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Permit D01-120 - SOUTHCENTER MALL - GADZOOKS - IMPROVEMENTS
P01420 GADZOOKS 862 SOUTHCENTER MALL z 4aw D UO coo cli cow W 0 i. �w z� III w mD 0 01- wW tlo wZ P 0 z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 1 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9023 Address: 862 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: SPRINKLER Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor License No: OCCUPANT GADZOOKS Phone: 862 SOUTHCENTER MALL, TUKWILA WA 98168 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT. MARY ANN Phone: 360- 328 -6300 1327 POST AVE, SUITE H, TORRENCE CA 90501 * k * * k k * * * * * * * * * k * * * * * k k * k * k * A * * * * * k * * * * * * k k k # k kkkkkk * * * k k * * k k A k k A A k * A k k A k k k k * * A * A A A Permit Description: TENANT IMPROVEMENT OF EXISTING MALL SPACE. k*A** k******** k****** * * * * * * * * ** ** * * * * * * * ** *k * * *k ** *k kkkkkk k *kk * *kA #k * * *kkk *kkk * *Akk* Construction Valuation: $ 63,000.00 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* * * * ** ** * * *A * *k * * *k * *kk *kkA * *Akk * *kk * *k: kkA kkAA AA A *kkkkAkAAkkk *kAAAkA * *kkkkAAA TOTAL DEVELOPMENT PERMIT FEES. --.,$ 1,21 84 * AA k* * ** * * * * * ** *k * * * * *kk*A* * * *A* *A A. *AkA *kA *A*kk AA *k kkkkkk * * *A *AkAAAAAAA *A *AAAAAAA* Permit Center Authorized Signature': (206) 431 -3670 Permit No: D01 -120 Status: ISSUED Issued: 06/19/2001 Expires: 12/16/2001 'tn.� c_4. 1 c Date: ( l L - ) I hereby certify that I have re d and examined t \is permit ar know the same to be true and correct. All p ovisions of law and ordinances governing this work will be complied with, wh ther 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 rmit. Print Name: NvE? Signature:_ 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. Date: A641/0 4 Z W 00 U) 0 w g Z I-O w UCI 0 o w LL Q w� U 0 Z Ad‘Zh-e-,..s1 86 ' NALL ;"- Tenant: Tyce: DEVPEPM of=1 7 • - 2 3 013 #: :62304-9023 4 4444444444 44*4444•441 14 444 444 444 k ir 4 k • 4, • • 4 • 4 1••4 4 t.• • • Permit Conditions: 1. No chare s will t.e ,)lade to the olans b: En9ineer and the TqLwtla 2, Ail construction be done ln coi'ioriiianc with •Thi plans and reoutrements of the Un;fofm Euildtn ;:odc Edition) a.s. .3mended. Urifo and WasiOn.flon 2.tate 11:= Plumbih9 T be otatoined the . : , tt - ! , :?-t County Pepartment Phblio Hea!th. inspected r,y that aoehoy. inclo6in al' 93'1 o:1_ (296-4722, 4. Validity of rermit. The i:sance at A planS, specilcations.. and , :c.modta shAll •'4ot, he .:.m- trued to be a permit for. or o aoth Of anV of the )orov!slons of the builot41 other ordir2 of the tur isdiction. No 0e(41't alve authoriN to vi oi the th . code shall be vali;1. 5, Electrical remits shall oe thruoh tho State Division of Lator and Indostcies wori, will De Inspected that aoenc. There shall be no 000duanc • tnt ort'l final inS.becton has been , ,:ombleted the Tot,&i1:-. Inspector. 7. All mechani,:al ViOr shall he under t1 :ssued r the City of Tui,mila. )3. All permits, inspection reccds.. and oQPc available at the iob site prior to : start co- structIon. rheSe documents are to be m5aintained able until flnal Inspection aboro‘:al is )iahted. 9. * DEPAPTMENT CONDITIO"A 10. The attached set of olans have been 7 1re Prevent;on Bureau and sire acceptable with the concerns: 11. The total number of f)re e..t1n reouted establishment is 1. at e-.tt9uisl!ef 3000 so. ft. of area, The e..tioiautlher() All Purho.ze" (:A. dry ohemoal i7yoe, distance to any - 1 . re mds',: he or - NFFA 10 fire ..,1•:‘t16.101.Fhers, be insta:;e1 the han9er or in the D;'3 th or wall receses. rhti- 113t. vca.:Vet ra and oci:oeriy an to the mountino surfa wth th iitatifacturer's itf shall be iwztalled so that the too tha ;f not more than leet above the 'floor and between the bcttom of the : :1 not be less than 4 inches. 13. EY.tinguishers shell he loted so a'z tc (if at all possible). or if not in plain they iha!I be identified with a sign :tatin. - Fife E with an arrow pointino to the unit. j:FrA 10J,;.:H Standard 10-j) 14. Clear access fire e..tiQui..7.herT. reouiced at a: times. They may nOt i; 1. 1-6.5 15. Fire extinguisher duire monthly And ,earlv They it have a tag of label seurel attache tha7 indicates the month and year that the inspecti..Nn performed and shall identify the •ompare:. or performing the service. .NEPA 10. 43. 4-4 anci, 4-4. Every siN years, dr: Oiemical and halon f;ro eY,tinguishers shall be emotfd and lubie t4. the applicable recharge pi ;NFrA 10, 4-4.ii Ff redutred monthly and \.ea,'1 IspectIon .2i the fi:C. eYtinguisher(s are no-t aompli.5hod 0 rho Is not complete, a coputab;o oomPany will be reduiced to oonduct theo.e reoured (NFPA 10, 4-3. 4-4) 16. Maintain fire e*.tinguisher , ..'overage th 17. Na point in an tin.:;or:n1Hered buildth9 nAy Lt 4fOre. tiran 200 feet from an e—it. a:or!: rife path of tra% LiFr 1004.2. ; 2.1) 13. No point in a . .:17.p4 ini.lered Uuildin9 may b0 ;110(e cha6 250 feet from an • mea'sured alono tht:- Path of ti 1004.2.5. EY.it doors . .Ewinq in the diret:tin of e 4.1hen 'servin any hazardous -Area when seing ar load of 50 or more. /Ur< 20. E doo•: 7 he obenable from the in.E.ide 4,;rhout use of a or ).nowled9e o;* eff*t. t. doors not be looVed. :nan-d, or otherwil,F.e rendered untriable !ooi lhaT' be of an at ty0e. if 120 21. Dead bolt3 ace not allowed on at.olliac the dead bolt automatcally fl:rrated when the handle engaoed the tenn: 120 2. When two or ince si9ns be insteiled at the re and where otherwiFe neoes'i.ary co C;1.?2 rdtt he egress. tUSC 23. Wherr twO 0r rwre- a or ace -eut:i-e e 7 - `4 ' ' ',.:1444e$AI4t44 • signs shall be illuminated. 24. Internally illuminated e0t .zigns shal bh won my at all ti tUPC 1003.2..4: 25. Exits shall be illuminated any time the build:nQ occupied with fight having an intenslt, of not Ie.7,2 th.az; foot candle at floor level. FHtures requtied for illumination shall be :',upplied from separate ' power for Croup I. DiViS 1.1 and 1.2 occupancie.t and ail other occupancies where the eiting secve: an occupant load of 100 o'r 1..velT 1003,2.p, 26. The power supply for means of e illumination shall normally he provided by the premises' e!ectrical In the event of it lumination be automatically provided from an emergency system for I. Divisions 1.1. and J.2 occupancies and for all other occupancies where the mean: of egress sytem serves an occupant load of 100 or mote. f.uch emerqency sys.tems shall be installed In accordance with the electriai code. 1003.9.2) 27. All e*.it signs shall be illuminated at all times,. ro ensure continued illumination for a duration of not lePs than 1 1/2 hours in case of ocimary power luss, the e.,Jt signs shall also be connected to an emergency electrioa; system provided from sto(age batteries. unit equipment or an on Site generator set. and the syitem ythall be ;nz.r..31!,„.0 in accordance with the electrical code. ivai: 23. Maintian sprinl.ler coverage per N.F.P.A. 13. Addition/relocation of walls. closets or Lartitions may require relocating and/or adding heads.. 29. sprinkle prote't 'o ha Pe e:'tended to 3i? areas vqhere required, including all enned areas. below onstructions and under overhangs greater than four feet 13-4-5.5.3.1) 30. All new sprinkler sy and all moditication to sprinkler systems shal have fire department review anj approval of drawings c%o to I 13t io o!' modif;,:ation. New sprinkler s and all modifi to sb,.irVler systems invOlviOQ more than 50 head: 'z'hall have the writ; approval of the W.S.R.8.. F:: :or Mutual. industr:al P.LFk Insurer s. l;.emper or any other 't:.priesentacie desi and/or recocgnized by th tv of 7ukwlf . c, to :ubmiti to the ruHeilla Fire Pceverti.m • - • sorinkler work shall 9:14Mte Withi2.Ut i1001.1 (City Ordinance #1 31. All sprinkler sys r Plans. anc contractors Material.=. and Test (ertifiates , k , 01!tted the Tukwila Fire Preventior: Bureau must be . n:embed witn the appropriate level of competency seal. (44 212-30 32. Maintain automatic fire dettor coveca9e Addition/relocation of walls. closets or partitic require relocating and/or add;r1 a..!tomat'c fire detectors. 33. Maintain :ure foot covecage cf detectors pe manufacturers specifications in all orees Lif:!ttdinQ: closets. elevator shafts. top b+f 72, 5-1.4.2) 34. All new fire alarm s or modiations to e systems shall have 4z% writn appccf :1 tfie TV411..1 Prevention Bureau, Ntl; wori, 1.11,311 comwnce wit;: flre department permit hal been obtainefl. 0:it% Ordinance #3900) (UFC :1001.3) 35. All electrical work and ecluiment shall •:. stretl the standards of The National Electfical iTode H 36. An aisle to and wori .F1).2111 electrical panel. An aisle widt less than 24 shall provide access to the vael and 39 space I te provided di; in - f"o:)t bf the L r‘i E C 110-16 10-16 ; ) 37. Each circuit breaPer shall be ledibl it's purpose. i'NEC 110-22) 38. Required fire resistive cons.t;:irctloil. includ'n occt.pact separations, area separ'atior 4 _01: ,Th location on propert fire resistive ,equieeme-,!:s t. type of construction, dr,ift '.ZtOLY bartiticns and -oof .hit11 be maintained as 3 pecifie..1 te Code and Fire Code ani shall be pfobel, cep.A7ce,i. or replaced when dama9ed. altered, 0! penetrated. removed or improperly installed. Wi 1111.1) 39. Toe ma mum flame spread class of finish - .;ateHals . Jsed on interior walls and ce:lin.as shaH not e...ceed t. set f: :t in Table No. 3-8 of rhti, Uniform 40. Your street addi must be conspicuou tIke. buildin9 and shall b p I I i treet. Numbers shal contast with their Ulf- 901.4.4) - 1 1. In order to proelle voo wit:.h the fa.:,te.:.t oolioe fe Protection under conditons, suite, room or ap :.ment number in a con. bla:e ie•r the main entry door. (UFC P01.4.4) 42. Fire Department look i o.e hall be brovided for ao to all fire alarm panels and sprinVler rht? appropriate ey(s) for af:' piaced the lockbox. Lock box order forw mulF,t be obtained f', the Tukwila Fire Department. (City Ordinn 41900 43. Contact the Tukwila Fire Prevention Eureau witne, 31: required inspections and tests. ,Ordinance #.1900 and #19011 34 •)i review limited to speculatife tenant pecial fire permits may be 7ecti...T.:sary dependin.) detaieo description of intended use. 45. Any overloOed ha:ardow. condition and:or v:%1:atier Cf thtl adopted Fire or Building Codes does not imuly apoo...31 , ef such condition or violation. 46 The plans were reviewed hy Inspector flO r you have 0.0 questions. please , :al! the Tukwila Fire Prevention 6:treao at 1206)575-4407. I hereby certify that I have read these eonditiens and w17! with them a outlined. All proviion:, of !at.; and ordinance: - ,4ove:ninQ this work will be complied with. whether ,Fbecifi.i he in or not. The granting of this permit does net pr to .)ive ,:iuthvir to , .iioiate or cancel the provlsions of any other wori or 12, regulating construction or the perfermance ef wu-i 'Lignature: Print Name: Zoe PAY' l ate Project Name/Tenant / / a f e 1 ) Value of Construction. QM Site Address: _.,l.�, City State/Zip:, e0 f '. C�1 �Yi /J ; D Tt/fE'ivi4 Tax Parcel Number: Will there be rack storage? ❑ yes ❑ no Propertywner:, L IZ EA �Q�� O Phone: 3/03 z�3o0 Fax #: ? D J / 327033 b Street Address: �� City State I o . :r , C 5V Contractor: Phone: Street Address: City State/Zip: Fax #: Ar h ect:, � `O 11‘40/.4,44. % 444 /.�1�xc Phone: 3J p 32:473 lib Street Adde; r� a W O/ i-q psi #1,4 a `, TrYa het . Fax # 3/o..7Z033b Phone: Engineer: Street Address: City State/Zip: Fax #: Contact Person: rielxr l_ ^ PhonegO 3.Z8 & 360 62 s ol ik ty# %'DS Ave dY • T( l6/'rih� CitySta9 Fax j es 32 d 33‘ Description of work to be done: i - 0 I i- •ti y.14.: r`_ - l` aec. c- Existing use: Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ■ SchooVCollege/University ❑ Other Proposed use: i■ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School/College/University ❑ Other Will there be a change of use? ❑ yes no If yos, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) 9e ,' 9 -7--- Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on se•arate 8 1/2 in the building? ❑ yes ❑ no X 11 •a indicatin• • uantities & Material Safet Data Sheets CITY OF T((WILA Permit Center ' 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage El Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 Date application expires: APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De •artmont FOR STAFF USE ONLY P,,,,act Number: Permit Number: ❑ Flood Control Zone ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: \ 1 o J ❑ Hauling n , i_ lJ tl 1 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ;;! 1 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. Appl'ation taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM Z ~ • w 6 O 0 CO 0 w J H w 0 gQ a w I- Z I.— w w 0 01 — wW 1-- u-O til Z = F- O z tj o r . 4.. ear 'um BUILDING OWNS OR AULTH-.O D ENT: 27 �. --� � Y� �"v Date: y// ?Ve5 Signature: Print name f 0•1(5 c ib qP/� _cent/ Phone: j2g 0300 Fax Fax #: 36320 of Address/ 2 ,73- 9 $ f � 91/e- V . /- City /State /Z r ex. ALL COMMERCIAL/M"ULTI -FA TENANT IMPROVEMENT /ALT: TION PERMIT APPLICATIONS MUS E SUBMITTED WITH THE FOLLOWING: 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 SUBMI D ❑ Complete Legal Description ❑ 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 : ❑ 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. 1;2( ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ 71 details ❑ ❑ 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 design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ 171 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 two (2) 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 201 Smith Tower, 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 has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 —70 4 - . 1 c h t * I t . t k - f r k o r k * * A k 4 1 A A k 4 1 t i * t 4 r A 1 4 k . t 't 1' t 1 kA 1 t tkk clly or TUKWILA. WA N*AkA44N Nvfober: Kylf.10 ;Arloorlt: :'!*, (t 1 PRvment Method: T:HE.71:4 i;Vii f Porn)t 001-i.20 ryqe: *EVELI)POL)J! Picrcel No: 2t,:.:3( flte Addreti: 11;01'14CE/41 '; MOLL lhIF 1'i4vment "* 2 CS., ' ICU! Prpti„: :.2.;t 84 qo gice ******/11i0**11AA**.Aifvt4 Rccoant Code 0%)(22.100 htni.D706 - 000/:";do.: 3rAfE dtJILCOW 20 171,i) Tffri-1 C11Y 01 1UKWILA. WA - 114AW)M14 *********************************************Ak )*********** INANSM11 Number: PC)100!)10 Amount: 477.!)9 04/?3/01 Payment Method: CHFCK Notation: FXPRESS PIi 1-4Mil Intl: 310 Permit No: 1)0)-1; type: DEVP1PM NVIIOPMIN! PUNM11 Parcel No: 262304-90? Site Address : 63 SOUIIILLNI/P MALI. Total Fewi: 1,?16.84 rh 19 Paymont total Ali Prot!): 7117.!)9 Balance: ************************k******kk*****k***Akk*k*******k*k***Ak*A Account Code Description Amount 06/34b.83U PLAN LUECK NONWFS 4//.!;q :1\ '24 7.1.() TOTAL •7 Pr ject: ) ?ZOO ' T e � H)q dress. .. S c: D ; e Dg led ii li ...t[/ L.j Special instructions: 4S..KAM Ft " tt NIA(.,. C c C - SS cjitR.tC � � . . u • ster: _ fl t.,U €., P lone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 R Approved per applicable codes. COMMENTS: Inspector: / $47. NSPECTION ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. uite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORr Retain a copy with permit Corrections required prior to approval. Date: Do( - (206)431-3670 PERMIT NO. -- 30- a Receipt No: Date: COMMENT Type of I e on: it dress: Li_ �� • 1� 1� :,7",---/---e- � ,lam' ..� l / �4 -- ei-- / s e....•/7, ( e. C .r e-. ! Y, : ) C /A'), . C / e .i "! { 71 Date wanted; p a 4(9e € t..."s-i /0 y.4© 6;54-/ A ? . i ."-2l c r - ..� 4% ` �?eL.Tzi , C 4J:7 4�. f J _ --. . , -i erle'/ 7 Pr ct: l Z C0k S Type of I e on: it dress: Li_ �� • 1� 1� Date cal ed: 1,1'1310 1 Special instructions: Date wanted; p a Req ter: a.-A hones ch. i - 1 4-! or INSPECTION NO. INSPECTION RECOk Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: PERMIT NO. (206)431 -30 Cbrr c1ibns 4) lfjf;d p idr`t5 a Dat $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: . Type of Ins ection: at Address: ° -: `., Date ca ed: Special instructions: Date wante • ........ Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIyISION 6300 Southcenter Blvd, #100, Tul*WWA 98188 COMMENTS: Inspector: EI $47.00 REINSPECT at 6300 Southcent Receipt No: INSPECTION RECOO Retain a copy with permit Date: PERMIT NO. (206)431-3670 Ej Approved per applicable codes. Corrections required prior to approval. 54 4/4,47 dbe b Date: g 4••••••• .1719/1 FEE R QUIRED. Prior to inspection, fee must be paid Ivd., Suite 100. Call to schedule reinspection. 4- 3 49 41, at,--1 A )949a0V COMMENT Type of spec tio fi i I • Addr ss: W O 4, ‘ A.P L .A.-/ 1 .1-idf ..4,1-, Date called: Special instructions: ,.-.9 P-e Date wanted: r :Pe:- I7 = � p.m. Requeste • ..1?)& - (.246- r /54 4i. -,u t 1,... -I l r '7A., / • / Co M t i 2-i' x ♦ 4 P e NdZ DO V6 Type of spec tio fi i I • Addr ss: _ Date called: Special instructions: Date wanted: r :Pe:- I7 = � p.m. Requeste • ..1?)& - (.246- r /54 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECJION RECO Retain a copy with permit Po(-. iao PERMIT NO. (206)431 -3670 J Approved per applicable codes. Corrections required prior to approval. Date: fr0479/ [] $47.00 REINSPECTION E REQUIIED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: Date: Pr 'ect: ZooKC Type of Inspection: r-74)- t dress S •C.. ti ( Date ailed: v Special instructions: frQQ 1 e ' �� Date wanted: I� ems/ , , p.m. Requester. Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ID $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: INSPECTION RECO Retain a copy with per PERMIT NO. -v Ca e _L I (206)431 -3670 yoY Project• (a i) 7 _ 1 1'3 Type of Inspection: G�'C 7e S 7Y 1.- Add ss: G 2 s d (if' A /76 'el h4 Pate called: /7 c i — c / Special instructions: !f'2 PT 60) - , j /Or>9 t• r" `17‘1 '5' /'° Date wanted: 9, '30 a.m Requester: . Phone: - 7© L, 2 �.'k i ? / -4 /�C 3 - 6 O e� INSPECTION NO. INSPECTION RECOIL Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Date: 0 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION REQUIR . Prior to inspection, fee must be paid at 6300 Southcenter BIv , Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ject: pt Kid Zr( Type of Inspection: -r r . t. , I l� r,rr.cC Address: Date called: Special instructions: Date yvante : a.m. " � /C ,/'_' Requester: -- -..- Pone: C (r. — — '/ INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 `Approved per applicable codes. f Corrections required prior to approval. COMMENTS: t') C- F . r�-,,, 1 tj..? ;x< )< ENt -- Z PERMIT NO. (206)431 -3670 Inspector: ! Date: L"... 1 1,... ' ,,, , �,1 '7 - 2 7- . 1 CTION FEE REQUIRED. Prior to inspection, fee must be paid 17.00 REINS it 6300 Southcenter Blvd., Suite 1ti0. Call to schedule reinspection. Receipt No: ' Date: Project: i T pe of Inspection: r( Y'( Address: �, 6to :c. /Or /Or /) Date called: ' -- '/2 ' =, L Special instructions: Date anted: , cS Requester: Phone: l [ t r - t- I lr — I c ` INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION '\ 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sint(' i re INA hi Ocr i l ec) it' Arc � 1t-Ve r c ` rd & r( t \i 4 c 4 s eA • ?TO U 6 ` e -c I v\bi t1-- C n )P Inspector. Date: 7 ) n $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: Type of Inspection: 1 -_ I ct r,-, t \`� 0. • ', l''' Pit (' Special instructions: Date w ted: / 1 -� 2 (` a m \?' Requester: - ( 4 wr IVY Phone: 2. S rt \k fr 01 pert) Ja. V A , 1 0 C C Pfnject: . Ct r cc Kf: Type of Inspection: 1 -_ I ct r,-, t \`� 6Eldress: ; , S10 91 ._.- C, )_ { Ct t \ Date call d: —1 /1 1 I c 1 Special instructions: Date w ted: / 1 -� 2 (` a m \?' Requester: Phone: 0 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO, INSPECTION RECO Retain a copy with permit PERMIT NO. (106)431- 367014 Approved per applicable codes. Corrections required prior to approval. Inspector: (- Date: - 2-0- $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: P oject: ( e't A Z r(s.) [ �/ ` L, Type of Inspection: ��-3 —" . t ��. t=t d 1 1,-.)C%" '" C t Address: 7 � ,� Date ailed: Spe instructions: 5pe cl a ' f i Date anted: 7 i - 7/ r 1 p.m. Repogster: ect t.+ v1Q E'_ Phone: G — r- Li 1 J 02 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Pr INSPECTION NO. A pproved per applicable codes. Inspector: INSPECTION RECO Retain a copy with per EX.1 - 10 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 r &OW ) or rooms (' v>risA CkO;' ; tt i' w, S a vac 5 c ■ 4=4 k C I (4VO1i I S l k Date: -1-1-1- 0) $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type oflnspection: r(4- vvl t n T 01 - . ., mar ' iVi U3c.AU -4' i I '. 40a c Reg ter: Phone: I t / - Z 6 ? tr r ) ‹, 3 to v' e `fl ook-- • 4 • C° C k e c C< (1 /4, 9 1 eProviil.e tv■Ljpvt -eer .c c.4?5\ ji Lt.., , ✓ "T CA‘,...‘ I : .,.. Pr.' •c t: 1 2 . c) Type oflnspection: r(4- vvl t n T . • ress- 3 c Uate. Id: G Special instructions: Date w ted: a.m. i 2 / f) I P•rn J Reg ter: Phone: I t / - Z Ol INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206)431 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. D Corrections required prior to approval. Inspector: vi A ( f` Date: El $47.00 REINSPECTION FIE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECO Retain a copy with per r s— )g. O Project Name Address Retain current inspection schedule > Needs shift inspection 7 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM city of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM •■ -_ ^i I Suite # , . Permit No./- Thomas P. Keefe, Fire Chief Date T.F.D. Form F.P. 85 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 COPIES DATE DESCRIPTION 1 5/31 8 1 /2 X 11 W/ REVISION ADDITION OF VERTICAL MULLION 08/27/2001 12:59 9729802914_ ROA PAGE 01 • DATE: TO: dowolum MEINHARDT &QUINTANA ARCHITECTS, INC. 3UhLDlNG DEPARTMENT FAX TRANMITTAL 8 -27 -01 DAVE LARSON CITY OF TUKWILA BUILDING DEPT. (2o) 4.31 3 (o (05 JOB: GADZOOKS, SOUTH CENTER MALL JOB NO.: 2001 - 302 NUMBER OF SHEETS INCLUDING COVER I IF NOT COMPLETELY RECEIVED PLEASE CALL 972 -233 3718 14900 LANDMARK 800. SUITE 64D DALLAS TEXAS 75240 ADDITIONAL INFORMATION. FROM: BOB QUINTANA (972) 233 -2718 COMMENTS: HELLO DAVE, PER OUR CONVERSATION TODAY I HAVE REVISED OUR STORE FRONT DRAWINGS TO REFLECT THE ADDITION OF A 1 3/4" X 1 3/4" ALUMINUM MULLION. THIS ADDITION WILL PROVIDE THE HORIZONTAL SUPPORT NECESSARY. OUR CONTRACTOR IS INSTRUCTED TO PROCEED WITH THIS SOLUTION. PLEASE CONTACT ME AT 214 -616 8980 SHOULD YOU REQUIRE ANY THANK YOU, 08/27/2001 12:59 9729802914 LINES OF Ct:RTAIN WALL ABv. DISPLAY PANELS ! I �.., EXISTING P I$(NG 1:14:1. k (1) - -- -r•l ( .0. II I I I G'P. ED. FAINT RQA PAGE 02 '/2' TEMP. GLASS (E- -LEASE LINE vIETA i&..L 3A5: RECEIVED AUG 2$ 2001 BUILDING DEPARTMENT / 0 / - CLEAR ANODIZED ALU"IIA'UM / / MILL FINISH ,���� 3/8' BLACK REVEAL EXISTING NEUTRAL PIER I I I NON LOCKING 1 I � DUST PROOF 1 , STRIKES I I I I r rl 1 I r I i 1 ►, r ►, STOREFRONT PLAN 3 /.�' s I .m. MULLION REVISION FOR GADZOOKS 302 SOUTH CENTER MALL Jam' IMP AMM =MP & ASSOCIATES, INC. July I I , 2001 Donnie Lansdell AVANT -GARDE CONTRACTORS, INC. 1308 DEAN STREET, SUITE 200 Rome, GA 30131 RE: Final Letter Regarding Gadzooks Southcenter Mall Tukwila, Washington Dear Mr. Lansdell: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Structural Steel To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES. INC. William B. Throne Regioanl Manager Pacific Northwest Region W BT\DA \pc CC CITY OF TUKWILA GEOTECIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED AUG 2 ?. [ 1001 DEVELOPMENT Dean Principal Engineer R.P.E. #30508 With Ten Offices Serving The Western United States Project No. 066-01149 Permit No. D0i -120 G IST Td3 i P.) � " k »! A L E� Wire 1 5/I L/2d0%-f 1501 - 15i Street NW Suite 106 • Auburn. WA 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 01149 tinai- Gadzuuks.0uc WELL IG INSPECTION 0:11Krazan & Associates, Inc. REPORT NO.: 2 5 6 0 GP.M:(,Ittsif.A1 Eti(;:tiEF.piric • Eri /co prodq•I ENGIN' t PIN( cr;trapor,riorr TE`Mtlf: Art:: 1NSPEr.t It i DATE. /‘ Alto- .2.000i PROJECT #: 066'0/ PROJECT: 640 24/CYC-5 LOCATION: .542,40 /ma- KRAZAN PROJECT MANAGER: 0 STEEL SHOP WELDING dr V.T. MATERIAL ID U.T. M.T. PT. item(s) inspected: _ Mee /c 4 0 0 4 -- A,)6 - 7 - ze77 0 00 t ,c-e,54,414 c 1 _ 4.5 _ ___Povaz) if„701 Li'V c3", Location Welder qualification/certification verified for: _....57,4040L) ___ZI—RAW)___)___4 — - -_-_-4067f/ --2--- -418----E _ano t ___ elea... gare45_._■wz,_einsivvet2 _ Position: FLAT C VERP1.7A HORIZONTALHEA Filler Metal: _ iriocess: SMAW GMAW SAW — Other: -Weld Type: P.P. PLUG ?c Other: .s41,40frze. _ 46'4477 _ --- - -- - --- - --- - --- rli--vreld Size cTa 5/16" 318 .. Other: -eodes: AWS P4, TITLE 21 TITLE 24 UBC ASME C.P. 1/4" AISC 215 West Dakota -ivenue. Clovis, Ca 93612 4231 Foster Ave.. Bakersfield, C4 9330$ 1025 Lone Palm Ave. -18G, Modesto. C4 95351 545 Parrott Sr., San Jose, CA 95112 1.'3 Commerce Circle. Sacramento. CA 95815 • 1 559.) 348-2200 • i6611 633-2200 • ,2291 572-2200 • 1 4C$) 271.2200 • , 6) 564.2200 CONTRACTOR: 40 — PERMIT NO: 47 l aC ) INSPECTOR: .5, A* JURISDICTION: C 7u/eta z WEATHER: AULA29/4.5 226 N. mum Ste. 4. Corona. CA 9288 1501 15th Street NW, 4'106, 4uburn, WA 98002 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Wootiiimiire, WA 98072 TEMP: NOTES LI DISCREPANCIES a % COMPLETE ._let,AeZ42,5 _Av C&J dootervleAL e" .44413_4214: a0 __Al‘4.12/6)G .52R4tazligolZ- 496'77Pecs" • (9091 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485.5519 To the best of my knowledge, the abrWAS / WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. SuperintendenURepresentative: Technician: May 8, 2001 City of Tukwila Department of Community Development Building Division 6300 Southcenter Blvd, #100 Tukwila, Washington 98188 Dear Sir, Sincerely, Oteft Robert Quintana Re: Correction Letter 41 Development Permit Application Number D01 -120 Gadzooks 862 Southcenter Mall 3. Refer to Revised Storefront sections sheets number 5 and 6. CORRECTION 1 �- 12.0 In response to your comments dated May 3, 2001, we are providing the following information. CITY of TOKVitt kppR(1vf juN 12 2i • t om -~ ,= .r.. +» ( ,.{� • • • 1. Gadzooks locks the entry doors in the open position during business hours. The doors will not be active; therefore the door swing should not be an issue for egress. This "Open Concept" is similar to rolling grilles at stores. 2. The door hardware with a thumbturn on the inside and keyed access from outside will never be operational during business hours for the same reason as item number one. 4. The Volkswagen is a fiberglass replica and has very little weight. The fiberglass is screwed from behind where attached at the back wall. The screws are #6 self - tapping screws at 12" o.c. into wall studs. 5. We have provided revised energy forms responding to you concerns. Please accept this response and revisions for our store drawing review. Thank you for your cooperation with this matter. JUN -01 -2001 11:41AM FROM -DPCE dp Don Penn Consulting. Engineer 3950 Highway 360, Suite 101 Grapevine, Texas 76051 817- 410 -2858 (Metro) 817 -251 -8411 (Fax) May 15, 2001 RE: Gadzooks -South Center Mall- Tukwila, Wa. Application #D01 -120 Mr. Benedicto In response to your comments dated May 10, 2001 we have made the following revisions to the plans: Plan Review Comment 2) Please refer to the Light Fixture Schedule for updated lamps/fixture and lamp wattages. Please refer to the notes for call out of #1 for the use of electronic ballast. Also, we have included the non - lensed designation under the Lamp Size column. We are using the Prescriptive Method of compliance. At least 95% of the fixtures in the space meet all four criteria. Thank you, Don Penn, P.B. Don Penn Consulting Engineer DJP/keh Electrical • Specialty Lighting • Mechanical • Energy Systems 817 2518411 T -816 P.002 F -734 Project Info Project Address south Canter Wall Date 4/11/01 Tukwila. Wa. For Building Department Use Applicant Name: Don Penn, PE ApplicantAddress: 3950 Hwy 360 suite 101 Grapevine, Tx. 76051 Applicant Phone: 817- 410 -4858 JUN -01 -2001 11:42AM FROM -DPCE Envelope Summary Climate Zone 1 ENV -SUM 1997 WesPnglan state Nonresidential Energy Code Compliance Fors 817 2518411 T -816 P.003/009 F -734 First Edition -A/m.1998 Building Permit Plans Checklist ENV -CHK 1897 Washkgtat Slate Nonresidential Energy Code Compliance Forts first Edition, June 1598 Project Address South Center Mall 'Date 4/11/01 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Sco•e Unconditioned s• :ces identified on • ans it allowed yes 1302 Space heat type: Electric resiatanc if 'Other, indicate on plans that electric resistance heat is not allowed KZ-2 n.a. 1310.2 Semi - heated spaces Seml- healed spaces identified on plans if allowed Insulation n.a. 1311.1 Insul. installation Indicate densities and clearances ' ye■ 1311.2 Roof /ceiling instil. Indicate R -valuo on roof sections for attics and other roofs; Indicate clearances for attic Insulation; Indicate baffles if save vents installed; Indicate face stapling of faced batts n.a. 1311.3 Wall insulation Indicate R -valuo on wall sections; Indicate face wiping of faced bans; indicate above grade exterior Insulation Is protected; Indicate tome-till core Insulation for masonry watts as necess; Indicate heat capacity of masonry walls V masonry option Is used or if credit taken in ENVSTD; n.a. 1311.4 Floor insulation Indicate R.value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.C.; Indicate that insulation does not block airflow through foundation vents yes 1311.5 Slab-on -grade floor Indicate R•value on wall section or foundation detail; Indicate stab insulation extends down vertically 24' from top; Indicate above grade exterior Insulation is protected 0.4. 1311 6 Radiant floor Indicate R -valuo on wall section or foundation detail; Indicate slab insulation extends down vertically 3E" from the top; Indicate above grade exterior Insulation Is protected; Indicate Insulation also under entire slab where rogd. by Official n.•. 1312 Glazing and doors Provide calculation of glazing area (inducting both vertical vertical and overhead) as percent of gross wall area n. a. 1312.1 U- factors Indite glazing and door U- factors on aiming and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values aro default then specify frame type, glazing layers, gapwidth, tow-e coat I, a as fill' s . n.a. 1312.2 SHGC b SC Indicate glazing solar heat gain coefficient or shading coeffdent on glazing schedule (provide ama- weighted calculations as necessa 1313 Moisture control n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side ' n.a. 1313.2 RooUceling vap.rot. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section R. a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section ' 0.4. 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage n.a. n.a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Indcate weatherstripping n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTNE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) you Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary JUN -01 -2001 11:42AM FROM -DPCE If "no" Is shown for any question, provide explanation: 817 2518411 T -816 P.004/009 F -T34 Space Heat Type O Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade wails maybe Included In the Groin Exterior Wan Area if they are insulated to the level required for opaque wails. Total Glazing Area Electronic version: those values are automatically taken from ENV -UA-1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing X 100 = Coneret 880 O tiOn /Masonry 9'•i p yes Check here If using this option and it protect moats an requirements for the Concrete/Masonry Option. See Decision Flawchan (over) for qualifications. Enter requirements tor each qualifying O assembly below. Project Info Project Address South Center Wall Date 4/11/01 Tukwila, Ne. For Building Department Use Applicant Name: Don Penn, PE Applicant Address: 3950 Hwy 360 Suite 101 Grapevine, Tx. 76051 Applicant Phone: 017- 410 -1959 JUN -01 -2001 11:42AM FROM -DPCE Envelope Summary Climate Zone 1 ENV -SUM 1997 Wesetneton State Nonresidential Energy Code Compliance Forms [Project Description Compliance Option Envelope Requirements (enter values as applicable) Fully heated/cooled space Roofs Over Attic All Other Roofs Opaque Walls Below Grade Wells Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Semi - heated space' Roofs Over Semi- Heated Spaces' ❑ New Building ❑ Addition Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) Minimum Insulation R- values 0.1 Maximum U- factors Maximum SHGC (or SC) Vertical/Overhead Glazing I Minimum Insulation R- values 'Refer to Section 1310 for qualifications and requirements Notes: 817 2518411 0 Alteration ❑ Change of Use T -816 P.005/009 F -734 (� ENVSTD ❑ Systems Analysis Opaque Concrete/Masonry Wall Requirements insulation on interior - maximum U- factor Is 0.19 Insulation on exterior or integral - maximum U- factor Is 0.25 It project qualifies for Concrete/Masonry Option, list walls with HC z 9.0 Btu /ft" F below (other walls must meet Opaque Wail requirements). Use descriptions and values from Table 20 -5b In the Code. Wall Description (including insulation R -value & position) First Edition. June 1998 U- factor J Lighting Permit Plans Checklist LTG -CHK 1997 WashIngbn State NoyeslderUial Energy Code Compliance Forms First Edam • June. 1998 Project Address south Center mail Date 4/11/01 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.) l Code Section 'Component 'Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yea 1513.1 Local control/access Schedule 1nith type, Indicate locations E -1 1513.2 Area controls Maximum limit per switch n.a. ' 1513.3 Daylight zone control Schedule with type and features. indicate locations n.a. vertical glazing Indicate vertical glazing on plans n. a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 15� 13.6.1 Inter. auto shut -off (a) occup. sensors Indicate location Schedule with type and locations n.a. p. a. 1513.8.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans y li Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture yea I Elec motor efficiency I MECH•MOT or Equipment Schedule with hp, rpm, efficiency ME2 JUN -01 -2001 11:43AM FROM-DPCE If "no" Is circled for any question, provide explanation: 817 2518411 T -816 P.006 /009 F -734 Project Info Project Address South Center Mall Date 5/15/01 Tukwila, We. For Building Department Use Applicant Name: Don Penn, PE Applicant Address: 3950 Hwy 360 Suite 101 Grapevine, Tx. 76051 Applicant Phone: 817 -410 -2858 Location (floor /room no.) v _ Occupancy Description Allowed Watts per ft Area In ft Allowed x Area W Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Sales A' Plour.- exempt per Qualification Checklist 12,3,4 39 Sales C' Plour.- exempt per Qualification Checklist 1,2,3,4 28 Toilet Type 'P' Incand. Light - exempt Prescriptive 1 Stook 0' Plour.- exempt per Qualification Checklist 01,2,3,4 5 Stock H' Flour.- exempt per Qualification Checklist 01,2,3,4 2 Sales Type 'J' Incand. Track Lights- Prescriptive 7 Sales X' Plour.exempt per Qualification Checklist 11,2,3,4 4 Sales Type 'L' Incand. Track Light - Prescriptive 28 Sales Type 'H' Incand. Down Light - Prescriptive 3 Pitting N' Plour.- exempt per Qualification Checklist 11,2,3,4 1 Pitting Type 'P' Incand. Down Light - Prescriptive 2 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts Allowed Watts Area in ft Allowed Watts Location Description per ft or per if (or If for perimeter) x ft (or x If) Covered Parking 0.2 Wift Open Parking 0.2 W/ft Outdoor Areas 0.2 W /tt Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts JUN-01 -2001 11:43AM FROM -DPCE Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Cenv Glance Forms Alteration Exceptions (chock appropriate box) Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) be used. No changes are being made to the lighting Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior 817 2518411 T -816 P.007 /009 F -734 ❑ Less than 80% of the fixtures are new, and installed lighting wattage Is not being increased First Ed6on - Jura, 1998 `Project Description J ❑ New Building ❑ Addition 0 Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed atts ballasts only, me default table in the NKtt3 th I ethnical Keteren rvianuai may aiso Use mtgr listed maximum input wattage. Of fixture with here -wlree oaiiasts only, the default table in the NREC Technical Reference Manual may also be used. Allowed Watts Area in ft Allowed Watts Location Description per ft or per if (or If for perimeter) x ft (or x If) Covered Parking 0.2 Wift Open Parking 0.2 W/ft Outdoor Areas 0.2 W /tt Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts JUN-01 -2001 11:43AM FROM -DPCE Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Cenv Glance Forms Alteration Exceptions (chock appropriate box) Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) be used. No changes are being made to the lighting Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior 817 2518411 T -816 P.007 /009 F -734 ❑ Less than 80% of the fixtures are new, and installed lighting wattage Is not being increased First Ed6on - Jura, 1998 `Project Description J ❑ New Building ❑ Addition 0 Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed atts ballasts only, me default table in the NKtt3 th I ethnical Keteren rvianuai may aiso Use mtgr listed maximum input wattage. Of fixture with here -wlree oaiiasts only, the default table in the NREC Technical Reference Manual may also be used. JUN-01 -2001 11:43AM FROM -DPCE Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Cenv Glance Forms Alteration Exceptions (chock appropriate box) Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) be used. No changes are being made to the lighting Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior 817 2518411 T -816 P.007 /009 F -734 ❑ Less than 80% of the fixtures are new, and installed lighting wattage Is not being increased First Ed6on - Jura, 1998 `Project Description J ❑ New Building ❑ Addition 0 Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed atts ballasts only, me default table in the NKtt3 th I ethnical Keteren rvianuai may aiso Use mtgr listed maximum input wattage. Of fixture with here -wlree oaiiasts only, the default table in the NREC Technical Reference Manual may also be used. JUN -01 -2001 11:43AM FROM -DPCE 817 2518411 Location Fixture Description Number of Fixtures Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Watts Proposed T -816 P.008/009 F -734 Use' LPA' (Wife) Use' Ponce and fire stations LPA' (' (ft') 1.2 Paining, welding, carpentry, machine shops 2.3 Barber shops, beau shops 2 Atria (atriums 1 Hotel banqueUcanferencerexhibitlon hat'.` 2 Assembly spaces ° , auditoriums gymnasia ° , theaters 1 Laboratories 2 Process plants I Aircraft repair hangers 1.5 Restaurantslbars' 1 Cafeterias, fast food estabishments 1.5 Rdail A 1 Factories, workshops, handing xeas 1.5 Retail B' Retail bankin• 1.5 Gas stations, auto repair strops 1.5 Locker andltr shower fadttiess 0.8 - Institutions 1.5 Warehouses" store!: as 0.5 Utxaries' 1.5 Aircraft sbrage hangars Parking garages 0.4 s.. into, 1332 Nursh s hones _ 1.5 Wholesale stores (pallet rack shelving) 1.5 Mal concourses 1.4 Plans Submitted for Common Areas Only' Schools bUkiings, achod cbsareoms, daycare canters 1.35 Common area. carrklars, lobbies (except mail concourse) 0.8 Laundries 1.3 Tdlet facilities and washrooms 0.8 Office buildings, offk;eradmbniatralhe artms in faclUes of other use types (including but not funited to schools, hospitals, institutions, museums. banks, churchose 1.2 Prescriptive Spaces Occupancy. 0 Warehouses, storage areas or aircraft storage hangers 0 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: L 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-6, T -8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts JUN -01 -2001 11:44AM FROM-DPCE 1997 Washington State Nonresidential Energy Code Compliance Forms Footnotes for Table 15-1 817 2518411 T -816 P.009/009 F -734 Lighting Summary (sack) LTG-SUM Flat Edition - June. 1995 Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance 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 maybe increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling 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 fur usable office floor area and 0.80 watts pa square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. 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 Powcr Allowance 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 arc 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 arc 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, for 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. VW—S1RUC I 14 GA. WIRE TIES 3•.�' EA. WAY 3/4' = 1'-0' 1A. MIL- RECEIVED AUG 17 2001 BUILDING DEPARTMENT 14 GA. WIRE TIES 3*-0' E4. WAY x 20 GA. FL. ANGLE ATTACI-IED TO 1 Q 3 OL. VARIES FURR DN. FRAMING AT VW NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 6 co ›- Q) LIN X F. KENN BUM tuata. Butts Kenneth L. Architect 124 STAGECOACH ROAD BELL CANYON. CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 ( 1 1P-S1RUCT 14 GA. [[RE TIES — 14 GA WIRE TIES —1 3 EA. WAY 3/4' = 1 6' 20 GA JSTS Q16 DC. 3 EA. WAY RECEIVED AUG 17 2001 BCPLDING DEPARTMENT 1-1/2' x 1-1)2' 20 GA. SM. ANGLE ATTAC14ED TO MIL. 04414NEL e 3'-0 O.C. 24A.MTL. STUDS 40 16' O.C. I I 1 I I I NETH L. *now FURR DN. FRAMING AT TEE-PEE - ... 1 - - . : .t. ,, t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - - I -WALL KENN BUM Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON. CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 SA. AtT[3 E ATTACHED TO MIL 04A 0 3••0' OZ. N Gil SIRE TE5 TO .1515 OR 24' AFF. MAX OTP Ero. . PANt t GTP.60. PAINT CUTLET FOR Mat TCR ■ 3.314 CA .MI. .1511S 4.VOL. 4.4r h7 OA. STEEL TCLiIC Ot O SPlat41 ID(4a5 etc 064 ML Ct t L pato 144S Slb• MOS 11b 0,;. TYP: 7C' GYP. ea TO DUX AeObF SEALED now. COMM CF Pn • kr.5 3:P A.FF. GYP. e¢, FAMT --- > NM!. li i —,,, LNEOF 61P. 60. 6arct LI PA`JEL ^ • r 50'0.0 E 7T i P Q L S>�L :SOT BE A:Dome MAUI ti4L1. S4}E CF Ti.E LEASE LDS Y.' {r_ :3) 6 YP. 50 PAM FURR DN. FRAMING AT ENTRY Y4 • r .a r. wren - +VC t RECEIVED Hilt: 17 2001 BUILDING DEPARTMENT Y 4O -. •DIStie 3,nix t 31' 4_I RF ac D • ,F ING7Q ft NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. KENN Qa ao�o�a Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON. CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 14 GA WIRE TIE5 3%0' EA. WAY 3 5/8.' 20 GAIIIL J5T5 0 36' 0–. 3/4't 4 I 11 14 GA WIRE TIES e EA. WAY RECEIVED /W3 17 2001 BUILDING DEPARTMENT I-1/2' x I-1/2' 20 GA STL. ANGLE ATTACI-ED TO MIL. CI-1AMEL e 3'-0' C.C. — C •A- tilL D5 e 16' O.G VARIES 0_ a FURR DN. FRAMING AT CASHWRAP NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. --WALL Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 Sent By: Seller Corstruc-.on Co.,,Inc.; 206 726 8512; ANDERSEN BJORNSTAD KANE JACOBS, INC. Consulting Civil and Su—Laura! Engineers 300 Fifth Avenue Suite 3800 Seattle. Washington 98104 - 3103 Tel 206 340 2255 Fax: 206.340.2266 E -mail. AlanJ;aabki corn FACSIMILE TRANSMITTAL To: PAWNEE HALLBURTON FAX NUMBER: (206) 248.5154 FIRM: AVANT -GARDE CONTRACTORS. INC. JOB NAVE SCUTHCENTERMlALL — GADZOOKS FROM: ALAN JOHNSON al, JOB NUMBER. 01113 00 DATE AUGUST 17, 2001 NUMBER OF PAGES (INCLLCING THIS DACE): 4 ❑ HARC COPY WILL NOT BE SENT E HARD COPY WILL 3E SENT Pawnee- Thanks, Alan COPIES TO: PLEASE CAU. 206.340.2255 IF - RANSMi33ION IS INCOM°LETE OR ILLEGIBLE 40; - ". ‘ 1 14Uoie " Aug - 17.01 3:51FM; Page 1 Attached is a revised copy of the e ooftop mechanical frame information. It is acceptable that the deck is screwed only along the south edge of the angle frame. At the north side of the frame there is a steel channel on top of the steel deck that sandwiches the steel deck between angle frame below the deck and the steel channel. RECt:1VED 1 ! 2001 BUILDING DEPARTMENT Etkuil Sent By: Se llen Co ^struc:_o- Co., Inc.; 206 726 8512; ANDERSEN BJORNSTAD KANE 1. JBS • INC. Consulting Civil and Structural Engineers StATTLU WASHINGTON AGtgeabkl.com PPC;JECT. SUBJECT: .7 14Costi: Mcdssi Aug -17 -01 3:51FM; l DA r& L 1 Pt-A- )1)1 I.)_cY Page 2 U. / 1fo l ` DATE 01/11/0 CJ SHEETS 5 le's- A B ©i ( A' 1,Y3 tegtoKJ abola 5cket k pri (0 61.4; " / S►CS -L For1)l4ll EXP (RES /tl' SO R Cf VED 17 2001 SUILUINU DEPARTMENT Sent By: Sellen Construction Co., Inc.; 206 726 8512; ANDERSEN BJORNSTAD KANE JACOBS, INC. DATE: July 19, 2001 8/ I 1-10 I TO: Pawnee Haliiburton Avant-Garde Contractors, Inc. FROM: Alan C. Johnson, P.E. CLZ RE: Southcenter Mall - Tukwila, Was mgton Gadzooks, Tenant Space E-540 Roof Top Mechanical Unit One 1400-pound mechanical unit on the existing roof structure is allowed as shown on attached drawing SKS-1. The unit is located just south of grid R between grids 38 and 39. Fasten L3x3x5/16 as shown on attached drawing SKS-2. Moose rvOet Oho frOlimuirtn• MEMORANDUM - 3)C) - OC) Aug-17-01 3:51PM; Page 3/4 A B RECEIVED AUG 17 2001 BUILDING DEPARTMENT ',11,A ;: ' SENT SY: SELL N AMAZON.COM; ANDERSEN MORNS KANE JACOBS • INC. Consulting Civil and Saructiral Engineers SEATTL[. WASsii■scrrasi ABK1labkl.com t,ZYtri JY16 x 0- I •L [�a t.bks J v1)l' Ilt 31 208 728 8512; AUG -17 -01 16:40; l� +' f I b 41 e t()1016 L 3Y3 • .. ,, ... . . .....4 r i bow To 1 t) W t b 4-1 L. • ra t} �'�� G�c w /411pds.crm's eft, o o CrInft . vrJr oslo RAJ PAGE 1 / 1 4 II y A) 1, © p--re._ L-37(.3 / J D WI e y *)f Q C 1 16 s J+9137 RECF, s� f Ssl AUG 17 2001 BUIL0 NG 0EPARTMEN7 AJG-13-2001 13: FROM: MECHANICAL SYSTEMS 2538541294 TO:42E 672 E624 IN3IALLHI/d30 oNtaitne 100Z L ony Ci3A133318 P.202 istmotveat. 0 Ey o • - ; M m 1 : • o o c c m m to to Th. ff Om Ira mu) D O) O 0 C AJG 13-2001 11:02 FZOM:MECHANICAL SYSTEMS 2538541294 I TO:425 672 0624 P.002.'002 , WRIM tig.P.:tsAP'.1 RECEIVED AUO 17 2001 BUILDING DEPARTMENT r /eweio 11: ei AOC. World leader in Ban 7Jmolog f Product Information Firepel " Polyester Resin for Fire Retardant Applications TYPICAL LIQUID RESIN PRCPERTIRS• Viscosity (a77 (/25 °C,RVFBrookfield Spindle 42 <u) 20 rpm, cps. Thix Index (6/60 rpm) Specific Gravity L77 °/25' Non- Volatiles,' % Catalyst, 1.25% MEKP, minutes GelTime,minutes Gel to Peak, minutes Peal: Lxotherm, °F. Tensile Strength, PSI/MPa Tensile Modulus. PSVCPa Tensile Elongation, % Flexural Strength. PSI/MPa Flexural Modulus, PSI /GPa Heat Distortion Temperature, °F/ °C (x1264 psi Basco! Hardness ' Pun cured Flame Spread Smolie Developed 25 4in HLr't•1H UWCNS LUKN1NU -, 1q1 r=neri Nominal Test Method 550 2.0 129 66 13 9 344.173 10.700/73.8 580.000/4.0 15.400'106 590,000/4.1 RECEIVED AliC) -- 9 2001 BUILDING DEPARTMENT TVPICLL CURING PROPERTIES' at Fireper K13O- PTA.15 (1) see back page ?YPICAL CAST MECHANICAL PROPERTIES" (2) see back page ASTM D -638 ASTM D -638 ASTM D -638 ASTM D -790 ASTM D -790 194/90 A STM T) -648 45 ASTM D -2583 ` Typical properties are not to be construed as specifications. Class M7.05 V227.0S W -04.01 N378.01 U-) 16.01 G-116.01 G-1 16.01 Laminate Construction 2 plies of 2.0 ounce per square foot (600 grams per square meter) fiberglass chopped strand mat Fiberglass content - 30% FLAMMABILITV PROPERTIES. (ASTh1: E•84 TUNNEL TEST) " rvu, or�i rWV,J / uua FirepelTMKI 30 -PTA Series Polyester Resin DESCRIPTION Firepel'" K I 30-PTA Series is a promoted, thixotropic polyester resin, designed for fire resistant applications. Flammability of composite parts is dependent on the ge- ometry nr the part. degree of cure, rein• forcem ent content. types of re i n forcem em, etc.,and it is the end user's responsibility to ensure that finished parts meet the required specifications. Published flam- mability properties should be used fur comparison purposes only. A typical prod- uct in this series is VipcITM K I 30-PTA- IS. FEATURES • Class I fire and smoke • Low monomer content • Ftut wet out BENEFITS Adaptability I'hc F irepel"' K I 30-PTA Series molecular architecture provides an excellent balance of lire retardant physical properties and cult. 07/20/00 11:23 FirepeITM 1(1.30-PTA Series Polyester Resin PERFORMANCE GUIDELINES A. Keep full strength catalyst levels between 1.25 % - 2.11% of the total resin weight. B. Maintaining shop temperatures between 65°I:/ 1ST and 90 °Fi32°Cand humidity between 40' /e and 90 will help the fabricator make a high quality pan. Consistent shop conditions contribute to consistent gel times. STORAGE STABILITY Resins are stable for three months from date of production when stored in the original containers away from sunlight at no more than 70 °F.2 1 `C . After extended storage. some drift may occur in gel time. During the hot summer months, no more than two months stability at 86'F '30'C should be anticipated. SAFETY See appropriate Material Safety Data Sheet for guidelines. AOC 950 HIGHWAY 57 EAST COLLIERvILLE. TN 38017 (901) 854.2800 FAX (901) 854 -1183 www.aoc•resins.cvm Pub No. Ti0- AOC- fircpci K130 -PT,\ Series RECEIVE WIG - 9 2.001 BUILDING DEPARTMEN ALPHA OWENS CORNING 4 18175952739 APPLICATION GUIDELINES Halogen containing resins are generally less resistant to UV light than general pur- pose resins. Fabricators are advised to conduct their own tests to determine the suitability of using Ftrepe1' K130 -PTA Series Resins for outdoor applications. Due to the curing characteristics of the Firepel'" K 130 -PTA Series Resins. it is de- sirable to complete all secondary bonding as soon as possible. Lxposure of the lami- nate to sunlight will result in severe sec- ondary bonding problems. Atter 34 hours of cure, it may become necessary to abrade the lam inate to insure good secondary bond- ing. especially if the surface of the laminate has been allowed tobecome resin rich. Low fiberglass content and resin puddling should be avoided with this prod- uct. To assure adequate bonding to gel coats. fabricators should pre-wet the gel coat surface with a thin pass of catalyzed resin prior to lamination. Chemical resistance studies have indicated the dicyclopentediene resins such as Fircpelr' K130-PTA Series Resins have very poor resistance to certain hydropho- bic liquids. such as hydrocarbons. Fuel storage tanks should not be produced with the Firepel` K130-PTA Series Resins. if your manufacturing needs require a more corrosion resistant resin, please contact your AOC representative for in for- mation or technical assistance on AOC's line of isuphthalic or vinyl ester resins. The information cmUlnot inun•.tata sheet t, rased un Iabeima% dry and rigid r>,p.rienge we bCLC.c Vna mitnit anon u bc reliable. but do nee Nu :fate* .n appt.4atuhtc to die a ctb utucgu tt a twme Xtl :ah11.1) far t„un.itcn ari tin: out of ita use The liter M' lef00111t914P p•rdwta dtaenhed herran aynmt to hg IONI',lhk la tht.wtthlV testin_ unc appb:aann hc tu°aritun:w ptuduedun t)us rec ntraendaL rte :nrdd tun Lr taltn a$ inducements lo to fringe ant M111.t41 .4 .1.Yate an, 13-. $tat cede ur inaYranCc rerplanlh Copyright 1: 1999. AOC L.L.0 FOOTNOTES ISO SO02 CERTIFIED NO.801 P003/003 The Quality Mlinagement Systems at every AOC manufacturillr, facility have been certified as meeting ISO 1 )002 standards. This certification recognizes that each AOC facility has an internationally accepted model in place for managing and assuring quulity. We follow the practices set forth in this model In add value to the resins we make for our customers (1) The gel tlmec chntvn etc typical but may be affected by entnlyct. promoter and inhibllor t:uneentratlons and twm mold and shop temperature. Variations in Melling chnraetcrlstiet can he efpccted hctwcen ditictcnt lots of catalysts and at extremely high humidities. pigment and fillets CV retard ut at.t:eterate )relation. it is recommended that the fahncatur Check the gelling t:haractertsuck of a small quamtt) of resin under actual operating conddiuos poor tt use C Htucd an two% of Fltcper` k130.PT/t base rc%tn lit 77•1:13 ;`t' and 30% relative humidor All tests pertormcd on unteuliunvd cured reiln castings. Thixut:upic Lompunents. applicable. ate cuauded him cooing samples l'aitingit prepared itstlt: 1 U% MEKP. 0.10•.'. Cobalt l2% post cured rut 5 Imam at 311•1// 100 using AOC test method X•12Ah Nllective Date August. IQ9Q ACTIVITY NUMBER D01 -120 DATE: 06 -04 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: 862 SOUTHCENTER MALL SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Build g , 0.410/ Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: IIMMi Approved MOI III DOC. Vn CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete 1 C Planning Division Permit Coordinator C C DUE DATE: 06-05-01 Not Applicable El No further Review Required DATE: DUE DATE 07-03-01 Not Approved (attach comments) n DUE DATE Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ` LRMJT COORD COPY n ACTIVITY NUMBER D01 -120 DATE: 06 -04 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: 862 SOUTHCENTER MALL SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Y1tRUUI{.OUC MII PLAN REVIEW /ROUTING SLIP 41 c REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved ith o ditions ili.. n Planning Division Permit Coordinator DUE DATE 07 -03 -01 n n DUE DATE: 06-05-01 Not Applicable ri Comments: TUES/THURS ROUTI G: Please Route Structural Re 'ew Required I I No further Review Required n REVIEWER'S INITIALS: ' DATE: G ' Sr 249( Not Approved (attach comments) I I (U DATE: _'7 -2C0( DUE DATE Approved Fl Approved with Conditions ( Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PERIVIIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC 0 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 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 ❑ 00610 Chimney Installation/All Types S 00700 Framing ❑ 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation O 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection gir 00815 Lighting and Controls ❑ 00900 Suspended Ceiling e01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof O 01400 Final -Fire Et Final- Building ❑ 01900 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 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, ExcavfFill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 6Ar „ '00 KS CONDITIONS e 000 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 bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material O 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..." 2" 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 O 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 O 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 O 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 O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall Q' 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 & 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 O 0008 AU high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 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...." ❑ "Retool" Plan Reviewer: 1 Permit Tech: r,/D� Date: 6"' iZ - z01 Date: 4-1-0( ACTIVITY NUMBER D01 -120 DATE: 05 -09 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: 862 SOUTHCENTER SUITE NO: Original Plan Submittal X Response to Incomplete Letter it 1 Response to Correction Letter # Revision # — AFTER Permit Is Issued DEPARTMENTS: Building Division Fl■ CItil4/ 4 5-(o - D/ Public Works LI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP Structural Incomplete LI Comments: TUES /THURS ROUTING: Please Route I " I Structural Review Required No further Review Required ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: o..,, tXX Sert Fire Prevention n Planning Division PERMIT COORD COPY Permit Coordinator DUE DATE 06-03-01 Not Approved (attach comments) DATE: C DUE DATE: 05-10-01 Not Applicable r CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions I Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 6 DEPARTMENTS: Building Division Public Works Approved YRR()lRl1kK Y�I ACTIVITY NUMBER D01 -120 PROJECT NAME: GADZOOKS SITE ADDRESS: 862 SOUTHCENTER Original Plan Submittal PLAN REVIEW /ROUTING SLIP x Response to Correction Letter #_ Revision # — AFTER Permit Is Issued d Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved C Approved wi nditions I I REVIEWER'S INITIALS: b. CORRECTION DETERMINATION: Approved with Conditions n n TUES /THURS ROUTING: Please Route n Structural Rev' Required n REVIEWER'S INITIALS: REVIEWER'S INITIALS: DATE: 05 -09 -01 SUITE NO: Response to Incomplete Letter #1 Planning Division 1 .111.1.111111•111•111• III • MIN Permit Coordinator n n DUE DATE: 05-10-01 Not Applicable LI Comments: No further Review Required DATE: 5— JO _2cx( DUE DATE 06-03 -01 Not Approved (attach comments) I DATE: "in "ZO DUE DATE Not Approved (attach comments) DATE: Date: May 10, 2001 Project Name: GADZOOKS Application #: D01 -120 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS End. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION RE: Letter of May 8, 2001, response to correction letter #1. 1) Item #1. The "Open Concept" as described in your response may be considered in the same way as the other rolling security grilles, based upon the following conditions: The door hardware will lock each leaf in the open position, and there is a readily visible, durable sign on or adjacent to the doors stating: "THIS DOOR MUST BE BOLTED IN THE OPEN POSITION DURING BUSINESS HOURS ". The sign shall be in letters not less than 1 -inch high on a contrasting background. 2) Item #5. Two issues remain with the information that was submitted to show compliance with the energy code. • The first is the fact that the lighting fixture schedule (on the plans) does not specify the number of lamps per fixture, the lamps, the lamp wattage, electronic ballast, and whether or not the fixtures are non - lensed. This information must be included in the fixture schedule of the construction documents. • The second issue involves the path of compliance. It may be the prescriptive lighting option per Section 1521, or the lighting power allowance option per Section 1530. It may not include the provisions of both options except as permitted in the exception to Section 1521. ACTIVITY NUMBER D01 -120 PROJECT NAME: GADZOOKS SITE ADDRESS:1M SOUTHCENTER Original Plan Submittal DEPARTMENTS: Buil Division 54-01 Public Works Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Comments: TUES /THURS ROUTING: Please Route Fq Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Y'RNOUTt DOC vv. PLAN REVIEW /ROUTING SLIP Approved with Conditions io F're revention Structural n Approved ri Approved with Conditions ri REVIEWER'S INITIALS: • L . , ) ONSITIMAIR - O i REVIEWER'S INITIALS: ATE: PERMIT COORD COPY DATE: 4 -23 -01 SUITE NO: Response to Incomplete Letter it Revision # AFTER Permit Is Issued Dike Plannin Division qa. 4-- 2-4-44 Permit Coordinator No further Review Required Not Approved (attach comments) - E] DUE DATE: 4-24-2001 Not Applicable F7 f� DATE: DUE DATE 05 -22 -200 DUE DATE Not Approved (attach comments) I J DATE: bar ACTIVITY NUMBER D01 -120 DATE: 4 -23 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: SOUTHCENTER SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route Struc ral Review Required n No further Review ' equirec REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: vxernnt no. VP/ roi n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approvednd ions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator n n DUE DATE: 4- 24-2001 Incomplete n Not Applicable r DUE DATE 05 -22 -2001 Not Approved (attach comments) DATE: S — 4' 200 .w. DUE DATE Not Approved (attach comments) DATE: z I A w 00 j_ t~ tow w 0 ga-j �Q w U � ON 0! ww u. ..z U O Date: May 3, 2001 Project Name: GADZOOKS Application #: D01 -120 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS End- Initial review comments. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 1) The calculated occupant Toad of the sales floor area is greater than fifty. Consequently, the main entry doors must swing in the path of exit travel. Re: UBC 10033.1.5 2) The door hardware schedule indicates that a thumb turn and keyed dead bolt is to be installed on each leaf of door No. 1. This does not comply with UBC 1003.3.1.8 unless the provisions of exception No.1 are intended. Please clarify. 3) UBC Section 2401.1 states that glass shall be supported on all four edges. This section allows glazing that is not supported on all four edges if this is justified by an approved design. The storefront sections show proposed anchorage without the size or spacing of fasteners. In addition, the "head" detail shows anchorage into one 20 -gauge metal framing member. Provide a specific design for the anchorage of the glazing support; include adequate sized fasteners, spacing requirements and an analysis to justiff the design. 4) A portion of a Volkswagen car is scheduled to be mounted on a deck over the handicapped designated dressing room. Provide additional details (for review) to show how it will be secured. 5) The lighting summary sheet lists a total of 107 fixtures as being "exempt" from the lighting power allowance listed in Table 15 -1 of the Washington State Energy Code. Please cite code reference for these exemptions. Note: A Washington State Building Code Council interpretation of " light for free- standing display" is as follows: "Lighting that is part of the free standing display, so that when the display is moved, the lighting goes with it." ACTIVITY NUMBER D01 -120 DATE: 4 -23 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: S OUTHCENTER Yic C.L. SUITE NO: Original Plan Submittal Response to Incomplete Letter II Response to Correction Letter Revision r AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete E Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n A rov d ith Condition REVIEWER'S INITIALS:: 51 CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: 19i()1111 [)O V., r i J ' � - PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ri Approved with Conditions C r LJ C Planning Division Permit Coordinator DUE DATE: 4- 24-200 1 Not Applicable ri No further Review Required n n DATE: DUE DATE 05-22 -2001 Not Approved (al ch comments) ( I DATE: E 2 6 DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01-120 DATE: 4 -23 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: 633 SOUTHCENTER SUITE NO: Original Plan Submittal Response to Incomplete Letter rf Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-24 -2001 Complete Si Incomplete ri Not Applicable Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Structural Structural Review Required P( APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 41•11111111111. ...1111111•11=11 CORRECTION DETERMINATION: Approved ®w '(XR, KM(Xx - Approved with Conditions REVIEWER'S INITIALS: C Planning Division 1 -1 Permit Coordinator No further Review Required DATE: 9 - ZL1 - Q n DUE DATE 05 -22 -2001 DUE DATE Not Approved (attach comments) DATE: Z W a 1 � 1 C.) O N 0 • Vy, W O u. N3 Z �O W U� O D. O H w U. tii UN z ACTIVITY NUMBER D01 -120 DATE: 4 -23 -01 PROJECT NAME: GADZOOKS SITE ADDRESS: 633 SOUTHCENTER SUITE NO: Response to Incomplete Letter # Revision # AFTER Permit Is Issued Original Plan Submittal PLAN REVIEW /ROUTING SLIP Response to Correction Letter DEPARTMENTS: Building Division Public Works C Fire Prevention • Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route 7 Structural Review Required REVIEWER'S INITIALS: Ay APPROVALS OR CORRECTIONS: (ten days) Approved Yi a ,t /1f DOC f.l Approved with Conditions Incomplete 1 Not Applicable I I Planning Division C Permit Coordinator n DUE DATE: 4-24-200 1 No further Review Required DATE: Not Approved (attach comments) C AMMO DUE DATE 05-22 -2001 Approved ri Approved with Conditions r7 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE REVIEWER'S INITIALS: DATE: dp Don Penn Consulting Engineer 3950 Highway 360, Suite 101 Grapevine, Texas 76051 817- 410 -2858 (Metro) 817- 251 -8411 (Fax) Electrical May 15, 2001 RE: Gadzooks -South Center Mall - Tukwila, Wa. Application #D01 -120 Mr. Benedicto In response to your comments dated May 10, 2001 we have made the following revisions to the plans: Plan Review Comment 2) Please refer to the Light Fixture Schedule for updated lamps /fixture and lamp wattages. Please refer to the notes for call out of #1 for the use of electronic ballast. Also, we have included the non - lensed designation under the Lamp Size column. We are using the Prescriptive Method of compliance. At least 95% of the fixtures in the space meet all four criteria. Don Penn, P.E. Don Penn Consulting Engineer DJ P/keh • Specialty Lighting • Mechanical • Energy Systems May 11, 2001 Express Permits ATTN: Mary Ann 1327 Post Avenue, Suite H Torrance, CA 90501 Dear Sir or Madam: City of Tukwila Department of Community Development RE: CORRECTION LETTER #2 Development Permit Application Number D01 -120 Gadzooks 862 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time. the Fire Department, Planning Division and Public Works Department have no comments. 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, encl katteit Brenda Holt Permit Coordinator xc: File No. D01 -120 Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: [] Response to Incomplete Letter # Egi Response to Correction Letter # 'i- [] Revision # after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: ppyvx, b raA [ 1 d L p'4 3 u 4 n.ayk,wl v Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: bilk/4 Entered in Sierra on -4- 0/ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: DO 1— !D li 9&2 I\LRA,c Robee pima-14,01v, Phone Number: 08/30/00 re 2 U UQ � co 9 LU to w O 3 V. 0 Z fa U pQ N Ww L I O kJ v� 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: 5 - II-DI U Response to Incomplete Letter # • Response to Correction Letter # / O Revision # after Permit is Issued Project Name: �'�"nd t oV ks Project Address: 2 Contact Person: /3ohej't /t ijv Yt� 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: ��J!✓ Q Entered in Sierra on Plan Check/Permit Number: p01- / Phone Number: 08/30/00 MEINHARDT & QUINTANA ARCHITECTS, INC. May 8, 2001 City of Tukwila Department of Community Development Building Division 6300 Southcenter Blvd, #100 Q • Tukwila, Washington 98188 w re • � O 0 u1° Re: Correction Letter #1 w Dear Sir, Development Permit Application Number D01 -120 Gadzooks 862 Southcenter Mall In response to your comments dated May 3, 2001, we are providing the following information. 