247 -7447 (806) 552 -4822. FAX if (214) 243 -0940 OR 2. DUCTS, DIFFUSER BOX, AND GRILLE SHALL BE 51 ES. AS RECOMMENDED BY MANUFACTURER F. CFM AND RN MODEL LISTED FOR RTU -1 111. 6. SUPPLY DIFNSER BOx STATIC PRESSURE SHALL NO EXCEED 0.45" FOR LISTED CNN. • 3. SEE OWNERS CONSTRUCTION REPRESENTAOVE FOR SELECTED VENDOR. MICRO METL 3419 ROOSE'•ELT AVENUE iNDVmWPOLIS, IN 46218'. TELEPHONE +'S (317) 543 -5980 (800) 662 -4822 FM j (317) 543-5986 M 6 18 - NOTES: 1. PROVIDE L: OONAL DISCHARGE MTH VERTICAL AND HORIZONTAL NR PATTERN VANES ON `.011 R 2. PROVIDE UNIT WITH OPDONAL UPPER -HALF SAFETY TAN 'GLVRD. HEATING & COOLING SET POINTS UNLESS OTHERWISE DIRECTED 8Y TOYS • F' US. THE FOLLCWINC SET POINTS SHALL APPLY TO ALL SYSTEMS OCCUPIED COOL - 76 UNOCCUPIED COOT - 85 OCCUPIED HEAT - 68 UNOCCUPIED HEAT - 58 NOTE: THERMOSTATS FOR HEATING ONLY SHALT HAVE SET HOIRT RANGE OF 55r TO 75 k FOR HEATING k 0001.1NG SW11 HAVE SET POINT RANGE OF 55'1 10 135 (ADJ.) TO PRf810E A RANGE OF TO BETWEEN FULL HEATING k Nu. 0C/DUNG. ALL HEATING k COOLING THERMOSTATS 9�ALL 9E DESIGNED TO TERMINATE ALL HEADNG B 68 M ALL COOLING 0 7BF. HVAC EQUIPMENT SHALL COMPLY WITH GDARNING CODE. MESE MIME MEIN Drawings Description 03 20 98 PRELIMINARY REVIEW / COORDINATION 05 05 98 ISSUED FOR PERMITS AND CONSTRUCTION u 05 12 98 PRE BID ADDENDUM NO.1 ■ EOM OEM Drawing References BID DATE: - CADD NAME: M40 DRAWN BY: PROTOTYPE DESIGNATION URS GREINER INC. (AC. 3950 SPARKS DRIVE, GRAND RAPIDS, MI 49546 616 -285 -3500 FAX 616- 285 -3542 Location Sheet No. Revisions PROJECT NO.: MtOJ040 CHECKED BY This drawing is the Exclusive .Property of TOYS 'R" US. The information shown may 461 be used nor the Drawings Reproduced without permission of TOYS 'R US. Notional Office 461 From Rood Pyramus, NJ 07652 (201) 599 -7800 TUKWI LA, WA. PARKWAY SUPERCENTER Drawing Title MECHANICAL SCHEDULES Scale ' I Dote AS NOTED MAY 5, 1998 V 4 0 AR