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HomeMy WebLinkAboutPermit D01-021 - SOUTHCENTER MALL - PANDA EXPRESS - TENANT IMPROVEMENTDO1-021 Panda Express 896 Southcenter City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. f Parcel No: 262304 -9004 Permit No: DO1- 021ST S Address: 896 SOUTHCENTER MALL Status: ISSUEDee /' '� Suite No: Issued: 04/11/2001 Location: Expires: 10/08/2001 Category: ARST Type: DEVPERM Zoning: TUC Const Type: Occupancy: RESTAURANT Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: Contractor License No: MARKECW066NU OCCUPANT PANDA EXPRESS Phone: 896 SOUTHCENTER MALL. TAKWILA, WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT CLINT EVANS Phone: 913 -649 -8181 8900 STATE LINE RD, #230, LEAWOOD KS 66206 CONTRACTOR MARKET CONTRACTORS (WA) LTD Phone: 503 -255 -0977 10250 NE MARX ST. PORTLAND, OR 97220 ************************************* k*************** * ** *k **kkk *k ***k * *kkkk *k ** **k *k Permit Description: TENANT IMPROVEMENT IN EXISTING FOOD COURT * * * *********************** k********* k***** *A * * * * * ** *k * * **kkk *k * *kk * * * * *k* *kkkkk * ***# Construction Valuation: $ 150,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ** k** * * * * * * * * * * * *k ** * * * * * * * ** * * *kk ** kkkkk *k * ** ** * **A *kkkkk# * *kkA * ***** TOTAL DEVELOPMENT PERMIT FEES: $ 2,106.19 ******************** * * * *k *k** * *** * *k*k***kk *Ak * " ** kk* *kkk* * * *k ** *kkkkk# * ** *k * * *A I 111 Permit Center Authorized Si naturwa'''!CW=' Date: g_444 I hereby certify that I have read and examined this p mit 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 provision of any other state or local laws regulating construction or the performance of work. I any authorized to sign for and obtain this development permi Signature I / s / 1, Date: y ;4+ O( Print Name: S� M lle 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 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9004 Address: 896 SOUTHCENTER MALL Suite No: Location: Category: ARST Type: DEVPERM Zoning: TUC Contractor License No: MARKECW066NU Permit Center Authorized Signatu DEVELOPMENT PERMIT (206) 431 -3670 Permit No: D01 -021 Status: APPROVED Issued: Expires: Const Type: Occupancy: RESTAURANT Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: OCCUPANT PANDA EXPRESS Phone: 896 SOUTHCENTER MALL, TAKWILA, WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT CLINT EVANS Phone: 913 -649 -8181 8900 STATE LINE RD, #230, LEAWOOD KS 66206 CONTRACTOR MARKET CONTRACTORS (WA) LTD Phone: 503- 255 -0977 10250 NE MARX ST, PORTLAND, OR 97220 ** * * * ** * * ** ** * * *** ***** ** * *** * * ****** * * ** * *** k k* k k k* *** ** k* k* k** k** A * k ** k ***if*** Permit Description: TENANT IMPROVEMENT IN EXISTING FOOD COURT ************************************************** k** * * *k * * * *k * *kk * * * * * * * * * * * * * * *k ** Construction Valuation: $ 150,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private N Public: N k********** k***** ** * * * *k * * * * * * * * * *k * * * * * * * * * * * ** **** * * *k *k *kk * * * * *k * *k *k * * *kk * * *k *A TOTAL DEVELOPMENT PERMIT FEES: $ 2,106. ********* * * * * * * * * * * *'* * * * * * * * * * * * * **_* -- T'k * * * * * * *k* ** * * *k ** *kk * * * ** * * * * * * * * * * * * * *kkA 2 T1 2 • 1.44,m/ Date: 2g -41 I hereby certify that I have read d examined thi permit and know the same to be true and correct. All prov sions 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit Signature: Date: /-*; Print Name: 4 et—li 1_ i 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. OF T',...'4JLA Add 81=46 1:,,utf-0:1- MALL e ,•tt • ) uite! Tenallt • Type: r•EVPEPM Parcel #: 26.304-90(:4 4 44 4444544,444444 4 4 k 4 4 4 4444.444 ■ 444 44441544 4:444444.4 4 A 4 4 1.1.1 1 4 44.44.4 44.1 44 Permit Conditions: 1. No chan9es will' be made to the En9ineer and the fu i wila Evildin9 2. Any new ceilin9 9rid and lioht reouired to meet lateral i:13:iro reouireme Zone 3. 3. parton walls attached t ceilin9 ioust bo brar:ed if over ei9ht (8) feet in len9th. 4. All con:Ttr to be done in conformance '0 appc...;ed plans and reouiremert: of the UnifP:in Pnild■n9 Code Edition) a amerded. Uniform MeThanical , :ode ( and Washin9ton '3tate Ener9y (ode L1997 Edttiorl'. 5, P1umbin9 Permit': !hall he obtained tLrou9h the '.:eattle-i County Department of Public Health i:lumbino will Inspected by thot a9en ail 9a: (296-4722t. 6. Notify the City of Tutv:ila Eulidin9 ocloi placin9 any concrete uroceourc !n ?r,idtion ao, requitement': for :,pecial insoection. 7, Validity of Permit. The iisuance of a pefm;t ". plans. specifications. and cc,utt 1 not Oe .'.ri- strued to oe a •eemit for, or an approval of any of the ori:vi of he (%01 other ordinance the lurl ths Qive outhorite to violate or can the Code shall be valid. 8, Eieetr!cAl oermit: :A1.311 be obraii)ed throu9h the W.:Ihinots State Division of Labor and In4Juftrie:7 and a! ftal work will be inspected by that a*en: v (24-6630 9• There shall be no oc bw;3f.701(..ii ut final iwspectton ha:. bee mpleted bv the rul.wUa Eutidin9 /nspector. 10. All meChanical worV shall be unde r , :f. 7 uod the City of Tukwil3. 11. "AFIRE DEPARTMENT CONDITION'3" 1:n The attached set of plaws have beer .eviewed by The +- Pcevention Pureau and afe aoeptable with the f:i concerwz: 13. The total numbec of •re e. “Lic establihment caftulated at one ki—.ts, fc each 3000 .s.q• ft. of area. The e, the "A11 Puroo's.e' 108: rpe. diltance to anf: fire e..,tnoul.she: mut q4FPA 10. 3-1.1) 14. Portable fir.: zhall be .:..2 H.italled on the han9er )n the loacket or wall rece-.F.se.i,. The ham.)er bra: ie7 and c an r.m.) the moi:..1f; sLt;f3 Tr a...cordae with the manufacturer's in:tructions. The etin;.lulFhe, shall be installed .sc th.At th; the e not more than 5 feet above the floar at;d , .. - !e;;;Ict= between the bott-:!m of the e'tin9y and the flo:.c not be less than 4 inches. 15. Extinquishers shall be located sH.T; a: to Le in blai view Cif at all or if ndt ir the, ;:j be identifieo with .1% with an arrow oointino to th 1 , 106, Standard 16. 1.7.1ear acce:fs to fire , e , .ul , ed at ell time:. Thev fl-' not be hidden Or ,...o.,Itruc:tei !;f 1 17. Fire eft1n9uishers reduire Ard They mos,t have a ta or label -2.J.-corelv indicat-.?:s the month aid yer that the inipetin 4as performed and shall identify the 0:011, berformin9 the se(vice 1 l4FPA 10. 42-- 4-4 and 4 -4..;;;N Eory • ear:. Ocv .:hemica) and t etinguisners 1 Oe emotiod ark') subleoted lo the applicable recharde oco.,:edures. NF 30. 4-4.1 It the required monthly and iy ot th0 e.*.tIn9uL5.ht?r(S) are not accomolished or tAt!? t,) t3 root complete. a ieputatle flfe e-tine:. 2efvice oompan will tse reauired •:ondu‘:t these redutreu surie. .1i 10. 4-4; 18. 4 wet 4:hemk p-: e..tio9t4;inec a ollriAtom 1'atin9 of 2A.161;::r :hall be in'.7talled ;, 3C commerciAl - fc,od heaT-urc-109 t. a;z. aiony an ob17.tructed oath of trvel, 19. An appcove0 automatic fire-e. s for thi.: proieot.(A UL 300 compliant fi: ::srem is reduired f cr ith:er tiO0i; . 20. Local U. L. ru1;' Ordinahoe #1900) 21. E». it doo• s shall be oue:lable from the tosid-? without the use of a key or any suecial R.It doo• 2; : : 1 looled. chained. 1 .;te;). latoned or otherwise ;*endared unusable. lev;uei :hal be of an 2..ppc0v-.10 tyoe, tUFC. 22. Dead tralts are not allowed oc, e..it doors the dead bclt is au7omatlally retcacted sth...= the ;loo. handle is enat,led from Inside the tenant spa;:e. , JFC 1207.3' 23, E.jt h,:7;;rdwar'a_ J j 3ri.t69 :1;!1;:til the the Uniform i0FC Maint ;=t m;;-kr. o) N.1 P —7 Addition/relocatiori of walls, ..'l%:,set-z pa; require relocatjn9 and/or addin9 sprinkler_peads. 25, Sorinkler or' 1 t i on shall be e- 1 a v,hee required. inciUdina all en:losed hr oPst and under overhanos Ireater than foui 4 'eet w 1 q4FPP. 26. All new sorif Tystems 3nd all modtations to e...iztind sprinkler systems shall have fire department •-evi.?;4 and approval of drawin9s prior t installation New sprinkler sy.stems and all modi to involvinc. more than 50 head hacie the w. approval of the W.S.R.B.. Factor.i Mutual. Indtrstrial Pzi Insurers. k.emper or anv other representat:ve rhesionatel and/or recor9nize0 b the Citv of Tukwila. pLio; Submittal to the Tukwila F Prevent 61.1,•eau. No sprinkler work shall commence without avvioved Orawin9s. (City Ordinance #19)1 27, Power taps shall be of the polari:ed Of 9: typtl shall be liSted. Rowe,' t.M' shall he dice-ctiy , :onnected ro a permanently Installed receptacle. U1 850;3 3 thru 350e.4) 28, Contact the Tukwila Eire Rre Bureau to witnes required inspections and tests. (uFC 10.SOLI Ordinance *1900 and #19C11) 29. Any overlooked hazardous condition and/or of t!ie adopted Fire or Boi1din9 Codes does not impl ‘. approval such condition oc violacicn. 30. THEE PLANS WERE REVIEWEC. BY IPECTOR t7.11 IF iOU HAVE ANY OUESTIONS. PLEASE CALL THE TU! ; PREVENTION BUREAU Af I hereby certify that I have read these c'onditio and with them as outlined. All provision of la4 a:1d or_,.inar;oes , 2ovenino this work will be complied nth. whethec The orantin9 of this permit does not o; to dive authortt to violate or c the co of ..:lov othfir ,.;1:.(1 •:. ft re9u1atintl con..F.tructi ,:.( tr,v/perfoimance .e. if /.', / "I\ e: 1 .7.&. 1/4 Project Name/Tenv6c4 . f�S Value of C struction: IS Si a Addr ss (include suite numyer) ` l` City State/Zip: R / G L f So w�C11 �''�Aw ,'CWI��I C51�� �- i " ^ `sec ` Tax a eel Number::�� III' — t� MtIONA VII NIRk�t., Property O er: ' l t e�.��e,'�• co LW(eo �� Phone: it) — eob - 1550 Street Addre s: Z S4'L c City State/Zip: - rk V�o yv. 'orro £ A 1q . t44,45-4■zz.. Fax #: IA (9 - x - '0`10 ° 1 Contractor. 4Y Phone: Street Address: . City State/Zip: Fax #: Architect: ci :(, . k AVAk T / ki 1-: t- .c�-( C. 4V (ZJ Y Phone: q \— (01 `\ --8 15 Street P OO tAtt'E eo Q l 'A14' l wr t , � i5 C�t(Ol t2 ip: Fax #: 1 13 t0 1 1' \Z� J Engineer: �itic i�� \W-' • Phone: c ‘3 -lick Street . 1" .\,.: ‘"iyaemk. C'. ! oz City State/Zip: Fax #: ctt3- 301--51.03 Contact Person: /' Phone: l 1 _ 81t Street A d c i r . S r i 11 yt fr o j � j l w - , z3011,444009, vAst 6 triy 36, Fax #: Q\ 3- c\-AZ 1S Description of work to be done (please be specific): t,tAP Wr lti- WST1t4el fool) C,a'W- . RECEIVED Existing use: ❑ Retail restaurant ❑ Multi- family ❑ Warehouse N Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ thfctN 2 ` ' `- ❑ School /College/Universit ❑ Other Proposed use: ❑ Retail J- Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: ' to 50 t C7 existing No. of Stories: Area of construction (sq ft): SZZSr. Will there be a change of use? ❑ yes PAi o If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? , yes ❑ no Existing fire protection features: rIt sprinklers %automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes mc no Attach list of materials and stora:e location on se•arate 8 1/2 X11 a•er indicatin. uantities & Material Safet Data Sheets CITY OF TU "WILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project I .urnber: Permit Number: Commercial / Multi- Family Tenant Improvement / Alteration 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. ❑ Channelization/Stripin ❑ Curb cuVAccess/Sidewalk L_I Fire loop /Hydrant (main to varrltl #• ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter/Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous 1 1/30/00 crpernrir.doc APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works De. artment) ❑ Flood Control Zone ❑ Hauling Si?p(c)• cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should he entered by the applicant. This figure will be reviewed and is subject to possible revision Ly the Permit Center tc ; ::^ply 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 acceptted: t t2 D Date appli ation expifes: t?- to Application taken y: (initials) PLEAS .SIGN'RAC1 OF'ARPLICATION'FORM, z W tY 2 O 0 N O W W J = f- tn LL W J LL u) O z � W U O N O 1— WW H - IL O ▪ Z Uj CO O � z rail VIM • ul r aw Willi F AIIII1 .j r ail BUILD! t OW E OR - ORIZED AGENT: Signature 9 / , Date: ` `O( Print n. 1. :_;: ..... ' G. _IrOV'f Phone4 `J U�(iA '[5r Fax it: G t '5 _ __ v Address ir/t'koi L � rotkv _• 23a � .�. ter-• -- �, =_ I City /State/Zip I 'a lD APPLICAT _ S MUST BE SUBMITTED WITH T s LLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : *9( ❑ ❑ 1zt Construction details 153' 0 I mom clpenxil.doc SUBMITTED ❑ Complete Legal Description Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Ft ... Indicate proposed construction of tenant space or addition and walls being demolished Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system d s n criteria identified by the Fire Department. ¶4 ij, .51.1$t�1i11 W B� SULtS t�l.1A Washington State Non- Restaenttal Energy Code Data shall be noted on the construction drawings. ScAttxv.P b C0 SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require twn (7) sets of stamped approved plans by the Seattle King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor iAOT 5et,o s been selected at time of application a copy of this license will be required before the permit is issued o ; VIOL I R submit Form H-4, "Affidavit in Lieu of Contractor Registration ". - nMW, 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 l HEREBY! CERTIFY THAT I HAVE READAND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF I PER /UR ' BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Z r4 2 a o 0 u, 0 u, w ---;.---. , 0 0 uj 0 15 F t I i •., 4 0 t t. 0 1. t 4 1 t• 0 t 'I 1` t ' ' t 0 . 7 0. r . 1 1 1 0 F T I) K W I L (4 . W 2 m 1 ,,- ** 4 4, * 4t * 4r* # * * * * it * * * # 4 - 4 * # * # * I- * # •A 1'. 4 4 # * r 4 7 r * l 4 * e. # A * t- 4 * 4 * - 4 4 4 •„A 4 2 4 t i- f DO C.) ( 0 r R OA k M X T NI fl t)ti rs : 1 ;..) I ) () '... i..... 9 f-; MO f t t: : A 7 , '', I; :: • .' ': I. •:' • 1.';'. 0 —* I t il V Me n t t h cr (1 : CH E. C. I:, 0 o r i I i (.., r', -, 14 1!. t. L. 1 ( 1 ,,1 0 '... 1 , r i, c 7 i ri : 1 , .:? 7 ; 0 UJ uj . .. . . . . . .. ..... . I li og2 0 z r. t fo II u Ite h e n t * * * * * A Os * • * A 4 A A * te It f # * I.' A 7 # * A ir # 71 7 A '4 A A i4 c t) t 1: f.) (1 () 0 Li 0 I - '2. I Pt t: Lt. LLh1 07 4 El 9t, {...;01.11I-;1.;E. 01 LE: tr.i:itJ. 4 . • i. t ! t_ I F n t 1 i ; c n 1 »!VE 1 1 i; ••• ,'#;,-,-••••?'!•;,,-"-•: 4 ";•:• - ';.•;:••• ••• ••••-• *fr:ifeitiitit**A .t# .0-#-***** OF TUKWILA. WO -2 T t-**..k**** ,0 TRANSMIT 14 4110017: Amodot: vnitrt Method: CHLCI Ooti MOV(E.1 COViVkCI Permtt Ao: D01 1 vue: O.V t‘ (E.VELF rrl PE U h 7 Parcel No: '„162304 Site Address: f.19t.. SOLITHCE(114 MALL rof;11 This P.viu€'rst 1,2: ALL 13.414i11.:o: .)() Accoutot Code 0e5crlottQn Omount 000/322.100 000/366.904 %TATE BUILDING '3URCHARGE • '• • '2.' '171 o kk* AAA** kA* AtA AA**** AAA A* k** A* A* A *¢kkkk *AAt.AAAA*AAA►AAkAAA* C 1 1 Y OF 1 t IKW1 I P A a!A r10 1— en 1 kk *kk* * * * * * * * *k **A *kk **. - * * *kA ** ** Ark** kA * * *A **A* *A- iAk ** 1VANSM41 Number: 80100107 Amount: 827.91 01 /25/01 14:46 Payment Method: CHUCK Notation: H . C . K1 OVF.f, AF.'(I I J ►, i t.: J 1 f► Permit. No: 001-021 1 yF►c : I)FVPU h'M f!F: Vi: I OE'MF N1 Pf RM1 1 Parcel No: 262304-9004 S i t e Address.;: 8196 S01J I I E.0 MAt.1. Iota! Few.: 106.19 1'h i ti Payment 8? / . 94 rot'.ct 1 Al I Pmt. : 11:/.94 lance: 1.2/8.25 **** k***** kA*********kk******* kkA k *kh * * **A *AAAAAA * ** *AA*A4 Account Code Delicr I pt. i on 000/345.830 Amount PI AN CHFCK • NONNFS 82/.94 ovinaussonstrams • • ct yte_of Inspe ►tio il 1.1./ S C-' L44 I ie 3 e► 0/ Special instructions: D: a ant�c / J: 7 'c'� f t ;` / a.m. ' P.m. Rster: i `_.____..„ Th yi\'��j (Sl`_? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: C +P jt r• INSPECTION RE RD Retain a copy with permit [Inspector r' 1 �r D PERM ERMIT NO. (206)431 -36 Corrections required prior to approval. Gti i 1 Pk 4 VC h-1 A 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: COMMENTS: T t— pe.o Ira f lnsprtion: r rntoAivrt 1 / , D� ed. l —�- Special instructions: Dare w a.m. v 1 a ; 74 1 -'-ma( { t) l -(4 -T 44 ir jt .5 tR ic / e P' vC) t--.1 T � , � . ' .+' I. ,t,.` ..,yam. `~ • cti ra L a PP*4) S T t— pe.o Ira f lnsprtion: r rntoAivrt 1 / , D� ed. l Special instructions: Dare w a.m. v 1 a }rester M e•t lt? 1 / .5 tR ic INSPECTION NO. INSPECTION Ri.._JRD Retald a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431-3 70 El Approved per applicable codes. Corrections required prior to approval. 0 547.00 REI■SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspec on: I , / � " »J k VAII !!lam /a , - . dpi wq ? Special instructions: ,i��/ I. 'r " 1 Mfr /j 5<<, /1 n ( t- .. f ji3) Req F'""� : / . ... 62 41111111111M1111111 bliffill A' a U / ' le _ " _. - , /-\ A / f'w / a eject: FA s S Type of Inspec on: I , / � " »J k ' (/ - 4 (? /J (r//s/c/ Date w nted: - /, g /o/ (.. m p.m. Special instructions: ,i��/ I. 'r " 1 Mfr /j 5<<, /1 n ( t- .. f ji3) Req F'""� : / Phone: )(i1• --77F . i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION R(DRD Retain a copy with permit $4 .00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7%/ (2/ PERMIT NO. (206)431 -36 Corrections required prior to approval. • COMMENTS: Type of Inspection: rt.ecteit qi Ot 71.-tiOi rio et._ Addre Mail Date called: Special instructions: Date anted:) � /410/ C OV -- t' _, A Requester: Phone: PI 1 P:• ec ._ Type of Inspection: C Addre Mail Date called: Special instructions: Date anted:) � /410/ &..„,\ p.m.� Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RORD Retain a copy with permit PERMIT NO. (206)431 -3 n $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Receipt No: Date: f Project: i 11(LA ex P' P Type of Inspection ;, , , v.r,i-y-f (,, if, ,--; 1 j A* • ress: -Th -..—) C. D.te .1 0 Special 'instructions: Date anted: pc ta. i . prsteri Phone: — — 77 g — 5S7c INSPE ON NO. 0 Approved per applicable codes. COMMENTS: Inspector: INSPECTION R RD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 P o/ 0 PERMIT NO. (206)431-367 c i Corrections required prior to approval. Mord Ii i - Date : ,/ Eli $47.00iNSPECTIOAI4EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: "fieetWOM ;1.2 • ‘, COMMENTS: T of I s ection: E-PX 9 'IL Special instructions: D anted: 0 . . 10 ()*TT n --- .1zo.... A ki '; A 0, , , , r t ../ Inspector: INSPECTION RLJRD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 71 Eg ' Approved per applicable codes. Corrections required prior to approval. 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: I Date: .11 .1•4;.', • 7 T of I s ection: Date alle • i /1) Special instructions: D anted: 0 . . P hone: LC r -7 1 g .- Inspector: INSPECTION RLJRD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 71 Eg ' Approved per applicable codes. Corrections required prior to approval. 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: I Date: .11 .1•4;.', • 7 P "ect: , T pe of lnsp ction: ei.., i . . 4 00 o f IL , , Date called: Special instructions: ", f Date wanted:,_ p.m. Re tieiterL- ., INSPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B,d, #100, Tukwila, WA 9818 . .111.spector Receipt No: • • • ,ticaoi„ g Approved per applicable codes. COMMENTS: INSPECTION RD Retain a copy with permit Corrections required prior to approval. Date: $47. 1 REINSPEC ION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431-367 13.3 c.) 0 (0 0 w u . uj 0 u. < W -0 1- W W 8 52 0 t-- tu La ° Z w o 0 Project: F >c i xe c S Tyys_of Inspection: _ / 7/ Address: .. r C Date Qafled: /e5 i; 1 Special instructions: Date wanted:/ vTlitt /ri P.m. y ster: Phone: 2( tr-- 73 /.. INSPECTION NO. INSPECTION RORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dc);- PERMIT NO. (206)431-36 5 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: 4 .•••■■■••••1 insectorT -- R ctw k Date: I(- 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: lect: — /Vi'- (Xp recS Type of Inspection: ct. Y Y11 C / ress: if 56- MA. it Date call � , _ �.I .� ....� /.r ..I1 I - Special instructions: Date w7t d: j f ly 0! , / _ I� .....!'u a.m., .m: Reque ter: J Phone: 7 ?0/r" �- L 7/5 " ' (( `/ COMMENTS: J / � , _ �.I .� ....� /.r ..I1 I - 1 . .� Its S i ....r , / _ I� .....!'u -- a) 1, in , lea Uirt l ,u 1 4 ' 1 1 A . 3 p/ / _? (./ Inspector: Date: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. Receipt No: INSPECTION NO. X $47.0 REINSPECTION EINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. INSPECTION RD Retain a copy wit permit Date: PERMIT NO. (206)431 -36 Retain current inspection schedule >4( Needs shift inspection Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Qin Monitor: 4 Er Pre-Fire: Permits: N LIN( Authorized Signa6Ure FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM >' Approved without correction notice Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. b I • 0; i - 0744 I Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Project Name Address ri S - $41ALL Suite # 1 0 . TO ROSENAU & ASt',JCIATES, INC. Construction Inspection & Material Testing 7 King South. 47 M.L. K ng Way Sout .Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory June 22, 2001 Attention: Quality Control City of Tukwila Building Department 6200 Southcenter Blvd Tukwila, Washington 98188 Project: Panda Express Permit Number: 001 -021 Address: Southcenter Mall - Food Court Job Number: 01 -268 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of our handwritten reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Epoxy grouting of dowels 2. Compression strength testing of contractor cast cylinder Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ‘:Duoa.n u - f? r Susan Rosenau -Moser Vice President SRM/sem Enclosure cc: Market Contractors z I U 00 w CO w va s no O z Job Number. I 01 -268 ( Report Number: I 001 1 Permit Number: 1 Jt.1 I " ! x Project Panda Express Architect Address: Southcenter Mall — Food Court Engineer. Client Market Contractors Contractor. Market Contractors Date: 6 -8-01 Ins. - or Micah Ruoff Cont. 2 copies Inspected the resteei and placement at Contractor placed concrete without inspection on 5 25.01aand cast one cylinder to be broke 028 &lye. t lacement area were the beams under floor for grease trap. Batch ticket faxed to lab. Resteel is grade ( I , as specified, from Placement Data Batch Wei Su • • tier. Stonewa Cement sa •. • : bs.: Uil WtC Ratio: Mix Number. Fine Agg. (lbs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Coarse . ! ! . size/lbs. : Admixtures (specify) Max Slump Mowed: Total Yards Placed: Placed Via: Pum • Vibrated: Fly Ash (lbs.)* Water lbs./• al : S • - i fled Stren ! h • si : 4000 Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: Cast Samples: Flexural Cast Samples: _ Weather: Inside Slum. Ran! e: Date Samples Picked Up: Comments Other ASTM Methods Used: j Conforms 1 { Does Not Conform Specimen Number 1 Owner x Contractor Size (In.) 4x8 Architect x Building Dept. Strength ,: _ Engineer X Cont. 2 copies Specimen Number 1 Test Date 6-20-01 Field Cure Age (Days) 26 Size (In.) 4x8 Area (Sq.ln.) 12.57 Weight 8.20# Max Load (Lbs.) 58,250 Strength ,: ' Tested in general accordance with ASTM C 39 ASTM C 78 X ASTM C 109 X • Com • ressive Flexural j Conforms I _ Does Not Conform Conies to: Form No.: T -102 Revised: 06/22/01 OT. 3 ROSENAU & ASS( :;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TS Reviewed by: 0x .1, r — This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 M R K L O V E R A R C H 1 T E C 1 HC 'CLOVER ARCHITECT 8900 State line Road Suite 2 3 0 Leawood. Kansas 66206 Phone: 913 0 649 0 8181 Fax: 913 0 649 0 1275 Modern: 913 0 649 a 8205 T R A N S M I T T A L DA,E 1 -24 -01 , , BRENDA HOLT ,Oa NO. 00044.017 DEPT. OF COMMUNITY DEV. 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 T: 206.431.3670 Ilk GROUP 00002 PHASE CODE 05/5H REFER PANDA EXPRESS @ SOUTHCENTER, TUKWILA, WA cow CHARLIE SHEN 626.403.8688 CLINT RAMULUS FILE F4E DIVISION I T E M S T R A NS MI T T ED AR E ATTACHED ❑ PER vouRREAt 5 a Fog vcp FKFS ❑ IPCENt T R A N S M I T T E D 0 INFORMATION IT E M S T R A N S MI T T ED V I A . FEDERAL EXPRESS ❑ STANDARD i p mow! ❑ SAT1t+OM ❑ us mkt ❑ COLXRER 0 PICK .tP ❑ HAND CARPED 13 e.ze,naa- -''" '"'y2i.?LF�Y��':?tu?j'T.�`r�"j� ice`; F,r�' >. �r:.r�•, . DE SC R I P T I O N COPIES DATE 4 SETS OF CONSTRUCTION DOCUMENTS W/ STAMPED APPROVAL FROM HEALTH DEPARTMENT 1 PERMIT APPLICATION 1 CHECK FOR $827.94 COMMENTS : HI BRENDA, A -3 1 Program Into / Code / City ATTACHED PLEASE FIND THE ABOVE LISTED ITEMS FOR YOUR USE IN THE PLAN REVIEW. SHOULD YOU REQUIRE ANYTHING PLEASE FEEL FREE TO CONTACT US. WE ALSO CONTACTED THE ELECTRICAL PLAN REVIEW CENTER AND THEY STATED THAT WE DID NOT NEED TO OBTAIN A PLAN REVIEW FROM THEM. WE ALSO CONTACTED THE ENVIRONMENTAL HEALTH DEPARTMENT FOR A PLUMBING REVIEW, AND ARE FORWARDING ONE SET OF DRAWINGS TO MR. GEORGE WELLS FOR HIS REVIEW. IF WE ARE REQUIRED TO SUBMIT TO ANYONE NOT LISETED HERE PLEASE LET US KNOW, AND IF YOU HAVE ANY QUESTIONS OR COMMENTS FEEL FREE TO CONTACT US. Bf.EriDA HOLT.CiTt SIJPAISSION 01.24-01 Ux. r "CIA v F OR Y O U R APPIKNA1 a RIVE OF DE SC RIPTR*N BRYAN HELMAN RECEIVED CITY OF TUKWILA JAN 24 PERMIT CENTER I T E M S a M E I K L O V E R A R C H I T EC T HC K I O V E R ARCHITECT 8900 State Line Rood Suite 2 3 0 Leawood, Kansas 66206 F?ione: 913 = 649 0 8181 Fax' 913 = 649 = 1275 Modem: 913 a 649 0 8205 THANKS FOR YOUR TIME BRYAN BREHIOA HOLT-CITY SUBMISSCt I-0i 21.01 dx • Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director January 19, 2001 Henry C. Klover 8900 State Line Rd Suite 230 Leawood, KS 66206 RE: Panda Express Space FC 44 Southcenter Mall Tukwila, WA 98188 Dear Mr. Klover: We have approved the plans for your food service establishment. Your establishment.has been assigned the following business identification number (SR# 1012922). Please use this SR# in all future contact with us. Before you open for business, you must complete the enclosed application for a permit and return with the fee for a 6315 permit. If you open before you obtain your permit, your permit fee will be double. Before you open you need to schedule a pre - operational inspection by the Health Department. Although your application for a food service establishment permit from Public Health Seattle and King County will be approved during this inspection, you may need to obtain additional permits or approvals from other agencies. It is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required permits or approvals may subject you to legal action by the appropriate agencies. If you open without health inspection, you may be closed. Once your plumbing permit has been finalized, contact me at (206) 205 -1903 to schedule the pre- operational inspection. Failed pre - operational inspections will require a S100.00 fee for a repeat inspection. Be sure all other business inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. Sincerely, ft t ike milbac Plans Examiner MM:dg Enclosure Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T (206) 296 -4708 or (206) 296 -4666 F (206) 296-0163 • ■vwvv.metrokc.gov /health Pnntei on RecyclN P,rper IA vow 02,1 n`( City of Seattle Paul Schell, Mayor JAN 2 4 2001 King County Ron Sims, E.ecutrve J RECEIVED CITY OF TUKWILA JAN 2 `' PERMIT CENTER Project Info Project Address panda Express Model No.' CFM Date 1/5/01 HP /BHP Southeenter Mall Location of Service KEF -1 For Building Dept. Use QiU200 Tukwila, WA 1.25 2.00 Applicant Name: Panda Express MAU -1 CAPTIVE -AIRE Applicant Address: 899 El Centro Street, South Pasadena, CA 91030 Applicant Phone: 626 -799 -9898 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SPI HP /BHP Flow Control Location of Service KEF -1 CAPTIVE -AIRE QiU200 4125 1.25 2.00 N/A KITCHEN HOODS MAU -1 CAPTIVE -AIRE NSAU -1 3300 0.50 3.00 N/A KITCHEN HOODS Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Blum Total CFM OSA CFM or Econo? SEER or EER 1PLV Location RTt1 -1 TRANS Ym120 120000 3500 ECONO 9.00 8.90 ROOF Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' RTU -1 THANE Yr0120 105000 3500 ECONO 135000 105000 81.000 1 W hi • • e • r- 'd nil n-r• o• om•li n Fo 'Mechanical Summa MECH -SUM 1997 . shington State Nonresidential Energy Code Compliance Forms Project Description I TENANT FINISH FOR KITCHEN. ADD KITCHEN HOOD EXHAUST, Briefly describe mechanical system MAKE -UP AIR AND ROOFTOP SYSTEMS. type and features. Compliance Option 0 Simple System -- 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following informs ton is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If equired. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). First Edition - June, 1998 RECEIVED CITY OF TUKWILA JAN 2 `i PERMIT CENTER 'Mechanical Permit • ns Checklist 1997 Washington State Nonresidential Energy Code Comps once Fortes MECH -CHK First Edition • June, 1998 Project Address panda Express Date 1/5/01 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements Washington State Nonresidential Energy Code. in the Building Department' Notes Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 241 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity. efficiency M3 1412 HVAC controls . a . 1412.1 Temperature zones Indicate locations on plans yes 1412.2 Deadband control Indicate 5 degree deadband minimum M3 no 1412.3 Humidity control Indicate humidistat yell 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M3 yea 1412.4.1 Dampers IndicatErdamper location and automatic controls M3 no 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yos 1412.6 Combustion htg. Indicate modulating or staged control M2 yea 1412.7 Balancing Indicate balancing features on plans Ml yes 1422 Thermostat interlock Indicate thermostat interlock on plans M3 yes 1423 Economizers Equipment schedule 142 1413 Air economizers yes 1413.1 Operation Indicate 100% capability on schedule M2 'yes 1413.2 Control Indicate controls able to evaluate outside air M3 .a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M3 yes 1414.2 Duct insulation Indicate R•value of insulation on duct 143 . a . 1415.1 Piping insulation Indicate R -value of insulation on piping .a. 1424 Separate air sys. Indicate separate systems on plans yea Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) r 1440 Service water htg. no 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools 1452 (reserved) . a. 1453 Pool heater controls Indicate switch and 65 degree control .a. 1454 Pool covers Indicate vapor retardant cover .a. 1454 Pools 90+ degrees Indicate R -12 pool cover 1994 Washinaton State Nonresidential Fnerav Code Comolia no is circled for any question, provide explanation: • Project Info Project Address PANDA EXP D ate 1/5/01 Less than 80% of the fixtures are new, and installed lighting wattage is not being increased SOUTHCENTER MALL For Building Department Use 6 TUKWILA, WA Applicant Name: MAGGIE PEIL, HENDERSON ENGINEERS Applicant Address: 11627 W. 79TH ST, LENEXA, KS 66214 Applicant Phone: 913- 492 -3377 Alteration Exceptions (check appropriate box) • No changes are being made to the lighting . Area in ft Less than 80% of the fixtures are new, and installed lighting wattage is not being increased II Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area KITCHEN FOOD PREPERATION AREA - EXD WT 6 340.0 588.0 t— SLRVING ARTA FOOD PREPERATION AREA - EXEMPT 22 116.0 924.0 Outdoor Areas Nom 0.2 W /ft " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Use manufactuer's listed maximum input wattage. For fixtures ith hard - wired Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RITCHT►N 2' X 4' TROFFER - T8 FLUORESCENT 6 98.0 588.0 SERVING AREA INCANDESCENT Mt16 TRACK LIGHT 22 42.0 924.0 Outdoor Areas Nom 0.2 W /ft Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1512 Location Description Allowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking NONE 0.2 W /ft2 — Open Parking NONE 0.2 W /ft Outdoor Areas Nom 0.2 W /ft Bldg. (by facade) NONE 0.25 W /ft Bldg. (by perim) NONE 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed NONE Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary • LTG -SUM 1997 Washington State Nonresidential Energy Code Camp— tce Forms 19 7 Washin an Sta e Nonresidential Ener ode om.Iian - F•rm ❑ New Building D Addition Alteration Project Description Compliance Option 0 Prescriptive Ui Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage Interior) Maximum Allowed Lighting Wattage (Exterior) Frst Edition - June, 1998 Pro Proposed Lighting Wattage (Interior) ballasts only, the default table in the NREC Technical Reference Manual may also P g g g ) be used. Proposed Lighting Wattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Use' LPA (Wfft use LPA (W/ft Painbng, weld carpentry, machine shops 2.3 - Police and fire stations ° 1.2 Barber shops, beauty shops 2 Atna (atriums) 1 Hetet banquet/conference/exhibition haft'•' ' 2 Asserrbty spaces', auditoriums, gymnasia', theaters 1 1 Laboratories 2 Process plants • Ircr. repair hangars ._ .5 . Restaurants/bar -- 1 Cafeterias, fast food establishments 1.5 Retail A 1 Factones, workshops, handling areas 1.5 Retail B' Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and /a shower facilities 0.8 nstitutions 1. Warehouses , storage areas # . Lfbraries 1.5 Aircraft sbrage hangars 0.4 Nursing homes 1.5 Parking garages bee G.saw+ 532 VT • - sa,: staes (p: et ra s e ng) 1. Mall concourses -- rai 1.4 Plans Submitted for Common Areas Only' s u tugs, school c stows, daycare centers 1.35 Cr irron area, corrrdas, lobbies (except mall concourse) 0.8 au • les 1. a et acilities an• was rooms s Office buildings, office/administrabhe areas in facilities of outer use types (including but not bmited to schools, hospitals, institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers ()Other Qualification Checklist Note: If occupancy type is "Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T - 5, T T - 8 or PL, and 3. Lamps are 5 Watts, and 4. Ballasts are electronic ballasts 19 7 Washin ton S a e Nonr s'den ial En r ode om.liance For • • Lighting Summary - ck) • LTG -SUM 19'37 Washington State Nonresidential Energy Code Cor,,,,iance Forms Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting First Edition • June. 1990 Footnotes for Table 15 1. In cases in which a use is not mentioned specifically, the Unit PowerAllotaance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feel 4. For all other spaces, such as seating and common arms, use the Unit Light PowerAlloitance fcr assembly. 5. Watts per square foot of room may be increased by two percent per foot ofceiling height above - nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used fix usable office floor area and 0.80 watts pa square foot shall be used for the common areas, NVhiCh may include elevator space, lobby area and rest roans. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowanot for the court area is 2.6 watts per square foot 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, fcr computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting Permit Plan • hecklist LTG -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms Furst Edition - June, 1998 Project Address PANDA EXPItESS Date 1/5/01 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations E -1.0 yea 1513.2 Area controls Maximum limit per switch E -1.0 . a. 1513.3 Daylight zone control Schedule with type and features, indicate locations . a. vertical glazing Indicate vertical glazing on plans .a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls E -1.0 1513.5 Exterior shut -off Schedule with type and features, indicate location . a. (a) timer w/backup Indicate location , a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location no 1513.6.1 (a) occup. sensors Schedule with type and locations i no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability), Indicate size of zone on plans yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E -1.0 yes 1 IElec motor efficiency 1MECH -MOT or Equipment Schedule with hp, rpm. efficiency M -2.0 1997 Washinaton State Nonresidential Enerav Code Compliance F If "no" is circled for any question, provide explanation: Auto shut -off is not used because areas must be continuously illuminated. NOTE: All areas of this project are food - preperation, and are therefore exempt from the power restrictions, as indicated in Section 1512.1 of the Washington Energy Code. • •• S. - 1 1• •s s. • s - Lighting Permit Plan hecklist 1997 Washington State Nonresidential Energy Code Compliance Forms • - 1 a- • ••- •11 • - 1 - • ii LTG -CHK Fnst Edition - June. 1998 Lighting - General Requirements 1513 Ughting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceding- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shal be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. Exceptions: The following lighting controls may be centraized in remote locations: 1. Lighting cortrols for spaces witch must be used as awhole. 2 Automatic controls. 3. Controls requiring trained operators 4. Controls for safety hazards and security. 1513.2 Area Controls: The maxrnurh lighting power that may be controled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circdt loaded to not more than eighty percent. A master control may be it ailed provided the individual switches retain their capability to function independently. C'rcut breakers may not be used as the sole means of switching. Exceptions: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of the bulking footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: Al daylighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with incvidual controls, or dayight- or occupant - sensing automatic controls, which control the fights Independent of general area ighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All cisplay, exhibition, or specialty lighting shall be oontrdled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not intended for24 -hour continuous use shall be automatically switched by timer, photocell or a combination of timer and photocel. Automatic time switches shall also have program back -up capabilities, Mich prevent the loss of progam and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office butdngs greater than 25,000 ft and all school classrooms shat be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2 - Emergency lighting systems 3. Switching for industrial or manufacturing process faciities as may be required for production. 1513.6.1 Occupancy Sensors: Occuparcy sensors shall be capable of automatically turning off all the lights in m area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabiities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic tine switches shall incorporate an over -ride switching device which: a is readiy accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5 percent of footprint for footprints over 100,000 ft2, whichever is greater. INCOMPLETE LTR# Panda Express Foodcourt Space FC -44 Southcenter Mall Tukwila, Washington Structural Calculations Structural Drawings Prepared for Market Contr Structural Calculations Structural Drawings May 7, 2001 Prepared By: Andersen Bjornstad Kane Jacobs, Inc 800 Fifth Avenue, Suite 3800 Seattle, Washin 98104-3103 i a.. antima rnaimummlIMIPINNI Fii_E COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknc•Medgod. B F Rik C/a i,cwe Date _ 7 - ` Permit No. DO 4I Page Pages SKS -1 to SKS -5 REVISIONS C!."'',77.7-3 S . L BE MAD TO w °.:1 WITHOUT PRiO• 1 7''.111..r " `4 :'1 A tr' .'W P:A "a r, .J t,.- (u��L f13:::iji � . ALAN fi .V N FELS. MAY 1 6 2001 D I -021 ANDERSEN BJORNSTAD KANE JA aS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKI @abkj.com SUBJECT: v ISM nit S;,015 BY: Cfi 100 01 2 1 2*\ A ©J B SHEET # I DIA 5 (2c pvlui � `o� l LurV do�rr 4c� rsi/ f w etA., Gys � s � o ,; 14 x- zv ANDERSEN BJORNSTAD KANE JA■ 3S • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKJ®abkj.com SUBJECT: BY: s - V-?: (,/ nvz ,( JOB # DATE V / /Q/ SHEET # ftt---L11/41 6P-1(e-ui 7 Gtrua.c o y Lo& „ )_( L tI* cvrN p RpYEU tt l� M AI 2 1 2001 IIt!a d A ©.1 B �t ---' 2> ;z/ I L -- Hq I -7_157E1' ANDERSEN BJORNSTAD KANE JA 35 • INC. Consulting Civil and Structural Engineers SEATTLE. WASHINGTON ABKMabkj.com 17' LI- LL /00 y( ; !Lai*" ' tevb.Nis II I ‘6,. e30 0 (147 x2 - 5 1415 A B art Cli A1Itk‘tiO MAI 2 200 rAV:o VOLOt%.-4G DIVI,T014 ANDERSEN BJORNSTAD KANE JA 35 • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKleabkj.com G ray ri Is I (0,3 / V), ti '-qt0.1 14 K kA r- z q 5 A B vaq 41. 99 0.4 elgROVED ID MAY 2 1 2001 ks hoiLo 7114 i‘ 4 - — I s" Litt 7 790 0 3 60 ------ at i 2.6_ k.;• OD ) — ANDERSEN BJORNSTAD KANE IA 3S • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKI®abkj.com G 3 1" 3 d , i I-6z - A) - 2>4' ;I t-7 /1LNZ' f 2 , tc I 5. — /iIt\ s /Li fp),) 2, ti 5 itt � 1,1 + ) ro 1 1A ---- .4 l a ? 44'd A �J B d'Vr- 0 . (1.1 2, 3t�D X 12)c. 17, 3 vkit Li 5 U LU CO Li. w CD w D o 8 92 a1- ww u. p 0 ANDERSEN BJORNSTAD KANE JA 3S • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKI ®abki.com "T = PROJECT: SUBJECT: (Al (z (9 t Ve7"- q (//14 14-4-- - i - • — r7 I mo " ' � 12r1-'"" )ZZ 004) BY: P 131- : 0,00 fil � & ��(5.r K � I A =- , '5 2- ?4- ,1 C IS . - * - 6 Lb -Tv) 3 - #- A 2 x- i � V - t ev 1 2 - . *u.37_ 1.s0,.. ° °f P --;-. ) `u .� U .( ac1 3 . Gl G, (a.i7v OrlsT chi r 'to) N /1001c \ m:- 1.�8 4vs I;,r �( j' 1/14 � j y- -f", Iry i q#7 2k. ( --- gi .-) Le' 1J >fb.ci 6 v _-: GliexOf ItAt114) 1`7,s k 0" v C.• c-\ '0 7 Y 7`J DATE SHEET # (J os Ll f 3 7 A ©J B a/ M M 2 1 mit hoo Rev: 510300 Uw KVI-V30114. Vet 5.1.3, 224in-1099. 1 /1032 (e) 1110199 ENERCALC =nnon [General Information Center Span Left Cantilever Right Cantilever [Uniform Loads On Cent pan.- #1 I Point Loads Magnitude Location i iluery Values Center Location Moment Shear Deflection summary 20.00 ft ft ft 0.873 k/ft 6.200 k 5.000 ft Maximum si 96.36 k-ft 0.000 ft 0.00 k-ft 17.44 k 0.00000 in Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity 9.700 k 7.500 ft n Len uantiiever... #1 Moments... Max + © Center 96.36 k-ft at 7.49 ft Max - Center 0.00 k-ft at 20.00 ft © Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Deflections... Left Cant Shears... Left $2 Right Maximum @ Center © Left Cant. © Right Cant Title : Dsgnr: Description : Scope : Date: 5,832.000 in4 3,122 ksi Pin-Pin Job # k/ft k ft 0.000 ft 0.00 k-ft 0.00 k 0.00000 In n Nigtfl an ever... #1 k ft Right Cant Reactions... 