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Home My WebLink AboutPermit D99-0005 - Southcenter Mall - Kay Bee Toys - Tenant Improvement \\\ City of Tukwila L. t . (206) 431-36 70 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9004 Address: 100 b SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: ARCHIIC043C1 DEVELOPMENT PERMIT .0 South: .0 Sewer: N/A Slopes: N OCCUPANT KB TOYS 1006 SOUTHCENTER MALL, TUKWILA WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT CALVIN COATSWORTH Phone: 949 - 833 -1930 2450 DUPONT, IRVINE CA 92612 CONTRACTOR ARCHITECTURAL INT /CNST SRV INC Phone: 253 - 848 -5948 PO BOX 73397, PUYALLUP WA 98373 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT - REMOVING EXISTING STORE FRONT AND CONSTRUCT NEW ONE, REMOVAL OF PARTITION WALLS AND NEW FINISHES. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 68,600.00 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,286.14 ***************************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 2 I hereby certify that I have read and examined t'h'is permit and know the sane to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the ision of any other state or local laws regulating construction or the p: forma ce of wc�ji . I am authorized to sign for and obtain this ::;::: l ? �7 �_� "' Date: Al t/7 No: Status: Issued: Expires: D99 -0005 ISSUED 09/21/1999 03/19/2000 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 Streams: E adelC-. Date : - 1 — D1 99 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. J Rn UTI-(CEi$1E erriitt I'o Et99 0Ot1 t� a :, t 5 :� :, U i, �r @��ti � 4 • tt �� icv ut EiEVPEl M y� y l�i { i eti 61 12.' 1999 k k „Fh444Fk1i:k•F4! .io k• kM •* Fak'kkF *M4c kkkhhFkF444 *44441,44k 441‘'F e�-tlri r L =atrd i t i on , 1 N '. th�i,nrues :wi l i kid iiradl? to the a latl: uri 1e.. bi l eci bv= :• the • rier” and ttie 1 la Btl�'l, + 2 E i'tst`tr 1r.�,1 `D ? ni:l t'� sha I I. r b `obt ned °,t rr�c►u =xh •the orif tate C1.1t s and i 1 e:1. ctrica1 °r=�r w '6 l 1 bi: ,r1 >3eeted by F`t:hat a�xencv t 24,E 663 niec hani' cgV;Y,orll, sh31 1 Sbe. tinnl�t { ,.e>�at at.e 'be '`Alts ki ' +v sthe itv a,tc �Tcri;wl Ia. r s 1rls z d ° =n i.,n :ki., l 1 l=e vai labiesat ..t hie at;�t t 'ot anv ccr r uct it�irl� �1`he e docuriert :ar e,,te be in a' to tr +e8 le r"i,t l `:t tna l i,n iaect i.c {eiurava t. is 9r anted en:sr'eclal fiir:L 1�+�twiretl 'either Trhe•rtir erg a t'clr'ftttt�r eri4airzeer Sliall�,nucl t he• 1u §,4rrla }3ui • 1d'7 G itl�� itln gtapC?ointnient t the r1SC�CCt it'Yl 3> ernCre,sr Dt 1tli • tti'e,i,tsf bui iditiQ :ittSDec:ti.tl,t1 Cok e a.1'.. al 1: ".)5e i s i nsoet.'t i on r epor r. Ira f) be;. subitrl ttet1 to . the i u i 1' I nc1, £ U i3 i�ion In a' t me`Iv I�iti n er R= .iia1 i c onta in a =icire^- tryt, leuc i arise C =.e r r rsd .t 'v tit itlwU lClClri �e n9 r 1 rf''orme r L� y tlje Det ia,l ?ri^'i�e tt *r �.ha 11' `wtibmi t a Nt trtd l 1ut� =i r eDC:r C 3 xi t'a �iti � f►Shether`..th8 " "wor I r !?t7 L.?t'c1a 1 itlwL Cc...t.ltiri.4ic3�.: rp ;' tn' the be '. of • _the , .in. Creator s I.now l,etiuie i ri c onf' me rit e • Fs`1t;1i auprwAtedf 4}Iar}s• - an4i` s D0,Citi i cat lcn:, ,and th e • a of ieabie rt OIL Rab sh;il Dt•0Vi' ions.0t th UE�C , Pt`1 l .u : pr av apD l i'ati ,t.ireiroot i•no• as reuu;ir.ed t'v. UBC �tt.,ndat t `No Y4 , L ' r .N,. hal1 • he "sbe ct: a.I .in5c+ec:teti i;nstr'.uc +:�ti' Gtl..be dc'ri aC=l1 r`Ct/e • p'.lary� 'attd : :r °etitri r t'i1�erii~� of 't lie !i n 1loY'trl ; Ertr 0,01'6: c :od (19 9 • Lci itiV`t7? Li arlle`nded`:Un late Ilanic:31" Code (1'a''`, Ed • an (1997..E ! Va.l tti i.tv' 4t , t . the 1,' SStiarlt`.t~ o a ' perm t•' Ski ti 91.