1. Gadzooks locks the entry doors in the open position during business hours. The doors will not be active; therefore the door swing should not be an issue for egress. This "Open Concept" is similar to rolling grilles at stores. 2. The door hardware with a thumbturn on the inside and keyed access from outside will never be operational during business hours for the same reason as item number one. 3. Refer to Revised Storefront sections sheets number 5 and 6. 4. The Volkswagen is a fiberglass replica and has very little weight. The fiberglass is screwed from behind where attached at the back wall. The screws are #6 self - tapping screws at 12" o.c. into wall studs. 5. We have provided revised energy forms responding to you concerns. Please accept this response and revisions for our store drawing review. Thank you for your cooperation with this matter. Sincerely, Robert Quintana Robert Quintana Architects 14900 LANDMARK BLVD) SUITE 650 DALLAS TEXAS 75240 972 980 -8980 FAX 972 'P � w w 0 u.Q Zo W w mD v O - o 1- w w � U. ( 5 v 0 z May 4, 2001 Express Permits ATTN: Mary Ann 1327 Post Avenue, Suite H Torrance, CA 90501 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -120 Gadzooks 862 Southcenter Mall Dear Sir or Madam: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) 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 four (4) copies of each document. In order to better expedite your resubrnittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, 111111X dark Brenda Holt Permit Coordinator encl xc: File No. D01 -120 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 Steven Ail. Mullet, Mayor F625•052•0(N) tSJ•)7) State of Washington DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 AVANT -GARDE CONTRACTORS INC 1308 DEAN ST STE 200 ROME GA 30161 aL114� -6464 OA REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 AVANTCI000BK 04/01/2002 EFFECTIVE DATE 01/12/2000 AVANT -GARDE CONTRACTORS INC 1308 DEAN ST STE 200 ROME GA 30161 1)etarh And Di play ('CrtitiLate Detach And I)tspla) Cctlitii OL''i F 1DF , WA. 1 {tt { {t{ {111111{{1{{ 11111{ {f{{ ill {11{11{tll{tl{{{111{11{11{tl{{ FIRST CLASS MAIL US POSTAGE; PAID 8 4iliMNa A014' PERMIT \O 312 I-62 0 o (10171 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL c :''REGi ST : .# EXP. DATE cCb1 r 'AVANTCIObABK'04 /01/2002 E n1 &ritVE DA`i 01 / 12 / 2 0 0 0 AVAk T . GARDE 'CONTRACTORS INC 1308 DEAN ST STE 200 ROME GA 30161 .-.- +.. -F.'+ Signature E awed by DEPARTMENT OF LABOR AND INDUSTRIES) RECEIVED MAY Il 2001 AGC Please Remove And Sign Identification Card Before Placing In Billfold I' LEGEND - O DOOR NUMBER . REFER . DOOR . S CHEDULE Q REVISION NUMBER O MATERIAL NUMBER REFER MATERIAL SGHEDIAE DETAIL 5HEET AND DRAWING NUMBER C ) DETAIL',5HEET AND DRAINING NUMBER NEW WALL TO GEILING/DEGK '.. NEi 1 HALF WALL EXISTING PALL '.. PROJECT INFORMATION PROJECT. LOCATION. AREA. LANDLORD. CONTACT. CITY CITY OF TUKWILA TUKWILA, WA. 206 - 422-1800 TENANT GADZOOKS 4121 INTERNATIONAL PARKWAY CONSTRUCTION DEPT. CARROLLTON, TX 75007 (972) 307 -5555 CONTACT. KEN PENDERGRASS (972) 662 -4219 CONTACT. TOM SCHEUERLE (972) 662 -4274 ARCHITECT MEINHARDT AND QUINTANA ARCHITECTS INC. PROJECT MANAGERS 14900 LANDMARK BLVD. SUITE *650 DALLAS, TEXAS 75240 (972) 980 -8980 CONTACTS. - BOB QUINTANA - MATT JOHNSON ENGINEER DON PENN ENGINEERS 3950 HIGHWAY 360 GRAPEVINE, TX. 76051 (817)410 -2858 CONTACTS. - DON PENN - BRANDON BALLINGER GADZOOKS SPACE NUMBER. SOUTHCENTER MALL THE RICHARD E. JACOBS BRUCE HARRELL 440 - 808 -7550 540 GROUP, INC. CONSTRUCTION NOTES 1. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE CONTRACTOR. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. SHOULD ANY NOTES OR DIMENSIONS NOT BE CORRECT, CONTRACTOR MUST CONTACT THE ARCHITECT AND TENANTS REPRESENTATIVE. 2. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. 3. THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE HOWEVER, IN SOME INSTANCES THE OWNER OR SUPPLIER MAY SUBSTITUTE, OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER, PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE 'RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 4• IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENTS • OF ANY KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. MEINHARDT AND QUINTANA ARCHITECTS, INC. WILL TAKE NO RESPONSIBILITY WHATSOEVER FOR THE FAILURE OF ANY AUTHORITY TO GRANT IT'S APPROVAL TO THIS PROJECT FOR WHATEVER IMPACT CHANGES MANDATED BY ANY OF THESE AUTHORITIES HAVE ON THIS PROJECT. 5. ANY EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING 'STUBOFF' CONNECTIONS SHALL BE TERMINATED PER CODE OR GOVERNING AUTHORITY AS REQUIRED TO COMPLETE DEMOLITION AS DIRECTED. ANY CONNECTION SEPARATIONS OR REMOVED EQUIPMENT OR FIXTURES SHALL BE ADEQUATELY 'TAGGED' OR LABELED AS TO THEIR PREVIOUS USE. 6. CONTRACTOR TO FIELD'. VERIFY ALL DIMENSIONS. PRIOR TO DEMOLITION ANY DEVIATIONS SHALL BE REPORTED TO THE ARCHITECT BEFORE START OF WORK. 7. ALL WOOD BLOCKING, 'iTRIM,' AND PLYWOOD TO BE FIRE TREATED AS REQUIRED PER GOVERNING CODES. 8. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND TENANT OF ANY OMISSIONS OR DISCREPANCIES FOUND IN DRAWINGS OR SCOPE OF WORK PRIOR TO BID. THE GENERAL CONTRACTOR SHALL NOT DETERMINE CORRECTIVE ACTION TQ BE TAKEN WITHOUT APPROVAL OF TENANT. 9. PROVIDE BLOCKING FOR ALL NECESSARY ACCESSORIES. FITTING ROOM HOOKS, RESTROOMS, TOILET ROOM ACCESSORIES, GRAB BARS AND VIDEO MONITOR SUPPORTS, ORNAMENTAL PIPES, ETC. SOUTHCENTER MALL TUKWILA, WA. 2 FILE COPY 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 acknowledged. By TO.n.w, Date 0/ v � i ° (20 Permit No REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF U1CRi( WITHOUT PRICTr A!' J ;DVAL OF WILL TU TUKWILA BUILDING DIVI IC I, NEW PLAN t::,, a INCLUDE MGM. . PLAN NEVEM FL. SEPARATE PERMIT , �R / EQUIRED FOR: Li MECHANICAL E LECTRICAL EPLUMBING LKGAS PIPING CITY OF TUKWILA BUILDING DIVISION Taw 'Moiety am FINIAL INSpERION STPRGUAL St1RSEGT Tn NOTED CoNDmoNS, DRAWING INDEX CVR COVER SHEET A -1 SCHEDULES, DETAILS A -2 FLOOR PLAN, DETAILS A -3 REFLECTED CEILING -PLAN A -4 ELEVATIONS A -5 STOREFRONT SECTIONS A -S STOREFRONT DETAILS A -7 ...,.,., SECTIONS A -S .... DETAILS A -9, SPECIFICATIONS ME -1 ME -2 ..,.. E -1 E -2 M -1 SPECIFICATIONS SCHEDULES POWER PLAN LIGHTING PLAN MECHANICAL PLAN KEY PLAN NORDaTRCM GADZOOKS SOUTHCENTER MALL SPACE -'540 I Z CORRECTION I REVISIONS: I i CO 1 I uj LI CC � r I Z l N W t 1 O � � DATE 04 -11-01 DRAWN BY: MG NECKED BY: RE Jot: 1 ,G-R02 MATERIALS SCHEDULE Mk. MATERIAL DESORPTION . CONTACT B GRAY CARPET TILES INTERFACE 'NAIJIIG RIB II' COLOR •527110 ECLIPSE FILERBONDED CORD CARPET TILE 19 5/8' X 19 5/8' ( ADHESIVE TO BE FULL SPREAD) 6ADZOOKS PROD. MANAGER O BREAK METAL BREAK METAL (TO MATCH VISTAWALL CO•>PONENTS) • I PAIR (EACH) POLISHED 4 I/2 CHROME HINGES - STANLEY FI79 41/2' x 4 I2' U526 • TWO (2) EACH CLOTHES HOOKS PROVIDED BY TENANT ONSIDE AND OUTSIDE). • ONE (U EACH SCH-AGE AL53PD SATURN X625 LOCKSET - STOREROOM FUNCTION LOCKSET, KEYED LEVER, KEYED ALIKE WITH POLISHED CHROME FINISH (LEVER HANDLES) • PROVIDE A 4' SQUARE H.G. 516N ON THE DOOR OF THE H.C. FITTING ROOM AND 0 (2) HINGESTOPS 0 DOOR • THREE (3) • DOOR JAMBS TO BE 7' -0' �/ 0 S TORE FRONT SYS PREFAB. ALUMINUM WINDOW AND ENTRY SYSTEM BY VISTAWALL COLOR SELECTED BY TENANT MALL / STORE ® FLOORING 3/8° EVER -ROLL FLOORING - •502 GROTTO GRAY KD O MALL FLOORING FLOORING TO MATCH ADJACENT MALL FLOORING SALE55TOGK. 'B I Awa I� O V.G.T. -0'x 1-0'x 13/4' 'ARMSTRONG' 12'x 12"x I/8', •51858 SANDRIFT WHITE - O WOOD BASES TRIM I X 4 WOOD - PAINT 13 STOCK/TOILET O VINYL BASE MERGER COVE BASE - CHARCOAL •IO3 . KD O PAINT I -A2 TWIN WILL IAMS BM 80-2 (LIGHT GRAY), FLAT 8 STOGK/EXIT LABELED 10 PAINT SHERWIN WILLIAMS •1238 'RAVEN" KD 0 PAINT SIERW N WILLIAMS' BM 80-2 (LIGHT GRAY), SEMI-0L.055 FIT11N6 RM. 12 PAINT POLOM1'X' •P 460E 46 -0 KD 13 PAINT 'B@JJAMIN MOORE' •Ib1O (CHARCOAL) SEMI-GLOSS HANIDIGAP' FITTING RM. 14 MIRROR CLEAR GLA55 W/ SILVER BACK, ALL SALES AREA MIRRORS TO HAVE STAINLESS STEEL 'J' MOLD (ALL EDGES) I5 PLASTIC LAMINATE 'WILSONART" •D381-60 FASHION GRAY 16 16 MICRO TOPPING SYSTEM • 500 SEALER AND •540 TOPCOAT BY PECKHAM INDUSTRIAL COATINGS, INC.' (5`A) 298 -4173 0 PAINT BLACK FLAT FINISH 18 NOT USED 19 PAINT BENJAMIN MOORE 1 FLAT - -HIND MTh PANJa.S W/OUT NEON OPEN TO DECK ®' PORCELAIN TILE USED 2 WHEN REFERENCED DAL -TILE •DK -I35 PALOMINO' 2' X 2' ON ( 2/, 0 MOT USED ©2 N u5ED • 3 PORC ELAIN TILE UN 'AMERICAN OLEAN' GLAZED PORCELAIN MOSAICS •A32 STERLING SILVER 2" X T (LT. GRAY) Q PORCELAIN 12" X IT DAL TILE GD 40 UNPOLISHED HARD ENTRY WEN REWIRED BY MALL © FI EINFORCE BERGLASS R D PANEL MARL.ITE: FRP •P -MOO 'MITE' © 8 RUBBER WALL COVERING LCNID0T,3/32' THICK -611 X 50' IN/ADHESIVE •A32 STERLING SILVER 2' X 2' (LT. GRAY) 6ADZOOK5 PROD. MANAGER © METAL PANEL PERFORATED METAL PANELS:PATTERN i /4' DIA. 3/8" ST6. GTRS. 33 HOL PS 40% 0/A tiADZOOKS PROD, MANAGER ASSEN•HI - APOSTLE FIXTURES (715) 381 -1IOO CORRIDOR HARDWARE SCHEDULE SET DESCRIPTION • A • DOORS SHALL BE U2' CLEAR TEMPERED GLASS TYPE P' WITH FULL TOP AND BOTTOM RAILS HAVING A NOMINAL DIMENSION OF 4' I 1 , CLEAR ANOD. ALUM. FINISH; • DOORS SHALL I3E CONCEALED MOUNTING, BARED FORH REQUIRED (BU , HEADER MOD. ALUM. FINISH). • PROVIDE A CUSHIONED, POSITIVE STOP, HEADER MOUNTED, TO PREVENT DOORS FROM - SWINGING OUTWARD. . • (I) SET HEAVY DUTY 'WALKING BEAM' TYPE, TOP PIVOT ASSEMBLY 'FZOVIDE 14caotoARE DORMA •8062 OR EQUAL. T4r41:3011.L ALL001DooK4 • (I) SET HEAVY DUTY F``'OOR MOUNTED, BOTTOM PIVOT ASSEMBLY MICW MK ! TD 8E' LOGKEa" DORMA •3010DP OR EGJAL. IN "opsti Postllo' 4. • (I) EA. INTERIOR THR•BnR2N, RYADON *58T0126 W/ POLISHED CHROME FINISH OR EQUAL. 1:111"."6 @)GRIN E5S I CU • (I) EA. EXTERIOR 6 PIN, MORTISE CYLINDER (KEYED ALIKE), UGHAWE SYSTEM - SERIES 31 CONSTRUCTION GORE. POLISHED CHROME FINISH OR EQUAL. • (4) EA. STRIKE, AT OPEN AND CLOSED POSITIONS, "RYADON' , NV POLISHED CHROME FINISH OR EQUAL. (INSTALL FLUSH IN/OUT RECTANGULAR MOUNTING PLATE) • (I) EA. TOW TYPE FLOOR MTV. DOOR STOP, LOW OR HIGH RISE_ AS DICTATED BY CONDITION W/ POLISHED CHROME FINISH. • (I) SET 10' STRAIGHT, I' DIA. ALU4INJM FILL HANDLES MOUNTED BACK TO BACK, GHML 116110 -DB335 B • 112 PAIR POLISHED CHROME HINGES - STANLEY FM 4 I/2' x 4 1/2' X U526 • ROCKWOOD 461 X US26 KICK DOWN DOOR HOLDER • PUSHPLATE ROGKNOOD 7013 3 I/2 x 15' X U532 • PASSAGE SET LGN 1071 X AL CLOSER 0 • 112 PAIR POLISHED CHROME HINGES - STANLEY FIN 4 12" x 4 I2" X U526 • PROVIDE PRIVACY LOCKSET - SCI-AGE AL405 SATURN X625 PRIVACY LOCKSET WITH POLISHED CHROME FINISH (LEVER HANDLES) D • 112 PAIR POLISHED CHROME HINC. • EXIT DEVICE BY PANNEX MODE 1210 A (FIRE RATED) (EXIT DEVICE SUPPLIED BY TENANT, INSTALLED BY GO) • LGN IO13XAL CLOSER' • NO OUTSIDE ACCESS E • I PAIR (EACH) POLISHED 4 I/2 CHROME HINGES - STANLEY FI79 41/2' x 4 I2' U526 • TWO (2) EACH CLOTHES HOOKS PROVIDED BY TENANT ONSIDE AND OUTSIDE). • ONE (U EACH SCH-AGE AL53PD SATURN X625 LOCKSET - STOREROOM FUNCTION LOCKSET, KEYED LEVER, KEYED ALIKE WITH POLISHED CHROME FINISH (LEVER HANDLES) • PROVIDE A 4' SQUARE H.G. 516N ON THE DOOR OF THE H.C. FITTING ROOM AND 0 (2) HINGESTOPS 0 DOOR • THREE (3) • DOOR JAMBS TO BE 7' -0' F • I PAIR (EACH) POLISFB7 4 1/2' CHROME HINGES - STANLEY F179 412' x 4 12" U526 • TWO (2) EACH CLOTHES HOOKS PROVIDED BY TENANT (INSIDE AND OUTSIDE) • ONE (1) EACH SGH..A6E AL58PD SATURN X625 LOCKSET - STOREROOM FUNCTION LOCKSET, .EYED LEVER, KEYED ALIKE WITH POLISHED CHROME FINISH (LEVER HANDLES) • ONE ( 1) WALL STOP . • DOOR JAMBS TO BE 1-0" DOOR SCHEDULE W. TYPE FRAME FDWR. DETAL NOTES LOCATION 0 (2) 4L0• X 8' -II I/4. GLASS - A k9i A 9NIdd01 02:1 as - MALL / STORE 0 V 3 -0'x 7 1 3/4 METAL KD D [..A2 A2 OIL / BASE. PAIN/A4 13 T W REF 6 SALE55TOGK. 'B I Awa I� O 3' -0'x 1-0'x 13/4' METAL - C OIL BASE PAINT 0 STOCK/TOILET 0 3' -0'x T -0'x 13/4' METAL KD D I -A2 00_ BASE PAINT @ 8 STOGK/EXIT LABELED 0 2-6 4'-9"x 13/4' METAL KD F O IL BASE PAINT A4 13 W Mm. RE 6/ FIT11N6 RM. O 3' -05( 4'-95< 1 3/4' METAL KD E 0 BASE PAINT 13 MTL. REF 6 /A4 HANIDIGAP' FITTING RM. • 8 -II I/4" - ENTRY STOCK AREA • • OPEN TO DECK TOILET • ® ROOM FINISH SCHEDULE • NORTH TEST FAST SOUTH SPACE FLOOR I BASE WALLS I CELNG CLG. M. O 6 lO lOA 53111 13daV9 .1V2l9 >'JVO ' z k9i A 9NIdd01 02:1 as io l NIA O O SNOIIVA3 3 'A321 I 0 . 44% , 3A09V 1NIVd 1NI Vd O 1NIVd'09'd,19 Il Q _v O XA.H0-10,1 1NIVd AREA AREA • • e�� 4 •� • � • OPEN TO DECK STORE • • • • 8 -II I/4" - ENTRY STOCK AREA • • OPEN TO DECK TOILET • ® I me41 • 8 FITTING ROOMS • • �� • • • • OPEN TO DECK CORRIDOR • • ki OFN34 TO DECK RESPONSIBILITIES 7 9 II marrgAL. PIERS ITS GENERAL CONTRACTOR LORD NT EXISTING APLICABLE MMIS1._ NALL. STUDS 3 1 01041 1NG WAD- 611.. BD. COLUPTM NCL.05URE5 5 1 INTERIOR PARTITIONS ) ;STOMERONIEDOCILl.W HOOVER. INTERIOR DOORS AND HOW. YIOOD BASE f4ALJrFl:OOWNG MICRO TOP CEMENT FLOOR 19 ALUM. STOREFRONT PANELS B CARPET TILES (6RP.Y) id EYER-i20LL fLO0RA46 5 LONDOT P .ORATED METAL PANELS- (CUTTS/ 6G):. 17 PAINT S 040..0)44 PIPE ON 5TG 1' GA?Y?PY • ':20 $TORE <1 6i:As6 21 STORE FRONT GLASS TRACK 22 ' METAL:TRIM AT STD ONf.(REVEAL ETC) 25 :26 121 28 1: 31 23 METAL DOOR FRAMES 24 METAL DOORS EXIT DEVICE t41RRf,Z`5 DISPLAY MTL. WALL GRID AND BRACKETS FLOOR FIXTURES FOR MERCHANDISING CASE*' AP- GOIR1TER5 SIGNS: AND GRAPHICS ... HANDICAP 'SEN STORPFRONT • PI I7( PANEL 33 BENCHES 0 TENANT FITTING ROOM" MIRROR* TOILET IPAPER DSFL FOR RESi'if OOM 35 HANDICAP HARDWARE SPECIFIED 51' COPE STOOK itt OM LADTM SYSTEM SHELVNGt AUDIO / VISUAL BRACKETS P MONITOR SUPPORT '32 Y 39 HANGER RODS AND HDYR. O T.V. N'1(3NITORS 41 FLUORESCENT LIGHT FIXTURES 42 TRACK? LIGHT FIXTURES 43 HISIBAY LIGHTS 44 LAVATORY T FA4L4L1644T; 45 EXIT LIGHTS 46 INCANDESCENT LIGHT FtXTIJRES:`: _ 41 CASHWRAP WIRING 48 SCOW SYSTEM 44 WIRING AND COAX CABLE FOR A.V. _Sd N T . WORK- 51 FIRE EXTIN6USHB25 52 ' FIRE.'�1FRIKLELS 53 FIRE PROTECTION WORK 54 'fl SUMO .. 57 T SC 6C GC GO GC GC GC 6C G✓ GG GG T T GO GC, 6G SC GC SG GC 6G 6G 60' GG: T -: 00. 66 6(;':: T GC GC 1 T., T GC T GG GG GC GC T T GC 6G GG T T • -G/C C GG;:= GC GC GG GC 6G GC NOTES: *FIRE G01aEGnaJ BY G.G. - X-X - MAINTAIN A 1-SR. RATING 4 REPAIR IF NEEDED ***&C. TO VERIFY RENT) WORK DEMO WORK AS REatiRED. G.C. TO FIELD VERIFY TIE WONT REQUIRED TO COMPLETE THE WORK AS 8HOUN N THE DRAWINGS. VERTIP. AL WALL INSTALLATION - 'LON Dor VERTICAL SUBSTRATES I. TNE PREFERRED SURFACE IS MINIMUM IIl32' APA WDERK.AYMENT GRADE. A -C PLYWOOD OR LNPANTED CCNCRETE NEW DRYWALL AND LNPANTED PLASTER MGT BE PRIMED. THESE ARE LESS ABLE SUI4STRATES THAT WAVE BEEN USED N THE PAST. ANY OF THESE SURFACES MIDST BE CLEAN TEE OF coNTAMMANTS AN" PANT. SURFACE PFEPARATION CRACKS AND 'ILL NDJ3ITATIONS WITH A LATEX MODIFIED CEMENTITIOUS PRODUCT LEE, . FEATHER FINISH K) OR FINE FINISH (MAPEL). coNcREIE 2. pLITUDOD W D ON D Alm SNOTERQIIRE PRIMER A FON-SOLVENT BASED FREER IS L mewl GRADE WALL CARPET ADHESIVE. P7EVB41103 ELPPACIE OPTIONS L APPLY AN IS' .- BAND OF M00 CONTACT ADHESIVE AT THE TOP (SEE NOTE). 2. ROLL SURFACE OF MATERIAL WITH A LAMINATE ROLLER N BOTH DIRECTIONS TO INSURE CONTACT OF MATERIAL INTO ADIESIVE. ) 9EAYANO (FOR R.00R �7 p CEILIN INSTALLATION) MATERIAL I. TECHNIQUE s MANDATE IT IS TO O DOUBL _EDGES AS TWEY CUT TIES E U WALL 2. IF DOUBLE CUTT•5 SEAMS, USE A STRAIGHT EDGE AND Mil T T THROUGH TIE DRYWALL PAPER. REQUIRED ON DRYWALL AND PLASTER 1. FISAL SEAM 7NEAMENT OPTpfe I. NO FINAL SEAM TREATMENT AT ALL. 2. CHEMICAL VELD It*TH L D EA EE MATTE O Ke gyp. FROM T1i•R I. TOP EDGE OF MATERIAL SHOULD BE FNIBIED Win-1500D OR NINYLE EDGE PIECE RAILS GUARD OR FETAL COVE CAP. NOTE' USE CONTACT CEMENT ADHESUVPS ONLY FOR TRIM UiORd( OR AT SEAMS. LIEN WQU AFPRJG COLUMNS ETC CONTACT API -RE ES ATE NOT RECGT HOODED OVER n$ ENTIRE AREA LXIE WORKING DIFFICULTY. ANY RE- POSITIONING OF MATERIAL WILL CAUSE THE CONTACT CEMENT O 'BALL UP' AND POSSIBLY TELEGRAPH. GC. TO ENSURE EXISTING TOILET ROOMS MEET ADA REQUIREMENTS AS OUTLINED N THESE TYP. DETAILS NOTE G.G. TO VERIFY EXACT FIXTURE LOCATION AND CONFIGURATION ED TOILET ELEVATION 3 5/8' MET. 511• • I6' OC. W/ y/8' TYPE X GYP. BD. - ES. 2 STUDS • DOOR FRAME (TYP) KD DOOR FRAME PAINT ALL FRAMES AS SPECFIED CN PLANS BONDO SCREW HEADS AT THE BOTTOM OF STEEL DOOR JAMBS. DOOR - SEE SCHEDULE DEMISING WALL STUDS TO DECK ABOVE BY LL. ADJACENT SPACE N.I.G. PAINT 3 5/8" STUDS • I6" O.G. STOCKROOM VINYL BASE DOOR DETAIL • PAINT 12' -0" A.F.F. TO DECK 5/8 TYPE °X' GYP. BD. -FLR. TO 12-0" AFF. SEAL TIGHT FOR 4 1-R RATING PAINT II SALES BASE A AIL • 456) PAINT 12' -0" A.F.F. TO DECK 5/8' TYPE 'X' GYP. BD. -FLR. TO DECK SEAL TIGHT [� I-HR RAINS PAINT !I SALES WD BASE 3) WALL SECTIONS 3 5/8' 5T11D5 0 16' 00. WD BASE NOTE: ALL DIMENSIONS 560ILN ASE BASED ON TIE MIN. REQUIRED BY TIE ADA 3 5/8' MTL. WALL STUDS O IS" O.G. TO ENSURE ALL TENANT ACCESSORIES ARE INSTALLED F NOT TOG. IS RESPONSIBLE PAINT FITTING ROOM Y•ID BASE 3 5/S" METAL STUDS o IS' O.G. PAINT 5/8" GYP. BD. FITTING Il ! SALES STOCK ROOM 1' X 4' 110. TRIM FIRE RESISTANT 3 5/8' METAL HALL 20 GAUGE 5 0 16' ON CENTER PAINT STOCK ROOM BASE VINYL B I/4' OFFSET ABOVE PLYWOOD RET RDP 5/8' FIRE A JNT PLYWOOD 5/8" TYPE "X' GYP. BD. PAINT it NOTE REF. I /A -I FOR PINI51E5 BATT INSULATION TOILET ROOM VINYL GYP. BD. CEILING EXTEND GYP. BD. AS REQUIRED TO MET CODE TAPE AND FLOAT 3/4' PLY WOOD (FIRE TREATED) 6' 20 GAl1IE Mi JOIST 0 I6 00. 5/8" TYPE 'X' GYP. BD. -FLR. TO DECK SEAL TIGHT FOR I-HR RATING AL • 456) PAINT II CORRIDOR as. • 456) 6' 20 6 MTL. �J015T01• O.G. ° NIG Wes` VINYL BASE JO 'I 2 2oa‘ pp■tU D1V�IS�M i i i REVISIONS: z w z ffi S C5 a Z a Ci I L11 S ^ o Z 0 g E S CC 40- !7,g., = I I c DATE: 04- 11-01 DRAWN BY: MG CHECKED BY: BQ JOB: 01.502 SHEET: A -1 CHRISTOPHER LEE HUNGERLAND ' 5' -0' FLOOR PLAN c i? 1/4' • 1'-0' 3' -4' FITTING ROOM PLAN PAMT FITTMG 13 ROOM DOORS TYPICAL AREA TABULATIONS STOCK ROOM TOILET CORRIDOR SALES AREA 298 S.F. 47 S.F. 116 S.F. 2,612 S.F. (85 %) TOTAL STORE 3,073 S.F. CAR ON TOP OF DECK -REF. ELEV. '_® MIRROR MM. • BASE TO TOP OF JAMB WALL IS ABOVE DECK ON A 15 DEGREE SLOPE PITCH SLOPING UP AWAY FROl1 DEMISING WALL WALL TO ANCHOR Vitt AGAINST FURR DN. MUST BE 3' -0' OUT \ \ N FROM PLATFORM AT MAJOR CURVE, THEN FEATHERS DOWN NOT TO LESS THAN 2' -6' AT TERMINATION TO DEMISING WALL - �� -: - -- // 4 7'7 4' -10 T/8' • PLATFORM DECK G.C. TO FLOAT LEVEL TO TERRAZZO STRIP AS TO ALLOW FOR A SMOOTH TRANSITION 5/8' ' • I' -0' II PANT GYP. BD. CEILING FITTMG ROOM ONLY 4' -0' (SLOPE TO LEVEL CON MICRO TOPPING SYSTEM \ \ \ \ \ PAINT FITTING MRITTIONB TYPICAL \ \\ \ \ J \ \ \ FLOORING DETAIL PROVIDE TERRAZZO STRIP AT MALL TILE AND MICRO TOPPING SYSTEM MALL TILE II' -2 5/8' II' -2 I/41 11' -I 3/8' !I' 2 1/8. tr 0 I /e ms 10'-10 1/2' - 10' -8 I/2' J i 10'-5 l /8' / 0' -2 3/4' 6' 6' 9' -11 1/16 I / / / / / L II' -0 I/4' 11' - 3/8' / I0-10 5/8' / / / DOI 120 10' -a V2' 10-5' 10' -2 1/8' 9'-11 1/4' -6 l /8' S' -I 5/8' 8' -1 3/8' 1 1/8' \ 1' -3 5/8' TYP. SOFFIT LAYOUT I/T • 1' -0' 6' -6 l /8' E -0 1/8' \\ \ ✓\ 4' -5 3/8' / 3' -10 3/8' 3' -3 l /8' 2' -4 1/2' I' -II 3/8' 1 -6 3/4' • \ I' -2 1/4' IA I/8' 6 3/8' 2 3/4' NOTE: ALL DEMISIONS ARE FROM THE FACE OF THE DEMISING WALL TO 155IDE FACE OF FURRDOIJN \ Q I "` t ▪ CORRIDOR f ..11 MC' 1' -4 12' (6/A -8) ELECT. PANELS SFELVMG - -� REF. (S /A -8) LADDER RAIL - ) REF. 21' -1 IB° N- DISPLAY GRID 13'-5 5/5' 0 -5 3/4' 31 -2 3/4' 22' -II 3/4' 2/A -2 NEON STRIPS - ON FURR DOUN s 54091CASE AND HL. LEDGE il' - 5 5/8' 'GADZOOCS' SIGN ON ROM DOW 41' -3' SALES FLOOR LEON STRIPS CN KKR DOU.N 24' -4 V4' DISPLAY GRID MICRO TOPPING SYSTEM T V 3-SUSPENDED D LINEN ABO VE 8'-9 3/4' \ \ ` \�`� '���,/ / 1 DISPLAY ABOVE .. I GRID. Line OF LEDGE .-- i / _ LIME of FURRY _ - I DN. ABOVE DISPLAY IS I 3.SU9PENDED ) \ TV MONITORS / DISPLAY GRID A -9 3/4' 21' -5 V8' 11'-4 3/5' 2 2/A -5 DISPLAY GRID CVA -6}- -' • 51 I REVISIONS: I O W . i §d O H B S DATE: 04 -II-01 DRAWN BY MG CHECKED BY BQ JOB: OI-302 SHEET: A FAN / LIGHT CENTERED N SPACE :OFRIDOR .IGHTS CHAN ANG AT D AFF GYP. BD. • 8' -0' AFF. PANT / \ m REFLECTED CEILING; PLAN Oro BD PAMT 5' x 3/16' ALL THREAD b GYP PANT PANT 12 GYP B0 PANT POLOM O 9 PANT FURR -DH. • Q' -0' AFF. LINE OF LEDGE LIGHTS CENTERED BOTH WAYS ABOVE FITTING RMS. • 9'-0'. AFF. 9 3B' GYP. BD. PANT TO 14' -0' AFF. NEON LETTERS WALL DETAIL M► GYP. BD. PANT POLOMYX ACORN NUT SPACER SLEEVE I' xl/16'W^ 'R AND MIT PERFORATED FETAL PANELS 3' -0' LONG GYP: BD. PANT PQL01YX L B ELLOW F LEDGE OPEN TO STRUCTURE PANT BLACK AFF. HANDICAP FITTING ROOM PANT GYP. BD.• l' -6' AFF. CENTER LIGHT. N ROOM' TM ; MST. Bl GYP. BD. PANT OE:: WALL DETAIL 3' • I' -0' OPEN TO STRUCTURE PANT BLACK GYP. BD. PANT 12 POL019YX ACORN NUT 8'_ AFF 1' x I/15' UWSHER NUT WITH 3 V4' SPACER SLEEVE 12 POLOMYX 3 NEON STRIPS O PERFORATED METAL PANELS 3' -0' LONG 12 POLOMYX ALL SIDES V4 TYPE X' GYP. BD. 2-1/T MIL STUDS Il' -6' MST. B 3' X 3/16' ALL THREAD 19 GYP. BD. PAMT GYP. 150. PANT OE:: WALL DETAIL ' • I' -0 3 STRIPS OF PEON BEHIND PERFORATED VOL. TYP. BOTH SIDES 12 POLOMYX ACORN NUT I' x I/16' WASHER t; NUT WITH 3 1/4' SPACER SLEEVE 2l PEW-CRATED METAL PANELS 3' -0' LOSS 1/4 TYPE 'X' GYP. BD. 2 -1/2' MTL STUDS PERORATED METAL PANELS ABOVE FITTING ROOMS 0 POLOMYX 3 PEON STRIPS I2 POLOMYX ALL SIDES O PAMT PIRR -DN S • 12' -0' AFF. LUEOP LEDGE OPEN TO STRUCTURE PANT BLACK BE L WALL SUSPENDED TRACK SECTION NTS • T -0' 0 ‘ 0 • ■ H 1 orctio ' 8,a2''RE STOCKROOM LIGHTS CHAIN HUNG AT 12' -0' AFF CD 5 ._ 0 . I � • YO -0' E -OPEN TO EQ CD 14' TRACK W/ 5 FEARS 8' TRACK W/I 4'_6• 3 HEADS 0 EQ 10' TRAGIC W/ 4 HEADS 4 4' -0' S' TRACK W/ 2 HEADS n n I0' TRACK W/ 4 HEADS @' TRACK 4. HEADS LU T �711 � 11.11 3' -6' RAD Arraisamileiwarmini MI no 'Gi1Q2:tO1Cb' ', PEON ,.Kfd 155 PAINT INSIDE VERTICAL SURFACE I0' -0' TO 8' -0' AFF 5'- U' TRAO( W/ 5 HEADS sl 8' -0' © O O y EO. y EO. � . 10 TA LLV - I 9 4 HEADS v� 10' TRACK W/ 12' TRACK 4 HEADS 4. -6• 9 • B i 14 D F. 1 LC FLAT FINISH 8' -0' © \J © © 12' TRACK 4 HEADS W/ 4.6' f' 4 -6' 2 HEADS. � 4 Ea L EQ ' 4. L..J .9. 'f 6 � a LINE OF LEDGE (\ PAMT FURR -DIN • Q' -0' APP LEL LCO CF LEDGE DE GE D T.V. MONITOR ROTATED •15 DEG. (2 TYR) MID • 8' -0' AFF. TO SOT. 9 GYP. Bp i 5 . II' -5.1/J APP. 2._ 5- Il OPEN TO STRUCTURE PANT BLACK 011 Of IO spppROVED 3Ut 12 2001 p$ NOTED 1 5' TR4OKLIGHT IW 4 HEADS I'X'4' METAL GRAD REF.• 8' -II 4 /A -8 PANT. G1/4'YP. BD. APP. PAINT t2.-0' A 13 I' X 4' METAL GRID I REF. 4/A -8 0 :8'-II AFDF 0 PANT GYPD. • 12' -m' F. I REVISIONS: I z Q . 0. -.. Z uj C - mo o* a W Q a E- Q U r 5 E S 3 0 D DATE: O4 -S1.-Of DRAWN BY DC CHECKED BY: BA JOB: 01 SHEET: c ,11 F PAINT 26 LONDOT r <81A -4) BLACC 17 — I BLACK / - - x snit. III PAMT ____—. TYP. v ^ PAT IN AL I BL PAMT W 4GC /� 1 IY-0' A. >ECK 1121 i WAL BL: 2.A. AFF. T D �� —I'X2' T RIM * LONDOT PAINT U LL BLACK n__ 1 2' -�' AFF. TO DECK G `—' � A C v .. . WALL GRIC GwC 1)C • -mem 1 I' AY A EWE r!wik 1 , .� - < )SPLAY — � GI' C DASHED LINES REPRESENT 1 I [ -_ a D� ' ^ H., E�HMD ■ % =1_I � _. v D o- IONITOF > GRID > < WOOD 1 . n ... < PAINT MI4IND 1 I r_ _ _� �� BAGC e WOOD _ BASE O I BASE PAINT WALL BLACK 17 12' -0' AFF. TO DECK A II PINT G BD <— PANT GYP. BD. = HIND BEHIND D SPLAY GRID E— WALL . ISPLA GRID PAIN WAIL BLA K 17 Q' -0' AFP. TO DE GC <— WALL DISP AY GRID TYP. LIGHT FIXTURE REF. ELEC. INTERIOR ELEVATION BASE PANT BLACK ` I BASE INTERIOR ELEVATION 1./4' • I' -0' INTERIOR ELEVATION 114' • i' -0' WOOD 26 LONDOT CASHWRAP N FRONT OF BACKURAP • CUT LAST PANEL TO FIT IT'-6 cD INT. ELEV. GARRET CASHWRAP FURR DOWN PANT WALL FROM D' -0' AFF. TO DECK BLACK PANT BEHIND ITT-. PANELS PANT O BEHIND MTL. PANELS 27 PAINT BLACK 13 I'>12' TNIM FETAL STUD - FRAMING PANT BLACK PANT BLACK 2� FETAL PANEL 3 STRIPS OF LEON BEHND METAL PANEL LONDOT LONDOT 'TEE -PEE' APPLY ROSE PLATE OVER METAL PANEL I3 PANT DOOR BEHIND METAL PANELS AND DOORFRAME NOTE: F NOT LEVER HANDLE, USE PUSH PLATE OVER PERFORATTED.FETAL Ft TCRT EDGE TO LATCH SIDE CF DOOR I/4' METAL STUD 17 FRAMING PANT BLACK WOOD BASE STOCK PANT VOLKSk1VGON AGAINST PANELS WALL -PROV. BY TEN. 12 POLOMIX INST. BY G.C. -- PERFORATED ./; METAL PANELG.NLY SCREWED TO DOOR WASHER SCREW GYP. BD. PANT BLACK ITO' TRIM C. MONITOR L DISPLAY GRID TYP, II PANT GYP. BD. BEHIND BEHIND DISPLAY GRID FURR DOWN DOOR DETAIL FITTING �� LOWER NEON STRI APPLY ROSE PLATE OVER FETAL PANEL FITTING PANT DOOR BEHIND FETAL PANELS AND DOOR FRAME k PANT WALL. BLACK 12' -0' AFF. TO DF. TO DECK ® PANT B LACK 13 I X 2 WOOD TRIM 26 LON DOT 13 I>1 WOOD TRIM DISPLAY GRID 5 ,- PANT DOOR I FRAM (TYP) REF. 6 /A -4 0(120 I' -10 3/4' I REVISIONS: it Co z H 0 z c?, e , 2 <0 A g, W ^ ' 7 ..p 5 E . im d sg I DATES 04-11 DRAWN BY: DG CHECKED BY: 00 JOB: 01-302 SHEET: a¢UT GYP BD PAINT Or MIN. 18 GA. STL. JOIST HEADER 3/4" WOOD BLK ATTACH W/ 2 -(I /8' SCREWS) 1' -0• O.G EXISTING MALL FINISH NOTE G.C. TO ENSURE TENANTS SIDE CF NEUTRAL BAND PAS 5/8' TYFE 'X' GYP. BD. TO DECK ABOVE SEALED TIGHT. I/2' CLEAR TEMPERED GLASS CONCRETE SLAB 3 518' FETAL SW FRAMNG TYPICAL. O GYP. . \1 PAINT 80 — 2' -0' CAN LIGHT TYPE M' FIXTURE GYP. BD CE PAINT WITH ILING O 4" VISTAWALL SASE (INVERTED) TENANT A5 -4 ED STOREFRONT DETAIL 110 I' -0' I/2' TEMPERED GLASS HEADER DETAIL 6 E - LEASE LIFE < 3O 4" VISTAWALL BASE DO NOT SCREW FACE OF BASE NOTE, THE CONTRACTOR SHALL INSTALL STOREFRONT SYSTEM AS MANUFACTURED BY VISTAWALL AND ALL NECESSARY DEVICES, ACCESSORIES AND MISC. COMPONENTS. MALL STOREFRONT BASE DETAIL PLEASE I LINE GLASS DOOR VARIES O GYP. 80. PANT 1 TP. . 1N PANT BD TO DECK OR 24' AFF. MAX OUTLET FOR MONITOR METAL 21 PANED EXIT SIGN 302 - SEC I' - S . BOTTOM OF PIPE • 40' -5 3/4' AFF. ANY SOUND FROM MONITORS SHALL NOT BE AUDIBLE. FROM MALL SIDE OF THE LEASE LIFE NOTE: METAL STUDS. FASTEN TO DECK USE I8 GA. METAL STUDS AT STOREFRONT. FOR LATERAL SUPPORT ONLY GYP. BD. 1S PANT LINE CF GYP. BD. SCPFIT BEYOND- 19 GYP. BD. PANT STOREFRONT ENTRY SECTION 3/4'.I' -0' GLASS DOORS SPOLLN IN CLOSED POSITION E — LEASE LINE EXISTING MALL NEUTRAL BAND LEASE LINE LOCATED ABOVE \ 'I ROTATED AS DIME \ \ (TYP.3) I , \\ \\\ \\ \ ,4004 \ \\ 0 0 GRID WALL - TOP OF BASE TO BOTTOM OF LEDGE VA -1 5/8' GYP. BD. ON 3 5/8' MET. STUDS E.' O.C. DO / 0 NON-COMB WOOD BLOCKING As Mal:, . ,/ I / NON-COM WOOD BLOCKING AS REO'D. A5 - 2 2' Of 1 /A' TEE PEE DETAIL C111 OV OVED JUN 12 2011 AS NC�EU at 11LDING DN191 I REVISIONS: A 2 CITY REV. 5 -8 -01 DATE: 04-11-01 DRAWN BY PG CHECKED BY EQ JOB: 01-302 SNEEi: A— C K- EQ. f7 6' 6 '',pl , EQ. I 10 a 10 11111111111.1111.M.11111 • II 1 • vARIE9 ---. MEINHARDT &QUINTANA CHRISTOPHER LEE HIJNGERLAND 7�OK LOO "� 4 PROJECT MANAGERS ARCHITECT d D SOUTHCENTER MALL 1{990 UNDWRN BLVD. 5301 ROSE P NE C] SURE 650 BAINBRIDOE ISLAND. WA. 96110 DAILS TEXAS 75x40 � ` TIIKWII A_ WA_ — STORE # 526 ci T4 w NEE : DEMISING RS . I � I POLO 1TX o 1 ALUM. ANGLE ALL SIDES - CENTS f - •'•'•'•'w• ALIMii'YA•I FINISH CUT LAST mare_ TO FIT. TTP. • DEMISING OF 5 KK� --- �� D ON lJ SIGN BAND • PERFORATED METALO ON RED TRANSLUSGENT PLEXIGLAS'S ® I `3�0' TYP . 2 ' 1 1 6/A-1 FOR II II I�3 i D3 193 1 • U II V I - I _ _ � . _ _ � 1 we= - ° _ -- ... � .F .:Y tea. Fri e I��Ii L 6 W I1 1-P' I -__ --I - ___ = °° T I. - ; °- iI I 1 I 1 1 I k LEASE NNE < NEUTRAL 1 PIER 1 0 . I 1 1 a I I I II M - -...... ; 9NIN3d0 JV'397 .4/I A ,0-,E E 1 ' Q TEe id4 PIPES LS' POLOMYX —0 0' V .__ f ° /7 \ 4' VISTAWALL BASE ` CUT LAST P TO FIT. TYP. LEASE LINE NEUTRAL PIER cl 302 -SEE 20 GA. 3 -5/8' ML. STUDS • 16' O.C. io GYP. BD PAINT GYP. BD PAINT 26 LCNDOT METAL RIBBING 4 MOUNT PLATE N PAINT 11 GT PA YP. BD AINT NT METAL DISPLAY GRID 3 5/8' -20 GA MR- STUDS • K' OL. OWOOD BASE TV MONITOR I' -0' - 3/4' FIRE TREATED PLYWOOD 6' 20 GA JOIST 3 5/8' STUD BRACING FOR MONITOR MTG. BRACKET NO WOOD. TRIM REF .2 /A -5 26 LCNDOT 13 GYP. BO. PAINT E— 6'- 20 GA. MTL JOISTS •16' OL. EXIST'G DEMISED WALL WALL BUMP SECTION 3/4'= 1' - - I V2 X 3/4 CLEAR MILL FINISH 14' TALL REVERSE ALUMIFUI FMI5H STORE FRONT ELEVATION 1X2 WOOD "mime 26 LCNDOT 11 GYP. BD. PAINT TO DECK EXISTING DEMISING WALL GYP. BD. II VARIES - - 6'- 20 GA MTL JOISTS 8 16' OZ. -S. GYP. BD. 5/8 TYPE 'X' GYP. BD. 11 I--C. FITTING ROOM WOOD BASE O NOTE: PANT ALL DUCTS AND 11 PIPES BELOW 15' -0' COORDINATE WITH GADZOOKS PROJECT MANAGER 3/4' PLY WOOD (FIRE TREATED) 4' VISTAWIALL INVERTED BASE 3 S/8' -20 GA. MTL. STUDS • 16' 00. GYP. BD. II IS METAL DISPLAY GRID WOOD BASE O LCNDOT 13 GYP. BD. PANT O GYP. BD. PAINT ao FEATURE WALL SECTION 3/4'= A7 - 3- 5/8' MTL STUDS • 16' 00. GYP. BD. PAINT NOTCH B , GLASS I -V2' RADIUS n GLASS HEAD 4' X 3' ANGLE SIDE PIPE SUPPORT RE: 5/A -1 NOTE: SIGN ASSEMBLY TO BE INSTALLED dY GO. /TED. TRANSLUCENT 13/4' X 4' / PLEXIGLAS BEYOND HEADER W/ PERFORATED 2l METAL FACE S STOREFRONT SIGN DETAIL 1' -0' ALUM. PIPE SOCKET HEADLESS SET SCREW POLOMYX PANT END PLATE POLOMYX PAINT N -SF3 3/S' THK STL. PL WELDED TO PIPE ESCUTCHEON PAINT PLATE 0 SCREW ESCUTG4ECN 1' -2' NON ILLUMINATED REVERSE CHANNEL LETTERS. P0518550 ALUMINUM. 6' DOUBLE LOCK SPLICE LOCK 6' DOUBLE LOCK SPLICE LOCK SCREW o PIPE SPLICE DETAILS A 7 -7 PIPE SUPPORT DETAILS METAL PANEL EDGE SOCKET HEADLESS SET SCREW DRILL 13/32' DIAMETER HOLES FOR 3/8' SCREWS 2 1/16' APART. TUBS 3' X 425' D. ALIM PIPES. NOTCH GLASS 1 -10 RADIUS GLASS HEAD 4' X 3' ANGLE NM PIPE SUPPORT RE: 5/A -1 ALUM. PIPE PIPE END PLATES BEYOND RE: 5/A -1 FF V4' AFF. GYP. ED PANT C11Y OF TUKWBA MIPROVED JUN 12 2001 ktl(ED ®U DI G DM°1C I I I REVISIONS: 5 801 DC a - �� - z J cc w w z 2 w v d3 - $ a a 0 CO Z U z 1 co Z W < V 5 DATE: 04 -11-0I DRAWN BY: ED CHECKED BY: NG JOB: 01-302 SHEET: A - 7 I'; CUT LAST PANEL TO FIT. TYP. • DEMISING LEASE LIE NEUTRAL PIER 3 5/8' -20 GA MR. STUDS • 16' OZ. ()WOOD BASE -PAINT L O 12 BEHIND MTL PANELS IR' TEMP. GLASS -� ocezoelaEom 1 V2 X 3/4 CLEAR MILL FINISH 14' TALL REVEERBE ALAN. ANGLE ALL SIDES 04,461E LETTERS S - CENTERED ON SIGN BAND — PERFORATED METAL 2, ON RED TRANSLUSCENT PLEXIGLAS& � I as' � iL "% O I ■' 3' DIA ALUM PIPES . GLASS DOORS 8 3 4' 1STAW4LL BASE BRUBIED, CLEAR ANODIZED ALU IHI 1 FINISH STORE FRONT ELEVATION DO WOOD Tome 26 LONDOT POLCMYX 11 GYP BD. PANT TO DECK I L E DEMISING GYP. BD. II POLOMYX 0 3F0' Tr. 2• I I H I/2' TEMP. GLASS OrNIZcOKS.coM NOTE: PANT ALL DUCTS AND Il PIPES BELOW COORDINATE WITH GADZOOKS PROJECT MANAGER vARES E— 6' 20 GA MIL JOISTS •16' O.G. --> N.G. FITTING ROOM _ 3 ICON STRIPS CN FURR DOW BEYOND — — 13 WO 3/4' PLY OD (FIRE TREATED) 4' VISTAAIALL INVERTED BASE -0 B , CLEAR *corm ALUMNLIM METAL DISPLAY GRID WOOD BABE O CUT LAST PANEL TO FIT. TYP. • DEMISING E -- NEUTRAL PIER LCNDOT WALL BUMP SECTION FEATURE WALL SECTION 1 3/4'. 1' - 314'. 1 -0• REF. 6/A -1 FOR THIS END LEASE LINE 13 GYP. BD. PANT O GYP. 8D. PANT F- 3- 5/8' MTL. STUDS • 16' OZ. 11 GYP. BD. PANT N I -1R' RADIU nnl -In t1 GLASS 1EAD 4•X3' ANGLE SIDE PIPE SUPPORT RE: 5/A -1 0/ 13/4' X 4' HEADER NOTE: SIGN ASSEMBLY TO BE INSTALLED DY G.C. RED. TRANSLUCENT PLEXIGLAS BEY W/ PERFORATED 21 FETAL FACE ALUM. PIPE SOCKET HEADLESS SETSCREW ALIBI. PIPE POLCMYX PAINT 12 POLOMYX PAINT STOREFRONT SIGN DETAIL • 1 0 END PLATE 6,': • 1' -0' 318' TFK STL. PL WELDED TO PIPE ESCUTCHEON PAINT PLATE O 5' x 346' ALL THREAD NCN ILLUMINATED REVERSE CHANNEL LETTERS. POLISHED ALUMIMJ1. 4 O J I A �. 1 1 L 7�N h:37 O E5CUTCI-LEON 6' DOUBLE LOCK SPLICE LOCK 6' DOUBLE LOCK SPLICE LOCK PIPE SPLICE DETAILS PIPE SUPPORT DETAILS I I/1 I'-0' TOGGLER BY. GYP. BD. FACE tom, I TEN. INST. BY GC. PAINT POLOMYX 4' X 3' X 1/4' STL ANGLE. TRIM SS. FOR PIPE AS SHCI N - BRAKE END RI to • ,, RI 1/Y' PIPE SUPPORT MJT W/ WASHER METAL PANEL EDGE SOCKET, HEADLESS SET SCREW DRILL 1 3/32'. DIAMETER HOLES FOR 3/8'. SCREWS 2 1/16' APART. THREE 3' X 125' D. ALUM. PIPES. GLASS MEAD 4'X3' SIDE PIPE SUPPORT RE: 5/4 -1 NOTCH GLASS I -1/2' RADIUS 4L 10. PI PE GYP. 18 PAINT BD. 8 J4' AFF. PIPE END PLATES BEYOND RE: 5/4-1 1 REVISIONS: 1 DATE: 04 -11-01 DRAWN,BY: MC CHECKED en 60 JOB: 01-302 SHEET: is G APPROVED JUN 1 2 2001 AS NOIEE 31txLDTNG D nrts . NOTE: PIS£ -DRILL UPRIGHT BEFORE SCREUNG TO 1 X 4 I x 4ATTAOHED TO WALL FOR ANCHORING SHIELVNG W WITS. . INSTALLATION INSTRUCTIONS U SECURELY ATTACH SHELVING WITS TO WALL I BRACE ACROSS TOPS TO WALL. VERIFY ENTIRE ASSEMBLY IS ADEGL ATELY SECURED, BRACED AND INSTALLED TO RESIST LATERAL LOADS OF HEW LADDER SYSTEM. 2J MOST BRACKETS ON VERTICAL UFRIGHTS AT 48' OR 36' OG AT 8'-0' OR IO' -0' AFF. TO MATCH LADDERS. 3) SLIDE TRACK OVER NO. 110 BRACKETS AND INSTALL NO. TTE BRACKETS AT END OF EACH RUN 4) ASSEMELE LADDER PER MFGR SPEC. Si INSTALL LADDER AND TEST TO INSURE ENTIRE ASSEMBLY OPERATES PROPERLY. WHEN NOT N USE, LADDER SHOULD BE N FULL? WRIGHT POSITION PARALLEL WITH SEELVNG WIT. 6J FOR QUESTIONS REGARDING LADDER INSTALLATION, CALL COT `i414N COMPANY AT I- 300 - 552 -3331. MATERIALS LIST NO. LTC BRACKETS Il PCB. REQ'D NO LITE BRAOXETB 6 PCS. REQ'D NO. T8 TRACK SECTION I 35 FT. REQ'D SECTION 2 24 FT. REVD SECTION 3 I9 FT. Fa'EQ'D NO. 'I80 LADDERS 3 'C5. REM" NOTE: TRACK SECTIONS ARE PROVIDED N 10' LENGTHS - T.G.C. TO CUT SO THAT TRACK JOINTS FALL CN SHELvrG UPRIGHTS. STOCK SHELVING DETAIL NOTE: WERE D' TALL SHELVING WITS ARE SHOW ON THE FLOOR PLAN NSTALL ONLY 6 SHELVES UAEFE t3 TALL SHELVING INIT8 ARE &HOW ON FLOOR PLAN, NSTALL ONLY 9 SHELVES. RECOMMENDED INSTALLATION METHOD UIERE SHELVES ARE AGANST WALL, SECURE FIRST WRIGHT TO WALL LOCATE FROM UPRIGHT. DROP TOP ! 1501TOM SHELVES INTO UPTIGHT SLOTS. REPEAT PROCEDURE WON 2ND SET OF UPRIGHTS, ETC. GO BACK AND DROP IN THE NTERMEDIATE SHELVES. FOLLOW 6Ai•E PROCEDURE FOR FREESTANDING WITS EXCEPT INSTALL METAL 7C BRACES ON FRET TIER INSTEAD OF WEC2RN6 TO WALL BRACE ACROSS TOPS OF ALL FREESTANDING WITS TO WALLS CR ADJACENT SHELvtta UNR8 WITH HORIZONTAL N4 AT EACH I!<'RIGHT. MJWSIWWS SILICG E CONTINUOUS (—TOP CHANNEL MIRROR LINE OF BACK WALL OR DIVIDER PANEL CONTIRCUS BOTTOM CHANNEL NOTE: J -MOLD TO BE CONTIN0006 ON ALL EDGES W/ SILICONE MIRROR DETAIL • PO NOTE: PRE -DRILL UPRIGHT BEFORE SCREWING TO I X 4 I X 4 ATTACHED TO WALL FOR ANCHORING SHIELvING WITS. NOTE: LADDER NOT SHOWN FOR CLARITY NOTE: PREDRILL HOLES AND BOLT TO SHELVING UPRIGHTS ROLLING LADDER DETAIL MIRROR I • 1 ' -0 ' S. TOP CF DOOR HEADER' TOP OF WALL BASE VARIES MITRE CORNER _ I I III 1 II. 1 II I 0 441 1! i NOTE: DESK IS 2 4 ' DE D um' wt u' DEEP SHELF • 30' AFF.: . CONT. CHR7ME J -MOLD 1/4' CLEAR MIRROR STOCK DESK DETAIL NOTE REF. ELEVATIONS II/AS MD A4 SHEET FOR SIZES e I I0' SELF TAPPING SCREWS • 8' O.C. 5' X V8' THICK MOWING PLATE iK4 Or OJUS�� E T.V. PL �I NOTE REFER TO MFGR SPECS. FOR INSTALLATION DIRECTIONS 3/4' PLYWOOD 6' 20 GA STUDS • 16' OL. MONITOR MOUNT DETAIL H OOKS TO DOOR DOOR INSIDE FITTING SALES AREA ROOT SIDE. NTS. FITTING ROOM DOOR HOOKS / -- --- ` I \ HILTI (800) 819 -S000 _ \\ I \ \ ITEM " 00230483 I TOGGLER BRAND —1� % I' 3/16' - 24 50 134 \ 21013 N, I' X I'.ALLM ANGLE EELOU eeicm .. 0 EENCN NOTE: KEEP ALL MOWING HARDWARE ABOVE B' -6' AFF. HANDICAP) SILICONE ALONG AND WALL NICE NTS. 3 5/5' 20 GA. STUDS 3 5/5' 20 GA. STUDS 3/4' PLY WOOD 6' 20 GA. METAL JSTS PERORILLED HOLES USE ONLY TOP 4 J,-,- BOTTOM TO ANCHOR FRONT N.T.S. INSIDE FITTING RM. HOOKS AA 3/4'• I�®' NOTE: BENCI-ES TO BE PURCHASED T1- 1ROUGH APOSTLE FIXTURES (115) 304-1100 ALLOW 2 -3 SEEKS FOR DELIVERY PLASTIC LA�-INATE TO MATCNUALL COLOR II I' X. I' ALU1. ANGLE CAP) BOTTOM GED SHALL BE A MIN I'. ABOVE TOP OF WOOD BASE a: H (METAL GRID H BRACKET. FURNISHED BY OWNER 4 WALLED BY CONTRACTOR) CLOTHES HOOKS MD • 4' -0' AFF. (S CLOTHES HOCK ( 8/A -8 REF A -B ISOMETRIC OF GRIDWALL - ALIGN TOP METAL DISPLAY GRID MERE SNOW ON PLANS NOTE: ALWAYS CUT THE TOP OF THE DISPLAY GRID SO THAT HORIZONTAL BAR IS AT THE TOP MOST PONT OF THE GRID. BE SUER AND GRIND ALL CUTS MADE TO WALL GRIP ONLY TOP GRID SHALL BE CUT F FILL HEIGHT SECTIONS WILL NOT FIT TOP OF GRID SHALL BE 2' BELOW METAL GRID CEILNG- SEE ELEVATIONS FOR ADDITIONAL INFO. UPPER GRIDS SHALL BE SEPARATED FROM LOWER GRIDS BY A I' CLEARANCE. HORIZONTALLY ADJACENT GRIDS SHALL BE BUTTED TIGHT TO EACH OTHER SIDE TO SIDE NOTE: WI-EN HANDING THE GRID, THE VERTICAL BARS OF THE GRID MUST BE INSTALLED ON THE STORE SIDE. HORIZONTAL BARS TO BE NEXT TO THE WALL. WALL BRACKET METAL DISPLAY PRIG NOTE 7 -0' X 6' -0' MET. GRIDS SHALL USE 4 BRACKETS USE 3/16' 0 HILTI TOGGLERS • GYP. BD. OR USE SCREW • STUD ANC1ORIN6- G4RaEE FINISH CLG. ATTACHMENT SIDE. FATS. 24' GRAB BAR MD • 33' 36' AFF. (T(p) FITTING ROOM ELEVATION (H.C.) I 2_ (DI MIRROR 02/A-8) PANT ALI. WALLS 0 CLOTHES HOOK PAINT DOOR I FRAME O REVISIONS: (J I t ^ J ••••J g 0 0 1 N <4 n Q 2 G J I- Q _J CC w z D w U W J I-- §g ce 512 cc • .° x .: I co re C) DATE: 1 04 -11-01 DRAWN BY: CO Of VICWILA CHECKED BY ea AppRa JOB: 01-302 J UN 12 2001 SHEET FITTING ROOM ELEVATION As WED V4' • I' -0'. '� [SRaG ,.CHIN SPECIFICATIONS DIVISION 1 - GENERAL REQUIR MENTS AND SCOPE OF WORK A5 NOTED BELOW, TENANT'S CONTRACTOR SHALL PROVIDE AND INSTALL AT ITS SOLE COST, ALL MATERIALS, EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE, IN GOOD AND WORKMANLIKE ORDER ALL WORK DESCRIBED HEREIN AND SHOWN N THE DRAWINGS ATTACHED HERETO AND INCORPORATED HEREIN. ALL COMPONENTS INSTALLED WITHIN THE PREMISED, WHETHER EXISTING OR TO BE CONSTRUCTED, MEET OR WILL MEET ALL CURRENT FIRE, HEALTH, SAFETY AND BUILDING CODES OF THE CITY, COUNTY AND STATE IN WHICH THE PREMISES ARE SITUATED AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT GUIDELINES (OSHA) GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO DEMOLISH AND REMOVE FROM PREMISES ALL EXISTING IMPROVEMENTS, FIXTURES, ETC, EXCEPT THOSE THAT ARE TO BE INCORPORATED N THE SCOPE OF WORK DER:NED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE TENANTS PROJECT MANAGER NAMED ABOVE, WHEN PORTIONS OF THE DEMOLITION WOULD AFFECT STRUCTURAL INTEGRITY OR COMPLIANCE WITH FIRE CODES(S) PROVIDE AND INSTALL BARRICADE(S) OR ENCLOSURE(5) IN ACCORDANCE WITH LANDLORDS CRITERIA CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR EXISTING AND RELOCATED LIGHT FIXTURES TO WORKING ORDER THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO RELAMPNG, REBALLASTNG OR REPLACEMENT OF ENTIRE LIGHT FIXTURE. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMITTAL. THE GENERAL CONTRACTOR SHALL PROVIDE A COPY OF THESE SPECIFICATIONS AND DRAWINGS TO EACH SUBCONTRACTOR PERFORMING THE WORK AND SHALL PROVIDE THE NAMES, ADDRESSES AND TELEPHONE NUMBERS OF EACH SUBCONTRACTOR TO TENANT. ALL COMPLETED WORK OR ADJACENT WDRK SHALL BE PROTECTED, ALL RUBBISH AND DEBRIS REMOVED AT COMPLETION OF THE WORK MD THE PREMISES WILL BE FINAL CLEANED AND DELIVERED TO THE TENANT READY FOR MERCHANDISE. ANY CHANGES, DEVIATIONS OR ALTERNATIVES TO THESE SPECFICATIONS MUST BE SUBMITTED, PRIOR TO INSTALLATIONS, TO TENANT FOR WRITTEN APPROVAL. IF DRAWINGS AND SFECIFICATIONS CONFLICT, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ABOVE NAMED PROJECT MANAGER FOR CLARIFICATION. THE CONTRACTOR HEREBY AGREES TO PROTECT, DEFEND AND INDEMNIFY AND SAVE HARMLESS THE TENANT AND /OR ARCHITECT AGAINST ANY LOSSES, COST OF ANY INJURY TO PERSON OR PROPERTY IN PERFORMANCE OF THIS CONTRACT. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND PROVIDE SERVICE FOR ALL WORK, MATERIALS, AND EQUIPMENT DONE UNDER THIS CONTRACT FOR A ONE YEAR PERIOD FROM THE DATE OF BUILDING COMPLETION. GENERA CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND PAY FOR ALL TEMPORARY FACILITIES SUCH AS ELECTRICAL, WATER TOILETS AND ANY OTHER SERVICE REQUIRED N THE PERFORMANCE OF THIS CONTRACT. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE WORK AND ACCESS TO THE TENANTS SPACE WITH THE MALL MANAGER LANDLORD'S TENANT COORDINATOR, LANDLORDS GENERAL CONTRACTOR OR OTHER DESIGNATED AGENT. GENERAL CONTRACTOR SHALL PROVIDE TENANT WITH A PAYMENT AND PERFORMANCE BOND IN THE STATUATORY FORM FOR THAT AMOUNT EQUAL TO 100% OF THE CONTRACT SUM. THE COST OF THIS BOND SHALL BE INCLUDED IN THE CONTRACT AMOUNT. VACANT SPACE, IF ANY, ADJACENT TO THE DEMISED PREMISES, SHALL BE SECURED WITH STOREFRONT, PLYWOOD, OR DOOR FRONT AND REAR TO PREVENT ENTRY BY UNAUTHORIZED FERSON(S). FIELD VERIFY EXISTING CONDITIONS. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR REPLACE, MODIFY, ETC.. IF REQUIRED. ITEMS PROVIDED BY TENANT: THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE BURNISHED BY TENANT AND ARE TO BE INSTALLED BY TENANTS GENERAL CONTRACTOR ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBILITY SCHEDULE SHEET± THE MATERIAL SCHEDULE SHEET* THE MECHANICAL AND ELECTRICAL SHEET. ALL TENANT MATERIAL ARRIVING AT THE PROJECT SITE AT ANYTIME DURNG THE SCHEDULED CONSTRUCTION PERIOD SHALL BE ACCEPTED BY THE TENANT'S GENERAL CONTRACTOR FAILURE TO DO SO SHALL RESULT IN BACKCHARGE OF, STORAGE AND ADDITIONAL DELIVERY COST TO THE TENANTS GENERAL CONTRACTOR IF THE TENANT'S GENERAL CONTRACTOR WISHES TO REVISE THE TENANT DELIVERY SCHEDULE, HE MAY DO SO AT THE TIME THE PROJECT IS AWARDED. PROCEDURES FOR RECEIVING FREIGHT AND FILING FREIGHT CLAIMS: STEP (- UPON DELIVERY OF FREIGHT, GENERAL CONTRACTOR SHALL PULL ALL PACKING SLIPS AND VERIFY THAT THE NUMBER OF CARTONS RECEIVED MATCHES THE NUMBER OF CARTONS SHIPPED, FER FREIGHT BILL. A. IF THE QUANTITIES MATCH, GENERAL CONTRACTOR SHALL NOTE ANT VISIBLE DAMAGE, OR SUSPECTED HIDDEN RAMAGE TO CARTONS OR PACKA 45 -BILL. TRUCK DRIVER SHALL CO -SIGN NOTATIONS AND DESIGNATE LOCAL PHONE NUMBER FOR DELIVERING TERMINAL AND NAME OF CONTACT FOR FILING A FR=IGHT CLAIM. B. F THERE IS A SHORTAGE ON THE DELIVERY, TRICK DRIVER SHALL CO -SIGN NOTED SHORTAGES ON THE FREIGHT BILL AND DESIGNATE LOCAL PHONE NUMBER FOR THE DELIVERING TERMINAL AND NAME OF CONTACT AT TERMINAL. • STEP 2- UPON DETERMINING MISSING OR DAMAGED ITEMS, CONTACT TENANT'S PROJECT MANAGER AND RELAY THE FOLLOWING: FREIGHT BILL NUMBER LIST OF DAMAGED OR SHORTED ITEMS, FREIGHT UB PHONE NUMBER AND CONTACT. . STEP 3- A. KEEP ALL DAMAGED ITEMS IN THEIR ORIGINAL PACKAGING. MOST FREIGHT LINES WILL EITHER REQUIRE INSPECTION OF DAMAGED ITEMS AND OR WILL PICK UP DAMAGED ITEMS FOR SALVAGE. CONTRACTOR SHALL COORDINATE ALL SUCH INSPECTIONS AND /OR SALVAGE PICK UP. B. RETURN NOTED FREIGHT BILLS TO TENANT'S PROJECT MANAGER THESE DOCUMENTS ARE ESSENTIAL TO THE CLAMS PROCESS. MISCELLANEOUS NOTE: HIDDEN DAMAGE IS DIFFICULT TO PROVE, REGARDING FREIGHT CLAIMS. A THET NORE, IF A SHIPMENT IS DELIVERED INTACT AND WITH NO VISIBLE DAMAGE, CARTONS OR PACKAGING, SHOULD BE OPENED (AT LEAST PARTIALLY) AND CONTENTS INSPECTED THOROUGHLY. FAILURE TO INSPECT FREIGHT AT DELIVERY, CONSTITUTES NEGLIGENCE AND ASSUMPTION OF LIABILITY FOR DAMAGED FREIGHT BY CONTRACTOR B. SHOULD CONTRACTOR OPT TO INSPECT FREIGHT AFTER DELIVERY, AND HIDDEN DAMAGE IS DISCOVERED, CONTRACTOR SHALL CONTACT LOCAL FREIGHT TERMINAL AND REQUEST INSPECTION OF DAMAGED SHIPMENT. THIS REQUEST MUST BE MADE N A TIMELY MANNER FREIGHT LINES USUALLY HONOR A CLAIM OF THIS NATURE, IF IT'S MADE WITHIN 10 TO 15 DAYS OF DELIVERY DATE. C. CONTRACTOR SHALL MAINTAIN (ON JOBSITE) A FREIGHT 'LOGBOOK' FOR THE PURPOSE OF RECORDING DELIVERY AND RECEIPT OF ALL OWNER FURNISHED ITEMS: CONTRACTOR SHALL KEEP ACCURATE AND COMPLETE RECORDS OF FREIGHT LOSS, DAMAGED AND OR SHORTAGES. F THESE BEFORE MENTIONED PROCEDURES ARE NOT EFFECTED, GADZOOKS SHALL BACKCHARGE CONTRACTOR FOR ITEMS THAT ARE REPLACED AND OR RESHIPPED. DAMAGED OR DEFECTIVE MATERIALS - ANY TENANT FURNISHED MATERIALS THAT ARE DEEMED TO BE DAMAGED/DEFECTIVE PRIOR TO DELIVERY OR ARE DAMAGED ON SITE MAY NEED TO BE RETURNED TO THE SUPPLYING VENDOR FOR CREDIT. IF A RETURN IS NECESSARY, IT WILL BE THE TENANT'S GENERAL CONTRACTOR RESPONSIBILITY TO PACKAGE AND RETURN THE ITEMS TO THE RESPECTIVE VENDOR IF THE DAMAGED/DEFECTIVE MATERIALS ARE NOT RETURNED PROMPTLY BY THE TENANT'S GENERAL CONTRACTOR AND A CREDIT IS NOT ISSUED TO THE TENANT BY THEIR VENDOR THEN THE GENERAL CONTRACTOR WILL BE BACKCHARGED FOR THE COST OF THE REPLACEMENT ITEM. DIVISION 3 - CONCRETE FLOOR STRUCTURE ON GRADE NEW FLOOR STRUCTURE SHALL BE PREPARED TO RECEIVE FLOORING MATERIAL BY REPAIRING DEPRESSIONS, CRACKS, JOINTS AND HOLES WITH LATEX BASE FLOOR STONE. DIVISION Fi - CARPENTRY LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT. FURNISH AND INSTALL ALL ROUGH AND FINISHED PLYWOOD, FURRING, SUPPORTS, ETC. FURNISH AND INSTALL ALL GROUNDS AND BLOCKING REQUIRED TO RECEIVE STORE FIXTURES, RESTROOM ACCESSORIES, FITTING ROOM HOOKS AND TELEVISION MONITOR SUPPORTS. ALL MATERIALS ABOVE THE CEILING SHALL BE NON - COMBUSTIBLE. ALL METAL STUDS SHALL BE 16' O.C., 20 GAUGE THICKNESS, UNLESS OTHERWISE NOTED. ALL SOFFIT AND STOREFRONT FRAMING TO ROOF STRUCTURE SHALL BE BRACED DIAGONALLY AS REQUIRED. DIVISION 8 - DOORS, GLASS, AND GLAZING, HARDWARE PROVIDE AND INSTALL ALL INTERIOR DOORS AS PER DOOR SCHEDULE COMPLETE WITH PASSAGE OR PRIVACY LOCKSET. PAINT ALL METAL DOORS AND MILLWORK PROVIDE 1 I/2 PR CHROME HINGES AT ALL DOORS. STOREFRONT GLASS: I/2' TEMPERED GLASS. NUMBER OF PIECES AS INDICATED ON DRAWINGS. ALL GLASS TO HAVE A 3/8' SPACE BETWEEN EACH PIECE AND AT EACH END. MIRRORS - 1/4' CLEAR PLATE GLASS INSTALLED WITH CONTINUOUS J -CLIP (4 SIDES) AND ADHESIVE RECOMMENDED BY MIRROR MANUFACTURER NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES, CORRECTIONS OR FURNISHING NECESSARY HARDWARE NOT LISTED HEREIN GLASS ENTRANCE DOORS ARE MANUFACTURED BY VISTAWALL AND SUPPLIED BY THE TENANT. DOORS ARE TO BE INSTALLED BY THE GENERAL CONTRACTOR DIVISION 9 - FINISHES: WALLS, ACOUSTIC, FLOORING AND PANTING LANDLORD SHALL PROVIDE AND INSTALL DEMISED STUDS IN ACCORDANCE WITH GOVERNING CODES WHICH SHALL EXTEND FROM FINISHED FLOOR TO ROOF DECK STRUCTURE. PROVIDE AND INSTALL 5/8' TYPE X GYPSUM BOARD ON DEMISED WALL(S) IN ACCORDANCE WITH GOVERNU' -G CODES AND LANDLORD CRITERIA. PROVIDE AND INSTALL ALL NON- BEARING PARTITION WALLS AT LOCATIONS SHOWN ON FLOOR PLAN WHICH SHALL CONFORM TO ABOVE REQUIREMENTS EXCEPT THAT IT MAY EXTEND ONLY 6 N. ABOVE FINISHED CEILING UNLESS NOTED OTHERWISE ON THE DRAWINGS, AND REQUIRES NO INSULATION. TENANT SHALL PROVIDE CARPET, AND/ OR EVERROLL MATERIAL, INCLUDING ADHESIVES t SEALERS. GENERAL CONTRACTOR SHALL INSTALL CARPET i4ND/ OR EVERROLL MATERIAL AND PROVIDE VINYL COMPOSITE TILE, MASTIC AND 4' RESILIENT BASE. INSTALLATION SHALL BE PERFORMED ONLY BY A QUALIFIED CARPET OR EvERROLL INSTALLER EXPERIENCED N INSTALLATION OF SPECIFIED MATERIAL. EVERROLL SHALL BE INSTALLED SIDEWALL TO SIDEWALL, FROM FRONT TO BACK. CARPET TILES ARE TO BE LAID OUT AS DIRECTED ON PLAN. PRIOR TO INSTALLATION ADHESIVE SHALL BE APPLIED USING A FULL SPREAD FINE KNAPP ROLLER ALL MINOR FLOOR IRREGULARITIES SHALL BE REPAIRED AND SURFACES.THROUGHLY CLEANEDREMOVING ALL DIRT AND GRIT. 4 COATS,OF TASKI OMBRA SEALER MUST BE APPLIED AFTER INSTALLATION AND ADHESIVE IS CURED.(NO SOONER AFTER 24 HOURS AFTER INSTALLATION) SEALER S FURNISHED BY TENANT. BY THE ADHESIVE MANUFACTURER') RECOMMENDATIONS. PROVIDE AND INSTALL WOOD INTERIOR WALL TRIM AT LOCATIONS SHOWN MOISTURE CONTENT OF WOOD WALL TRIM SHALL NOT EXCEED TWELVE (12) PERCENT OIL BASE PAINT AND FNISH ALL MILLWORK ALL STORE TRIM WORK IS TO PANT, GRADE HARDWOOD OR 1MDF MATERIAL. ALL SAW CUT EDGES ARE TO BE FINISH SANDED PRIOR TO PANTING. ALL TRIM' IS TO RECEIVE ONE FNISH COAT OF PANT PRIOR TO INSTALLATION. ALL NAIL HOLES ARE TO BE FILLED AND SANDED FLUSH PRIOR TO FINAL FINISH COAT OF PANT. CEILNG SHALL BE INSTALLED A6' SHOWN ON PLAN :UNLESS OTHERWISE APPROVED IN WRITING. INSTALLING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL AND MECHANICAL. CONTRACTORS ON JOSS SITE TO PROVIDE SUPPORT FOR LIGHT FIXTURES, GRILLES AND CEILING DIFFUSERS. WALL PANT IS LATEX DOOR TRIM AND BASE PAINT TO BE OIL -BASED PAINT. PROVIDE AND APPLY PRIMER ON ALL PARTS OF THE PROJECT. PROVIDE AND APPLY A MINIMUM OF TWO (2) COATS OF PANT TO ALL PARTS OF PROJECT, INCLUDING ALL WALLS IN SALES AREA,. STOCK ROOM AND RESTROOM, ALL WOOD TRIM AND DOORS, AND METAL DOORS AND FRAME. ALL PANTS SHALL BE APPLIED N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. FNISHED SURFACES SHALL BE FREE 1.7,11.1 ore is noIPA olnk.PA ulevya owl tau MAE^IGA Min VAQIATI/k JC. ,J RR! nos TEXTURE AND FINISH. THE INTENT IS PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE PROJECT WHETHER NOTED HEREIN OR NOT. IF SPECIFIED NUMBER OF COATS DOES NOT COVER SURFACES THOROUGHLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO APPLY MORE COATS. CONTRACTOR SHALL LEAVE ONE (I) QUART OR MORE OF EACH PANT FOR TOUCH -UP FOR TENANT. FURNISH AND INSTALL CEILING SYSTEM COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES. REFERENCE SHEET A -4. NO CEILING TILES ARE TO BE INSTALLED. SUSPENSION SYSTEM MUST ADEQUATELY SUPPORT LIGHTS, DIFFUSERS AND HANGING ACCESSORIES. (ONLY WHEN HANGNG CEILINGS ARE REQ'D.) ALL EQUIPMENT, WALLS, ROOF DECK, CONDUIT AND RELATED ACCESSORIES ABOVE THE SUSPENDED CEILING GRID MUST BE PAINTED AS SPECIFIED ON SHEET A -2. DIVISION 10 - SPECIALTIES GENERAL CONTRACTOR TO INSTALL THE FOLLOWING EQUIPMENT, OR EQUAL, N EACH RESTROOM. ONE (I) 18 IN. WIDE X 36 IN. (TALL) X 1/4' PLAT GLASS MIRROR BOBRICK NO. B -I65, ONE (I) MIAMI CAREY NO. 6011 PAPER HOLDER TENANT TO PROVIDE MIRROR t TOILET PAPER HOLDER TENANT DOES NOT SUPPLY PAPER TOWEL. HOLDER SALES FIXTURES AND CLOTHING STANDARDS - SUPPLIED BY TENANT, INSTALLED BY GENERAL CONTRACTOR ALL SIGNS EXCEPT H.C. SIGN SHALL BE PROVIDED AND INSTALLED BY THE TENANT, AND ELECTRICAL CONNECTIONS TO SIGNS MADE BY GENERAL CONTRACTOR WITH ELECTRICAL STUBS PROVIDED BY GENERAL CONTRACTOR GENERAL CONTRACTOR SHALL INSTALL EMERGENCY LIGHTING AND EXIT SIGNS WHICH MAY BE REQUIRED BY LOCAL CODE HO_ SIGN PROVIDED BY TENANT, INSTALLED BY G.C. PROVIDE AND INSTALL ONE (I) 10 POUND A.B.C. TYPE PORTABLE FIRE EXTNGUISHER =(OR A % REQUIRED BY CODE). FYR- FYTER, GENERAL, OR APPROVED EQUAL, COMPLETE WITH WALL HANGER INSTALL IN NON -SALES AREA AT LOCATION DETERMINED BY CODE_ GC. TO INSTALL (TENANT PROVIDES) HANDICAPPED HARDWARE AT ALL LOCATIONS SPECIFIED BY LOCAL CODE, IF REQUIRED. • DIVISION IS - MECHANICAL, 'L AND HVAC NEW HVAC SYSTEM. PROVIDE AND INSTALL HEATING AND AIR CONDITIONING WITH VENTILATION FOR THE ENTIRE PREMISES INCLUDING STOCK ROOM. AIR SUPPLY AND RETURN DUCTS SHALL BE CONCEALED BETWEEN FINISHED CEILING AND ROOF DECK PROVIDE TENANT WITH FIVE (5) YEAR WARRANTY ON AIR CONDITIONING COMPRESSORS, EXTENDED NINE (9) YEAR WARRANTY ON GAS FIRED HEAT EXCHANGERSOND ONE (I) YEAR WRITTEN WARRANTY ON COMPLETE INSTALLATIONS. • PROVIDE TENANT WITH OPERATING INSTRUCTIONS ON ALL EQUIPMENT. ALL NEW METAL SUPPLY AND RETURN AIR DUCTS SHALL BE INTERNALLY INSULATED WITH I', I -1/2 POUND DENSITY. MAT -FACED DUCT LINER APPLIED WITH 100% ADHESIVE COVERAGE ON PANELS GREATER THAN 12' O.C. ALL DUCT SIZES ON THE DRAWINGS ARE INSIDE DIMENSIONS, NOT INCLUDING INSULATION. MAIN AND BRANCH SUPPLY AIR DUCTS SHALL BE GALVANIZED SHEET METAL AS SHOWN ON PLANS. • INSTALL BARFiER- COLMAN 'AIRTURNS' OR EQUAL AT ALL ELBOWS OR RECTANGULAR DUCTS. INSTALL MANUAL BALANCING DAMPERS WHERE SHOWN ON THE DRAWINGS. MANUAL DAMPERS N RECTANGULAR DUCTS SHALL BE OF THE OPPOSED BLADE TYPE. HAND DAMPERS IN ROUND DUCTS SHALL BE OF THE (2) BEARING BUTTERFLY TYPE. INSTALL THERMOSTAT IN ACCORDANCE WITH LANDLORD'S CRITERIA AND GOVERNING CODES. ALL AUTOMATIC TEMPERATURE CONTROL DEVICES SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. THERMOSTAT SHALL BE LOW VOLTAGE TYPE WITH BLANK COVER LOCKING GUARD INSTALLED 5 FEET ABOVE FINISH FLOOR FINAL CONNECTIONS OF ALL AUTOMATIC CONTROL EQUIPMENT SHALL BE MADE UNDER THE SUPERVISION OF THE TEMPERATURE CONTROL MANUFACTURER'S REPRESENTATIVE. REFER NI FOR SPEC. ROOF PENETRATIONS SHALL BE MADE ONLY WY LANDLORDS AUTHORIZED ROOFING CONTRACTOR OR IN ACCORDANCE WITH MALL CRITERIA GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIAL REQUIRED TO INSTALL, RELOCATE, RAISE, LOUDER OR ADD SIPRINKLER DROPS AND HEADS TO ENSURE COMPLIANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL COORDINATE ALL REQUIRED WORK WITH THE CEILING, ELECTRICAL AND MECHANICAL SUBCONTRACTORS. ALL SPRINKLER WORK COST SHALL BE CONTRACTORS RESPONSIBILITY. FIRE PROTECTION - SPRINKLER HEED LAYOUT IS TO BE BASED ON THE MOST CURRENT 'NIFPA' STANDARDS, LOCAL BUILDING CODES, STATE FIRE MARSHALLS REQUIREMENTS, ALL AUTHORITIES HAVING JURISDICTION, AND SHALL CONFORM TO THE LANDLORD'S INSURANCE UNDERURITER'1 REQUIREMENTS. WHEN NO ACOUSTICAL CEILING IS USED IN THE STORE DESIGN, THE SPRINKLER HEADS WILL BE UPRIGHT TYPE HEADS. • WHEN AN ACOUSTICAL CEILING IS USED IN THE STORE DESIGN, THE SPRIINKLER HEADS WILL BE LOCATED AS REQUIRED BY THE CODES. WHEN IT IS REQUIRED THAT THE SPRINKLER HEADS BE INSTALLED AT THE ELEVATION OF THE CEILING GRID, THE HEADS MUST BE INSTALLED IN THE CENTER OF THE GRID CREWING. • SPRINKLER CONTRACTOR TO SUBMIT FOR APPROVAL TO THE OWNER LANDLORD AND ALL AUTHORITIES HAVING JURSDICTION: SPRINKLER SYSTEM SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, PRIOR TO THE COMMENCEMENT OF ANY SPRINKLER WORK ANY SPRINKLER' SHOP DRAWINGS OR OTHER CONSTRUCTION DRAWING APPROVALS BY THE LANDLORD'S INSURANCE UNDERWRITER ARE CONSIDERED PRELIMINARY AND ARE SUBJECT TO FINAL OVERALL APPROVAL FOR FIELD INSPECTION. SPRINKLER HEAD TEMPERATURE RATINGS ARE TO BE AS REQUIRED BY LANDLORDS INSURANCE UNDERWRITER AND ARE CONSIDERED PRELIMINARY AND SUBJECT TO CODE APPLIC 4TION. /CO 1 1 Ae TENANT'S GENERAL CONTRACTOR SHALL INFORM LANDLORD (24) TWENTY -FOUR HOURS PRIOR TO THE SHUTDOWN OF SPRINKLER SYSTEM FOR THE PURPOSE OF TYING INTO THE LANDLORD'S FIRE PROTECTION SYSTEM. ANY DRAIN DOWN OR RELATED FEES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AFTER THE AUTOMATIC SPRINKLER SYSTEM IS INSTALLED, IT SHALL BE INSPECTED AND TESTED BY THE SPRINKLER CONTRACTOR A WRITTEN REPORT OF SUCH INSPECTION AND TESTING SHALL BE SUBMITTED ON THE APPROPRIATE FORM PRESCRIBED BY OR ACCEPTABLE TO, THE STATE FIRE MARSHALL. ONE COPY OF SAID REPORT IS TO BE FURNISHED TO THE LANDLORD AND GADZOOKS. GENERAL CONTRACTOR IS TO NSTALL THE REQUIRED NUMBER OF INSPECTED AND APPROVED FIRE EXTINGUISHERS AS DIRECTED BY THE FIRE MARSHALL. DIVISION 16 - ELECTRICAL, LIGHT, POWER FIXTURES AND LIGHT DISTRIBUTION PANEL COMPLETE WITH NEW BOLT -ON REQUIREMENTS (TRANSFORMERS, DISCONNECT SWITCHES, ETC.) FOR MECHANICAL EQUIPMENT. ALL APPARATUS, EQUIPMENT, MATERIALS AND INSTALLATION SHALL CONFORM WITH THE NATIONAL ELECTRICAL MANIFACTURERS ASSOCIATION (NEMA). UNDERWRITERS LABORATORIES, INC. (UL) AND THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AND LANDLORDS CRITERIA PROVIDE AND INSTALL PROPERLY SIZED ELECTRICAL CONDUIT FROM LANDLORD'S DESIGNATED DISTRIBUTION PANEL TO TENANT'S DEMISED PREMISES. PROVIDE AND INSTALL FIXTURES, LIGHTS AND CONTROLS FOR INTERIOR LIGHTING IN SALES STOCKROOM AND RES'ROOM(SA PER DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERFY THE AVAILABILITY OF THE ELECTRICAL SERVICE AS SHORN ON THE DRAWINGS. ANY DISCREPANCY BETWEENI THE ELECTRICAL SERVICE SHOWN ON THE DRAWINGS AND ACTUAL ON SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT PRIOR TO THE SIGNING OF THE CONSTRUCTION CONTRACTS. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE MD FULLY ACQUAINT HIMSELF WITH JOB CONDITIONS AND REQUIREMENTS. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL ELECTRICAL CODES. MOUNT ALL LIGHT SWITCHES AT 3' -6' ABOVE FLOOR MOUNT ALL WALL RECEPTACLES AT I8' ABOVE FLOOR, UNLESS NOTED OTHERWISE. COVER PLATES SHALL BE CHROME COLOR, DUPLEXES TO BE IVORY. INSTALL NO MORE THAN FOUR (4) 90 DEGREE BENDS IN ANY CONDUIT RUN BETWEEN JUNCTION OR PULL BOXES. ALL CIRCUITS TO HAVE COPPER WIRE. ALUMINUM OR COPPER CLAD WIRE WILL NOT BE ACCEPTED. CONDUIT IS NOT ACCEPTABLE AS A GROUND. NIGHT LIGHT. WIRE FIXTURES ON SEPARATE CIRCUIT TO PANEL PER ELECTRICAL LIGHTING PLAN. RESTROOM(S). CEILING MOUNTED, COMBINATION INCANDESCENT AND VENTILATION FAN PER LOCAL CODE, SWITCHED INSIDE RESTROOM DOOR NUTONE MODEL 8613 -P OR EQUAL PROVIDED BY TENANT. EMERGENCY LIGHTING. PROVIDE AND INSTALL ALL ILLUMINATED EXIT LIGHTS, EMERGENCY LIGHT PACKS, AND SMOKE DETECTORS AT LOCATION SPECIFIED PER LOCAL CODE, IF REQUIrRD. E .., (/) PROVIDE AND INSTALL ONE (I) SEPARATE 20 AMP CIRCUIT, WIRING AND JUNCTION ] Z BOXES WITH SWITCHES, FOR EACH SIGN TRANSFORMER WHICH SHALL BE INSTALLED B - TENANT, AND WIRED BY CONTRACTOR USING :EXISTING IF POSSIBLE. SEE E -I SHEET. d CONVENIENCE OUTLETS. PROVIDE AND INSTALL DUPLEX OUTLETS ON SALES AREA Rs Q AND STOCKROOM WALLS AS SHOWN ON PLANS. tig Q E = W ALL DISCONNECT SWITCHES SHALL BE HORSEPOWER RATED FOR THE CONNECTED TO THE SWITCH. MOTOR EACH ELECTRICAL PANEL SHALL HAVE A TYPEWRITTEN SCHEDULE OF CIRCUITS IN BACK OF PANEL BOARD. PROVIDE AND INSTALL 'TM' TELEPHONE TERMINAL BOX WITH SCREW COVER CONTRACTOR TO PROVIDE ALL NECESSARY CONDUIT, WIRING, PULL WIRE, ETC., FOR THE INSTALLATION OF TWO SENSORIATIC VANDALISM EQUIPMENT. J -BOX MOUNTED BEHIND BULKHEAD FOR CONNECTION TO SIGN. SIGN CIRCUT SHALL BE CONTROLLED BY A 1- DAY TIME CLOCK (FURNISHED BY GC) LOCATED ADJACENT TO ELECTRICAL PANEL(S). FINAL CONVECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR GENERAL NOTES THE INFORMATION CONTAINED IN THIS DRAWING WAS COMPILED FROM CONSTRUCTION DOCUMENTS. FIELD OBSERVATIONS ON INFORMATION FURNISHED BY THE OWNER'S REPRESENTATIVE AS DESCRIBING ACCURATELY THE EXISTING METHODS AND MATERIAL OF THE ORIGINAL CONSTRUCTION. ALL WORK SHALL BE DONE ACCORDING TO ALL PREVAILING LOCAL AND STATE CODES HAVING JURISDICTION OVER THE BUILDING SITE. GENERAL CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS TO TENANT'S PROJECT MANAGER BEFORE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NECESSARY INSPECTIONS AND APPROVALS REQUIRED FOR THE OWNER'S OCCUPANCY AND USE OF THE STORE AREAS. GENERAL CONTRACTOR SHALL SUBMIT A MARKED UP SET OF DRAWINGS SHOWING ALL 'AS BUILT' CONDITIONS' IMPLEMENTED DURING CONSTRUCTION WORK TO THIS OFFICE. - LIST CF ALL SUBCONTRACTORS - CONSTRUCTION SCHEDULE CERTIFICATE OF INSURANCE - PAINT SAMPLES - MIRROR SAMPLE - HARDWARE SPECIFICATIONS TILE SAMPLES - CA 0 06.0 Ju% 12 201 REVISIONS: J — J • CC V N w I S Z Q �. W C 8E ta. 3 I DATE: 04 -11.01 DRAWN BY: DC CHECKED BY: SQ JOB: 01 MEET: PLUMBING L TENANTS PLUMBING SHALL NOT BE CHASED OR CUT INTO OR THROUGH THE DEMISING WALLS (SEPARATING TENANT'S LEASE SPACE FROM ADJONINLG TENANT SPACES, ETC) OR EXTERIOR WALLS. 2. VENTS SHALL NOT BE LOCATED WITHIN 25'0' OF AN EXTERIOR WALL ROOF FLASHING SLEEVES MUST BE INSTALLED AB PER LANDLORD REQUIREMENTS. (ExISTING VENT) 3. LANDLORD FURNISHED SANITARY OUTLET BELOW SLAB= LOCATION SHOWN ON PLUMBNG SHEETS. 4. LANDLORD INSTALLED COLD WATER LINE: LOCATION SHOILN ON PLUMBING SHEETS. 5. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS N THE FIELD AND REPORT ALL DISCREPANCIES TO THE TENANT'S REPRESENTATIVE. 6. ALL TOILET AREAS ARE TO HAVE I EACH 6 GALLON ELECTRIC U14TER NEATER (110 DEGREES F) PROVIDED BY THE CONTRACTOR �. HOT/COLD WATER PIPING AND WASTE LINE BELOW LAVATORY SHALL BE INSULATED AS REQUIRED BY LOCAL CODE. 8. ALL PIPE - INSULATION SHALL BE NONCOMBUSTIBLE MATERIALS AS REQUIRED BY LOCAL CODE- 9. WATER METER IF REQUIRED SHALL HAVE SHUT -OFF VALVES ON BOTH SIDES OF METER 0. GAS LINES AND REFRIGERATION LINES CN RCGF SHALL BE SUPPORTED BY TREATED WOOD BLOCKS ON ROOF PADS BY LANDLORD. ROUTING OF L'.6 SHALL BE COORDINATED WITH LANDLORD'S PROJECT MANAGER II. FOR ADDITIONAL PLUMBING INFOR1ATIO, REFER TO SPECIFICATIONS AND DETAILS ON PLUMBING DRAWINGS. I2. FIXTURES A WATER CLOSET - AMERICAN STANDARD - CADEt ELONGATED WATER SAVER 2168118 (15 GPM) OLSENI7E '95 SEAT, WHITE OPEN FRONT. SHALL MEET ADA STANDARDS. INCLUDE ALL FITTINGS, VALVES AND SUPPLIES 48 REQUIRED. FLUSH VALVE MTD. ON WIDE SIDE. B. LAVATORY: AMERICAN STANDARD WHEELCHAIR PATIENTS LAVATORY 9149013 1.11/7238J29 HERITAGE LAVATORY 72305 DRAIN ASSEMBLY, I- s' TRAP, INSTALL HAIR INTERCEPTOR AT DRAIN, SHALL MEET ADA. STANDARDS. PROVIDE WHEELCHAIR INSULATION kIT. C. FLOOR DRAIN: TYLER OR MILWAUKEE CAST IRON DRAIN WITH NICKEL- BRONZE ADJUSTABLE STRAINER ASIDE CAULK OUTLET, CLAMPRG DEUCE, AND CONCEALED CLEANIOUT. DEEP SEAL TRAP AND TRAP PRIMER REQUIRED. D. WATER HEATER - LOCHNVAR •JRC006E, 6 GALLON, 120 VOLT, SINGLE PHASE, B AMPS WITH 54F VALVE. C. SERVICE SINK CRANE (OR EQUAL) NORWICH I14-195 WALL HUNG FIXTURE MADE OF VITREOUS CHINA WITH INTEGRAL BACK UNIT SHALL HAVE AN OVERALL DIMENSION OF 18' .X 15'. INSTAL A CRANE CH -6021 DIAL -ESE SUPPLY FITTING WITH AERATOR FAUCET WITH POP - UP DRAIN (CHROME). INCLUDE ADJUSTABLE 'P' TRAP. 13. MATERIALS • 4 SANITARY SELLER - CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE CAST IRON. VENTS TWO (2') INCHES N SIZE AND SMALLER MAY BE EITHER SCHEDULE 40 GALVANIZED STEEL OR COPPER PIPING B. DOMESTIC WATER AND HOT WATER PIPING SHALL BE COPPER TYPE WITH WROUGHT COPPER FITTINGS. ALL 140T WATER PIPING SHALL BE INSULATED WITH ARMAFLEX OR EQUIVALENT INSULATING TO A THIC'Cdw I'. C. GAS PIPING SHALL BE BLACK STEEL SCHEDULE 40 11115H SCREWED FITTINGS. D. CHILLED (WATER SUPPLY AND RETURN PIPING SHALL BE GALVANIZED STEEL PIPE (STANDARD WALL) OR TYPE M' HARD COFFER TUBING ALL PIPING SHALL BE INSULATED WITH 1' THICK OVENS CORNING FIBEFYGL45S 25 ASJ/SSL OR EQUAL. 14. MAKING UP PIPE A. SCREWED PIPE SHALL BE MADE WITH PIPE COMPOUND APPLIED TO THE MALE TI-READ WITH NOT MORE 15414 541 THREADS LEFT EXP08ED. PIPE SHALL BE REAMED AFTER THREADING. H. BELOW GRADE SANITARY PIPE SHALL BE CAST 'RCN AND SHALL BE MADE UP 51114 ONE THIRD OF THE NUB CAULKED WITH FIRST QUALITY OAKUM, AND THE REMAINDER FILLED WITH FIRST CAJALITY CAULKING AT ONE POURING AND CAULKED TIGHT. C. COPPER JOINTS SHALL BE MADE UP WITH 95 -5 SOLDER 15. HANGERS AND SUPPORTS HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10'0' 113714 SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE NO. 199, OR GRINUELL NO. 104. VERTICAL PIPING SH4L1- BE SUPPORTED EY MEAN. GF DROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH HANGER RODS. 16. CLEANOUTB CLEA50515 SMALL BE MANUFACTURED BY TYLER MILWAUKEE, OR EQUAL AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS CF ALL WASTE AND SEWER LINES A9 CALLED FOR ON THE DRAWINGS AND AS REQUIRED ISY LOCAL CODES. ALL CLEANOUTS SHALL BE BROIKd5T TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH 51FFICIENT SPACE FOR ROM). . HEATING, VENTILATING AND AIR CONDITIONING 1. ALL fEATING, VENTILATING AND AIR CONDITIONING SYSTEMS MUST BE DESIGNED AND INSTALLED IN CONFORMANCE WITH 514E STATE AND LOCAL BUILDING CODES, LOCAL FIRE DEPARTMENT REGULATIONS, AND 514E LATEST EDITION OF .MAGNA AND A5HRAE STANDARDS. 2. DUCTWORK AND ALL OTHER 14V.A0 CONSTRICTION MUST BE DESIGNED TO CLEAR ANY NTER10R ROOF LEADERS, DOWNSPOUTS, GAB LINER, OR OTHER EXISTING CONSTRUCTION THAT OCCURS IN TENANT'S LEASED SPACE. 3. EXHAUST DUCT, PLUMBING VENTS AND FLUES 5H4LL HOT BE LOCATED WT14IN 10' -0 OF ANY EXTERIOR WALL UEREVER POSSIBLE, EXHAUSTS SHALL BE 4 MINIMUM OF 20' -0' FR011 ANY FRESH AIR WAKES FOR -540 EQUIPMENTS NOTE THAT 51410 LIMIT AL50 APPLIES TO 01614504 54144EN 4DJOINITG TEN4555 ROOF WORK, THAT SUCH COORDNATCN MUST BE DOE 114ROIGH4 THE LANDLORDS REPRESENTATIVE. 4. ALL ROOF WORK 51-ALL BE COORDINATED WTH THE LANDLORD'S FIELD REPRESENTATIVE TIE 14VAC CCNTRA05OR 15 REQUIRED TO USE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOF WORK THE HVAC CONTRACTOR SHALL INCLUDE THE COST OF SAME N NIS BID. 5. 1 vAC CONTRACTOR WILL PROVIDE PERMANENT IDENTIFICATION OF THE STORE NAME ON R00F TOP EQUIPMENT FOR THE CONVENIENCE OF MAINTENANCE AND REPAIR WORK ALL NEW ROOFTOP EQUIPMENT SHALL BE PAINTED AS PER LANDLORD REQUIREMENTS. 6. 14540 CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PER11T8 AND INSPECTIONS AS REQUIRED FOR 71416 PORTION OF THE WORK HVAC CONTRACTOR SHALL VISIT 114E SITE TO DETERMINE THE FULL EXTENT OF HIS WORD ANY DISCREPANCIES 1.1.11T14 PLANS TO BE REPORTED 10 TENANT'S REPRESENTATIVE PRIOR TO THE 8145188104 OF A BID. 8. ALL NEW MATERIALS EQUIPMENT AND WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING DATE OF ACCEPTANCE BY TENANT, EXCEPT 8-EIRE 4 LONGER WARRANTY PERIOD 15 PROVIDED BY THE MAN44015 ERB OF E4IIPMETIT OR COMPONENTS. 9 PRIOR TO THE START UP OF 14,40 SYSTEM, 1 -5 IV4C CONTRACTOR SHALL CLEAN ALL DUCTLL 54 AND EQUIPMENT TO REMOVE ANY DIRT, RU135151-1 OR DEBRIS. 10. THE COMPLETE 14VAC SYSTEM SHALL BE TESTED AND BALANCED BY THE 1-1VAC CONTRACTOR TO INSURE PROPER AIR FLOW TO ALL AREAS. THE GENERAL CONTRACTOR SHALL CONTRACT WITH AN INDEPENDENT TESTING 45540IATICN TO VERIFY ALL AIR 400111 A COPY SHALL BE FURNISHED TO THE TENANT. REPORT SHALL INCLUDE MN51-1- OUTSIDE AIR CFM READING 8UBMNT COPT' OF REPORT TO LANDLORD. 1 ALL ROOF TOP EQUIPMENT SHALL BE CONVEYED VIA'A RUNWAY 50`tUOOD SHEETS 2' x 10' RINE. AND A RIBBER TIRE CO.VEY4NCE VEHICLE AND /0R A8 APPROVED BY LANDLORD TIE HVAC CONTRACTOR 18 RESPONSIBLE TO VERIFY APPROVED METHOD AND INCLUDE 4418 N 1418 BID. 12. SPLASH PANS OR BLOCKS ARE REQUIRED ON THE ROOF AT ALL ROOF TOP UNIT CONDENSATES, OR AS DIRECTED BY LANDLORD- B. FOR ADDITIONAL HVAC E-FOR1ATION REFER TO MECHANICAL DETAILS AND DRAWINGS. 14. ALL DUCT W1050 54-IALL BE METAL. FIBERGLASS SHALL NOT BE USED IN 4NY SITUATION REFER TO NOTE I8. 5. HANGERS AND SUPPORTS 4 ALL HORIZONTAL DUCTS HAVING A DIMENSION CF 40 INCHES AND LESS SHALL BE SUPPORTED BY 1EAN8 OF BAND IRON HANGERS OF NO. 18 US. GAUGE ATTACHED TO THE DUCT BY MEANS OF RIVETS, SCREWS, OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR OTHER MEANS. E4GH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED WITH 1 -1/4' X 1 -1/4' X I/4' ANGLES 11. THEY PASS TFIROIJGN THE FLOOR LINES. B. ALL HORIZONTAL DUCTS 1445ING 4 DIMENSION OF 40 INCHES AND MORE SHALL BE SUPPORTED BY MEANS CF ANGLE IRON TRAPEZE 444N4ER5. EACH SECTION OF DUCTWORK SHALL NAVE AT LEAST C. PAIR OF SUPPORTS. I6. FLASHING A CONTRACTOR WILL PROVIDE WATER TIGHT 24 GAUGE SHEET METAL FLASHING AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. B. ALL OUTING OF ROOF OPENINGS, SUPPORTS FOR THE ROOF OPENINGS, PITCH PANS, ROOF CURBS, RA8441NG9, COUNTER FLA8HNG9, REPAIR TO ROOF, ETC, ASSOCIATED WITH 14vAC SUBCONTRACTOR SHALL BE THE RESPONSIBILITY OF NvAC CONTRACTOR HE SHALL EMPLOY LANDLORD'S ROOFERS FOR TI-115 WOR< SO AS TO MAINTAIN LANDLORD'S ROOF BOND. M. TOILET EXHAUST SHALL NAVE BACKDRAFT DAMPER 18. 050550R< (PROVIDE R -VALUE PER FLA. ENERGY CODE (VERIFY) 4 SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRICTED OF NEW GALVAN1ZED PRIME SHEET STEEL CF THE FOLLOWING wl r�9: DUCT SIZE 12' AND LESS B' TO 30' 31' TO 54' 55" TO 04• 88' AND OVER NO. 26 US. NO. 24 US. NO. 22 U.S. NO. 20 U.S. NO. IS U.S. B. 8Q/4w AND RECTANGULAR DUCTWORK SHALL BE CONSTRICTED A8 FOLLOW. DUCT SIZE METHOD IT AND LEES S' AND DRIVE CLEATS 18' TO 30' I' 554440 G SEAMS ON 1'0 CENTERS 31' TO 54' I -I/4' STANDING SEAMS ON 3 CENTERS ROUND DUCTWORK SHALL BE CONSTRICTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL OF THE FOLLOWING Q$AUGES: DUCT 5154 (DIAMETEW DUCTS FITTING 8' AND LESS 9' TO 5' 19'7030' 24 22 20 22 20 18 ALL 90 ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH LOCKS. JONTS 514ALL BE SWAGGED WITH ON -HALF 1NC14 (V2') OVERLAP. C. ALL DUC151.054 SHALL BE MADE AIR TIGHT 51TH AND PRESSURE SENSITIVE TAPE. 0. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK LOCATED WITHIN THE BUILDING SHALL BE INSULATED WITH ONE Mp ONE -HALF (1- 12' THICK FOIL -FACED FIBERGLASS INSULATION. E. ALSO SUPPLY AND RETURN, AIR DUCTS LOCATED OUTSIDE OF BUILDING OR EXPOSED TO WEATHER SHALL HAVE 0INE AND ONE - HALF NCH (1 -1/29 RIGID INSULATION ON INTERIOR OF DUCT. F. CONTRACTOR WILL INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH LEAD TO OR ARE OUTDOORS. N8ECT SCREENS SHALL HAVE REMOVABLE GA 4414(ED STEEL FRAMES. 19 DAMPERS • 4 SPLITTER DAMPERS WALL BE FABRICATED OF SHEET STEEL NOT LESS THAN NIO. 16 U.S. GAUGE 151714 THE LEADING EDGE HEMMED. EACH DAMPER SHALL BE LARGE ENOUGH TO COVER 714E SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED 48 FOLLOWS: EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO YOW s REGULATOR NO. I WITH DAMPER 500 END BEARINGS ON OPPOSITE END. CONCEALED OR INACCESSIBLE DUCTWORK - LOCKING QUADRANT EQUAL TO 70UNG REGULATOR 140. 35 (CNROMIUM1 PLATED WITH DAMPER ROD END BEARINGS ON BOTH1 ENDS). B. VOLI4'E DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS MANUFACTURED BY AMERICAN FOUNDRY AND F IR4ACE8 CO. (AFFCO) OR EQUAL. BLADES SHALL BE OF NO. IL GAUGE SHEET METAL AND SHALL NOT EXCEED 48' IN LENGTH OR TA' IN WID1114. BLADES SHALL BE CN ONE -HALF INCH (12') DIAMETER. RUSTPROOF AXLE. BEARINGS 5444LL BE OF THE SELF- LUBRICATING FERRULE TYPE C. DOUBLE TII00450 TURNING VANES SHALL BE IN SQUARE 4000)10. PROVIDE AND INSTALL BARBER- COLMAN AIRTIME. 8 CR EQUAL. 7LWRNING VANES SHALL BE OF TIE SAME 14444 F PETAL AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTERLINE RADIUS OF ONE AND ONE -HALF (1 4129 TIMES THE DUCT WIDTH. 20. DUCTWORK - EXCEPTIONS DUC1140R4 FOR 4XI4AU5TRG AIR OR OUTSIDE 811PPLY 41R SHALL BE ALL METAL AND CONSTRUCTION ACCORDING TO RECOMMENDED PRACTICES AS FOND IN THE LATEST I8BIE OF 481-IRAE. 21. SUPPORT OF DUCT SYSTEM DUCTWORK SHALL BE SUPPORTED AT ALL TUR45 AND TRANSITIONS PLUS NOT MORE THAN 8' -0 GC. FOR STRAIGHT DUCTS UP TO 35 TO 59' MAXIMUM DIMENSIONS, 6' OC. AND DUCTS OVER 60' 5ANNIIM DIMENSION, 4' OC. HANGER DESIGN SHALL BE AS DESCRIBED N THE LATEST EDITION OF THE 1 9MAC44• MANUAL REINFORCEMENT MEMBERS MAY 8E USED TO SUPPORT THE DUCT SYSTEM P415510 D DETAILS OUTLINED N THE AFOREMENTIONED DOCUMENTS ARE ADHERED TO. 22. REINFORCEMENT ALL DUCTS REQUIRING REINFORCEMENT 514ALL BE REINFORCED ACCORDING TO THE LATEST EDITION OF '854CNA' MANUAL A8 OUTLINED ON PACES 8 AND 9 OF THE MANUAL. MATERIALS FOR RE:FORCE:ET4T MEMBERS SHALL BE GALVANIZED STEEL. ALL SCREWS AND 1.451-ER8 SHALL BE PLATED OR GALVANIZED. 23. ACCESSORY ITEMS ALL MANUAL DAMPERS FIRE DAMPERS, 1UR445.0 VANES, RE5185ER CONNECTIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES 5144LL BE INSTALLED ACCORDING TO THE LATEST PUBLICATION CF '541404_4' MANUAL. 24. PIPIRY. A PIPING AND FITINGS SHALL BE OF THE UEIGHT8 AND TYPES 8140(114 ON TIE DRAWINGS. SIZES SHOW ON THE DRAWNG8 ARE NOMINAL PIPE SIZES. B. ALL PIPES SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH, 114E PROPER PITCH. C. ALL PIPING 814ALL BE 158410ED AND POUNDED TO REMOVE ANY FOREIGN MATTER PRESENT AND SHALL BE SWABBED F NECESSARY. D. REFRIGERANT PIPING SHALL BE COPPER TYPE 'L' WITH U10U04-I1 COPPER FITTINGS. JOINTS SHALL BE MADE U8'G 51LF08 OR 95 -5 SOLDER 4. REFRIGERANT SUCTION LNES SHALL BE INSULATED WITH ONE INCH (I') THICK IN5 LATICT. PROVIDE A CONTINUOUS VAPOR SEAL. 25. ALL DUCT WO R< SHALL BE PULLED AS TIGHT 45 POSSIBLE 4G4N8T MALL JOIST. ELECTRICAL 1 FOR ADDITIONAL ELECTRIC 'FORMATION SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. ELECTRICAL CONTRACTOR TO PROVIDE ALL BREAKERS TO BE BOLT DOW TYPE. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE IN AN EMPTI' CONDUIT FOR TELEPHONE OR 49 REQUIRED BY LOCAL PHId COMPANY. 4. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WIRING OF THE INTERLOCK SWI /CH AND ALL CONTROLS FOR MOTORIZED OVERHEAD GRILLE. 8. THE ELECTRICAL CONTRACTOR SHALL 114050.18-05 FAMILIARZE HIMSELF WITH THE PLANS (ARCHITECTURAL, MPE, LANDLORD DRAWINGS AND DETAILS, ETC) AND SHALL VERIFY EXISTING CONDITIONS AT TIE JOB 917E 6. ENTIRE 5487ALL4TION SHALL BE PREPARED IN A FIRST -CLASS WORKMANLIKE 1145ER THE COMPLETED SYSTEMS SHALL BE RILL, OPERATIONAL. ACCEPTANCE BY OI4€R 5 44LL BE A CGNDITON4 OF THE CONTRACT. ALL WORK 514ALL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES OR DISPUTES AMC. RESPECTIVE TRADES. • 1. ALL NEW MATERIALS, 40R14'RAN51IP, AND EOUIFMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER SYSTEM ACCEPTANCE. 8. ALL WIRING SHALL >SE IN CONDUIT AS REQUIRED BY LOCAL CODE AND SHALL BE CONCEALED WERE POSSIBLE. WERE EXPOSED, RN IN STRAIGHT. LINES PARALLEL AID /OR PERPENDICULAR TO BUILDING LINES. 9. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL MISCELLANEOUS ITE1-15 REQUIRED 10 COMP/854 THE WORK. 10. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS FORDIMENSIONS BUT SHALL CONTACT THE OWNERS REPRESENTATIVE REGARD!. ANY DIMENSIONAL DATA :REQUIRED AND SHALL VERIFY EXACT LOCATION AND MOUNTING, HE4HT9 OF ALL FIXTURES, NOT SPEC6IED O4 054141IG8 OR DETAILS 51114 TENANT'S REPRESENTATIVE PRIOR TO 445TALL4TICN. 11. ELECTRICAL CONTRACTOR SHALL FUR41814 AND INSTAL ALL FIXTURES, LAMPS AND REPLACEMENTS 4054 THAT ARE NOT INDICATED ON DRAWINGS OR R4RNIS ED BY TENANT. TENANT TYPICALLY 81PPLIE8 ALL LIGHTING FIXTURES, XIT SIGNS AND LAMPS. REFER TO ELECTRICAL 01441/ -05 AND SC1NJLE5. ALL SUCH INSTALLATIONS AND HOOK -UPS ARE BY ELECTRICAL CONTRACTOR. 12. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO IN8TALL OR REMOVE AND REPLACE AS 14ECE554RY ALL DAMAGED LIGHT FIXTURES LENSES, LOUVERS, BAFFLER, HOUSINGS ETC, RECEIVED ON JOB N DAMAGED OR DEFECTIVE CONDITION, WITH REPLACEMENT WITS. 13. THE ELECTRICAL CONTRACTOR'S CONTRACT, ALONG WITH 5444 PREVIOUS LISTED ITEMS, 514ALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: WIRING, PANEL BOXES, TRA59FOR'ERB, SWITCHES, DUPLEX RECEPTACLES, SIGN TIM CLOCK, JUNCTION BOXES, AND LABOR 14. ELECTRICAL CONTRACTOR I8 RESPONSIBLE TO PROVIDE ANY AND ALL ITEMS NECESSARY 10 COMPLETE 11415 PROJECT AS 054151. 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND WIRING IN ACCEPTANCE WITH LANDLORD'S DESIGN CRITERIA. 16. ELECTRICAL CONTRACTOR TO PROVIDE CIRCUIT 'LOCK -ON' CLIPS AND INSTALL SAME ON THE FOLLOWING CIRCUITS: - 0.481-4 -11 4P RECEPTACLES - WATER HEATER - STOREFRONT SIGN TIME CLOCK NIGHT/EMERGENCY LIGHTING CIRCUIT FROM LANDLORD PANEL - 014. GRILLE 4V40 EQUIPMENT - PHONE TRANSFORMER - 9E14801;11ATIC 5. 40U1PMENNT IDENTIFICATION A IDENTIFY ALL EQUIPMENT. AND APPARATUS 411114 ENGRAVED BAKELITE NAMEPLATE OR IMPRESSED, PLASTIC, STRIP. REFER TO NOTE 22. 18. ELECTRICAL CONTRACTOR SHALL BALANCE 11E LOADS ACROSS ALL 514 8E8 AND SHALL, PROVIDE A CIRCUIT DIRECTORY WITH TYPED CIRCUIT DESIGNATION CARD UNDER PLASTIC COVER ON THE INSIDE OF E4CI -I PANEL DOOR ELECTRICAL CONTRACTOR SHALL 4180 FIR41841 AND INSTALL NAMEPLATE ON ALL DISCONNECT 5WITC4448 AND PANELS. ALL NEW ELECTRICAL MATERI41_5, PRODUCTS AND EQUIPMENT (INCLUDING ALL COMPONENTS THEREOF) SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL AND MEET THE APPROPRIATE 48711, NEC AND NEM4 STANDARDS. 19. ONLY UL. APPROVED CUT-OUTS WILL BE PERMITTED N DEMISING AND OTHER FIRE RATED PARTITIONS FOR ELECTRICAL CIRLUITS/SWITCHE5. AND FOR ALL UTILITY PENETRATIONS. 20. 5IE ELECTRICAL CONTRACTOR I8 RESPONSIBLE TO PROVIDE A TEMPORARY LIGHTING AND POWER SYSTEM FOR THE WORK OF ALL TRADES DURING CONSTRICTION, AND SHALL REMOVE THE SAME PRIOR TO THE COMPLETION OF TIE PROJECT. 21 TENANT'S ELECTRCAL CONTRACTOR SHALL BE REQUIRED TO PROVIDE TEMPORARY POWER WITH GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED IN 1448 PREMISES AND &HALL REMOVE THE SAME PRIOR TO THE COMPLETION OF THE PROJECT. 22. ELECTRICAL WORK (RECESSED DUPLEX OUTLETS, ETC) 18 ALLOWED N THE DIVIDING. PARTITIONS BETWEEN TENANTS WERE (1) 50 WORK CONFLICTS WITH OR DAMAGES WCRdK PREVIOUSLY INSTALLED BY AN ADJOINING TENANT, AND (2) 00DE8 AND BUILDING DEPARTMENT DO NOT RESTRICT FMROP09ED WORK 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL BLOCKING, CHAINS, HANGERS, ETC, AS NECESSARY TO SUPPORT LIGHTING SYSTEMS. 24. BUZZERS /CI- IIMES/PUSW BUTTONS 4 BUZZERS, 0141ME8, AND PUSH BUTTONS SHALL BE EQUAL. TO .71400E MANIFAC1URED BY EDWARDB AND SHALL. OPERATE FROM A. 24 VOLT TRAN4605 ON THE STOCKROOM RECEPTACLE CIRCUIT. B. WEN USED IN AN EXTERIOR CONDITION, THE P.14 BUTTON SHALL MEET NEM4 STANDARDS FOR EXTERIOR OPERATION. C. 0445145 AND BUZZERS 8HALL BE MOUNTED ABOVE 7444 CEI01NG GRID. D. SIGNAL CONDUCTORS WIRING FOR ANNUNCIATOR DEVICES AND BETWEEN MULTIPLE DEVICES AND THEIR ACTIVATORS, SHALL BE ROUTED AND SHIELDED ACCORDING TO PREVAIL'. ORDINANCES. 25. 51=TACLE8 4 ALL CONVENIENCE DUPLEX RECEPTACLES' SWITCH PLATES SHALL BE LOCATED 18• AF.F. UNLESS OTHERWISE NOTED ON PLANS. B. GROUND FAULT INTERRUPTER RECEPTACLES SHALL BE AS FOLLOWS: L FOR INTERI05 APPLICATIONS: INSTALL GFI RECEPTACLE DESIGNED TO TRIP AT 5 MA N 1(30114 OF A SECOND RATED AT 15/40204 WITH FACE AND STAINLESS LTEEL COVER PLATE AS MANUFACTURED BY PASS AND SEYMOUR OR EQUAL 2. FOR EXTEROR APPLICATIONS, NST4LL GF1 RECEPTACLE AS DESIGNED FOR TRIP AND RATING ABOVE RECEPTACLE SHALL BE MOUNTED N A BOX RATED T EMA 3t1 AND SHALL COVER PLATE AS MANUFACTURED BY PASS A.r. SEYMOUR OR EQUAL. C. NO CONVENIENCE DUPLEX RECEPTACLES SHALL BE LOCATED ON CERAMIC TILE OR 4 MIRRORED 5UIE4CE UNLESS SPECIFICALLY REQUIRED BY CITY CODE. 26. LIGHT SWITCH BOXES ENCLO8.55 BOXES TO SERVE 48 RECEIVE FOR /ARICUB LIGHT CONTROL 5WITCIE8 (PER PLANS) MEET SAME CRITERIA 49 FOR CUTLET/BOXES (ABOVE). ALL BOXES SHALL (A8 A MINIMUM 814440ARD) BE RATED FOR THE VOLTAGE AND AMPERAGE OF THE CIRCUIT. BEING SWITCHED AND /OR TO MEET LOCAL CODES AND ORDINANCES. 21. 0IG147 SWITCHES 4 GENERAL -USE SNAP SWITCHES AS INDICATED ON PLANS ARE AS MANFACTURED BY LEVITO•N, PASS AND SEYMOUR OR EQUAL AND SHALL BE RATED AT 20A/125vAC. THE 814(504 FACE AND COVER PLATE SHALL BE OF I- 1IG4- 51PACT NYLO4 UNLESS NOTED OTHERU(5 MOUNT AT 48' OFF. • B. SNAP - SWITCHES USED TO CONTROL OUTLETB/FECEPTACLES SHALL BE OF THE HEAVY -DUTY TYPE RATED AT THE VOLTAGE/AMPERAGE INDICATED ON PLANS AND DIAGRAMS AND SHALL BE FURTHER QUALIFIED TO CONTROL MOTOR LOADS UP TO 2 HP, UNLESS NOTED OTHERUIBE, AS MANUFACTURED BY PASS AND SEYMOUR OR EQUAL, (BOOT AND COVER f°LATE/ C. 211vAC204 045441NG CIRCUITS WILL NOT BE CONTROLLED ON GENERAL -USE SNAP SWITCHES. 211NAC FIXTURES WILL BE CONTROLLED FROT1 114E PRIMARY PANEL AS INDICATED AT RISER DIAGRAMS, THESE IP204 CIRCUIT BREAKERS SHALL BE RATED FOR 'SWITCHRNG- DUTY.' 28. ELECTRICAL CONTRACTOR SHALL BE IRE8PCNSIBLE TO WIRE 50440IUAL FIXTURES INSIDE TENANT FIRM HED LIGHT BOXES. FINAL HOME H4UN6, OD AND LAMP.. SHALL ALSO BE INCLUDED. 29. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO WIRE INDIVIDUAL FIXTURES INSIDE TENANT FUT51I5HE0 LIGHT BOXES. FINAL HOME RUNS, CON4ECTI0N8, AND LAIPING 514ALL ALSO BE INCLUDED. 24 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL CONNECTORS TO OVERHEAD GRILLE INCLUDING BUT NOT LIMITED TO GRILLE MOTOR ALL LIMIT 5WITGHE5, AND INTERLOCK SWITCHES. 30. GENERAL ALL WMNG SHALL CONF051 TO THE STANDARDS OF THE NATIONAL ELECTRICAL CODE AND MEET ALL LOCAL REGULATIONS. 3/ LIGHTING AND POWER PANELS 4 ALL LIGHT AND ROLLER PANELS SHALL BE GENERAL ELECTRIC, WESTINGHOUSE, OR 1 -T -E4 UTILIZING BOLTED BREAKERS WITH INTEGRAL MAN BREAKER (SIZE PER PLAI91 32. ELECTRICAL CONTRACTOR. SHALL SUPPLY AND INSTALL SEVEN (1) DAY 24- HOUR TIME CLOCK FOR STOREFRONT ' SIGNAGE. TIME CLOCK SHALL BE 4MF PARAGON 1000 SERIES 1 -0AY TW1E 004415400 WITH MANUAL 444440 TRIP OR EQUAL. 33. STEP DORLN4 TRANSFORMERS A STEP DOWN TRANSFORMERS SHALL BE EQUAL 10 GE OR WESTINGHOUSE 600 VOLT CLASS 'DRY TYPE' 51NIGLE OR THREE 51445E PER PLANS CLASS 'R' N540451ON WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE. 34. CONDUIT (00115RE55104 FITTINGS REQUIRED) 4 ALL CONDUIT SHALL BE CONCEALED, IN FINISHED AREAS. ALL CONDUIT UNDER GROUND OR N CONCRETE SLAB SHALL BE RIGID CONDUIT. ALL OTHER CONDUIT 114Y BE ELECTRICAL METALLIC !MINE (E11.1). ALL OUTLETS SHALL BE FLUSH MOUNTED. ALL CONDUITS SHALL BE RAN PARALLEL WITH AND AT RIGHT ANGLES TO THE BUILDING CONSTRICTION AND SHALL E LEVEL. FLEXIBLE METALLIC TUBING (FM.T) MAY BE USED WHERE PERMITTED (BY NEC. ARTICLE 349 OR LOCAL RESTRICTIONS). B. CONTRACTOR WILL PROVIDE NECESSARY CABLES, JUMPERS, ETC, TO INSURE CONTINUOUS GROUND IN CONDUIT SYSTEM. C. ECR(5) REQUIRE TRUE THREE WIRE DEDICATED LINES. THIS 10 A TRUE GROUND NOT A NEUTRAL. CONDUIT MUST NOT BE USED AS 514E ONLY 5RO1.4DING MEANS. D. THE CONDUITS REQUIRED FOR MECHANICAL CONTROLS SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR THE ELECTRICAL WIRING FOR THE MECHANICAL CONTROLS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR ALL UNITS SHALL BE FRONDED WITH INDIVIDUAL DISCONNECTS AT EACH UNIT N ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. E. WHERE STORE (8 ON MIT LEVEL BUT GROUND LEVEL, THE TENANT'S GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS AND TELEPHONE FLOOR OUTLETS, TIGHT AGAINST THE UNDERSIDE CF THE SECOND FLOOR LEVEL. THE SECOND FLOOR STRUCTURAL BLAB SHALL BE CORED 48 REQUIRED TO F./STALL THESE ITEMS AT THE LOCATIONS 54401414 ON THE PLANS. F. ALL TELEPHONE WIRE SHALL BE INSTALLED IN CONDUIT. ALL WIRES SHALL BE COFFER 2,0 38. CONDUCTORS 4 NO ALUMINUM WIRING 18 ACCEPTABLE. B. NO. 8 AND SMALLER SOLID CONDUCTOR COPPER TYPES, 1111, THW, TALK R164, 511U, W1TN IDEAL WMGNUTB, 5COTC44000( CONNECTORS. C. NO. 6 AND LARGER STANDARD CONDUCTOR, COPPER TYPES, TAW, 14414 RAW, 54114, WITS 50004 LESS BOLTED PRESSURE CO 485010RS. D. FIXTURE WIRING IN CHANNELS OF FLUORESCENT FIXTURES SHALL BE EITHER R1441 O4 THER 'APPLIANCE WIFE' - 108 DEGREE C COPPER (OSA TYPE TAW). E MINIMUM SIZE, SHALL BE NO. 12 AUG, TYPE RAIN, EXCEPT FOR CONTROL CIRCUITS. 36. OUTLET BOXER OUTLET BOXES SHALL 8E PRESSED STEEL KNOCKOUT TYPE CAST IRON 5I714 DRILLED, TAPPED, AND PLUGGED HOLES OR PVC. CAST IRON BOxE8 SHALL BE HOT DIPPED GALVANIZED OR 544454PDIZED. ALL BOXES 8144LL BE OF PROPER CODE SIZE FOR THE NUMBER OF 113RE8 OR CONDUITS PASSING THROUGH OR 145164ATNG THEREIN. 31. 1I44,C EQUIPMENT A ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING, CONDUIT, FINAL CONNECTIONS, DISCONNECTS, NTERLOCKB, DAMPER ACTUATORS, ALL POLLER AND CONTROL WIRING DIAGRAMS. ALL I4vAC EQUIPMENT SHALL BE FU164181ED BY HVAC 0CNTRACTOR TEMPORARY 8ERV10 5 I. TIE :GENERAL CONTRACTOR SHALL. FROADE THE FOLLOWING 8PECFIC ITEMS O= TEMPORARY SERVICES: A TELEPHONE - THE TENANT'S GENER, CONTRACTOR SHALL INSTALL A JOB SITE TELEPHONE AND NOTIFY 15144141 OF 114E TEL55401 -E NUMBER AND THE NAME OF THE SUPERINTENDENT ON OR 55055 JOB START -UP. 5. TEMPORARY WATER - WATER REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL EE PROVIDED AN(1 PAO') FOR BY THE CONTRAACTO , WA11-14 USED FOR H411414 CONSUMPTION 5IALL CONFORM 70 REQUIREMENTS OF ETATS AND LOCAL AUTHORITIES FOR POTABLE WATER C. TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE REQUIRED 114 11.4 PERFORMANCE O= 714E CONTRACT SHALL BE FURNISHED AID MAINTAIN ALL TEMPORARY OVEREAD CONSTRICTION, METERS, DROPS AND 014ER WIRING AND FITTINGS FOR 50114 LIGHT AND POWER AT LOCATIONS REQUIRED N THE WORK AND SHALL BEAR THE COST OF MAKING THE 8ER4CE CONNECTIONS. BEFORE FINAL 4CA'FPT4NCE, TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE CONTRACTOR SHALL 5E REMOVED AND/OR SERVICE DISCONNECTED IN ACCEPTABLE MATER D. IEMFbRARY HEAT: WIEN REQUIRED FOR PROPER INSTALLATION OR 51201E01I0N OF ANY PORTION OF THE WOW., CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY HEATING UNITS AS PROVIDED BY THE LANDLORD OR LOCAL AUTHORITY. E. COST CF LANDLORD PROVIDED UTILITY BORACES: IF THE LANDLORD ELECTS TO PROVIDE TEMPORARY UTILITY SERVICES, THE CONTRACTOR WILL BE SO SPORTED BY THE TENANT. THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH LANDLORD'S GENERAL CONTRACTOR TO PAY THE COST CF SAID TEMPORARY CONSTRICTION AND UTILITY SERVICES. DON PENN CONSULTING ENGINEER 3950 HIGHWAY MO, SUITE' 101 - I a z a 1 . z O - (A - 0 l OC U = 1_ ! o Z= ° �$ -U 2 6 W ce S E W S ` s 1L 2 / i ! 1 i REVISIONS: L cr O co I DATE: 0450/01 DRAWN 8Y: BM CHECKED BY: STAFF p N I/P gT JOB: 01 -3137 /40p /l 40 RESPONSI5IL (TIES E - EXISTING T - TENANT L - LANDLORD C - TENANTS GENERAL CONTRACTOR MOON AD TYtl A MECHANICAL A ROOF TOP UNIT T C 1 S AIR HANDLING UNIT 1 C CONDENSING UNIT PORCELAIN RECEPTACLE - KEYLESS - 100 WATT D VAV BOXES QJ E ELECTRIC DUCT HEATER FLOOR RECEPTACLE - FLUSH IN FINISH FLOOR. STL CITY - F DUCTWORK 4 INSULATION C C G GRILLES 4 REGISTERS C C H THERMOSTAT T C I STARTERS, RELAYS, CONTACTORS; ETC. C C J 14VAC WIRING DIAGRAM C C K CONDENSATE DRAIN C C L GAS PIPING AND SERVICE WEATHERPROOF M INTERFACE W/ LL ENERGY MGMT SYSTEM UNO UNLESS NOTED OTHERWISE n2 DISCONNECT SWITCH B EXHAUST SYSTEM B - 1 TOILET EXHAUST, TYPE 'F' LIGHT TOTALS, A EXHAUST FANS C C B DUCTWORK C C C GRILLES C C D OPENING TI-RU ROOF C C • X C PLUMBING C -I WATER CLOSETS A WATER CLOSETS C C B UNDERSLAB ROUGH -N C C C FINAL CONNECTIONS 4 VENTS C C C -2 LAVATORIES A LAVATORIES C C S UNDERSLAB ROL 4 -IN C C C FINAL CONNECTIONS 4 VENTS C C C -3 SERVICE SINK. A SERVICE SINK WITH RIM GUARD B UNDERSLAB ROUGH -IN C FINAL CONNECTIONS 4 VENTS C -4 SINK AT COUNTER A SINK B UNDERSLAB ROUGH -IN C FINAL CO .'ECTIMS 4 VENTS C -5 FLOOR DRAINS A FLOOR DRAINS C C B UNDERSLAB ROUGH -IN C C C FINAL CONNECTIONS 4 VENTS C C C -6 CLEANOUTS A CLEANOUTS C C B UNDERSLAB ROUGH -IN 4 FINAL CONK C C C -1 ELECTRIC WATER COOLER A ELECTRIC WATER COOLER B UNDERSLAB ROUGH -N C FINAL CONNECTIONS 4 VENT C -8 WATER NEATER A WATER HEATER C C B FINAL CONNECTIONS C C C INSULATION - HOT WATER LINE . C C C -9 MISCELLANEOUS A WATER DEPOSIT ONLY T T B CH. UJTR SUP. 4 RET. AND PIPING NSUL. C HOT WIZ SUP. 4 RET. AND PIPING NSUL. D ALL CONTROLS - CH. 4 NOT UJTR PIPING E ALL TAP FEES (F REQUIRED) C C C -10 SPRINKLER SYSTEM A ENGINEERING (LL CONTRACTOR) C C B EQUIPMENT (BILLED TO TENANT) C C D ELECTRICAL D -I ELEC. CONDUIT TO SPACE E E D -2 MAIN DISCONNECT SWITCH C C D -3 LIGHTING PALLS C C 0-4 CONTACTORS 4 TIME SWITCH C C 1D-5 STEP DOWN TRANSFORMER ID-5A ELEC METER (SEE POWER PLAN) E El 0-6 LIGHT FIXT. I LAMPS (REF. SCHED.) \ 0-1 ROUGH -R4 TO LIGHT FIXTURES C C D -8 FINAL CONNECTIONS TO LIGHT FIXTURES C C D -9 CONVENIENCE OUTLETS C C D -10 MISCELLANEOUS D -II FNAL CONNECTIONS TO SIGN C C D -12 FINAL CONNECTIONS TO HVAC EQUIPMENT C C D -13 FINAL COMECTIONS TO WATER NEATER C C 1D-14 TEMPERATURE CONTROL WIRING C C 1D-15 PUSHEUTTON/BUZZER/CHB°E CALL C C ID-16 SOUND SYSTEM/SPEAKER INSTALLATION T T D -11 SENSORMATIC SYSTEM 7 T D -IS TELEPHONES A PLYWOOD PANEL BOARDS C C B EQUIPMENT T T C FLRAWALL BOXES 1 514' C. W/PULLSTRNG C C D TELE SERVICE TO /INCLUDE PREMISES C C 0-19 FLOOR OUTLETS A EMPTY CONDUIT 4 FLOOR BOXES C C B FINAL WIRNG C C D -20 DUCT DETECTOR WFAN SHUT DOWN C C 0-2l ELECTRICAL CONN. TO OVERHEAD GRILLE SYM5OL DESCRiFTION /-"\ HOME RN TO PANEL - CIRCUIT AS INDICATED - - CONDUIT COIIICEALED IN FLOOR VOLTAGE SINGLE POLE SWITCH, .3' -10' AFF. OR AS NOTED. LIGHTING 3 -WAY LIGHTS SWITCH, +3' -10' AFF. OR AS NOTED. ia QUADPLEX RECEPTACLE, •18' OR AS NOTED 0 PORCELAIN RECEPTACLE - KEYLESS - 100 WATT 0T THERMOSTAT, MOUNT AT X54 AFF. QJ JUNCTION BOX - SIZE AND TYPE AS REQUIRED - FLOOR TO HEIGHT AS INDICATED O FLOOR RECEPTACLE - FLUSH IN FINISH FLOOR. STL CITY - REFERENCE SHEET El, NOTE • 10. .40 DUPLEX CONVENIENCE RECEPTACLE - GROUNDED. ISA, 125V, 3P, 3W, COLOR PER SPECS. FLOOR TO HEIGHT AS INDICATED, SIERRA 1802 ® TELEPHONE OUTLET - FLOOR STEEL CITY - NO. 602 AL CAST BOX, NO. P602 AL COVER NO. 1 CP AL CARPET FLANGE, AND NO. 100 AL BELL NOZZEL EN SERVICE - Z7FR - EDWARDS 24V NO. II5 -165 W/ NO. 592 SIGNAL TRANSFORMER 32 PUSHBUTTON - EDWARDS NO. 620, WEATHERPROOF W/ STAINLESS STEEL COVER NO. 141 ENGRAVED 'SERVICE BELL' MOUNTED 54' ABOVE FINISHED FLOOR A TELEPHONE OUTLET - WALL. OUTLET BOX W1 ARROW -HART 3144 -22 SUB- FRAME. ONE HOLE BUSHED COVER \O s, MOTOR CONNECTION ® SIGN OUTLET•- MOUNTED ABOVE CEILING Q DUCT DETECTOR WITH FAN SHUT DOWN NL NIGHT LIGHT WP WEATHERPROOF AFF. ABOVE FINISH FLOOR UNO UNLESS NOTED OTHERWISE n2 DISCONNECT SWITCH 11 ELECTRICAL PANELBOARD, TOP 6' -0' ELECTRICAL LOAD SUMMARY LOAD TYPE CONNECTED ION FACTOR DEMAND KW VOLTAGE PH LIGHTING 211 125 265 120 I RECEPTACLES (1ST 10000 WATTS) 10 I00 100 120 I RECEPTACLES .40 50 20 120 I F1TG SIGN LK• IN 32 125 4 120 I WATER HEATER I. 1.0 lb 120 I MISC. 0.4 10 0.4 120 I 14vAC n2 •25 LARGEST LOAD 0.8 208 3 TOTALS, 516 KW 633 KW 116 AMPS. 120/205V SERVICE - MECHANICAL EQUIPMENT SCHEDULE • NEW ROOF TOP UNIT MARK MANFACTURER MODEL NO. CFM COOLING 8.P. HP. MCA EER VOLT/PHASE WEIGHT ACCESSORIES 2430 NOTES RTU LENNOx LCAI20S 4000 126000 A 3 61 90 220/3 1196 NEW T'STAT 12 I. SET MIN. O.A. 542 CFM. 2. 5 KW ELEC. HEAT. FACE 2. SQUARE FACE 3. FAINT TO MATCH DECK 4. ROUND NECK 26' FACE. METALAIRE 1000 PR B 35 X 1 . 3 METALAIRE 5800 C 35 X - IZ TITUS TMRA D 35 • X GRILLES AND REGISTERS MAMFACTURER MODEL NO. rYPE: FRAME TYPE MAx NOISE CRITERIA DAMPERS PATTERN,, JANTITY EA REF. NOTE NOTES FIRE VOLUME 1 2:90 2430 3 4 METALAIRE 5800 A 120 35 X 1,3 FACE 2. SQUARE FACE 3. FAINT TO MATCH DECK 4. ROUND NECK 26' FACE. METALAIRE 1000 PR B 35 X 1 . 3 METALAIRE 5800 C 35 X - IZ TITUS TMRA D 35 • X 1,3,4 EXI -DUST FANS MANUFACTURER MODEL NO. TYPE C FM SP. NP. FAN MOTOR DATA ACCESSORIES NOTE NOTES VOLTS PHASE RPM. NUTONE 8613P EF -I 100 .125 1/10 120 I - -- I s3/Y: CG I`1]i,IVFPRIAIU G!]. FA1U PANEL CIRCUIT LOADING TC• 1 180 Si-KU WDW 3 1500 TRACK * AS 900 TRACK * *7 900 TRACK * *9 900 TRACK .$11 900 TRACK * *13 IEEE TRACK :5 1350 TRACK 17 TRACK 19 1200 NEON * *21 1200 NEON 23 SPARE 251000 TV'S * *27 300 DN LTS * *29 1600 TRACK **at 1066 . 33500 35 * *37 800 39 11 1 11 11 11 11 11 11 It 11 11 1 11 41 FITT. LTS EGR SPARE NEON SPARE SPARE 10896 NEW PANEL A ABC 10150 SUB -TOTAL 40 NEON -S 1200 42 SPARE 10300 TOTAL WATTS 31946 (CONNECTED) 4 SIGN 1200 TC* 6 ECR 800 6 RECEPT 600 10 TV'S 800 12 TV'S 800 14 RECEPT 500 16 BUZZER 100 18 SPARE 20 SENSOR 100 22 COUNTER 600 24 NEON -S 800 26 NEON 1000 28 TEL 200 30 WTR HTR 1600 • IF 25 32 TV'S 600 34 RECEPT 600 36 RECEPT 1400 38 NEON 800 * 9 89 AMPS AT 120008 VOLTS 3 PHASE 4 WIRE MAINS 125 AMP MCB MOUNTING SURFACE TYPE NLAB SOLID BUSS 65000 AIC P/20 AMP BREAKERS TYPICAL UNLESS NOTED OTHERWI 2 TOILET 400 • , „ 1 1800 SALES r AS C 1 *1,3 1500 SALES **5 1800 SALES 7 800 STOCK 9 SPARE 11 1800 SALES 13 5133 RTU 1 70 15 5133 17 5133 19225 NEW PANEL B 18253 SUB -TOTAL PANEL A 10856 10150 10300 a SPARE 10 SPARE 12 SPARE 14 SPARE 16 SPARE 16 EMERG. 600 20125 TOTAL WATTS 51631 (CONNECTED) ISO AMPS AT 120/208 VOLTS 3 PHASE 4 WIRE MANS 200 AMP MCB MOUNTING SURFACE TYPE NLAB SOLID BUSS 65/000 AIC •• - PROVIDE SWITCH RATED BREAKERS • - 24 HOUR CIRCUIT (PROVIDE LOCK -ON DEVICkS) TC - TIME CLOCK CONTROLLED 3P 125 `"MPS &Fl711RES FURNISHED BY LIGHT FIXTURE SCI- IEDULE INSTALLED BY C C C C C C C C C C C C C TYPE CSJAN A B C D 39 6 28 0 4 5 2 1's H L M N 28 3 2 MFGR BAYLYTER ATLITE HALO HALO SURE - LITES NUTONE LITI -IONIA LITI -IONIA 4 HALO LIGHTOLIER HALO HALO LIGHTOLIER LIGHTOLIER BP1- 111442HFBK1 SALES CATALOG NO. LOCATION PG -10 LI159 (15LACK -120V) TRACK 14500CF -120V 1503 SXCAX111000RB *8513 (100 CFM) C 240 - 120V C- 240 -120V L3150MBX SH -28 -W14 - 120V LZR338 H600T1603 III3TCL -I20V 1085 -PERMA WHITE DOWVLIGHT 111/BATT PACK TOILET STOCK RI STOCK ROOM TRACK FITTING RI TRACK DOWNL IGHT DOUNLIGHT I, 4 NOTE REC SURF PEND WALL 5 X 2,3,1 X 10 X DOUNL IGI-IT MOUNTING X X X X X X X X 1,4 1,4,5 X LAMP SCI- IEDULE QUAN LAMP FIXT LAMP SIZE FIXT WATT 156 12 56 0 4 2 2 2 2 I0 10 2 188 5.4 80 26 60 80 80 60 80 2 28 3 2 60 100 26 60 42WHF 12) 5.447 PAR 18 ING.120V 2- FT32T8 /SPX35 13W DTT INCLUDED 60 WAIT Ale F40CW F40CW SOW PAR38 F28T5 SOW PAR38 100W AI9 13W DTT SOW A19/MED. NOTES I. EbUIP ALL FLUOR FIXT W/ELECTRONIC BALLAST ANp REDUCED WATT LAMPS 2. PLACE ALL CROSS HATCHED AND TOILET LIC¢4TS ON 24 HR CKT 3. PROVIDE EMERG POWER BATT PACK BALLASTS FOR ALL EMERGENCY LIGHTS (HATCHED • EMERG LTS) 4. LAMP COLOR - 3500 DEG KELVIN 5. TRACK AND FIXTURE PROVIDED BY TENANT INS1TALLED BY TGC. 6. PROVIDE FRAME FOR GYP'BOARD CEILING 1. EDGE LIT PER L.L. REQUIREMENTS. S. EMERGENCY LIGHT, WALL MOUNT, WHITE WITH 2 FLUSITY CONCEALED HEADS, WIRE TO A NIGHT LIGHT CIRCUIT. 9. BATT PACK REQUIRED. 10. PREWIRED FRAME KIT •1002P1. PANEL RISER DIAGRAM METERING SWITCHBOARD 1 - -J t r - -T ^� I ' (j O ' if� a Q-1--) �® � (1 01 I(M) 01 -- 1 --- L - - - I I I I 12ESPONSI5ILIT'T' NOTES I. ALL CUTTING OF ROOF OPENINGS, SUPPORT FOR ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHNGS, REPAIR TO ROOF, ETC., ASSOCIATED WITH.THE I-IvAC SUB - CONTRACTOR SHALL BE THE RESPONSIBILITY AND PART OF THE CONTRACT WITH THE HVAC SUB - CONTRACTOR SUB - CONTRACTOR SHALL EMPLOY THE LL'S ROOFERS FOR THIS WORK 80 AS TO MAINTAIN THE ROOF BOND. 2. ALL CUTTING OF ROOF OPENINGS, SUPPORT FOR ROOF OPENINGS, PITCI - PANS, ROOF CURBS, FLASHINGS, REPAIR TO ROOF, ETC, ASSOCIATED WITH THE PLUMBING SUB - CONTRACTOR SHALL BE THE RESPONSIBILITY AND PART OF THE CONTRACT WITH THE PLUMBING SUB CONTRACTOR SUB - CONTRACTOR SHALL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK SO AS TO MAINTAIN THE ROOF BOND. 3. THE CONDUITS REQUIRED FOR THE MECHANICAL CONTROLS SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR THE ELECTRICAL WIRING FOR THE MECHANICAL CONTROLS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR 4. SANITARY SEWER AND DOMESTIC WATER SHALL BE STUBBED INTO OR NEAR THE THE PREMISES BY THE LANDLORD. SEE MECHANICAL SHEETS FOR LOCATION OF 5TUB -IN5. 5. THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO TILE TENANT'S LANDLORD AND TO TI-B APPROPRIATE RATING BUREAU FOR THEIR APPROVAL. A COPY OF THE APPROVAL LETTER FROM THE PATNG BUREAU SHALL BE FORWARDED TO THE TENANT'S LANDLORD. 6. THE TENANT'S GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS, TELEPHONE OUTLETS, AND LINES REQUIRED FOR PLUMBING ROUGI -I -N TIGHT AGAINST THE UNDERSIDE OF THE FLOOR SLAB. 11.0 FLOOR STRUCTURAL SLAB SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHO554 ON THE PLANS. 1. THE 1-IVAC SUB - CONTRACTOR SHALL IDENTIFY ALL ROOF MCUNTED HVAC EQUIPMENT AND APPARATUS WITH 6' 141514 PAINTED STENCILED STORE NAME ON ALL SIDES OF EQUIPMENT. S. THE LL'S DESIGNATED CONTRACTOR SHALL MODIFY EXSITING SPRINKLER LOCATIONS AND ADD ADDITIONAL HEAD WHERE REQUIRED TO CONFORM WITH NEW FLOOR PLAN AND CEILING DESIGN LAYOUT AS REQUIRED BY LOCAL CODES. LL TEN. PREM. FJ NEW 3P/100 AMP DISC FUSE a 10AMP AT RTU PANEL D NEW 4 • 3/0 THWN CU •4 G. IN EXIST'G. 2'C. EY TA.C. 120008, 3PH, 4W ELEC SERVICE T.G.C. TO PROVIDE 200 AMP FUSIBLE SWITCH OR CIRCUIT BREAKER AS REQUIRED- VERIFY WR IALL MGR NOTE: TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTERS. - 3 0 4 THWN CU 18G. IN 1 I/4' C. 4 • I/O THWN CU •RG. IN 2' C, 1 DAY TIME CLOCK FOR SHW WOWS AND SIGN CIRCUIT. I REVISIONS: i V d 1 0 14 S I-- O I_ Q Z Q Z O'z od - 1 " V T W Z = < g1 E:7J EQ5/1-I i -, 6 -- 1 JOB: 01 -9131 DATE: 0410/01 DRAWN BY: ORB CHECKED BY: STAFF TGC SHALL FIELD VERIFY ALL EX CONDITONS PRIOR TO ,CONSTRUCA PROVIDE NEW AS REQUIRED. � , Pe n 92 DON PENN r1/1 CONSULTING ENGINEER A wC n 14 F -- - . - T - -_L 7 iZ U C _ Z _ S _ —V— 36' AM FOR SHO.I.CAJ3E LIGHT COMMOTION J -BOX M BASE BY MANUFACTURER EXTEND G CI TO RCUIT EMET'ID TO SHOWCASE LTG CIRQJIT TELEPHONE CONDUIT TO DEMARK BOARD CONDUIT FOR COUNTER AND ECR RECEPTACLES EXTEND AFFTO . J -BOX FOR COMMOTION TO ROLLER STRIP CIRCUIT WITH AN ISOLATED GRa ND \\ \ \ I LURING TELEPHONE Al ID RECEPTACLE \\ LURING THRU COUNTER BABE A BUZZER WALL MOUNTED AT I2' -0' AFF. FOR awoucAes L ION J -BOX N BASE BY MANUFACTURER A 10 CONDUIT IN WALL FOR MUSIC SYSTEM-MOUNT • IS AFF.-REF. I/E -I FOR MORE UFO. CASH REGISTER COUNTER FOR SHOWCASE LIGHT CONNECTION J -BOX N BASE BY MANUFACTURER 1 � ISOMETRIC OF COUNTER WIRING SCALE: NO SCALE B . 13,15 NEW UIPKGFI AND DISC. ON ROOF AT NEW RTU VERIFY EXACT LOCATION 23 0 POWER PLAN POWERSTRIP OMTD. AT IS FOR V.C.P. CAJAD' RECEPTACLE 2' - 6' J -BOX FOR CONNECTION TO PCUER STRIP CIRCUIT WITH AI ISOLATED GROUND )BEAR ELEVATION A 6,12 33 SCALE: 1/4' = I' -0' tea' C TO TELE BOARD �N (3) IG CIRCUITS TO PANEL 'A' RUN IG CIRCUIT TO OPEN SPACE CN PANEL 'A' POWERSTRIPS TO BE ON DEDICATED CIRCUIT W/ AND ISOLATED GROUND EACH ECR OUTLET ON DEDICATED CIRCUIT WAN ISOLATED GROUND. TAG RECEPT. 'FOR ECR USE ONLY'. REF, 2/El. O ELECTRICAL ELEVATION OF CASHWRAP SCALE NO SCALE ELECTRICAL NOTES 81' SYi' E;OL: C O INSTALL PUSHBUTTON AT SERVICE DOOR AND CONNECT TO BUZZER ABOVE CASWURAP. O SERVICE DOOR CALL BUZZER MOUNTED ABOVE CEILING GRID, O ELECTRICAL DISTRIBUTIDN EOUIFME, . O THERMOSTAT • 54' AFF. ^ 0 DEDICATED OUTLET FOR TELEPHONE PANEL. I [ ' GP AT LAVATORY, MID. AT 42' AFF O v THREE ECR OUTLETS ON DEDICATED CIRCUIT WITH AN ISOLATED GROUNDS. TAG RECEPT. TOR ECR USE ONLY'. SEE COUNTER DETAIL. O J -BOX MOUNTED BEHND BULKHEAD FOR CONNECTION TO SIGN. SIGN CIRCUIT IS CONTROLLED BY A TIME CLOCK LOCATED ADJACENT TO ELECTRICAL FANEL(S). FINAL CONNECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR O DISCONNECT MOUNTED ABOVE TOILET CEILING FOR WATER HEATER 10 MOUNT RECEPTACLE FOR Tv IN WALL II RECEPTACLE MOJ4TED N CEILING' - 24' BEHIND TRACK LIGHTING PER NEC. 12 REFER TO ISOMETRIC DETAIL OF CC33I ER 'WRING 02/El. 13 QUAD RECEPTACLE FOR VC.P. (VIDEO CASSETTE PLAYER) MOUNTED AT IS'. 14 GR CUTLET IN BULKHEAD. 15 DUPLEX RECEPTACLE FLUSH MOUNTED AT IS AFF, 13 NOT USED 11 RECEPTACLE IITD AT 10' -6' AFF FOR Tv. I NOT USED. 19 NOT USED 20 PROVIDE 3/4' CONDUIT FOR POUER IG POWER VOICE AND DATA TO CASNURAP TO BE RN IN TOEKICK SPACE CF SHOWCASES AND CASHWRAP. 32 FOR DATA PROVIDE (I) 3/4' CONDUIT IL/PULL STRUNG. ROUTE CONDUITS FROM J -BOX ALONG ' FLOOR AND UP WALL TO ABOVE CEILING. ROUTE ELECTRICAL CONDUITS TO PANEL 'A' AND STUB VOICE AND DATA CONDUITS 6' ABOVE FINISHED CEILING PROVIDE.. PULL STRING. ROUTE CONDUITS PROM ' -BOX ALONG CASN WRAP TO JUNCTION BOXES. J -BOX MOUNTED ' FOR COMMCTICN TO NEON TRANSFORMERS. VERIFY' QUANTITY OF NEON TRANSFORMERS BEFORE PERFORMING ANY WORK FINAL CONNECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR J -BOX ABOVE CEILING FOR CONNECTION TO SIGN. FINAL CONNECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR CFI APPROX. 6' FROM STORE FRONT. MOUNT' 12' -8' CEILING. RECEPTACLE MOUNTED N WALL 6 INCHES ABOVE PLATFORM FLOOR MOUNT RECEPTACLES FOR N'S. TO BACKWALL OF SOFFIT, BEHIND TV'S (BLOCKED FROM VISIBILITY). / 15 DON PENN CONSULTING ENGINEER 3950 HIGHWAY 300. SUITE 101 GRAPEVINE, TEXAS 11051_ _ e Z ` Q I- Z O'z cA © 1 U Z 2 0 W c s ,- < » o I REVISIONS: I I DATE: 04/10/01 DRAWN BY :: ORB CHECKED BY STAFF JOB: 01 -3131 r FEY' ' Fl , I u � O O O ** *gpED© © ED E) © O "O II .1001 14 F -- - . - T - -_L 7 iZ U C _ Z _ S _ —V— 36' AM FOR SHO.I.CAJ3E LIGHT COMMOTION J -BOX M BASE BY MANUFACTURER EXTEND G CI TO RCUIT EMET'ID TO SHOWCASE LTG CIRQJIT TELEPHONE CONDUIT TO DEMARK BOARD CONDUIT FOR COUNTER AND ECR RECEPTACLES EXTEND AFFTO . J -BOX FOR COMMOTION TO ROLLER STRIP CIRCUIT WITH AN ISOLATED GRa ND \\ \ \ I LURING TELEPHONE Al ID RECEPTACLE \\ LURING THRU COUNTER BABE A BUZZER WALL MOUNTED AT I2' -0' AFF. FOR awoucAes L ION J -BOX N BASE BY MANUFACTURER A 10 CONDUIT IN WALL FOR MUSIC SYSTEM-MOUNT • IS AFF.-REF. I/E -I FOR MORE UFO. CASH REGISTER COUNTER FOR SHOWCASE LIGHT CONNECTION J -BOX N BASE BY MANUFACTURER 1 � ISOMETRIC OF COUNTER WIRING SCALE: NO SCALE B . 13,15 NEW UIPKGFI AND DISC. ON ROOF AT NEW RTU VERIFY EXACT LOCATION 23 0 POWER PLAN POWERSTRIP OMTD. AT IS FOR V.C.P. CAJAD' RECEPTACLE 2' - 6' J -BOX FOR CONNECTION TO PCUER STRIP CIRCUIT WITH AI ISOLATED GROUND )BEAR ELEVATION A 6,12 33 SCALE: 1/4' = I' -0' tea' C TO TELE BOARD �N (3) IG CIRCUITS TO PANEL 'A' RUN IG CIRCUIT TO OPEN SPACE CN PANEL 'A' POWERSTRIPS TO BE ON DEDICATED CIRCUIT W/ AND ISOLATED GROUND EACH ECR OUTLET ON DEDICATED CIRCUIT WAN ISOLATED GROUND. TAG RECEPT. 'FOR ECR USE ONLY'. REF, 2/El. O ELECTRICAL ELEVATION OF CASHWRAP SCALE NO SCALE ELECTRICAL NOTES 81' SYi' E;OL: C O INSTALL PUSHBUTTON AT SERVICE DOOR AND CONNECT TO BUZZER ABOVE CASWURAP. O SERVICE DOOR CALL BUZZER MOUNTED ABOVE CEILING GRID, O ELECTRICAL DISTRIBUTIDN EOUIFME, . O THERMOSTAT • 54' AFF. ^ 0 DEDICATED OUTLET FOR TELEPHONE PANEL. I [ ' GP AT LAVATORY, MID. AT 42' AFF O v THREE ECR OUTLETS ON DEDICATED CIRCUIT WITH AN ISOLATED GROUNDS. TAG RECEPT. TOR ECR USE ONLY'. SEE COUNTER DETAIL. O J -BOX MOUNTED BEHND BULKHEAD FOR CONNECTION TO SIGN. SIGN CIRCUIT IS CONTROLLED BY A TIME CLOCK LOCATED ADJACENT TO ELECTRICAL FANEL(S). FINAL CONNECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR O DISCONNECT MOUNTED ABOVE TOILET CEILING FOR WATER HEATER 10 MOUNT RECEPTACLE FOR Tv IN WALL II RECEPTACLE MOJ4TED N CEILING' - 24' BEHIND TRACK LIGHTING PER NEC. 12 REFER TO ISOMETRIC DETAIL OF CC33I ER 'WRING 02/El. 13 QUAD RECEPTACLE FOR VC.P. (VIDEO CASSETTE PLAYER) MOUNTED AT IS'. 14 GR CUTLET IN BULKHEAD. 15 DUPLEX RECEPTACLE FLUSH MOUNTED AT IS AFF, 13 NOT USED 11 RECEPTACLE IITD AT 10' -6' AFF FOR Tv. I NOT USED. 19 NOT USED 20 PROVIDE 3/4' CONDUIT FOR POUER IG POWER VOICE AND DATA TO CASNURAP TO BE RN IN TOEKICK SPACE CF SHOWCASES AND CASHWRAP. 32 FOR DATA PROVIDE (I) 3/4' CONDUIT IL/PULL STRUNG. ROUTE CONDUITS FROM J -BOX ALONG ' FLOOR AND UP WALL TO ABOVE CEILING. ROUTE ELECTRICAL CONDUITS TO PANEL 'A' AND STUB VOICE AND DATA CONDUITS 6' ABOVE FINISHED CEILING PROVIDE.. PULL STRING. ROUTE CONDUITS PROM ' -BOX ALONG CASN WRAP TO JUNCTION BOXES. J -BOX MOUNTED ' FOR COMMCTICN TO NEON TRANSFORMERS. VERIFY' QUANTITY OF NEON TRANSFORMERS BEFORE PERFORMING ANY WORK FINAL CONNECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR J -BOX ABOVE CEILING FOR CONNECTION TO SIGN. FINAL CONNECTION AND NEC DISCONNECT SHALL BE BY THE ELECTRICAL CONTRACTOR CFI APPROX. 6' FROM STORE FRONT. MOUNT' 12' -8' CEILING. RECEPTACLE MOUNTED N WALL 6 INCHES ABOVE PLATFORM FLOOR MOUNT RECEPTACLES FOR N'S. TO BACKWALL OF SOFFIT, BEHIND TV'S (BLOCKED FROM VISIBILITY). / 15 DON PENN CONSULTING ENGINEER 3950 HIGHWAY 300. SUITE 101 GRAPEVINE, TEXAS 11051_ _ e Z ` Q I- Z O'z cA © 1 U Z 2 0 W c s ,- < » o I REVISIONS: I I DATE: 04/10/01 DRAWN BY :: ORB CHECKED BY STAFF JOB: 01 -3131 r FEY' ' Fl , LIG4-4T FIXTURE LEGEN®: O TYPE 'A' FIXTURE 11 TYPE 'B' FIX LIF m- 'C' FIXTURE Cr - V TYPE 'D' FIXTURE 6 TYPE 'E' FIXTURE TYPE F',XTOSE TYPE 'G FIXTURE I I TYPE 'H' FIXTURE TYPE 'J' FIXTURE TYPE •K FIXTURE VL TYPE 'L' FIXTURE O TYPE M' FIXTURE O TYPE N' FIXTURE TYPE P FIXTURE III III III II II H III II - Ii l L I II 3 A m 13 Z Z CUZZCZEZZEI A / Tht 1 1 I U 31 U== =- == =- ® = = = == =s J 0 LIGHTING PLAN EXISTRNG BAR JOISTS -� UNISTRJT 3 /B' EYE HOOK BY E.C. / 3/4' RIGID HOOK -/ W/ SET SCREW Z BY E.C. O r FINISHED FL . II u -CLAMP 1 1 II ' lag - JUNCTION L TAX WITH ¢ A FEMALE TWIST -LOCK �CEPTAGLE 15A MALE TWIST -LOCK PLUG 3 CONDUCTOR, 12 ALNG SO. CORD LENGTH TO VARY PER PENDANT 314'♦ STL PIPE W/ THREADED ENDS RJRNISHED BY EC" NOTE- SUBMIT ALTERNATE SUPPORT MECHANISM FOR GADZOOKS BALLAST HOUSING NOTE- ALL FINISHES TO BE COORDINATED WITH ARCHITECT DISTANCE FROM BOTTOM OF FIXTURE TO FINISHED FLOOR SHALL BE IT -0' AFF- CONTACT GADZOOKS IF NOT POSSIBLE FOR MOUNTING HEIGHT O TYPE "A" AND "B" MOUNTING DETAIL SCALE NTS SCALE: I/4' I' -0' LICI-ITING GENERAL NOTES: I. CIRCUIT EMERGENCY/EXIT LIGHTS (TYPES 'B', 'H' AND 'E'U ON CIRCUIT B -IB. 2. SPEAKERS AND SOUND SYSTEM FURNISHED AND INSTALLED BY TENANT. O SSA A 7 44, d DON PENN "4 �t , `,,) CONSULTING ENGINEER 3060 HIGHWAY 360. TE 101 i I I 1 I REVISIONS: f e t DATE: 04/10/01 DRAWN BY: BRB CHECKED BY: STAFF JOB: 01 -3131 EXTEND 4' SS TO EXISTING 55 STUB -IN VERIFY EXACT LOCATION, DEPTH AND FLOW. REFER TO NOTE '12. DUCT DETECTOR MOUNTED IN SARA DUCT. PROVIDE FAN 5FIUTDOWN. NEW 10 TON RTU, VERIFY EXACT LOCATION. r II III II I III I I I II1 II ))1 m 6'e A1100 12'4 D 1450 TACO CX -I5 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER TGG. SHALL PURCHASE AND INSTALL WATER METER IN REAR OF TENANTS DEMISED PREMISIS, IN A REDILY ACCESSIBLE AND READABLE LOCATION TO BE A MAX. OF 4S' A.F.F. AND INSTALLATION TO BE APPROVED BY THE SERVING UTILITY COMPANY. LL. INCOMING 3/4' C.W. VERIFY LOCATION AT JOBSITE. PROVIDE AND INSTALL RETURN AIR DUCT WITH FULL SIZE OPENING IN TOP WITH HARDWARE SCREEN BACKLOW PREVENTER UNION GATE VALVE 6 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3' DEEP GALV PAN W /SOLDERED SEAMS. ROUTE AUX. DRAIN ABOVE LAV EXTEND BELOW GLG. T -STAT LOCATED a 54' AFF I2'a D 1450 0 MECHANICAL PLAN 12' HIGH AIR CHAMBER (TYP) 3/4' I /2' WATER RISER DIAGRAM NO SCALE '' : ' " — EXTEND TO /INTO FLOOR DRAIN D1450 SCALE: I/4' HC/WC TERMINATE AT EACH FIXTURE CONN. WITH 3 /S' STOP VALVE. LAV W/TRAP PRIMER 2' VENT EXTEND THRU ROOF MECNANICA! NOTES: I. FIRST TWENTY FEET OF SUPPLY/RETURN DUCTWORK FROM /TO UNIT SHALL WE INSULATED INTERNALLY WITH 1' ACOUSTICAL LINER(TO MEET R =60) DUCT DIMENSIONS 54401.0N ARE INSIDE CLEAR 2- FLEX DUCT SHALT, BE PREINSULATED WITH I -I/1' THICK FIBERGLASS, I+ DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN -IN FITTING WITH INTEGRAL VOLUME DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET (5' -09. 3. MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATION OF NVAC EQUIPMENT BEFORE FABRICATING DUCTWORK 4. T.G.C. SHALL PROVIDE ACCESS AND /OR CATWALK (PER LOCAL CODES) FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING. 5. UPON COMPLETION OF CONSTRUCTION TG.C. SHALL CLEAN COILS, ADJUST BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM EFFICIENCY. 6. ROUTE 1' CONDENSATE TO TOILET FLOOR DRAIN. . 1. INSTALL THERMO &TAT IN ACCORDANCE W /LL'S CRITERIA AND GOVERNING CODES. ALL AUTOMATIC TERMPERATURE CONTROL DEVICES•SNALL BE FURNISHED BY THE MECH CONTRACTOR T'STAT SHALL BE LOW VOLTAGE, T DAY, PROGRAMABLE TY1bE. 8. T.G.C. SHALL INSTALL DUCT DETECTOR IN SUPPLY/RETURN AIR AS DIRECTED BY LANDLORDS UNDERWRITER AND UPON DETECTION SHALL SHUT DOWN THE NVAC SYSTEM AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR PROVIDE REMOTE TEST - ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTOR I LED IN SALES AREA CEILING TO NOTIFY MANAGER WHEN SMOKE DETECTOR IS ACTIVATED. TGL. SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN AIR DUCT THAT WILL SHUT DOWN THE -VAC UNIT UPON DETECTION OF SMOKE. A TEST -ALAN SWITCH 4 LIGHT SHALL BE' INSTALLED IN THE STOCK AREA AS PART OF THE SYSTEM. 3. TS.C. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING. 10. TAG SHALL COORDINATE THE EXTENSION, MODIFICATION, FINAL CCNNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. It. T.G.C. IS REQUIRED TO REMOVE ANY /ALL ROOF EQUIPMENT (HVAC UNITS, CURBS, VENTS, FANS, ETC.) WHICH IS BEING ABANDONED AND /OR NOT BEING UTILIZED. THE TENANT IS RESPONSIBLE TO PATCH, REPAIR OR REPLACE THE ROOF AS REQUIRED TO MATCH THE EXISTING ROOF UTILIZING THE MALL'S ROOFING CONTRACTOR AT THE TENANT'S EXPENSE. 12. COMBINATION.LIGHT/EXHAUST FAN, SET AT 100 CF-1, EXTEND 6'0 EXHAUST DUCT TIPRU ROO TERMINATE W/RAIN CAP. (VERIFY LOCATION BEFORE PERFORMING ANY WORK) 13. ALL ROOF PENETRATIONS MADE BY TENANT'S GENERAL CONTRACTOR MUST CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL SE SUE''TCT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY INSTALLATION BY TENANT MUST BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR, AND TENANT'S GENERAL CONTRACTOR SHALL I''AY ALL SUCH COSTS THEREFOR DIRECTLY TO SUCH ROOFING CONTRACTOR UPON HIS DEMAND. 2'� ,LAV 4' 3' FD W/TRAP PRIMER EXTEND 4' SS TO LL SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. WASTE RISER DIAGRAM NO SCALE 12'0 D1450 IT+ D1450 NOTE: HVAC WORK' TO CONFOR"I TO ALL APPLICABLE STATE, LOCAL AND REGULATORY AGENCY CODE REQUIREMENTS. TGC SMALL PROVIDE LANDLORD WITH AIR BALANCE REPORT. AT COMPLETION OF WORK 1) 120 / 4 ; 4 IA 4 F DON PENN CONSULTING ENGINEE S 9900 - HIGHWAY 200, SUITE 101 r_e�ee Tev.a � ne.. I REVISIONS: 1r d ( r „, ji I DATE: 0410/01 DRAWN BY: BRB CHECKED BY: STAR JOB: 0I -3137 -1 DIFFUSER NECK SIZE AND RJNOUT SIZE IO'0 A1300 DIFFUSER TYPE I RETURN/EXHAUST GRILLE FACE SIZE 24'x24' 24'x24' BI - -- BI - - I — GRILLE TYPE ALL DIFFUSERS TO EE MOUNTED AT 12' -8' AFF. EXTEND 4' SS TO EXISTING 55 STUB -IN VERIFY EXACT LOCATION, DEPTH AND FLOW. REFER TO NOTE '12. DUCT DETECTOR MOUNTED IN SARA DUCT. PROVIDE FAN 5FIUTDOWN. NEW 10 TON RTU, VERIFY EXACT LOCATION. r II III II I III I I I II1 II ))1 m 6'e A1100 12'4 D 1450 TACO CX -I5 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER TGG. SHALL PURCHASE AND INSTALL WATER METER IN REAR OF TENANTS DEMISED PREMISIS, IN A REDILY ACCESSIBLE AND READABLE LOCATION TO BE A MAX. OF 4S' A.F.F. AND INSTALLATION TO BE APPROVED BY THE SERVING UTILITY COMPANY. LL. INCOMING 3/4' C.W. VERIFY LOCATION AT JOBSITE. PROVIDE AND INSTALL RETURN AIR DUCT WITH FULL SIZE OPENING IN TOP WITH HARDWARE SCREEN BACKLOW PREVENTER UNION GATE VALVE 6 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3' DEEP GALV PAN W /SOLDERED SEAMS. ROUTE AUX. DRAIN ABOVE LAV EXTEND BELOW GLG. T -STAT LOCATED a 54' AFF I2'a D 1450 0 MECHANICAL PLAN 12' HIGH AIR CHAMBER (TYP) 3/4' I /2' WATER RISER DIAGRAM NO SCALE '' : ' " — EXTEND TO /INTO FLOOR DRAIN D1450 SCALE: I/4' HC/WC TERMINATE AT EACH FIXTURE CONN. WITH 3 /S' STOP VALVE. LAV W/TRAP PRIMER 2' VENT EXTEND THRU ROOF MECNANICA! NOTES: I. FIRST TWENTY FEET OF SUPPLY/RETURN DUCTWORK FROM /TO UNIT SHALL WE INSULATED INTERNALLY WITH 1' ACOUSTICAL LINER(TO MEET R =60) DUCT DIMENSIONS 54401.0N ARE INSIDE CLEAR 2- FLEX DUCT SHALT, BE PREINSULATED WITH I -I/1' THICK FIBERGLASS, I+ DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN -IN FITTING WITH INTEGRAL VOLUME DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET (5' -09. 3. MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATION OF NVAC EQUIPMENT BEFORE FABRICATING DUCTWORK 4. T.G.C. SHALL PROVIDE ACCESS AND /OR CATWALK (PER LOCAL CODES) FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING. 5. UPON COMPLETION OF CONSTRUCTION TG.C. SHALL CLEAN COILS, ADJUST BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM EFFICIENCY. 6. ROUTE 1' CONDENSATE TO TOILET FLOOR DRAIN. . 1. INSTALL THERMO &TAT IN ACCORDANCE W /LL'S CRITERIA AND GOVERNING CODES. ALL AUTOMATIC TERMPERATURE CONTROL DEVICES•SNALL BE FURNISHED BY THE MECH CONTRACTOR T'STAT SHALL BE LOW VOLTAGE, T DAY, PROGRAMABLE TY1bE. 8. T.G.C. SHALL INSTALL DUCT DETECTOR IN SUPPLY/RETURN AIR AS DIRECTED BY LANDLORDS UNDERWRITER AND UPON DETECTION SHALL SHUT DOWN THE NVAC SYSTEM AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR PROVIDE REMOTE TEST - ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTOR I LED IN SALES AREA CEILING TO NOTIFY MANAGER WHEN SMOKE DETECTOR IS ACTIVATED. TGL. SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN AIR DUCT THAT WILL SHUT DOWN THE -VAC UNIT UPON DETECTION OF SMOKE. A TEST -ALAN SWITCH 4 LIGHT SHALL BE' INSTALLED IN THE STOCK AREA AS PART OF THE SYSTEM. 3. TS.C. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING. 10. TAG SHALL COORDINATE THE EXTENSION, MODIFICATION, FINAL CCNNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. It. T.G.C. IS REQUIRED TO REMOVE ANY /ALL ROOF EQUIPMENT (HVAC UNITS, CURBS, VENTS, FANS, ETC.) WHICH IS BEING ABANDONED AND /OR NOT BEING UTILIZED. THE TENANT IS RESPONSIBLE TO PATCH, REPAIR OR REPLACE THE ROOF AS REQUIRED TO MATCH THE EXISTING ROOF UTILIZING THE MALL'S ROOFING CONTRACTOR AT THE TENANT'S EXPENSE. 12. COMBINATION.LIGHT/EXHAUST FAN, SET AT 100 CF-1, EXTEND 6'0 EXHAUST DUCT TIPRU ROO TERMINATE W/RAIN CAP. (VERIFY LOCATION BEFORE PERFORMING ANY WORK) 13. ALL ROOF PENETRATIONS MADE BY TENANT'S GENERAL CONTRACTOR MUST CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL SE SUE''TCT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY INSTALLATION BY TENANT MUST BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR, AND TENANT'S GENERAL CONTRACTOR SHALL I''AY ALL SUCH COSTS THEREFOR DIRECTLY TO SUCH ROOFING CONTRACTOR UPON HIS DEMAND. 2'� ,LAV 4' 3' FD W/TRAP PRIMER EXTEND 4' SS TO LL SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. WASTE RISER DIAGRAM NO SCALE 12'0 D1450 IT+ D1450 NOTE: HVAC WORK' TO CONFOR"I TO ALL APPLICABLE STATE, LOCAL AND REGULATORY AGENCY CODE REQUIREMENTS. TGC SMALL PROVIDE LANDLORD WITH AIR BALANCE REPORT. AT COMPLETION OF WORK 1) 120 / 4 ; 4 IA 4 F DON PENN CONSULTING ENGINEE S 9900 - HIGHWAY 200, SUITE 101 r_e�ee Tev.a � ne.. I REVISIONS: 1r d ( r „, ji I DATE: 0410/01 DRAWN BY: BRB CHECKED BY: STAR JOB: 0I -3137 -1