17.44 k © Left 11.92 k co Right 17.44 k -0.342 in at 9.46 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k ft k/ft 0.000 ft 0.00 k-ft 0.00 k 0.00000 in 17.44 k 11.92 k Page 1 • - - Rev. 510300 User. KW-060114. Vet 113. 3. 224un-1999. VAn32 • (C) 1961-99 ENERCALC escr ption Sketch &bFagram in Ilk 0 714i tv 'stays 11+,11,1111;r111/1,111strtsttrt 0673401 17 It Vous � WI* I/ 411 96 .004 Title : Dsgnr: Description : Scope : Single Span Beam Analysis Shear Load (k) 0091 300 2011 66 72 77 00 Mreas • 96 4k41 al 7 49ft 41 4S Drat • -0 342on M946,1 hom left S7 12 411 16 11 ft 91 54 , • . 1 Vmas Q d • 11 9t 26 91 112 ; I Li , . • . • • 0-11) 24091 200 21667 1112 77 isa 144 511 +20 411 50 3$ 1221 40 19 24 to otocion on) Date: Job # Page 2 400 600 600 1000 1200 1400 1600 1100 2000 400 600 00 Locaoon MOM MON (n) 1000 12 00 1400 11100 Localion Moog Member ON U -1 ORO. IAM 2 1 t s mat) Location Along Mentor (It) 1000 1200 1400 1600 1100 2000 1100 2000 ANDERSEN BJORNSTAD KANE JACOBS, INC. DATE: May 4, 2001 TO: Chuck Henderson Market Contractors, Ltd. FROM: Alan C. Johnson, P.E. Cie RE: Southcenter Mall - Tukwila, hington Panda Express, Food Court Space FC-44 Plumbing Penetrations A series of plumbing penetrations in the existing 9-1/2 inch structural concrete slab as shown on the attached drawing SK -1 is allowed. The plumbing penetrations consist of six 3" diameter holes, four 11" square by 6" deep recesses with 4" diameter hole and one 54" by 31 -1/2" opening for a Grease Trap. The following requirements shall be followed: 01077.00 MEMORANDUM 1. Do not sawcut beyond the ends of any opening. Over- cutting of the corners is not permitted. 2. See drawing SKS -2 for added beams required at the Grease Trap opening. See SKS - 3 and SKS-4 for details. See SKS -5 for Installation Notes and Specifications. If you have any questions, please call me at (206) 340 -2255 or (425) 941 -9083. c: Ron Hopkins, Southcenter Mall A ©J B 01 1 1 °14 \s\I XISPNC 2 "VENfl taox °PI ERIFY LOCATION) F IH 1 ' r _. 1 r 2 • _ 1' I .ii . . r rr 1 1. + _- ,. ._ - '1 = i t ; L_1' '• I / L r",cHd7 Viz/s I - SA S S AN it 5; i ,'� ' S oli - ' S 1 r •h ;N - - -- I j I L r + �7 1 .. � • W r • J 1 1 ' .i (ABOVE) hH C � �� ro 41 1 Dom ' 37 I 'mrt - w/ J 41.t" ' 61 o f ; j .... )R._.3 .." �� .. ` ; H cA: • • ? .;I 1 `'iCO; • t " YA . XI...: 43 6 J L 1 (VERIFY LCCA'IC'�) - � G 1 ! ~ S Q - ' \ f 4." I Q a A 9 .�0 f- ti V D ± 1, S Z s H I4 II S 4 -•2 H 1, 0 1PhtbS H csvotx4,1 scioriV r'd /6k 11 c rl a- g9" P 2-. /2' VENT (VER F'r LccanoN) • (. L 3; 1/2%; C :nil - INS' GAS MAN EY LANDLORD. ?IF`+' LOCATION) ANDERSEN BJORNSTAD KANE )A ,BS • INC. Consulting Civil and Structural En:incers SEATTLE, WASHtNGT0N ABKIitabkj.com PROJECT: SUBJECT: Q A E „j_ 01-1 icj -3 a SK.3-r-fordwAnSerJo O0cR JOB# r DATE 4 DI P P' kOiSt- `� f� /L. 5_5_ 4 L/ BY: A t� ) SHEETS c s pow it • 5/9/0( / 144 - 41110 a 2 -11s 2 -4 S OCT x L i 60-r - U 'D (5 Howe th E NO) S t' 04. 4- 143 xUDg'o- ANDERSEN BJORNSTAD KANE JA 35 • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABK►fitabkj.com PROJECT: EXPIRES 10/30/ D ?/ I plAK) rp telEINf- 3 -A - 1 6` C-0Q C qI,/( c o c 6L Emvd- r,/ 10)&101,4v Pe /LL. few) elgoLA 3 Nx U a) s DeC . �U I,L 1-6 A J0T H of d -4 T , 13 IE�9-w( ( v ()‘') SLR S� �vaov o"a M A`( ANDERSEN BJORNSTAD KANE IA 3S • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKPitabkj.com C-Dkii. 66A-01 t»2 d- 10 Plui (7it(A47" ( 3 4 1 " PE .6 P i'QC• Mr/ (4) g6i4-144 y) 60)001 K/ (,/ 4-tbe. /yr C oc tIM "rt Co&)c 6z544-1 hosi0 0 4FPOICS) MN 2 2"\ tiA A t J ANDERSEN B►ORNSTAD KANE It Consulting Civil and Struc tural Engineers SEATTLE, 1V>SHING ABKIQahkj.cnm 1. 2. 3. 4. Concrete: INSTALLATION NOTES SPECIFICATIONS Reinforcing Steel: Mechanical Coupler: Drill -In Adhesive Anchor: Concrete Bonding Agent: BS • INC. PROJECT: `� 9,76714 7.. 6I ---x 12 K_)J' SUBJECT: Nu r -J JOB # BY: Submit information as noted below. Use mechanical couplers if required to aid in placement of reinforcing steel. The use of soil as formwork is not permitted. Substitutions and changes shall be submitted and approved prior to use. f'c = 4000 psi (28 day strength), 517 pounds cement use pea gravel aggregate water /cement Ratio = 0.50 maximum The use of calcium chloride is prohibited Add admixtures as required to pump concrete Submit concrete mix design for approval ASTM A615, Grade 60, fy =60 ksi Standard "S- Series" Bar -Lock Iockshear bolt coupling sleeves, manufactured by Bar -Lock (MBT) Coupler Systems or approved equal. Coupler shall develop 125% of the specified yield strength of the spliced bar. Install in accordance with manufacturers recommendations. For #8 rebar use #8 -S coupler. Adhesive anchor epoxy shall be Hilti HY 150 by Hilti, Inc., Power -Fast by Powers Fastening Inc. or approved equal. Suitable for application. Submit cut sheet for review. f\-) (2.3 SKI 2 SK,C A ©i B DATE 51 VD SHEET # S J EXPIRES 10/30/0 kr3 Lf tA PN 2 1 240 ACTIVITY NUMBER D01 -021 DATE: 05 -16 -01 PROJECT NAMErbettriETZEREENF 1 apre% SITE ADDRESS: 896 SOUTHCENTER FV9 t SUITE NO: Original Plan Submittal DEPARTMENTS: Build ln Division lam. 6'6 -0 l Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued TUES/THURS ROUTING: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Structural Review Required X Response to Incomplete Letter # 1 C n Planning Division Permit Coordinator No further Review Required NIP DUE DATE: 05-16-01 Not Applicable ri n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) F1 REVIEWER'S INITIALS: DATE: VYUtt)uI[ DOC Y'r[ DUE DATE 06-14 -01 Not Approved (attach comments) n City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - lb `t. Plan Check /Permit Number: D01-021 ® Response to Incomplete Letter # 1 0 Response to Correction Letter # ® Revision # 1 after Permit is Issued Project Name: PANDA EXPRESS Project Address: 896 Southcenter Mall Contact Person: Market Contractors LTD Received at the City of Tukwila Permit Center by: Entered in Sierra on i , itv-fll j { ;;t�i',,��r„�?.r, 'het: �;�.;. " ".. .. •. .. ••;it z�* Phone Number: Summary of Revision: IL ALIA Ccri OF tit Sheet Number(s): C) "Cloud" or highlight all areas of revision including date of revision PERMIT CET 05/09/01 May 9, 2001 Market Contractors, LTD 10250 NE Marx Street Portland, OR 97220 RE: Letter of Incomplete Application #1 — Revision #1 Development Permit Application Number D01 -021 Panda Express 896 Southcenter Mall Dear Sir: This letter is to inform you that your Revision #1 to your application received at the City of Tukwila Permit Center on May 7, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: 1. Revision documents must be stamped by the engineer of record. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be mane in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, V �Viy-�Y t Brenda Holt Permit Coordinator encl File: Permit File No. D01 -021 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER D01 -021 DATE: 05 -16 -01 PROJECT NAME: 1/44- 1'j4,t4 OX `'S SITE ADDRESS: 896 SOUTHCENTER MI UITE NO: Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision It 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works ormuor Complete Comments: Please Route • C DETERMINATION • F COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: E Structural Revi REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Structural Incomplete Re DUE DATE 06 -14 -01 Approved ri Approved with C 1� iti ns Not Approved (attach comr - rents) ri �a � � DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Fire Prevention CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: I U()11If INJC Yv1 uired n El Planning Division Permit Coordinator DUE DATE: 05 -16 -01 Not Applicable ri ri No further Review Required DATE: 1 5 I 209 ( n DUE DATE Not Approved (attach comments) ri DATE: PERMIT NO. : D - Qa BUILDLNG PEB IITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 P, construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow-up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilatiowindoor AQC ❑ 00070 NLEA Inspection Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested! ❑ 00095 Footing Drains ❑ 00100 Foundation Footings 0 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete SlabiSlab Insulation ❑ 00350 Crawl Space Q 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation 0 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof ❑ � 01400 Final -Fire a 01700 Final - Building 01900 Final - Reroof 03100 Site Visit [04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special-Morn/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 0144 kpYesS CONDITIONS 0001 No changes to plans unless approved by Bldg Div 010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report C 0012 New ceiling grid 3r light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Re'dily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings 3c calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying tire retardant class of roof • 0019 All construction to be done in conformance w/approved plans "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 0020 Structural observation shall be provided for this project 0021 All food preparation establishments must have King Co 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L sc I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms 3c spaces Q 0005 All permits, insp records Sc approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TIC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water Sc sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroot" Plan Reviewer: Permit Tech: Date: 5 /163/0 j Date: DEPARTMENTS: Building ivision E Pub Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Structural Incomplete TUES /THURS R UTING: Please Route El Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved LI Approved with Conditions 121tifr n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -021 DATE: 05 -07 -01 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # j AFTER Permit Is Issued Fire Prevention n Planning Division 11 0,) 5-4ei Permit Coordinator n a DUE DATE: 05-08-01 Not Applicable n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 06 -01 -01 Not Approved (attach comments) F1 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Y9t4Ul1if OOC Yrr Approved with Conditions I I REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE Not Approved (attach comments) DATE: Date: 0 Response to Incomplete Letter # 0 Response to Correction Letter # O Revision # / after Permit is Issued j Entered in Sierra on Natt i,... ^: 57 ,p,s«{;t 'eSr g .,.v..:'s,fi,_ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: Project Address: l C f 6 v... N N t_ L- Contact Person: E ; C okltv L T O Summary of Revision: c,reel5e lrwp d iu O-ALL- 70 Plan Check/Permit Number: 7) 0 1 r Phone Number: 9 V 7)-`1,a ,6 i . t CcNtvete Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / 08/30/00 PLAN REVIEW /ROUTING SLIP DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER D01 -021 DATE: 05 -07 -01 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # )( Revision It I AFTER Permit Is Issued 41■11111 AM. n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Incomplete Al Comments: TUES/THUR ROUTING: • Please Route ri Structural Review Required C No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved VIM/tiff IM Structural DUE DATE: 05 -08 -01 Not Ap licable n bormAkiNeuiA toim*Af. be. eh car oC re44:0 Fire Prevention Approved with Conditions n Not Approved (attach comments) ri Approved with Conditions C REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE 06-01 -01 n n n DUE DATE Not Approved (attach comments) n DATE: V'1KRUHlt! X) r.a PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -021 DATE: 1 -25 -01 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: C XX Original Plan Submittal DEPARTMENTS: Building Division fAiuG Z-�1 P blic irks Complete Comments: Please Route Approved Response to Correction Letter it Revision it After Permit Is Issued • TUES /THURS ROUTING: CORRECTION DETERMINATION: Fike Prevention a Plann ivision I - 3I -0 1 I.3041 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) C n REVIEWER'S INITIALS: Response to Incomplete Letter if n Permit Coordinator DUE DATE: 1 -30 -2001 Not Applicable C No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 2 -27 -2001 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 021 DATE: 1 - - PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: C XX Original Plan Submittal Response to Incomplete Letter # _ DEPARTMENTS: Building Division Public Works Complete Comments: Response to Correction Letter # Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C Revision 11 After Permit Is Issued n Fl Planning Division Permit Coordinator DUE DATE: 1-30-2001 Not Applicable C TUES /THURS ROUTI G: Please Route Structural ' • iew Required Fi No further Review Required n , REVIEWER'S INITIALS: � . � DATE: I ' zo9( APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved Conditions REVIEWER'S INITIALS: DUE DATE Approved 1 Approved with Conditions Li Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: 411ROUIt L x DUE DATE 2-27 -2001 Not Approved (attacl )tomn nts) n DATE: PERMIT ND.: 1 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction ❑ 00003 Investigation 0 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Ivfodular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 0610 Chimney Installation/All Types 00700 Framing 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection 0 081 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 5g170 1400 Final -Fire Final - Building 1900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special - Structural Ntasonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME jak CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral ixr bracing 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & talcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance. w /approved plans ❑ "No work shall be done in addition to those modifications..." X0 . 0002 Plumbing permits shall be obtained through King Co 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co (. 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall 004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces ❑ 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 003 I Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewe Permit Tech: Date: ZI Date: 2 — (, 2-'0I ACTIVITY NUMBER: D01 - 021 DATE: 1 -25 -01 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: C XX Original Plan Submittal Response to Incomplete Letter 7- Response to Correction Letter # Revision i After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 -30 -2001 Complete E Comments: PLAN REVIEW /ROUTING SLIP n Structural Incomplete Ell TUES /THURS ROUTING: Please Route LII Structural Review Required APPROVALS OR CORRECTIONS: (ten days) TRROUI1 L' ( Fire Prevention n n REVIEWER'S INITIALS: DATE: Approved ri REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions I I Planning Division Permit Coordinator n C Not Applicable ! 1 No further Review Required Approved with Conditions L.�J Not Approved (attach comments) DATE: / - 3 I - 0 n DUE DATE 2-27 -2001 DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 - 021 DATE: 1 - - PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: C XX Original Plan Submittal Response to Incomplete Letter U _ Response to Correction Letter it Revision tr After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complet Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP LI L ri CORRECTION DETERMINATION: Approved utcwtt ax VP Structural Incomplete LI Structural Review Required REVIEWER'S INITIALS: — APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions n Approved with Conditions Fire Prevention ri Planning Division C n REVIEWER'S INITIALS: Permit Coordinator No further Review Required DATE: \ ' c' `1 • n DUE DATE: 1-30-2001 Not Applicable Ei DUE DATE 2-27 -2001 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: z z • Ce ~ w t, 0 CO W w N �O w C.) S w u. 0 .. z U= ~ O ! - z ACTIVITY NUMBER: D01 -021 DATE: 1 -25 -01 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 896 SOUTHCENTER MALL SUITE NO: C DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route (_f Structural Review Required REVIEWER'S APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP XX Original Plan Submittal Response to Correction Letter if [i] Fire Prevention Structural Incomplete Response to Incomplete Letter ii Revision C After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 1-30-2001 Not Applicable C No further Review Required DATE: / - 9 / . C n F.; DUE DATE 2 -27 -2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: PROJECT NAME: A.] Site Address: P L., c .cZt - \tAC, o".:, r - - - -- Revision No. Summary of Revision: Revision Date Staff No. ( Received Initials Summary of Revision: Revision No. Summary of Revision: Summary of Revision: Revision No. Summary of Revision: Date Received y(2.ualu•,•\ Date Received s Date Received REVISION LOG r-1( Staff Initials Staff j Initials Received By: Received By: Staff Initials Received By: PERM, NO :, Original Issue Date: Received By: Received By: Date Issued Date Issued (please print) (please print) (please prim) (please print) (please print)- Staff I Initials Date Staff Issued Initials Staff Initials Date ! Staff Issued Initials Revision No. Date Received Staff Initials Date Issued Staff Initials Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: DO 1 -02 1 ® Response to Incomplete Letter # 1 0 Response to Correction Letter # ® Revision # 1 after Permit is Issued Project Name: PANDA EXPRESS Project Address: 896 Southcenter Mall Contact Person: Market Contractors LTD Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206)431 -3670 Entered in Sierra on 1 5 - 11.4-61 acc ,� nA CVO OF PEF%tAt CE °ER 05/09/01 Kind of Fixture future Units No. of Fixtures tool fixture Units Public Private Public Private Bathtubs and/or shower 4 2 ..... Dental units 1 1 •.� Dishwasher 4 2 -- Drinking fountain (each head) 1 1 ..... Hose bibb (interior) 5 3 -, Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2. 44 Sink, clinic, flushing 10 10 ... Sink, kitchen 4 2 S i2 Sink, other 4 2 ( L} Sink wash, circle spray 4 4 -- Urinal, flush tank 3 3 �. Urinal, wall or stall 5 5 "` Water closet, tank 5 3 Water closet, flush valve 10 6 Non' "esidential Sewer Use Cell 'cation (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses me'.ropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to S10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owners Name 5}4EN G N ,1 4RLiE. (Last. First. Middle Initial) Property Legal Address: Subdivision Name Lot # Subdiv. # Block # Property Street Address City, State, Zip Owner's Phone Number ( ) Owner's Mailing Address (if different from above) A. Fixture Units Fixture Units x Number of Fixtures a Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 1. RCE Total Fixture Units For King County use: Account # Monthly Rate Six Month Due 1058 (Rev. 2100) White — King County 20 Property Tax ID # Building Name (if applicable) _evart.1 GEN?FZ WaLL Fe -q04 Party to be Billed (if different from owner) Party's Mailing Address: MY EL LEAtTEz) 61' „Sotia}1 a4 4 1.D 0 or Property Contact Phone # ( ) 749. gets g City or Sewer District Date of Connection Side Sewer Permit # o t ` d 2._ 1 Demolition of pre - existing building? Gi Yes No Demolition Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: FPOa PPFPAZ477 Estimated Wastewater Discharge: 38' Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A + B 1.0 _ 20 L 20 Ze JAN 2 RCE RECEIVED CITY OF TUKWILi1 RCE PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner / J Representative ,4,�E .S. NEVDl $ Date //24 /e/ Yellow — Local Sewer Agency Pink — Sewer Customer REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE Please Remove CC01 MARKECW066NU 08/31/2001 And Sign EFFECTIVE DATE 08/31/1994 identification MARKET CONTRACTORS (WA) LTD Card Before 10250 NE MARX ST Placimi In PORTLAND OR 97220 -1152 Billfold Iasucd by DEPARTMENT OF LABOR AND INDUSTRIES DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 MARKECW066NU 08/31/2001 EFFECTIVE DATE 08/31/1994 MARKET CONTRACTORS (WA) LTD 10250 NE MARX ST PORTLAND OR 97220 -1152 [mach And Di :pia. Certiti:at, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. z 6 -I 00 U) 0 w w W I -J U) w 0 2 u. -0 LLI I-0 Z W w • 0 • C. 12 O I- w I 0 U. 0 111 O • /- z or Regi stration Card: ors Information in Sierra z W re 6 J U 00 U,O W J H WD 2 uQ � J _ � I- Ili Z LLI zO U O - O I- W W r e u.. ..z W ✓ s O 1 ._. z aisas l ow Fera PROJECT DIRECTORY LANDLORD PANDA EXPRESS CMPE R TENANT COORDINATOR/ PANDA EXPRESS INCORPERATED LAM3LOF178F TATIVE 899 EL CENTRO STREET BRUCE W. HARRELL SOUTH PASADENA, CA 91030 THE RICHARD E. JACOBS GROUP, INC. 25425 CENTER RIDGE ROAD TEL: 626.799.9898 CLEVELAND, OHIO 44145 -4122- FAX: 626.403.8688 T: 440 - 808 -7550 C 440 -808 -6909 N. CAL, PLC B-ECiRC L HENDERSON ENGINEERS INCORPERATED 11627 WEST 79TH STREET LENEXA, KS 66214 TEL: 913.492.3377 FAX: 91 3.307.5403 JURISDICTIONAL AUTHORITES UIIJTES B18.DNO DEPARTMENT /POWER DEPARTMENT OF COMMUNITY DEVELOPMENT PUGET SOUND LIGHT & POWER 6200 SOUTHCENTER BLVD. 600 116TH NE TUKWILA, WA 98188 BELLEVUE, WO ATTN: BRENDA HULT T: 800 -962 -9498 OR 206- 455 -5120 T: 206- 431 -3670 WAS A 206- 431 -3665 CITY OF TUKWILA CITY HALL 6200 SOUTH CENTER BLVD. HEALTH DEPARRENT TUKWILA, WA 98188 SEATTLE AND KING COUNTY PUBLIC HEALTH 1404 CENTRAL AVE. T: 206- 433 -1849 KENT, WA 98302 ATTN: MIKE MILBACH OAS T: 206 - 205 -1903 DIRECT: 206 - 296 -4708 WASHINGTON NATURAL GAS COMPANY ATTN: EILENE HENESSEE 815 MERCER ST. T: 206 - 296 -4632 SEATTLE. WA 98111 -4520 IRE DEPARTMENT T: 206 - 464 -1999 KING COUNTY FIRE MARSHAL'S OFFICE 900 OAKESDALE AVE SOUTHWEST INSTALLATION: 800- 999 -4964 RENTON, WA 98055 -1219 TELEPHONE U.S. WEST COMMUNICATIONS ATTN: FIRE ENGINEERING V.. BOX WA 98191 -0001 T: 206- 346 -8500 PROJECT INFORMATION APPLICABLE SPECIFICATIONS ALL CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE SFIAI.L BE PROCURED AND PAID FOR BY THE CONTRACTOR RiVOLVED. APPLICABLE CODES INCLUDE. BUT NOT LIMITED TO THE FOLLOWING: WORK ARE CODES 1) BUILDING: .1997 UNIFORM BULLING CODE 2) MECHANICAL: 1997 UNIFORM MECHANICAL CODE 3) PLUMBING: 1997 WA STATE ENERGY CODE / UBC 4) ELECTRICAL: 1997 UBC 5) FIRE: 1997 UNIFORM FIRE CODE 6) ENERGY: WASINGTON STATE ENERGY CODE: 1997 EDITION 7) ACCESSIBILITY: STATEWIDE AMENDMENT TO UBC CHAPTER 11, WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES. PROPOSED CONSTRUCTION COST I MPROVEMENT EQUIPMENT TOTAL BUILDS INFORMATION USE GROUP CONSTRUCTION TYPE LEVELS PANDA EXPRESS RESTAURANT AREA: 522 EMPLOYEES: 3 EMPLOYEES /SHIFT SEATING: IN COMMON WITH FOOD TENANT SPACE NO FC -44 $ 75,000 $ 75.000 uav1 O s 17, i; W' 1'f' -- ,, J ,Cn C A < S J' °' - wt,, .'✓ CLASS -M MERCANTILE TYPE -IIN UNPROTECTED 1 DAY) $150,000 (2 SHIFTS PER COURT DRAWING INDEX SHEET TITLE REV #1 REV #2 REV 4i3 REM T 1.0 COVER SHEET T 2.0 SPECIFICATIONS T 2.1 SPECIFICATIONS A 1.0 FLOOR PLAN /FINISH SCHEDULE A 1.1 REFLECTED CEILING PLAN /UGHTING SCHEDULE A 2.0 STOREFRONT ELEVATIONS A 2.1 KITCHEN ELEVATIONS A 3.0 ARCHITECTURAL DETAILS A 3.1 ARCHITECURAL DETAILS K 1.0 KITCHEN EQUIPMENT PLAN G1.0 SIGN DRAWING K 1.0 UGHTING AND FIRE ALARM PLAN E 2.0 PWR AND DATA FLOOR PLAN AND PWR ROOF PLN E 3.0 LEGEND, NOTES, RISER DIAGRAM, AND PANEL SCHED E 4.0 ELECTRICAL SPECIFICATIONS :NS M 1.0 MECHANICAL FLOOR PLAN AND ROOF PLAN M 2.0 MECHANICAL DETAILS AND SCHEDULES M 3.0 MECHANICAL SPECIFICATIONS CAP 1 CAPTIVE AIRE DRAWING 1 CAP 2 CAPTIVE AIRE DRAWING 2 P 1.0 PLUMBING PLANS P 2.0 PLUMBING SCHEDULES P 3.0 PLUMBING RISERS GENERAL FINISH NOTES 1. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER. B. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PANTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 2. ALL INTERIOR GYPSUM BOARD TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM BOARD UNDER FRP OR STAINLESS STEEL SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYPSUM BOARD TO BE TRUE AND LEVEL 3. GYPSUM BOARD SHALL EXTEND AT MINIMUM OF 6° ABOVE LAY -IN CEIUNG SYSTEMS OR UP TO GYPSUM BOARD CEILING. GYPSUM BOARD ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 4. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADJACENT WALL FINISH. 5. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEIUNG ACCESS PANELS WITH THE ARCHITECT. 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PANTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR STAINLESS STEEL. B. PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURE AND OTHER EQUIPMENT. 9. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND UGHDNG IN ALL AREAS. 11. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERUNE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIP. AND COUNTER AREAS. 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOUR MATERIAL INSTALLED. 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT AUDITOR). 15. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLCABLE LOCAL CODES AND REGULATIONS. 18. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDITIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION IS CORRECTED. 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 18. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT ONES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT LN OBVIOUS LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. GENERAL NOTES 1. Ti SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE. ALL EXISTING STRUCTURES AND ALL OTHER EXISTING STRUCTURE ON THE PROJECT SITE BEFORE COMMENCING THE WORK. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL, HORIZONTAL AND OTHERWISE), AS WELL AS TO VERIFY THE CONDITIONS AND NATURE OF THE TENANT CONSTRUCTION, MATERIALS, AND AVAIIAHLE UTILITIES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRRING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDFDONS AND THESE DRAWINGS. FURTHER, B SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION OR INSTALLATON OF ANY MATERIALS, EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK. 2. COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THAT THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THIS PORTION OF THE WORK. 3. ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODE AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCU UNTIL AU_ GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS ARE OBTAINED. 4. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. 5. ALL WORK SHALL BE COORDINATED WITH THAT OF THE LANDLORD MD OTHER TENANTS IN THE CENTER SO THAT THE CONTRACTOR'S WORK SHALL NOT INTERFERE WITH OR DELAY THE CONSTRUCTION OF OTHER CONSTRUCTION IN THE SHOPPING CENTER. 8. CONTRACTORS ARE REQUIRED TO GIVE THE LANDLORD TWENTY FOUR (24) HOURS ADVANCED WRITTEN NOTICE OF SAID WORK. FURTHERMORE, CONTRACTORS, SUBCONTRACTORS, AND MATERIAL MEN AGREE TO COMPLY WITH ANY LANDLORD PROCEDURE HEREAFTER ADOPTED WHICH REQUIRE AND IS NOT UNITED TO THOSE PERFORMING TENANTS WORK AFTER REGULAR SHOPPING CENTER HOURS TO * SIGN IN AND "SIGN OUT WITH THE SHOPPING CENTER. 7. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH DOE NOT GENERATE NOISE, VIBRATION, ODOR OR DUST WHICH, IN LANDLORD'S SOLE DISCRETION, IMPAIRS WITH THE OPERATIONS OF THE SHOPPING CENTER OR THE CONDUCTING OF BUSINESS BY THE TENANTS THEREIN. 8. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING ASBESTOS WITHIN THE SHOPPING CENTER OR THE TENANTS LEASE PREMISES. 9. ALL WORK SHALL BE CONFINED TO THE PREMISES AND CONTRACTORS, SUBCONTRACTORS OR MATERIAL MEN ARE NOT PERMITTED TO PERFORM ANY OF SAID TENANT'S WORK (OR STORE ANY MATERIALS OR MACHINERY) OUTSIDE OF THE PREMISES, SUBJECT TO LANDLORD'S APPROVAL OTHERWISE. 10. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE C`13AdRACTOR SHALL ARRANGE (IF REQUIRED) FOR A TRASH DUMPSTER, SIZE AND LOCATION OF WHICH IS SUBJECT TO LANDLORD'S APPROVAL FOR THE REMOVAL OF REFUSE THE ABBREVIATION OF 'NEC.' INDICATE WORK AND OR MATERIAL IS NOT IN THE CONTRACT OF THE GENERAL CONTRACTOR, HOWEVER THIS DOE NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION. 11. 12. REPAIR ALL DAMAGE OR VOIDS CAUSED DURING CONSTRUCTION TO ANY AREA OF THE PROPERTY TO THE ORIGINAL CONDITION. PROTECT ADJACENT AREAS FROM DIRT AND DUST. 13. ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. 14. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION IF APPUCABLE 15. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDMDUALLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREE TO BE FULLY REPONSIBE FOR ANY AND ALL DAMAGE WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES I8. THE TERM 'OWNER OR TENANT' SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE TERM "GENERAL CONTRACTOR AND O.C. ' SHALL REFER TO THE PERSON AND /OR PERSONS WHO HAVE CONTRACTED OR SUBCONTRACTED FOR THE WORK. 17. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY METAL DECK IF APPLICABLE. 18. CONTRACTOR SHALL SUBMIT (4) COPIES OF SPRINKLER SHOP DRAWNGS FOR APPROVAL TO LANDLORD'S FIRE ENGINEER PRIOR TO CONSTRUCTION IF APPLICABLE. 19. GENERAL CONTRACTOR SHALL CHECK -IN WITH LANDLORD'S ON SITE TENANT COORDINATOR PRIOR TO COMMENCING CONSTRUCTION. 20, IN ADOTTION TO THE GENERAL NOTE IJSTED HEREIN, A.IA. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL APPLY. 21. TENANT'S GENERAL CONTRACTOR SHALL ARRANGE AN ON -SITE MEETING WITH LOCAL MALL MANAGEMENT PRIOR TO STARTING ANY PORTION OF THE WORK, SUBSEQUENT TO LANDLORD'S CONSTRUCTION RELEASE. PANDA EXPRESS LOCATION MAP ABBREVIATIONS AFF ALUM. BV C. CO CW ESa EC E1YH EXT. FOF FOB F8 OC FIVY ABOVE FINISHED FLOOR ALUMINUM BALL VALVE (FULL PORT) CONDUIT CONDUIT. ONLY COLD WATER EXISTING ELECTRICAL CONTRACTOR ELECTRICAL WATER HEATER EXTERIOR FACE OF FINISH FACE OF STUD FLOOR SINI< GENERAL CONTRACTOR HOT WATER SOUTHCENTER ►TER JMA LL SPACE # FC 44 TUKWILA, WA 12 INDIRECT DRAIN INT. INTERIOR KEC KITCHEN EQUIP. CONTRACTOR LL LANDI..ORD MC MECHANICAL CONTRACTOR (N) NEW NFC NOT FOR CONSTRUCTION NC NOT IN CONTRACT NIB NOT TO SCALE OA OUTSIDE AIR CC ON CENTER PC PLUMBING CONTRACTOR P AR RETURN AIR REGISTER RI ROUGH -IN STPIUCT. STRUCTURE, STRUCTURAL WCO WASTE CLEAN OUT MALL KEY PLAN SYMBOLS D9 DOOR TYPE W7 WINDOW TYPE FT1 FLOOR FINISH .Q WALL TYPE ELEVATIONS SECTION 0f -o COPY I understand that . Plan Cneck ePPrcrtrats are aisct to errors and omission, and;:;,pnxialof plans does not autilorize Coe violation ol any adopt. d coda or ordinance. Receipt of cmn- cior's copy Of approved puns aLA,:a,:4edoed. CHANICAL -C'f 1CA T. C° TUKWILA 1 :1.TD. , G T3" a :DiON VN I 101 REVISIONS DO CHANGES SHALL BE MADE TO SCOPE OF WORK WITHOUT PRIOR ITDVAL OF TUKWILA BUILDING DIVIS. •_::d. ? P > V,LL F.EID'JIAE A NEW PLAN SU,SMITLAL A:.E1 RAY L ..VCE Ai1LIT,..,AL PLAN REVIEW FEES. A L P -B �: 1 EN 0 Nat, 152hd S1 2 CEILING FINISH 0 WALL FINISH 34 KITCHEN EQUIPMENT ROOM NUMBER STRUCTURAL GRID B > PANDA EXPRESS SPACE # FC 44 P 6.51 PI I MIRINM nFTAII c PANDA EXPRESS INC. 899 El Centro Street South Pasadena,CalKarnia 91030 Telephone: 62 6.799.9098 Facsimile: 626.403.8688 all ideas, design., roar:: anted ly tl this Esprtlse I„a. this spec REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1-01-14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: APPRT9AD JAN 19 2001 SEATTLE -Ml® C R OET KWIC ERMIT OENLEF inject Nona / lheee 'deal plans may tre uxtl lry pr `a 'shout Pan Esp Inc. H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913 - 649 -6181 ASHINCTON Gory. PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA T1.0 TITLE 81-EET SPECIFICATIONS ARTICLE 1 SN7MIAL PROVISIONS CCU MESMAL COIOITIMIS The Standard Form of General Conditions, 1987 Edition of the American Institute of Architects, Document No. A -201, pages one through twenty -four, are hereby made o part of these specifications and shall apply the some as if repeated here in full. Copies of same shah be on file at the office of (H.C. KLOVER ARCHITECTS, 8900 STATELIND RD ,S230,LEAWOOD, KS All interested parties shall be governed by those General Conditions in all matters pertaining to this project, during the period of construction, and participation in the project will be considered presumptive evidence of the participants full understanding of, and agreement with, the conditions of the referenced General Conditions. The General Conditions, Special Provisions, General Requirements, and Technical Specifications, along with the other conditions which follow, and as provided, as well as all applicable provisions of the Specifications, form a part of the Contract and shall govern each Contractor engaged in work on the project whether the work be let under separate contracts or under a single contract. SCSI BAMC DENIM= 1.2.1 The Contract Documents The Contract Documents consist of the Agreement between Tenant and Contractor, Conditions of the Contract and all documents listed below. 1.2.2 The Contract Documents shall include: Drawings as listed in the Table of Contc. 's of this set. Specification Division 1 -16 inclusive. All modifications issued after execution of the Contract. Landlord provided Tenant construction hand book. Equipment installation hand book. w DaMTINIS Phrases used in the specifications are defined as follows: "as shown" - As shown on the accompanying drawings. "provide" - Provide and install complete, with all necessary accessories and incidental materials and supplies. "provided by Tenant" - Materials or goods will be delivered F.O.B. jabsite by the Tenant at no expense to the General Contractor. Unloading, storage, installation, and /or assembly of items "provided by Tenant" shall be by General Contractor unless otherwise noted. "install" - Install items, complete, providing all incidental and necessary supplies and materials. "General Contractor" - The General Contractor or any oar all of his various subcontractors. 'tenant" - All General Conditions references to "Owner shall refer to PANDA EXPRESS, INC. "Landlord" - Owner of the Shopping Center property, developer of the Shopping Center property or any of their agents authorized to act in their place. ARTICLE I INSURANCE 2.1 The General Contractor and all subcontractors are required to obtain the following Insurances, and at their request furnish evidence to the Owner or the Landlord. All insurance shall name PANDA EXPRESS, INC., and AC KLOVER ARCHITECTS as additional insured parties. 2.1.1 Workman's Compensation Insurance in accordance with the laws of the State in which the property is located and the Landlord's requirements. Owner shall keep a copy in file all time 2.1.2 Comprehensive General Liability Insurance including Contracture] Liability with limits set forth by the lease and the Landlords requirements. 2.1.3 Automobile Liability Insurance including Contracture! Liability as set forth by the lease and the Landlord's requirements. 2.1.4 Builder's Risk Insurance in the amount of the estimated cost of Tenant's improvements. DA lodommENDoo The Contractor agrees to indemnify and save harmless the Shopping Center Tenant, its agents, servants, and employees, and the Tenant's Architect and Engineer from and against any and all liability or damage to property occasioned by any act or omission of the Contractor, his subcontractors, servants, or employees, including any and all expense, legal or otherwise, which may be incurred by the Tenant, its agents servants, or employees in the defense of any claim, settlement or suit. ARTIOL! S MCTRA WORE 3.1 Any and all work which is performed by the Contractor, or by any Subcontractor, without having specific approval from the Tenant in writing, shall be performed by said Contractor at his own risk without any obligation or responsibility of the Tenant or the Architect. All work which is above and beyond the scope of the Drawings and Specifications, or any port of the Construction Documents, must be specifically authorized by the Tenant in writing. All requests for additional payments must be approved by the Tenant prior to the start of that work. The following General Requirements supplement and /or supersede the foregoing General and Supplementary Conditions far Contract Work and ore hereby considered a part of the Contract Documents. DMSION 1 GENERAL REQUIREMENTS S ECTION 01000 SUMMARY OF WORE. NOTE: All of the work under each heading of these specifications shall bs governed by the General Conditions, Special Provisions, the Drawings and the Specifications, as well as the following General Requirements: Seam The Work under each heading of these specifications shall include all labor, material, equipment and services necessary for and said heading as indicated on the drawings, set forth in the specifications, or otherwise required. Work done hereunder includes furnishing all labor, material services, and equipment necessary and /or incidental to perform all work through the proper completion of all Work as may be further specified and/or a shown on the plans, or otherwise required. In case of conflict between drawings and specifications the deemed to have estimated n r^ ed to Contractor will be dee ed mat d o and a _ 9 provide, the greatest quantity and better quality of materials and Work. Include general construction, electrical, plumbing, HVAC, and installation of all such Work except as hereinafter may be required. ITEMS FURNISHED BY THE TENANT AND INSTALLED BY THE GENERAL CONTRACTOR. It shall be the Contractor's sole responsibility to receive, check and confirm the arrival in good order, of all items called for to be furnished by the Tenant and installed by the Contractor. The Contractor shall notify the Tenant (IN WRITING) of any such items missing or damaged within 3 days of receiving presumptive that all said items have arrived undamaged, and in the proper quantities, and it shall then be the Contractor's responsibility (AT HIS OWN COST) to promptly reorder, replace and /or repair any such items needed for the proper completion of the project, on the agreed to date of completion. NLASIEEOENTS. The Contractor shall be responsible for an accurate taking of job site measurements, verifying same, and promptly famishing exact job site measurements to all ?ernes requiring same. Contractor 66206) must notify Tenant/Architect of any discrepancies immediately. The Contractor shall check sales casework shop drawings as to correct angles and fit to the existing space as shown. The Contractor shall permanently layout the casework on the floor prnr to the construction of wall, ceiling, light fixtures, etc. Written dimensions shall take precedence over scaled dimensions. Larger scale drawings shall take precedence over smaller scale drawing. MND7RRTIONr Bidders may offer substitutions for any item specification by sibmitting in writing as outlying in space provided on proposal form. IT SHALL BE UNDERSTOOD by all herein concerned that any proposal substitution shall have the written approval of Architect and /or Owner's Representative, before being used by Contractor, otherwise it will be assumed that the Contractors total bid is based upon the material or item of equipment specified. E TATSl1ATION IN SITE AND DOCUMENT. Before submitting a proposal, each bidder shall examine all documents, visit the site, verifying with LL any special charges or requirements, comparing each to the other and informing themselves of all conditions under which work is to be performed. All Proposals stall include the costs for LL services and chargebacks to Tenant and for using LL. required contractors. Such items shall include, but is not limited to, demising studs, neutral piers, roof patching, or sprinkler contractors, etc... Include all relevant matters which may affect the work or the bidding. Each bidder shall base his proposal on material, methods and /or equipment complying with the specifications and drawings. The words "The Contractor Shall" are intentionally omitted from the specifications. Where directions or instructions are stated, without specific reference as to who is responsible, the inference is intended to be the Contractor for the Work in the specification section in which the directions or instructions one intended. MOM AIM STAMAND. All Work, materials and installation shall be in strict accordance with all ordinances, state and local building codes, latest edition, of the authorities having jurisdiction. Design Loads: Loads and code restrictions for all design considerations shall confirm to the Local and State codes, and all governing codes. PNNET& The Contractor shall be responsible for the proper application for and securing of all necessary permits, as well as the observance of all applicable City, County, State and Federal Laws, Regulations, or Ordinances, Mall requirements and shall include in their proposal cost of same. Attention is hereby directed to the following requirement for emh prime and subcontractor. That the application of a material and /or equipment item to unsatisfactory work installed by others, constitutes acceptance of that Work and assumption of full responsibility for prior to starting the specific application, notify in writing the Architect and /or Owners Representative of any defect or deficiency which would impair complete and satisfactory applications or installation of his Work or guarantee. W MFACi1NMIS IN TMICIfOND. Where installations include manufactured products, comply with manufacturers applicable instructions and recommendations for installation, to the extent these are more explicit or more stringent than requirements indicated in the Contract Documents. Provide attachment and connection devises and methods for securing work properly as it is installed; true to line and level, and within recognized industry tolerances if not otherwise indicated. Allow for expansions and building movements. MUM. EFFECT. Provide uniform joint widths in exposed work, organized for best passible visual effect Refer questionable visual- effect choices to Architect /Owners representative for final decision. Recheck measurements and dimensions of the work, as an integral step of starting each installation. N ON/TENS 1MNNRS. Where mounting heights are not indicated, mount individual units of work at industry- recognized standard mounting heights for applications indicated. Refer questionable mounting height choices to Architect /Owner's representative for final decision. P IMINCTION AND CLEAN 1R. The Contractor shall be responsible for the proper protection of adjacent items and surfaces from damage resulting from the furnishing or installation of his Work and shall promptly replace, at his own cost, such damaged Work. He shall also be responsible for the proper protection of his and others Work from damage by any including freezing or overheating. Use plastic caering over furniture, display cases, equipment and finishes. The Contractor shall remove all debris from the premises on a ddly basis; all dust and construction debris are to be removed. Ary broken, damaged, marred, unclean, or otherwise imperfect work shall be corrected by the Contractor before his Work shall be considered complete. Use dust barriers. Upon completion of the Work interior and exterior of all glass and glazing, floors, walls and ceiling surfaces, electrical fixtures, mechanical equipment, etc.; it is necessary to remove all dirt, stains, and marks. The Folding Closure, sign, glass and wood shall be cleaned and polished. The store shall be made clean and fit for immediate occupancy by an independent cleaning agent, with the approval of Owner, at the Contractor's expense. General Contractor is to supervise and schedule proper installation of all parts of Work pertaining to a finished by him or by the Tenant. M/RARTIQ. The Contractor shall guarantee the Work to be free from defects of materials or workmanship, including discoloration, rattling art leaking, for a period of one year from the date of final Poi' Application by payment. A lication b the Contractor for final payment shall a be considere,. as presumptive evidence of his full understanding of and agreement with conditions of the guarantee provision, and he shall remove and replace with new, at his own expense, all such work or materials found by the Owners Representative to be defective within the guarantee period. AIP oYAL a • •. The Contractor agrees that he is fully resaonsible to theTenant for the acts and omissions of his subcontractors and of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any smbcontractor and the Owner. SECTION 01 1410 TEMPORARY PACEITES r'rovide and complete all preliminary work and temporary TIMPORATY RAMNCADIL Install temporary barricade as required by mall officials in manner stipulated by same. PONT AND POWM Provided by Electrical Contractor or -reuse existing from location of Landlord's service and pay all cost for same, for all CneMetaW M wuuAlsst o WATER SUPPLY. The Contractor shall make all necessary arrangements for permanent water service, water meter, and pressure regulator for all purposes of construction, paying all costs in connection with same, and for all water used. This shall include all means of conveying same to place where required. WEBreakienaire The Contractor shall make all necessary applications, pay all dues and charges, obtain necessary permits, provide and maintain electrical energy from developers permanent electrical facilities for lighting, power for all electric tools and equipment required in construction of all branches of the Work and pay for all current used. MUNSON'. The Contractor shall furnish and maintain on the job site, a temporary telephone at the beginning of project for the use of those connected with the Work and furnish free telephone services on all local calls. If stare telephone already exists, provide additional phone. Beepers do not qualify as telephone. FEE PROTECTION. Tenant's Contractorshall provide fire extinguishers within the premises as required by code and /or insurance companies, or verify that one is existing in the case of a remodeling. Disconnect and seal utilities serving structure to be demolished, prior to start of demolition work. STIOCTLY PINIMETED WOES AND PRAC11ces. Installation of any combustible materials above finished ceilings or in any other concealed, non- sprinklered space. Imposing any structural load, temporary or permanent, on any part of the Landlord's work or structure without approval. Cutting any hole in Landlord - installed floor slobs, walls or roof without proper approvals and not in accordance with instructions herein and proper construction procedures. Attaching any work to metal deck or hanging from plumbing and sprinkler piping or conduit FOIWTIOm CONTROLS. Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattered in air to lowest practical level. Comply with governing regulations pertaining to environmental projection. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding and pollution. Clean adjacent structures and improvements of dust, dirt and debris caused by demolition operations, as directed by Architect or governing authorities. Return adjacent areas to condition existing prior to start of work. MOM S CONCRETE Provide concrete as specified in drawings. O M= S IMAM pCi10N 01000 TINT MUNI IMTAL IWANIS MATERIALS: FURNISH galvanized structural steel 'C ' studs sizes, minimum 18 gage or as indicated on drawings and as required with all necessary accessories. U MTALLATIOI. INSTALL metal framing systems in accordance with manufacturer's printed or written instructions and recommendations, unless otherwise indicated. Install continuous tracks -sized to match studs, Secure tracks as recommended by stud manufacturer for type of construction involved. Set studs plumb, except as needed for diagonal bracing or required for non -plumb walls or warped surfaces and similar requirements. Install supplementary framing, blocking and bracing in metal framing system whenever walls or partitions are indicated to support fixtures, equipment, services, casework, heavy trim and furnishings, and similar work. Secure studs to top and bottom runner tracks by either welding or screw fastening at both inside and outside flanges. Install horizontal stiffeners in stud system as required, spaces (vertical distance) at not more than 4' -6" o.c. MVMION S CARPENTRY =MAL SWIM PROVIDE AND /0R INSTALL all rough carpentry, finish carpentry including millwork, finish hardware, rough hardware, fastening devices, and miscellaneous accessories as may be required herein and /or shown on the drawings. SECTION 00000 ROUE GARMENT FURNISH AND INSTALL all framing as may be required for interior partition, baffle, walls, soffits, ceilings, storefront as noted dc where shown using members as required. O NMNNON MINN AIM MANN. No.1 Pine N.1 Fir, sound, thoroughly sea soned, fr e from e )ssp. Constr uct as required for framing, blockin g , f urrin g , P LYWOOD PASS. FOR USE as indicated on drawings. (Wall mount self, electrical, telephone and security panel backup, etc.) FASTENS OIVICN6 FUR all anchors, bolts, screws, etc., es ma be re non - corro sive and non - staining if exposed to exterior. PI IMIETI IVEI. PRESSURE TREAT all wood to be permanently fastened into place with "Non -Com" chemical process as manufactured by Koppers Company, Inc., Forest Products Division, complying with Underwriters Laboratories, Inc., fire hazard classification of flame spread 15 or less, all such wood to be properly lebled prior to delivery. SECTION 01110E roEIN CA PENTRY FURNISH AND INSTALL all that is required for doors and frames, finish trim and paneling. Types of finish carpentry work include: (if required) INIIRNO rim N AIININDM Paint grade hardwood for interior moldings and trim in sizes as indicated on the drawing. (Note: Prefinish wood per Millwork Schedule provide by Owner installed by G.C.) olvisiON 7 NOMTIEIS PROTECTION UlVNNN S DOORS AND WM10WS SECTION OSMO PLUM WOOD DOOMS PROVIDE AND INSTALL standard solid core flush wood door. SOLID CORE DOORS FOR PLASTIC LAM. FINISH: FACE Birch GRADE: Paint Grade CONSTRUCTION: Solid Core PREFIT doors at factory with clearances of 1/8" at each vertical edge and at top, 1/2 at bottom, and 1/8" in 2" bevel at lock edge, 3/B" clearance above floor without threshold, 3/4" above floor with threshold. INSTALL doors to comply with manufacturers instructions. Fit doors to frames with uniform clearance and bevels. Machine doors for hardware, if required. Refinish or replace doors damaged during installation. SECTION 0111710 PERM RAIMWARE P ROVIDE finish hardware throughout the Work as needed for a complete installation as specified on the Drawings. NOTE: All hardware shall be installed to allow for vinyl wall covering and wood trim where such occur. PROVIDE all hardware with all necessary screws, and other fasteners of suitable size and type to anchor the hardware in position for long life under hard use. Furnish items complete with expansion shields, toggle bolts, and other anchors, in accordance with the material to which the hardware is to be applied and the recommendations of the hardware manufacturer. Fastener finish shall harmonize with the hardware material. COORDINATE with other trades to assure proper and adequate provision in the Work of those trades for interface with the Work of this Section. INSTALL hardware items in accordance with the schedule included Institute, except as specifically required to comply with local on the drawings and as recommended by the Door and Hardware codes. Install hardware in compliance with the manufacturers instructions and recommendations. Set units level, plumb end true. ADJUST and check operation of every unit Replace units which cannot be adjusted to operate freely and smoothly. DEMON S RNNMWS _CIEN OHM SWIM ORYWAI. PROVIDE all Work in accordance with manufacturers directions as required herein, and as shown on the drawings for complete erection and finishings for drywall partitions, soffits, etc., including metal studs and all accessories as may be required. EfA1MEA.a PRODUCTS herein specified are identified by reference to United States Gypsum Company. However, similar products of the National Gypsum, Penn Metal or Inland Steel Companies will be acceptable. Tapered edge 48" wide in lee the as required. Firecode 5/8" one hour fire rating and 1/2 where indicated, or as required. & WATTR MMSTART MOWN WALL ROME 1/2" water resistant board for tile work within 48" wet areas. A AYTAL STUDS. Channel - type roll form 25 gauge min. (Unless otherwise indicated) electrogalvanized steel in width as shown. Include metal runners. 4. CANNON MAIN= AND HANI IS WEW 1 1/2" deep, 475 s pr 1,00 eet Minimum 8 gauge hanging wire 0 at f 48" o.c. each way. S. MIS CIIMEMLS. 7/8" hat shaped. S. JOINT 11112.1111117. Perf -A -Tape and cement. 7. COMM SEAN Standard or multiplex types. S . CASING MAN No. 200 and 300 only in sizes as appropriate for edges and recesses of board where exposed. .. M9FA4UAD AND EDGE TEM Perf-A -Trim. 10. FT.STENINN Type "S" bugle head self drilling, self tapping in lengths as required. Use with power screw driver. 1111117ALLM1111 COMPLY with "Gypsum Construction Handbood" by United States Gypsum Co, and "Recommended Specifications for the Application and finishing of Gypsum Board" by the Gypsom Association for all installation work. SECTION 0117100 ME STANDARDS: MORTAR and grout materials and installation standards of the American National Standards Institute (ANSI) and Standard Specification for Ceramic Tile ANSI A137.1 apply to the work, except as otherwise indicated. REFERENCE Tile Schedule WW1 SNIPES. SAME material, size, color and texture as field tile. paw AMPS. PROVIDE at exposed edge of tile meeting carpet, wood or resilient flooring, unless otherwise indicated. MAIM AND ISIMIN1MNI CLEAN file in accordance with applicable ANSI Standard for type of tile and method of installation used and manufacturers instructions. Apply heavy kroff paper or other heavy protective covering to prevent surface damage. _Gila. ossu ACCerne L CIMINO PROVIDE all labor, materials, equipment, etc., required to supply and install all Armstrong lay -in tile and Chicago metallic suspension to P system, including wire hangers, main tee runners, 9 9 cross tees, angle e required. molding and hold -dawn clips, whet 9 9 P. 9 HAMMIL& ACOfr'IS3'ICAL Sr SEE CEILING TILE SCHEDULE, SHEET A -3 Match existing in color and texture. Patch and repair at demising wall as required. - 01. Main tee runners shall be installed at 48" o.c. having cross tees at 24" o.c. including #425 accessible hold -down clips and perimeter wall molding at all vertical abutting surfaces. INSTALLATION. COMPLY WITH MANUFACTURERS instructions and recommendations and protection. S ECTION CSSSO RSYIMIT P.001ISIS W ITINALS. Vinyl Composition Tile - See FINISH SCHEDULE Vinyl Cove Base - See FINISH SCHEDULE INSTALISION• COMPLY with manufacturer's instructions and recommendations for preparation of substrate, installation requirements, and cleaning. MP= O•00 PAMTmE WORK INCLUDES surfaces preparation and painting or finishing of all interior surfaces exposed to view, throughout the Project Where items or surfaces ore not specifically mentioned, paint the same as similar adjacent materials or areas. The Work of this Section includes, but is not necessarily limited to painting or finishing of the following items. All interior drywall surfaces not finished otherwise. (painted). RATMEALS. PROVIDE products equal to materials listed in the Finish Schedule. Note that proprietary names used to designate colors (on the Drawings) or materials (scheduled herein) are not intended to imply that products of named manufacturer are required to exclusion of equivalent products of other manufacturers. Prior approval of Owners Representative required. INMACE PIIARATIOR. CLEAN surfaces of dirt, rust scale, grease, moisture, or other conditions otherwise detrimental to formation of a durable paint film. Perform preparation and cleaning procedures in accordance with paint manufacturer's printed instructions for each particular substrate condition. Meth CLEAN surfaces of dt, il thr fog saces with mineral spirits, and sa and a e dust rei off n prior ubst to n finishing. REMOVE hardware, accessories, plates, lighting fixtures, and similar items in place and not to be finish- painted, or provide surfaced- applies protection prior to surface preparation and painting operations. Remove, if necessary, for completion of painting of each space or area, reinstall removed items. COMPLY with manufacturers printed directions in applying paint materials. Use applicators and techniques best suited for substrate and type of material being applied. S CHEDIESIND APPLY first -coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. Allow sufficient time between successive coating to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat APPLY PAINT to completely cover previously painted surfaces, to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, lap marks, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. APPLY ADDITIONAL PAINT coats when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to insure that surfaces, including edges, comers, crevices, and exposed fasteners receive a dry film thickness equivalent to that if flat surfaces. Remove, refinish or repaint Work not in compliance with specified requirements. CLIEWHIPt DURING the progress of the Work, remove from site discarded paint materials, rubbish, cons and rags at end of each work day. Upon completion of painting Work, clean window glass and other paint - splattered surfaces. Remove spattered paint of otherwise or defaced painted surfaces after completion of Work of other trades. If Owner deems clean -up is not satisfactory, an independent cleaning service will be brought in, at the Contractors expense to complete the clean -up. PANT SCHIONI 2 SEE PAINT SCHEDULE, SHEET A -2 • Final finish is subject to approval by Owner, if finish is deemed unsatisfactory, another application will be required at the contractors expense. N CT1011 STEINS PEE[ INTENT SM IR PROVIDE one (1) Class ABC, 10 lb. dry chemical or as required by the State Fire Marshall and furnished by G.C. at the start of construction. D EMON 11 ESILOIMlT All store fixtures Not in Contract. D EMON EI PIENEMEMS All store furnishings not in contract. pin PMVMRION NOTES All work shall comply with the version of the Uniform Fire Code (UFC) as amended and adopted by the local agencies having authority. The Contractor shall provide min. one 2A10BC fire extinguisher within 75 ft. travel distance for each 6,000 s.f. or portion thereof on each floor. (U.F.C. Article 10, division III, U.F.C. Standards 10 -1 and C.A.C. T -19. Sec. 3.29). Provide one portable fire extinguisher which has a classification of not less than 40 -b for kitchen (U.F.C. SEC. 10.303) Location to be approved by the Arch prior to installation. P ions of e wha b proed appropriate rating, rat incld uding alls s doors e , ducts , etc. by assemblies of All required fire damper assemblies including sleeves and installation procedures shall be approved by the Building Department Inspector prior to installation. All air - handling cut -off and smoke - detected fire damping equipment required by the local agencies having authority and the Landlord shall be provided and installed by the Mechanical Contractor. All work done on existing rated walls shall be repaired to maintain the existing rating. The Contractor shall r p owde new fire proofing as required by code throughout the space. Where required, flame spread ratings of material used in the construction will be supplied to the Fire Department by the Contractor ordering the materials. Illuminated exit signs with battery packs and audible signals shall be provided as shown on the drawings and as required by code. All exit signs to be wired to a dedicated circuit. Coordinate smoke evacuation system requirements with the Landlord. Provide systems in accordance with applicable codes. Coordinate fire alarm system requirements with the Landlord. Coordinate fire sprinkler system requirements with the Landlord. Installation shall comply with the "NFPA 13". Fire sprinkler protection shall be provided above and inside walk -in coolers and freezers. All sprinkler work to be done after hours. Interior finish shall comply with codes as follows: U.B.C. Chapter 42 Class 1 (0 -25) Provide an approved automatic fire extinguishing system in the cooking exhaust hood (U.F.C. Sec. 10.313(d)). All decorative materials shall be maintained in a flame - retardant condition (C.A.C. T -19, Sec. 1.14, 3.08, 3,21 and U.F.C. Sec. 11.204, Sec. 25.104). Ducts serving a cooking exhaust hood shall be enclosed in a fire rated enclosure (see mechanical drawings for requirement). The enclosure shall be separated from the duct by at least 3 inches and by not more than 12 inches. Plans for all fixed fire protection equipment shall be submitted to the Fire Marshal approval prior to installation. Building occupant ce permits requi by line Fire Dea from the Fire Prevention shall se Bu prior to occupy ing this buildi . Building numbers shall be easily visible and legible form the street or road fronting the property (U.F.C. Sec. 10.208). The construction, remodel, or demolition of a building shall comply with U.F.C. Article 87. Provide occupant load sign complying with the following code sections: U.F.C. Sec. 25.114 C.A.C. T -19, Sec. 3.30 U.B.C. 3302(c) Tumor= M0IMENDRE The Contractor shall arrange for all inspections and furnish Owners representative with the certificate of occupancy. G.C. is also to provide a type written list of names, addresses and phone numbers of all sub - contractors and material suppliers. The Contractor shall be responsible for having the entire store clean and spotless at the time of furniture installation and at turn over. Prior to the store opening, Contractor is to arrange for an Independent Balancing Contractor to balance the HVAC system and provide a copy of the balancing report to the Landlord and Owner's representative. If required by Landlord the Contractor shall secure any necessary approvals for the store sprinkler system far the Landlord's insurance carrier. Contractor to turn overall keys to the Owner's representative and marking each key far identification. The Contractor shall set oil time cloaks, thermostats, etc. per Owners representative's requirements. The Contractor shall explain the operation of all mechanical systems to the Owners representative and providing copies of operation, maintenance and warranty manuals. FIRE DEPARTMENT NOTESN EXITS 1. No latch or locking device except panic hardware permitted 2. Exit doors must swing in the direction of exit travel when serving any hazardous areas, or any other occupancy serving an occupant load of 50 or more. FIRE PROTFCTION FOUIPMFNr 1. The installation of Automatic Fire Sprinkler System shall comply with the U.B.C. Standards No. 9 -1. 2. All commercial -type cooking equipment shall be protected by an approved Automatic Fire Extinguishing System • 3. Provide one portable fire extinguisher which has a classification of not less than 40 -B or 'K' type for the kitchen. MISCELLANEOUS 1. All decorative materials shall be maintained in a flame retardant condition. 2. B s all secure p mit re ba the r fi frouiling m the o fire Dep h Bureau prior er to os ccup ired this buildinre g. dept. 3. Building numbers shall be easily visible and legible from the st. Do/-D 2-t ISSUE DATE: 01 -05 -01 PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califarnia 91030 Telephone: 626.7 99.4822 Facsimile: (526.403.8688 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE N0. 230 LEAWOOD, KANSAS 66206 TEL. 913 - 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA T2.0 c AL NOTES OF TU CITY R OF TU SECTION 09300 TILE This Section includes the following: 1. Unglazed quarry floor tile - reference tile schedule, sheet A -1 for specified tile and grout,sizes, color, texture, and manf. 2. Glazed wall tile tile schedule, sheet A -1 for specified tile and grout, sizes, calor,t xture, and manf. 3. YJater proof !membrane - (second floor applications only) Installer Qualifications: Engage an experienced Installer who has successfully completed tile installations similar in material, design, and extent to that indicated for Project. ANSI Stanaard for Ceramic Tile: Comply with ANSI A137.1 American Notional Standard Specifications for Ceramic Tile" for types, and grades of tile indicated. Furnish tile complying with "Standard Grade" requirements unless otherwise indicated. ANSI Standard for Tile Installation / Materials: Comply with ANSI standard referenced with products and materials indicated for setting and grouting. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products or materials complying with the following requirements: Provide tile trim and accessories that match color and finish of flat tile. TILE PRODUCTS Unglazed Quarry Tile: Provide square edged flat tile complying with the requirements specified in the tile schedule Sheet A -1 Wearing Surface: Abrasive aggregate embedded in surface where indicated; non abrasive els !here. Glazed Wall Tile: Provide flat tile complying with the following requirements and the tile schedule, sheet A -1 Trim Units: Provide tile trim units to match characteristics of adjoining flat tile. SETTING MATERIALS Latex - Portland Cement Mortar: ANSI A118.4, composition as follows: Prepackaged dry mortar mix composed of portland cement, graded aggregate, and the following dry polymer additive in the form of a re- emulsifiable powder to which only water is added at job site with Dry Polymer Additive: Manufacturer's standard. GROUTING MATERIALS Latex - Portland Cement Grout: ANSI A118.6, color as indicated in tile schedule, sheet A1.0. 1, composition as follows: Prepackaged dry grout mix composed of portland cement, graded aggregate, and the following dry polymer additive in the form of a re- emulsifiable powder to which only water is added at job site. Latex Type: Manufacturer's standard. Application: Use dry-set grout combined with latex additive for grouting joints in glazed wall tile. EXAMINATION Examine substrates and areas where tile will be installed, with Installer present. for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. Verify that substrates for setting tile are firm, dry, clean, and free from oil or waxy films and curing compounds. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed before installing tile. Do not proceed with installation until unsatisfactory conditions have been corrected. ANSI Tile Installation Standard: Comply with parts of ANSI 108 series of tile installation standards included under American Notional Standard Specifications for the Installation of Ceramic Tile" that apply to type of setting and grouting materials and methods indicated. TCA Installation Guidelines: TCA "Handbook for Ceramic Tile Installation "; comply with TCA installation methods indicated. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without interruptions except as otherwise shown. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind out edges of tile abutting trim, finish, or built -in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so that plates, collars, or covers overlap tile. Jointing Pattern: Unless otherwise shown, lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Loy out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths unless otherwise shown. Grout tile to comply with the requirements of the following installation standards: For ceramic tile grouts (sand - portland cement, dry-set, commercial portland cement, and latex - portland cement grouts), comply with ANSI A108.10. FLOOR INSTALLATION METHODS Latex - Portland Cement Mortar ANSI A108.5. Quarry Tile: Install tile to comply with requirements indicated below for setting -bed method, TCA installation method related to type of subfloor construction, and grout type: Latex- Po,iland Cement Mortar: ANSI A108.5., Concrete Subfloor, Interior: TCA 1113. WALL TILE INSTALLATION METHODS Install types of tile designated for wall application to comply with requirements for setting -bed methods, TCA installation methods related to subsurface wall conditions, and grout types WATERPROOFING INSTALLATION Install waterproofing to comply with waterproofing manufacturers written instructions to produce o waterproof membrane of uniform thickness bonded securely to substrate. I General: Provide products that comply with ANSI A118.10 and the in this article. Polyethylene -Sheet Waterproofing: Manufacturers standard proprietary product consisting of composite sheets, 60 inches mm) wide by a nominal p rg 1 (52 thickness of .030 inches (.76mm), composed of an inner layer of nonplasticized, chlorinated polyethylene sheet face on both sides with laminated, high - strength, nonwoven polyester material, designed for embedding in latex- pariiand cement mortar and as the substrate for latex - portland cement mortar setting bed. Pohelhylene -Sheet Waterproofing: Nobleseal TS; Noble Company (The). Waterproofing shall be installed below all areas of new tile flooring within tenant space and lap onto all demising walls and back of tray slide (where applicable) 6" a.ff. CLEANING AND PROTECTION Cleaning: Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken, unbonded, and otherwise defective tile work. LATICRETE INTERNATIONAL GUIDE SPECIFICATION SECTION 09300 CERAMIC TILE, TILE INSTALLATION SYSTEMS & ACCESSORIES 2. WATERPROOFING, ANTI - FRACTURE, CRACK SUPPRESSION MEMBRANES FOR TILE INSTALLATIONS A Waterproofing, ant- fracture and crack suppression membrane shall be thin, cold applied, and load bearing. Manufacturers standard factory prepackaged system consisting of proprietary latex and non -woven polyester reinforcing fabric. Materials shall be non- toxic, non - flammable and non - hazardous (V.O.C. compliant) during manufacture, storage, application and after cured. Waterproofin craupssn n nti - fracu standards compliance ck s and pre ph requd airementtsre membranes shall meet the following : Standards Compliance Water Permeability (at 30 ft.hydro/0.9 acmes /91.2 kPe) Hydrostatic Pressure (FHA 4900.1; 615 -5;C) Hydrostatic Resistance (ASTM D751 - Modified) Elongation at Break (ASTM 0 -751) Service Temperatures (LIL1016 -92) Tensile Breaking Strength Thickness Bond Strength to Concrete Crack Suppression (ZBD 02 -1988) TCA Service Rating (ASTM C627, Robinson Floor Test) Resistance to Chemicals (90 Day Immersion): Brine, Sugar, Milk, Urine, 10% Acid, 10% Alkali Toluol Rubber Solvents, Womb Solvents or Ketones Calcium Chloride IAPMO - Suitability for Use as Shower Pan Liner ANSI A118.10 Nil Pass (40 Hours) 120 lbs /in' (827.4 kPa) 20 to 30% -20' F to +280' F ( -28' C to +137 C) 2400 psi (16.55 MPa) 20 mils (0.5 mm) 250 psi (1.72 MPa) Pass (>0.4 mm) "Extra Heavy Not Affected Softens Not Recommended Excellent Approved /File #: 3524 1. Products: Subject to compliance with requirements, provide the following: a. LATICRETE 9235 Waterproof, Anti- Fracture, and Crack Suppression Membrane b. or equal as determined by project architect 3. EXECUTION - ACCESSORIES A. Waterproofing, anti - fracture, crack suppression membranes for ceramic tile installations. 1. Pm -cut einforcin fabric alloein 2 i s nche (50 m) fo ov at ends nd ids. Extend farbric 6 incg hes (150 ramp throu door opemnin . R up fabdc for lat e placement. 2. Reinforce joints (pl pod, cement backer boards) with application of waterproofing liquid and Tnibed finch wide strip of reinforcing fabric and sealing coat of liquid over fabric. 3. Flashing of coves, drains and pipe penetrations - spread waterproofing liquid into coves, tubed 8 inch wide fabric into liquid, seal with coot of liquid over. Coves must be flashed 4 inches up walls. Flash fabric and liquid into drains and around all pipe penetrations. 4. Apply liberal coat of liquid to floor or wall with paint brush or paint roller. Include joints and coves which have been previously reinforced. While liquid is wet, fully imbed fabric and immediately seal the fabric with a top coat of liquid. Lop fabric 2 inches. 5. When membrane has dried to the touch apply a final coat of liquid to entire surface. 6. Flood test critical installations often membrane hoe fully cured for seven days at 7CF (21'C). Flood test installation for 24 -48 hours to insure no water penetration before setting of tile. 7. No traffic shall be allowed on exposed membrane prior to tile, stone. installation. 8. Install in strict accord with manufacturers published installation instructions. LATICRETE Technical Services D (800) 243 -4780 SECTION 09510 ACOUSTICAL CEILINGS PROVIDE all labor, materials, equipment, etc., required to supply and install all Armstrong lay -in tile and Chicago metallic suspension system, including wire hangers, main tee runners, cross tees, angle molding and hold -down clips, where required. MATERIALS: ACOUSTICAL CEIUNG: SEE CEIUNG TILE SCHEDULE, SHEET A -1 SUSPENSION SYSIFM: 01. Main tee runners shall be installed at 48" o.c. housing cross tees at 24" o.c. including #425 accessible hold -down clips and perimeter wall molding at all vertical abutting surfaces. INSTALLATION: COMPLY WITH MANUFACTURERS instructions and recommendations and protection. (STORAGE AREA ONLY) ..: tai:.. Vinyl Compositor Tile - See FINISH SCHEDULE Vinyl Cove Base - See FINISH SCHEDULE )NSTALLATION: COMPLY with manufacturers instructions and recommendations for preparation of substrate, installation requirements, and cleaning. SECTION 09800 SPECIAL COATINGS This Section includes applying special coating systems to items and surfaces scheduled, including surface preparation, prime coats, and topcoats. Special coatings for interior use include the following: Two - component. high - performance, polyamide -epoxy coating on quarry tile floor and base. General: Submit the following complete Product data for each coating system specified, including fillers and primers. Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (V005). Apply coatings only when the temperature of surfaces to be coated and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg C). Manufacturers: Subject to compliance with requirements, provide products of one of the following: -Devoe and Reynolds Company -PPG Industries, Pittsburgh Paints -The Glidden Company - Rust -Oleum Corporation - Benjamin Moore and Company - Sherwin - Williams Company -Porter International - Tnemec Company, Inc. Bond Coat Materials: Provide the manufacturer's recommended factory- formulated bond coot materials that are compatible with the finish materials indicated. Intermediate Coat Materials: Provide the manufacturer's recommended, factory- formulated, intermediate coat materials that are compatible with the substrate, primers or base coat materials, and the finish materials indicated. Interior Finish -Coat Materials: Provide the manufacturer's recommended factory- formulated, interior, finish -cant materials. Examine substrates and conditions under which coatings will be applied for compliance with requirements on applying coatings. Surfaces to receive coatings must be thoroughly dry before coatings are applied. Do not proceed with tooting application until unsatisfactory conditions have been corrected. Do not proceed with any applications until tile, mortar and grout are cured and free of moisture. Start of application will be construed as the Applicator's acceptance of surfaces within that particular area. APPLICATION General: Apply special coatings by brush, roller, spray, squeegee, or other applicators according to the manufacturer's directions. Use brushes best suited for the material being applied. Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. Allow sufficient drying time between successive coats. Do not recoat until the coating has dried so it feels firm and does not deform or feel sticky under moderate thumb pressure and where applying another coat does not cause the undercoat to lift or lose adhesion. INTERIOR SPECIAL COATING SCHEDULE Provide the manufacturers recommended coating systems for substrates indicated SECTION 09800 PENETRATING SEALER (CONTINUED) (FLOOR TILE GROUT) PROVIDE stain resistant, invisible, below surface nonflammable sealer. MATERIALS: PRODUCTS herein specified are identified by reference to Aqua Mix Incorporated, Penetrating Sealer. EXPECTED WEAR COVERAGE: a 3 to 5 years on exterior applications. a At least 5 years on interior applications. a Adversely affected by abrasion and repeated exposure to acids. « Wipe all excess sealer from surface after 2 to 3 minutes. * Gallon (3.78 L) will seal from 300 to 1,000 sq. ft. (28 to 93 sq. m.) per coot. a Varies depending on porosity and texture of surface, temperature, humidity, and method of application. e One thin coat sufficient to seal most dense surfaces. a Additional thin coats may be necessary for more porous surfaces. METHOD OF APPUCATION: « Surface must be sound, thoroughly clean, and free of any foreign matter including previously applied sealers or grout. « Apply using dense sponge -mop, sprayer or brush. a Thin even coats recommended for best results. « Wipe all excess sealer from surface after 2 to 3 minutes. INSTALLATION: * ALWAYS TEST A SMALL AREA first to determine ease of application and desired results; test for stain repellency using likely contaminants. a Gloves an eye protection should be wpm during application; if spraying wear respirator rated for dusts and mists. • Avoid overlapping, over spraying, puddling and rundown. * Immediately wipe off all surrounding materials, particularly any metals, glass and other very dense or shiny surfaces. a AQUA MIX SEALER'S CHOICE is recommended in place of PENETRATING SEALER in food re aration of serving reas or when maximum stain protectio is required. g CURE TIME a Ready for surface traffic within 2 hours. 5 Allow at least 2 hour drying time between coats if more than 1 coat is needed. a Sealed area should be kept dry for at least 12 hours. a Will achieve full cure in 24 hours. HANDUNG AND STORAGE e Use full strength; no not dillute. a Store tightly 'capped in original container to prevent evaporation. • Unused stored product is freers /thaw stable. ONGOING MAINTENANCE: a Use AQUA MIX TILE AND GROUT CLEANER and /or AQUA MIX • TILE PLUS MORE for routine cleaning a AQUA MIX HEAVY -DUTY DILE AND GROUT CLEANER is recommended for heavy duty cleaning /degreasing. SECTION 09900 PAINTING WORK INCLUDES surfaces preparation and painting or finishing of all interior surfaces exposed to view, throughout the Project. Where items or surfaces are not specifically mentioned, point the same as similar adjacent materials or areas. The Work of this Section includes, but is not necessarily limited to painting or finishing of the following items. All interior drywall surfaces not finished otherwise. (pointed). MATERIALS: PROVIDE products equal to materials listed in the Finish Schedule. Note that proprietary names used to designate colors (on the Drawings) or materials (scheduled herein) are not intended to imply that products of named manufacturer are required to exclusion of equivalent products of other manufacturers. Prior approval of Owners Representative required. SURFACE PREPARATION: CLEAN surfaces of dirt, rust scale, grease, moisture, or other conditions otherwise detrimental to formation of a durable paint film. Perform preparation and cleaning procedures in accordance with paint manufacturer's printed instructions for each particular substrate condition. WOOD: CLEAN surfaces of dirt, oil and other foreign substances with mineral spirits, and sandpaper and dust off prior to finishing. REMOVE hardware, accessories, plates, lighting fixtures, and similar items in place and not to be finish- painted, or provide surfaced- applied protection prior to surface preparation and painting operations. Remove, if necessary, for completion of painting of each space or area, reinstall removed items. COMPLY with manufacturer's printed directions in applying paint materials. Use applicators and techniques best suited for substrate and type of material being applied. SCHEDUUNG: APPLY first -coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. Allow sufficient time between successive coating to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. APPLY PAINT to completely cover previously painted surfaces, to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, lap marks, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. APPLY ADDRIONAL PAINT coats when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to insure that surfaces, including edges, comers, crevices, and exposed fasteners receive a Any film thickness equivalent to that if flat surfaces. Remove, refinish or repaint Work not in compliance with specified requirements. CI FAN-UP- DURING the progress of the Work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting Work, clean window glass and other paint - splattered surfaces. Remove spattered paint of otherwise or defaced painted surfaces after completion of Work of other trades. If Owner deems clean -up is not satisfactory, on independent cleaning service will be brought in, at the Contractors expense to complete the clean -up. PAINT SCHEDULE SEE PAINT SCHEDULE, SHEET A -1 a Final finish is subject to approval by Owner, if finish is deemed unsatisfactory, another application will be required at the contractors expense. SECTION 09986 SANITARY WALL & CEILING PANELS GENERAL Submit manufacturer's product data including installation literature. Submit maintenance data as part of project closeout. Maintain 65 degrees in spaces for 48 hours before, during and 48 hours after application. Variation in face alignment of adjacent panels shall not exceed 1/32 ". PRODUCTS Acrylic wall panels shall be Lasco Board FRP Panels. Panels shall be PVC; .090" thick by 4'-0." wide; j)924; Pearl Gray - Luster, Class A, or equal USDA accepted, semi rigid fiberglass reinforced plastic paneling, Class A: UL classified flame- spread less than 20, fuel contributed 0, and smoke - developed less than 200, per ASTM E -84. Contact Lasco in Anaheim, California at 600 -626 -1220. Fabricate panels within specified tolerances in accord with approved shop drawings to sizes and shapes indicated. ESECUT1ON Install two panels full height as mockup for Owner's acceptance. Install wall panels in accord with approved shop and erection drawings. Install panels using manufacturers recommended adhesive (or manufacturers non -fume adhesive where solvent vapors cannot be ventilated) to back of panels for 100% coverage, with a notched trowel. Install panels with surface texture grain aligned. Provide edge molding at exposed joints between panels and at top and bottom edges. Seal bottom edge of panels, whether exposed or concealed. SECTION 10522 FIRE EXTINGUISHER PROVIDE minimum of one (1) Class ABC, 10 lb. dry chemical or as required by the State Fire Marshall and furnished by G.C. at the start of construction. SECTION 11400 FOOD SERVICE EQUIPMENT INSTALLATION GENERAL Permits and Certificates: Provide for inspections and procure permits and certifications of acceptance as may be required by governing authorities. Arrange for delivery of food service equipment to project, receive at site. Unload, protect, set -in- place, and coordinate final connections, and adjustment Existing Conditions: Drawings are schematic in showing location and sizes of equipment Report in writing to Owner at time of shop drawing submittal, for Owner's evaluation and instructions, conflicts or minor deviations necessary to complete the work. Coordinate electrical equipment to ensum compatibility with available building electrical supplies. Equipment Installer. Equipment installation shall be under direct supervision of qualified personnel having at least five years satisfactory performance in food service equipment installation, testing, service and usage instruction. PRODUCTS Food service equipment will be furnished by Owner and shall be installed by Contractor (OFCI). EXECUTION Confirm locations and correctness of rough -in work prior to equipment installation. Uncrote, assemble, install, e c onne c t an a djust all items of equipment, ensuring proper fit an ope Install and make connections to services and supplies in accordance with manufacturers instructions, making final leveling and adjustments as connections are made. E nsure that water lines are equipped with operating shutoff valves near each item of equipment and that connecting points am clean. Provide strainer, check valves, pressure - reducing valves and other accessories needed for proper installation. Install equipment in accordance with NSF Manual on Sanitation Aspects of installation of Food Service Equipment Where appropriate, anchor equipment rigidly into place with appropriate anchors and provide filler plates between adjacent equipment and structural elements using concealed clips. Maintain required clearances between equipment and walls. Testing, cleaning and calibration: 1. Provide on -site testing of equipment to ensure proper operation, making such modifications, corrections, calibrations and adjustments os necessary for proper operation of equipment for its intended use. 2. Clean equipment upon installation and adjustment and again when demonstrated at close of project. Remove all protective film from locations. 