% L'd.I of i Ians . :. cue :t.:i' -;cat eons' and •,conl)utat ions _. a.1 l • no hie ;pry- tr^u6d t9: be a errnit far. "?or* ri 3p0ir'Ova of iat Lit : an . of . th e `pr•ov t,s, i on's of the ;l =u 1 );0, l:n9 curia, or <o v • any. • 'Othe'r, oraintiance oi'_ the .iur i �.d1Ctiun N0 O el mf,lt 'i*esunln9 ,t9 91 itv to ..viiolare} ar l:arit f the provi itln .17# chi:. coc1e aha f 1' be va'i i 1 1 4 Project me/Tenal feinooe e 1-, 5 f oo -6 4 COOS'r1UC f W.°ned remou of cttttit(G7 cclall5' ne ) Existing use: ARetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Vatof,Cootru ti lt t e 2 btes anaakrte.., s: iai -�.- City State /Zip: Tax 'arcel Number: Z (oZo4- 90 ProPro a l e s „JIB , � . Area of Construction: (sq. ft.) ) 4.6 Pho 2 • 2398 Street 4- s. C/ i tH' G a rty � ' � '1 +5 Fax 0. a 244 .8607 Co gt v: 2 Phone: Street Address: City State /Zip: Fax #: Arch4.\1111 3 . �/1t T � f " 1 1'r i t� -'11"^ Ph4n 8 3?? - 1 —V3� Street Addres : ��- T 4 111 t City State /Zip: c2.61 --. Fax #: q • • 6 Engineer: ) Phone: Street Address: City State /Zip: Fax #: Contact Pe on s : ph. Gpl-V lid Gt,ST51�D7H Ph ne: �• `� ,f...9 l �1 Street A , c7 T . 114/11-1- r 1e/ -. F ax . �� %r2 1 Description of work to be done: T T I feinooe e 1-, 5 f oo -6 4 COOS'r1UC f W.°ned remou of cttttit(G7 cclall5' ne ) Existing use: ARetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ MoteUHotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes Pr.no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes j. no Existing fire protection features: sprinklers 'automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: *"I ? l0 existing Area of Construction: (sq. ft.) ) 4.6 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes , .no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW 'OF THE FOLLOWMG: (Additional reviews may be determined by the Public Works Department) ❑ 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 ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt ft: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity' gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /7/.2- 99 Date application expires: 7 -a- 99 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING O UTHOR/ZED AGENT: Signature: 4 Date: 12 J) +, i"I Print name: /� V, J '^ '� '� I Phon�,� , ,� "1�' Fax #wr e”, 114D � � �� Address A � vu '-c l t � i Gi►v/ at p 6A. ! 1 ALL COMMERCIAL /MULTI -FA. Y TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MUST BE 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 SUBMITTED ❑ ❑ 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 c(riveways, 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.us.e 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. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction 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. ❑ ❑ 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 1 HEREBY CERTIFY THAT 1 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. CTPLRMIT.I)OC 1/29/97 • ^ :f Code ‘Desol ()El Amount 000/a22.100 itiONRE 776.7ti s'rArE BIJILOING is1J121:1iAit(311, _ 1 4 L3flnLe 00 4,-,%:*** "7 • 718199/22 9717 TOTAL ,, 781 25 . „ , 1 • . . 1 • , • y, • • • :•-•" • • ••••;,:.; . -.,•• •, • • : ••••,', • , Q1/14 9717 TOTAL 504.0 • INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project .w--- Ad ess: /40 pproved per applicable codes. Date want} Type of Inspection,] 47 1 called: Requester: Phone: Corrections required prior to approval. COMMENTS: Date: /,' g,„../.1 Inspector El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1'00, Tukwila, WA 98188 Project: 1 TONS' dress: OO(o SOu cevvi -er Type of Inspection: 1 Date called: VO Date wanted: Requester:1 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Nom .ets srz,(Acp ter....m#a.ncs occoptd ° 6 - pc.,14-to i exk Ei $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: . .0 Project• �^� Type of I a/ Ad dress• ++ 1.10 c ` " 'icempf lle Date ca e% J/ Special instructions: •C f. a ct d /I l l am Q � j Date wan d• (, a.m Requester ern Phone: l (X69` 7 7 ! � r- INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila .WA 9818 PERMIT NO. (206)431 -3670 Q Approved per applicable codes. K1 Corrections required prior to approval. COMMENTS: r1-r l t. r Plr/t ` ,/. /%A ko ray it, A 7C�S <''"lii ;:) D,fe: f $47. 'EINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. . INSPECTION RECORD Retain a copy with permit ' INSPECTIO NO.' CITY OF TUKWILA BUILDING DIVISION . .6300 Southcenter Blvd, : #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Proj Address: Special instructions: McAl Type of Inspection: Q::\. \'<\c Date called: /6- CO Date wanted: , Q. I ") .00 p.m. Requester: • COMMENTS: . • . 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Phbne: • T45620 14., Approved per applicable codes. 0 Corrections required prior to approval. . . . .„ INSPECTION. RECORD. Retain a • copy with permit . , INSPECTION : . . . • CITY OF TUKWILA BUILDING DIVISION %360 Southcenter BIvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)431-3670 tris2e2iay /46/07/0 Ad Special instructions: 04(0 Date called: e p.A o k o Date wanted: Requester: p A 77 04't Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insgitt DaW ED $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: • • " , . • • • • : 7 A .dress: m4 l/ Special instructions: Type of Ins ection: ' Pa, fry r 7-: Date cal11ed: Date wanted: Requester: Phone: INSPECTION RECORD Retain a copy with permit ' INSPECTION NO ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: O A.— A ._._' ..L1 i A. 11411 a $4 .10 REINSPECTION 0 " E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ._ _.. �. 1....;. .`.::x�fe.� «.'v..;ic'.'w.L.Y'A • "4✓'zx.' L "i..:J. J.:�Y � ✓)';iA'Si.t:e.:' ��k.•e_... ., .. INSPECTION RECORD Retain a copy with permit INSPECTION. NO. . ITY.OFTUKWILA BUILDING DIVISION 30,0 Southcenter Blvd, #100, Tukwila, WA 98188 .Project; Address: 1005 0( ‘`\\ 4hr\C1 .Special instructions: K Approved per-applicable codes. COMMENTS (97 a $47.00 REINSPECT! ($ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: & iF�C .ay:i:..tt:.. PaM,. .?[l ......r ,!t.'. .....n,.,i ,�Ji. C. ..r.. Type of In pecti ∎NO\ kr Date a ( Date wanted: •� • 00 Requester: tip L{ PERMIT NO. (206)431 -3670 n: (kh \y\r CX) Phone: A� -� oi-\ P 5 P.m. Corrections required prior to approval. Fire Depairtment tit :?o�c7 --90 }ii74ug , k` 7 { W ' AT.F . 7, �f'rq rWpr' iA4,41 mi'0 4 rvr t o �imie." 7,;,. 7157 1 r' n e `t ; 1 Retain current inspection schedule shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: PI L/A c..- Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signat \. . FINALAPP.FRM P,` T.F.D. