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Permit M99-0244 - ZANY BRAINY
F:�.tr s+n�•�.�x'.St �il'� fvt.Si�^.'n��A S'� Y� { : ti 1!; friA/ 4YSi< tS'` in' u�2:% L' F! i" tL�rN ..`..7R'h7iR:'�.'.i'4'�:'Vi:_ . Z6L kb" 44SiLID7ll fllriL' LR+'tt:RiiTV)IG�+A'Nr.L'+�Vltkf M99 -0244 17396 Southcenter Pkwy. City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M99 -0244 Type: B -MECH Category: NRES Address: 17396 SOUTHCENTER PY Location: Parcel #: 262304 -9079 Contractor License No: SEAAISM081B9 MECHANICAL PERMIT Permit Center Authorized Signature Date INSTALLATION OF DUCTWORK FOR ONE 10 TON & ONE 15 TON EXISTING ROOFTOP GAS /ELECTRIC UNITS, RELOCATION OF ONE EXISTING 5 TON AND ONE EXISTING 10 TON GAS /ELECTRIC ROOFTOP UNITS WITH FACTORY CURBS. DUCT DROPS AND INTERIOR DUCT SYSTEM, RESTROOM EXHAUST.FAN VENTILATION. UMC Edition: 1997 .Valuation: Total Permit Fee: Status: ISSUED Issued: 12/22/1999 Expires: 06/19/2000 TENANT ZANY BRAINY Phone: 17300 SOUTHCENTER PARKWAY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/0 TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT AL ALDRICH Phone: 206- 575 -8360 2014 136th AVE., SUMNER WA 98390 CONTRACTOR SEA -AIRE SHEETMETAL INC. 820 INDUSTRY DR, TUKWILA WA 98188 Phone: 206 575 -8360 *•k *•k ** k * * ***** * *•k * *•k * **** k *** k * •k k* k * *•k k* ****** k****** k******** k** *** ** * * *** Permit Description: (206) 431 -3670 17,000.00 63.63 *'k**)•k*'k **** *** ** *•k* *******************' k* * * *'k **** *'k **'k * * ****** * **'k** I hereby certify that I have read and examined this permit and know the sane 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 per it. Signature : _...L �� 00. / (.424444 Date: Print Name: tti 4t,c - A - e=e_ .S - 19 &J 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. CITY OF TUKWILA C. Address: 17396 SOUTHCENTER PY Permit No: M99-0244 Suite: Tenant: ZANY BRAINY Status: ISSUED Type: B-MECN Applied: 12/03/1999 Parcel #: 262304-9079 Issued: 12/22/1999 ***k** Permit Conditions: I. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected, by that agency (248-6630). 2. No changes will be made to the plans Unless approved by the Engineer and the Tukwila Bullding Division. sr 3. All permits, inspection records, and approved plans shall be available at the job site prio to the start of any con- struction. These documents are to be maintained and avail- able until final tnspection approval is granted. 4. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 ,Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5. Validity of Permit, The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming,to give authority to violate or cancel the provisions of this code shall be valId. 6. Manufacturers installation instructions required on site ' for'the building inspectors review. Project Name/Tenant: _ Signature: a410 Value of Mechanical Equipment: Site Addre r ,�_ City State/Zip: Tax Parcel d umber: P k4 k t3 w ki t3�2 , 1 -kw•E4 - City / State/ZiP /vid v lcl . IS � 9 • Phone: fSo3) ( (i Street Address: ,. '1640 SLC Il tnhgy„14 � 4-.. T tu4LAA-, a Oee City State/Zip: G'1 Ob2 Fax #: (r to "'7Z11Z Contracto 1 Phone: ( ) 1 470, Street Address: City State /Zip: Fax #: ( ) 2o6 S' S ∎ 1 Contact Person: /t �� I ` � („ Phone: V Vic` 6D S Address: t 4 � i��ti Q * Cit State/Zip: Fax #: ( ) 2 O1 �`1S e3(3_. BUILDING OWNER OR A TH E AG NT: •• Signature: a410 Date: / Print name: P 16 L /� G �1 Q 1 + / 4 Phone: (7 5 ,6 36 Fax #: .. 01c, s - ) f57 S3 Address: 2014 1 r,� 4 ye . City / State/ZiP /vid v lcl . IS � 9 • CITY Oi( TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 FOR SIAl1• USE ONLY Project Number: Permit Number: Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): 1O _ ►J c . 6i5 l5 - tb►J c t 4-,Ne ` ee 'Toe Con,S(LE Ecc, U■01.44 ` ei°CA - rot) S ion 4 oNt I d 1,A G AS f i t Tell F top ta►Nti tkwi - k+ rAe.A ce t �e '`er6A -(245oN, C1L.4,Au \/t 1l0■4i 14.1 Current 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 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. D 9/7/99 mech uernd1 doc lication epted: gip Date ap lication ez. ires: Applic on taken by '• itfals) • ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -15 . H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform B uilding Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. ri ,. ,. . w � *. • Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal 9/2//99 miscpnii.doc RESIDENTIAL: Two complete sets of attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Submittal Requirements New Single Family Residence 1 Heat Toss calculations with specifications or Form H - 6. Change - out or replacement of existing mechanical equipment 1 Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. ' K 1 K j `~~� ~-^ � Ai*k'hA»*+«+hA++A.^+NA 'J --14-1 ^***+A**��+x++NA*Ah»4A*».A****+4++Ah*+ YRANSNIT Number: P90002,09 Amount: ' 63"63 12/32/99 16x09 ' Povmoot Nethod: CH Notation: S�A�AIU[ SH[�[ Initu WiTR ITY OF TUKNILA. NA Permit, K0: M9970244 Tvpe: 8_MECH MECHANICAL ,PERMIT Parcel Nog 262304!-9079 S`tn Adxres/ : 17396 SUU1HCENTER yY Total Fees: Th}s PaivmeNt 63.63 Total ALL Pmts: 63.63 Wulance: .00 A+A+Aa*A**+*+4ka.A+*Aaa�+a+A+**a**+4*4+*«�1 Doqcriptinn Amount PLAN CHECK - NONHES MLCHANICAL ' NONHES Acrpont Cndp 000/345.830 0OO/822.100 ---'..--'---_-------'----_---^---._------~----..---------~-~---_ [KANSN7? . ' . � '. 905312/23 ��9717�� 6� ^ '�� Profit ^i 13,64,, Typepect'o A SC- ( Date called: Special instructions: / Date a.m. p.m. Reque�.�l�, Phone:[ '7//T �yf • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 hY Approved per applicable codes. Corrections required prior to approval. COMMENTS: LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 02.4' PERMIT NO. \\\\‘?\,..„ 06)431 -3670 Project Type of I sp ": .. /. Address: Date cal ed: Special instructions: 30 at/ # A ) -, ) v / /FP? Date wanted: /l F p m . Requester: Requester: Phone: INSPECTIO NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 t COMMENTS: ..,i /4 /4- s l fir Arsig Approved per applicable codes. El Corrections required prior to approval. i . ' rl - / /i $47.00 REINSPE FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ,Receipt No: Date: PERMIT NO. (206)431 -3670 Pro 'e ZE-4/AY Type of pect on: Addy a Date called: Special instructions: Date wante 1 a 6 a.m. p.m. Recut Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: '® $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: R7ject: Type ofyyv A tf „ de i a z i e i i Date called: v / 7_0620 i pecial instructions: - • Date wanted: .M. lA / _ 006 / .20.m. Requester Phone: ieoo 7/- 7%-/ -1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 460145 e1((,/dm Date: lc 4,0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prej t: / Type of Ir ct ,L res Date calfe Special instructions: Date wanted: 1,9 ,.m. ) p.m. Requester: / / Phone: J5 / ` VVA sy, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 4 fa_r CV- TO diAlSa4.47. Date: / 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1t'i r :/ -:?Y 47 ' "T :7 <71^ City of Tukwila Fire Department 6Kci Address / 5 0rq hcr,.16✓ Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized S Au g na ure FINALAPP.FRM «w�... -nom :+ ras, yr x :... s .,..,,,. x : h i , .. }, ;. „. ,.. 1 , w TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM _A Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued T.F.D.Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Ally— 0/3/ wici- Permit No. A.I 19- 0)..`/ SA\ Date Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Faic (206) 5754439 ,G��'i,�,. SIERRA CONSTRUCTION COMPANY, INC. Date: 01/31/00 To: Ray Cockerham Company; City of Tukwila Fax No.: (206) 431 -3665 From: David Buckholtz No. of pages sent (including cover sheet): Subject: Parkway Plaza Permit # M99 -0244 Message: Ray: Reply requested? No Please call (425) 885 -3797 if all copies are not received. C:\P ukwuy I'IArA rnx TC.dnn 01I31I00 02zS9P P.001 Fax Cover Sheet 4 1 Attached are the structural calculations and details from KPFF for HVAC framing at the new Zany Brainy space (Permit No. M99- 0244). Please call with any questions at (425) 766 -3740. Thanks, David. orcy of NN 3 1 2050 PERMIT CENTER rffill • Consulting Engineers December •17,1999 Mr. David Buckhottz Sierra Construction 16715 NE 79th Et. Redmond, WA 98052 RE: .Parkway Supercenter Tukwila, Washington Dear David: If you have any questions or require further Information, please call. Sincerely, Jarod Winnen Attachments (JW ky 998941roof mechanical wad framing calculnliorwdoc) 01/91/00 02:59P P.002 Attached please find calculation sheets 1 through 4, dated December 15, 1999, which verify the structural adequacy of roof mechanical support framing as shown on drawings S1 and S2, dated December 15, 1999. Design is based on the requirements of the 1997 Uniform Building Code, as amended by the State of Washington. [EXPIRES: 9/12/00 J r 9 r o d,r r 1, 1 S.W filth gvvnuc. � rfC 75UU ! urllanr,. Oh 91 ?01.98.6 (�U�J c17•':.,1 1•ax (503) 227.7080 Sealfle Portland San Francisco Cos Angeles Irvin. San Dim Pho•ntx . Consulting Enpinoors Portland. OIeQGr, 4' Protect LOf.Owmwte.•4 1V4 Doi y //S 97 04M /e• ' MA. 4 67eN sr. korl :ed (."•. ISS'T. l',L Y. 3 6/ T:r C;. � 3 v 11 or) MteI.1. u"' L-r A Irk u A.S• tsr Z %G , iii.pr t�rtt� -4t+v PckS 4 -DP'A- i- - 01/91/00 02:69P P.009 -y - Etc rST z-K E•K•1iT. T_y•L L. &IP[+".+ C s.1 Tr7tf z r. tr pi-14 s 4 'L -'- G. FA- R•--rt ��. .• Dale us*. S t,..1* s�.✓ I'4 ,cti� F ., c rv� ° le r -�•l yT ■ I L X / j �•- ( � /7 • p4 et /•/ S I J00 NO, ry q9� Pot land. Ottmon ST' 4 .1).12,' L 01/31/00 02,ESP P.004 Consulting Enginaers 1 1 prow Walton / 5 12-4...4— C.40.~ r. caw .10`" ' ••• • 1/4 4 . 04 4 -4 Ant,L. 2.-v 4 c..00 7: C. -f- 1 t .4 le 5 6 Oy o " NII490 Oate /4 44L 7 P E. cern 51 No Jab Effil 1 ConstatIng Eng! efs 1 reAloncl. 0 g....4- ' N.** or_LtArr- 4/00 /b') st PA. aJ b..1.41 ?4,4 ay TX., Protect Locotion Data hl fiavtind DC316 VG. W eo,„...,... 5, F /o0c) / 2. • 1 Ply • )/dy liarco C-04- 4.1-7 . F k / I / AIL/ OP r / p h z />" e*/ '? Pe 7- P 4 -= /250 c ri 01/31/00 02159P P.00S • 7-0 • z4,5 • PA+ 4/ OP • ,srev, te /. 6 PC; psoe • X • 1. 7 P•Pe• /. p 5• P$4 /x• 3 p y, (1..4.0 = ?t..' Apa 1044 1Arz, m-- 0 ' < Mtg 4 . ?... S f or im ) ... ... ■••P pr ala el,. i g . 1:4 .... ( j i, e f• /r. cfrA- • 1 - 4, - r 32.. 12..s . She No, Job No, 4-- o laTE Consulting 8ngincuis Pon loon, 0 - 1 7- , '14 ciz. / 4 44' r 1 6 = t2. c. C( CV 5.4 ; Per C V . 77 AOC2 ) C 4.3.11 4 la C4604 - le/ /•4/t 4.04.) 4; ir .... ft • o.n) /0Z4 4%; Puled le .s ‘ 4.1.5 ')(go) Ow Or. Se-A. EA , ewic,4.4..e Z/2.7. p.s c F psi F cp122... r—o L.- 1,0" 0,14 2 0-io • - :Ur C.w.o... 41 V = z. $34 1g. t3 01/81/00 02259P P.006 141 640 ezo Y '47.114: ../24 ( 6. 2 e 9 x-clt n a noomoserrIrr vow- .w...=;•-u.sumalrmo.p.44. 4Nwrom.:aroc...=-- 5"; • ;• L /7. r .z. 4r /7 Pato t••• • Job No. Rovised DONr C') ro A-er 4 e7A sr:4' pe,‘ re. p • /-r. C "if, ' t6s- , 4 4 E. & P '.. /0' 9 prfr o. C-14 p'-P s .jja 3,7) • , 24..4 ,r) (15:151- es, 4. 1 • . ?'( KPFF Consulting Engineers Portland, 011 If .v: 610002 o) hen KW'000310, 5,1,3, 72+4 - 1006.1M42 16046 ENPACM.0 Description 4 x 14 Pullin w/ 1100N mach unit Toad General Information Center Span 19.60 ft Left Cantilever ft RigM Cantilever ft Summary Sketch & Diagram 0.100M Ii.1066 4277114 1403.•tO.Mrit 9.300 p321.4.60010.73Q *an WO Thin Dagnr: Description : Single Span Beam Analysis Moment or Inertia Elastic Modulus Beam End Fbdty 01/31/00 02159 P.007 878.500 in4 1,700 ksl Pin-Pin Moments.. Shears... Reactions... Max + ® Center 14.40 IA at 8.90 It a Left 2.87 k ® Left ►Max - 6 Center 0.00 k -ft at 0,00 ft ® Riot 2.81 k 6 Rtpht al Left Cant 0.00 k4 Maximum 2,87 k CI Right Cant 0.021k-ft Maximum = . 1440 k Deflections... Center -0.856 in at 9,78 fl CA Lett Cant. 0.000 In at 0.60 ft RilM Cant 0.000 In at 0,00 it •1 AO 4.17 4210 -0.34 .0.Q -0A1 4.63 4.77 Loon Y n.adun T) Pape' '1 d:16nw►use Moms rder1.eow.Calculations Jab0 Data: 7:26PM, 15 DEC 99 2.87 k 281 k 1.16 562 066 1.64 0.30 11.71 12.77 13.06 17.66 1440 4.25 r ::i:.n'iaiw:�.Yr^+: 1 Orr 1 66 ill 166.11.6 WOW 611 14./0 tae 341 6.414 1 .71 11.71 16./1 17.64 11.10 1110 11.62 1041 316 4 2011 7.10 21 0.73 Wax al b u 266 KPFF Consulting Engineers Portland, OR f General Information R•.. 610W3 unr.rawo.oD,0. V.waa Single Span Beam Analysis (41 1 0aY.. B+ERratc Description GL 6 3/4 x 31 1/2 with 1100# mech. unit load Center Span 40.03 ft Moment of Inertia 17.580.000 44 Left Cantilever 9.00 ft Elastic Modulus 1.800 Right Cantilever ft Beam End Fbdty Pin -Pin 01/91/00 021E9P P.009 Tide : Dsgnr. Descdptkm Scope Job Date: 7:14PM, 15 DEC 99 1 d :Mrleruserlpad4wayetreerteewcab done Moments... Max • ® Center 197.42 k-ft at 20.00 ft Max - flp Center -85.96 k-ft at 0.00 ft Left Cant 4596 k -R Right Cant 0.00 k -ft Manlmtm ■ 197.42 k Sketch & Diagram 0.1n to 7A 04+: ililllliilli11111i11411111111iill mum MATTI 0.1411 404 M. • 107.0.1 0 20.004 03101 ■ - 1.40*,.20000/om 140 Shears,., Left O Right Maximum Deflections... Center ® Left Cattt. Right Cant 1.0344411101 •.M,OM 11.1111 12.1111 MnerO bn • 17.110 0034 e n • 17.M 001 ow r•1■4.01311 1743 14.110 111D 0.10 0.04 7.07 .0..M .Dar 10.0 110 107.471 4.10 141.c2 110.01 14.01 00.•1 7190 11770 7.83 k 2.87 k 7.53 k Rsac1 ons... Ea Left ROM - 1.4061n at 20.89 ft 0.6131n at -A.D0 ft 0.000 in at 0.00 ft 27.83 k 12.87k 4.10 4 . 70 1040 3410 20.40 3470 70.20 44.10 40.00 Lm.ua *Mg M W !�! 0.00 14.70 1100 14..0 3400 3070 4440. 40.00 Ursine 0100441 114) 4 3.10 -0.o -0.10 •1.00 .1.21 Leal yOrieudon ON Low.rl Wr 010000r (4) 010 MD 14.70 1000 0440 *40 34.30 3070 44,10 40,00 LammolMOMrmrr (10 TRANE Packaged Gas/Electric Rooftop Units 99--02.9 VC-D-7 September 1997 Voyager"' 3 through 25 Tons — 60 Hz All dimensions are in Inches. r 1/2" NPT GAS CONN, CONTROL & COMPRESSOR ACCESS PANEL Dimensional 3.5 (on Standard Efficiency Data EVAPORATOR SECT ACCESS PANEL 83 1/16" 5 1/4" 83 1/16" CLEARANCE 48" 6 3/32" 1 13/16" 12 11/16" 43 1/16" 39 3/8" 1 13/16" CLEARANCE 36" , 15 1/4" 77 5/8" 72 3.4 Ton High Efficiency TOP PANEL 1 7/8" 2 3/8" 46 9/16" - CONDENSER f A N 1/2" !rr CONDENSER COIL -02" HOLE (UNIT POWER WIRES) 07/8" HOLE (UNIT CONTROL WIRES) 77 1/4" 43 3/8" CLEARANCE 18" HORIZONTAL 36" DOWNFLOW TYPICAL ROOF OPENING 39" 46 9/16' CLEARANCE 36 ". All dimensions are in inches. FILTER ACCESS DOOR HORIZONTAL ONLY CURB DIMENSIONS CLEARANCE 36 81% CLEARANCE 48 98 3/8' T YPICAL ROOF OPENING 42 Dimensional a1/2 Ton Standard Efficiency Data 1 0 Ton Low and Medium Heat Standard Efficiency 7 /8 - D1A. HOLE (UNIT CONTROL YARES) 2 HOLE (UNIT POWER WARES) 1. CLEARANCE 18 HORIZONTAL 36 DOWNFLOW 46% 1111 CLEARANCE 36 1 Economizer End Panel • Power Exhaust with Downflow Economizers Only. End Panel View 84 Dimensional Data Economizer Hood — Standard End Panel Of Unit art TO Accessories ?•zCsrvt "n :s; at Nolo. When applying economizer to horizontal units, connecting ductwork must be run lull size to allow proper operation of Economizer Damper. 1 4 29.9 /2 Power Exhaust with Downflow Economizers Only. Side View Fresh Air Hood (Manual) 19'h Horizontal Units Downflow Units Power Exhaust with Downflow Economizers Only, End Panel View All dimensions are in inches, Data FRESH AIR HOOD (MANUAL) (FRESH AIR HOOD (MANUAL) ar Horizontal Units Downflow Units Table 85 -1 c Dimensional 81/2.25 Ton Accessories Note: When applying economizer to horizontal units, connecting ductwork must be run full size to allow proper operation of Economizer Damper. c Power Exhaust with Downflow Economizers Only, Side View PANEL ECONO- MIZER STANDARD END PANEL OF UNIT PANEL ECONOMIZER STANDARD END PANEL OF UNIT A ECONOMIZER END PANEL Unit Modol N A Br C' YC* 102.120, 150 14 3314 331 YC* 121.151.180, 21017'/2 531/4 36 YC *181, 211 -301 19 843/4 39 NO tES: 1. Horizontal dimension only. Downllow economizer le width of end panel. 2. Power exhaust is applied on downllow economizer only. ; ,r •sY ,c7Y . . ti.., ,H .. ,: e':wir tS�; � nfw��.,a� , 4. ..! r - °.�/6 °a'I.,�. ri, .......... .....•'! -, .., ....,,..,.,... „ rl. i�. `�h.� ,.,:.t.. � 1r .. ., .w�...'1. >,';,'� -t !t. *b. .1. � x�S�.. rs;,..e f..•.n�. r ct.$ Jf�P..,. Weights Table 88-1 Maximum Unit And Corner Weights (Lbs) And Center Of Gravity Dimensions (In.) Tons 3 YCD036C/YCD037C 782/811 621/651 209/217 158/159 116/124 138/151 37/36 19/20 4 YC *048C,/YC *049C 811/845 639/672 216/221 159/168 123/131 142/153 37/37 19/20 5 YC*060C,/YC*061C 831/901 659/713 219/230 163/176 126/137 152/170 36/38 20/21 6,61/4 YC*075C/YC*074C 938/956 750/767 238/240 192/199 144/151 176/177 39/40 21/21 7,71 Unit Maximum Weights (LW' Corner Weights (Lbs) r Center of Gravity (In.) Model No. Shipping Net A B C D Length Width YC *090C/YC#086C Single Compressor YC *090D/YC *091D Dual Compressor *Indicates both downllow and horizontal unite. 982/965 793/777 262/246 203/199 151/151 177/180 39/39 21/21 1044/1057 855/869 297/298 208/214 151/156 199/200 37/37 20/20 81/2 YC *102C/YC*103C 1169/1532 962/1233 329/395 244/326 165/231 223/280 38/43 20/26 10 YC*120B/YC *120C 1546/1191 1247/984 425/334 331/252 215/171 276/227 41/38 25/20 YC*121C 1891 1523 516 391 266 351 46 29 121/2 YC #150C/YC>a151C 1599/1915 1300/1547 430/523 342/383 234/271 294/370 42/45 26/30 15 YC *180B/YC*181C 1906/2476 1538/2017 535/693 387/507 259/345 357/472 45/52 29/35 171/2 YC>a210C/YC*211C 1987/2547 1619/2088 553/701 415/538 279/369 372/480 46/53 29/35 20 YC>a240B/YC>t'241C 2415/2645 1995/2186 656/751 503/568 352/373 459/494 53/53 35/34 25 YCa300B/YC*301C 2525/2650 2105/2191 701/755 537/569 376/373 491/495 53/53 35/34 NOTE: 1. Corner weights are given for information only. 81/2-25 ton units must be supported continuously by a curb or equivalent frame support 2. Weights are approximate. Horizontal and Downllow unit and corner weights may vary slightly. A T CENTER OF GRAVITY WIDTH D CENTER Of GRAVITY r _ CENTER OF GRAVITY LENGTH 88 'I`7200, x'7300 and Q7300 Programmable Commercial Thermostats and Subbases The 77200, T7300 Ther rnostats and Q7300 Sub- bases control commerical single zone heating, tven- tilnting and air conditioning (HVAC) equipment. • One model can be used for single -stage and multi- stage applications. • 7 -day programming —two occupied /unoccupied periods per day. • Individual temperature setpoints for: — Occupied heat and cool. — Unoccupied heat and cool. • Proportional plus integral control — eliminates temp- erature fluctuations and thermostat tampering. • Intelligent Recoverym— automatically optimizes start time depending on building load. • Intelligent Fan•' '— energizps fan on call for heating or cooling only. Fan can be configured to run cont- inuously in occupied mode. • Automatic heat/cool changeover. • Universal Versaguard•r'M Thermostat Guard avail- able for T7200 and T7300/Q7300. • Locking setpoints and schedules eliminate tamp- ering (use keyboard security). • One thermostat can be used for heat pump or con- ventional control. • Optional remote sensors. • Configurable able to vary fan and reversing valve operation. J. A. • Rev. 12 -95 • l' 1 • ()Honeywell Inc. 1995 • Honeywell • Use with Q730) to interface with C74(X)/W7459 Economizer System for total integration of rooftop control. • Convenient overrides allow temporary changes. • 13attciy i tckup saves program and maintains clock lime during power failure. • Auxiliary contacts available for use with economizer. CONTENTS Specifications 2 Ordering lnJorn ution 2 Recycling Notice 4 Installation 4 Temperature A %'rraging Networks (See Fig. 5 - 5 Set Q7300 Subbase DIP Switches 6 Set Thermostat DIP Switches 9 Set Thermostat Mini - Jumper 11 Progrmn the Thermostat 12 Checkout 13 Test Mode 13 Operation 15 Cross Reference 18 Wiring Diagrams 22 Troubleshooting 45 N 11 1 li 11 ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 PROJECT Sheet No. ZAtivy- /SeAL/N co./Dopt, 0// retVared■ Date Phone V Post•it* Fax Note 7871 D " /14 i Ivo To ,--/A100 From Abru-- co./Dopt, 0// retVared■ Co. Phone V Phone 4J S F a x 0 5.-7 ex 9. Fax N 5404r Pot-it' Fax Note 7671 Date#4 IpiiiVosYe, , To i From CodOept. sat a CO. Photo a 'Phone sar. 4 " el m: Fax tex riff_ 4 FPN 0 ,3 Fax' --- 11-23-1999 4 : 02Pt.1 FR011 /9t/ ..Sfe;ter.A•e &evvrex EIU 6/05/ CP/ 1 11-23-1999 4 : 0 . 2 P 1 . 1 i , / i - t 1. l n' I I \ .. • f Vi2Yi73v?.'!'l`.:;: .Yb:FsYv:,;fiss "?�;S.tfii:i: '{?tlAf a"t.