3. Lubricate all working parts as recommended by manufacturer. Demonstration: 1. Demonstrate operation and maintenance equipment to Owners personnel at close of project. Set up by Owner Representative. 2. Provide operating assistance when kitchen is first put into operation, including one full working day of instruction in operation, adjustment and servicing equipment in each kitchen area. Set up by Owner Representative. DMSION 12 All store furnishings not in contract. FURNISHINGS TURNOVER REQUIREMENIS The Contractor shall arrange for all inspections and furnish Owners representative with the certificate of occupancy. G.C. is also to provide a type written list of names, addresses and phone numbers of all sub - contractors and material suppliers. The Contractor shall be responsible for having the entire store clean and spotless at the time of furniture installation and at turn over. Prior to the store opening, Contractor is to arrange for an Independent Balancing Contractor to balance the HVAC system and provide a copy of the balancing report to the Landlord and Owners representative. If required by Landlord the Contractor shall secure any necessary approvals for the store sprinkler system for the Landlord's insurance carrier. Contractor to turn over all keys to the Owner's representative and marking each key for identification. The Contractor shall set all time clocks, thermostats, etc. per Owners representative's requirements. The Contractor shall explain the operation of all mechanical systems to the Owner's representative and providing copies of operation, maintenance and warranty manuals. FIRE PREVENTION NOTES All work shall comply with the version of the Uniform Fire Code ('U.F.C.) as amended and adopted by the local agencies having authority. The Contractor shall provide min. one 2A10BC fire extinguisher within 75 ft. travel distance for each 6,000 s.f. or portion thereof on each floor. (U.F.C. Article 10, division III, U.F.C. Standards 10 -1 and CA.C. T -19, Sec. 3.29). Provide one portable fire extinguisher which has a classification of not less than 40 -b for kitchen (U.F.C. Sec. 10.313). Location to be approved by the Architect prior to installation. Penetrations of rated walls shall be protected by assemblies of appropriate rating, including doors, ducts, etc. All required fire damper assemblies including sleeves and installation procedures shall be approved by the Building Department Inspector prior to installation. All air - handling cutoff and smoke - detected fire damping equipment required bythe local agencies having authority and the Landlord shall be provided and installed by the Mechanical Contractor. All work done on existing rated walls shall be repaired to maintain the existing rating. The Contractor shall provide new Are proofing as required by code throughout the space. Where required, flame spread ratings of material used in the construction will be supplied to the Fire Department by the Contractor ordering the materials. Illuminated exit signs with battery packs and audible signals shall be provided as shown on the drawings and as required by code. All exit signs to be wired to a dedicated circuit. Coordinate smoke evacuation system requirements with the Landlord. Provide systems in accordance with applicable codes. Coordinate fire alarm system requirements with the Landloid. Coordinate fire sprinkler system requirements with the Landlord. Installation shall comply with the NFPA 13 ". Fire sprinkler protection shall be provided above and inside walk -in coolers and freezers. All sprinkler work to be done after hours. Interi finish shall coply with applicable & local ordinances as stipulate d by governin agencies. Provide an approved automatic fire extinguishing system in the cooking exhaust hood (U.F.C. Sec. 10.313(d)) or as stipulated by locai governing agencies. All decorative materials shall be maintained in a flame- retardant condition (C.A.C. T -19, Sec. 1.14, 3.08, 3,21 and U.F.C. Sec. 11.204, Sec. 25.104). Ducts serving a cooking exhaust hood shall be enclosed in a fire rated enclosure (see mechanical drawings for requirement). The enclosure shall be separated from the duct by at least 3 inches and by not more than 12 inches. Plans for all fixed fire protection equipment shall be submitted to the Fire Marshal approval prior to installation. Building c cupat ll secure permit required by the Fire Deportment from ldin the o Fire Prevention Bureau prior to occupy this building. Buildin numbers shall be Basil visible and le form the s eet or road frontin the propert ( (U.F.C. Sec. 10.208). When app The construction, remodel, or demolition of a building shall comply with U.F.C. Article 87. Provide occupant load sign complying with the codes as referenced under PROJECT INFORMATION on sheet T -1. PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 T :IPrhonn: Lacsimil?: €26.403.6e.88 REVISIONS: ISZILIE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913- 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # EC 44 SOUTHCENTER MALL TUKWILA, WA RECEIVE cmoFru T-2 'EV El cSFICATIONS 0 0 0 0 9'"1X3 3ire7I1ddV JON ftRNISH INSTA U � 1 0 1NVN31 __■ O 0 0 ROOK e Ru ry 1 111 9YR9 R DE .-r ,' L m naw a Ors X /inlDis 5 r4m x /oc we . COXED R AM ■ MIL mwY S rM17 -xS AEW sxr.sm nmxmx rzmm. w/ R AK E S 0 Z S PSG s m r Ys Mal At XoPVY s/a acYDaNn wux vmYnc xYl 41NPM0 9411 OeiIW .............2 " 9YLSN,..„.EWIID.fYR,l /4'IQS. S/d MU YDI R'IW4 MEEK MY P3. xS 6 Q[tL px. Slm &I® o P;51 X� : OF rM9Ex97B5Y Y0 1lXE� d10RG92 # L r Y.Y. m'oRl 4waXl wxm a A� a%us Ylol amY nc . uo.wiv d"OPismT- ,loxis. ME, ,r°"mE°AmmuOmmsrumR'�mu De°'NxiD a uaexrxc NOXYA 3/Sx 41awX YxaR RASAR wr ff wwm m LIVE ExYS 9ra� a' B4®xn .oXrs RE.nYUO. MK " S M9f wNl SURFACE AS REWIRED PER APPISAB E R H PUxS. IRl'B OR SOMME. u a cWxc' �r°.uE�De, x 4 -.2.- uroiaY�tlr' v�ERR'r®x uan rrorm m m,l u Aw IS'QDAtm u.4 mxns. 0.110 EMI SERVING AREA QT 6 "x6" CONT. QUARRY TILE (QT7 IN HIGH TRAFFIC AREA) QT 6 "x6" CONT. QUARRY TILE (QT1 IN HIGH TRAFFIC AREA) TILE SCHEDULE GLAZED CERAMIC TILE NO MANUFACTURER €411 GRANITE TILE PORCELAIN TILE Fit APG QUARRY TILE QT GROUT Gl CUSTOM G2 CUSTOM c4 CD CUSTOM POLYBEND (NON— SANDED) DOOR SCHEDULE N0. HARDWARE SCHEDULE HINGES CLOSERS PANICS LOCKSETS STOPS THRESHOLDS, BTMS. HANDICAP SIGNS DOOR BELL VIEWER KICKPLATE SILENCERS PAINT SCHEDULE NO P -1 PAs P-B SPECIAL SURFACE SCHEDULE NO P -D BENJAMIN MOORE ML- wa W-B WALL PANEL SCHEDULE N0. ITEM WALK -IN COOLER OT SS /ALUM. 6"x6" CONT. QUARRY TILE (SEE D -1) (OT1 IN HIGH TRAFFIC AREA) DAL TILE DAL TILE DAL TILE CERIM (APG) CERIM (APG) TC CERIM (APS) TF REFIN /BORGOGNA(APG) DAL TILE DAL TILE TK DAL TILE DAL TILE DAL TILE DAL TILE CUSTOM CUSTOM MANUFACTURER EXISTING TO REMAIN EUASON EASY SWING STANLEY MARKS USA TRIMCO PEMCO SBH TRINE TRIMCO MANUFACTURER BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE MANUFACTURER ETRE IMAGES VENEER —ART ABET LAMINARTI MANUFACTURER LASCOBOARS ESCRIPHON 8" x 8" TYPE A MANUFACTURER DORMA DOOR CONTROLS AMERICAN DEVICE MFG MFG 962 9E2 007 306 1309 FG PRODUCT EIRE IMAGES 'OR CA = ORMICA DESCRIPTION FRP PANEL WALL SCHEDULE NO. 4 8 DESCRIPTION DOOR TYPES S.S. PANEL (24 GA) S.S. PANEL (24 GA) 4 1/4" x 4 1 /4" BRIGHT & MATTE 4 1/4" x 4 1/4" 4 1/4" x 4 1/4" DESIGNER ACCENTS 12" x 12" CHROMTECH E" x 6 CHROMTECH 6" CHROMTECH 18" x 18" DIGIONE 6" X 6" VERMILLION 8" x 8" PORCEALTO GRANITE (SLAB) 6 x 6" NON— ABRASIVE (SEE PLAN) 6 x 6" SINGLE ABRASIVE USED IN HIGH TRAFFIC AREA. (SEE PLAN ) 6" x 6" COVE BASE, PLAN POLYBEND (NON— SANDED) POLYBEND (SANDED) NOTE: EPDXY GROUT UNDER COOKING UNE (4' x LENGTH OF COOKING LINE) POLYBEND (SANDED) POLYBEND (SANDED) SIZE 7 -Br SCG33' -0'XY -0' NW -1 FRAME (EXIST) S.S. RI501/BE 90 NHO 626 4102Bx OP02 630 AS REQUIRED 626 1214x 1268 626 COLOR WARM WHTTE WARM WOE TONED RED ORANGE YELLO WOOD VENEER METAL LAMINATE- 800.228.238 PORCEALTO I-IW-2 FACE/EDGE (EXIST) S.S. INSTALLED AND PURNISHED BY. G.C. RIS01/BFE 90 MD 626 410287 OP02 630 1214x 1268 626 345AV 628 FINISH (CAT. N0.) EGGSHELL LATEX SEMI —GLOSS SEMI —GLOSS EGGSHELL LATEX EGGSHELL LATEX 317 4253 #927, MAPLE PLAIN #732 COSTING STUDS BY LL (NEED 5/8" TYPE "X" GYP. BD. AND FINISH). MFG D -700 —111 DM-1 7953 8878 8884 DM1 CD11 CD28 040 040 0365 3 ELM ( TH 1583 - 1 PA Ni MFR 924 COLOR (EXIST) 3/4' MELLOW WHITE BLACK VERMIWON PEBBLE PEBBLE CHARBON DIGIONE VERMILION BLACK WHITE RED BLAZE RED BLAZE RED BLAZE #165 DELOREAN GRAY #185 NEW TAUPE CHAPPARAL # 165 GRAYREAN # QUAR CLAY FB80791NUD 4 1/2:4 660 5690FS 626 W127CS 630 2005AV 628 101 WHITE 1229 GRAY MISTY MUAVE F4470 628 KP ®38 16 "x2" LDW 630 WALL LEGEND WALL CEILING 5/8" TYPE "X" GYP. BD. W/ 52 WP1 & WP2 SEE A -2) CEILING TILE SMOOTH & OR TILE AS INDICATED ON PLAN. WASHABLE 2'74' VINYL COATED GYP. BD. PANELS CERAMIC TILE WI P1 SMOOTH PAINT (SEE A -2) GYP. BD. P7 SMOOTH WASHABLE PAINT EXT. — STAINLESS STEEL ALUM. OR INT. — ALUM. OR GALVANIZED STEEL GALVANIZED STEEL CORE (EXIST) SOUS STAIWCOLOR AURORA NATURAL MURO COLOR/FINISH FINISH ATTE GLOSS MATTE TRAVERTINO BRUSHEDHAMMERED BRUCHEDHAMMERM CHARCOAL —BUCK OFF —WHITE POLISHED PLAIN ABRASIVE PLAIN 9 "X14" HW-0 COPPER SARGASSO SERIES 2700 MYIXD HD81L PEARL GRAY — LUSTER BRUSHED FINISH RIBBON FINISH RATE REMARK WALL FINISH JOINT B. JT. B. JT. B. JT. 3/16' B. JT. B. JT. 3/16 B. JT. B. JT. B. JT. 3/16" 3/16" 3/16" DOOR FRAME NOTE: ALL ARE WALLS TO BE SEALED TIGHT FROM FIN. FIR TO BOTTOM OF DECK. EXISTING WALL TO REMAIN 25 GA MTL STUD O 16" O.C. U.N.O. — 25 GA MTL STUD SHORT WALL, SEE A -2.0 FOR HEIGHT GROUT G1 G1 G1 Si Si 01 G3 01 G1 GT CHROMTECH 8866 CHARBON BRUSHEOHAMME'EDS /16 G2 G2 G2 G2 REMARKS GROUT= G3 CHAPPARAL HDW STANLEY CD39 -9730 DDDfIS A E V ortmON I OWNER 665 P1101)5 SUDS FLT.5 TO PROVIDE HWES TS83 -1 AL 195L 626 CEIUNG, (IF APPLICABLE) KDCHEN CEIILNG, WALL REMARK EXISTING WALL (REPAIR & FINISH TO MATCH NEW WALL FINISH) 2 1/2" MTL STUDS 0 16" O.C. FURRED WALL W/ 5/8" TYPE "X" GYP. 8D. ON INTERIOR SIDE (RE A2.0 SERIES FOR MORE INFORMATION) 3 5 /6" MTh STUDS 0 16" 0.C. WALL 1'1/ 0/8" TYPE "%" GYP. BD. BOTH ODES (RE: A2.0 SERIES FOR MORE INFORMATION) 6" MTL STUDS O 16" O.C. WALL W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (RE: A2.0 SERIES FOR MORE INFORMATION) 3 SITE MTL STUDS O 16" O.C. LOW WALL W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (RE: A2.0 SERIES FOR MORE INFORMATION) FBB19 4 1/2x4 600 W1276C 630 RFHT4RR MEN'S, 6FH128L -1 RUMENS KP0038 16 "x2 LDW 63 1229 GRAY FFR, & PROJECTION EDGE 0 SERVICE LINE PREFTNISH 800- 367 -8505 C.C. TO LUNMCT CUFF YANG E626111111819 FOR APRIGTON IM OD SMOOTH & WASHABLE • 2 SRn MUG xu S COSINE WSW WARD 10 ROAN. 00 0 MSS° WI ccm� DROWN WP 1Nm 9Iao1 EOM m�P n=�vnc xs �e•ac. uaw mas o��m xm lx�oc RE oxO°x,-.m rrc4s °nms.OXrtarc xwx�ine use we1ER Rm 4mw R xRO ax ux wws rrxw RmE FILE Pwm uaL noG [xx E x urw 6 Ccaf" oiN lu nx15 G N1fiW W1 TE ]/m' 4 ENR VEXfEA PIASTER NS! RE APPUEQ m ME FNIIS 9116Kf ll4f ®Nx@ BERM }615 ENROL GH WALL SURF AS REQUIRED PER MPUUYE RASH PLANS . XE15 M SWEW16 w WALL TYPE 24"X24"X70" MOP -SINK — .' SEE DR. 4/A3.0 \ C. TO PROVIOP HOOKS t \, 0" CONC. CURB' 16 O • • GENERAL NOTE: USE QUARRY TILE FOR BASE MATERIAL THROUGHOUT SPACE. GENERAL NOTE; THE JUNCTURES BETWEEN WALLS AND FLOORS SHALL BE COVED AND SEALED. FINISH NOTE: ALL FINISHES SHALL BE PER SAMPLES SUBMITTED TO THE LANDLORD FOR REVIEW AND APPROVAL NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDLORD. FURNISH INSTALL IS • • IS R A PI n C+ 1 w 11/ �\ • • WALL TYPE, UL #465 RE�� m I 20 "0 CO2 TANK ON 6" CONC. CURB. RE: B/A3.0 SIM. G.C. TO POUR NEW CONC. SLAB IN ENDRE LEASE SPACE AS DEFINED BY THE LEASE UNES. SUB SHALL BE 4' THICK AND DESIGNED TO MEET 3000 P.S.I. IRE LOAD MINIMUM. (BASE COARSE BY LL) UNDER HOOD LEASE UNE (ETRENT OF CONSTRUCTION) EXISTING BUILDING -J LEASE SPACE NO WORK THIS AREA MENU BOARD ABOVE (Ti?.) RE 12/63.0 FOR SOFFIT CONSTRUCTION DASHED UNE INDICATES TRAY DUDE RECESS. RE: 1/A3.0 EXISTING LL CORRIDOR NO WORK THIS AREA t ALL WALLS .. UNLESS NOTED I OTHERWISE 13 A3.0 11/A3 2.-41" r OPP. 2/A3.0 EXISTING BUILDING LEASE SPACE. NO WORK THIS AREA WATER HEATER ON PLATFORM ABOVE RE:4 /63.1 SIM. MOP SINK AND CURB - UNE REPRESENTS TRANSITON OF SINGLE FLOOR TILE AND REGULAR FLOOR TILE ELECTRIC PANEL RE 7/A3.0 SAFE ON 6" CONC. CURB RE: 6/A3.1 SIM. RE: SERVICE COUNTER DTL 1/A3.0 1®1 Pi#" 1"i PSi A w I A A I1 % I IC'1 I C't'I 11"11I II REVISIONS: A A A A A A A ISSUE DATE: 01 -05 -01 STAMP: PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomie 91030 T-i :phone: 626.799 . 626.403.3636 DRAWN BY: BEH CHECKED BY: CE ARCHITECT : SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA A1.0 FLOOR PLAN °r°sR"onor 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913 - 649 -8181 SOUTHCENTER MALL to PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 H.C. KLOVER ARCHITECT PANDA EXPRESS ,FMII t;Ely iL. i LIGHTING SCHEDULE NO SYMBOL KITCHEN L1 L3 L4 L6A L6B L10 L11 L14A L14B 114C L75 L16 L17 N0. (�I L1 I I x AMR L3 L3 L4 L6A L6B SERVING AREA 8 8 MANUFACTURER - Cr use I � C3 USG '�"I GOLD BOND MANUFACTURER LIGHTOUER UGHTOUER UGHTALARM UGHTALARM BUILT -IN EQUIPMENT UGHT FIXTURES BUILT -IN EQUIPMENT UGHT FIXTURES HALO ALO UGHTOUER LA UGHP.NG LA UGHTING UGHTOUER HATCO UGHTOUER CEILING SCHEDULE DESCRIPTION OrY 2 2 2 HATCO VERIFY DESCRIPTION 2'x4' RECESSED FLUORESCENT/ELECTRONIC BALLAST 4 LAMPS, 3000K 2z2 RECESSED FLOURESCENT /ELECTRONIC BALLAST 30DOK EMERGENCY OGFOT (6 VOLT] MAINTENANCE -FREE BATTERY EXIT SIGN SINGLE FACE, SELF- PDWEFED LIQUID ELECTRONIC DISPLAY I MFG# EXHAUST HOOD: COMPONENT HDW CANOPY UGHTING L50 -1024 WALK IN COOLER FLUOR. 120V 48' INCANDESCENT TRACK LIGHTING (GENERAL ILLUMINATION) 75W PAR38 LAMPS HALOGEN TRACK UGHTNG (SP ILLUM MR16 OT (12V) 24' SINGLE STRIP FLUOR. SURFACE MID. SINGLE STRP STAGGERED FLUORESCENT, 48' MED. BIPIN LAMP (40W) 3000K STG 140 RS 120 SS 96' SINGLE STRIP FLUOR. Be LAMP 3000K STR110- 1 -8S -E8 36' SINGLE STRIP STAGGERED FLUORESCENT. 36' MED. BIPIN LAMP (25W) DISPLAY UGHT UNDER SNEEZEGUARD p1 BTOF00048 L1738PX L2717PX DOWNLIGHT, RECESSED INCANESENT WITH LYTEGEM GLASS COLLAR FRAME IN KR: 1002P1 REFLECTOR.: 1005 LYTEGEM: 1402 EXTENDED SOCKET: 1968 2'14' WNYLROCK (ON SUSPENDED TRACK) 2'12' WNYLROCK (ON SUSPENDED TRACK) 5/8" GYP. BD. GENERAL CEILING PLAN NOTES 1. LOUVRES, AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED REMS. NO BRUSH PAINING OF THESE ITEMS WILL BE PERMITTED. (AS REGD.) 2. ALL EXPOSED GYP. BD. SHALL BE SEALED W/ ONE COAT OF SEALER & FOLLOWED BY TWO COATS PER PAINT FINISH SCHEDULE AND ELEVATION SHEET A -2.0 W/ SMOOTH FINISH. 3. FOR DETAILS NOT CALLED OUT ON REFLECTED CEIUNG PLAN, SEE INTERIOR ROOM ELEVATIONS. 4. REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS OF ALL CEILING HEIGHTS. CROSS TEE NOTE: SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK CJONTIACTOR TO PROVIDE ALL FLUORESCENMT TUBE LAMPS (USE WARN WHITE ONLY) MALL PANDA EXPRESS 0327100 - - -12GA VERTICAL HANGER WIRE - - -1 5/8" X 16GA MTL. FRAMING 0 4' -0" O.C. (4) -12GA SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AND 45' MAX. ROM CEILING PLANE. - M 7/8" STEEL CHANNEL FURRING @ 16" O.C. SECURE TO 1 5 /B" MTL. JOIST FRAMING M/ MIN. BGA WIRE. - 7/8" STEEL CHANNEL FURRING 0 16" O.C. SECURE 10 1 5/8" MTL. JOIST FRAMING W/ MIN. BOA WIRE. XT2 GVA 4 40 120 SO XT2 CVA 2 41 120 LESO CA -2 XKLED BRA SIG 130 RS 120 SO GYP. BD. SUSP. CLG DTL. SCALE: N.T.S. - - - - -- 12GA VERTICAL HANGER WIRE (4) -120A SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AND 45' MAX. FROM CEILING PLANE. -- -- -MAIN RUNNER MATERIAL WHITE, VINYL CLAD WHITE, VINYL CLAD I COLOR VAMP REMARK WHITE WHITE WHITE RED LETTERS WHITE OSRAM- SYLVANIA F032/730 (21852) OSRAM- SYLVANIA FB031/73( (24080) 2164W OSRAM- SYLVANIA F40/1330 (24576) PAR 30 CAP /NFL 1075W CEILING HEIGHTS SHOWN ARE FROM FINISHED CEILING SURFACE TO FINISH CONCRETE FLOOR. 6. LOCATE ALL UGHTS AND CEILING REGISTERS SYMMETRIC- ALLY CENTERED OVER DOORS, WINDOWS OR BAYS OF CEILING DESIGN AS INDICATED. FOR ALL REGISTERS AND DIFFUSERS SEE or DRAWINGS. FOR ALL ELECTRICAL LIGHTING FIXTURES SEE 'E' DRAWINGS. NOTE: PROVIDE 4 VERTICAL WIRES (ATTACHED TO MAIN RUNNERS) W /IN 3" OF EA CORNER OF EA. FIXTURE. ROOF STRUCTURE - PROVIDE BLK'G 0 BOT. OF TRUSSES WHEN CONDUIT FALLS IN BETWEEN 3/4" CONDUIT COMPRESSION STRUCT PRESSURE PT BETWEEN ROOF STRUCT. & CLG. MAIN RUNNER 0 12' -0" O.C. EA. WAY W/ FIRST POINT W /IN 4' -0" OF PERIMETER WALLS PER UBC PERMITER WIRE 0 EA. TERMINATION POINT 8" MAX.) — - C -2 FACE OF WALL PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY KITCHEN EQUIP. CONTRATOR WIRING & BULBS BY ELECTRICIAN PROVIDE BY KITCHEN EQUIP. CONTRATOR WIRING & BULBS BY ELECTRICIAN 2' TRK 0 4' TRK 0 8'TRK 0 12' TRK 0 2' TRK 0 4' TRK 0 8' TRK 4 12'TRK 0 WHITE WHITE OSRAM- SYLVANLA 60 PAR/ CAP /FL HALO MINI.TRK HIT/EWH LIVE END CONNECTOR/WHITE 1 FLEX JOINER JIER/ WHITE 0 OSRAM- HALO MINIATURE TRACK/WHITE SYLVANIA OUTLET BOX COVER /WHITE 1 30 MR16/ LIVE END CONNECTOR/WHITE 1 24 /NFL MINI JOINER /WHITE i FLEX JOINER/ WHITE 0 OSRAM— SYLVANIA !FO 8515 0 NEOPRENE PROVIDED BY KEC, WIRING BY ELECTRICIAN COATED INSTALLED BY G.C. PROVIDE BY OWNER INSTALL BY ELECTRICIAN FINISH SMOOTH & WASHABLE SMOOTH & WASHABLE SMOOTH PAINT PI & WASHABLE HANGER WIRE SEE DET. TO SIDE 4- #BGA MIN HANGER WIRE 0 OPP. CORNER FOR FIXT. WEIGHTING LESS THAN 56 LBS. —LIGHT FIXTURE SEE "E" DWGS FOR SPECS. PROVIDE SCREWS OR CLIPS & FASTEN FIXT. TO T -BAR FIXTURE SUPPORT DETAIL g SCALE: N.T.S. R UN WIRE THRU CENTER OF CONDUIT - CONNECT TO ROOF STRUCTURE W/ EYE LAG SCREW. IUD i....iu.•••••.i. •i•1 - FT WRAP WIRE THRU PRE DRILLED SLOTS IN RUNNERS & AROUND BOTTOM OF CONDUIT. / 4 12G SPRAY WIRES SEE DTL. / AT LEFT CROSS RUNNER 0 2' -0" O.C. MAIN RUNNER 0 4' -0" O.C. NO CEIUNG WORK ABOVE COOLER. TIP. STAINLESS STEEL ENCLOSURE FROM TOP OF WALK IN COOLER TO CEILING BY G.C. FABRICATION DIMS. OF ENCLOSURE SHALL BE VERIFIED AND MATCH COOLER DIMENSIONS. NO WORK THIS AREA FILL ANY MISC. GAPS BETWEEN HOOD AND WALL W/ STAINLESS STEEL PANELS AT BOTTOM OF HOOD EDGE AND SEAL KITCHEN EQUIPMENT LIGHT FIXTURE WIRING BY ELECTRICIAN. PROVIDED BY MANUF. AND INSTALLED BY G.C. TYP. STAINLESS STEEL ENCLOSURE FROM TOP OF HOOD TO CEIUNG BY G.C. FABRICATION DIMENSIONS OF ENCLOSURE SHALL BE VERIFIED AND MATCH HOOD DIMENSIONS. ELECTRICAL PANEL ON WALL FURROUT RE: A1.0 FOR ADD'TL INFO CUSTOM MENU BOARD BY PANDA EXPRESS G.C. -B.O. 0 7' -0' A.F.F. LL. GYP. BD. SOFFIT (E) ® 9' -10' A.F.F. LL GYP. BD. SOFFIT (E-11LED) 0 9' -0' AF.F. LEASE UNE TRAY SLIDE BELOW PANDA EXPRESS I.D. SIGNAGE MOUNTED TO LL SIGN POLES. G.C. TO FIELD VERIFY EXACT CONOTTONS PRIOR TO INSTALLATION. IF FOUND TO BE SIGNIFICANTLY DIFFERENT, G.C. TO CONTACT PANDA EXPRESS AND SIGN CONTRACTOR. EXISTING SERVICE CORRIDOR. NO WORK THIS AREA. TS(e)L11 TS(8')L11(5) NO WORK THIS AREA fr ABOVE WATER HEATER PLATFORM I C2 I 013' - A.F.F. � — NO WORK TRIO AREA KITCHEN SERVICE WATER HEATER PLATFORM (BELOW) RE: 03.1 FLUOR FIX. -RE: 2 /A1.1 C2 01 0' -0' A.F.F. lime I FLUORESCENT LIGHT FIXTURE BELOW MENU BOARD. STARTING POINT OF j CUUNG TILE LAYOUT I L L FLUORESCENT LIGHT FIXTURE BELOW MENU BOARD. FLUORESCENT UGHT FIXTURE AT END OF MENU BOARD AND CONCEALED FROM PUBLIC VIEW. SAME OPPOSITE. C2 09` -10' A.F.F. (F.V) I FLOURESCENT FIXTURE. INSTALL UNDER TRAY SLIDE. RE: 1/A3.0 \ I IFLOURESCENT FIXTURE. INSTALL UNDER TRAY SLIDE. RE: 1/A3.0 I LAMB IFLOURESCENT FIXTURE. INSTALL UNDER TRAY SLIDE. RE: 1/A3.0 RE CEILING PLAN IS FOR REFERENCE ONLY. SEE MECHANICAL AND ELECTRICAL PLANS FOR ACTUAL LOCATIONS OF LIGHT FIXTURES AND MECHANICAL DIFFUSERS. RECEI Grry of 1 I AY-IN (FII INC; nRrAll n gI1Pcnn1(7 C I ( cTRI IT (' 7T1_ . DCCI I It^TI fl (.en IM(` DI AM /T\ XI Baas, a ran= �,p REVISIONS: ISSJE DATE: 01 -05 -01 PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 TAI - phone: :.26.799 -9893 Facsimile: 1926.4055.9689 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913- 649 -8181 FIR SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA REFLECTED CEILING PLAN PANDA EXPRESS SOUTHCENTER MALL RECEI'd cIn of n A1.1 EV:A: , :0 L6B F i Imo® ( z I L V : II i IIl i I , I I I :UiI ® 1 3 �L_J � • 0 2' -0' 0 - 18(8')L71(6) ■ TS(6')L71(5) I A■ 4 .] i LIGHTING SCHEDULE NO SYMBOL KITCHEN L1 L3 L4 L6A L6B L10 L11 L14A L14B 114C L75 L16 L17 N0. (�I L1 I I x AMR L3 L3 L4 L6A L6B SERVING AREA 8 8 MANUFACTURER - Cr use I � C3 USG '�"I GOLD BOND MANUFACTURER LIGHTOUER UGHTOUER UGHTALARM UGHTALARM BUILT -IN EQUIPMENT UGHT FIXTURES BUILT -IN EQUIPMENT UGHT FIXTURES HALO ALO UGHTOUER LA UGHP.NG LA UGHTING UGHTOUER HATCO UGHTOUER CEILING SCHEDULE DESCRIPTION OrY 2 2 2 HATCO VERIFY DESCRIPTION 2'x4' RECESSED FLUORESCENT/ELECTRONIC BALLAST 4 LAMPS, 3000K 2z2 RECESSED FLOURESCENT /ELECTRONIC BALLAST 30DOK EMERGENCY OGFOT (6 VOLT] MAINTENANCE -FREE BATTERY EXIT SIGN SINGLE FACE, SELF- PDWEFED LIQUID ELECTRONIC DISPLAY I MFG# EXHAUST HOOD: COMPONENT HDW CANOPY UGHTING L50 -1024 WALK IN COOLER FLUOR. 120V 48' INCANDESCENT TRACK LIGHTING (GENERAL ILLUMINATION) 75W PAR38 LAMPS HALOGEN TRACK UGHTNG (SP ILLUM MR16 OT (12V) 24' SINGLE STRIP FLUOR. SURFACE MID. SINGLE STRP STAGGERED FLUORESCENT, 48' MED. BIPIN LAMP (40W) 3000K STG 140 RS 120 SS 96' SINGLE STRIP FLUOR. Be LAMP 3000K STR110- 1 -8S -E8 36' SINGLE STRIP STAGGERED FLUORESCENT. 36' MED. BIPIN LAMP (25W) DISPLAY UGHT UNDER SNEEZEGUARD p1 BTOF00048 L1738PX L2717PX DOWNLIGHT, RECESSED INCANESENT WITH LYTEGEM GLASS COLLAR FRAME IN KR: 1002P1 REFLECTOR.: 1005 LYTEGEM: 1402 EXTENDED SOCKET: 1968 2'14' WNYLROCK (ON SUSPENDED TRACK) 2'12' WNYLROCK (ON SUSPENDED TRACK) 5/8" GYP. BD. GENERAL CEILING PLAN NOTES 1. LOUVRES, AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED REMS. NO BRUSH PAINING OF THESE ITEMS WILL BE PERMITTED. (AS REGD.) 2. ALL EXPOSED GYP. BD. SHALL BE SEALED W/ ONE COAT OF SEALER & FOLLOWED BY TWO COATS PER PAINT FINISH SCHEDULE AND ELEVATION SHEET A -2.0 W/ SMOOTH FINISH. 3. FOR DETAILS NOT CALLED OUT ON REFLECTED CEIUNG PLAN, SEE INTERIOR ROOM ELEVATIONS. 4. REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS OF ALL CEILING HEIGHTS. CROSS TEE NOTE: SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK CJONTIACTOR TO PROVIDE ALL FLUORESCENMT TUBE LAMPS (USE WARN WHITE ONLY) MALL PANDA EXPRESS 0327100 - - -12GA VERTICAL HANGER WIRE - - -1 5/8" X 16GA MTL. FRAMING 0 4' -0" O.C. (4) -12GA SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AND 45' MAX. ROM CEILING PLANE. - M 7/8" STEEL CHANNEL FURRING @ 16" O.C. SECURE TO 1 5 /B" MTL. JOIST FRAMING M/ MIN. BGA WIRE. - 7/8" STEEL CHANNEL FURRING 0 16" O.C. SECURE 10 1 5/8" MTL. JOIST FRAMING W/ MIN. BOA WIRE. XT2 GVA 4 40 120 SO XT2 CVA 2 41 120 LESO CA -2 XKLED BRA SIG 130 RS 120 SO GYP. BD. SUSP. CLG DTL. SCALE: N.T.S. - - - - -- 12GA VERTICAL HANGER WIRE (4) -120A SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AND 45' MAX. FROM CEILING PLANE. -- -- -MAIN RUNNER MATERIAL WHITE, VINYL CLAD WHITE, VINYL CLAD I COLOR VAMP REMARK WHITE WHITE WHITE RED LETTERS WHITE OSRAM- SYLVANIA F032/730 (21852) OSRAM- SYLVANIA FB031/73( (24080) 2164W OSRAM- SYLVANIA F40/1330 (24576) PAR 30 CAP /NFL 1075W CEILING HEIGHTS SHOWN ARE FROM FINISHED CEILING SURFACE TO FINISH CONCRETE FLOOR. 6. LOCATE ALL UGHTS AND CEILING REGISTERS SYMMETRIC- ALLY CENTERED OVER DOORS, WINDOWS OR BAYS OF CEILING DESIGN AS INDICATED. FOR ALL REGISTERS AND DIFFUSERS SEE or DRAWINGS. FOR ALL ELECTRICAL LIGHTING FIXTURES SEE 'E' DRAWINGS. NOTE: PROVIDE 4 VERTICAL WIRES (ATTACHED TO MAIN RUNNERS) W /IN 3" OF EA CORNER OF EA. FIXTURE. ROOF STRUCTURE - PROVIDE BLK'G 0 BOT. OF TRUSSES WHEN CONDUIT FALLS IN BETWEEN 3/4" CONDUIT COMPRESSION STRUCT PRESSURE PT BETWEEN ROOF STRUCT. & CLG. MAIN RUNNER 0 12' -0" O.C. EA. WAY W/ FIRST POINT W /IN 4' -0" OF PERIMETER WALLS PER UBC PERMITER WIRE 0 EA. TERMINATION POINT 8" MAX.) — - C -2 FACE OF WALL PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY OWNER INSTALL BY ELECTRICIAN PROVIDE BY KITCHEN EQUIP. CONTRATOR WIRING & BULBS BY ELECTRICIAN PROVIDE BY KITCHEN EQUIP. CONTRATOR WIRING & BULBS BY ELECTRICIAN 2' TRK 0 4' TRK 0 8'TRK 0 12' TRK 0 2' TRK 0 4' TRK 0 8' TRK 4 12'TRK 0 WHITE WHITE OSRAM- SYLVANLA 60 PAR/ CAP /FL HALO MINI.TRK HIT/EWH LIVE END CONNECTOR/WHITE 1 FLEX JOINER JIER/ WHITE 0 OSRAM- HALO MINIATURE TRACK/WHITE SYLVANIA OUTLET BOX COVER /WHITE 1 30 MR16/ LIVE END CONNECTOR/WHITE 1 24 /NFL MINI JOINER /WHITE i FLEX JOINER/ WHITE 0 OSRAM— SYLVANIA !FO 8515 0 NEOPRENE PROVIDED BY KEC, WIRING BY ELECTRICIAN COATED INSTALLED BY G.C. PROVIDE BY OWNER INSTALL BY ELECTRICIAN FINISH SMOOTH & WASHABLE SMOOTH & WASHABLE SMOOTH PAINT PI & WASHABLE HANGER WIRE SEE DET. TO SIDE 4- #BGA MIN HANGER WIRE 0 OPP. CORNER FOR FIXT. WEIGHTING LESS THAN 56 LBS. —LIGHT FIXTURE SEE "E" DWGS FOR SPECS. PROVIDE SCREWS OR CLIPS & FASTEN FIXT. TO T -BAR FIXTURE SUPPORT DETAIL g SCALE: N.T.S. R UN WIRE THRU CENTER OF CONDUIT - CONNECT TO ROOF STRUCTURE W/ EYE LAG SCREW. IUD i....iu.•••••.i. •i•1 - FT WRAP WIRE THRU PRE DRILLED SLOTS IN RUNNERS & AROUND BOTTOM OF CONDUIT. / 4 12G SPRAY WIRES SEE DTL. / AT LEFT CROSS RUNNER 0 2' -0" O.C. MAIN RUNNER 0 4' -0" O.C. NO CEIUNG WORK ABOVE COOLER. TIP. STAINLESS STEEL ENCLOSURE FROM TOP OF WALK IN COOLER TO CEILING BY G.C. FABRICATION DIMS. OF ENCLOSURE SHALL BE VERIFIED AND MATCH COOLER DIMENSIONS. NO WORK THIS AREA FILL ANY MISC. GAPS BETWEEN HOOD AND WALL W/ STAINLESS STEEL PANELS AT BOTTOM OF HOOD EDGE AND SEAL KITCHEN EQUIPMENT LIGHT FIXTURE WIRING BY ELECTRICIAN. PROVIDED BY MANUF. AND INSTALLED BY G.C. TYP. STAINLESS STEEL ENCLOSURE FROM TOP OF HOOD TO CEIUNG BY G.C. FABRICATION DIMENSIONS OF ENCLOSURE SHALL BE VERIFIED AND MATCH HOOD DIMENSIONS. ELECTRICAL PANEL ON WALL FURROUT RE: A1.0 FOR ADD'TL INFO CUSTOM MENU BOARD BY PANDA EXPRESS G.C. -B.O. 0 7' -0' A.F.F. LL. GYP. BD. SOFFIT (E) ® 9' -10' A.F.F. LL GYP. BD. SOFFIT (E-11LED) 0 9' -0' AF.F. LEASE UNE TRAY SLIDE BELOW PANDA EXPRESS I.D. SIGNAGE MOUNTED TO LL SIGN POLES. G.C. TO FIELD VERIFY EXACT CONOTTONS PRIOR TO INSTALLATION. IF FOUND TO BE SIGNIFICANTLY DIFFERENT, G.C. TO CONTACT PANDA EXPRESS AND SIGN CONTRACTOR. EXISTING SERVICE CORRIDOR. NO WORK THIS AREA. TS(e)L11 TS(8')L11(5) NO WORK THIS AREA fr ABOVE WATER HEATER PLATFORM I C2 I 013' - A.F.F. � — NO WORK TRIO AREA KITCHEN SERVICE WATER HEATER PLATFORM (BELOW) RE: 03.1 FLUOR FIX. -RE: 2 /A1.1 C2 01 0' -0' A.F.F. lime I FLUORESCENT LIGHT FIXTURE BELOW MENU BOARD. STARTING POINT OF j CUUNG TILE LAYOUT I L L FLUORESCENT LIGHT FIXTURE BELOW MENU BOARD. FLUORESCENT UGHT FIXTURE AT END OF MENU BOARD AND CONCEALED FROM PUBLIC VIEW. SAME OPPOSITE. C2 09` -10' A.F.F. (F.V) I FLOURESCENT FIXTURE. INSTALL UNDER TRAY SLIDE. RE: 1/A3.0 \ I IFLOURESCENT FIXTURE. INSTALL UNDER TRAY SLIDE. RE: 1/A3.0 I LAMB IFLOURESCENT FIXTURE. INSTALL UNDER TRAY SLIDE. RE: 1/A3.0 RE CEILING PLAN IS FOR REFERENCE ONLY. SEE MECHANICAL AND ELECTRICAL PLANS FOR ACTUAL LOCATIONS OF LIGHT FIXTURES AND MECHANICAL DIFFUSERS. RECEI Grry of 1 I AY-IN (FII INC; nRrAll n gI1Pcnn1(7 C I ( cTRI IT (' 7T1_ . DCCI I It^TI fl (.en IM(` DI AM /T\ XI Baas, a ran= �,p REVISIONS: ISSJE DATE: 01 -05 -01 PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 TAI - phone: :.26.799 -9893 Facsimile: 1926.4055.9689 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913- 649 -8181 FIR SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA REFLECTED CEILING PLAN PANDA EXPRESS SOUTHCENTER MALL RECEI'd cIn of n A1.1 EV:A: , :0 12/A3.0 RE: A2.1 FOR KITCHEN ELEVATIONS _ 1/2' CV r 24" R.I.H. & 4' FROM CENTER OF HAND SINK - - - - - -- 1/2' HW 0 24' R.I.H. & 4' FROM CENTER OF HAND SINK TRACK UGHRNG CEIUNG MOUNTED RE A1.1 PANDA EXPRESS LOGO, B.O. LOCATED AT 5' -6' A.F.F 9' -10' B.O. LL SOFFIT G.C. TO AVON FINISH BETWEEN EXISTING GYP. BULKHEAD & NEW SERVICE GYP. CLG. BEYOND - TRACK LIGHTING SOFFIT MOUNTED RE: A1.1 AREA REQUIRES BLOCKING RE: GEN. NOTE 11/A2.2 PAINT (P1 -5) ALL GYP. BDL SURFACES COVERED BY EQUIPMENT AT FRONT COUNTER AND APPLY TILE (T7) AND BASE (QTB) TO ALL EXPOSED SURFACES. 0' -0' EX. RN. FLOOR 1/2'6 CONDUIT FOR NEON ID SIGNAGE NEUTRAL PIER FINISH BY LL. G.C. TO PROTECT AND RESTORE TO 'UKE NEW CONDITION UPON COMPLETION OF WORK TRACK UGHTING CEIUNG MOUNTED RE: A1.1 9' -10 B.O. LL SOFFIT G.C. TO ALIGN FINISH BETWEEN EXISTING GYP. BULKHEAD & NEW SERVICE GYP, CLG. BEYOND TRACK UGMING SOFFIT MOUNTED RE: A1.1 1/2'0 CONDUIT FOR NEON ID SIGNAGE NEUTRAL PIER FINISH BY LL ---- - - - - G.C. TO PROTECT AND RESTORE TO 'UKE NEW CONDITION UPON COMPLETION OF WORK PAINT (PI-S) ALL GYP. BDL. SURFACES COVERED BY EQUIPMENT AT FRONT COUNTER AND APPLY TILE (T1) AND BASE (QTB) TO ALL EXPOSED SURFACES. 4 o'-o" EX. FIN. FLOOR 1/A3.0 Q.P.P. I } PHOTO LIGHT BOX AS PROMO BY PANDA EXPRESS INSTALLED BY G.C. \ 12/A3.0 i RE: A2.1 FOR KITCHEN ELEVATIONS SERVICE SECTION n 2 n v crA 10' ® C -A LL CENTER OVER SH REGISTERS 'k Infai In= EXISTING TILE BULKHEAD AS - - PROVIDED BY LL G.C. TO REPAIR ANY DAMAGE TO SOFFIT AS REQUIRED TO A 'LIKE NEW' CONDITION - 2 AIL- ROD¢ CEILING (TYP.) G.C. TO VERIFY LOCATION OF LL PROVIDED LEXAN SIGN 4, 7' -0' B.O. OF 15 -0' CLEAR MENU BOARD EXISTING NEUTRAL PIER FINISHES — AS PROVIDED BY LL TO REMAIN CUSTOM STAINLESS STEEL AND GLASS SNEEZE GUARD � 2' -8' TOP OF TRAY DE LEBGE TRAY SLIDE FINISHES BY TENANT G.C. 7' -0' B.O. MENU BD. PROVIDED BY PANDA EXPRESS AND INSTALLED BY G.C. PASS THRU. REF 13/A3.0 FOR MORE INFORMATION EQ. 7' Q • i =: ; r, PP � iliwi. ; . • •: E■■�° 9?�': ; �B ..,.....:re ■ PPE . ■ E .,. a ..::• <P • ..■ a O ■ ■■ :I -r Off: ■q■■■. I t ... . C ■ qm■ ■■■• u ■o ■■ � ••t m■w uq ■ �q■m■� iii C i n� iial I•� 4' -2 — 21X2' TILE BY LANDLORD. G.0 TO PROTECT DURING INSTILLATION OF SERVICE COUNTER G.C. TO PATCH AND REPAIR AS NECESSARY TO 'LIKE NEW CONDITION 1) V 4' -2' / NO FINISHES BHIND MENU BD. MENU BOARD SOFFIT. G.C. TO PAINT ALL EXPOSED AREAS NOT COVERED BY TILE �1 \ - CASH REGISTER W/ STAINLEl STEEL ENCLOSURE SURROUND. NO CORDS, WRING, ETC. SHALL BE EXPOSED. RE: 51.0 RETURN GRANITE FINISH ONTO EXPOSED SIDES OF TRAYSUDE, G.C. TO EASE EXPOSED CORNER (TYP. 0 BOTH ENDS) RETURN WOOD FINISH ONTO EXPOSED SIDES OF TPAYSUDE, G.C. TO FINISH EXPOSED CORNER WITH S.S. CORNER GUARD. (NP. 0 BOTH ENDS) STOREFRONT ELEVATION SCALE: 1 2 " =1' -0" S SERVICE ELEVATION n i of e asa, 4:,? Pantl Esprcss :M1ia soacffic o rangements o ans ma e .Y peron., m fr, c pom lia" «nHer: partniaaion of 114,M IT„. ISSUE DATE: 01 -05 -01 1ST 2No SRC 4TH 5TH 6TH PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 T.: ..phone• 628 799 9898 Facsimile: ,526.40 =.8€88 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE N0. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TU KWI LA, WA A2.0 INTERIOR ELEVATIONS PANDA EXPRESS L L L L T if u u 1 L m L u-- u u a ii 1111- O'HOLD CLEAR FO� MENU -BD. FINISH TO FINISH MI I LI4C I> u n u , L14C I ii " I me I 1■ ii — I u n H u u u I u u 6 u u / 02 ) :: - ---4 ' O F /Ii , - -d —L ': L (0 : , J G 4 V V V 4 V 4 Q 1 PV 12/A3.0 RE: A2.1 FOR KITCHEN ELEVATIONS _ 1/2' CV r 24" R.I.H. & 4' FROM CENTER OF HAND SINK - - - - - -- 1/2' HW 0 24' R.I.H. & 4' FROM CENTER OF HAND SINK TRACK UGHRNG CEIUNG MOUNTED RE A1.1 PANDA EXPRESS LOGO, B.O. LOCATED AT 5' -6' A.F.F 9' -10' B.O. LL SOFFIT G.C. TO AVON FINISH BETWEEN EXISTING GYP. BULKHEAD & NEW SERVICE GYP. CLG. BEYOND - TRACK LIGHTING SOFFIT MOUNTED RE: A1.1 AREA REQUIRES BLOCKING RE: GEN. NOTE 11/A2.2 PAINT (P1 -5) ALL GYP. BDL SURFACES COVERED BY EQUIPMENT AT FRONT COUNTER AND APPLY TILE (T7) AND BASE (QTB) TO ALL EXPOSED SURFACES. 0' -0' EX. RN. FLOOR 1/2'6 CONDUIT FOR NEON ID SIGNAGE NEUTRAL PIER FINISH BY LL. G.C. TO PROTECT AND RESTORE TO 'UKE NEW CONDITION UPON COMPLETION OF WORK TRACK UGHTING CEIUNG MOUNTED RE: A1.1 9' -10 B.O. LL SOFFIT G.C. TO ALIGN FINISH BETWEEN EXISTING GYP. BULKHEAD & NEW SERVICE GYP, CLG. BEYOND TRACK UGMING SOFFIT MOUNTED RE: A1.1 1/2'0 CONDUIT FOR NEON ID SIGNAGE NEUTRAL PIER FINISH BY LL ---- - - - - G.C. TO PROTECT AND RESTORE TO 'UKE NEW CONDITION UPON COMPLETION OF WORK PAINT (PI-S) ALL GYP. BDL. SURFACES COVERED BY EQUIPMENT AT FRONT COUNTER AND APPLY TILE (T1) AND BASE (QTB) TO ALL EXPOSED SURFACES. 4 o'-o" EX. FIN. FLOOR 1/A3.0 Q.P.P. I } PHOTO LIGHT BOX AS PROMO BY PANDA EXPRESS INSTALLED BY G.C. \ 12/A3.0 i RE: A2.1 FOR KITCHEN ELEVATIONS SERVICE SECTION n 2 n v crA 10' ® C -A LL CENTER OVER SH REGISTERS 'k Infai In= EXISTING TILE BULKHEAD AS - - PROVIDED BY LL G.C. TO REPAIR ANY DAMAGE TO SOFFIT AS REQUIRED TO A 'LIKE NEW' CONDITION - 2 AIL- ROD¢ CEILING (TYP.) G.C. TO VERIFY LOCATION OF LL PROVIDED LEXAN SIGN 4, 7' -0' B.O. OF 15 -0' CLEAR MENU BOARD EXISTING NEUTRAL PIER FINISHES — AS PROVIDED BY LL TO REMAIN CUSTOM STAINLESS STEEL AND GLASS SNEEZE GUARD � 2' -8' TOP OF TRAY DE LEBGE TRAY SLIDE FINISHES BY TENANT G.C. 7' -0' B.O. MENU BD. PROVIDED BY PANDA EXPRESS AND INSTALLED BY G.C. PASS THRU. REF 13/A3.0 FOR MORE INFORMATION EQ. 7' Q • i =: ; r, PP � iliwi. ; . • •: E■■�° 9?�': ; �B ..,.....:re ■ PPE . ■ E .,. a ..::• <P • ..■ a O ■ ■■ :I -r Off: ■q■■■. I t ... . C ■ qm■ ■■■• u ■o ■■ � ••t m■w uq ■ �q■m■� iii C i n� iial I•� 4' -2 — 21X2' TILE BY LANDLORD. G.0 TO PROTECT DURING INSTILLATION OF SERVICE COUNTER G.C. TO PATCH AND REPAIR AS NECESSARY TO 'LIKE NEW CONDITION 1) V 4' -2' / NO FINISHES BHIND MENU BD. MENU BOARD SOFFIT. G.C. TO PAINT ALL EXPOSED AREAS NOT COVERED BY TILE �1 \ - CASH REGISTER W/ STAINLEl STEEL ENCLOSURE SURROUND. NO CORDS, WRING, ETC. SHALL BE EXPOSED. RE: 51.0 RETURN GRANITE FINISH ONTO EXPOSED SIDES OF TRAYSUDE, G.C. TO EASE EXPOSED CORNER (TYP. 0 BOTH ENDS) RETURN WOOD FINISH ONTO EXPOSED SIDES OF TPAYSUDE, G.C. TO FINISH EXPOSED CORNER WITH S.S. CORNER GUARD. (NP. 0 BOTH ENDS) STOREFRONT ELEVATION SCALE: 1 2 " =1' -0" S SERVICE ELEVATION n i of e asa, 4:,? Pantl Esprcss :M1ia soacffic o rangements o ans ma e .Y peron., m fr, c pom lia" «nHer: partniaaion of 114,M IT„. ISSUE DATE: 01 -05 -01 1ST 2No SRC 4TH 5TH 6TH PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 T.: ..phone• 628 799 9898 Facsimile: ,526.40 =.8€88 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE N0. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TU KWI LA, WA A2.0 INTERIOR ELEVATIONS PANDA EXPRESS CONCEALED BLOCKING AS INDICATED BY THE DASHED BOX AREAS AROUND WALL SHELVING, SINK BACKS, ETC. SHALL CONSIST OF THE FOLLOWING: - BLOCKING 0 ALL RATED WALLS SHALL CONSIST OF 6" 20 GA. METAL STRAPS INSTALLED PRIOR TO INSTALLATION OF GYP. BOARD 0 ALL AREAS REQUIRED FOR FASTENING EQUIPMENT SECURELY TO STUD WALL. - BLOCKING © ALL OTHER WALLS SHALL CONSIST OF 5/8" PLYWOOD SHEATHING IN PLACE OF GYP. BOARD WITHIN DASHED BOX AREAS. FINISH OVER WITH SPECIFIED WALL PANEL FINISH PER KITCHEN ELEVATIONS. GENERAL BLOCKING NOTE 11 NOT USED CD SCALE: 1/2" CW 0 64° R.I.H. AND - - - -- 4 FROM EDGE OF MACHINE I i J -BOX 0 64° R.I.H. : AREA REQUIREING BLOCKING - - 2 - AREA REQUIREING BLOCKING i RE: GEN. NOTE 11/A2.1 � / GEN. NOTE 11/A21 / RE: I OUTLET 84" A.F.F. STAINLESS STEEL ENCLOSURE FROM SUSPENDED FROM CLG. � TOP OF WALK-IN CO N COOLER ER TO TO CEILING G.C. TO MOUNT ALL BY G.C. FABRICATION DIMENSIONS AREA REQUIREING BLOCKING RE: DEN. NOTE 11/A2.1 G PROVIDE M D SHELF---- BLOCKING FOR AT 36` M A.F.F. 1 ... ....,, AF.F AND 4" FROM MOP SINK CENTER 1/2 CW R4" FROM AT 36 °- AF.F AND 4" MOP SINK. CENTER I �\ ELECTRICAL FOR MANAGER / N. SHALL BE VERIFIED AND MATCH STATION IN ADJ. WALL / DIMENSIONS OF WALK -IN COOLER ® / HOSE REEL / ' I c� z i - 11-1013H 01111130 .0-,01 5' -11j° ' � _! { / � / F— MEN W � �.. I ; ; - _ Pl e /dir d' �r.07" % % / /� „ - - I - ' //f / / B r &S; /����j� ///��i . i 1 ,.. / /� % //� �� / /O / / /�� . �n. r t e / / OUTLET 1/2" 1•11V A.F.F. VEG. ` -, • I .I./ i i vii ` _ I.II.I iM ,t mum F ! i• I ® � .I I / 11111 IIVIIU.I•In 0 50" R..H. -- -- R.I.H. AT 14" AND 4" LEFT OF SINK CENTER UII IIIBA.I...•IUVI.I 1. . F.S, F.S. L- OUTLET 41 50" R.I.H. -1/2° CW R.I.H 1/2 I-IW R.I.H. AT 14" A.F.F. AT 14" A.F.F. AND 4" RIGHT AND 4" LEFT OF VEG. SINK OF POT SINK CENTER CENTER r GD 1/2 POT SINK •� F.S. L' CURB CW R.I.H AT AND 4" RIGHT CENTER MID ON 6 CONC. RE12/13.0 14" OF _ � � 11a-F , IuII■NIMI ❑T2 NOT USED CD VEG PREP AND POT SINK ELEV. © MANAGER'S STATION -I- SODA FTN ELEV. O SCALE: SCALE: 1 4 " =1' -O" SCALE: 1 4 " =1' -0" STAINLESS STEEL FROM TOP OF HOOD AREA REQUIRING TO CEILING BY G.C. FABRICATION BLOCKING REF GENERAL DIMENSIONS OF ENCLOSURE SHALL BE NOTE 11/A2.1 - VERIFIED AND MATCH HOOD DIME MIIIIMMEINI IG HEIGHT A.F.F GAS 14" R.I.H. 8 SIDE OF FRYER GAS 10' R.I.H. FROM CW LINE 1 1 1H0I3H 00130 .0-,0L a Q BEHIND COT Emir Imo iI I lid �� f / rN � E i / / / 1rsi� l 11F1 ofra Uou I W�11 . tom'® ► ItblM!�NEM�M��G��O�I�MnfllOfll� x 12RI.H i----1/2- GAS 40" R.I.H. @1114 R.I.H. AND 25" FROM SIDE OF CHINESE GRILL \ -1/2 1 AND FROM 1/2" 9" OUTLET 41 84 -, R.I.H. NOT USED CD COOK LINE ELEVATION ® PREP TABLE ELEVATION OPP. COOKLINE CD SCALE: SCALE: 1 4"=1' 0" SCALE: 1 4"=1' 0" AREA REQUIRING OUTLET 96" A.F.F BLOCKING REF: y_g• \ X1/2" CW 9D" AF.F GENERAL NOTE \ PROVIDE REQUIRED STAINLESS STEEL FLUSH WITH SRIPTO FINISH OOUT PANELS FLUSH WITH ' W -IN COOLER 11/A2.1 f / a ° III 1xP1 U \\ ; / /' _,, 111013H 01 .0 o -- i. ii AND AND 14 8'7. ID 6 1 ' — E. I 1 �Limm. ,0-,G I I �� 1/2" HW AT 24 CENTER OF HAND 7 /N" CW FT AND CENTER OF HAND R.I.H. SINK S I.H. SINK ! I i � iB m lrlBwmm 4" FORM — 4 FORM :i © n a•EINIrbu11•b�1�a�O•••� ® ' D -- ®2 MCT Ii r n I -1AKIM QIMV/ ennn DA1!l IDA DTI AI (Y1r111 I !KIP PI I=\ /ATIC'M PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Calirornia 91030 f Iephone: 626.799'1',98 Facsimile: 626.405.8688 :ao REVISIONS: ISSUE DATE: 01 -05 -01 OS DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913 -849 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA A2.1 KITCHEN ELEVATIONS 1`L I j 3/8" CLEAR GLASS AT FRONT 1/2 CLEAR GLASS ON TOP HATCO DISPLY LIGHTS - 3 p.. 1 /4" (OTHER - ._t HATCO 3/8" - -- 1/2" SN F�� 3,5. CLEAR PLEXIGLASS SIDE SIM.) - - - - - -_ 12 "' 3 rt., -� "e ms . _:,,. �_ DISPLY LIGHTS CLEAR GLASS CLEAR CLASS / - _ -.._.. 1 2 / ° _ -- _.. _ -, -- -MOUTH AT FRONT ON TOP 60" A -- - 54 -- ' A.F.F. ZONE 1' - 5" - J2 '1 I \ ',„ 1.", \ �� - - -iNE. RN. OVER 5/8 GYP. BRD. BACKING / � i � T�pp FURN k INSUIL / S/5 7 BeR - 2 SIDE j - --CLR SILICONE ft.o T. wEpv s - sxr ® ' 247(24"X10° MOP SINK I 1 �. 2 � - / SEE MO P MIN DET 13/4ALUM. 4 ® : �al / zz° 18" r!� � � .SF�ID.N -S 1 �I I I CONC. CURB TYP. ® MOP SINK DETAIL SCALE:1 1 /7'' =1' -0' SCALE: 1 " =1' -�" I M VERIFY = cv - n Imo— ..:...:..:: ... :. \, i .. ..' ..,. °..':._:..'. .: ` ` . ' .. ' , • ' ...:. . - .. - .. ," .: ... ' (C,A3-8>.. iLY ,, 3 "'I I TP. I . i r . n �,� I ♦ I j 5 /8" GYP. BD. OVER 3 5 8 MTL STUD FURROUT WALL ° KITCHEN AREA & WP2 IN KITCHEN WILE - ---�-- `I .. SS FLASHING BEHIND SS :. -... .: ) 1 „ P� \ \Y/ v o �\ I © SM ALL BRACKET WALL PANEL AND ON TOP OF Q.T. BASE r: • _- II°� p 11 1 j . / I � I I) / .,� j ::::::::OSD 2X2 / / \ \ 3„ o 1 � ' COVED Q.T. e :� QUAR RY T1 BASE PROVIDE W A \ / \ lip\ o ( c J 1 \ \, *—A) / \ I I ' \ I \ \, ® SLOPE FLOOR TO ROS LDVE DRAINAGE - 1/2 0 WALL TO 0 @ 24 AWAY TiB E 8 UP \ � 7 ; , I //, i 2 X 2 TILE ON WALL AND 1 I 1 .� a ' , I 4 , -0 n v Y / (TYP) \ BASE BY L.L. NOTE: VERIFY ALL WALL. PLACEME DIMENSIONS W/ ELECTRICAL PANEL SIZE. SPACING, MD MOUNTING HEIGHT REQUIREMENTS PRIOR TO CONSTRUCTION. 111111 ' 5/ 8" GYP. BD. OVER 6" MTL SEED PARi1TI0N FINISH PER FIN. SHEDULE 5 /8 GYP. BD. WALL t�P1 I _ I� -` \ 3/8" ALUM. TILE BASE BY L.L. CHANNEL QUARRY TILE - -. SNEEZE GUARD DTL, 15 TRAY SHELF DETAIL C ELEC. PANEL ENCLOSURE ( WALL BASE DTL. * COOK LINE SCALE: � E <- -- - -- DIM. STARTS. - - 1 ' -- - -- > < - t t 1111°I,' I DIM. STARTS. - - -- > NEW WALL FINISH PANDA G.C. EXISTING WALL FINISHES IN PHASE BY TO PREP FOR NEW NEW N ALUMINUM INSIDE OUTSIDE 3 5 MTL STUDS _, -- /B" i /�'-I ....... , %. 'F EXISTING NEUTRAL PIER TO REMAIN (SIMILAR) = \ COOL WALL ,L� V \ \ \\ � . -\\‘‘. \\ \N\ \ v ,. E• S.C. TO FIELD G.0 NOIE: INSTA TO PROVIDE A INSTALLER WATER -TIGHT SEAL BETWEEN aarroN of COOLER Box WALL & QUARRY nLE FLOOR / �- / rN SE VERIFY ALL ASSOC. DIM., GO'.., MATERIALS ETC. / i/ /� i j j � � �/i / / //, /•' / �% � /� /r c / � � %� j . / � /�j � �%�� / i// �/ �� `` W PRIOR ORK ® TO NEUTRAL BEGINNING •I 5/8" GYP. BD. 1 2 22GA. / ° �\\ \\ \ \\\ \ \ \ \ \\� \\ I � •� L- ' -2 THRESHOLD SET IN BED WARRY TILE EXISTING CONC. SLAB MD REPAIR AS INSTALLATION OF CCONT. . SEALANT — IXISRNG BASE BED TO REMAIN OF SILICONE SEALANT NEW TILE Q11AR17Y FLOORING PER /� �j i� / % �� �� / / /� /, �i / / / ,,• /� �/,. , / \ MTL STUDS ®16" Q.C. FLOOR FINISH ', � %;/i . / % ,� i / / DEMOLRION GENERAL CONTRACTOR IS RESPONSIBLE FOR WOOD BLOCKING ADEQUATE TO SECURE TENANT MENU -BD. IF NOT E %ISTING SCHEDULE. T a :A.,- a � / OVERWRAP EDGENO TILE EDGE / ' T ILE FINISH \ MATERIAL PER \ \ SHEET A -2 LINE OF COUNTER 1 OVERHANG ABOVE I �iJ —LINE REVEAL ° a � � a EOIS1NG CONC. FLOOR. ( ,.v ' -- X3/4" LIG 1 �- FIRE TREATED PLYWOOD BLOCKING CONT. IF NOT EXISTING HED MEN BD. PROVIDED P EX PRESS AND NSTALLED BY G.C.MTD. TO WOOD BLOCKING 0 16 O.0 t'n TO REMAIN. PATCH— FLOOR FINISH. REVEAL RET — 1 _ ABOVE. TERMINATE 1 r 0 B.O. GRANITE -- /�////� TILE SURFACE -- I;-L" ' BY / I AFIRE TREATED BACKER FOR TILE WALL DIMENSIONS 14 OOR THRESHOLD DETAIL j WALK —IN COOLER BASE Ci) NEUTRAL PIER ® GENERAL CONTRACTOR IS TO SECURE MENU - BD. AS PER MANUFACTURER'S RECOMMENDATIONS SCALE: NO SCALE SCALE: NO SCALE SCALE: 3/4 " =1' - 0" SCALE: 3 " =1' -0" N - - -- 2 14 o OPEN - 1 t - -- . 2 "y I , - - - - -- -- I ■ \ s (—(E) ROOF CONSTRUCTION / KITCHEN SERVICE 1' - '- I SERVICE L I 1B �r-,r. COUNTER — y �' = 1 1 „ R 3/8" POLISHED 0 v - 8.0. MENU BD. ELAN. 7 -0° $ E1 OR ® (SEE SCHEDULES) SILICONE JOINT SEALANT METAL SOLD WALL RE WALL TYPE SCHEDULE TILE RE: A2.0 SERIES FOR FINISH INFORMATION - -6" COVE BASE QUARRY TILE TAPER TESTING BED FROM O ' \ I \ `- 3- #10 SCREWS I I % 25C . I �- TI 5/8 E/ 2 4" O.C. 4 _ _- 1 2 EI W ALL TO 0 ® 24" FROM WALL TO ENSURE PO l ,k ) DRAINAGE (TYP) ° CEMCO" METAL STUDS ICBO 3403P L.A.R.R. # 29923T �cJ ♦ I �; MTL SNDS ALTERNATING I ®48 "O.C. PE "X" GTMYPP,'.. BRACKET BEYOND BD. lA'�2 \ °p I 1 I - - PANT WHITE �; PAINTED WHITE FGR 1 MAX. REFLECTION 1/8" LIGHT FIXTURE 1/8" CLR. ACRYLIC SECURITY COVER 6 COVE BASE QUARRY TILE �— 8 p N v �� F EN _.. L . ._. ,l_- __ - -, \ SERVCE ELEVATION \ QUARRY TILE SLOPE FOR POS RIVE DRAT EXISTING CONCRETE REMAIN. PATCH REQUIRED PRIOR OF NEW FLOOR --- E ,,... .. v a� QUARRY TIIE SLOPE FOR �. IPOSRNE D' .., , ..n ,,,- ,�..,,,..,.,. NAGS —" / / \ / \ 3 4" BOLT ® 16" ac. iTO. NEW FLUORESCENT LIGHTS RE: A1.1, A2.0 AND A2.1 -- _ cp — —_1. - - -" / �I I - I - - • - - - - CEW -SE E � SCHEDULES NG -- l� STAINLESS STEEL EQUIPMENT d �, o FRP WALL - __-_- S. STEEL FRAME - -- PANELS (KITCHEN) -' - - � - CEILING -SEE SCHEDULES - 0 /B 'X TYPE GYP <1 �1 a a a .BD. TO WN AP &SAND T ED W/ FINISH CE TO CE WNG (SEE SCHEDULES) 25 GA. MIL STUD "HILT" V w —� S.S. BASE OR I PER L.L.'S REQUIREMENTS ��� I L SLAB TO AND REPAIR AS TO INSTALLATION FINISH. NOWT WATERPROOFING 0 FLOOR SHALL LAP ONTO DEMISING WALL AND TERMINATE 8" A.F.F. AND EXTEND MIN. 24" AWAY FROM WALL RE: SPECS I POWER DRIVEN PINS ®24" O.C. MAX. TYp. U.N.O. I.C.B.O. # 1290 LA.R.R. ,{2582 - ..T - -�.- " " "" - -_ -- - -- CERAMIC TILE (SERVICE AREA) I 3/8" R QUARRY TILES — 5A/ A l 1 CI A Int= PICT A 11 FirrNN i1F%P° 0,011 II\ rim P1I T A 11 A ideas, tleail p reeemea Pantla E "preae [o vnV REVISIONS: A A ISSUE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 79 a8 �ar.� rnile 626.40.5.8G88 SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA A3.O TYPICAL DETAILS plane indicated (agave o' e Ideas, tlesigna, t,v pr d�aaioaea H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913 - 649 -8181 PANDA EXPRESS SOUTHCENTER MALL i PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califernia 91030 i , .l .phone: 626.799.98'18 Fa %simile: €26.403.8688 daeigns, tliaclosM REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913- 649 -8181 STAMP: PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA A3.1 TYPICAL DETAILS NEW 18 GAX3 5/8" MR r EXIST DEMISING WALL. IF CDUNG O 13'- 0'±&F.F. VERIFY W/ WRt. H1R. - SNp FELL HEIGHT OF PLATFORM LEDGER -- -_ -. ___�. BLOCKING EXPO D SURFACES T1P.) NEW APPLY �1!,( WNUFAC. REQ. CLEARAN 4 CLEARANCES) RETURN CEILING TILE AIDES OF RAISED AREA TO S LOWER CEIONG HAG jLAY -IN CDUNG. 11111.111.1111111.111111.111.1111 11111111.01..111. 1 CDUNG. 04 G FOR TYPE `Nla LION EXISTING DEMISING WALL '- WATER HEATER AMX.. WT= 1200LBS 1/2• FIRE TREATED PLYWOOD � z N - / 6' -0' MAX. ' . - _ NEW 18 GAX3 5/8' MR STUDS FULL HEIGHT OF PLATFORM I IXA1111 p LANDLORD. R0NN CCYYpp�� WNG gg UD5 7DLANT ec NEW 18 GAX3 5/8" MIL � � / CDUNG 0 �_�_ ` � ii')1 -0' OF.F. 3'_ MINMUTA 0 STUD UNDER JOIST 16 GAM' STUDS(AMS 1, / - 3/4" PLYWOOD SCREWS O.C. E. 12 O,C, F. VERIFY WATER HEATER REQUI CLEARANCES Ii11'CDAI°nE To ,�yARIES� Y HDS 600 OR EQ.) NOT USED 16 NOT USED 12 LAY -IN CLG. RET. * WTR. HTR. (PLATFORM PLAN VARIES RE: A1.0 FOR PLATFORM DIMENSIONS) PLATFORM PLAN O SCALE: SCALE: SCALE: 1 " =1' -0" NOT USED SCALE: 3 " =1' -0' 18 SCREWS 0 6" O.C. 3/4' ORE TREATED PLYWOOD �7-- /6 SCREWS 0 6' O.C. \ i ANS TENDS 600 0 12' O.C.f 1/2° FIRE TREATED PLYWOOD II 5... � 18 GA TOP TRACK II MS 18 HDS 3 5/8" OR EQ. I CD .f A RED HEAD 5/320 SHOT PINS N 0 8 O.C, `� .. -. ! U I r - #6 SCREWS 0 6' O,C. J IP 18 GA. BOTTOM TRACK . • — A 0 NOT USED 15 NOT USED 11 SCALE: SCALE: SCALE: SCALE: 3 " =1 ' -0" D j WATER HEATER BEYOND �\ -�_ - / \ (TYP,) . / \ I O 0 1AIPI / I SILICONE SEAL SAFE TO COUNTER WALL, TYPICAL. ANCHOR BOLT SCREWS 0 6' O.C. SCR 18 SCREWS 0 YE O.C. ( ') — 20 GAX3 5/8" BLOCKING < ROQ� STRUCTURE ABOVE - VOID SPACES WITH COMPRESSIBLE THERMAFlLLER INSULATION `✓ A Cz WHEN 5/8' FR. Or. BD RUNS PARALLEL -- --'--- TO THE METAL DECK / NONMETAL DECK / FLUTES EXTEND 5/8 GYP. BD. TO THE TOP OF THE DECK. PROVIDE FIRE SHIELD - „_., ,.�,:;�„ .,— „— „— ,., — „ —.. �, �„ ter— „.ter � " ,,, „— „,,,„, - 1 / / SAFE TO CONCRETE CURB 6 °H. 18VW- "D. �'�- SEALANT AT JOINT GYP WHEN 5/8' R. P. BD RUNS PERPINDICULAR TO THE METAL DECK / NONMETAL DECK FLUTES EXTEND GYP. 8D. • TO THE THE DECK. AOND CUDECT GYP. \ / / i � / � G ! „' y _ / �., x 18 CONC TE PAD SILICONE SEAL SAFE TO WALL. TYPICAL. / ® ^ _ \ `� 3/4" FIRE TREATED PLYWOOD J / ANTS i6HD5 600 0 12' D.C,i EXISTING DEMISING WALL CO OOF M BD TO NFR'0 ROFILE F K. P 4 \ PROVIDE ARE SHIELD SEALANT AT JOINT. FINISH INSDE WALL SURFACES W/ 5/8' TYPE 'X' WATER RESISTANT GYP, BD. AND FRP FINISH PER FINISH SCHEDULE. - ` SEALANT CON'. BOTH SIDE 20GA GALVANIZED METAL ARE TRACK ""`” . `-` � -.. .....,..,..., e - ° I I S I �- ----1 A < SHADOWUNE W/ SUP CUP W/ 2 WAFER HEAD SCREWS AT EACH SLIP TRACK CORP. 800.394.9875 OR EQUAL UL# HW -S -0012 _ -DO NOT TAPE TOGETHER — 5 /B” FIRE RATED GYP. BD. TO DECK ABOVE. PROVIDE J /4" SPACE AS SHOWN FOR DEFLECTION. PROVIDE 6 206A AT 16" -- ,.-- NOT USED 14 FLR. MTD. SAFE DTL. 6 SECTION B -B C2) SCALE: SCALES -1 2 " =1' -0” SCALE: 3 " =1' -0' I < MTL STUDS D.C. W/ HORIZONTAL STIFFENERS AT 10' -0" O.C. (MAX) QO NOT ATTACH TO TOP TRACK, iB SCREWS 0 6' O.C. EXISTING DEMISING WALL CONTINUOUS COLD ROLLED STEEL CHANNEL SNAPPED INTO SLOT IN METAL STUDS. LOCATE AS FOLLOWS: A)2' - (MAX) BELOW TOP SUPPORT TO HOLD STUDS VETTTICAL 8) 10'-0" O.C. (MAX) TO DISTRIBUTE LATERAL LOADS. — 5/8' FIRE RATED GYP. BD. FROM FlFiSHED - FLOOR W/ 3/4' GAP FROM END OF GYP. 1 BD TO END OF STUD ABOVE ALL JOINT TO BE TAPED AND SANDED (1HR ARE RATED ASSEMBLY) 2 -18 SELF TAPPING SCREWS PER STUD ` „' 18 HDS 600 BLOCKING " % —" '� '� L -18GA 1 1/2 X) j - / SCREWS 1/2" STUD SCREWS 600 , : 18GA. BLOCKING 1 `, „ _1 i QTB ,M \ PROVIDE NEW 3 5/8" TYPE -- \ .* 'X' GYP. BD- FULL HEIGHT TO B.O. DECKING IF NOT EXISTING. (TENANT SIDE OF \� WALL ONLY) `;' 1 18 HDS 3 5/8 UNDER EXISTING STUDS EEN EXISTING DRYWALL r L -18GA. 1 1/2'X1 /',,. 1/2"X3 1/2" W /32 - IA SCREWS TO STUDS NEW RED HEAD SHOT PIN. < i PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califernia 91030 i , .l .phone: 626.799.98'18 Fa %simile: €26.403.8688 daeigns, tliaclosM REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913- 649 -8181 STAMP: PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA A3.1 TYPICAL DETAILS LAYOUT DATA STORE TYPE SBASDJ ON S;VR SALES STORE AREA 835 su. Fr INTERIOR SEATS - SEATS DRY STORAGE SHELVES 165 sa. Fr 27.5 L, . COOLER SHELVES 19 LF . i D DIRECT CONNECTION RIH ROUGH IN HEIGHT (TO CENTER OF CONNECTION) . UPPL GAS WASTE COLD WATER HOT WATER CONNECTION LOAD I PRASE H.P. VOLTS REMARKS BY ITHICEM®I ®_ ®_ ®__ESI DIMENSIONS MANUFACTURE MODELS EQUIPMENT NO. SERVING AREA EQUIPMENT SEE DETAIL SEE PLAN KEC CUSTOM SERVICE COUNTER 1 SEE DETAIL SEE PLAN KEC CUSTOM SNEEZE GUARD 20" 1 /2" ==111=11111111MMIMMINIM=EWIIIIMETIMMITIE =MIIIIIMIIIIIIMIENNIMMENIMIESIIIM 4800W E11111111111131 —SESZEIMIIIMIMMEEZ■I - -__ ®_ __ •1111=311_II1111- - ® — ®E=M ------- Ei- -SIMI_ ITIMM111 ---------- - - - - -- ON 6' CURB SEE ELEV. DWC WALL MOUNT 24 04' C DC 44' J -BOX ■■■■■■N®■■■M.... _ PS ■■■■■■ 1 �■® - - -- ©1:591_ ®__ __IIEI ©__ - - - - -- -- - - - - -- 120'x42' 16'X 3V (EACH) 30 X38 - X30° 22'0x15' -111211ME® ®1191ESI-- 11111111MIMMEIMMI rrurh:sITI El _________ _ __ PANED -01 EZI M111" M----.-.-1.��_� PER -55A-N ET:1.i ----------- - - - -_(�}�— `�® '®. -- -- ®__ - - -__ / I __I.C/Lti SELF CONTANED 63' x 93' KEC CUSTOM NSF WALK -IN COOLER ANT EIN __••___••_GIE111___ 115 SELF CONTAINED 55'x33 I/4 ° x81 ° RANDELL 202OF S5" FREEZER El EJE esa�e�e�a7 et: T rs rs+ m� _ ∎=� =_ =.ii_r!�s- ..wagem llt I III Sm .. i R.T_ 7��Iwcx ..,,. ....... - - - -- - -- ©I�®® SELF CONTAINED 72'x33'x35' RANDELL � 72" REF. PREP. TABLE m !� -- - - -� -- � ______ SELF CONTAINED 72.18'x32' KEC OVERHEAD SHELF Ell 50' C GENERAL GSM -1 66 FOOD PROCESSOR 1 2 115 7 1/2' x8 1/2' x20° VITA -MIX 748 SLENDER 46A SMALL EQUIPMENT WALL SHELF BY OTHER CUSTOM DETERGENT SHELF 51A ■■■■■■■■M■ 1 ::: — 115 ----- - - - - -- 1 — _ ____® ZEIMI MENSI______ ---------- - - - - -- GC GENERAL CONTRACTOR EC ELECTRICAL CONTRACTOR KEC KITCHEN EQUIPMENT CONTRACTOR 1 BM (ORS - 775) 2 COMPARTMENT S.E (NO B(SPL) 1864 POLISHED SS. 1864 POUSHED S.S. ON S COUNTER EAGLE KEC 50W __® --- - - -- - -- 5 -- - - -- CUSTOM PROGRAMMED CUSTOM PROGRA181ED SEE SEC. DWG EMI rp MO Ul+'ai ®11111=11111 HAND SINK IN SERVICE COUNTER 24'x18' 20' 4"x20 98'X30' KEC CUSTOM- PS -98R POT SINK 69'x30' KEC CUSTON-(VS-96) VEGETABLE SINK SEE PLAN KEC CUSTOM NSF WORK TABLE (ISLAND) 12' DEEP KEC CUSTOM NSF WALL MTD. SHELF 12"DEE• 16' DEEP KEC CUSTOM NSF WALL MTD. SHELF 16 SEE PLAN FOR SIZE 160 22.20'x15' NSA -TO -FK 5 -TIER 1.91271314 24' C 505W 1 C 100W 1 11 1/4x14 1/2 RESNOS S 460 115 CUSTOM 115 SEE DETAIL SEE PUN 72'1(26 NEC VARIES VARIES POS EQUIPMENT CASH REGISTER SYSTEM (2: 81 SEE MECM. DWG. FLOOR TYPE SEE PLUMBING DWG SEE PLAN EMI LOCK CUSTOM CUSTOM VARIES FIRE EXTINGUISHER HAND SINK PAPER TOWEL &SOAP DISPENSE LOCKER (2) SAFE COMPUTER MANAGER STATION (TOWER) POS PRINTERS 2 132" D 1000W 115 SEE MECH. DWG. SEE PLAN SEE MEIN. . DWG. SEE PLAN SEE MECH. DWG. SEE PLAN FAX MEP EQUIPMENT CAPTIVE NR CUSTOM EXHAUST HOOD Mt CAPTIVE NR CUSTOM HOOD CONTROL PANEL M4 CAPTIVE ARE CUSTOM ANSUL TANK UNIT SEE DETAIL 12 xT5'x78' - - -- - - --- - -- - MOM MEM 50' 1.11111.1111111 ■ SEE PLUMB'G DWG. 84' C t•<•1UMININIMMININI1•IMIIIIII ∎■11 = PAIN::: MP∎11MIIPM1l9_/RL•1. •ra ■a vr.r ) / •� WilYYiiY:1lr a i ' YliY1Y� ^i •,..::.ru:..n `g SEE PLAN 24' x 24' X 10' SEE CSL'G PLAN SEE PLAN - - - -- _— __I tl _ / 1 __n SEE OR SEIAL l � tl— 117!}IJ�JE�ELT111I1��!!C� —!"'J 901 �!;RI� - - - - - -- - ®� 11 -_® SEE SIGN DWG DEAL SEE SIGN DWG OETAL RUN- 0 -MATIC KEC FRYMASTSt IMPERIAL GOLD BOND S SERVING AREA K KITCHEN (E) EXISTING CWT -15APS CUSTOM MJ35 -SD VARIES AROMA SHARP AIRS -1055S R21 -SC VARIES M-336 CCD 4-PAN FOOD WARMER (2) DROP.IN BEVERAGE DISPENSER CORNEUUS CORNEUUS EVERPURE CUSTOM CARBONATOR SODA RACK CO2 TANK CARBONATOR SHELF WATER FILTER COFFEE MAKER 80DLBS. ICE MACHINE FRYER (2) ROASTER OVEN RICE COOKER WIRE SHELVES RICE WARMER MICROWAVE CAPONE AIRE MOLDED STONE PANASONIC 106HIBA (TIME LAPSE) CUSTOM MSB2424 RECESSED ANSUL PULL MOP SINK GAS WATER HEATER DOOR BELL SECURITY CAMERA SECURITY VCR MENU BOARD 40B 41 42A 43A 438 58 61A 83A 84A MOB P1 SIGNAGE CUSTOM CUSTOM I.D. SIGN LLO.O EQUIPMENT SCHEDULE PLUMBING FS INDIRECT CONNECTION TO FLOOR SINK ELECTRICAL D DIRECT CONNECTION C CONVENIENT OUTLET FS FLOOR STUB OUT DC DROPPED CORD DESCRIPTION 0 OWNER PANDA EXPRESS, INC. M1-01-14 1 -5 -00 P2 E3 E4A E4B NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMNET CODE. WORK TABLE m I I 7 sa.cr. A o-: 0 0 BELO u I 11 ® LE I S 1 ion h Ur : e I S N. .. 1 ` ill S6 II - 'I Illlr� ii siusnitimunito a, iLl�■.11!LmJJLIILLLJi .■ I'il 0 0 VE •■ Ir.-- A IL 111 r/•11 111"'111 ark IT 1":1 A ■ 1 PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 REVISIONS: cio ISSUE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913- 649 -8181 STAMP: PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA K1.0 EQUIPMENT PLAN INTERIOR SIGNAGE ,.. DEBCSPn01N BIM S3 INTERIOR PICTURES 20 "x24" S4 HOUR SK3N 8 "x10" S5 SNEEZEGUARD SIGNS 1 5/8 "x4 1/2" 88 'START' -I- 'CASHIER' SKI SEE DWG. 89 'EARN A FORTUNE' SIGN 11"X.14 :N i � „_ .,— ' 6/51.0 XPR DA SS S10 'NO MSG' SIGN 6 "X6" S11 RECEIPT SIGN SEE DWG. S12 PLEASE TAKE A TRAY' SIGN 7 3/4 "X4 3/4" S13 PANDA MISSION SIGN SEE DWG. S14 DOOR DECALS 6" x4" S15 TAKEOUT MENU HOLDERS 6 1/4 "x 10 "xt 3/4" GENERAL SIGNAGE NOTE: ALL SIGNAGE SHOWN IS FOR REFERENCE ONLY. REFER TO SIGN SHOP DRAWINGS FOR INFORMATION REGARDING CONSTRUCTION /FINISHES. GENERAL SIGNAGE NOTE: FULLY DETAILED SIGNAGE SHOP DRAWINGS SHALL BE SUBMITTED BY SUCCESSFUL SIGNAGE CONTRACTOR AFTER 3IDDING PROCESS IS COMPLETE .040 ALUMINUM RETURNS AND BACKS (3" MAX. LETTER DEPTH) FRONT EDGE OF CHANNELS TO BE HEMMED 1/2" INTERIOR AND EXTERIOR OF CHANNELS TO BE PAINTED AUTOMOTIVE CATALYZED ACRYLIC ENAMEL TO MATCH PMS 185 RED. LETTERS TO HAVE 2 ROW 13MM CLEAR RED EXPOSED NEON (30 MA) ILLUMINATION. LETTERS TO BE FULLY U.L. APPROVED. NOTE: SIGNAGE PROVIDED BY TENANT AND INSTALLED BY TENANT SIGN CONTRACTOR. GENERAL CONTRACTOR TO COORDINATE ALL SIGNAGE ISSUES AND FACILITATE INSTALLATION ENVIRONMENT REFER TO SIGN SHOP DRAWINGS. NOTE: ALL CONDUIT SHALL BE CONCEALED AND HIDDEN FROM PUBLIC VIEW AS UCH AS POSSIBLE. CONDUIT SHALL BE CENTERED VERTICALLY CO EA. LETTER. RED OPEN CHANNEL LETTERS W/ N RED NEON DOUBLE- srROKE DE INDIVIDUAL OPEN -FACE CHANNEL LETTERS W /NEON ILLUMINATION® STOREFRONT ELEVATION SCALE: N.T.S. GENERAL NOTES ED NOT USED® NOT USED® SCALE: SCALE: 36' DIAMETER- SERVICE ELEVATION O v (32.,/ 0 ® 7 - - - � - - - - I ��_ � _ POWER IN FLEX CONDUIT -� (TYR) BLACK COPY ON WHITE ROUND BACKG ROUND ® PMS 1 -SM220 FIXTURE W/ 2 > /CW LAMPS - '-- DIAMONDS TO BE LEVEL VINYL OR SILK - SCREENED 165 RED - ~ BACKGROUND 0 y � O i BLACK MD- � WHITE BEAR CH ' LOGO :) > _ N PLIXIGTASS LOGO W /BLACK TRIM CAP. 30' DM. SHEET \ \ \, METAL CAN PTO. GLOSS BLACK ! 5 - PMS 185 RED N C ONES & BORDER ; ALL PK HOUSINGS LOCATED AT BOTTOM OF EA LETTER. 4B 1 4A ELEVATION DEMISING WALL/ NEUTRAL -- PIER FINISHES/ CONST. SIGN .' (SELF- CONTAINED) FULLY U.L. APPROVED. , (SELF- CONTAINED) FULLY U.L APPROVED. G.C. /INSTALLER TO PROTECT EXISTING FINISHES AND \ PATCH /REPAIR AS NEEDED .9 FOR A 'LIKE NEW FINISH 4B SECTION NOTE: SIGNAGE TO BE PROVIDED BY TENANT AND INSTALLED BY TENANT SIGN CONTRACTOR. THE GENERAL CONTRACTOR IS TO COORDINATE ALL SIGNAGE ISSUES FACILITATE INSTALLATION ENVIRONMENT. REFER TO SIGN SHOP TO DRAWINGS. NOTE: TENANT SHALL PROVIDE AND TRANSFORMER LOCATIONS MAINTAIN ACCESS TO ABOVE L.L. CEILING /SOFFIT. NOTE: G.C. TO PROVIDE ALL REQUIRED BLOCKING IN SOFFIT FOR PROPER SIGNAGE ATTACHMENT. GENERAL SIGNAGE NOTE: ALL SIGNAGE SHOWN IS FOR REFERENCE ONLY. REFER TO SIGN SHOP DRAWINGS FOR INFORMATION REGUARDING CONSTRUCTION FINISHES. II ide PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 ISSUE DATE: 01 -05 -01 DRAWN BY: BEH CHECKED BY: CE PANDA PROJECT #: M1-01-14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913 - 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA G1.0 SIGN DRAWING EL TSICAL SYM5®L5 WIRING DEVICES & OUTLETS $ SINGLE POLE WALL SWITCH TWO POLE WALL SWITCH THREE -WAY WALL SWITCH 4 = FOUR -WAY WALL SWITCH P = SPOT PILOT LIGHT SWITCH (LIGHTED WHEN ON) D = LIGHTING CONTROL DIMMER SWITCH l K = KEYED LIGHT SWITCH W SIMPLEX RECEPTACLE - NEMA 5 -20R } � WP DUPLEX RECEPTACLE - NEMA 5 -20R uY WP = WEATHERPROOF AC = ABOVE COUNTER. COORD W/ ARCH. IG = ISOLATED GROUND GFI = GROUND FAULT RECEPTACLE S = SWITCHED TP = TAMPER PROOF 4 FOL RECEPTACLE - NEMA 5 - -20R 6 SPECIAL PURPOSE RECEPTACLE ® V TELEPHONE OUTLET - FLOOR OR WALL MOUNTED (3/4" C. TO ABOVE CLG) ® 0 DATA OUTLET - FLOOR OR WALL MOUNTED (3/4" C TO ABOVE CEILING) En y COMBINATION TELEPHONE /DATA OUTLET (3/4 "C TO ABOVE CLG) ® THERMOSTAT 0 OR (} JUNCTION BOX CIRCUITING & WIRING —"*w 5 3 HOMERUN T PANELBOARD, ARROWS INDICATE NUM OF CIRCUITS, HASH MARKS INDICATE NUMBER OF CONDUCTORS; N O GROUND IN LIGHTING C RITS IN P ANECULBO. ARDFORMATION AT ARROWS ARE CIRCUIT NUMBERS AND . P OR3 5 1 7 I —� GROUND WIRE IN CONDUIT ("GREEN -WIRE' GROUNDING) ice ISOLATED GROUND WIRE IN CONDUIT (GREEN WITH YELLOW STRIPE) /• °\ CONDUIT CONCEALED — - CONDUIT IN /UNDER FLOOR /GROUND CONSTRUCTION - - -- EXPOSED CONDUIT FIRE ALARM F FIRE AL(+RM PULL STATION ® 4' -0 A.F.F. U.N.O. ES SMOKE DETECTOR FRCP FIRE ALARM CONTROL PANEL 3D= MOUNTED IN SUPPLY DUCT 1=1 (RECESSED) RD= MOUNTED IN RETURN DUCT 1 I � I. 1 NN HEAT DETECTOR STROBE LIGHT ILO cD [ 1l COMBINATION HORN /STROBE LIGHT POWER EQUIPMENT & DEVICES v — ELECTRICAL SERVICE PANELBOARD (SURFACE OR FLUSH MOUNT) = 1.71 TERMINAL CABINET (SURFACE OR FLUSH MOUNT), TYPE AS NOTED PLYWOOD TERMINAL BOARD FOR TELEPHONE SYSTEM U.N.O. SIZE AS SPECIFIED ' MOTOR 200/3/150 DISCONNECT SWITCH - "200/3/150" DENOTES AMPERES /POLE /FUSE L[] NF= NON -FUSED CB= CIRCUIT BREAKER (200 /3 /CB) 30 3/15/1 COMBINATION D CT (FETY) SWITCH A ND MOTOR STARTER 30/3/15/7" DENOTES AMPER /POLE /FUS /NEMA STARTER SIZE NF= NON -FUSED CB= CIRCUIT BREAKER (30/3/C8/1) e MOTOR RATED SWITCH © M.AGNETIC CONTAOR, SIZE, CIL VOLTA E G ND NUMBER OF PO AS INDICATED CT LIGHTING COONTACTOR P A POWER CONTACTOR) LES ID PUSH BUTTON ❑"D MUSHROOM -TYPE PUSH BUTTON TS TIME SWITCH E PHOTOCELL LIGHTING SCHEDULE CONTRACTOR TO PROVIDE ALL FLUORESCENT LAMPS (USE WARM WHITE ONLY - 3000K) NO. MANUFACTURER QTY. DESCRIPTION MFG# COLOR LAMP REMARK L7 LIGHTOLIER 6 2'x4' RECESSED FLUORESCENT /ELECTRONIC BALLAST THREE T8 LAMPS, 3000K XT2 GVA 3 40 120 50 ONE 3 -LAMP BALLAST WHITE OSRAM- SYLVANIA F032/730 FURNISH BY OWNER INSTALL BY ELECTRICIAN L3 LIGHTALARM 1 EMERGENCY LIGHT (6 VOLT) MAINTENANCE -FREE BATTERY CA -2 WHITE INCLUDED FURNISH BY OWNER INSTALL BY ELECTRICIAN L4 UGHTALARM 1 EXIT SIGN SINGLE FACE, SELF - POWERED LIQUID ELECTRONIC DISPLAY XKLED WRW RED LETTERS INCLUDED FURNISH BY OWNER INSTALL BY ELECTRICIAN LEA BUILT -IN EQUIPMENT LIGHT FIXTURES 7 EXHAUST HOOD: COMPONENT HDW CANOPY LIGHTING L50 -1024 - 60W A19 FURNISH BY KITCHEN EQUIP. CONTRACTOR PROVIDE WIRING & LAMPS BY ELECTRICIAN L6B BUILT -IN EQUIPMENT LIGHT FIXTURES 1 WA IN COOLER FLUOR. 120U 48" - 2 LAM PS SON 181OF00048 - OSRAM- SYLVANIA F032/730 FURNISH BY KITCHEN EQUIP. CONTRACTOR PROVIDE WIRING & LAMPS BY ELECTRICIAN L11 HALO 22 HALOGEN TRACK LIGHTING (SPOT ILLUMINATION) 42W MR16 (12V) LAMPS L2717PX HALO POWER -TRAC PROVIDE TRACK LENGTHS AS I DICATED ON PLAN) WHITE OSRAM- SYLVANIA 42W MR16/ 12 /NFL HALO MINIATURE TRACK /WHITE OUTLET BOX COVER/WHITE LIVE END CONNECTOR /WHITE MINI JOINER/WHITE FLEX JOINER/ WHITE L14A LIGHTOLIER 3 SURFACE MTD. SINGLE STRIP STAGGERED FLUORESCENT, 48" LAMP 3000K STG 140 RS 120 GC WHITE OSRAM- SYLVANIA F032/730 FURNISH AND INSTALL BY ELECTRICIAN L14B IA LIGHTING 3 SURFACE MTD. SINGLE STRIP STAGGERED FLUORESCENT, 96" LAMP 3000K STR110- 1 -8S -E8 WHITE OSRAM- SYLVANIA F096/730 FURNISH AND INSTALL BY ELECTRICIAN L14C LIGHTOLER 5 SURFACE MTD. SINGLE STRIP STAGGERED FLUORESCENT, 24" LAMP 3000K STG 120 TS 120 OC WHITE OSRAM- SYLVANIA F017/730 FURNISH AND INSTALL BY ELECTRICIAN NOTES: DUCT DETECTORS WITH REMOTE TEST STATIONS PULL STATIONS TIE -IN TO EXISTING INITIATING DEVICE CIRCUITS. 1. MAINTAIN EXIS LNG INDICATOR LIGHTS AT STOREFRONT. 2. TIE HOOD FIRE SUPPRESSION SYSTEM TO LANDLORD SYSTEM ACCORDING TO LANDLORD REQUIREMENTS. 3. COORDINATE INSTALLATION OF SYSTEM WITH LANDLORD, AND MEET ALL LANDLORD REQUIREMENTS. PROVIDE REVISED BATTERY CALCULATIONS TO THE LANDLORD TO VERIFY BATTERY CAPACITY. MALL FIRE ALARM CONTROL PANEL JUNCTION BOX TIE -INS FOR PERIPHERY DEVICES BY LANDLORD. — EXISTING BUILDING INITIATING DEVICES. a HORN /STROBES ` — FACP BY LANDLORD FIRE ALARM RISER DIAGRAM NOT TO SCALE FLOOR NEW 4P /20A ASTRONOMICAL 7 -DAY PROGRAMMABLE TIMECLOCK. (ABOVE CEILING.) PANEL LP1 LP7 LP1 . '.. L1u;E 22 ', LT46(2). TO SWITCH TO SWITCH "b" - - L28 TO SWITCH " d"s __2 - s 4!7.3L3 Lt�iR(A5)pc LPt L748 L14A \ 114C P1 21 MOUNT LIGHTS UNDER TRAY SLIDE. SEE ARCHITECTURAL DRAWINGS. O LIGHTING AND FIRE ALARM FLOOR PLAN N SCALE: 1 /4" =1' -0° D o MOUNT LIGHTS AROUND MENU BOARD. SEE ARCHITECTURAL DRAWINGS. GENERAL NOTES: 1. SEE SHEET A1.1 FOR MOUNTING DETAILS. 2. DO NOT SWITCH CIRCUITS WHICH FEED EMERGENCY LIGHTS AND EXIT LIGHTS. 3. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES AND TURN OVER TO OWNER. MAINTAIN CIRCUIT CONTINUITY TO REMAINING OWNER FIXTURES. DO NOT REMOVE ANY EXTERIOR OR BUILDING - MOUNTED LIGHTS. 4. SEE SHEET E -2.0 FOR DUCT SMOKE DETECTOR LOCATIONS. KEYED NOTES: a CONNECT COMPLETE TO EXHAUST HOOD CIRCUIT. Li CONNECT COMPLETE TO FREEZER CIRCUIT. ENGINEER OF RECORD: CRAIG R. LANHAM NOTE: EXISTING CONDIRONS WERE TAKEN FROM 2 AL DRAWINGS & SRE MSI AND MAY NOT REFLECT M "AS -aUILY OONORIONS. COMPACTOR SHAH R VERIFY ALL CAREF L Y C O ON RDIN PRIOR TO RK AND ING OUTI N WI LONR TO OMER ISCIP CAREFlILLY COORDINATE NEW WORK AND DEMODTION WITH N.1. O1HER DISCIPDNES AND EXISTNG CONOIDONS. PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 m REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: MAP CRL PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT 8: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913 - 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA E -1.0 LIGHTING ANO FIRE ALARM FLOOR PLAN EXISTING PANEL. LP1 EQUIPMENT GROUND BUS BUS AMPS: 225A MAIN SIZE/TYPE: 200A MCB SERVES: ENTIRE SPACE VOLTS /PHASE: 208Y/120V, 3PH, 4W MOUNTING: RECESSED SECTION(S): 1 LOCATION: ELECTRICAL WALL CKT NO. DESCRIPTION VOLTAMPS PHASE WIRE NO. BKR AMP P P BKR .AMP. WIRE VOLTAMPS /PHASE DESCRIPTION CKT NO A. B C NO. A B C. !I Imi� 4 PAN FOOD WARMER 1,600 — ,., ', ,.:, KITCHEN EQUIPMENT 20 3 3 20 1113011=1111111111911811 100% 0.00 ICE MACHINE ©DD 80% 3.03 MISCELLANEOUS EQUIPMENT 12 =BE ,393 MEM TOTAL SERVICE EQUIPMENT 57.12 1,600 49.74 -' %%;: 1,393 7 9 11 4 PAN FOOD WARMER 1,600 41 AMPS 12 20 3 2 20 12 250 WALK —IN COOLER �n 1,600,- 250 - -� 1 ,600 1 20 12 /:': 1,100 CASH REGIS. /POS PRINTER 12 13 SNEEZE GUARD 1,500 12 20 1 1 20 12 250 i COMP. /FAX/VCR 14 15 DROP —IN BEVERAGE DISP. 120 12 15 1 20 12 . 1,280 EXST HOOD, FRYER TIMER 16 17 CARBONATOR 864 12 20 1 1 20 12 EmgmEEFEN ID SIGN LOGO /MENUBOARD 18 19 COFFEE MAKER 1,800 12 20 1 1 20 12 EmEMBEIN TRACK LIGHTING 20 21 MENU & TRAY SLIDE LTG 373 ',- 12 20 1 1 20 12 PENZEMEIMMIEMI TRACK LIGHTING 22 2 3 55" FREEZER - 1,848 12 20 1 1 20 12 ;% ;'. BACKROOM LIGHTING 24 25 PREP. TABLE, RICE WARMER 1,540 12 20 1 1 20 12 1,200 TRACK LIGHTING 26 27 FOOD PROCESSOR 864 12 20 1 1 20 12 liWOMIll TRACK LIGHTING 28 29 BLENDER, ROOF RECEPT. 1,175 12 20 1 1 20 , ".;!% / SPARE 30 31 RICE WARMER, DOOR BELL 280 12 20 i 3 20 1,272 MAU -1 208V, 30 33 MICROWAVE :% 1,000 12 20 1 12 IMENSINIEMORMEI IMMIRIMEMME 35 FIRE SUPPRESSION PANEL - 200 12 20 1 pf KEF -1 208V, 30 900 .. 12 20 3 3 60 ®-e RTU -1 208V, 30 38 40 42 90 0 .. 4 1111411MINEEN 900 , , . , . 5,280 SUBTOTAL 9,220 6,457 8,188 10,845 11,875 10,537 SUBTOTAL LCK — LOCKABLE TAB TC — VIA TIMECLOCK TOTAL PHASE A VA 20,065 AMPS 167 TOTAL PHASE B VA 18,332 AMPS 153 TOTAL PHASE C VA 18,725 AMPS 156 TOTAL PANEL VA 57,122 TOTAL DEMAND VA 52,069 AMPS 159 AMPS 145 BUILDING ELECTRICAL SERVICE LOAD SUMMARY BUILDING OCCUPANCY TYPE: M BUILDING SQUARE FOOTAGE: 835 SERVICE DESCRIPTION: 208Y/120V, 3PH 4W LOAD DESCRIPTION Connected KVA Demand FACTOR Demand KVA HVAC — SUMMER 22.36 90% 20.12 HVAC — WINTER 0.00 100% 0.00 LIGHTING 9.27 125% 11.58 RECEPTACLES 2.69 100 %;50% 2.69 KITCHEN EQUIPMENT 18.72 65% 12.17 SUPPLEMENTAL SPACE HEATING 0.00 100% 0.00 REFRIGERATION EQUIPMENT 3.79 80% 3.03 MISCELLANEOUS EQUIPMENT 0.30 50% 0.15 TOTAL SERVICE EQUIPMENT 57.12 KVA 49.74 SERVICE CONDUCTOR CAPACITY 200 AMPS 160 SPARE CAPACITY 41 AMPS 22 0 POWER ROOF PLAN N SCALE: 1/4"=1'—o" NOTE: REFERENCE SCHEDULE SHEET 62.0 FOR EQUIPMENT SUPPLYIED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. EXISTING PANEL LP1 TO REMAIN, +24' A.F.F. +96" A - VERIFY ROUGH —IN HEIGHT --WITH SIGN MANUFACTURER. TYPICAL FOR ALL SIGNS. LPI 31 (PART) G POWER AND DATA FLOOR PLAN N SCALE: 1/4=1—d' TC GENERAL NOTES: 1. VERIFY ALL WIRE AND CONNECTION REQUIREMENTS WITH ACTUAL EQUIPMENT INSTALLED PRIOR TO ROUGH —IN. 2. COORDINATE SIGN WIRING AND CONNECTION REQUIREMENTS WITH SIGN MANUFACTURER PRIOR TO ROUGH —IN. 3. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR CONTROL AND WIRING REQUIREMENTS. 4: REFER TO KITCHEN DRAWINGS FOR EXPLANATION OF EQUIPMENT TAG NUMBERS. 5. DISCONNECT AND REMOVE EXISTING RECEPTACLES AND DEVICES AND TURN OVER TO OWNER. DISCARD MATERIALS NOT WANTED BY OWNER. MAINTAIN CIRCUIT CONTINUITY TO REMAINING OWNER FIXTURES, DO NOT REMOVE ANY EXTERIOR OR BUILDING — MOUNTED DEVICES. KEYED NOTES: 1 PROVHER IDE CIRCUITS DEDICATED CIRCUIT IN DEDICATED CONDUIT. DO NOT COMBINE WITH OT 0 PROVIDE 3/4" CONDUIT WITH PULLSTRING UP FROM J —BOX TO ABOVE CEILING. TERMINATE WITH BUSHINGS. E3 ROUGH —IN AT 24" ABOVE FINISH FLOOR. MOUNT J —BOX HORIZONTALLY ON CONDUIT IN A CAST ALUMINUM BOX. PROVIDE A STAINLESS STEEL COVERPLATE. PROVIDE FINAL CONNECTION TO EQUIPMENT. DEMOLITION NOTES: 1. REUSE EXISTING CONDUIT AS PRACTICAL. VERIFY CONTINUOUS GROUNDING PATH AND PHYSICAL CONDITION PRIOR TO REUSE. 2. REMOVE ALL ABANDONED WIRE AND CONDUIT. D okd z� ST TC LCK NOTE: EXISTING CONDMONS WERE TANEN FROM ORIGINAL DRAWINGS & SITE VISRS AND MAY NOT REFLECT EXACTAS —SUILY CONDITIONS. CONTRACTOR HALL FLED VE RIFY LL A EXISTING CONDITIONS PRIOR TO SUeIJTITING nNAL RIDS. CON TRACTOR S C SHALL AREFU CODRD NEW WORK AND DEMOLRION WRM N.L OTHER DISCIPLINES AND EXISTING CONOTIIONS ENGINEER OF RECORD: CRAIG R. LANHAM PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 All Ideas, desii aona rFXe p rase this epec p rran9ament rvo ..Y person. Itlen pem,is: REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: I S ons Indicated o ilon I lhs s :xpree Inc. MAP CRL PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT It 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 STAMP: PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA E -2.0 POWER AND DATA FLOOR AND ROOF PLAN, PANEL SCHEDULES 3/4" DIA. CONDUIT —ONLY, PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. EXTEND CONDUIT, INSIDE WALL, TO ABOVE ACCESSIBLE CEILING SPACE PROVIDE 4" OCTAGONAL JUNCTION BOX WITH SCREW THREADS SET AT THE 2 & 8 O'CLOCK POSITIONS REMOTE FIRE PULL STATION. CABLE, AND ANY OTHER MISCELLANEOUS EQUIPMENT SHALL BE PROVIDED BY OTHERS VERIFY EXISTING FEEDER IS AT LEAST 443/0, 1 #6 GROUND IN 2 "C. NOTIFY ARCHITECT OF ANY VARIANCE. EXISTI 120Y/208V OWNER M ETER CENTER EX TG PANEL LP1 208/120 30 4W 200A C NOTE: REUSE EXISTING PANEL, PANEL FEEDER, AND OWNER CONNECTION. FIELD VERIFY THAT ALL EXISTING EQUIPMENT IS AS INDICATED ON RISERS AND PLANS INCLUDED IN CONTRACT DOCUMENTS. FLOOR RECEPTACLE STUB -UP DETAIL O SCALE: NO SCALE MINIMUM OF (2) 12 GA. HANGER WIRES TO STRUCTURE ABOVE (MAY BE SLACK) SUSPENDED CEILING GRID IGHT FIXTURE 115 V SOLENOID COIL & VALVE (SPORLAN MODEL # MKC1 & E6S130) WHITE COIL SERVICE SWITCH SUPPLY LINE TEMPERATURE CONTROL (PENN MODEL FM #A1988C -2) BLOWER FAN(S) MOTOR 115 V 60 Hl. 1PH. EVAPORATOR COIL WITH TEMPERATURE CONTROL. FUSED JUNCTION BOX DISCONNECT ON COIL SWITCH WHITE HI -LO PILOT PRESSURE LIGHT & CONTROL SWITCH T (PRE - WIRED) NOTE; 1. WIRING SHOULD BE DONE IN ACCORDANCE WITH NATIONAL AND LOCAL CODE. 2. VERIFY VOLTAGE ON CONDENSING UNIT AND EVAPORATOR COIL BEFORE ANY WORK IS DONE. 3. SOLID LINE: TO BE WIRED BY LICENSED ELECTRICIAN ON SITE. 208V 1PH CONDENSING UNIT, NOT USED SCALE: NO SCALE 0 ANSUL PULL STATION DETAIL SCALE: NO SCALE 3/4" IMC I- — CONDUIT , 'S BELL #1980 —L CAST ALUMINUM BOX WITH THREADED HUBS. CONTRACTOR TO INSTALL OUTLET IN BOX AND PROVIDE A STAINLESS STEEL COVER PLATE X X DOUBLE LOCKNUT 3/4" RIGID STEEL CONDUIT LIGHT FIXTURE LAY -IN DETAIL SCALE: NO SCALE BOLT TO STRUCTUR CH700E UNISTRUT FOR SWAY BRACING BOLT TO J —BOX KELLEM GRIP WIRE MESH STRAIN RELIEF DROP CORD TO BE TYPE SO ", SIZE AS REQ'D KELLEM GRIP WIRE MESH STRAIN RELIEF D o z/ RIGID CONDUIT, ROUTING AS INDICATED ON PLANS JUNCTION BOX LOCATED ABOVE CEILING BOLT TO UNDERSIDE OF ROOF DECK CONDUIT (SIZE AS REQUIRED) SHALL BE RIGIDLY SUPPORTED FROM STRUCTURE TO PREVENT BOTH LATERAL AND VERTICAL MOVEMENT FLUSH MOUNTED JUNCTION BOX WITH STAINLESS STEEL COVERPLATE (PER SPECIFICATIONS) TO ALLOW CONNECTION TO "KELLEM" TYPE WIRE MESH STRAIN RELIEF WITH ATTACHED COUPLING FEMALE WIRING DEVICE TO MATCH MALE WRING DEVICE. COORDINATE WITH KITCHEN EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION MALE WRING DEVICE ELECTRIC CORD DROP DETAIL SCALE: NO SCALE WALK -IN COOLER WIRING DIAGRAM SCALE: NO SCALE NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT'lS —BUILY CONDMONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREF NG COORCONDITIONS. DINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCPUNES ANO ENGINEER OF RECORD: CRAIG R. LANHAM PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 NI idec tha rt ep to 7:' d feE EY Mls zr., and ceapm Inc. and w ate ct, none a/ s le thei nts or plane may bo soA ro-m, or T t :o mlaaion of PanCa Expreaa cl REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: ARCHITECT : MAP CRL PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 STAMP: /—r PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA E -3.0 LEGEND, NOTES RISER DIAGRAM, AND PANEL SCHEDULES ' c6Any DIVISION 16: 16A 1 GENERAL INSTRUCTIONS. 16A 1 -1 GENERAL REQUIREMENTS. ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL. EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. TOTAL INSTALLATION IS TO CONFORM TO ALL LANDLORD DESICN AND CONSTURCTION STANDARDS. COORDINATE WITH LANDLORD. THE CONTRACTOR SHALL DO ALL ALTERATIONS AND REQORK INDICATED AND /OR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL EXISTING ELECTRICAL SYSTEMS, INTEGRATING THE NEW AND EXISTING AREAS. 16A 1 -2 INSPECTION OF SITE. THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 16A 1 -3 MATERIAL AND WORKMANSHIP. ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY, ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS. SCAFFOLDS. STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. 16A 1 -4 COORDINATION THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBERS; AND TO FACILITATE CONCEALING CONDUIT IN THE MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL. OR FLOOR FINISHES ACTUALLY INSTALLED. 16A 1 -5 DIMENSIONS AND LAYOUTS. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 16A 1 -6 ORDINANCES AND CODES. CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION CODES, STATE AND LOCAL BUILDING CODES, AND /OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. TINA 1 -7 SUBSTITUTIONS, THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS SPECIFIED IN EACH CASE. THE TERMS "APPROVED ", "APPROVED EQUAL ", OR "EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT OR ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING CUTSHEETS, PHOTOMETRIC DATA, AND ANY OTHER INFORMATION NECESSARY FOR AN EVALUATION. POINT-BY -POINT CALCULATIONS SHALL BE PROVIDED FOR ALL EXTERIOR LIGHTING FIXTURES. INTERIOR POINT -BY -POINT CALCULATIONS SHALL BE REQUIRED AT THE DISCRETION OF THE ENGINEER, AFTER THE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, WILL ONLY BE CONSIDERED AS A DEDUCT. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED SEPARATELY, IN SHOP DRAWING FORM, WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT PRICE FOR EACH SUBSTITUTION. PROPOSED SUBSTITUTIONS WILL THEN BE REVIEWED BY THE ARCHITECT /ENGINEER. THE ARCHITEC': /ENGINEER SHALL HAVE THE FINAL AUTHORITY AS TO WHETHER THE FIXTURE IS AN ACCEPTABLE REPLA;EMENT TO THE SPECIFIED ITEM. THE PROPOSED SUBSTITUTION MAY ALSO BE REJECTED FOR THE AESTHETIC REASONS IF FELT NECESSARY OR DESIRABLE. IN THE EVENT THE PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE REJECTED, THE SPECIFIED ITEM SHALL BE FURNISHED. 16A 1 -8 SHOP DRAWINGS. SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR OMISSIONS OF COMPONENTS OR FITTINGS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS, 16A 1 -9 ELECTRONIC DRAWING FILES. IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD VERSION 12,13 OR 14 OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD -ROM DISK, AS DESIRED, FROM THE ENGINEER FOR A FEE OF $200. CONTRACTOR SHALL CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. PAYMENT MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 16A 1 -10 ADJUSTING, ALIGNING AND TESTING. ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS OMSION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR PROPER ROTATION. THE CONTRACTOR SHALL MAINTAIN ON THE PROJECT PREMISES THE FOLLOWING AT ALL TIMES: A TRUE RMS RETYING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGGER INSULATION RESISTANCE TESTER. THE CONTRACTOR SHALL PROVIDE TEST DATA READINGS AS REQUESTED OR AS REQUIRED. 16A 1 -11 OPERATION AND MAINTENANCE INSTRUCTIONS. SUBMIT TO THE ARCHITECT THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED: MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, PARTS LISTS. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. 16A 1 -12 START UP OF SYSTEMS. PRIOR TO START -UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED -OUT LAMPS. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. 16A 1 -13 GUARANTEE. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. 16A 1 -14 MISCELLANEOUS REMODELING WORK. PROVIDE ALL ITEMS OF ELECTRICAL SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. ANY WORK PERFORMED WITHIN THE LANDLORS SWITCHGEAR SHALL BE PERFORMED BY THTE LANDLOARDS ELECTRICAL CONTRACTOR OR UNDER THE DIRECT SUPERVISION OF THE LANDLORDS ELECTRICAL CONTRACTOR AT THE TENANT CONTRACTOR'S EXPENSE. 16A2 ELECTRICAL INSTALLATION 16A 2 -1 CLEANING. DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO THEIR ORIGINAL CONDITION. 16A 2 -2 CUTTING AND PATCHING. THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEIUNGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN PERMISSION OF THE ARCHITECT BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. 16A 2 -3 ROUGH -IN. COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH GENERAL CONSTRUCTION. ALL CONDUIT ROUGH -IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 16A 2 -4 CONDUIT. ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL CONDUIT RUN UNDERGROUND, EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID. ALL OTHER CONDUIT MAY BE EMT WHERE APPROVED BY LOCAL CODE. PVC IS NOT PERMITTED. MINIMUM CONDUIT SIZE IS 3/4 ". AT CONTRACTOR'S OPTION, PVC CONDUIT (WITH GROUND WIRE) MAY BE USED WHERE PERMITTED BY CODE. TYPE MC CABLE MAY ONLY BE USED FOR FINAL CONNECTIONS TO EQUIPMENT. MAXIMUM LENGTH OF TYPE MC WHIP SHALL NOT EXCEED 4 FEET. FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT, WHERE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN INSULATED GROUND WIRE. ALL HARD -WIRED CONNECTIONS OF KITCHEN EQUIPMENT TO BE MADE WITH FLEXIBLE LIQUID -TIGHT METAL CONDUIT WITH GREEN GROUND CONDUTOR. 16A 2 -6 CONDUIT INSTALLATION. ALL WIRING SHALL BE RUN IN CONDUIT OR BE TYPE MC CABLE WHERE SPECIFIED AS ACCEPTABLE. CONDUIT SHALL BE INSTALLED CONCEALED ABOVE SUSPENDED CEIUNGS OR CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. RUN PARALLEL TO BUILDING UNES. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, ETC. ALL CONDUIT SHALL BE RUN OVERHEAD. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90- DEGREE BENDS BETWEEN CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL RADIUS OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED FROM SUSPENDED CEILING COMPONENTS. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULUNG OF WIRES. ALL CONDOR SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING -IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. CONDUIT TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES SHALL BE ALIGNED AND INSTALLED TRUE AND PLUMB. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES THROUGH EXPANSION JOINTS. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. THRU- WIRING OF UGHT FIXTURES IS NOT PERMITTED. CONDOR SEALS SHALL BE INSTALLED ON ALL CONDUITS PASSING FROM NON- COOLED TO COOLED SPACES AND IN ALL CONDUIT PENETRATIONS OF FREEZER AND COOLER WALLS. FURNISH AND INSTALL THE NECESSARY JUNCTION BOXES, COUPLINGS, SUPPORTS, ADAPTERS, ETC., TO FORM A COMPLETE ASSEMBLY. 16A 2 -7 BUSHINGS AND LOCKNUTS. WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN -CUT THREADS. WHERE THIN -WALL CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE. 16A 2 -8 WIRE. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL AND 600 VOLT INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. SERVICE ENTRANCE CABLE SHALL BE TYPE USE, THWN OR XHHW WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN' OR XHHW BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG AND SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB) OR THAN (DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SO5D CONDUCTORS. WIRE WITHIN FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SHALL BE NOT SMALLER THAN #12 AWG WIRE. IF NO WIRE SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE #12AWG WIRE AND A 20A CIRCUIT BREAKER. CONTROL WIRING SHALL HAVE 6000 INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISHED SPECIFIED FUNCTION. 16A 2 -9 WIRING INSTALLATION. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY INSTALLING CABLE SUPPORTERS OR PLUG -TYPE CONDUIT RISER SUPPORTS. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPUCES. ALL SPUCES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE A UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX. THE NUMBER OF CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS' WERE INDICATED IN THEIR ENTIRETY. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH NEC COLOR CODE SYSTEM AND IN THE TABLE BELOW. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL TERMINATION POINTS, JUNCTION AND PULL BOXES. FOR 120/208V SYSTEMS: PHASE A, BLACK; PHASE B, RED; PHASE C, BLUE; NEUTRAL, WHITE; EQUIPMENT GROUND, GREEN; ISOLATED GROUND, GREEN WITH YELLOW STRIPE. FOR 480Y/277 SYSTEMS: PHASE A, BROWN; PHASE B, ORANGE; PHASE C, YELLOW; NEUTRAL, GRAY; EQUIPMENT GROUND,GREEN W /WHITE STRIPE. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK - ON MARKERS OR EQUIVALENT. ALL RECEPTACLE AND NON- LIGHTING EQUIPMENT BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC TABLE 250 -95. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 27". 16A 2 -10 JUNCTION BORES, PULL BOXES, CABINETS AND WIREWAYS. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SH "LL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER RESTAURANT FIXTURES EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4" SQUARE OR LARGER WITH GALVANIZED COVERS. 16A 2 -11 OUTLET BOXES. ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DEY'SN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. 16A 2 -12 OUTLET LOCATIONS. OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE PLANS, AND GREAT CARE MUST BE USED IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER CONTRACTORS, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. THE HEIGHT OF THE CENTER OF OUTLETS ABOVE THE FINISHED FLOOR, IF NOT OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, SHALL GENERALLY BE AS FOLLOWS: SWITCH OUTLETS, 48 ABOVE FLOOR TO TOP OF OUTLET; WALL RECEPTACLES, 15" ABOVE FLOOR TO BOTTOM OF OUTLET; DEVICES ABOVE COUNTERS, 10" ABOVE COUNTER TO TOP OF OUTLET. 16A 2 -13 WIRING DEVICES. FURNISH AND INSTALL THE FOLLOWING OUTLETS AND SWITCHES WHERE SHOWN OR REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE BY THIS CONTRACTOR TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. ALL OUTLETS AND SWITCHES MUST BE OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT. COLOR OF TOGGLES AND RECEPTACLES SHALL BE AS REQUESTED BY THE ARCHITECT: DUPLEX RECEPTACLE, PASS & SEYMOUR #5352; SINGLE POLE SWITCH: PASS A SEYMOUR #20AC1; THREE -WAY SWITCH, PASS & SEYMOUR #20AC3; PILOT UGHT SWITCH, PASS A SEYMOUR #20AC1 -RPL; KEY SWTCH, PASS & SEYMOUR #20AC1 -L; GEC' DUPLEX RECEPTACLE, PASS & SEYMOUR #2091; WALL-BOX DIMMER SWITCH, PASS & SEYMOUR #91581; SAFETY RECEPTACLE, PASS & SEYMOUR 1SG -62 (NEMA 5 -15R). EQUIVALENT HUBBELL AND LEVITON WILL BE ACCEPTABLE. OTHER DEVICES SHOWN ON THE PLANS BUT NOT CALLED OUT ABOVE SHALL BE OF THE SAME CONSTRUCTION QUALITY AS DEFINED BY THE MODEL NUMBERS SHOWN. SWITCH AND PILOT INSTALLATIONS SHALL CONSIST OF ONE DESPARD TYPE IVORY SWITCH AND ONE DESPARD TYPE FLUSH 1/25 WATT NEON PILOT LIGHT, BOTH INSTALLED IN A SINGLE -GANG BOX WITH COVER PLATE, OF THE FOLLOWING MANUFACTURERS: PASS AND SEYMOUR #ACD2O1 -IV SWITCH, AND #1475 PILOT LIGHT; HUBBELL #1262 -I SWITCH, AND #1475 PILOT LIGHT. 16A 2 -14 SWITCH AND OUTLET COVER PLATES. ALL SWITCH AND OUTLET PLATES SHALL BE P &S SIERRA SATIN STAINLESS STEEL CONTRACTOR SHALL VERIFY DESIRED MATERIAL WITH ARCHITECT BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES SHALL BE STAMPED STEEL PLATES, CADMIUM PLATED. GROUPS OF SWITCHES SHALL BE UNDER ONE GANG - PLATE, USUALLY MOUNTED HORIZONTALLY; WHERE REQUIRED BY DETAILS, VERTICAL MOUNTING SHALL BE USED INSTEAD. PLATES SHALL BE SET PLUMB, PARALLEL AND SHALL FINISH FLUSH WITH THE WALL. WEATHERPROOF COVER PLATES SHALL BE STARLESS STEEL TYPE 302 WITH PVC GASKETING. PLATES SHALL BE SIERRA WPD OR EQUAL WITH SEPARATE LIFT COVERS FOR EACH DEVICE. 16A 2 -15 WEATHERPROOF COVER PLATES. WEATHERPROOF OUTLETS TO BE GROUND FAULT PROTECTED. PROVIDE INTERMATIC #WP1010 WEATHERPROOF COVER. THE COVER SHALL BE MOLDED FROM A CLEAR HIGH IMPACT. ULTRAVIOLET STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE GEC! IS FUNCTIONING. 16A 2 -16 FIRESTOPPING OF FLOOR AND WALL PENETRATIONS. THIS CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH FIRE RATED FLOOR AND WALL ASSEMBUES IN ACCORDANCE WITH NFPA CODES AND UL WALL CONSTRUCTION TYRES. THE SEALING SYSTEM MUST BE CAPABLE OF PASSING A THREE HOUR TEST, PER ASTM E -814 (UL 1479). PENETRATION SEALING SYSTEM SHALL BE, AT A MINIMUM, 3M BRAND 7904 (CP -25 CAULK, OR 303 PUTTY), OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 16A 2 -17 FLASHING AND PITCH POCKETS. FLASH AND COUNTERFLASN ALL OPENINGS THROUGH ROOF, AND /OR PROVIDE PITCH POCKETS AS REQUIRED. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK. 16A 2 -18 ACCESS DOORS. PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO WORK INSTALLED UNDER THIS SECTION, MILCOR OR EQUIVALENT. 16A 2 -19 EQUIPMENT IDENTIFICATION. THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, ETC., INCLUDING SWITCHES IN DISTRIBUTION PANELS. NAMEPLATES SHALL BE ENGRAVED PHENOUC PLASTIC, AND SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY IDENTIFY EACH TOM AND WHAT IT CONTROLS. 16A3 ELECTRICAL SERVICE AND GROUNDING 16A 3 -1 CONNECTION TO SERVING UTILITIES. CONTRACTOR SHALL PROVIDE PROPER TERMINATION, METERING PROVISIONS, ETC. FOR ELECTRICAL SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF ALL CODES HAVING JURISDICTION AND OF THE SERVING UTILITY INVOLVED. ALL SERVICE TERMINATIONS AND CONNECTION POINTS SHALL BE VERIFIED IN THE FIELD BY THIS CONTRACTOR, AND HE SHALL WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. THIS CONTRACTOR SHALL PROVIDE ALL CONDUIT, ACCESSORIES, ETC. REQUIRED FOR COMPLETE UTILITY CONNECTOR AND NOT FURNISHED BY THE SERVING UTILITY. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY IN ORDER FOR THE UTILITY . TO SUPPLY THE PROJECT WITHOUT DELAY. ELECTRICAL CONTRACTOR SHALL PAY ALL CHARGES OF THE SERVING UTILITY FOR THE ELECTRICAL SERVICE. TELEPHONE SERVICE SHALL BE EXTENDED FROM THE LANDLORD'S MAIN DISTRIBUTION PANEL TO THE SPACE. COORDINATE WITH LANDLORD'S REPRESENTATIVE. 16A 3 -2 GROUNDING. THE ELECTRICAL SERVICE, ALL TRANSFORMERS, CONDUCTORS, CONDUITS, MOTOR FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER IN CONFORMANCE TO THE NATIONAL ELECTRICAL CODE. 16A4 DISTRIBUTION AND CONTROL EQUIPMENT 16A 4 -1 POWER DISTRIBUTION PANELS - CIRCUIT BREAKER, 1200 AMPERE BUS OR SMALLER. FURNISH AND INSTALL SQUARE D TYPE I -LINE, OR EQUIVALENT SIEMENS TYPES S4 OR 55 , CUTLER- HAMMER TYPE POW -R -ONE 4, OR GENERAL ELECTRIC TYPES CCB OR AV -1 DEADFRONT DISTRIBUTION PANELS WITH NUMBER AND SIZE BREAKERS AS SCHEDULED AND LOCATED ON THE DRAWINGS. PANELS INSTALLED AS SERVICE ENTRANCE EQUIPMENT SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT. PANELS SHALL BE BRACED FOR AVAILABLE INRUSH. BRANCH BREAKERS SHALL BE QUICK -MAKE, QUICK - BREAK. INDME'.;AL BREAKERS SHALL HAVE AN ENGRAVED PHENOLIC NAMEPLATE FOR CIRCUIT IDENTIFICATION. PANELS SHALL HAVE A HINGED, LOCKABLE DOOR TO COVER THE CIRCUIT BREAKER HANDLES. A CARD HOLDER SHALL BE ON THE INSIDE FACE OF THE DOOR FOR CIRCUIT IDENTIFICATION. 16A 4 -2 PANELBOARDS. FURNISH AND INSTALL SQUARE TYPE NQOD OR NEAR LIGHTING /POWER PANELBOARDS, OR EQUIVALENT SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC, AS SCHEDULED AND LCCATED ON THE DRAWINGS. THE PANELBOARD SHALL BE COMPLETE WITH THERMAL MAGNETIC PLASTIC CASE CIRCUIT BREAKERS OF THE BOLT -ON TYPE ASSEMBLED IN A FINISHED CABINET. ALL 2 AND 3 POLE BREAKERS MUST BE COMMON TRIP. BREAKERS USED AS SWITCHES FOR 120 OR 277 VOLT UGHTING CIRCUITS SHALL BE APPROVED FOR THE PURPOSE AND MARKED "SWD". EACH PANEL SHALL CONTAIN A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT CONTROLS. PLUG -IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. BREAKERS USED FOR THE PROTECTION OF HVAC EQUIPMENT SHALL BE HACK TYPE. PROVIDE PANELS WITH MINIMUM INTERRUPTING RATING AS INDICATED ON DRAWINGS. 16A 4 -3 CIRCUIT BREAKERS IN EXISTING PANELBOARDS NEW CIRCUIT BREAKERS REQUIRED TO BE INSTALLED IN EXISTING PANELBOARDS SHALL BE OF THE SAME MANUFACTURER, TYPE AND HAVE THE SAME AIC RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS. 16A 4 -4 DISCONNECT SWITCHES. CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NONTFUSED (AS NOTED OR REQUIRED) NEMA HEAW DUN EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED IN. 1 HA 4 -5 FUSES. EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE JOB SHALL BE EQUIPPED WITH HUSSMAN OR EQUIVALENT FERRAZ SHAWMUT OR LITTLEFUSE FUSES, SIZE AND TYPE AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600 AMPS, SHALL BE UL CLASS L, SIMILAR TO TYPE KRP -C. BUSSMAN LOW PEAK OR EQUIVALENT. FUSES USED TO PROTECT MOTORS SHALL BE UL CLASS RK5, HUSSMAN FUSETRON OR EQUIVALENT. ALL FUSIBLE SWITCHES THROUGHOUT THE PROJECT SHALL HAVE FUSE HOLDERS WITH CLASS R REJECTION FEATURE. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. 16A 4 -6 DRY -TYPE TRANSFORMERS. FURNISH AND INSTALL SQUARE D OR EQUAL GENERAL ELECTRIC, ACME OR SIEMENS, 150DEGREE C TEMPERATURE RISE ABOVE 40DEGREE C AMBIENT. INSULATING MATERIALS ARE TO EXCEED NEMA ST20 STANDARDS AND BE RATED FOR 220DEGREE C UL COMPONENT RECOGNIZED INSULATION SYSTEM. PHASE. VOLTAGE, AND SIZE SHALL BE AS NOTED ON THE DRAWINGS. SOUND LEVEL SHALL NOT EXCEED 45 DB PER NEMA STANDARDS. TRANSFORMERS 25 KVA AND LARGER SHALL HAVE FOUR 2.5% FULL CAPACITY PRIMARY TAPS. TRANSFORMERS UP TO 225 KVA SHALL BE MOUNTED ON VIBRATION ISOLATION PADS WITH A .25" STATIC DEFLECTION. CONDUIT CONNECTIONS TO TRANSFORMERS SHALL BE MADE WITH FLEXIBLE CONDUIT WITH AT LEAST 6" OF SLACK IN ALL DIRECTIONS. TRANSFORMER ENCLOSURES SHALL BE VENTILATED AND BE FABRICATED OF HEAW GAUGE, SHEET STEEL CONSTRUCTION. MOUNT ABOVE CEILING WHERE INDICATED ON DRAWINGS AND COORDINATE LOCATIONS WITH OTHER TRADES IN ORDER TO MAINTAIN MINIMUM NEC AND MANUFACTURER REQUIRED CLEARANCES. 16A5 LIGHT FIXTURES, LAMPS AND BALLASTS 16A 5 -1 LIGHT FIXTURE LOCATIONS. UGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO AVOID CONFLICTS. LIGHT FIXTURES LOCATIONS IN MECHANICAL ROOMS SHALL BE COORDINATED WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. 16A 5 -2 LIGHT FIXTURES. PROVIDE UGHT FIXTURES AS SCHEDULED ON DRAWINGS. THIS SHALL INCLUDE ALL LAMPS, MATERIAL AND LABOR TO SECURELY HANG FIXTURES, CLEAN THEM AND MAKE THEM COMPLETELY READY FOR USE. ALL LIGHT FIXTURES SHALL INCLUDE ALL NECESSARY ACCESSORIES REQUIRED, UGHT FIXTURE MODELS SCHEDULED ON THE DRAWINGS ARE TO SHOW THE MANUFACTURER. GRADE AND STYLE OF FIXTURES REQUIRED ONLY. PROVIDE ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES. PROVIDE PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED. PROVIDE ADOTTIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO UBC 47 -18 SEISMIC REQUIREMENTS WHERE REQUIRED. THROUGH WIRING OF FIXTURES IS NOT PERMITTED. EACH FIXTURE MUST BE CONNECTED BY A WHIP TO A JUNCTION BOX. THE WHIP SHALL BE OF SUFFICIENT LENGTH TO ALLOW THE FIXTURE TO BE RELOCATED WITHIN A 6' RADIUS. 16A 5 -3 LAMPS. LAMPS FOR ALL LIGHTING FIXTURES SHALL BE PROVIDED AND INSTALLED BY THIS CONTRACTOR. PROVIDE LAMPS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS RECOMMENDED BY THE FIXTURE MANUFACTURER. IN ALL CASES LAMPS SHALL BE COMPATIBLE WITH SPECIFIED FIXTURE. LAMPS SHALL BE MANUFACTURED BY GENERAL ELECTRIC, OSRAM /SYLVANIA, PHILLIPS, OR VENTURE. ALL FLUORESCENT LAMPS SHALL BE WARM WHITE, UNLESS NOTED OR DIRECTED OTHERWISE. INCANDESCENT LAMPS SHALL BE TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS AND SHALL BE 130 VOLT UNLESS OTHERWISE SCHEDULED OR SPECIFIED. 16A 5 -4 BALLASTS. ALL FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST OVERHEATING; SHALL BE ER -CBM, CLASS P TO MEET ALL REQUIREMENTS OF SECTION 410 -73 (E) OF THE NEC AS A MINIMUM; SHALL COMPLY WITH THE NATIONAL BALLAST ENERGY LAW; SHALL HAVE A MINIMUM 90% POWER FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND SHALL BE LOW HEAT TYPE. INDOOR FLUORESCENT BALLASTS: SHALL BE ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; SHALL HAVE A TOTAL HARMONIC DISTORTION LESS THAN 20%; SHALL HAVE A FREQUENCY OF OPERATION OF 20 KHZ OR GREATER AND OPERATE WITH NO VISIBLE FLICKER; SHALL WITHSTAND LINE TRANSIENTS AS DEFINED IN ANSI /IEEE C62.41, CATEGORY A; AND SHALL BE ADVANCE REL/VEL SERIES OR EQUAL OF MAGNETEK, MOTOROLA OR OSRAM. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE MAGNETIC TYPE SUITABLE. FOR OPERATION OF T12 LAMPS; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF 0? F FOR RAPID START LAMPS AND A MINIMUM STARTING TEMPERATURE OF -20 DEGREE F FOR 800MA AND 1500MA LAMPS; AND SHALL BE ADVANCE REL SERIES OR EQUAL OF MAGNETEK. 16A6 MISCELLANEOUS ELECTRICAL 16A 6 -1 WIRING OF MECHANICAL EQUIPMENT. FURNISH AND INSTALL ALL POWER WIRING, AND ALL CONTROL AND INTERLOCK WIRING OF ALL UNITS, PUMPS, FANS, WATER HEATERS, ETC. CONNECT PER MANUFACTURER'S WIRING DIAGRAMS. FURNISH AND INSTALL ALL DISCONNECT SWITCHES AS REQUIRED. AFTER INSTALLATION OF THE CONTROL INTERLOCK WIRING, THE .CONTRACTOR SHALL VERIFY THAT EACH MOTOR LOAD HAS THE CORRECT PHASE ROTATION. THIS CONTRACTOR SHALL VERIFY THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE; ELECTRICAL INSTALLATION SHALL BE BASED ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE WIRE AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS. PROPERLY SIZED ELECTRICAL WIRING AND EQUIPMENT SHALL BE FURNISHED WITHOUT EXTRA COST TO THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CHANGES TO BE MADE IN THE ELECTRICAL INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE IMPACT ON FEEDERS, PANELS, FUSE AND BREAKER SIZES CAN BE CHECKED PRIOR TO THE INSTALLATION. THIS CONTRACTOR SHALL BE RESPONSIBLE FUR COORDINATING WITH THE MECHANICAL, REFRIGERATION AND PLUMBING CONTRACTORS TO VERIFY THE ACTUAL WIRE SIZING AMPS AND CORRECT SIZES OF ALL OVERLOAD HEATERS FOR ALL EQUIPMENT. 1RA 6 -2 WIRING OF THERMOSTATS AND TEMPERATURE CONTROLS. FURNISH AND INSTALL ALL POWER WIRING, AND ALL CONTROL AND INTERLOCK WIRING OF ALL THERMOSTATS AND TEMPERATURE CONTROL DEVICES INCLUDING NIGHTSTATS, TIME SWITCHES AND OVERRIDE TIMERS, ETC. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. 1 6A 6 -3 TELEPHONE SYSTEM PROVISIONS. TELEPHONE EQUIPMENT AT LOCATION AS SHOWN ON DRAWINGS. PROVIDE AND INSTALL FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4" CONDUIT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS SHOWN ON DRAWINGS. 1 6A 6 -4 DATA SYSTEM PROVISIONS, PROVIDE AND INSTALL FLUSH MOUNTED DATA OUTLET BOXES WITH 3/4" CONDUIT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS SHOWN ON DRAWINGS. 16A 6 -5 TIME SWITCHES. PROVIDE TIME SWITCHES WITH NUMBER AND TYPES OF CONTACTS, SEQUENCE, AND VOLTAGE AS NOTED GIN DRAWINGS OR AS REQUIRED BASED ON THE TIME SWITCH FUNCTION AND THE NUMBER OF BRANCH CIRCUITS CONTROLLED. TIME SWITCHES SHALL BE ELECTRONIC DIGITAL TYPE WITH MANUAL BYPASS SWITCH, AND NEMA ENCLOSURE SUITABLE FOR THE ENVIRONMENT INSTALLED. PROVIDE WIRING TO PHOTOCELLS, CONTACTORS, RELAYS OR OTHER CONTROL POINTS AS REQUIRED. TIME SWITCHES SHALL BE AS MANUFACTURED BY INTERMATIC, PARAGON OR TORK. 16A 6 -6 CONTACTORS. CONTACTORS FOR USE WITH TIME SWITCHES FOR REMOTE - CONTROLLED INSTALLATIONS SHALL BE WESTINGHOUSE, ASCO, OR SQUARE D ELECTRICALLY HELD TYPE DESIGNED FOR TUNGSTEN AND BALLAST UGHRNG LOADS. CONTACTORS MAY BE MOUNTED IN RESPECTIVE CONTROLLING PANELBOARDS AT CONTRACTOR'S OPTION. 1 6A 6 -7 MISCELLANEOUS EQUIPMENT AND CONNECTIONS. PROVIDE WIRING OF FIRE EXTINGUISHING SYSTEM FOR EXHAUST HOODS INCLUDING ELECTRICAL INTERLOCK OF AUTOMATIC FUEL SHUT -OFF VALVES AND /OR PROVISION OF SHUNT TRIP BREAKERS FOR SHUT -OFF OF ELECTRICAL EQUIPMENT UNDER HOOD. ALL WIRING AND CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. INCLUDING BUT NOT UMITED TO BAKERY EQUIPMENT, DEU EQUIPMENT, MEAT ROOM EQUIPMENT, KITCHEN EQUIPMENT, CHECKSTAND AND SCANNERS, EXHAUST HOOD FIRE EXTINGUISHING SYSTEM, ETC. ALL HARD -WIRED CONNECTIONS OF KITCHEN EQUIPMENT TO BE MADE WITH FLEXIBLE LIQUID -TIGHT METAL CONDUIT WITH GREEN GROUND CONDUCTOR INSTALLED INSIDE RACEWAY. BOTH ENDS OF GROUND CONDUCTOR TO BE BONDED. 1 6A 6 -8 FIRE ALARM SYSTEM THIS SECTOR REQUIRES THE FURNISHING. INSTALLING, TESTING AND START -UP OF COMPLETE FUNCTIONING SYSTEMS, AND EACH ELEMENT THEREOF, AS SPECIFIED OR AS DETAILED ON THE DRAWINGS OR REASONABLY INFERRED, INCLUDING EVERY ARTICLE, DEVICE OR ACCESSORY (WHETHER OR NOT SPECIFICALLY CALLED FOR BY ITEM) REASONABLY NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTION AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. ELEMENTS OF THE WORK INCLUDE MATERIALS, LABOR, SUPERVISION, SUPPUES, EQUIPMENT, TRANSPORTATION AND UTILITIES. PROVIDE AND INSTALL ALL HORN /STROBES, DUCT SMOKE DETECTORS, SMOKE DETECTORS, PULL STATIONS AND WIRING AT LOCATIONS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY BUILDING CODES, AND CONNECT TO THE FIRE ALARM PANEL. PROVIDE FIRE ALARM PANEL, COORDINATE LOCATION WITH OWNER AND LOCAL AUTHORITY HAVING JURISDICTION. ALL WIRING SHALL BE INSTALLED IN CONDUIT. HORN /STROBES SHALL BE MEET ALL REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. CONNECT FIRE ALARM PANEL TO 'BUILDING OWNER'S FIRE ALARM PANEL AND PROGRAM ACCORDING TO AHJ REQUIREMENTS. 0 16A7 EXISTING EQUIPMENT REUSE AND REMOVAL THIS CONTRACTOR SHALL REMOVE ALL EXISTING WIRING, FIXTURES, EXPOSED CONDUITS AND OTHER ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO TERMINATION OF THE WORK. ALL ABANDONED CONDUIT IN, OR SERVING, THE SPACE MUST BE REMOVED. EXISTING CONDUITS AND RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND IF SUITABLY LOCATED TO AVOID CONFUCTS WITH OTHER TRADES OR INSTALLATIONS. ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT SHALL BE CAREFULLY "FISHED" TO REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWABBED UNTIL ALL MOISTURE IS REMOVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, AND HE SHALL PATCH AND REPAIR ANY SURFACE DAMAGE RESULTING FROM HIS WORK. CONDUITS STUBBED ABOVE THE FLOOR AND NOT USED AT THE TERMINATION OF THE WORK SHALL BE CUT FLUSH WITH THE FLOOR AND PLUGGED AT BOTH ENDS, ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT THE TERMINATION OF THE CONTRACT SHALL BE RELOCATED, IF REQUIRED, AS A RESULT OF WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED IN THE DRAWINGS OR SPECIFICATIONS. NOTE: EXISTING CONDMON5 WERE TAKEN FROM ORIGINAL DRAWINGS & SITE WSRS AND MAY NOT REFLECT EXACT 'PS -BULLY CONDITIONS. CONTRACTOR SNAIL FIELD VERIFY ALL EXISTING CONDRTONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CARENU.Y COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. ENGINEER OF RECORD: CRAIG R. LANHAM ai laeas, POsE Exp this spe.:l` to an ` STAMP: PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 REVISIONS: swmoo`a.I( ISSUE DATE: 01 -05 -01 DRAWN BY: ARC MAP CHECKED BY: TM CRL oe lcoi o Hv r PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 crn OFETUKR UNAL v I e9IRE^ /J'E'HL cE ftl PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA E -4.0 ELECTRICAL SPECIFICATIONS mak v1117 SIMILAR I INTAKE ® MECHANICAL ROOF PLAN N SCALE: 1/4"=1'-0" TYPE —B FLUE FROM WATER HEATER. 28x16 M/A UP TO MAO -1 WITH TRANSITION TO UNIT CONNECTION SIZE. 7x16 1 2 GREASE DUCT 10x6 4 O CSR 1 100 (TYP. 3) (DD( 2,1 MECHANICAL LEGEND AFF ABOVE FINISHED FLOOR CFM CUBIC FEET PER MINUTE E/A EXHAUST AIR M/A MAKEUP AIR 0/A OUTSIDE AIR R/A RETURN AIR S/A SUPPLY AIR MBH 1000 BTU PER HOUR O THERMOSTAT DFTAII REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER AZEL v 0Ama■ Wm/ i — �i 16x14 CSD3 400T r I/ I /I I/' I/ '. a 1' I I I/ I/ N I/ II• I / I / I/ I/ L /_. 16 "0 CSD2 800 16 "0 SO2 $ 00 4 24x1 16 "0 10 "0 CSD2 300 m m N 16 "0 ®2 ® .w� i CR - • • 1 I� ',. 22x'2 R/A 401 41 o 22X22 my-1 701110 km ,m ^(16 ° 0 CSD2 _. 800 . - - - - -- 16x14 CSD3 400 O CONNECTION POINT OF NEW WORK TO EXISTING EQUIPMENT DESIGNATION AND NUMBER MECHANICAL NOTE DESIGNATION MECHANICAL FLOOR PLAN N SCALE: 1/4"=1'—o" 6 "0 TYPE —B FLUE -28x16 S/A UP TO RTU -1 WITH TRANSITION TO UNIT CONNECTION SIZE. 22x22 CRG (TYP. 2) HVAC KEY NOTES: ® TYPE I GREASE HOOD EXHAUST DUCTWORK SHALL BE MINIMUM 16 GAUGE BLACK IRON WITH LIQUID TIGHT WELDS AND SHALL BE PROVIDED WITH ACCESS PANELS FOR GREASE CLEANING AS REQUIRED BY NFPA 96 AND LOCAL CODES. SLOPE DUCT BACK TOWARDS HOOD AT MINIMUM OF 1/4" PER LINEAL FOOT MAINTAINING 18" CLEARANCE TO COMBUSTIBLE MATERIALS. GREASE DUCTS SHALL BE CONTAINED IN AN APPROVED FIRE —RATED ENCLOSURE SEPARATED FROM THE EXHAUST DUCT BY A MINIMUM OF 6" AND MAXIMUM OF 12 ". ENCLOSURE SHALL BE VENTILATED TO THE OUTSIDE AIR IF REQUIRED BY CODE. CONTRACTOR HAS THE OPTION, IF APPROVED BY LOCAL CODES, TO PROVIDE AN APPROVED WRAP SYSTEM IN LIEU OF TEE RATED DUCT ENCLOSURE SYSTEM. DUCT WRAP SYSTEM SHALL MEET UL REQUIREMENTS FOR GREASE DUCT ENCLOSURES. ® TRANSITION GREASE DUCTWORK AS REQUIRED TO HOOD AND FAN CONNECTIONS. PROVIDE OFFSETS AS REQUIRED TO COORDINATE WITH STRUCTURE. ® MANUAL FIRE SUPPRESSION PULL — STATION. RE: E -3 AND DETAIL. COORDINATE LOCATION WITH THERMOSTAT. ® HOOD CONTROL PANEL ON WALL AND HOOD FIRE SUPPRESSION SYSTEM TANK ABOVE CEILING. REFER TO SUPPLIER DRAWINGS AND COORDINATE EXACT REQUIREMENTS WITH SUPPLIER. ® PROVIDE BRANCH DUCT SAME SIZE AS DIFFUSER NECK DOWN TO REGISTER. © TRANSITION FULL —SIZE R/A DUCT DOWN TO RETURN GRILLES AND BRANCH DUCT WITH 45' RECTANGLE —ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES MANUAL VOLUME DAMPER RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN NECK SIZE, TYPE, CFM OF DIFFUSER, REGISTER OR GRILLE S11=121 IE 1D "0 10 "0 CSD CSD 450 450 ®�-- AIRFLOW DIRECTION INDICATORS HVAC GENERAL NOTES: 1. PRIOR TO SUBMITTING BID, THE CONTRACTOR AND SUB — CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTOR AND SUB— CONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND /OR OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. DUCTWORK AND PIPING SHALL BE ROUTED TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION DURING WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER 4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. 5. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR SHALL FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION ANC SHALL MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. CONTRACTOR SHALL FIELD VERIFY FINAL EQUIPMENT LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASES AND PENETRATIONS INTENDED FOR DUCTWORK AND PIPING ROUTINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 7. COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR. 8. CONTRACTOR SHALL INSTALL ALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 9. CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. CONTRACTOR SHALL FIREPROOF ALL PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 11. LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 12. FURNISH AND INSTALL FIRE AND /OR FIRE /SMOKE DAMPERS IN DUCTWORK AT CEILINGS AND WALLS AS REQUIRED BY BUILDING CODE AUTHORITY HAVING JURISDICTION, FIRE AND FIRE /SMOKE DAMPERS SHALL CONFORM TO NFPA AS APPLICABLE. 13. CONTRACTOR SHALL FURNISH AND INSTALL WALL AND /OR DUCT ACCESS PANELS OR DOORS FOR ACCESS TO ALL FIRE AND /OR FIRE /SMOKE DAMPERS. DAMPER SHALL BE MINIMUM SIZE OF 6" BY 6" AND SHALL BE INSTALLED WITHIN 12" OF DAMPER. PROVIDE A REMOVABLE DUCT SECTION WHERE DUCT SIZE IS TOO SMALL FOR A 6" BY 6" ACCESS DOOR. 14. THERMOSTATS SHALL BE LOCATED AND SET BY MECHANICAL CONTRACTOR AND WIRED IN CONDUIT BY ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. MOUNTING HEIGHTS SHALL MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. 15. ALL BRANCH DUCT CONNECTIONS AND TAKE —OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES SHALL HAVE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR /ROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT. 16. REFER TO SPECIFICATIONS FOR FLEXIBLE DUCT, DUCT INSULATION AND RIGID DUCT REQUIREMENTS. 17. ALL BALANCING DAMPERS SHALL BE ACCESSIBLE FOR BALANCING CONTRACTOR TO PERFORM AIR BALANCE. 18. ALL EQUIPMENT VENTS AND FLUES SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND EQUIPMENT SPECIFICATIONS. PENETRATIONS THROUGH ROOF SHALL BE HELD A MINIMUM OF 10' -0" FROM HVAC EQUIPMENT FRESH AIR INLETS AND 2'- 0" FROM ROOF PARAPETS. 19. CONTRACTOR SHALL FURNISH AND INSTALL A NEW SET OF AIR FILTERS IN ALL UNITS JUST BEFORE TURNING SYSTEM(S) OVER TO OWNER. 20. DEMOLITION SHALL BE HANDLED BY THE GENERAL CONTRACTOR. NOTE: EXISTING CONDMONS WERE TAKEN FROM ORIGINAL DRAWINGS et SITE MISRS AND MAY NOT REFLECT EXACT 'AS— BUILT' CONORIONS. CONTRACTOR SHALL FIELD VERIFY ALL lJCISTNG CONDNIONS PflIOR TO SUBMf711NG FlNPL 8105. CONTRACTOR DISCIPLINES SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLMON WITH ALL OTTER AND IXISRNG CONDITONS. ENGINEER OF RECORD: DUANE S. HENDERSON Ail Wee , Pandarr to an u PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 this specific pr per REVISIONS: ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: igsm. and plops Indite Brewing a e the property sated None of these idves, T moy o "aoe ey er dine Expm wlMoui the s ndo Eepreea Inc. BSS CPR PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE N0. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA M -1.0 MECHANICAL FLOOR AND ROOF PLAN ROOFTOP UNIT SCHEDULE MARK MANUFACTURER MODEL MODEL COOLING COIL GAS HEATING MIN. MCA MOCP V /PH WEIGHT NOTES QTY. WIDTH LENGTH KEH -1 COOK UNE CFM ESP MIN TH SH EAT MIN. OUTPUT EFF. MIN. NO. 0/A MAKEUP AIR UNIT SCHEDULE MARK (LBS) MODEL SUPPLY FAN V /PH 208/3 WEIGHT (LBS) 200 NOTES A THRU E (IN) HP (MBH) (MBH) (DB /WB) (MPH) ( %) STAGES CFM MARK SERVICE MANUFACTURER MODEL TYPE RTU -1 TRANE YCD120 3,500 0.8 1 124 90 80/67 105 80 1 850 55 60 208/3 1200 A THRU K A,B,C,D,E,G,H CSD3 SUPPLY TITUS 250 -2L ADJUSTABLE SURFACE REFER TO PLANS A,C,D,F,H CSR SUPPLY TITUS 301RL REGISTER LAY —IN REFER TO PLANS A,C,D,F,H CRG GENERAL NOTE: PROVIDE THYCURB OR CURBS PLUS ADAPTER CURBS IF INSTALLING NEW EQUIPMENT ON EXISTING ROOF PENETRATIONS. NOTES: A. EQUIPMENT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. B. EQUIPMENT SIZED FOR 85'F AMBIENT TEMPERATURE. C. SUPPLIER SHALL FURNISH EQUIPMENT WITH 2 SETS OF 2" DISPOSABLE PLEATED FILTERS (FARR 30/30 OR APPROVED EQUAL). PRIOR TO STORE OPENING, MECHANICAL CONTRACTOR SHALL REMOVE SUPPLIER'S FILTERS AND INSTALL CLEAN SET. D. SUPPLIER SHALL FURNISH EQUIPMENT WITH 12" HIGH INSULATED ROOF CURB. E. SUPPLIER SHALL FURNISH EQUIPMENT WITH THERMOSTAT AND SUBBASE WITH STAGED HEATING AND COOLING SWITCH, INCLUDING ACRYLIC, LOCKING COVER INSTALLED BY MECHANICAL CONTRACTOR. F. SUPPLIER SHALL FURNISH UNIT WITH FACTORY MOUNTED DISCONNECT SWITCH WITH CIRCUIT PROTECTION AND 120V GFI OUTLET IN UNIT CABINET. G. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL LOW VOLTAGE CONTROL WIRING IN CONDUIT FOR REMOTE CONTROL OF UNIT AND SMOKE DETECTORS. H. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWORK OF UNIT. J. WEIGHT IS BASED ON UNIT WITH ALL ACCESSORIES INCLUDING ROOF CURB. K. SUPPLIER SHALL FURNISH EQUIPMENT WITH FACTORY INSTALLED ECONOMIZER. KITCHEN EXHAUST HOOD SCHEDULE MARK EQUIP. SERVED MANUFACTURER MODEL HOOD DI MEN. (L x W x H) EXHUAST ESP (IN) EXHAUST DUCT CONNECTION WEIGHT (LBS) NOTES CFM SP (IN) QTY. WIDTH LENGTH KEH -1 COOK UNE CAPTIVE —AIRE 4524 ND 165 "x48 "x24" 4,125 0.675 1 12" 29" 587 A THRU F NOTES: A. KITCHEN EXHAUST HOOD AND ACCESSORIES FURNISHED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. B. SUPPLIER SHALL PROVIDE PRE —PIPED ANSUL OR EQUAL WET —TYPE FIRE EXTINGUISHING SYSTEM MEETING REQUIREMENTS OF NFPA -96 AND LOCAL CODES. MECHANICAL CONTRACTOR SHALL COORDINATE WITH SUPPLIER AND KITCHEN EQUIPMENT DRAWINGS FOR FIRE EXTINGUISHING SYSTEM PIPING REQUIREMENTS. C. SUPPUER SHALL PROVIDE HOOD WITH UL LISTED BAFFLE —TYPE GREASE FILTERS, GREASE DRAIN WITH REMOVEABLE CUP, AND UL LISTED VAPORPROOF INCANDESCENT LIGHT FIXTURES. D. REFER TO MECHANICAL DETAILS FOR KITCHEN EXHAUST HOOD MOUNTING HEIGHT AND REQUIREMENTS. E. SUPPLIER SHALL FURNISH STAINLESS STEEL ENCLOSURE PANELS FROM TOP OF HOOD TO FINISH CEILING AND 3" STANDOFF FROM WALL AS REQUIRED. F. SUPPUER SHALL FURNISH AUTOMATIC SOLENOID GAS SHUT —OFF VALVE; VALVE INSTALLED BY PLUMBING CONTRACTOR. EXHAUST FAN SCHEDULE MARK SERVICE MANUFACTURER MOUNTING MODEL CFM ESP (IN) HP DRIVE RPM V /PH NOTES KEF -1 KEH -1 CAPTIVE —AIRE ROOF CNU200 4,125 1.25 2 BELT 1311 208/3 A — E NOTES: A. EQUIPMENT AND ACCESSORIES FURNISHED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. B. REFERENCE MECHANICAL SPECIFICATIONS FOR FAN CONTROL AND SEQUENCE OF OPERATION. C. SUPPLIER SHALL FURNISH EQUIPMENT WITH FACTORY MOUNTED DISCONNECT SWITCH AND MOTOR STARTER. D. CONTRACTOR SHALL PROVIDE VENTED ROOF CURB AND INSTALL DISCHARGE OF FAN A MINIMUM OF 40" ABOVE THE ROOF SURFACE. E. MECHANICAL CONTRACTOR SHALL INSTALL EQUIPMENT AND ACCESSORIES IN COMPLETE COMPLIANCE WITH NFPA -96 AND ALL LOCAL CODES. MAKEUP AIR UNIT SCHEDULE MARK MANUFACTURER MODEL SUPPLY FAN V /PH 208/3 WEIGHT (LBS) 200 NOTES A THRU E CFM 3,300 ESP (IN) 0.50 HP 3 MAU -1 CAPTIVE —AIRE NSAU.1 NOTES: A. EQUIPMENT AND ACCESSORIES FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. B. REFERENCE MANUFACTURER'S SPECIFICATIONS FOR TEMPERATURE CONTROL AND SEQUENCE OF OPERATION. C. SUPPLIEP SHALL FURNISH INSULATED ROOF CURB. D. SUPPLIER SHALL PROVIDE ALL ACCESSORIES NECESSARY FOR PROPER OPERATION OF THE EQUIPMENT E. SUPPLIER SHALL FURNISH UNIT WITH MOUNTED DISCONNECT SWITCH AND MOTOR STARTER. GRILLE, REGISTER AND DIFFUSER SCHEDULE MARK SERVICE MANUFACTURER MODEL TYPE FRAME TYPE FRAME SIZE NOTES COD SUPPLY TITUS TDC LOUVERED FACE LAY —IN / SURFACE 24 "x24" A,B,C,D,E,F,H CSD2 SUPPLY TITUS PAS —AA PERFORATED LAY —IN 24 "x24" A,B,C,D,E,G,H CSD3 SUPPLY TITUS 250 -2L ADJUSTABLE SURFACE REFER TO PLANS A,C,D,F,H CSR SUPPLY TITUS 301RL REGISTER LAY —IN REFER TO PLANS A,C,D,F,H CRG RETURN TITUS 350ZR GRILLE LAY —IN 24 "x24" A,C,D,E,F,H NOTES: (EQUIPMENT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR) A. NECK SIZE SHOWN ON DRAWINGS. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE, UNLESS NOTED OTHERWISE ON DRAWING. PROVIDE RECTANGULAR —ROUND NECK ADAPTOR TO BRANCH DUCT SIZE WHERE REQUIRED. B. 4 —WAY THROW PATTERN UNLESS OTHERWISE SCHEDULED OR SHOWN ON DRAWINGS. C. BAKED ENAMEL FINISH, WHITE. D. FRAME TYPE TO MATCH CEILING CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. E. DIFFUSER OR GRILLE SHALL BE NOMINAL 24 "024" MODULE SIZE (UNLESS NOTED OTHERWISE ON HVAC PLANS) FOR LAY —IN CEILINGS AND APPROXIMATE SIZE REQUIRING MODULE FRAME COORDINATED AND FURNISHED BY THE SAME SUPPLIER FOR GYPSUM CEILINGS. F. STEEL CONSTRUCTION. C G. ALUMINUM CONSTRUCTION. H. DIFFUSER OR REGISTER SHALL HAVE INTEGRAL OPPOSED BLADE VOLUME DAMPER IN NECK OPERABLE FROM DIFFUSER FACE. INSTALL TRANSITIONS IN DUCT RISERS CEILING AS REQUIRED TO MEET DUCT SIZES AND RTU CONNECTION SIZES. TYPICAL ROOFTOP UNIT DETAIL NOT TO SCALE TYPE —B DOUBLE WALL GAS EQUIPMENT FLUE NOT TO SCALE EXTEND METAL UUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5' -0" PRE — INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METAL BAND (TYPICAL) CEIUNG DIFFUSER WITH VOLUME DAMPER, FIRE DAMPER OR COMBINATION VOLUME /FIRE DAMPER AS SCHEDULED ROOF CAP NYLON BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION O LAY —IN CEILING DIFFUSER DETAIL NO SCALE INSULATED DUCT VENTED ROOF CURB EXTENSION MAKE — UP AIR UNIT, _t ROOF CURB I I�111 mum =mom, NON—COMBUSTIBLE ONE—HOUR SLOPE OUR RATED DUCT ENCLOSURE � OSURE INSTALLED BY GENERAL CONTRACTOR (NOTE 4 BELOW CEILING MAKE —UP A R DIFFUSER. DO NOT , I TOWARD FACE OF HOOD. STAINLESS STEEL ENCLOSURE PANELS WITH HOOD. EXTEND i0 ST CEILING 1" MINIMUM / TYPICAL PE NOTES; 1. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL HOOD SYSTEMS TO CITY FOR APPROVAL PRIOR TO INSTALLATION. 2. TOTAL HOOD SYSTEM TO BE IN COMPLETE CONFORMANCE WITH NFPA, AND ALL LOCAL CODES AND REGULATIONS AND LANDLORD CRITERIA. 3. MECHANICAL CONTRACTOR SHALL COORDINATE ALL ANSUL FIRE PROTECTION SYSTEMS WITH FIRE PROTECTION CONTRACTOR WHO SHALL ALSO BE RESPONSIBLE FOR ALL PERMITS AND TESTING REQUIRED. 4. AT CONTRACTORS OPTION, A WRAP SYSTEM AS APPROVED BY LOCAL CODES MAY BE PROVIDED AS ALTERNATE TO RATED ENCLOSURE. 5. PROVIDE ACCESS PANELS AS REQUIRED BY LOCAL CODE. � TYPICAL EXHAUST HOOD DETAIL NO SCALE 1' - MEM MIMI MIN M EXHAUST FAN WITH BIRDSCREEN VENTED CURB EXTENSION GREASE TRAP INSTALL NEOPRENE GASKET BETWEEN DUCT AND FAN PREFABRICATED INSULATED CURB WITH TREATED WOOD NAILER ROOF INSULATION 6" MINIMUM ALL AROUND ROOF DECK REFER TO Y ARCHITECTURAL DRAWINGS UPBLAST GREASE EXHAUSTER 40" MINIMUM GREASE EXHAUST DUCT DOWN TO HOOD (NOTE 5 BELOW) HOOD STAINLESS STEEL FILTERS INTEGRAL DRIP TRAY LIGHTS COOKING EQUIPMENT WEATHERPROOF o (NEMA 3R) DISCONNECT SWITCH OVERSIZED GALVANIZED COVER TWO PIECE GALVANIZED COUNTER FLASHING AND CURB � UPBST GREASE EXHAUST FAN DETAIL NO SCALE cD . cv as WELDED EXHAUST DUCT UP THRU ROOF. SEE PLANS FOR SIZE AND LOCATION. ENCLOSE DUCT IN FIRE —RATED NON — COMBUSTION ENCLOSURE. D AIR BALANCE SCHEDULE EXHAUST: KEF -1 MAKEUP AIR: RTU -1 MAO -1 SERVES KEH -1 SUPPLY AIR (CFM) 3,500 3,300 COOKING HOOD SERVES PREP AREA KITCHEN EXHAUST HOODS DESIGN PERCENT OA (CFM) QA /SA 24.3% 1 00.0% 850 3,300 EXHAUST (CFM) 4,125 TOTALS (C FM) 4,125 4,150 4,150 TOTAL POSITIVE AIR FLOW PERCENT POSITIVE AIR FLOW 25 1% NOTE: EXISTING CONDMONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT 'ACT 'ps —BULLY CONDITIONS. CONTRA SHALL RELU VRIFY ALL IXISRNG CONDIRONS PRIOR TO SUBLITTDNG FlNAL BI05. CTOR CONTRACTOR SH CAREFULLY COOROItUTE NEW WORK AND DEMOLMON WITH ALL OTHER DISCIPLINES AND IXISRNG CONDIRONS. ENGINEER OF RECORD: DUANE S. HENDERSON Het PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 REVISIONS: DRAWN BY: CHECKED BY: n 0o Ttsos ar be a �' Po.00" ao E.vross ISSUE DATE: 01 -05 -01 BSS CPR tool PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA M -2.0 MECHANICAL DETAILS AND SCHEDULES s i SECTION 15: HEATING, VENTILATING AND AIR CONDITIONING: 15A 1 -1 GENERAL REQUIREMENTS. ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. IN P •N • T THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A 1 -3 MATERIAL AND WORKMANSHIP ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. ALL INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. ANY ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. 15A 1 -4 COORDINATION COORDINATE ALL WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. ANY COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE ALL CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. THE CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. THE CONTRACTOR SHALL TAKE THEIR OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR; THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. THE CONTRACTOR SHALL PROVIDE MATERIALS WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A 1 -5 ORDINANCES AND CODES, ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. ALL EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE STANDARDS AS SET FORTH BY THE UNIFORM CODES, BOCA CODES, SOUTHERN STANDARD CODES, INTERNATIONAL CODES, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICANS WITH DISABILITIES ACT (ADA), AMERICAN GAS ASSOCIATION (AGA) AND /OR ALL OTHER APPLICABLE CODES AND ORDINANCES. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. CERTIFICATES OF INSPECTION, WHERE REQUIRED, SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR AND FURNISHED TO THE OWNER. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. THE CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15A 1 -6 PROTECTION OF EQUIPMENT AND MATERIALS CONTRACTOR SHALL STORE AND PROTECT FROM DAMAGE ALL EQUIPMENT AND MATERIALS AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR — RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL WHICH HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES BROOM CLEAN AT ALL TIMES FROM FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. ALL PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 15A 1 -7 SUBSTITUTIONS THE SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED. THE CONTRACTOR SHALL, IF HE DESIRES TO SUBSTITUTE OTHER THAN SPECIFIED MATERIAL, SUBMIT IN ALTERNATE PROPOSAL FORM, WITH HIS BID, A LIST OF SUCH ITEMS INDICATING ITEM, MANUFACTURER, MODEL NUMBER, AND THAT AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID IF THE OWNER ELECTS TO ALLOW SUBSTITUTION. EACH SUCH MATERIAL SUBSTITUTION ITEM SHALL BE SEPARATELY LISTED IN ORDER THAT PROPER CONSIDERATION MAY BE GIVEN. IN ANY EVENT, ONLY THE SPECIFIED MATERIAL SHALL BE PROPOSED UNDER THE BASE BID. THE TERMS "APPROVED ", "APPROVED EQUAL ", OR "EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND VERIFY WITH ALL OTHER TRADES THAT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. THE CONTRACTOR SHALL INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN HIS BID IF ANY DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A 1 —B SHOP DRAWINGS THE CONTRACTOR SHALL, UPON BEING AWARDED A CONTRACT, SUBMIT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR ALL MAJOR ITEMS OF EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. THE CONTRACTOR SHALL PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ALL ACCESSORIES INDICATED. DATA SHALL INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS CLEARLY LABELED. MARK OUT ALL INAPPLICABLE ITEMS. 1$A 1 -9 OPERATION AND MAINTENANCE INSTRUCTIONS THIS CONTRACTOR SHALL, DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF ALL EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. THIS BROCHURE SHALL INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE ALL AS FURNISHED BY THE EQUIPMENT MANUFACTURER. MANUAL SHALL INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT. NAME, DATE, OWNER, ARCHITECT, MECHANICAL CONSULTANT, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, AND AN INDEX OF CONTENTS. ALL LITERATURE SHALL BE BOUND IN APPROVED BINDERS AND THREE COPIES SUBMITTED TO THE OWNER AT THE TERMINATION OF THE WORK. CONTRACTOR SHALL PROVIDE "AS— BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND COMPLETE CONNECTION OF PLUMBING SYSTEMS AS HEREIN DESCRIBED AND INDICATED ON THE DRAWINGS, INCLUDING NEW PLUMBING FIXTURES AND UTILITY SERVICE CONNECTIONS, AS REQUIRED. BY SIGNING THIS CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF ALL PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE PLUMBING SYSTEM AS INTENDED WITHOUT LEAKS, NOISE, OR WATER HAMMER. 15A 1 -11 CUTTING PATCHING AND ROUGH —IN THE CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION, AND SHALL OBTAIN PERMISSION FROM THE ARCHITECT BEFORE DOING ANY CUTTING. STRUCTURAL MEMBERS SHALL NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. ALL HOLES SHALL BE CUT AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, AND ANY AREAS DISTURBED BY WORK PERFORMED UNDER THIS CONTRACT SHALL BE NEATLY REPAIRED AND REFINISHED TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT 15A 1 -12 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO ALL CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. DOORS SHALL HAVE CONCEALED HINGES, SCREWDRIVER —TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL OBTAIN ARCHITECT'S APPROVAL OF TYPE AND LOCATIONS BEFORE ORDERING. 15A 1 -13 PENETRATIONS SEAL ALL MECHANICAL FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND MECHANICAL PENETRATIONS WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE —RATED ASSEMBUES. PIPING PENETRATIONS THROUGH ROOFS SHALL BE PROVIDED WITH PREFABRICATED ROOF CURBS MANUFACTURED BY CUSTOM CURB, INC., PATE COMPANY, THYCURB OR APPROVED EQUAL 15A 1 -14 AIR FILTERS. FILTERS SHALL BE FARR 30/30 THROWAWAY TYPE, OR AS OTHERWISE INDICATED. ALL AIR UNITS SHALL HAVE FILTERS INSTALLED ANY TIME THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. PROVIDE EXTRA SET OF FILTERS AND INSTALL IN UNITS JUST BEFORE TURNING OVER BUILDING TO OWNER. MANUFACTURED BY DUSTSTOP, FARR, CAMBRIDGE, OR APPROVED EQUAL 15A 1 -15 FJ FCTRICAL WIRING ALL LINE VOLTAGE WIRING SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. ALL LINE VOLTAGE CONTROL AND. INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE FURNISHED BY THE ELECTRICAL CONTRACTOR. ALL LOW VOLTAGE CONTROL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL PROVIDE WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. THIS CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A 1 -16 REFRIGERANT AND 011 FURNISH AND INSTALL FULL REFRIGERANT AND OIL CHARGE IN ALL NEW AIR CONDITIONING REFRIGERATION SYSTEMS, AND MAINTAIN IT FOR FULL TERM OF THE GUARANTEE. 15A 1 -17 FINAL TESTING AND ADJUSTMENTS CONTRACTOR SHALL PERFORM TEST READINGS ON ALL FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR. A TESTING AND BALANCING REPORT LOG SHALL BE MADE SHOWING ALL AIR SUPPLY QUANTITIES, FAN AND UNIT TEST READINGS, ETC., AND SIX COPIES OF THE FINAL COMPILATION OE DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. AIR AND WATER FLOWS SHALL BE BALANCED TO WITHIN PLUS /MINUS 10% OF DESIGN REQUIREMENTS. ALL EQUIPMENT SHALL BE ADJUSTED TO OPERATE AS INTENDED BY THE SPECIFICATION. ALL BEARINGS SHALL BE LINED UP. BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM SHALL BE REPLACED WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. ALL THERMOSTATS AND CONTROL DEVICES SHALL BE ADJUSTED TO OPERATE AS INTENDED. ADJUST BURNERS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ALL ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. ADJUST ALL AIR DEVICES TO SUPPLY THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN ALL SPACES. CALIBRATE, SET, AND ADJUST ALL AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF ALL INTERLOCK SYSTEMS, AND OPERATION OF ALL SAFETY CONTROLS. 15A 1 -18 EQUIPMENT FURNISHED BY OTHERS THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF ALL COOKING EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS AND /OR DESCRIBED IN THE GENERAL NOTES TO THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND CAPS TO OUTDOORS, DAMPERS, IN —LINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH —IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND /OR EQUIPMENT SUPPUER PRIOR TO SERVICE INSTALLATIONS. 15A 1 -19 WSW IANFOIIS REMODELING WORK PROVIDE ALL ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED TN THE DRAWINGS OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. ALL EXISTING HVAC EQUIPMENT INTENDED FOR REUSE SHALL BE THOROUGHLY CLEANED AND REFURBISHED AS REQUIRED FOR PROPER OPERATION INCLUDING REPLACEMENT OF FILTERS, BELTS, MOTORS, REMOTE CONTROLS, AND SAFETY INTERLOCKS. 15A 1 -20 EXISTING SHEI1. SPACE CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK SHOWN ON THE MECHANICAL PLANS AND THE MECHANICAL DEMOLITION SHOWN ON THE ARCHITECTURAL PLAN. ACTIVE LANDLORD OR OTHER TENANTS SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANT'S N S CONSTRUCTION MANAGER IMMEDIATELY. ALL COST FOR REPAIRS OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. TIE —INS AND MODIFICATIONS T I S 0 EXISTING LANDLORD SERVICES MUST RE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THE WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 15A2 INSIII ATION AND SHEET METAL WORK. 15A 2 -1 DUCT INSSIIATION, DUCT INSULATION SHALL HAVE AN R —VALUE OF 7 PER THE WASHINGTON ENERGY CODE PROVIDE THICKNESSES AS REQUIRED TO MEET CODE. PROVIDE DUCT LINER IN ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 3 POUND DENSITY FIBERGLASS, CERTAINTEED CORP. 'TOUGHGARD" OR OWENS— CORNING "AEROFLEX DUCT LINER. LINER SURFACE SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT, SHALL MEET ASTM C 665 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT CLEANING METHODS AND EQUIPMENT OUTLINED BY NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION (NAIMA) DUCT CLEANING GUIDE. INSTALL WITH MASTIC AND MECHANICAL FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. SHEET METAL MUST BE INCREASED BY LINER THICKNESS IN BOTH DIRECTIONS WHERE LINER IS INSTALLED. SEE DRAWINGS FOR LOCATION, THICKNESSES, ETC. CONCEALED RIGID ROUND SUPPLY, RETURN, AND OUTSIDE AIR DUCTWORK, AND ALL RECTANGULAR OUTSIDE AIR DUCTWORK SHALL BE COVERED WITH DUCT WRAP, CERTAINTEED OR EQUAL OWENS — CORNING, 3/4 POUND DENSITY, WITH HEAVY —DUTY FOIL— SCRIM —KRAFT FACING, AND WITH ALL JOINTS TAPED WITH 3" WIDE FOIL TAPE. ALL INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. ALL CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A 2 -2 DUCTWORK. FURNISH AND INSTALL ALL GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. ALL DUCTWORK SHALL BE IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. REINFORCE ALL HOUSINGS AND ALL DUCTWORK OVER 30" WITH 1 -1/4" ANGLES NOT LESS THAN 5' -6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL ,RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED B' -0 ". DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS; METAL SIZE MUST BE INCREASED TO ALLOW FOR LINER THICKNESS. DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. ALL OFFSETS IN DUCTWORK OF 45 DEGREES OR MORE SHALL HAVE AIRFOIL TYPE TURNING VANES OF SAME GAUGE AS DUCTWORK AND SHALL BE RIGIDLY FASTENED WITH GUIDE STRIPS. VANES IN DUCTWORK OVER 30" DEEP SHALL BE INSTALLED IN MULTIPLE SECTIONS WITH VANES NOT OVER 30" LONG AND SHALL BE RIGIDLY FASTENED. ALL FANS, BLOWERS, UNITS, ETC. SHALL BE CONNECTED TO DUCTWORK WITH NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO —DYNE, ELGEN, VENTFABRIC OR EQUAL. ALL CANVAS CONNECTIONS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. PROVIDE BALANCING DAMPERS WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, COORDINATE ACCESS DOOR LOCATION WITH ARCHITECT, OR AT CONTRACTOR'S OPTION, A YOUNG'S REGULATOR CONCEALED VOLUME DAMPER WITH EXTENSION ROD AND CEILING OPERATOR MAY BE USED. COORDINATE CEILING OPERATOR LOCATION WITH ARCHITECT. SPUTTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE, FACTORY MADE BY RUSKIN, APC, AIR BALANCE, OR APPROVED EQUAL. OUTSIDE AIR DAMPERS SHALL BE RUSKIN MODEL CD -50, GREENHECK, AIR BALANCE, OR APPROVED EQUAL. PROVIDE FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR /ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ALL ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SI7F GAUGE 14" & UNDER 28 15 "'THRU 26" 26 SPIROSAFE PREMANUFACTURED DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY UQUID JOINT SEALANT MAY BE OMITTED ON SPIROSAFE DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24' IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. FITTINGS LARGER THAN 24" IN DIAMETER SHALL BE CONTINUOUSLY WELDED. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR ALL LARGER SIZES. ALL 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE. (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA. 15A 2 -3 FLEXIBLE DUCT. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 8, THERMAFLEX TYPE GKM, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.1B1 CLASS 1, ACOUSTICAL INSULATED DUCT, 1 -1/2" (R -4.2) FIBERGLASS INSULATION. FLEXIBLE DUCTWORK SHALL HAVE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. jQA 2 -4 FLUES WHERE FLUES ARE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL METALBESTOS TYPE "B" MODE'_ QC OR RV DOUBLE WALL GAS VENT FLUES FROM THE VARIOUS ITEMS OF GAS —FIRED EQUIPMENT UP TO METALBESTOS FLUE CAPS ABOVE THE ROOF. SINGLE WALL FLUES ARE UNACCEPTABLE. FLUES SHALL BE COMPLETE WITH ALL NECESSARY FITTINGS, CONNECTORS, FLASHING CONE, STORM COLLAR, THIMBLE SUPPORTS, GUY WIRES, AND OTHER ACCESSORIES, AND SHALL BF INSTALLED AS RECOMMENDED RY THE MANUFACTURER, AND IN CONFORMANCE WITH APPLICABLE CODES. FLUES SHALL BE FLASHED WATERTIGHT AT THE ROOF LINE. 15A 7 -5 AIR DFVICFS. PROVIDE ALL AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, METAL —AIRE, KRUEGER, TITUS, TEMPMASTER, OR. E.H. PRICE. AIR DEVICES SHALL BE SELECTED TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE ALL DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. CONTRACTOR SHALL COORDINATE FINAL LOCATION, FRAME, AND MOUNTING 'TYPE OF ALL AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. 15A 2 -6 FIRE DAMPERS PROVIDE FIRE DAMPERS WHERE SHOWN ON DRAWINGS, AND AS REQUIRED BY CODE ENFORCING AUTHORITY. DAMPER RATINGS SHALL BE AS REQUIRED TO MAINTAIN THE FIRE AND /OR SMOKE RATINGS NOTED ON THE ARCHITECTURAL DRAWINGS. FIRE DAMPERS SHALL CONFORM TO NFPA -90A AND UBC STANDARD 43 -7 WITH RECOMMENDED STEEL SLEEVES, 165 ?F FUSIBLE LINK, SPRING CATCHES AND NON— CORROSIVE BEARINGS. DAMPERS SHALL BE U.L. LISTED, MANUFACTURED BY RUSKIN, GREENHECK, AIR BALANCE, CESCO, UNITED AIR OR NAILOR INDUSTRIES. PROVIDE ACCESS DOOR IN DUCT FOR INSPECTION AND SERVICE TO FIRE DAMPER AND FUSIBLE LINK. 15A 2 -7 I OIIVFRS. PI EN11M5. SCREENS INTAKE AND EXHAUST AIR LOUVERS SHALL BE RUSKIN MODEL ELF375X OR EQUAL GREENHECK, PENN, AMERICAN WARMING & VENTILATING, CESCO, INDUSTRIAL LOUVERS OR LOUVERS & DAMPERS AS SCHEDULED ON THE DRAWINGS. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECTURAL DRAWINGS. LOUVERS SHALL BE STATIONARY, WITH MILL FINISH. LOUVERS SHALL HAVE EXTRUDED ALUMINUM BLADES, 0.080" WALL THICKNESS, 45 DEGREE BLADE ANGLE, BLADES ON 5" CENTERS; FRAME SHALL BE EXTRUDED ALUMINUM, 0.080" WALL THICKNESS; WITH EXPANDED FLATTENED ALUMINUM BIRDSCREEN. LOUVERS SHALL HAVE A MINIMUM FREE AREA OF 45 %, WITH A MAXIMUM AIR PRESSURE DROP OF 0.1" AT FREE AREA VELOCITY. PROVIDE BIRDSCREENS AND /OR INSECT SCREENS ON ALL LOUVERS, DUCTS, HOODS, FANS, AND OPENINGS TO THE OUTDOORS AS SCHEDULED AND /OR NOTED ON THE BI SCREENS SHALL BE NO. 19 GAGE GALVANIZED STEEL, 1 DRAWINGS. RD 2" MESH / ALUMINUM MESH. INSECT SCREENS SHALL BE ALUMINUM MESH. 112 -8 EXHAUST AIR SYSTEMS. ROOF F MOUNTS UPBLAST EXHAUST FANS FURNISHED BY THE OWNER SHALL BE CAPTIVE —AIRE, COMPLETE WITH ALUMINUM HOUSING, ALUMINUM CENTRIFUGAL WHEEL, MOTOR WITH INTEGRAL THERMAL OVERLOAD PROTECTION, DISCONNECT SWITCH IN HOUSING, DRAIN TROUGH, BIRDSCREEN AND VENTED ROOF CURB. CEILING MOUNTED EXHAUST FANS SHALL BE AS SCHEDULED ON THE DRAWINGS, OR EQUAL COOK, PENN, CARNES, OR JENN —AIR, COMPLETE WITH ISOLATED BLOWER UNIT AND CEILING GRILLE. PROVIDE DISCONNECT SWITCH, BACKDRAFT DAMPER, DISCHARGE DUCT, ROOF JACK, AND NEOPRENE VIBRATION ISOLATORS WITH ALL — THREAD HANGING RODS. 15A 2 -9 KITCHEN EXHAUST AIR SYSTEMS. DUCTS CONNECTING TYPE 1 EXHAUST HOODS TO EXHAUST FANS SHALL BE #16 GAUGE BLACK IRON WITH CONTINUOUSLY WELDED JOINTS AND CLEAN —OUT DOORS. DUCT SHALL BE ENCLOSED IN FIREPROOF ENCLOSURE PER 1996 BOCA MECHANICAL CODE. SLOPE DUCT BACK TOWARDS HOOD AT MINIMUM OF 1/4" PER UNEAL FOOT. AT CONTRACTOR'S OPTION, A UL LISTED CONCENTRIC DUCTWORK PACKAGE MAY BE USED ON LIEU OF THE WELDED BLACK IRON DUCT FOR CONNECTING HOOD TO EXHAUST FAN, DUO —AIRE OR EQUAL. MANUFACTURER SHALL PROVIDE UL LISTING NUMBER AND VERIFICATION CERTIFICATE AS A PART OF THE SHOP DRAWING SUBMITTAL. DUCT PACKAGE SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. EXHAUST HOODS FURNISHED BY THE OWNER SHALL BE CAPTIVE —AIRE SINGLE SHELL STAINLESS STEEL; ICBO APPROVED AND UL CERTIFIED FOR AIR QUANTITIES AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH MANUFACTURER'S DATA. MANUFACTURER SHALL PROVIDE UL LISTING NUMBER AND VERIFICATION CERTIFICATE AS A PART OF THE SHOP DRAWING SUBMITTAL. HOOD SHALL BE IN CONFORMANCE WITH NFPA BULLETIN 96 AND UL STANDARD 710, AND SHALL BE 18 GAUGE STAINLESS STEEL WITH ALL WELDS POLISHED, HOOD SHALL CONTAIN FULL LENGTH STAINLESS STEEL FILTER HOLDER WELDED TO HOOD WITH INTEGRAL DRIP TRAP AND U.L. CLASSIFIED, X —AIR STAINLESS STEEL FILTERS INSTALLED AT 45 DEGREES FROM HORIZONTAL. PROVIDE VAPORPROOF INCANDESCENT LIGHTS, AND CONTROL PANEL WITH PILOT LIGHTS AND SWITCHES FOR FAN AND LIGHTS. HOOD PACKAGE SHALL INCLUDE 3" FILLER PANEL AT WALL, AND STAINLESS STEEL CLOSURE PANELS FROM TOP OF HOOD TO FINISHED CEILING. MAKEUP AIR UNIT FURNISHED BY THE OWNER SHALL BE PHOENIX EVAPORATIVE COOLER, AS NOTED ON THE DRAWINGS, WITH FACTORY WIRED CONTROL CENTER WITH ALL DISCONNECT SWITCHES, MAGNETIC STARTERS, CONTROLS, ETC., MOUNTED IN AN ENCLOSURE, ALUMINIZED STEEL HOUSING WITH BAKED ENAMEL FINISH, AND VIBRATION ISOLATORS. PROVIDE A REMOTE CONTROL PANEL WITH SWITCHES FOR FAN AND LIGHTS. COORDINATE CONTROLS WITH HOOD AND EXHAUST FAN SUPPUER. REMOTE PANEL SHALL FLUSH MOUNT IN WALL. HOOD SUPPLIER SHALL PROVIDE PRE —PIPED ANSUL OR APPROVED EQUAL WET CHEMICAL TYPE FIRE EXTINGUISHING SYSTEM FOR EACH HOOD AS SCHEDULED ON DRAWINGS COMPLETE WITH HOOD NOZZLES, WET CHEMICAL CYLINDERS, PIPING, ETC. AND ALL ACCESSORIES TO PROVIDE AN APPROVED, OPERATING SYSTEM. PROVIDE MANUAL PULL STATION(S) AT LOCATIONS SHOWN ON THE DRAWINGS. SYSTEM SHALL BE IN FULL CONFORMANCE WITH NFPA -96. HOOD SUPPLIER SHALL PROVIDE MECHANICAL OR ELECTRICAL GAS SHUTOFF VALVE TO SHUTOFF FUEL OR POWER SOURCE TO COOKING EQUIPMENT UPON DETECTION OF FIRE. VALVE SHALL HAVE A CLEARLY MARKED OPEN /CLOSED INDICATOR. VALVE SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. 15A.3 HVAC EQUIPMENT 15A 3 -1 ROOFTOP UNITS (GAS FIRED HEAT) TRANE MODEL YCD ELECTRIC COOLING / GAS HEATING, ROOFTOP UNIT AS SCHEDULED ON THE DRAWINGS, OR EQUAL CARRIER, OR LENNOX, COMPLETE WITH FACTORY INSTALLED DIRECT —DRIVE HERMETIC COMPRESSORS WITH INTERNAL SPRING VIBRATION ISOLATION, BUILT —IN MOTOR THERMAL OVERLOAD PROTECTION, AND LOW PRESSURE SWITCHES; DIRECT EXPANSION COOLING AND CONDENSING COILS, 9.0 MINIMUM EER RATING WITH IPLV OF 8.9 (COOLING); CENTRIFUGAL EVAPORATOR BLOWER; AIR FILTER RACK 2" THICK THROWAWAY FILTERS; PROPELLER TYPE CONDENSER FAN, COMPLETE FACTORY INSTALLED MICRO — PROCESSOR CONTROLS INCLUDING ANTI —SHORT CYCLE TIMERS, TIME DELAY RELAYS AND MINIMUM "ON" TIME CONTROLS, BUILT —IN THERMAL OVERLOAD PROTECTION ON ALL MOTORS AND COMPRESSORS; MANUAL OUTDOOR AIR DAMPER; FACTORY INSTALLED LOW AMBIENT CONTROLS DOWN TO 0 ME; WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC COATED, HEAVY GAUGE, GALVANIZED STEEL WITH WEATHER— RESISTANT BAKED ENAMEL FINISH; MINIMUM 12" HIGH INSULATED DOWNFLOW ROOF CURB; SINGLE POINT ELECTRICAL POWER CONNECTION. THERMOSTAT SHALL BE HONEYWELL OR EQUAL ELECTRONIC PROGRAMMABLE TYPE, SEVEN DAY MODEL, MANUAL CHANGEOVER, SWITCHING SUBBASE, MULTI —STAGE AS REQUIRED TO MATCH UNIT COOLING /HEATING STAGING. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A UL LISTED DUCT TYPE SMOKE DETECTOR IN SUPPLY AIR AND RETURN AIR DUCTWORK AS REQUIRED BY CODE TO SHUT DOWN ROOFTOP UNIT UPON DETECTION OF SMOKE. UNIT SHALL BE COMPLETE WITH MANUFACTURER'S ONE YEAR GUARANTEE ON ALL COMPONENTS PLUS AN ADDITIONAL FOUR YEAR GUARANTEE ON THE COMPRESSORS AND HEAT EXCHANGERS. 15A4 TEMPERATUE CONTROLS. 15A 4 -1 TEMPERATURE CONTROLS THE HVAC EQUIPMENT SUPPLIER SHALL INCLUDE WITH HIS EQUIPMENT PACKAGE A SYSTEM OF CONTROLS INCLUDING ALL THERMOSTATS, AND ALL RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. HE SHALL ALSO PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT. SMOKE DETECTORS WITH UL LISTING (OR HEAT DETECTORS, IF PERMITTED BY CODE) SHALL BE PROVIDED FOR EACH UNIT TO SHUT DOWN SUPPLY FAN UPON ACTIVATION. EQUIPMENT SUPPLIER SHALL PROVIDE ALL SUPERVISION AND ON —JOB CHECKOUT SERVICE AS REQUIRED TO ASSURE THAT INSTALLATION BY THE ELECTRICAL CONTRACTOR MEETS ALL REQUIREMENTS OF THE SPECIFICATION. MANUFACTURERS AND MODEL NUMBERS ARE LISTED FOR REFERENCE AS TO QUALITY AND FEATURES REQUIRED FOR THE CONTROL DEVICES. PROVIDE CONTROL DEVICES BY BARBER — COLMAN, HONEYWELL, JOHNSON CONTROLS, TRANE OR WHITE RODGERS WITH QUALITY AND FEATURES AS INDICATED. SEVEN DAY PROGRAMMABLE, OCCUPIED /UNOCCUPIED THERMOSTATS FOR MULTIPLE STAGES OF HEATING AND COOLING SHALL BE HONEYWELL SERIES T7300 THERMOSTAT WITH 07300 SUBBASE. PROVIDE HONEYWELL TG512A1009 GUARDS FOR PROGRAMMABLE TYPE THERMOSTATS. 15A4 -7 SEQUENCE OF OPERATION ROOFTOP UNIT CONTROL (RTII -11• ROOFTOP UNIT SUPPLY AIR FAN SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS TO MAINTAIN MINIMUM VENTILATION. ROOM THERMOSTAT SHALL CYCLE STAGE(S) OF COOLING AND GAS HEATING TO MAINTAIN SETPOINT (75 DEGREES FAHRENHEIT, ADJUSTABLE). DUCT MOUNTED SMOKE DETECTORS SHALL SHUTDOWN ALL ROOFTOP UNITS UPON ALARM FROM ANY SINGLE ROOFTOP UNIT. ECONOMIZER OUTSIDE AIR DAMPERS SHALL CLOSE WHEN UNIT IS OFF AND OPEN TO MINIMUM OUTSIDE AIR VOLUME AS SCHEDULED WHEN UNIT IS RUNNING BUT NOT IN ECONOMIZER MODE. UNIT SHALL GO INTO FULL ECONOMIZER MODE WHEN OUTSIDE AMBIENT TEMPERTURE IS 56' F OR LESS AND COOLING IS REQUIRED, REFERENCE OTHER EQUIPMENT SEQUENCES FOR INTERLOCK REQUIREMENTS WITH ASSOCIATED EQUIPMENT. MAKEUP AIR UNIT. (MAU -1)• MAKEUP UNIT SUPPLY AIR FAN SHALL BE ENERGIZED WHEN EXHAUST FAN KEE -1 IS ENERGIZED. MAKEUP UNIT SUPPLY AIR FAN SHALL BE DE— ENERGIZED BY ANY KITCHEN EXHAUST HOOD FIRE EXTINGUISHING SYSTEM. KITCHEN EXHAUST HOOD FAN CONTROI (KFF -1)• KEF -1 SHALL BE ENERGIZED BY KITCHEN EXHAUST HOOD CONTROL PANEL WITH SWITCH FOR FAN TO BE PROVIDED BY THE EXHAUST HOOD SUPPLIER, AND INSTALLED BY ELECTRICAL CONTRACTOR. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR. INTERLOCK ROOFTOP UNIT WITH MAU -1 SO THE ROOFTOP UNIT'S SUPPLY AIR FAN IS ENERGIZED WHEN MAU -1 IS ENERGIZED. INTERLOCK MAU -1 WITH KEF -1 SO THE MAKEUP AIR UNIT SUPPLY AIR FAN IS ENERGIZED WHEN THE EXHAUST FAN IS ENERGIZED. THE KITCHEN EXHAUST HOOD FAN (KEF -1) SHALL CONTINUE TO RUN IF THE KITCHEN EXHAUST HOOD FIRE EXTINGUISHING SYSTEM IS ACTIVATED. NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT W EXACT `AS— BUILT' CONDITIONS. CONTRAC SMALL EID RIFY ALL TO WORK AND D FINAL Blps. TOR CONTRACT SM WORT( PNO DEMOLRIINI W. ALL OTHER DISCIPLINES IXISRNG CO PRIOR CAREFULLY COORDINATE NEW AND EXISTING CONDIPONS ENGINEER OF RECORD: DUANE S. HENDERSON All ideas. Pando this speNp< men to an p er. REVISIONS: PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 co x o0 rPOrouon� Fonda Express ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: BSS CPR PANDA PROJECT #: M1-01-14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913 - 649 -8181 STAMP: PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA M -3.0 MECHANICAL SPECIFICATIONS HOOD Na. FILTER(S) LIGHT(S) MAX. COOKING TEMP. EXHAUST PLENUM FIRE UTILITY SYSTEM CABINET(S) ELECTRICAL SWITCHES FIRE SYSTEM PIPING HOOD WEIGHT TYPE STY HEIGHT LENGTH QTY. TYPE WARDLOCATID LENGTH CFM S.P. TYPE I SIZE 13' 9.00' MODEL # QUANTITY LOCATION 1 SS Baffle with Handles 3 16' 16' 4 Incandescent Lights NO YES 581 LBS. 6 16' 20' HOOD MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIGURATION SWITCHES ON HOOD TOTAL EXH. CFM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENGTH CFM S.P. WIDTH LENGTH CFM S.P. QUANTITY LOCATION I 4524 ND 13' 9.00' 600 Deg. 4125 12' 29' 4125 - 0.675' 0 304 SS Where Exposed HOOD NO, OPTION UNINSULATED STANDOFF 1 BACK STANDOFF 3' Wide ? i LEFT END STANDOFF 3' Wide RIGHT END STANDOFF 3' Wide 48 HOOD INFORMATION HOOD OPTIONS PLAN VIEW - 13' 9.00' LONG 4524ND HANGING ANGLE 3' UNINSULATED STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS 4 P 4 EXHAUST RISER x-16" U.L. CLASSIFIED / BAFFLE -TYPE GREASE FILTERS (LOPED GREASE DRAIN WITH REMOVABLE CUP 45' 48' EQUIPMENT BY OTHERS _100W VAPORPROOF INCANDESCENT LIGHT 33' MIN 48' MAX SECTION VIEW - MODEL 4524 - ND 24' 78' NOM 1/2' DIA. ALL THREAD ROD 1/2' DIA HEAVY OUAY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE AN STEEL HANGING ANGLE •O AND NUTS TO BE SUPPUEO BY INSTAWNG CONTRACTOR H ING ANGLE IS PRE - PUNCHED AT FACTORY HANGING ANGLE DETAIL EXHAUST CFM.LENGTH OF HOOD X CFM/UN.Ff. (LOAD) SUPPLY CFM.EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT ARFA.144 X CFM FMP(•) DUCT LENGTH. TOTAL DUCT AREA DUCT DEPTH •CAPTVE_AIRE VENTLAMR DUCT 512ES ARE L USING PN EMUST VELOGTY OG 160 FPM AND A SUPPCALY WUTro DOABLE D OF 1000 {A FMP. PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT 512E5 CALCULATIONS UTILIZED 55PTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: • NFPA /96 • NSF • 8.0.CA. II93 -18 • LOBO. 34418 • SECO PST & ESI N0. 93137 • U.L UNIED #MH12108 • LDS ANGELES RR /8080 S TF D MH12106 NSF. NF A' BUILDING CODES S,APTXVE - AIr4F HOODS/ AQUA -MATIC HAS OPTIONAL TI Ft JAN.. ^.F REDUCTION SYSTEMS AVAIL ARI F AS FOI I OWS• MATERIAL NON - COMBUSTIBLE NONE REQUIRED UNITED - COMBUSTIBLE 3' UNINSUUTEO STANDOFF COMBUSTIBLE 3 INSULATED STANDOFF TABLE 1 CLEARANCE REDUCTION SYSTEM 1. ALL ELECTRICAL 'FIELD' CONNECTIONS AND REUTED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD` CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. A CO LL NTRACTORS. ASSOCNTED HANGER MATERIALS BY INSTAUJNG 4. 8' LONG FACTORY LOCATED AND WELDED HANGER BRACKETS AS SHOWN ON PLANS. 5. ALL CONNECTIONS FROM CAPTIVE -AIRE DUCT PER THE PLANS BY MECHANICAL CONTRACTORS. ALL LIGHTS SHOWN INSTALLED BY CAPTVE -AIRE. ARE FACTORY N BET WEEN HOODS AND TO SW PER THE PLANS. BY INTERCONNECTIONS ELECTRICAL CO BETWEEN BY ELETRIL CONTRACTOR. 7. LCONTRACTOAMPS FOR R INSTALLING GHT FIXTURES BY INSTALLING 8. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. IN= CONTRACTORS ASSUME ALL R TEb ftEPON51f9Lf1Y FOR VERIFICATION OF DIMENSIONAL WTA CONTAINED ON THERE DOCUMENTS FOR ACCUR INTEGRATION, AND ADMINISTM110N OF COO. REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. 10. SIG HED i '•PPROVED` COPIER OF THIS DOCUMENT MU _- BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. 11. NOMINAL H000 DIMENSIONS AS SHOWN ON DRAWINGS. GENERAL NOTES Approved as Noted ❑ Approved with NO EiteaptIon Token ❑ Rhea and Resubmit ❑ SIn9nalure Your TRIe Date CUSTOMER APPROVAL TO MANUFACTURE TYP, pn � IT CEIV TEt' -- THIS SHEET IS PROVIDED FOR INF❑RMATI ❑N ONLY, ALL EQUIPMENT AND ACCESSORIES SHALL BE COORDINATED BETWEEN CAPTIVE -AIRE AND PANDA EXPRESS. RECEIVED CITY OF TUKWILF REVISIONS DESCRIPTION A A A A DATE, W ea DATE: 1 -3 -01 DWG. #: pandatukwilla DRAWN BY: AJJ SCALE: 3/4" = 1 Ft HOOD DETAIL PLAN SHEET* 17910 SKYPARK SUITE 210, IRVINE, CA 92614. PHONE: (949) 660-7701, (800) 967-7701-FAX: (949) 660-7702. Visit us at www.captiveair.com SOUTHERN CALIFORNIA REGIONAL OFFICE Per �0' UNINSULATED STANDOFF AJOUNtl1S ❑ ivinSN1NN .E 00' 45.00' ? i 1200*-- - 2900' Hood #1 O U.L. Listed Incandescent Lights ® I o I — EL EXHAUST 3' 82.50' 82.50' 3' 13' 9.00' 48 HOOD INFORMATION HOOD OPTIONS PLAN VIEW - 13' 9.00' LONG 4524ND HANGING ANGLE 3' UNINSULATED STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS 4 P 4 EXHAUST RISER x-16" U.L. CLASSIFIED / BAFFLE -TYPE GREASE FILTERS (LOPED GREASE DRAIN WITH REMOVABLE CUP 45' 48' EQUIPMENT BY OTHERS _100W VAPORPROOF INCANDESCENT LIGHT 33' MIN 48' MAX SECTION VIEW - MODEL 4524 - ND 24' 78' NOM 1/2' DIA. ALL THREAD ROD 1/2' DIA HEAVY OUAY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE AN STEEL HANGING ANGLE •O AND NUTS TO BE SUPPUEO BY INSTAWNG CONTRACTOR H ING ANGLE IS PRE - PUNCHED AT FACTORY HANGING ANGLE DETAIL EXHAUST CFM.LENGTH OF HOOD X CFM/UN.Ff. (LOAD) SUPPLY CFM.EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT ARFA.144 X CFM FMP(•) DUCT LENGTH. TOTAL DUCT AREA DUCT DEPTH •CAPTVE_AIRE VENTLAMR DUCT 512ES ARE L USING PN EMUST VELOGTY OG 160 FPM AND A SUPPCALY WUTro DOABLE D OF 1000 {A FMP. PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT 512E5 CALCULATIONS UTILIZED 55PTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: • NFPA /96 • NSF • 8.0.CA. II93 -18 • LOBO. 34418 • SECO PST & ESI N0. 93137 • U.L UNIED #MH12108 • LDS ANGELES RR /8080 S TF D MH12106 NSF. NF A' BUILDING CODES S,APTXVE - AIr4F HOODS/ AQUA -MATIC HAS OPTIONAL TI Ft JAN.. ^.F REDUCTION SYSTEMS AVAIL ARI F AS FOI I OWS• MATERIAL NON - COMBUSTIBLE NONE REQUIRED UNITED - COMBUSTIBLE 3' UNINSUUTEO STANDOFF COMBUSTIBLE 3 INSULATED STANDOFF TABLE 1 CLEARANCE REDUCTION SYSTEM 1. ALL ELECTRICAL 'FIELD' CONNECTIONS AND REUTED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD` CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. A CO LL NTRACTORS. ASSOCNTED HANGER MATERIALS BY INSTAUJNG 4. 8' LONG FACTORY LOCATED AND WELDED HANGER BRACKETS AS SHOWN ON PLANS. 5. ALL CONNECTIONS FROM CAPTIVE -AIRE DUCT PER THE PLANS BY MECHANICAL CONTRACTORS. ALL LIGHTS SHOWN INSTALLED BY CAPTVE -AIRE. ARE FACTORY N BET WEEN HOODS AND TO SW PER THE PLANS. BY INTERCONNECTIONS ELECTRICAL CO BETWEEN BY ELETRIL CONTRACTOR. 7. LCONTRACTOAMPS FOR R INSTALLING GHT FIXTURES BY INSTALLING 8. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. IN= CONTRACTORS ASSUME ALL R TEb ftEPON51f9Lf1Y FOR VERIFICATION OF DIMENSIONAL WTA CONTAINED ON THERE DOCUMENTS FOR ACCUR INTEGRATION, AND ADMINISTM110N OF COO. REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. 10. SIG HED i '•PPROVED` COPIER OF THIS DOCUMENT MU _- BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. 11. NOMINAL H000 DIMENSIONS AS SHOWN ON DRAWINGS. GENERAL NOTES Approved as Noted ❑ Approved with NO EiteaptIon Token ❑ Rhea and Resubmit ❑ SIn9nalure Your TRIe Date CUSTOMER APPROVAL TO MANUFACTURE TYP, pn � IT CEIV TEt' -- THIS SHEET IS PROVIDED FOR INF❑RMATI ❑N ONLY, ALL EQUIPMENT AND ACCESSORIES SHALL BE COORDINATED BETWEEN CAPTIVE -AIRE AND PANDA EXPRESS. RECEIVED CITY OF TUKWILF REVISIONS DESCRIPTION A A A A DATE, W ea DATE: 1 -3 -01 DWG. #: pandatukwilla DRAWN BY: AJJ SCALE: 3/4" = 1 Ft HOOD DETAIL PLAN SHEET* 17910 SKYPARK SUITE 210, IRVINE, CA 92614. PHONE: (949) 660-7701, (800) 967-7701-FAX: (949) 660-7702. Visit us at www.captiveair.com SOUTHERN CALIFORNIA REGIONAL OFFICE FAN UNIT NO, FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S.P. RPM H.P. 0 VOLT BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT 1 CNU 200 CNU 200 2.000 4125 - 1.250' 1311 2000 3 208 20' X 25' 150 Supply 3 3.000 208 2 NSAU.1 -010 G -12 010 N0AU1 3300 0.250' 1247 3000 3 208 NO TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 H.P. VOLT. 1 Hinged 31111000 Wall Mount SS Wall Mount Box 1 Light 1 Fan 23.000'W x 23.000'L x Exhaust 3 2.000 208 20 23 16 22 1 20' X 25' 150 Supply 3 3.000 208 MODEL BLOWER HP RANGE A B C D F FILTER OTT. FILTER SIZE WEIGHT 27.000'W G -7 .33 - L5 Vented Hinged 2 # 2 Curb G -12 23.000'W x 23.000'L x 14.000'H 15 -7/8 NSAU 1 26 20 23 16 22 1 20' X 25' 150 LBS G -10 .33 - 3 G -12 .5 - 3 NSAU 2 36 25 29 25.5 33 2 20° X 25' 250 LBS G -15 .5 -3 NO. FAN ITEM SUPPLY GREASE CUP SIZE WALL MOUNT SIDE DISCHARGE 1 # 1 Curb 27.000'W x 27.000'L x 20.000'H Vented Hinged 2 # 2 Curb G -12 23.000'W x 23.000'L x 14.000'H 15 -7/8 FAN UNIT NO. FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 NSAU 1 G -10 23 14 11 -3/4 13 -1/2 G -12 2 13 -3/4 15 -7/8 NSAU -2 G -15 32.5 14 16 -1 /8 MODEL BLOWER G H J K G -7 8 -1/2 9 -1/2 NSAU 1 G -10 23 14 11 -3/4 13 -1/2 G -12 13 -3/4 15 -7/8 NSAU -2 G -15 32.5 14 16 -1 /8 18 -7/8 CNU SERIES UPBLAST EXHAUST FAN BELT DRIVEN ITIMMEN. r Thi F (DIA) A SQ. F (DIA) FAN DIMENSIONAL DATA FAN INFORMATION FAN ACCESSORIES AIR INLET OPENING FEATURES: I THE TRANSITION BETWEEN OPTIONS: I THE DUCTWORK AND FAN BASE SHOULD BE EQUAL TO OR GREATER THAN R (DIA) DIMENSION - DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) - ROOF MOUNTED FANS - RESTAURANT MODEL - UL 762 & UL 705 - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION - GREASE EXHAUST CLASSIFICATION TESTING; NORMAL TEMPERATIIRF TFST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (148 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. FAN MODEL CNU200 A SQ. 28 31 -7/8 C 39 -3/4 28 -5/8 28 -1/4 F (DIA) 39 R (DIA) 20 WEIGHT 187 ABNDRMAI FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 ° F (315 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. GREASE CUP HINGED CURB PITCHED CURB INSULATED CURB G CURB DIMENSIONAL DATA MODEL CNU200 27 20 3' CONTINUOUS FLASHING ROOF OPENING DIMENSIONS (0-2) X (G -2) PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. VENTED CURB 20 GAUGE ALUMINIZED STEEL CONSTRUCTION SPECIFY PITCH. EXAMPLE: 7/12 PITCH = 30° SLOPE NSAU - 1 AND NSAU - 2 SERIES DOWN DISCHARGE SUPPLY FANS EXTERNAL SERVICE DISCONNECT SUPPLY FAN ELECTRICAL DROP H F' GALVANIZED SUPPLY FAN I 41 17%1' I B CURB WITH D0 GA. CONSTRUCTION 3' CONTINUOUS FLASHING T POVER 3 VIBE, 3 PHASE VOLTS = BREAKER AMPS III III III L'J L'9 EXHAUST SUPPLY FAN l FpN 1 nnl--n GROUND WIRING FOR 12" X 18" X 6' HINGED �� (2,1 COVERED ELECTRICAL BOX BLOWER OUTLET SIZE ROOF OPENING UL LISTED (UL 705) FILE# E121685 SUPPLY AIR UNIT DIMENSIONAL DATA FILTER INTAKE THROUGH FILTER —NC �• NO — C MICROS STATUS V1TH FIRE SYSTEM ARMED oeIommtufl MICROSWITCH wow- — — — FIELD WIRING CURB /ROOFTOP DIMENSIONAL DATA PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS, SPECIFY PITCH EXAMPLE. 7/12 PITCH = 30' SLOPE J / 30° 12 CAPTIVE -AIRE SYSTEMS, INC. RESERVES THE RIGHT TD MODIFY THE DESIGN, MATERIALS AND /OR SPECIFICATIONS AS A RESULT GF CO ➢E REQUIREMENTS OR PRODUCT ENHANCEMENTS RESULTING FROM ONGOING RESEARCH AND DEVELOPMENT. UI .ISM 1.11 SUBJECT 5OAA FIIF P F13869Q vOLTS I EXHAUST, 1 SUPPLY 1 LIGHT, 1 FAN SWITCH THIS SHEET IS PROVIDED FOR INFORMATION ONLY, ALL EQUIPMENT AND ACCESSORIES SHALL BE COORDINATED BETWEEN CAPTIVE -AIRE AND PANDA EXPRESS, 7 PECE TUMkILr CITY OF ?ERMIT 0EI. DATE: 1 -3 -01 DRAWN BY: DWG. #: pondatukwilla AJJ SCALE: 3/4" = 1 Ft SFIFFTi HOOD DETAIL PLAN (TYP.) 4 "SAN 4"GW 2V 4 "sAN 4 "SAN EXISTING 2"VENT (VERIFY LOCATION) 2 EXISTING 6 "SAN (VERIFY LOCATION) 3 "SAN 2 "SAN 3 "SAN PLUMBING O WASTE AND VENT PLAN 0 SCALE: 1/4" = 1' -0" PLAN 1 -1/2"V 2) EXISTING 2- 1 /2"VENT (VERIFY LOCATION) 4 "GW "SAN (ABOVE) (TYP) 1 /2 "HW 3 /4 "CW 5' -0 AFF 110 MBH 610 MPH 2 -1/2" GAS HEADER EXISTING GAS MAIN BY LANDLORD. (VERIFY LOCATION) I 20 CI --- 60 MBH EMI I 32 MPH 1 /2 "CW 3 "G --� FIRE PROTECTION GENERAL NOTES: 1. FIRE SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA #13, NFPA #24 (UNDERGROUND). THIS SYSTEM SHALL ALSO MEET ALL LOCAL /STATE CODES AND STANDARDS, AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2. ALL INFORMATION ON CONTRACT DOCUMENTS ARE FOR GENERAL INFORMATION AND BID PURPOSES ONLY. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTUAL LAYOUT, PIPE ROUTING, HYDRAULIC CALCULATIONS, AND COORDINATION WITH OTHER TRADES. 3. ADD AND /OR RELOCATE SPRINKLER HEADS AS NECESSARY FOR NEW WALL AND CEILING LAYOUT. COORDINATE SPRINKLER HEADS WITH LIGHTS, DIFFUSERS, AND STRUCTURE. 1 -174 ---'- 1 /2 "HW, 3 /4 "CW 1 "HW PLUMBING CD WATER AND GAS PLAN SCALE: 1/4" = 1' -0" PLAN 1- 1 /4 "CW &f 1 y.�1 /2 "HW -1 /2 "CW 1-1/4"CW 1 /2YUN 3 /4 "HW 3/ 4 "CW I. 1 /2 "HW 1 /2 "CW 40BI 1 1/2 "HW , 1 /2 C 199 MPH 5. NO MORE THAN ONE SPRINKLER HEAD TO BE TAKEN OFF EXISTING 1" OUTLET. REMOVE ALL UNNECESSARY PIPING OFFSETS AND FITTINGS IN DROP PIPING TO SPRINKLER HEAD. 6. CONTRACTOR SHALL CONNECT TO LANDLORD SPRINKLER MAIN AND EXTEND PIPING AS NECESSARY. CONTRACTOR TO VERIFY EXISTING CONDITIONS, AND PROVIDE AND INSTALL ANY VALVES AND EQUIPMENT AS NECESSARY TO COMPLY WITH NFPA 13 AND LOCAL REQUIREMENTS. 7. SEATING /DINING AREAS: DESIGNED PER NFPA 13 -1996, LIGHT HAZARD, 0.10 DENSITY FOR 1500 S.F. 8. KITCHEN, STORAGE, AND MECHANICAL AREAS: DESIGNED PER NFPA 13 -1996, ORDINARY HAZARD GROUP 2, 0.20 DENSITY FOR 1500 S.F. PLUMBING SYSTEM GENERAL NOTES: 1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES HAVING JURISDICTION AND INSPECTION. 2. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS IN COMPLIANCE WITH CODES HAVING JURISDICTION AND UTILITY COMPANIES SERVICE REQUIREMENTS. THE PLUMBING CONTRACTOR SHALL FIELD VERIFY OR OBTAIN EXACT INFORMATION OF UTILITY LOCATIONS REQUIRING CONNECTION, AND SHALL COORDINATE COMPLETE INSTALLATION IN ACCORDANCE WITH SPECIFIC UTILITY COMPANY. 3. PLUMBING CONTRACTOR SHALL COORDINATE THE COMPLETE INSTALLATION OF HIS SYSTEMS TO AVOID CONFLICT WITH OTHER TRADES. 4, PLUMBING CONTRACTOR SHALL FURNISH A CONSTRUCTION RECORD SET OF "AS- BUILT" DOCUMENTS TO THE OWNER REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER -OF- RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 5. PLUMBING CONTRACTOR SHALL FURNISH TO THE OWNER A COPY OF ALL REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTORS AND ALL PLUMBING SYSTEMS EQUIPMENT OPERATION MANUALS INCLUDING WARRANTIES. 6. COORDINATE ALL UNDERSLAB SANITARY, WASTE, GREASE, AND WATER PIPING SYSTEMS TO AVOID CONFLICT WITH OBSTRUCTIONS AND COLUMN FOOTINGS WHILE MAINTAINING PROPER INVERT SLOPES OF 1/8" PER 1' -0" MINIMUM. COORDINATE FINAL EXIT INVERTS WITH EXISTING SANITARY INVERTS PRIOR TO ROUGH -IN OF UNDER SLAB INSTALLATION. 7. PLUMBING CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS FOR. PROPER INSTALLATION OF INDIVIDUAL FIXTURE TYPES SPECIFIED FOR THE GROCERY WASTE (W), RESTROOM SANITARY (5), AND GREASE WASTE (GW) SYSTEMS. 8. COORDINATE ALL FLOOR DRAINS, AND CLEANOUTS WITH FINISHED FLOOR SLAB ELEVATION TO ENSURE THEY ARE INSTALLED PLUMB AND FLUSH WITHOUT CRACKS, RISE IN THE SLAB, OR VOIDS AROUND GRATES OR TOPS. ALL FLOOR DRAINS SHALL BE INSTALLED WITH DEEP SEAL TRAPS TO PREVENT EVAPORATION BREAKING THE COMBINATION WASTE AND VENT SYSTEM. ALL CLEANOUTS SHALL BE INSTALLED ALONG MAINS AT 50' -0" DISTANCE MINIMUM. ALL FLOOR AND WALL CLEANOUTS SHALL BE ACCESSIBLE FOR MAINTENANCE AND NOT INSTALLED BENEATH CASES OR EQUIPMENT. ANY DRAIN GRATES THAT ARE DAMAGED AS A RESULT OF OTHER CONSTRUCTION PRIOR TO RELEASE OF THE STORE TO THE OWNER SHALL BE REPLACED WITH LIKE GRATE AT THE PLUMBING CONTRACTOR'S EXPENSE. REFER TO THE DRAIN AND CLEANOUT SCHEDULE FOR REQUIRED ACCESSORIES. ANt' FLOOR DRAINS OR CLEANOUTS NOT MEETING THESE REQUIREMENTS UPON FINAL INSPECTION SHALL BE CORRECTED AT THE PLUMBING CONTRACTOR'S EXPENSE AND THE OWNER'S APPROVAL. 9. TRAP SEAL PRIMERS SHALL BE FURNISHED. AND INSTALLED BY THE PLUMBING CONTRACTOR WHERE REQUIRED BY LOCAL CODE. 10.. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL VENTS THROUGH THE ROOF ARE LOCATED AIMINIMUM OF 5' -0" FROM. BUILDING PARA.TETS AND 10' -0" FROM ROOF EQUIPMENT AIR. INTAKES AND AS REQUIRED TO MEET LOCAL CODES. 11. UNDERSLAB PLUMBING AND DRAIN SYSTEMS ARE PROHIBITED BENEATH COOLER SLABS. ANY UNDERSLAB PLUMBING OR DRAIN SYSTEMS INSTALLED IN OR NEAR COOLERS SHALL BE WRAPPED WITH 2" ARMAFLEX PIPE INSULATION FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. 12. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL. ALL CONDENSATE DRAIN PIPING FROM EQUIPMENT AND REFRIGERATION SYSTEM EVAPORATOR UNITS. PROVIDE CLEANOUTS AT ALL MAJOR BENDS, PIPE HANGERS, AND FITTINGS AS REQUIRED FOR A COMPLETE INSTALLATION. ALL PIPING SHALL BE MINIMUM COPPER TUBING AT CONNECTION TO UNIT AND INCREASED WITH MULTIPLE EVAPORATORS. ROUTE ALL DRAIN PIPING HIGH AS POSSIBLE MAINTAINING A SLOPE OF 1/8" PER 1' -0" MINIMUM. ROUTE DRAIN PIPING DOWN EXTERIOR OF COOLER BOX WALL TO CONDENSATE DRAIN WITH CODE APPROVED AIR GAP OVER GRATE. ALL PIPE PENETRATIONS THROUGH REFRIGERATED PANEL WALLS SHALL BE SEALED AIR - TIGHT. ANY EVAPORATOR DRAIN SYSTEMS NOT METING THESE REQUIREMENTS UPON FINAL INSPECTION, SHALL BE CORRECTED AT THE PLUMBING CONTRACTOR'S EXPENSE AND THE OWNER'S APPROVAL. 13. PLUMBING CONTRACTOR SHALL INSULATE ALL PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2" BATT INSULATION TO PREVENT FREEZING. ALL SHUT -OFF OR BALANCING VALVES TO PLUMBING ROUTED IN PIPE CHASES SHALL BE ACCESSIBLE FROM CEILING AREA OR ACCESS DOORS PROVIDED. IN WALL. 14. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PROPER FREE - STANDING INTERNAL WALL SUPPORTS FOR ALL WALL HUNG FIXTURES TO PREVENT PULLOUT FROM WALL. THIS CONTRACTOR SHALL ALSO 8E RESPONSIBLE FOR FINAL CLEANING AND OPERATION OF INSTALLED FIXTURES AND CAULKING OF FIXTURES TO WALLS WITHIN FOOD PREP AREAS IN ACCORDANCE WITH THE LOCAL HEALTH DEPARTMENT AND INSPECTOR. 15. ALL EXPOSED PIPES PENETRATING FINISHED WALLS SHALL BE EQUIPPED WITH WALL ESCUTCHEONS FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. 16. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTIONS TO ALL EQUIPMENT SPECIFIED IN PLUMBING FIXTURES AND EQUIPMENT SCHEDULES ON. THESE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SHUT - OFFS, '. BACKFLOW PREVENTERS, PRESSURE.. REGULATORS, FILTERS, AND CONDENSATE DRAINS INDICATED ON PLUMBING SCHEDULES AND AS REQUIRED. BY LOCAL CODES FOR COMPLETE EQUIPMENT INSTALLATION. CONSULT EQUIPMENT SUPPLIER OR OWNER FOR ADDITIONAL FINAL CONNECTION REQUIREMENTS NOT SHOWN ON THESE DRAWINGS. 17. PLUMBING CONTRACTOR SHALL INSTALL ALL GAS PIPING SYSTEMS AS SHOWN ON THESE DRAWINGS. MINIMIZE AS POSSIBLE, ALL GAS PIPE ROUTING INSIDE THE BUILDING SHELL SERVING INTERIOR EQUIPMENT. FURNISH AND INSTALL ALL REQUIRED REGULATORS, GAS COCK SHUT -OFFS, AND SUPPORTS AS REQUIRED FOR A COMPLETE INSTALLED SYSTEM. PLUMBING CONTRACTOR SHALL PAINT ALL EXPOSED GAS PIPING ON ROOF WITH RUST INHIBITOR TYPE PAINT; COLOR SELECTION APPROVED BY ARCHITECT. PLUMBING KEYNOTES: a CONNECT NEW WASTE LINE TO EXISTING SANITARY SEWER OF EQUAL OR GREATER SIZE. FIELD VERIFY EXACT SIZE, LOCATION, ELEVATION AND FLOW DIRECTION OF EXISTING PIPING. NOTIFY ARCHITECT OF POTENTIAL INSTALLATION PROBLEMS. O CONNECT NEW VENT LINE TO EXISTING VENT LINE OF EQUAL OR GREATER SIZE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VENT. O ROUTE CONDENSATE PIPING FROM COOLER COIL TO FLOOR DRAIN (SEE DETAILS ON SHEET P -4) 0 CONNECT NEW. COLD WATER LINE TO EXISTING COLD WATER LINE OF EQUAL OR LARGER SIZE. FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING LINE. O PROVIDE NEW GAS SERVICE FOR. WATER HEATING AND COOKING. GAS DEMAND IS 1011 MBH AT 8" WC (1 CFH = 1000 BTUH). GAS PIPE SIZES ARE BASED ON 360 LINEAL FEET TO GAS METER. COORDINATE GAS SERVICE AND FIFE ROUTING ON ROOF WITH LANDLORD AND LOCAL UTILITY. LANDLORD APPROVED CONTRACTOR SHALL ROUTE ALL PIPING ON ROOF AND PROVIDE ALL ACCESSORIES REQUIRED INCLUDING ALLOWANCE FOR EXPANSION AND CONTRACTION OF PIPING. FIELD VERIFY EXACT ROUTING, LENGTH AND AVAILABLE PRESSURE AND NOTIFY OWNER OF ANY DISCREPANCIES. O CONNECT NEW GAS LINE TO EXISTING 1" TAP PROVIDED BY LANDLORD. DEMAND IS 135 MBH (1. CFH = 1000 BTUH) AT 8" WC. GAS PIPE SIZE IS BASED ON 360 UNEAL FEET TO EXISTING METER. FIELD VERIFY AND NOTIFY OWNER OF ANY DISCREPANCIES. 0 7 PROVIDE 6 "PVC CONDUIT ABOVE CEILING FROM SODA STORAGE TO DISPENSER. COORDINATE WITH SODA DISPENSER SUPPLIER FOR PIPING CONNECTIONS AND INSTALLATION. PROVIDE LONG RADIUS ELBOWS AT CHANGES OF DIRECTION IN PIPE. ENGINEER OF RECORD: DUANE S. FIENDERSON NOTE: EXISTING CONDMONS WERE TAKEN FROM ORIGINAL DRAWINGS @ SITE VISITS AND MAY NOT REFLECT EXACTAS— BUILT' CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL C AN AR D EXIS EFULLY TING CONDITION COORDINATE NES. W WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 All ideas, P r Ex, this sy_cl t onv may be used o porcUOn andc Express ISSUE DATE: 01 -05 -01 DRAWN BY: BSS CHECKED BY': CPR PANDA PROJECT #: M1-01-14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 RECEIVED CnY OF TUKWILA aT PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA P -1.0 PLUMBING PLANS GAS LOAD SUMMARY EQUIPMENT GAS (MBH) GWH 199 RTU -1 135 ENERGY SOURCE RECOVERY RATE 20C 120" CHINESE RANGE 610 216 FRYER 110 24B ROASTER OVEN 60 25A RICE COOKER 32 A, C, D, E, F, G, H, J ET i PLUMBING LEGEND: 5--- --I DOMESTIC COLD WATER (CW) 4 - - - - -i DOMESTIC HOT WATER (MW) 5---- - - - --i HOT WATER RECIRCULATION (HWR) t- 140'/110'F -i DOMESTIC HOT WATER (140'/110'F) S— V —1 PLUMBING VENT ABOVE FLOOR (V) I — — VHF — -S PLUMBING VENT BELOW FLOOR (VBF) —S --S SANITARY PIPING BELOW FLOOR (5) I-- W --i WASTE PIPING BELOW FLOOR (W) S- — SW - —5 GREASE WASTE BELOW FLOOR (SW) I-- -ID - -'4 INDIRECT DRAIN (ID) I — G —S NATURAL GAS BELOW ROOF S — — G — —S NATURAL GAS ABOVE ROOF I-- F —i FIRE PROTECTION S — S—.5 RISE AND FALL IN PIPING S •� S BALL VALVE f oa i SHUTOFF VALVE S ry 1 CHECK VALVE S l S STRAINER 7 9- RELIEF /SAFETY VALVE S S WATER HAMMER ARRESTER WITH PDI SIZES: A, B, C, 6, AND E THERMOSTATIC MIXING VALVE S MDI GAS PRESSURE REGULATOR S �P GAS COCK PRESSURE GAUGE THERMOMETER — UNION S TRAP PRIMER 5 ao TRAP PRIMER WITH DISTRIBUTION UNIT I MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE 5 S DIRECTION OF FLOW 5-5-1 WALL CLEANOUT (WCO) O FLOOR CLEANOUT 0 FLOOR DRAIN (FD) SIZE & TYPE FLOOR SINK (FS) SIZE & TYPE CONNECT TO EXISTING O 1 PLUMBING PLAN NOTE CALLOUT O EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED) EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED UNLESS NOTED OTHERWISE) MECHANICAL OR FIRE PROTECTION NOTE CALLOUT v AFF (E) VTR CWBF DETAIL REFERENCE ABOVE FINISHED FLOOR EXISTING CONDITION VENT THRU ROOF COLD WATER BELOW FLOOR PLUMBING FIXTURE SCHEDULE MARK FIXTURE TYPE FIXTURE MANUFACTURER FIXTURE MODEL # • TRIM MANUFACTURER TRIM MODEL # #830 —AA, #832AA, ACCESSORIES AND FEATURES BRANCH S ZES (min.) CW HW WASTE VENT BACKFLOW PREVENTER (RE: SPECS FOR EQUALS) MANFUL. / MODEL # / DUTY TYPE NOTES MS GT MOP SINK GREASE TRAP FIAT PRODUCTS J. R. SMITH #MS8 -2424 #8350GT FIAT FAUCET HAS INTEGRAL VACUUM BREAKER 50 GALLON FLOW RATE AT 100 POUNDS CAPACITY. 3/4" 3/4" 3 WATTS SERIES #7A CHECK & #8A HOSE VACUUM BRK. NOT REQUIRED A, B, C, 0 A DW —BFP DOMESTIC WATER BACKFLOW PREVENTER WATTS #909QT —S NOTES: A. EQUIPMENT, FIXTURE TRIM, AND FINAL CONNECTIONS FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR B. P —TRAP, SHUT—OFFS, CHROME PLATED SUPPLY, WASTE PIPING & WALL. ESCUTHEONS & WALL HUNG FIXTURE CARRIER FURNISHED & INSTALLED. BY PLUMBING CONTRACTOR. C. PROVIDE 3/4" HOSE WITH THREADED OUTLET AND WALL BRACE FOR PAIL HOOK. D. PLUMBING CONTRACTOR SHALL FURNISH & INSTALL CHECK VALVES ON CW & HW SUPPLIES TO PREVENT CROSS— CONTAMINATION. E. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF DW —BFP IN COMPLETE CONFORMANCE WITH LOCAL UTILITY JURISDICTION INCLUDING PERMITS AND FEES. WITH #909AG AIR GAPS 1 -1/2" 2" IND REDUCED PRESSURE ZONE BACKFLOW PREVENTER A, E o TOTAL 1146 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SRC VISITS AND MAY NOT REFLECT EXACT 'AS -BDILY COI IONS. CONTRACTOR SHALL FlEID VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK AND ING FlNAL BIDS. CONRLICTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEIAOLInON WITH ALL OTHER 04CIPUNES AND EXISTING CONDRIONS. ENGINEER OF RECORD: DUANE S. HENDERSON All ideas, des r preaente Pontla Ea thls sp<Nflc rmn g " ments to a nY Deno, PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 REVISIONS: ISSJE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : o of he, r e s% "am pomtlen do Eapreas BSS CPR H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA P -2.0 PLUMBING SCHEDULES ns WATER HEATER SYSTEM EQUIPMENT AND ACCESSORIES SCHEDULE MARK AREA SERVED MANUFACTURER MODEL FEATURES ENERGY SOURCE RECOVERY RATE NOTES GWH ENTIRE STORE STATE "SANDBLASTER" #SBF100- 199NET 100 GALLON CAP. 199 MBH GAS INPUT 198 GPH 0 100E RISE A, C, D, E, F, G, H, J ET ENTIRE STORE AMTROL #ST -20 7.6 GALLON CAP. - - -- 3/4" COLD WATER A, B, C, G, J NOTES: A. EQUIPMENT AND ALL ASSOCIATED WATER PIPING, VALVES, AND ACCESSORIES FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. B. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL RIGID SUPPORTS AS REQUIRED FOR MOUNTING EQUIPMENT COMPONENTS NEAR WATER HEATER TANK. C. EQUIPMENT SHALL MEET ASHRAE 90.18 STANDARDS FOR THERMAL EFFICIENCY AND STANDBY LOSS. D. PROVIDE FACTORY INSTALLED MAGNESIUM ANODE ROD(S) TO PREVENT ELECTROLYTIC CORROSION OF TANK. E. PROVIDE FACTORY INSTALLED TEMPERATURE AND PRESSURE SAFETY RELIEF VALVE (T &P VALVE). F. PROVIDE ELECTRONIC IGNITION GAS VALVE AND PROVING SWITCH TO SHUT —OFF IF FUEL IS INTERRUPTED OR FLUE DAMPER IS NOT OPEN. G. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL HARD COPPER DRAIN LINE FROM T &P VALVE DOWN TO FLOOR DRAIN WITH AIR GAP. H. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL INSULATION WRAP FOR SYSTEM COMPONENTS AFTER INSTALLATION. J. REFER TO DETAIL SHEET FOR ADDITIONAL INSTALLATION INFORMATION. PLUMBING EQUIPMENT CONNECTION SCHEDULE MARK FIXTURE TYPE BRANCH SIZES (MINIMUM) BACKFLOW PREVENTER MANUF. / MODEL # / DUTY TYPE GAS INPUT NOTES I CW 0 A.F.F NW 0 A.F.F. WASTE VENT (MBH) SIZE 0 A.F.F. SERVING AREA EQUIPMENT 1 SERVICE COUNTER - -- 1/2" ® 20" - -- - -- 1 -1/2" IND -- - - -. NOT REQUIRED '.. NOT REQUIRED - -- - -- - -- - -- A . A, C 3D 4 —PAN FOOD WARMER - -- 4A BEVERAGE DISPENSER - -- - -- 3/4" IND - - - WATTS SERIES #9BD IN —LINE DUAL CHECK - -- - - -- A, B, C 4B CARDONATOR 1/2" 1/2" ® 96" 1/2" ® 48" - -- - -- - -- - -- - -- - -- - - -. - -- - -- WATTS SERIES #9BD IN —LINE DUAL CHECK WATTS SERIES #009QT NOT REQUIRED - -- - - -- - -- - -- - -- - -- A, B, E, G, H A, B, 0 A, G 4F WATER FILTER 9A COFFEE BREWER 10B 80DLBS. ICE MACHINE 1/2" ® 64" - -- 3/4" IND -- — WATTS SERIES #007 DOUBLE CHECK VALVE ASSEMBLY - -- - -- A, B, C, D, E, G, H KITCHEN EQUIPMENT 20C 120" CHINESE RANGE 3/4" 0 10" - -- - -- 2" IND - -- - -- - -- - -- WATTS SERIES #009QT REDUCED PRESSURE ZONE (BFP) NOT REQUIRED 610 MBA 110 MBH 1 -1/2" ® 10" 3/4" ® 14" 3/4" ® 19" A, B, C, D. F, G, H, J, K A, D, G, J, K A, D, G, J, K 21B FRYER 24B ROASTER OVEN - -- - -- - -- - -- NOT REQUIRED 60 MBH 25A RICE COOKER - -- - -- - -- - -- NOT REQUIRED 32 MBH 1/2" 5 30" - -- - -- A, D, G, J, K A, ,C, D A, C, D, G, H 31 WALK —IN COOLER - -- - -- 3/4" IND 1/2" ® 14" 2" IND - -- - -- NOT REQUIRED NOT REQUIRED - -- - -- 40B POT SINK 1/2" ® 14" 41 69" VEGETABLE SINK 1/2" ® 14" 1/2" 0 24" 1/2" ® 14" 2" IND 1/2" ® 24" 2" DIR - -- 1 -1/2" NOT REQUIRED NOT REQUIRED - -- - -- - -- - -- A, C, D, G, H A, D, G 57 HAND SINK NOTES A. EQUIPMENT AND TRIM FURNISHED BY OWNER. INSTALLATION, BACKFLOW PREVENTERS AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR. B. ALL BACKFLOW PREVENTERS ON LINES SERVING EQUIPMENT SHALL BE WITHIN 5' -0" OF EQUIPMENT CONNECTION POINT. C. PROVIDE INDIRECT DRAIN TURNED DOWN OVER FLOOR SINK WITH AIR GAP. D. ALL PIPE PENETRATIONS EQUIPPED WITH WALL ESCUTCHEONS FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. E. PROVIDE IN —LINE FILTER, PRESSURE REGULATOR (SET PER MANUF.) AND STRAINER TO BE INSTALLED BY PLUMBING CONTRACTOR. F. FURNISHED BY GENERAL CONTRACTOR, INSTALLATION AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR. G. EQUIPMENT INSTALLATION BY PLUMBING CONTRACTOR PER MANUFACTURER RECOMMENDATIONS. H. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL CHECK VALVES ON HW & CW SUPPLIES TO PREVENT CROSS FLOW CONTAMINATION. J. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL AUTOMATIC GAS VALVE TO SHUT OFF EQUIPMENT UPON HOOD FIRE SUPPRESSION SYSTEM. ACTIVATION. K. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE WALL FLEXIBLE CONNECTOR AND GAS. COCK. FLOOR DRAIN SCHEDULE MARK DUTY TYPE MANUFACTURER MODEL # DRAIN GRATE TYPE DRAIN BODY SIZE P -TRAP LINE SIZE NOTES FD -1 GENERAL DUTY FLOOR DRAIN ZURN #ZN- 415 -66 —P ZN- 415 -71 ROUND NICKEL BRONZE ROUND NICKEL BRONZE 2" 2" 3" 3" A, E. B, E FD -2 COOLER CONDENSATE DRAIN ZURN FS -1 FLOOR SINK DRAIN ZURN #ZN- 1900 -4 -23 FULL GRATE WITH 2 " SQ. CENTER OPENING 4" 4" C, D, E CLEANOUT SCHEDULE MARK I DUTY TYPE MANUFACTURER MODEL # CLEANOUT TOP TYPE FULL LINE SIZE DUTY LOCATION NOTES FCC ADJUSTABLE FLOOR CLEANOUT ZURN ZURN #ZN -1400 #ZB -1441 ROUND TAPERED BRASS PLUG W/ NB COVER ROUND RAISED HEAD BRASS PLUG W/ PB COVER 4" 4" GENERAL GENERAL E E WCO WALL MOUNTED CLEANOUT NOTES: ALL SCHEDULED ITEMS MAY NOT BE USED. REFER TO PLANS. A. PROVIDE 1/2" COLD WATER TRAP PRIMER CONNECTION AS REQUIRED BY LOCAL CODE. B. PROVIDE WITH RAISED FLANGE. C. PROVIDE WITH REMOVABLE SLOTTED ALUMINUM BUCKET. D. PROVIDE WITH INTERIOR ACID RESISTANT PORCELIN (ARC) FINISH. E. ALL EQUIPMENT FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. i PLUMBING LEGEND: 5--- --I DOMESTIC COLD WATER (CW) 4 - - - - -i DOMESTIC HOT WATER (MW) 5---- - - - --i HOT WATER RECIRCULATION (HWR) t- 140'/110'F -i DOMESTIC HOT WATER (140'/110'F) S— V —1 PLUMBING VENT ABOVE FLOOR (V) I — — VHF — -S PLUMBING VENT BELOW FLOOR (VBF) —S --S SANITARY PIPING BELOW FLOOR (5) I-- W --i WASTE PIPING BELOW FLOOR (W) S- — SW - —5 GREASE WASTE BELOW FLOOR (SW) I-- -ID - -'4 INDIRECT DRAIN (ID) I — G —S NATURAL GAS BELOW ROOF S — — G — —S NATURAL GAS ABOVE ROOF I-- F —i FIRE PROTECTION S — S—.5 RISE AND FALL IN PIPING S •� S BALL VALVE f oa i SHUTOFF VALVE S ry 1 CHECK VALVE S l S STRAINER 7 9- RELIEF /SAFETY VALVE S S WATER HAMMER ARRESTER WITH PDI SIZES: A, B, C, 6, AND E THERMOSTATIC MIXING VALVE S MDI GAS PRESSURE REGULATOR S �P GAS COCK PRESSURE GAUGE THERMOMETER — UNION S TRAP PRIMER 5 ao TRAP PRIMER WITH DISTRIBUTION UNIT I MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE 5 S DIRECTION OF FLOW 5-5-1 WALL CLEANOUT (WCO) O FLOOR CLEANOUT 0 FLOOR DRAIN (FD) SIZE & TYPE FLOOR SINK (FS) SIZE & TYPE CONNECT TO EXISTING O 1 PLUMBING PLAN NOTE CALLOUT O EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED) EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED UNLESS NOTED OTHERWISE) MECHANICAL OR FIRE PROTECTION NOTE CALLOUT v AFF (E) VTR CWBF DETAIL REFERENCE ABOVE FINISHED FLOOR EXISTING CONDITION VENT THRU ROOF COLD WATER BELOW FLOOR PLUMBING FIXTURE SCHEDULE MARK FIXTURE TYPE FIXTURE MANUFACTURER FIXTURE MODEL # • TRIM MANUFACTURER TRIM MODEL # #830 —AA, #832AA, ACCESSORIES AND FEATURES BRANCH S ZES (min.) CW HW WASTE VENT BACKFLOW PREVENTER (RE: SPECS FOR EQUALS) MANFUL. / MODEL # / DUTY TYPE NOTES MS GT MOP SINK GREASE TRAP FIAT PRODUCTS J. R. SMITH #MS8 -2424 #8350GT FIAT FAUCET HAS INTEGRAL VACUUM BREAKER 50 GALLON FLOW RATE AT 100 POUNDS CAPACITY. 3/4" 3/4" 3 WATTS SERIES #7A CHECK & #8A HOSE VACUUM BRK. NOT REQUIRED A, B, C, 0 A DW —BFP DOMESTIC WATER BACKFLOW PREVENTER WATTS #909QT —S NOTES: A. EQUIPMENT, FIXTURE TRIM, AND FINAL CONNECTIONS FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR B. P —TRAP, SHUT—OFFS, CHROME PLATED SUPPLY, WASTE PIPING & WALL. ESCUTHEONS & WALL HUNG FIXTURE CARRIER FURNISHED & INSTALLED. BY PLUMBING CONTRACTOR. C. PROVIDE 3/4" HOSE WITH THREADED OUTLET AND WALL BRACE FOR PAIL HOOK. D. PLUMBING CONTRACTOR SHALL FURNISH & INSTALL CHECK VALVES ON CW & HW SUPPLIES TO PREVENT CROSS— CONTAMINATION. E. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF DW —BFP IN COMPLETE CONFORMANCE WITH LOCAL UTILITY JURISDICTION INCLUDING PERMITS AND FEES. WITH #909AG AIR GAPS 1 -1/2" 2" IND REDUCED PRESSURE ZONE BACKFLOW PREVENTER A, E o TOTAL 1146 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SRC VISITS AND MAY NOT REFLECT EXACT 'AS -BDILY COI IONS. CONTRACTOR SHALL FlEID VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK AND ING FlNAL BIDS. CONRLICTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEIAOLInON WITH ALL OTHER 04CIPUNES AND EXISTING CONDRIONS. ENGINEER OF RECORD: DUANE S. HENDERSON All ideas, des r preaente Pontla Ea thls sp<Nflc rmn g " ments to a nY Deno, PANDA EXPRESS INC. 899 El Centro Street South Pasadena,California 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 REVISIONS: ISSJE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : o of he, r e s% "am pomtlen do Eapreas BSS CPR H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA P -2.0 PLUMBING SCHEDULES ns ROO 2 -1/2" GAS HEADER AUTOMATIC GAS \ \ SHUT -OFF VALVE INTER LOCKED WITH HOOD FIRE SUPPRESSION SYSTEM, 121B1 110 MBH 1 -1 "G 120C1 GAS METER LOCATION AND 3, SIZING G BY LOCAL GAS AUTHORITY. 610 MBH 199 12461 r \ V J MBH 60 MBH 1 "G 32 MBH 2 -1/2" GAS HEADER v I I 25A13/4"G (TYPICAL) 2G PROVIDE DEDUCT FROM BID IF GAS LINE IS PROVIDED BY MALL. ® PLUMBING GAS RISER NOT TO SCALE SOL v 135 MBH EXISTING GAS LINE BY LANDLORD. (VERIFY LOCATION) 1 "G PLUMBING WATER RISER FLASHING AND COUNTERFLASHING IS BY ROOFING CONTRACTOR PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION.- I." 11 GROUND JOINT PIPE UNION ROOF SUPPORT. REFER TO DETAIL. ROOF INSULATION . II ROOF �� II CUT ROOF FOR DECK PENETRATION. ANCHOR PIPE TO ROOF DECK OR JOISTS. REFER TO PLANS FOR PIPE SIZE(S) AND LOCATION(S). USE WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, EQUIPMENT CURBS, PARAPETS, EXPANSION JOINTS. ETCETERA. ® GAS PIPE ROOF PENETRATION NOT TO SCALE r EXISTING 2'V-\ 1/2v 2ti FCO . 4 ll FD-2 1 31 1 ELBOWS TO ALLOW FOR PIPE EXPANSION. 1 57 1 EXISTING 2 -1 /2'V BY LANDLORD. FIELD VERIFY EXACT LOCATION. 1/4 "x1 -1/2" CADMIUM PLATED LAG SCREWS 18 "x18 "x3/16" ROOF WALKWAY MATERIAL FOR BASE SHEET. USE A PRODUCT COMPATIBLE_WITH ROOF MEMBRANE. COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. DIRECTION OF GRAIN. LOCATE SUPPORTS AT 4' SPACING FOR PLASTIC PIPE, & AT FOLLOWING SPACING FOR METAL PIPE 5 " =16' 4 " =14' 3 " -12' 2- 1/2 " =11' 2 " =10' 1- 1/2 "=9' 1- 1/4 " =B' 1 " =7' 3/4 " =6'. PLACE A SUPPORT AS CLOSE AS POSSIBLE TO EACH ELBOW AND TEE. PLACE BASE SHEETS ON ROOFING BEFORE GRAVEL IF ANY. SET BLOCKS FREE ON BASE SHEETS. STACK BLOCKS AND NAIL THEM TOGETHER WHERE REQUIRED TO ELEVATE PIPING. INSTALL PIPE TO ALLOW FOR EXPANSION AND CONTRACTION. SUPPORT OF PIPE ON ROOF NOT TO SCALE D PROVIDE MULTIPLE BASE SHEETS OR TRIM THE TIMBER ROOF INSULATION AS REQUIRED TO 1 ACCOMODATE ROOF DECK _ __ VARIATIONS IN ROOF ELEVATION. PLUMBING O WASTE AND VENT RISER NOT TO SCALE GAS OR CD PIPE, SEE FLOOR PLANS TWO 4" x 4" x 12" PLASTIC SUPPORT BLOCKS OR CCA ROT -PROOF TREATED TIMBERS. TOE NAIL BLOCKS TOGETHER TO PROVIDE MINIMUM 7 INCH CLEARANCE UNDER PIPES. GALVANIZED STEEL CLAMP. DO NOT CLAMP PIPE TIGHT. i 1-1/2"V ' 's„,' ' ry Z� ''s„,'' 1 Z"5/ 3D A a" 5' EXISTING 6 "S r VERIFY EXACT LOCATION. S` �t(Ll BY LANDLORD. FIELD 6 4 "S NOTE: EXISTING CONDIDONS WERE TAKEN FROM ORIGINAL DRAWINGS 6 SITE VISITS AND MAY NOT REFLECT EXACT 'AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL COSTING CONDITIONS PRIOR TO SUBMITTING FINAL BIOS. CONRUCTOR SHALL C EXISTI NG CONDITI COORDINATONS. E NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES A ENGINEER OF RECORD: DUANE S. HENDERSON ai m�aa, as Panel 1r ,rangem this pecti enL REVISIONS: PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 ISSUE DATE: 01 -05 -01 a1, DRAWN BY: CHECKED BY: BSS CPR PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECTS: 00044.017 ARCHITECT : H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913- 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA P -3.0 PLUMBING RISERS PROVIDE ENDS OF PIPE. TS IN ' TURNS AND E NDS OF USE DWV FITTINGS IF SIZE IS LARGER THAN 1" � SLOPE PIPE AS MUCH - ® AS POSSIBLE TOWARD MP DISCHARGE � MAKE CONNECTION TO REQUIRED DISCHARGE INTO FLOOR SINK WITH AIR GAP MINIMUM OF 2" OR TWO PIPE DIAMETERS ROUND SECURED TOP WITH "CO" WITH VARIATIONS MARKER, RECESSED FLOORS). PROVIDE BODY. USE TEFLON CLEAN THE TOP MEMBRANE CLAMP GASKETED NICKEL BRONZE ADJUSTABLE CAST IN COVER. PROVIDE CLEANOUT TOP SUITABLE FOR FLOOR COVERING (CARPET FOR TILE, SCORIATED FOR UNFINISHED GASKETED PLASTIC PLUG IN CAST IRON JOINT COMPOUND ON PLUG THREADS, OF EXPOSED FCG AFTER INSTALLATION. .. - .... _... PROVIDE CLEANOUT TEE WITH SCREWED COUNTERSUNK IRON PLUG: TAPERED - THREAD WITH TFE JOINT COMPOUND — \ WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTmON, PROVIDE A ROUND EL GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW HUB AT FLOOR CONCRETE FLOOR SLAB `.. _ ..- _ LONG SWEEP AT END OF UNE OR COMBINATION WYE AND EIGHTH BEND IN RUN OF UNE _ . 0 - I � Mill I___ _... '' /— PIPE MAY EXTEND AS WASTE OR VENT - COLUMN OR PARTITION I AS SHOWN ON FLOOR r PLAN '. CLEANOUT FACE SHALL BE WITHIN a" OF WALL SURFACE. PROVIDE EXTENSION IF REQUIRED RISER LENGTH AS REQUIRED _. .... % '- -. .____ . REFER TO PLUMBING FIXTURE SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION DIRECTION - / i SAME SIZE AS SEWER UP TO 4" MAXIMUM AS REQUIRED FOR DEPTH OF SEWER = FLOOR SLAB ON GRADE LONG SWEEP ELBOW AT END OR TURN OF RUN COMBINATION WYE I AND EIGHTH BEND EQUIPMENT AS PROVIDE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CO N- VERIFY WITH LOCAL CODES NECTION, MINIMUM 3/4 ". USE TYPE "M" IF /WHEN TRAP AND /OR VENT OR "L" HARD COPPER TUBE UP TO 1" ARE REQUIRED FOR THE LENGTH SIZE AND TYPE DWV FOR LARGER OF DRAIN PIPE INSTALLED ROUTE PIPE INCONSPICULOUSLY AND UNOBTRUSIVELY, SECURED BY MEANS OF CLAMPS OR BRACKETS TO THEIR OWN EQUIPMENT UNITS AND ROUTED TO THEIR SPECIFIC FLOOR SINKS. THERE SHALL NOT BE ANY LOOSE OR DANGLING WASTE LINES, NOR WASTE LINES LYING ON THE FLOOR. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. SANITARY AND /OR IN RUN, REDUCING STORM SEWER, = TYPE IF REQUIRED SIZE PER PLAN ENTER TOP OF PIPE DIRECTION F 111111110, Y� OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND /OR WHERE SHOWN ON PLANS. PROVIDE BACK FILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER REQUIREMENTS. ' PROVIDE WCO AT BASE OF ALL RAIN- LEADER SHOWN ON PLAN, AND ON SANITARY WASTE CLEANOUT. LOCATE ABOVE FIXTURE FLOOD CODES FOR OTHER WCO REQUIREMENTS. I _ _ _ - / OF FLOW r DOWNSPOUTS. PROVIDE WCO WHERE BRANCHES NOT SERVED WITH A FLOOR RIM WITHIN 4' OF FLOOR. CONSULT LOCAL INDIRECT /CONDENSATE DRAIN FLOOR CLEANOUT WALL CLEANOUT NOT USED NOT TO SOLE O NOT TO SCALE O NOT TO SCALE O NOT TO SCALE 0 180 DEGREE ELBOW BEHIND BACKSPLASH 6" ABOVE RIM. —� 2 VENT IN WALL , TRAP PRIMER WI INTEGRAL VACUUM BRKER EA PROVIDE DISTRIBUTION UNIT WHERE MORE THAN ONE TRAP IS SERVED BY A TRAP PRIMER LOCATE TRAP PRIMER OFF TOP OF DOMESTIC COLD WATER PIPE A CEILING MAKE BRANCH TO TRAP PRIMER OFF TOP OF DOMESTIC COLD WATER PIPE ABOVE CEILING COLD WATER TO PLUMBING FIXTURE OR FIXTURES SHUTOFF VALVE CONNECT TO EXISTING REMOTE READOUT PIPE SHOWN ON PLAN. , SHUT -OFF VALVE TYPE "L" COPPER TUBE ROUTED � SHOWN'. ON PLANS ssm �" PRESSURE REDUCING FOR SYSTEM U VALVE (IF REQUIRED) DRAIN DOWN • UNION _ PRESSURE I -- (TYPICAL) ' - ■ . . GAUGE .. � , ,� � . I _• a, a I � I I � �' ESCUTCHEON — SHUT -OFF VAI VE (TIPICAL) DOUBLE CHECK VALVE • BACKFLOW PREVENTER • INSTALL WATER FILTER , PER. MANUFACTURER'S I COLD WATER SUPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN •PROVIDE ADAPTER AND SIX FOOT LONG TYPE "K" SOFT COPPER TUBING AND CONNECT TO CUBER WATER INLET CONNECT TO CURER AND ICE BIN DRAIN OUTLETS AS REVD TO "INDIRECT MORE INFORMATION 'I ^�y t ' ' ®I'' �" / SHUTOFF VALVE 1 -1 2 WATER / METER PROVIDED \ III•' BY LOCAL WATER /// r. -. COMPANY. EDUCED PRESSURE ZONE PREVENTER STRAINER WITH WITH BLOW DOWN AIR GAP FITTING w I �l_'� , �'�'�o • r CEILING / INSTRUCTIONS IF FURNISHED WITH ICE MACHINE. INSTALL WHERE ACCESSIBLE INDIRECT DRAIN OPEN CURER ■ r TAKE PIPE DOWN IN - PARTITION OR CHASE PROVIDE COUPLING POURED CONCRET E FLOOR SLAB ON GRADE _ __ _ 111 _ -- _ - - LOCATE TRAP PRIMER AT ACCESS DOOR SERVING SHUTOFF VALVE OR PROVIDE A HINGED ACCESS DOOR IN HARD CEILING IF REQUIRED _ ... — - •.... � x AIR INTAKE =� INDIRECT DRAIN TO FLOOR DRAIN 1111 ONE PIPE SIZE LARGER THAN BACKFLOW PREVENTER DRAIN OUTLET /' FLOOR DRAIN ' _. ' _. - .._ __ _. LoOR SLAB F PIPING ARANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE REDUCED PRESSURE ZONE "TYPE BACKFLOW PREVENTER OF MANUFACTURE APPROVED BY LOCAL AUTHORITIES. INSTALL WITH REQUIRED CLEARANCES. INSTALL BACKFLOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. PROVIDE ANY REQUIRED NT CERTIFICATION OF TEST OF BACKFLOW PREVEER TO LOCAL AUTHORITIES. ALL ITEMS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE. INSTALL BACKFLOW PREVENTER SO IT CAN BE EASILY SERVICED AND TESTED. SUPPORT ASSEMBLY FROM WALL BRACKET OR FLOOR STAND. TO ATMOSPHERE AT UPPER END FLUOR SINK (FS). 1 L�I`PROVIDE PIPING .ARRANGEMENT PROVIDE CONNECTIONS PROVIDE COLD WATER CCLEANOUTS IN ENDS OF PIPE. FLOOR I - — — �� I V — REASE TRAP ' , 2 CAW - - SHUT CLEANOUT_REFER Q -OFF VALVE Il�I FLOW CONTROL FITTING FLOOR SINK _/ � � FLOOR SINK MACHINE, WHERE UNDER ANY EQUIPMENT. SHOWN IS SCHEMATIC. AS RECOMMENDED BY ROUGH -IN AT TOP OF AT FRONT EDGE OF ICE ACCESSIBLE FOR CLEANING - NOT SLOPE FLOOR 1/2" TO RIM. ADJUST TO SUIT FIELD CONDITIONS. EQUIPMENT MANUFACTURER. ICE MACHINE. 1/2" TYPE "K" SOFT COPPER TUBE SLAB WITHOUT JOINTS. SLOPE TOWARD DRAIN TRAP. PROVIDE 1 2" INSULATION / TRAP TO ABOVE PIPING ARRANGEMENT SHOWN CONDITIONS. REFER TO SPECIFICATIONS BELOW FLOOR FLOOR FLOOR DRAIN OR P -TRAP WITH TRAP FROM PRIMER CONNECTION FLOOR DRAIN IS SCHEMATIC. ADJUST TO SUITE FIELD FOR MORE INFORMATION. �� 4 "CAW SHOWN ON PLAN ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. NO -HUB CAST IRON PIPE, FITTINGS AND CONNECTORS ALL AROUND SINK AND TRAP. PROVIDE P -TRAP IF GREASE TRAP IS MORE THAN 4' FROM SINK. SINK AND GREASE TRAP FLOOR DRAIN TRAP PRIMER DOMESTIC WATER SERVICE ENTRY ICE MACHINE CONNECTIONS NOT TO SCALE O NOT TO SCALE O NOT TO SCALE O O UTILITY NOT TO SCALE BY GAS PRESSURE TEST COCK GAS METER OF CFH CAPACITY SHOWS ON PLANS CTRAISER PIPE INCREASER 0 • G - �•}� VERIFY REQUIREMENTS INSTALL OTHER CONTRACTOR USE WELDED GAS COMPANY OR SOD FOR COMPANY (VERIFY) < � . -'' (r I BYPASS VALVES GRADE OR r IV= EX PRESSURE REGULATOR TYPICAL FOR METERING UTILITIES MINIMUM TEN SHALL PAY ALL GAS COMPANY OR SCREWED PIPE AND SHALL EXCAVATE, BACKFILL, GAS SERVICE LINE INSTALLATION . > BY PLUMBING CONTRACTOR - - EXTERIOR BUILDING WALL. J GAS PIPE UP ONT R OOF. G LOOP PIPE OVER PARAPET. SIZE AS SHOWN PLAN. USSE E BLACK STEEL L PIPE. . ANCHOR RISER TO WALL AT TEN FOOT INTERVALS USING OFFSET RISER PIPE CLAMPS. PIPE INCREASER AND UNION PROVIDE 6" LONG DIRT - LEG AT BOTTOM OF RISER. ' FLOOR TO REDUCE PRESSURE TO 7" WC. AND PIPING' WITH GAS COMPANY. FEET FROM GAS LINE. PLUMBING FEES FOR INSTALLATION. FITTINGS PER PLUMBING SPECS. AND REPAIR ANY PAVING FROM MAIN TO BUILDING. B -TYPE FLUE THROUGH ROOF WITH CAP BY MECH. CONTRACTOR HOT WATER TO FIXTURES AS SHOWN ON PLANS CHECK VALVE DRAFT HOOD SHUT -OFF VALVE TYPICAL) ( THERMOMETER PROVIDE )N, DIELECTRIC ED FOR C .LS \L ) � GAS SUPPLY TO _ — COLD WATER SUPPLY TO WATER HEATER • " - - PIPE HANGER NEXT TO ELBOW 1 WELDED;: ":EEL EXPANSION TANK WITH POLYPROPYLENE LINING, FDA APPROVED FOR WATER SERVICE. • '. :- ♦ -- BUTYL DIAPHRAGM A ROOF . -� -- -- PIPE WITHOUT JOINTS CEILING THRU CEILING SPACE _ - - -= - - =_ __ __ -- ; �, r - EXHAUST HOOD _ � -- - _ - - - - - -- FLEXIBLE APPLIANCE CONNECTOR (FURNISHED BY OTHERS) AND INSTALLED BY PLUMBING CONTRACTOR WITH SWIVEL JOINTS IN BOTH ENDS QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED BY EQUIPMENT SERVED. PROVIDE GAS COCK LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE EQUIPMENT 1 D .--044 TY ICAO 6 " FLOOR —\ IRT LE _ �. __ - - - - - -- - PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ATTACH RISER AND HEADER TO WALL WITH MAKE FINAL CONNECTION TO EQUIPMENT AS INSTALL ANY REGULATORS FURNISHED BY - - -= - -- _ - G —i DO NOT INSTALL VALVES IN CEILNG SPACE _ -` - GAS COCK PLUMBING CONTRACTOR SHALL INSTALL AUTOMATIC GAS SHUTOFF VALVE (FURNISHED BY OTHERS) PIPE DROP OF SIZE AND LOCATION SHOWN ON PLAN GAS PIPE HEADER ALONG WALL BEHIND COOKING EQUIPMENT, APPROXIMATELY 12" ABOVE FLOOR, WITH SCREWED FITTINGS, SIZE AS SHOWN ON PLANS TYPICAL PIPE SUPPORT ANCHORED TO WALL TYPICAL 6" DIRT LEG -- - - - --- - - --- '- -- - --- ADJUST TO SUIT FIELD CONDITIONS. 1" CLEARANCE BEHIND PIPE. RECOMMENDED BY MANUFACTURER. KITCHEN EQUIPMENT CONTRACTOR, TYPICAL GAS -FD IRE RL GA SP UNIT MOUNTED ON ROOF THREADED PIPE TO PIPE REDUCER FROM BRANCH PVC ADAPTER ON PIPE SIZE TO UNIT CONNECTION CONNECTIONS) GROUND JOINT PIPE UNION 4" DEEP PVC PIPE TRAP DISCHARGE AWAY FROM SERVICE AREAS OF UNIT OR WHERE Mk GAS SHUT -OFF COCK BRANCH PIPE. SEE PLAN FOR SIZE. BRANCH OFF TOP OF GAS PIPE MAIN. v ♦ D -� • VALVE (WHEN REQUIRED) AUTOMATIC VACUUM RELIEF — INSTALL ASME TEMPERATURE , AND PRESSURE RELIEF VALVE FURNISHED WITH ER GAS -FIRE HEATER; REFER T NS LE-- BURNER VD PRESSURE DR FURNISHED ER UNION WITH GROUND JOINT GAS COCK ---1 6" LONG DIRT LEG - ' � / / WATER HEATER ♦ PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE VALVE OUTLET DRAIN VALVE BY WATER HEATER MANUFACTURER ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN AND DISCHARGE FLOOR DG IT (FD) FD) AIR GAP ` SHOWN ON PLANS . -- , h TRIPLE /�� BLOCK - - - - - '_ -- - - - - - - - -- "- - - " - "" - -- ` ROOF PROVIDE 6" DIRT LEG FULL SIZE OF BRANCH PIPE SUPPORT EQUIPMENT CURB SEE DETAIL MINIMUM 3" ABOVE ROOF PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY CONNECTION LOCATION BEFORE INSTALLING PIPE RUN. C ONNECTIONS TO ROOFTOP UNIT (MAU SIMILAR) u SET WATER HEATER _ II / ON CONCRETE EQUIPMENT BASE REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE WHEN REQUIRED BY LOCAL AUTHORITIES. t •• - (- 0 ' - -- GAS METER SETTING GAS FIRED WATER HEATER COOKING APPLIANCE GAS PIPE ENGINEER OF RECORD: DUANE S. HENDERSON O NOT TO SCALE NOT TO SCALE O NOT TO SCALE 0 i al lee <e, a. represent Panda Expre this s to any pem PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 REVISIONS: US ®. U ®, US may be used by or 'dad e rye? Mn ilhMS the snac Expr<ss Inc, ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 ARCHITECT : STAMP: BSS CPR H.C. KLOVER ARCHITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAW00D, KANSAS 66206 TEL. 913 - 649 -8181 PANDA EXPRESS SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA P -4.0 PLUMBING DETAILS SECTION 15B: PLUMBING. : 15B 1 -1 STRUCTURAL STEEL. ALL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A -36. 15R 1 -2 I III I TTY CONNECTIONS THIS CONTRACTOR SHALL PROVIDE ALL UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS. ALL INTERIOR OR EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES SHALL BE INSTALLED COMPLETE AND IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE CODES HAVING JURISDICTION AND THE SERVING UTILITY INVOLVED. THIS CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS REQUIRING CONNECTION IN THE FIELD, AND SHALL WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. 15B 1 -3 MISCEI LANEOUS REMODELING WORK, PROVIDE ALL ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. ALL EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK, SHALL BE SEALED GAS— TIGHT, AND IN THE FINISHED PORTIONS OF THE BUILDING SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. ALL NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS REQUIRED, OR AS SHOWN ON THE DRAWINGS. SAW —CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING FLOOR. ALL EXISTING PLUMBING FIXTURE. REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETV. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHERTIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING, ETC. . 1 -4 SYSTEM TESTING AND ADJUSTING, UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND /OR REPLACING ALL DAMAGE RESULTING THEREFROM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. CONCEALED WORK SHALL REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE WORK MAY BE CONCEALED. ALL PIPING SHALL BE TESTED BEFORE ANY INSULATION IS INSTALLED, AND BEFORE BACKFILL, AND SHALL BE SUBJECT TO THE SPECIFIED PRESSURE FOR THE UNINTERRUPTED SPECIFIED PERIOD. ALL LINES, JOINTS; FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. ALL 'SYSTEM, DEFECTS SHALL BE REPAIRED OR REPLACED WITH NEW MATERIALS, CAULKING OF DEFECTNE'� JOINTS; CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND /OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, EVERY WATER OUTLET SHALL BE OPENED TO ENSURE COMPLETE SYSTEM FLUSHING, ALL AERATORS SHALL BE REMOVED AND CLEANED, PILOT LIGHTS SHALL BE LIGHTED AND EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL BE OPERATED TO DEMONSTRATE PROPER FUNCTIONING. THE ENTIRE DRAINAGE AND VENT SYSTEM SHALL BE TESTED BY PLUGGING ALL OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. THE SYSTEM SHALL THEN BE FILLED WITH WATER, AND TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. ALL PARTS OF THE DRAINAGE AND WASTE SYSTEM SHALL BE SUBJECTED TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, THEY SHALL BE REPAIRED AND THE TEST REPEATED AFTER THE SYSTEM IS MADE TIGHT. THE CONTRACTOR SHALL ALSO PERFORM ANY OTHER TESTS REQUIRED BY THE PLUMBING INSPECTOR. THE DOMESTIC WATER SYSTEM SHALL BE TESTED BY CHARGING THE ENTIRE SYSTEM WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. THE SYSTEM SHALL REMAIN CLOSED FOR A PERIOD OF TWENTY—FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. ALL WATER PIPING SHALL BE TESTED TO A 125 PSI HYDROSTATIC PRESSURE. THE NATURAL GAS SYSTEM SHALL BE SUBJECTED TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR AND THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 P515; AND /OR SHALL BE TESTED PER GAS COMPANY REQUIREMENTS. 15B 2 -1 PIPING MATERIALS, ALL MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. CONTRACTOR SHALL VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COI D AND HOT)• ALL DOMESTIC WATER PIPING INSTALLED ABOVE THE SLAB, WITHIN THE BUILDING, SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. DOMESTIC WATER PIPING SIZE 2" AND SMALLER INSTALLED BELOW BASE SLAB OR BELOW GRADE SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. CARE SHALL BE TAKEN TO INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING SLAB. ALL DOMESTIC WATER PIPING INSTALLED BELOW GRADE SHALL HAVE ADEQUATE COVER TO PREVENT FREEZING. PROVIDE THRUST BLOCKS, ETC. AS REQUIRED. SOS AND WASTE' ALL SOIL AND WASTE PIPING BELOW GROUND AND INSIDE THE BUILDING SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE AND FITTINGS. "NO— HUB" SYSTEM IS PERMITTED ABOVE BASE SLAB (NOT BELOW SLAB) WHERE ALLOWED BY CODE. SCHEDULE 40 PVC PIPING IS ALSO PERMITTED WHERE APPROVED BY CODE. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS). EXTERIOR WASTE PIPING FROM POINTS NOTED OUTSIDE THE BUILDING WALL, SHALL BE DRAINAGE TYPE PVC PLASTIC TO ITS POINT OF TERMINATION. VITRIFIED CLAY TILE DRAINAGE PIPING IS PERMITTED EXTERIOR TO THE BUILDING. PLUMBING VENTS• ALL VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE WITH CAST IRON DRAINAGE FITTINGS. VENT ALL FIXTURES AND CONCEAL PIPE IN PARTITIONS AND ABOVE CEILINGS. "NO —HUB" SYSTEM IS PERMITTED ABOVE BASE SLAB (NOT BELOW SLAB) WHERE ALLOWED BY CODE. SCHEDULE 40 PVC PIPING IS ALSO PERMRTED WHERE APPROVED BY CODE. (NOTE: PVC PIPING IS NOT ALLOWED IN CLUNG RETURN AIR PLENUMS). NATURAL GAS. GAS PIPING ABOVE GROUND SHALL BE STANDARD WEIGHT BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS, OR STANDARD WELDED FITTINGS. UNIT CONDENSATE TRAIN• UNIT CONDENSATE DRAIN PIPING INSTALLED WITHIN THE BUILDING SHALL BE TYPE "M" FOR 1" AND SMALLER OR "DWV" FOR 1 -1/4" AND LARGER HARD TEMPER COPPER TUBE WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS AND SOLDERED CONNECTIONS MADE. UP WITH 95/5 SOLDER. INSTALL CLEANOUTS AT ALL ELBOWS AND TURNS GREATER THAN 45 DEGREES. UNIT CONDENSATE DRAIN PIPING INSTALLED OUTSIDE THE BUILDING AND ABOVE GROUND SHALL BE SCHEDULE 40 PVC, WHERE ALLOWED BY CODE. TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN ON DRAWINGS. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS). 15B 2 - PIPING AND EQUIPMENT INSULATION, ALL DOMESTIC COLD WATER PIPING AND UNIT CONDENSATE DRAIN PIPING (WITHIN BUILDING): 1/2" CERTAIN TEED OR EQUAL OWENS— CORNING OR ARMSTRONG, ONE — PIECE FIBERGLASS COVERING WITH FIRE— RESISTANT JACKET WITH SELF — SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE. EXCEPT WHERE PIPING IS EXPOSED AT FIXTURES. ALL DOMESTIC HOT WATER: 1" CERTAINTEED OR EQUAL OWENS— CORNING OR ARMSTRONG, ONE —PIECE FIBERGLASS COVERING WITH FIRE — RESISTANT JACKET WITH SELF — SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT WHERE PIPING IS EXPOSED AT FIXTURES. INSULATE ALL PVC PIPING NOT INSTALLED IN A SEALED CHASE OR WALL TO MEET FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED INDEX OF 50 OR LESS AS TESTED BY ASTM E 84. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL PREMOLDED INSULATING FITTINGS. INSULATION SHALL BE INSTALLED IN A PROFESSIONAL, NEAT APPEARING MANNER; POOR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. THE COMPLETE PIPING INSULATION INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 15B 2 -3 PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN STRICT COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. JOINTS SHALL BE MADE UP TIGHT WIT, GRAPHITE BASE PIPE JOINT COMPOUND AND EXPOSED THREADS OF FERROUS PIPE SHALL BE PAINTED WITH ACID — RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP —WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. STEEL PIPE: WELDED JOINTS SHALL BE OF THE BUTT WELDED SINGLE 'NEE" TYPE. PIPE SHALL BE BEVELED AT A 45 DEGREE ANGLE TO WITHIN 1/16" OF THE INSIDE WALL, AND THE WELD SHALL BE BUILT UP TO ONE FOURTH GREATER DEPTH THAN THE PIPE WALL THICKNESS. WELDING SHALL BE EITHER ELECTRIC OR OXY— ACETYLENE, PERFORMED IN CONFORMANCE WITH THE ASME CODE FOR PRESSURE PIPE WELDING, AND ONLY BY EXPERIENCED CERTIFIED WELDERS. CAST IRON PIPE: JOINTS IN BELL AND SPIGOT CAST IRON SOIL PIPE SHALL BE OF SOFT PIG LEAD AND OAKUM OR HEMP, WITH THE LEAD NOT LESS THAN 1" DEEP AND INSTALLED IN ONE POUR. NEOPRENE COMPRESSION GASKETS (TYSEAL OR EQUAL) ARE APPROVED FOR HUBBED SOIL PIPE. CAST IRON BOLTED COUPLING WITH NEOPRENE COMPRESSION GASKETS MAY BE USED TO JOIN HUBLESS SEWER PIPE, MG PIPING PRODUCTS, TYLER, OR APPROVED EQUAL. STANDARD CISPI 310 -85 COUPLING MAY BE USED TO CONNECT HUBLESS SEWER PIPE, HUSKY OR APPROVED EQUAL. 15B 2 -4 PIPING INSTALLATION GENERAL: ALL PIPE SHALL BE CLEANED THOROUGHLY PRIOR TO INSTALLATION, AND ENDS OF PIPE SHALL BE REAMED AND ALL BURRS REMOVED. PIPING SHALL BE CUT ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB; SHALL BE INSTALLED WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED, AND SHALL NOT BE SPRUNG OR BENT. ALL PIPING SHALL BE NEATLY ALIGNED, SECURELY CONNECTED, AND WELL SUPPORTED FROM THE BUILDING STRUCTURE WITH HANGERS AS REQUIRED. ALL PIPES PASSING THROUGH CEIUNGS, FLOORS OR WALLS OF FINISHED SPACES SHALL BE PROVIDED WITH CHROMIUM PLATED ESCUTCHEONS. PIPES PASSING THROUGH FLOORS SHALL BE RUN FREE, USING PIPE SLEEVES, AND SHALL NOT BE GROUTED IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. PIPING. SHALL BE INSTALLED CONCEALED IN FINISHED SPACES AND WHEREVER POSSIBLE. AT, ALL POINTS WHERE FERROUS AND COPPER PIPING CONNECT, THE CONNECTION BE MADE THROUGH AN INSULATED PIPE UNION, WITH ZINC— PLATED STEEL BODY; THREADED NYLON INSERT AND INSULATING- PRESSURE GASKET. NO FERROUS METAL -TO- COPPER CONNECTION, MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGERS: FERROUS PIPE HANGERS SHALL BE. FEE & MASON'. FIGURE 215 OR EQUAL UNISTRUT MALLEABLE IRON SPLIT RING HANGER; COPPER PIPE HANGERS SHALL BE FIGURE 361 CAST BRASS WITH PLATED ADJUSTER, OR APPROVED EQUIVALENT. NO PERFORATED STRAP IRON HANGERS WILL BE PERMITTED. FEE & MASON #400 "AUTO — GRIP" TYPE HANGERS ARE AN ACCEPTABLE ALTERNATIVE HANGER. CONCRETE INSERTS, WHERE REQUIRED, SHALL BE UNISTRUT, MIDWEST, OR TRUSCON. HANGERS SHALL BE SPACED AT TEN FOOT INTERVALS OR LESS, AS REQUIRED TO AVOID SAG, PREVENT VIBRATION, AND ALLOW ACCURATE LEVELING OR GRADING. VERTICAL PIPING SHALL BE SUPPORTED' BY FEE & MASON FIGURE 241 OR EQUAL CLAMP FOR FERROUS PIPING, AND FIGURE 368 FOR COPPER. PROVIDE SHEET METAL SADDLES FOR INSULATED PIPING. OTHER ACCEPTABLE MANUFACTURERS ARE GRINNELL AND B —LINE SYSTEMS. SOIL AND WASTE: ALL SOIL AND WASTE PIPING SHALL BE GRADED TO A UNIFORM SLOPE OF NOT LESS THAN 1/8 PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. SUPPORT AT EACH JOINT. ALL CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH. CONNECTIONS SHALL BE MADE WITH SANITARY 'TEES" OR SHORT SWEEP "ELLS ". ALL CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR IN THE HORIZONTAL SHALL BE MADE WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS ", COMBINATION "Y" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS) AND "Y" FITTINGS. UNDERGROUND PIPE SHALL BE INSTALLED WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND HOLES SHALL BE EXCAVATED FOR THE PIPE BELLS. PIPING SHALL BE LAID IN A STRAIGHT LINE AND GRADED UNIFORMLY TO LINE WITH BATTEN BOARDS SET NOT OVER 24' -0" APART. OPEN ENDS OF PIPE SHALL BE CLOSED WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. SPIGOTS SHALL BE CENTERED ACCURATELY IN BELLS FOR UNIFORM CAULKING. A SMOOTH AND UNIFORM INVERT SHALL BE PROVIDED IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS WILL NOT BE PERMITTED. SOIL AND WASTE LINES SHALL BE LOCATED IN GENERAL AS SHOWN ON THE DRAWINGS. THE EXACT LOCATIONS SHALL BE DETERMINED BY THIS CONTRACTOR IN SUCH A MANNER AS TO MAINTAIN. PROPER CLEARANCE AND TO INSURE DRAINAGE. CONTRACTOR SHALL VERIFY THAT INSTALLATION WILL TIE INTO THE INDICATED CRY SEWER CONNECTION ELEVATION POINT PRIOR TO INSTALLATION, IF THE WASTE LINE WILL NOT TIE INTO TERMINATION ELEVATION WHILE MAINTAINING PROPER FALL, THE CONTRACTOR SHALL NOTIFY THE PLUMBING ENGINEER AND THE CIVIL ENGINEER SO THAT AN ALTERNATE ROUTING MAY BE WORKED OUT. PLUMBING VENT: ALL PLUMBING VENTS SHALL BE CONNECTED AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION, AND SHALL BE EXTENDED FULL SIZE THROUGH THE ROOF LINE. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE. FLASHINGS SHALL BE TURNED DOWN INTO STACKS AT LEAST 2 ", AND SHALL BE EXTENDED 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. WHITE LEAD PIPE DOPE SHALL BE APPLIED ON ALL MALE STEEL PIPE THREADS. VENT UNES SHALL BE AIR AND WATER TIGHT. VENT. CONNECTIONS SHALL BE INSTALLED ON ALL FIXTURES AND EQUIPMENT CONNECTED TO SOIL AND WASTE PIPING, AND AL FLOOR DRAINS SHALL BE VENTED OR CONNECTED TO A VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE ARRANGED TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM; ALL SUPPLY PIPES TERMINATING AT VALVES OR FIXTURES SHALL BE PROVIDED WITH ENCLOSED PIPE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18 LONG, TO PREVENT WATER HAMMER. AT LEAST ONE PIPE UNION SHALL BE INSTALLED ADJACENT TO ALL VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. UNIONS SHALL BE OF THE GROUND JOINT TYPE. ALLOWANCE SHALL BE MADE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, PIPING SHALL BE HELD AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL; INSULATION BATT OR OTHER INSULATION (MINIMUM R8) SHALL BE INSTALLED BETWEEN PIPING AND THE EXTERIOR WALL FACE. NATURAL DATA ALL NATURAL GAS PIPING SHALL BE PITCHED, AND ACCESSIBLE DRIP PIPES SHALL BE INSTALLED AT THE LOW POINTS. BRANCHES SHALL TAKE OFF FROM THE TOP OR SIDES OF CONNECTING PIPES, TO PREVENT ACCUMULATION OF WATER IN THE BRANCHES. ALL GAS PIPING VALVES AND UNIONS SHALL BE FULLY ACCESSIBLE. NO GAS PIPING SHALL BE INSTALLED BELOW THE BASE SLAB, 1SR 2 -5 PIPING STFRII I7ATION STERILIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. SOLUTION SHALL REMAIN IN THE SYSTEM A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL' TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL, 1583 PLUMBING SPECIA 15B 3 -1 WATER HAMMER ARRESTORS. AND TRAP —S, PROVIDE WATER HAMMER ARRESTORS AS SCHEDULED ON THE DRAWINGS. ARRESTORS SHALL BE SIOUX CHIEF HYDRARESTOR, JOSAM, J.R. SMITH, WATTS, OR ZURN, TRIPLE 0 —RING SEALED AND LUBRICATED ACETAL PISTON. IF NO ARRESTORS ARE SCHEDULED, PROVIDE A SIZE A ARRESTOR WITHIN 20 FEET OF THE END OF EACH DOMESTIC HOT AND COLD WATER PIPING BRANCH. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS. ALL FLOOR DRAINS AND FIXTURES WITH WASTE CONNECTIONS SHALL BE SEPARATELY TRAPPED WITH A WATER — SEALED TRAP PLACED AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAPS REQUIRED. INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. ALL EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROMIUM PLATED BRASS. TRAPS SHALL BE OF THE CONVENTIONAL "P ", WATER— SEALED SELF— CLEANING DESIGN. FULL "S" TRAPS OR - RAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE, OR FLOOR DRAIN, OR INSTALLED BELOW THE BASE SLAB, SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT, OF ADEQUATE SIZE, AND PROTECTED BY A WATER SEAL PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 158 3 -2 CLEANOUTS AND FLOOR DRAINS ALL CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE BY ONE MANUFACTURER. ACCEPTABLE MANUFACTURERS INCLUDE JAY R. SMITH, JOSAM, WADE, OR ZURN. CLEANOUTS SHALL BE INSTALLED AT POINTS AS NOTED ON THE DRAWINGS, AS WELL AS AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT OTHER POINTS AS REQUIRED FOR EASY SYSTEM MAINTENANCE. CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4 ", AND 4" SIZE FOR PIPES ABOVE 4 ". IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION, AND TO ROUGH —IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. EACH EXTERIOR CLEANOUT SHALL BE EMBEDDED IN A 12" X 12" X 12" BLOCK OF CONCRETE, FLUSH WITH FINISHED GRADE. GREASE ALL CLEANOUT PLUGS. FLOOR DRAINS SHALL BE AS SCHEDULED ON THE DRAWINGS. 156 3 -3 VALVES, STRAINERS. HOSE BIBBS AND UNIONS. ALL PLUMBING SYSTEM VALVES SHALL BE CRANE COMPANY OR NIBCO OF MODELS HEREIN SPECIFIED, OR APPROVED EQUAL BY GRINNELL, HAMMOND, WALWORTH, STOCKHAM OR MUELLER VALVES. ALL VALVES SHALL BE OF THE BEST QUALITY, DESIGNED FOR 125 PSI STEAM WORKING PRESSURE. VALVES SHALL BE INSTALLED ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. GATE VALVES; CLASS 125, SIZE 2 -1/2" AND SMALLER SHALL BE CRANE #1701 OR NIBCO TI13, NON— RISING STEM, SCREWED BRASS BODY AND PARTS, WITH WEDGE DISC. GATE VALVES 3" AND LARGER SHALL BE CRANE #465 -1/2 OR NIBCO 617 -0, 0.S. & Y., IRON BODY FLANGED WEDGE GATE WITH BRASS SEATS AND STEM. BAIL VALVES (MAY BE USED IN LIEU OF GATE VALVES): 2" AND SMALLER, NIBCO #T580; TWO PIECE BRONZE BODY, WITH SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 400 PSI, BLOW —OUT PROOF STEM. GI ORE VALVES; CLASS 125, SIZE 2 -1/2" AND SMALLER SHALL BE CRANE #1310 OR NIBCO T -211, SCREWED BRASS BODY AND BRASS DISC. GLOBE VALVES 3" AND LARGER SHALL BE CRANE #351 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES FOR INSTALLATION. IN HORIZONTAL PIPE RUNS ONLY, SHALL BE OF THE "SWING DISC" DESIGN; SIZE 2 -1/2" AND SMALLER, SHALL BE CRANE #137 OR NIBCO T -413 WITH SCREWED BRONZE BODY.. AND BRONZE DISC. CHECK VALVES 3" AND LARGER SHALL BE CRANE #373 OR NIBCO F -918 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES FOR INSTALLATION'S IN VERTICAL PIPE RUNS SHALL BE OF THE 'VERTICAL LIFT" DESIGN; SIZE 2-1/2". SMALLER SHALL BE CRANE #29 OR NIBCO #T -400 WITH SCREWED BRONZE BODY AND BRONZE DISC. VERTICAL CHECK VALVES 3" AND LARGER SHALL BE CENTER GUIDED. CHECK VALVES SHALL BE CLASS 125. GAS COCKS; SIZE 2 -1/2" AND SMALLER SHALL BE HOMESTEAD # 611, SCREWED IRON BODY WITH BRASS TRIM AND FLAT HEAD. GAS COCKS 3" AND LARGER SHALL BE HOMESTEAD. # 612 FLANGED SEMI —STEEL BODY WITH IRON TRIM AND SQUARE HEAD. APPROVED EQUAL BY MCDONALD, ROCKWELL — NORDSTROM OR DEZURIK. GAS SHUTOFF VAI WS: FOOD SERVICE EQUIPMENT CONTRACTOR SHALL PROVIDE MECHANICAL OR ELECTRICAL GAS SHUTOFF VALVE TO SHUTOFF FUEL OR POWER SOURCE. TO COOKING EQUIPMENT UPON DETECTION OF FIRE. VALVE SHALL HAVE A CLEARLY MARKED OPEN /CLOSED INDICATOR. VALVE SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE BRADLEY "TMA" OR LEONARD VALVE "210" THERMOSTATIC TYPE WITH BRASS BODY, NON — CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. SET TEMPERATURE AT 110F FOR HAND WASHING. STRAINERS• SIZE 2 -1/2" AND SMALLER SHALL BE WATTS #745 WITH SCREWED IRON BODY, BRASS CAP AND MOREL 40 MESH SCREEN. STRAINERS 3" AND LARGER SHALL BE WATTS #77F —D WITH FLANGED IRON BODY, BOLTED IRON CAP AND STAINLESS STEEL SCREEN WITH 1/16" PERFORATIONS. ALL STRAINERS SIZE 3" AND LARGER SHALL HAVE A 1" BLOW —OFF LINE WITH A 1" GATE VALVE CONNECTED TO THE BLOW —OFF CONNECTION AND SHALL BE EXTENDED TO THE NEAREST FLOOR DRAIN. WOODFORD #24P OR WATTS #GCB -6 WITH ROUGH BRASS BODY, 1/2" SCREWED INLET, WITH 3/4" HOSE THREAD OUTLET, SCREW —ON VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. EXPOSED INTERIOR HOSE BIRDS: CHICAGO #952 OR T & 5 BRASS #6720 WITH CHROME PLATED BRASS BODY, 3/4" SCREWED INLET, 3/4" HOSE THREAD OUTLET, INTEGRAL VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. •. :I: HOT & COI D WATER MIXING HOSE BIBBS AMERICAN— STANDARD #8341.075 WITH VACUUM BREAKER, STOPS IN SHANKS, AND 3/4" HOSE THREAD OUTLET. WAIJ. HYDRANTS; JAY R. SMITH #5609 —QT "NON— FREEZE" SURFACE TYPE WITH CAST BRONZE SATIN NICKEL PLATED FACE, WITH INTEGRAL VACUUM BREAKER, 3/4" HOSE CONNECTION, ADJUSTABLE WALL CLAMP, REMOVABLE KEY HANDLE OPERATOR; OR EQUAL BY WOODFORD, JOSAM, WADE, OR ZURN. PROVIDE ACCESSIBLE STOP VALVE INSIDE BUILDING. UNIONS; FERROUS UNIONS SHALL BE CRANE OR EQUAL, COMBINATION IRON AND BRASS. GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. 15B 3 -4 INTERCEPTORS. GREASE INTERCEPTORS SHALL BE JAY R. SMITH IN FLOOR TYPE, WELDED STEEL CONSTRUCT: 3N AS SCHEDULED ON THE DRAWINGS, WITH FLOW CONTROL VALVE. AUTOMATIC GREASE DRAW —OFF PIPING, RECEIVING CRADLE. PROVIDE VENT FOR INTERCEPTOR AS SHOWN ON DRAWINGS. 15B 3 -5 WATER SERVICE ENTRANCE: PRESSURE REDUCING VALVE AND DUC D PR SSURE PRIN IP KF •W P"EVENTER THIS CONTRACTOR SHALL FURNISH AND INSTALL A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (BFP) AS SCHEDULED ON THE DRAWINGS, IF REQUIRED BY LOCAL CODE, AND A PRESSURE REDUCING VALVE (PRV) AS REQUIRED ON THE DOMESTIC WATER SERVICE, IMMEDIATELY DOWNSTREAM FROM THE POINT OF WATER SERVICE ENTRY. PROVIDE PRESSURE REDUCING VALVE WHEN DOMESTIC WATER PRESSURE EXCEEDS 80 PSI. PRESSURE REDUCING VALVE (PRV) SHALL BE WATTS #2235 -23. OR APPROVED EQUAL CASH —ACME, OR WILKINS AS SPECIFIED ON DRAWINGS, WITH BRONZE BODY WITH STAINLESS STEEL TRIM, DIRECT ACTING, SPRING LOADED DIAPHRAGM TYPE, SUITABLE FOR 300 PSI INLET PRESSURE. 158 3 -6 SYSTEM ACCESSORIES, THERMOMETERS SHALL BE AMERICAN 3" BI —METAL DIAL WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PRESSURE GAUGES SHALL BE ASHCROFT 3" DIAL TYPE WITH SHUT —OFF COCK, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. TRAP PRIMERS SHALL BE PRECISION PLUMBING PRODUCTS "PRIME. RITE" WITH BRASS '' AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. 1564 PLUMBING FIXTURES AND EQUIPMENT FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES AS SCHEDULED, OR APPROVED EQUAL AMERICAN — STANDARD, KOHLER, ELKAY, STERN— WILLIAMS, CRANE, OR JUST. ALL FIXTURES SHALL BE OF. SAME MANUFACTURER WHERE POSSIBLE. SEE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS, ALL FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO ALL REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, AND LEFT READY FOR USE AND SHALL BE LEFT CLEAN. ALL EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME — PLATED, AND SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. ALL CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. ALL FIXTURES FITTING AGAINST WALLS SHALL HAVE GROUND BACKS. 15B 4 -2 PI UURING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (GROG) LEAD FREE STANDARDS OF ANSI /NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. FURNISH AND INSTALL CHICAGO FAUCETS AS SCHEDULED OR APPROVED EQUAL BY KOHLER, SPEAKMEN OR T & S BRASS. FIXTURE P —TRAPS SHALL BE CHROME PLATED BRASS BODY, WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND, WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE BY EBC, ELJER, KOHLER, OR MCGUIRE. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE CHROME PLATED BRASS ANGLE TYPE WITH LOOSE KEY AND FULL TURN BRASS STEM, 3 /8 "IPS INLET, SHALLOW STEEL FLANGE, 3/8 "CHROME PLATED COPPER RISER FLANGE, FINAL CONNECTION AS REQUIRED BY CHICAGO, EBC, ELJER, KOHLER, OR MCGUIRE. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1 -1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER BY CHICAGO, EBC, EWER, MCGUIRE OR T & S BRASS. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1 -1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY EBC, ELJER, KOHLER OR MCGUIRE. HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED BY BROCAR, MCGUIRE, PLUMBEREX "PRO- 2000 ", TRAP —WRAP OR TRU —BRO. 15B 4-3 WATER HEATER WATER HEATERS SHALL BE BY A. 0. SMITH, BRADFORD— WHITE, LOCHINVAR OR STATE WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. ALL UNITS SHALL BE GAS —FIRED VERTICAL TUBE TANK TYPE COMPLETE WITH GLASSLINED TANK, STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE & PRESSURE RELIEF VALVE, WATER HEATERS SHALL BE AGA APPROVED AND MEET ASHRAE 90.1B STANDARDS FOR THERMAL. EFFICIENCY AND STANDBY HEAT LOSS. GAS WATER HEATERS SHALL HAVE 100% PILOT SAFETY SHUT —OFF AND DRAFT DNERTER. RELIEF VALVE: WATER .HEATER RELIEF VALVE'. SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION' TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210 F AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND. TERMINATE 6" ABOVE A FLOOR DRAIN. EXPANSION TANK: EXPANSION. TANKS SHALL BE AMTROL "THERM —'X —TROT" AS SCHEDULED ON THE DRAWINGS OR EQUAL. BY ARMSTRONG, BELL & GOSSETT OR TACO. ALL UNITS SHALL BE CONSTRUCTED OF WELDED CARBON STEEL, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING; AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH TO A PRESSURE EQUAL TO THE. STATIC WATER PRESSURE. 15B 4 -4 fDUIPMENT FURNISHED BY OTHERS THIS CONTRACTOR SHALL FURNISH AND INSTALL ROUGHED —IN WASTES, VENTS AND WATER SERVICES, AND SHALL COMPLETELY INSTALL AND CONNECT THE VARIOUS SINKS, PLUMBING AND KITCHEN EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT PROVIDED WITH THE EQUIPMENT INCLUDING 'TRAPS, STOP VALVES, PRV'S, INDIRECT WASTE TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH —IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND /OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS, SECTION 1 5C. AUTOMATIC SPRINKLER SYSTEM: 15C 1 -1 INSPECTION OF SITE THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 1SC 1 -2 SCOPE. ALL SPRINKLER WORK SHALL BE PERFORMED BY A LICENSED SPRINKLER CONTRACTOR. FIRE PROTECTION SPRINKLER CONTRACTOR (FPSC) SHALL PROVIDE A COMPLETE AND FUNCTIONING SPRINKLER SYSTEM WITH VALVES, PIPING AND HEADS, THROUGHOUT THE TENANT SPACE. FPSC SHALL VERIFY REQUIREMENTS WITH LOCAL CODE OFFICIALS PRIOR TO BID. FPSC SHALL VERIFY AND COORDINATE ALL WORK WITH THE LANDLORD SPRINKLER CONTRACTOR. SYSTEM SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF STANDARD #13 OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AND MUST BE ACCEPTABLE TO THE INSURANCE INTEREST HAVING JURISDICTION, THE FIRE MARSHAL, AND LOCAL, STATE, AND NATIONAL CODES HAVING JURISDICTION. WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO THE FOLLOWING: 1. OVERHEAD WET —PIPE SPRINKLER SYSTEM FOR TENANT SPACE. 15C 1 -3 INSTAI I ATION RFOIIIRFMFNTS FIRE PROTECTION SYSTEM COMPONENTS SHALL BE MANUFACTURED BY GRINNELL, RELIABLE, CENTRAL, VIKING, POTTER— ROEMER, OR APPROVED EQUAL OR AS SPECIFIED HEREIN. PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. SPRINKLER HEADS IN AREAS WITH FINISHED HARD CEILINGS (GYPBOARD, ETC) SHALL BE SHALL BE SEMI — RECESSED CHROME — PLATED TYPE WITH CHROME — PLATED ESCUTCHEON. SPRINKLER HEADS IN AREAS WITH FINISHED ACOUSTICAL CEILINGS SHALL BE SEMI — RECESSED CHROME — PLATED TYPE WITH CHROME — PLATED ESCUTCHEON. SPRINKLER HEADS IN AREAS OF EXPOSED PIPING MAY BE PENDANT OR UPRIGHT TYPES WITH ROUGH BRASS FINISH. SPRINKLER HEADS IN CEILINGS SHALL BE A MINIMUM OF 6" FROM THE CEILING GRID T —BARS AND, UNLESS FUNCTIONALLY IMPOSSIBLE, SHALL BE CENTERED WITH AND BETWEEN ROWS OF LIGHT FIXTURES. SPRINKLER PIPING 2 -1/2" AND LARGER MAY BE SCHEDULE 10 BLACK STEEL. SPRINKLER PIPING 1 -1/4" THROUGH 2" MAY BE ALLIED 'XL' OR APPROVED EQUAL 1" PIPING SHALL BE SCHEDULE 40 BLACK STEEL, ALLIED TUBE OR EQUAL. PIPES SHALL HAVE WELDED, SCREWED, OR MECHANICALLY JOINED FITTINGS. PROVIDE AND INSTALL BACKFLOW PREVENTION EQUIPMENT IF REQUIRED BY LOCAL CODES. PROVIDE AND INSTALL FULL FLOW FIRE METER OR DETECTOR CHECK METER IF REQUIRED. DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER. PIPES OR HANGERS SHALL BE AVOIDED. WHEN DESIGN REQUIRES CUTTING, DUE TO ECONOMY, APPEARANCE OR SIMILAR ASPECTS, IT SHALL BE HELD TO AN. ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT'S WRITTEN APPROVAL. COORDINATE ALL SCHEDULING AND. WORK WITH OTHER TRADES SO AS TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF THE WORK, WITH A MINIMUM OF DELAYS. WHERE 'SPRINKLER PIPING. IS INSTALLED. WITHOUT COORDINATING WITH OTHER TRADES. AND CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS REQUIRED AT NO ADDITIONAL. COST TO THE OWNER TO RESOLVE THE CONFLICTS. WHERE PIPING PASSES THROUGH WALLS, FLOORS, CEILINGS, OR OTHER BUILDING CONSTRUCTION. SLEEVES MUST BE USED. WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME PLATED OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT, SPLIT WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FR SNUGLY AROUND THE PIPING. WHERE FINISH IS NOT A PROBLEM SUITABLE PLATES SHALL BE PROVIDED AT EACH HOLE TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A FIRE STOP. SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION PENETRATIONS WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE —RATED ASSEMBLIES. PROVIDE ALL ITEMS OF SPRINKLER SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODEUNG, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER. OPERATION. ENGINEER OF RECORD: DUANE S. HENDERSON NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT ,E ' CONDITIONS. CONTRACTOR SN4LL FlEID VERIFY ALL CAREFULLY G CONDRIONS PRIOR TO SUBMITTING FINAL BIDS. COMPACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER D:SCIPDNES AND EXISPNG CONDIPONS. PANDA EXPRESS INC. 899 El Centro Street South Pasadena,Califomia 91030 Telephone: 626.799.9898 Facsimile: 626.403.8688 all faeaa. ° Panau T ex toms ,P rtv � oayP .Itten r" Noted REVISIONS: A ' ® ' ® , ISSUE DATE: 01 -05 -01 DRAWN BY: CHECKED BY: BSS CPR PANDA PROJECT #: M1 -01 -14 H.0 KLOVER PROJECT #: 00044.017 Nna, ARCHITECT : H.C. KLOVER ARCH ITECT 8900 STATE LINE ROAD SUITE NO. 230 LEAWOOD, KANSAS 66206 TEL. 913 - 649 -8181 STAMP: SOUTHCENTER MALL SPACE # FC 44 SOUTHCENTER MALL TUKWILA, WA P5.0 PLUMBING AND SPRINKLER SPECIFICATIONS PANDA EXPRESS