&:J,4C i�6 "s L4.s:.ut Y." M =} _ , ei 24-' $ � • ' 4C.3 11, - . I r J i I ;I i I I i -- - 1-.1 17 • • NO TE. ? RAli'1,,'P,; 0T r 4, _ ._ .'4J r. f' jr 1(., I • 4VC ¢1 (a C��C J 1 • , • I 1.r• '!'- it. 1-'. 2 AIR Engineering Inc. Consulting Engineer PROJECT Sheet No, 9929 SW 206th Ct. Vashon, WA 98070 2/41V0 & 4,, J ° ! phone: (206) 463 -5735 Date /q/ 11-23-1999 4 : 04P14 Coca r !NC . 'TDB/ //7eC -i C_ r. b c /qtr ?(-) .?tier / t (St t' -47 (24 !,.'fc"' C'it�p p )<►STIt' CDY ( —f psi= 2X4c5►24, (4,)041. cte a I -7`2.. 3. 7 _ vve.4: I BS 5•. P I Spy 12 ,P;f= .'i:M ? ,'V r t. ?. ti,'.x : :: r .w z u 1:M.:gg: V.V.tra*P. r. ?: t � n IY)4 ,0M4vn S1. P 7 , /1. 4 40 /60 -S \ 350 / 2 * '"g 7717;4 33,/' - ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463 -5735 PROJECT Sheet No. /L T & 9N/ / _ a , /N , Date /// 1I- 23 -1g99 4:OSPH PROM 'r ' �/�fC.. 'I '/2 4177t# /0 � L � c ( ; ) /( C 4'0/ /' 4 , . M /0 4 J` f Z. , .4 , fi a �� 3 ? ,. ; !raew' "..,.......,ri ...tli!i "w f 24 e Z , NYtc..;imvyS"D.ti MIdi;1y1, . VA!.!& �w'.�.ux �•.� 5 } �" r i a__r_�^ - /,/ ci .9a f z 3o Ax /7o& 5 x'.c� cn .' /S 3, 7 Cc( /. / 5 / 7G , /2. 44 — *77 7 70v • /• -5 4544 ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Veshon, WA 98070 phone: (206) 463 -5735 PROJECT Sheet No. 4 4 `o ,4�/. -Ai y 1€ i N t rya 30 L/iiG" w le /t /1.� l C 1 Date 29/ 11-23-1999 4 : O6P1.1 cr 1 <<-8 5 4x / Y•� x k/2.. z y L- /47, r a� 17 - lot ; ' ?7, -, SC 2.. a: j Y i i5 ,A,„ ' l /•; ty r r ! 1 ?.57# / 3L' S cL 4 - 4 " -- 7 / /3'S V 4 t 7v+S ` ri ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463 -5735 __. PROJECT --- Sheet No. -5/4 /0 ZM , ✓ ����` , Date / /J / /99q. i7rt:;.�;�- r�';,$sAFt ✓:. - ?:.e w.G =.�jS: a %i.�..<:`6;J +fit �� 11-23- I 999 4 : iDePM /510 Vatri :1 c.:1 ,t 'Ks 2x s 74- 6c Ito .' g M 40 --- -.-Q C r >1 -/ 3/ 2 7/ :,, - L.' , /7,1 /4. 5 3 , :•+• v rr �- ( -. / ;,. 27/ y__/_ L , L A j ' . 4 - . - - P . - L (/ 7,'-. s ) l )(a') x°4 /172 %. /4 40 < z /9a 4 4, ATR Engineering Inc. Consulting. Engineer PROJECT Sheet No. 9929 SW 206th Ct. 6 /q /0 Vashon, WA 98070 2- /5 e4 11-4 �y phone: (206) 463 -5735 ���� / Date ✓��.2/Q7 Akf614 :S/ dc;NcXt ra itilis V1 11 -23 -1999 4:07PH FRO11 CL4e6 1 0r LIN) r1: c gime O. ET dib* (2,9 K � *02 S • • (.% 11-23-1999 4 : 07PM �RUI.1 0 S1'R1JGTIM r0 BE t?FMc 1'ED 1 ,1?) AItC kNUIIVttHNVt2, JUL 992 SW 206th Cr. VA SHON, WA 4a'•C' ;'1 I k 11`11'111 1 t ,. I,. i 1 ; t? ar I p., *.}r 1 r ' 4d' , I I ( I 1 14 r— I Ei [:!J ry T 24 F %rr1 L r 1 1_ Ne I. : 1;27 .r,• , r, !t,-, v, I 1 4) icc.".{ ,?, iw 4I i %E .' ri r; ., :.9 :! . 1 _' 1'1) sCu g lie `< .'1 • • •C• I :4 'y a I I ! a r 1 1 i 1 t T 1 LH ' I.� V'1I r — ' "F':r rn�1!; tt.l { t Er':.iAr.lic.f L A r a t \,r } BRAINY / f 5 1�_, ��. --ri r_ N ry 1r r • ,. . r J / -� PA R 1 f �� j ROOF ' ^'RN rlNi' :(. PL :,� r•Jr �, 'i • ) , �' u= Oa : "F• Goa I/8 Ti`. s (L'll:,J 111 :.'..4 ; .. l i t! t wi ll 1 1 ..h14 typ ` ` t----- r € GLE 5 r•93 , 25 V 1 iv ! �_d A 'r �F f • 41` 4 I unELrtc 7 RE A r'c;) - i•. • .i,; ALE: 11-23-1999 4 : 08PM PROM ATR ENGINEERING. INC. 992 SW 206th CT. VASHON, WA 98nm P. 6 AYR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 PROJECT Shegt No, C/4 /Q c ` ZAN '-/-- /;C,4 -iN G 4 eg erg iG Date) / r.__ /�/� - 11-23-1999 4 : 08PH FROM Gum re.; 4 7Y1,5 r, V67 ` ,v , -Uiefi yeti /t) 1,7 : -,\,7" { ^42.to'i;� 't r''i1'n"4'°ti" A`%; ,4! lv Ke GUS -V a! r-o►..1 ,/ 44Aviees •E,%'..)7%b' /;, V P Cu/ 2 �' . 7 phone: (206) 463 -6735 11-29-1999 9 : OOAM PROM ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 PROJECT 2 4 -0-/k re- / L> Sheet No. / % /CT /726 - C, f . /�Jc�csa (..":"Z; c. 47x. P ; uX 1 0 r //' `'"T? /7X/04- /7x/2 oZ • Awe 2' r / /CC,m Hof 5706 - 4- McPX3/ / /7x/Z /4/ /2,. F > ca fiaa : ucv� P Date /.zAZ /0-ND x 5 _ '2,5 0 910 / -f3a/ (/s . ..as) 60 / coon 1.67, ( DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved V'RROUTF,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0244 DATE: 12 -3 -99 PROJECT NAME: ZANY BRAINY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter.# Revision #:• After Permit Is Issued DEPARTMENTS: Buil�irig Division II Fire Prevention ig Planning Division , c 12- -c'r99 Public Works n Structural Permit Coordinator DUE DATE: 12 -07 -99 Not Applicable ri No further Review Required ri REVIEWER'S INITIALS: DATE: DUE DATE 1 -4 -2000 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved 1 1 Approved with Conditions — Not Approved (attach comments) C REVIEWER'S INITIALS: DATE: City of Tukwila Fire Department Fire Department Review Control #M99 -0244 (511) Re : H.V.A. C . at Zany Brainy - 17372 Southcenter Parkway Dear Sir: John W. Rants, Mayor Thomas P. Keefe, Fine 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Yours truly, City of Tukwila Fire Department Page number 2 The Tukwila Fire Prevention Bureau cc: TFD file ncd 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. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 REGISTERED AS PROVIDED BY LAW AS CONST.CONT GENERAL REGIST. # EXP. DATE CCO1 • SEAAISM081B9 04/18/2000 EFFECTIVE DATE 01/29/1992 SEA . AIRE .•SHEET METAL . INC • 2014 136TH E ;. SUMNER WA. 98390 • ;DEPARTMENT OF LABOR AND INDUSTRIES stY Es � tfl 20 02 S ;�U '% **tlgTE *J'b I HEREBY CERTIFY THAT THIS IS A TRUE AND EXACT COPY OF THE ORIGINAL DOCUMENT L ACK)A9 Notary Public In and For the State of Commission Expires C Residing In c b y' R = =OV O ODOt =D ni 6 Q F z A oA ;eg c ,r,i O �DQ�� O �D AA g �_m... z 0E, ;oJ r in 0 - c 0 m A A X • T p 'DP O O z�z _ 333 rog z -zc 291 O - zD rE ; -, � � C1(- 1A =� -u' (1 - N ,4 $ mm- mmm mmmmm pO pp n mp�mn p 4, 1 ;Ors r « zz�Dm� �5 m�r <3 rdg=A� i4 -- g �I y� '4 AS. 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I i t miu ilii�� ®Ilil �„�!!11 Iii ,11 "1 mmmo u.mumI>•ii�ili\ ii � irzr liw .mm•m i .m•mr a �mmumm_u� r. 11a ° ,�►- commo u iilillliillli�iiiiti mi ∎temllil r��`,. ��1�aliiiiiiiiiliii® ►-� ;i o •-: - miwAil�I 1 • II1Ii� II iii∎ II �w1� INIMI =MN I. 1a1• ril� i GAI81 iiiiiiiiii ��� � IIII I;iltllea l l .� MOAT liNPRIEiiMMIMIOEgi u 1 E= 1 mmomm m q � - - ii ►Zwiilil� �� �•1 Itl�i \\ IF -���\ I/ih�ii\ i im�i®>•iis i masEml •mown I Iii lim 11 111 �- � I c j) FIXTURE (TYP) STOCK ROOM � FLUOSCENT LIGHT FIXTURES AC.T. AT OFF. errp.) ACT. AT 10' -0• App. GYP BD, HEADER AT AFF A �EGI1A1�i GA L. r 0-f es i au► �cis�IE�c la 1,J S 1-14,1E. fAC oe Q.0,10 Eiz !Zs III xls1 L4) 1I�Srz1no uaS 11 �OlJ wEll 1,1 Q�u �chntisl IAas •'�ZDIc (�MU.Cg: $E;` Fa444 •T eA..DSbI-AaS 1 4 I The,A AA#J i,�nsl„a9'I -o.� Sia�e J�.1�11•r��D.1 CEILING PLAN NOTES III E II rk v \�I,i� �J!Ii - - - -T - -- � — — a � /INNIN ���5 I 1 (F , l i I ;' . E 1� —. 1 AC.T • 9 -0• , 1 1 I AFF ! _ i i 1 I. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION CG AIR DIFFUSERS, SPRINKLER HEADS AND EMERGENCY LIGHTING, ETC. NOTIFY THE ARCHITECT, IF CONFLICT OCCURS. 2. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BY THE LANDLORD'S GENERAL CONTRACTOR INCLUDING EMERGENCY LIGHTS AND EXIT LIGHTS. OR AS NOTED ON PLANS. 3. IT IS THE FIRE SPRINKLER CONTRACTORS RESPONSIBILITY TO SUBMIT FLANS FOR MODIFICATION OF THE ORE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE. SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND AFFROVAL AND THE ARCHITECT PRIOR TO INSTALLATION. 4. SEE SIGNAGE PLACEMENT PLAN FOR ADDITIONAL. INFORIATICN-0 ON DEPARTMENT SIGN F'LACEMENT. 5, SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. b. SEE SCHEDULE SHEET FOR ROOM FINNISH AND LEGEND, 1. SEE LIGHTING FLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. L ACT.* 12' - 0' APP. (1 41, }411J IS Th J T+A,JE �s - E /E 1 ' ,Do•44 1 um ,-7- ( Lor4L smokt TonU124. -1E Gq� EIE�+'l• '� 7- Top LA.00 .1, er A 4&& SArokt Slw+.aptod THEATER MARQUEE LIGHT LINE OF VALANCE ACTT s 12-0 AF= 1 FIXTURES 1 (BELOW) 151' -0' L INE OF vALANCE CBELOW) O REFLECTED CEILING PLAN a SEE MECHANICAL PLANS FOR EXACT LOCATION GF DIFUSERS, RETURN AIR ETC - EXISTING SPRINKLER HEADS SHALL 3E AS FOLLOWS EXPOSED STRUCTURE: CHROME, PENDANT TYPE- TURED UPRIGHT ACOUSTICAL CEILING AND SOFFITS:. CHROME SEMI - RECESSED - MIN. 5 TO ANY GRID. DISPLAY SOFFIT : WHITE, FULLY-RECESSED. TEN. GC. TO (V.IFJ 10, CEILING HEIGHT ARE AS SHOWN ON ROOM FINISH SCHEDULE. IL N THE EVENT OF DISCREPANCIES BETIEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BEPTEOI ARCHITECTURAL AND ENGINEER DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRUMYiM GOVERN. 12. CONTRACTOR TO FURJI51-1 TO ZANY ER4NT AT COMPLETION CF CONSTRUCTION THE FOLLOWING: TWO (2) UNOPENED BOXES OF SALES AREA CEILIT TILES AND ONE (1) UNOPENED CONTAINER' OF EACH TYFE OF LIGHT BULB USED. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE QUANTITY co MMATERIALS ON THIS PLAN. NOTFY ARCHITECT CF DISCREPANCIES BETILEEN QUANTITY REQUIRED AND QUANTITY SHOURL IA, DRAFT5TOP5 SHALL BE LOCATED AT 4 MAX..DISTANCE OF. 100-0• AT SPRIN KLERED BUILDINGS, AND 60' -0• AT NON - SPRINWLERED BUILDINGS. v. CANOPY SIGNAGE J -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT 15' -0° 4FF, INSIDE CANOPY U(4LL. 16, CEILING HEIGHTS SHI01.IN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. �xE41- 2 E locia.V.5 STo.3TeavC A/ VGDObDG¢1_$9e bas - EEFS- E QoeF - '�oP UU °1- Z.' 0O £ Shv4- bow R ÷ CTYP) � Pia i+aT Fu�ic+`rc I 94 vALANGE (TYP) • Reicr- ED 'rD I,,� i2a*y� fi , YCbrzO134-L.oOA 1;.A :444- ,e. i�.,•cF 'roe Et �GO"D L 41 W�-L- NOTE= APPLY R -21 BAIT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. O 2 INSULATION SUPPORT SCALE: 1" . 1' -0" A.C.T. AT 0 -0' OFF. AC.T. • 10' -0' AFF (TYP) AC.T, • 12' -0j AFF (TYR LIGHT SYSTEM TOLIER SOF -TECH RING WIRE INSULATION UP WITH 18 4,4. WIRE STAPLE INSULATION AT EDGES ONLY TRACK LIGHT SYSTEM LIGHTOLIER SOF -TECH RING (TYP.) 1 0 0 C PARALLEL TO MAIN RUNNER TIE 12 GA. WIRE (TYP.) NOTE: PROVIDE LATERAL BRACING M CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFOR BUILDNG CODE STANDARD NO. 25 -2 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS (COMPRESSION STRUT) SECTION 252123 (c) LATERAL FORGE BRACING LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: PARALLEL TO CROSS TIE 45" - MAX. WI-ERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4 -12GA WIRES SECURED TO THE MAIN RAWER WITHIN 2" OF THE CROSS RAWER INTERSECTION AND SPLAYED 90 FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45• FROM THE PLANE OF THE CEILING. a STRUT FASTENED TO THE MAN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS. SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT FONTS SHALL BE. PLACED 12' OC. IN BOTH DIRECTIONS WITH 11-4 FIRST POINT. WITHN 5' FRONT EACH WALL. ATTAGFAMENT OF THE RESTRAINT, WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE .BRACING MEMBERS+ SHALL 5E SPACED A MWIMJM CF 6 FFOIM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT 1 OY DED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.. WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LESS THAN 56. LBS. SHALL HAVE, IN ADDITION TO THE REO UIREMENTS ABOVE, 2 -•12GA HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE THESE WINS MAY BE SLACK LIGHTING FIXTURES WEIGHING 45 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PCNDANiT -HUNG LIGHTING FIXTUMS SHALL SEE Sum0ICIE0 DIRECTLY Moll..THE 1 I / I STRUCTURE (SI%Ya •FICA WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING IA STRUCTURE SYSTEM FOR DIRECT SUPPORT. DEC 'y, SEISMIC BRACING SCALE: NOT TO SCALE C z W Lw Oz CC W 5 _U L_ cr W Z j z Cf*P`r z • Q� z CC a. z N DRAWN BY BCC DATE 05 -31 -59 TL -IC -405 A -5 0E, 2,11.1.7,3 MAT MORI= M. PROJECT NO. 91111 A/5 No. 2 CHECKED BY RS REVISION : 05 -24 -55 BCC TENANT COMM. BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 - 0235 beet bsaarch.com REFLECTED CEILING PLAN ANY REPRDOUCTION AND OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANCE ASSOCIATES, ARCHITECTS P. LIGHTING LEGEND SYMBOL DESCRIPTION BULB RECESSED DROPPED N FLUORESCENT FIXTURE 2' -0 X 4' -0' , IS CELL HUBBEL MODEL • RD3GSZAF194E (IF ® 211v.) HUBBEL MODEL • RD3GSZAFBIE (IF • I20v.) SOFT WHITE IF- 322T811 r - k II r L i SAME AS ABOVE EXCEPT CIRCUITED FOR NIGHT LIGHTS USE (REFER TO ELECTRICAL) • r Ivy RF_ESSED DROPPED IN FLUORESCENT FIXTURE 2' -0' X 2' -0• , 9 CELL HUBBEL MODEL • RA2GSZA194E (IF • 211v.) HUSSEL MODEL • RA2GSZAGBIE (IF • 120v.) SOFT WHITE ■- 11T8/TL835 1 RECESSED WALLWASHER/ACCENT LIGHT FIXTURE 4' -0' X 1 Mb OPENING LIGHTOLIER MODEL • WLRNI4821113X 20,000 HOURS ONE BIAX TYPE LAMP STRIP FLUORESCENT 8' -0' HUBBEL MODEL •3W84RB4E (IF a 211v.) HUBBEL MODEL •SW84RBIE (IF o '.20v) SOFT WHITE •F- 322T8/TL135 1 I VALANCE FLUORESCENT HUBBEL MODEL BW42RB4E (IF • 21 HUBBEL MODEL •8W42RBIE OF ® 120') SOFT WHITE 'F- 322T8/TL135 e LUMACELL EXIT FIXTURE ASI WITH REMOTE BATTERY UNIT M STOCKROOM(REFER TO ELECTRICAL) 2 LAMP 5W L LAMP SOS EXTERIOR LIGHT FIXTURE TRACK LIGHTING SYSTEM SOF -TECH RING 8330WH (U PAR 30 15W TRACK LIGHTING SYSTEM LYTEFLOOD L 40 COMPACT FLUOR 8219 WHQLM (2) XT40 -D35 Q_ry uu STANDARD' WALL PACKS EMERGENCY LIGHTS (WHITEY. :REFER TO ELECTRICAL) MOUNTED AT I1 OFF. INCANDESCENT MARQUEE LIGHTING B E CITE UNIT - PATE R TO B CITER A -408 1 e CB PROFILE 2 2 0 INC. g 20 SPAEge,, BRAS S✓ FMMP INSTALLED IN MARQUEE BY MILLWORK MFR wa ----‘ , . n c I�N�NNIf�NINNINNINNINiN�\ .�NNIN�NIiioNINNINN( NNII• NINI•NI•NIEIi�IO� =)♦�NNfNINNI'I - == _�� 1 ■ amsQa- vmsa ��� -� —ate —I— — — — -. — -- -- . I fi iililrairmitr imam► i ��� 1U : tlllll�lll �iliiliu�l i i. ii>,�iim min 1. i ii I 1111 - 11 aIt�iI� ©� �lil. r oom. A I III�i� /�1m �►' / Iii1��l /� - > , rr. EN= 'll�iM IP 1 fi I�' MJ i °I ∎ iilMI���I, aM IMi∎ �P Iii 1 •lI 111111llt111i�iiREmm �•• ���� it111iiiiiii _iiNiiiiQiiill!1 `1!!; 11�_ mummom Nunim iiiii i zY— �.�"'�milim i' ani 11111= il= III lill•[�i11∎ ii1 ii1�i� illIMIMUN iM 1!11 -Ii►.1 Ilk ■ smi �.�, IIIIM �.I Il�iiiiiiiiiiil ,�1I /iiiiil►!�!lE E>�IIRii! § I liilil ��IMIENME3m agu 1 11111 III mil 1 ; 1 1111i►1Siii i�►z�i NAu2a/iiiii►►: , 1�u Ioli 11.ivlri.N_�._�IL �1li �lil�iil�1 !! 1. rl rliio iiiii_il_n _ ii i i i1 i!l1 1� .: ► � 1It■ ii�iiii 111 1121�I1111 i�iiiiii�ii� i1 Ull6 li /�- ..,, rI�■Ji�'�i �ii� i ®� i"�� _ i■is i >•ii� I"i■ lip I I l , �1 ����ii �11oi ►� I�iiiP��!'��' �iiil�ii ii ®iil =� MIMI ii 1-L� ®M�i i ®� .11iiiillli ®Ili® w1'!��. 11!I . 1N 111 111 �ii1II �- ®iiiiiiiiii ®Ilii f I i I I =11 11111!" 11 1 1111 I1llll�lilmi lily i1iM II\ i ®M iii iii it ��.� 1 umwmu IIIiiiil mlimm ? .mIiE I 1 1. I i t miu ilii�� ®Ilil �„�!!11 Iii ,11 "1 mmmo u.mumI>•ii�ili\ ii � irzr liw .mm•m i .m•mr a �mmumm_u� r. 11a ° ,�►- commo u iilillliillli�iiiiti mi ∎temllil r��`,. ��1�aliiiiiiiiiliii® ►-� ;i o •-: - miwAil�I 1 • II1Ii� II iii∎ II �w1� INIMI =MN I. 1a1• ril� i GAI81 iiiiiiiiii ��� � IIII I;iltllea l l .� MOAT liNPRIEiiMMIMIOEgi u 1 E= 1 mmomm m q � - - ii ►Zwiilil� �� �•1 Itl�i \\ IF -���\ I/ih�ii\ i im�i®>•iis i masEml •mown I Iii lim 11 111 �- � I c j) FIXTURE (TYP) STOCK ROOM � FLUOSCENT LIGHT FIXTURES AC.T. AT OFF. errp.) ACT. AT 10' -0• App. GYP BD, HEADER AT AFF A �EGI1A1�i GA L. r 0-f es i au► �cis�IE�c la 1,J S 1-14,1E. fAC oe Q.0,10 Eiz !Zs III xls1 L4) 1I�Srz1no uaS 11 �OlJ wEll 1,1 Q�u �chntisl IAas •'�ZDIc (�MU.Cg: $E;` Fa444 •T eA..DSbI-AaS 1 4 I The,A AA#J i,�nsl„a9'I -o.� Sia�e J�.1�11•r��D.1 CEILING PLAN NOTES III E II rk v \�I,i� �J!Ii - - - -T - -- � — — a � /INNIN ���5 I 1 (F , l i I ;' . E 1� —. 1 AC.T • 9 -0• , 1 1 I AFF ! _ i i 1 I. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION CG AIR DIFFUSERS, SPRINKLER HEADS AND EMERGENCY LIGHTING, ETC. NOTIFY THE ARCHITECT, IF CONFLICT OCCURS. 2. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BY THE LANDLORD'S GENERAL CONTRACTOR INCLUDING EMERGENCY LIGHTS AND EXIT LIGHTS. OR AS NOTED ON PLANS. 3. IT IS THE FIRE SPRINKLER CONTRACTORS RESPONSIBILITY TO SUBMIT FLANS FOR MODIFICATION OF THE ORE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE. SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND AFFROVAL AND THE ARCHITECT PRIOR TO INSTALLATION. 4. SEE SIGNAGE PLACEMENT PLAN FOR ADDITIONAL. INFORIATICN-0 ON DEPARTMENT SIGN F'LACEMENT. 5, SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. b. SEE SCHEDULE SHEET FOR ROOM FINNISH AND LEGEND, 1. SEE LIGHTING FLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. L ACT.* 12' - 0' APP. (1 41, }411J IS Th J T+A,JE �s - E /E 1 ' ,Do•44 1 um ,-7- ( Lor4L smokt TonU124. -1E Gq� EIE�+'l• '� 7- Top LA.00 .1, er A 4&& SArokt Slw+.aptod THEATER MARQUEE LIGHT LINE OF VALANCE ACTT s 12-0 AF= 1 FIXTURES 1 (BELOW) 151' -0' L INE OF vALANCE CBELOW) O REFLECTED CEILING PLAN a SEE MECHANICAL PLANS FOR EXACT LOCATION GF DIFUSERS, RETURN AIR ETC - EXISTING SPRINKLER HEADS SHALL 3E AS FOLLOWS EXPOSED STRUCTURE: CHROME, PENDANT TYPE- TURED UPRIGHT ACOUSTICAL CEILING AND SOFFITS:. CHROME SEMI - RECESSED - MIN. 5 TO ANY GRID. DISPLAY SOFFIT : WHITE, FULLY-RECESSED. TEN. GC. TO (V.IFJ 10, CEILING HEIGHT ARE AS SHOWN ON ROOM FINISH SCHEDULE. IL N THE EVENT OF DISCREPANCIES BETIEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BEPTEOI ARCHITECTURAL AND ENGINEER DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRUMYiM GOVERN. 12. CONTRACTOR TO FURJI51-1 TO ZANY ER4NT AT COMPLETION CF CONSTRUCTION THE FOLLOWING: TWO (2) UNOPENED BOXES OF SALES AREA CEILIT TILES AND ONE (1) UNOPENED CONTAINER' OF EACH TYFE OF LIGHT BULB USED. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE QUANTITY co MMATERIALS ON THIS PLAN. NOTFY ARCHITECT CF DISCREPANCIES BETILEEN QUANTITY REQUIRED AND QUANTITY SHOURL IA, DRAFT5TOP5 SHALL BE LOCATED AT 4 MAX..DISTANCE OF. 100-0• AT SPRIN KLERED BUILDINGS, AND 60' -0• AT NON - SPRINWLERED BUILDINGS. v. CANOPY SIGNAGE J -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT 15' -0° 4FF, INSIDE CANOPY U(4LL. 16, CEILING HEIGHTS SHI01.IN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. �xE41- 2 E locia.V.5 STo.3TeavC A/ VGDObDG¢1_$9e bas - EEFS- E QoeF - '�oP UU °1- Z.' 0O £ Shv4- bow R ÷ CTYP) � Pia i+aT Fu�ic+`rc I 94 vALANGE (TYP) • Reicr- ED 'rD I,,� i2a*y� fi , YCbrzO134-L.oOA 1;.A :444- ,e. i�.,•cF 'roe Et �GO"D L 41 W�-L- NOTE= APPLY R -21 BAIT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. O 2 INSULATION SUPPORT SCALE: 1" . 1' -0" A.C.T. AT 0 -0' OFF. AC.T. • 10' -0' AFF (TYP) AC.T, • 12' -0j AFF (TYR LIGHT SYSTEM TOLIER SOF -TECH RING WIRE INSULATION UP WITH 18 4,4. WIRE STAPLE INSULATION AT EDGES ONLY TRACK LIGHT SYSTEM LIGHTOLIER SOF -TECH RING (TYP.) 1 0 0 C PARALLEL TO MAIN RUNNER TIE 12 GA. WIRE (TYP.) NOTE: PROVIDE LATERAL BRACING M CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFOR BUILDNG CODE STANDARD NO. 25 -2 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS (COMPRESSION STRUT) SECTION 252123 (c) LATERAL FORGE BRACING LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: PARALLEL TO CROSS TIE 45" - MAX. WI-ERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4 -12GA WIRES SECURED TO THE MAIN RAWER WITHIN 2" OF THE CROSS RAWER INTERSECTION AND SPLAYED 90 FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45• FROM THE PLANE OF THE CEILING. a STRUT FASTENED TO THE MAN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS. SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT FONTS SHALL BE. PLACED 12' OC. IN BOTH DIRECTIONS WITH 11-4 FIRST POINT. WITHN 5' FRONT EACH WALL. ATTAGFAMENT OF THE RESTRAINT, WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE .BRACING MEMBERS+ SHALL 5E SPACED A MWIMJM CF 6 FFOIM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT 1 OY DED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.. WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LESS THAN 56. LBS. SHALL HAVE, IN ADDITION TO THE REO UIREMENTS ABOVE, 2 -•12GA HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE THESE WINS MAY BE SLACK LIGHTING FIXTURES WEIGHING 45 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PCNDANiT -HUNG LIGHTING FIXTUMS SHALL SEE Sum0ICIE0 DIRECTLY Moll..THE 1 I / I STRUCTURE (SI%Ya •FICA WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING IA STRUCTURE SYSTEM FOR DIRECT SUPPORT. DEC 'y, SEISMIC BRACING SCALE: NOT TO SCALE C z W Lw Oz CC W 5 _U L_ cr W Z j z Cf*P`r z • Q� z CC a. z N DRAWN BY BCC DATE 05 -31 -59 TL -IC -405 A -5 0E, 2,11.1.7,3 MAT MORI= M. PROJECT NO. 91111 A/5 No. 2 CHECKED BY RS REVISION : 05 -24 -55 BCC TENANT COMM. BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 - 0235 beet bsaarch.com REFLECTED CEILING PLAN ANY REPRDOUCTION AND OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANCE ASSOCIATES, ARCHITECTS P.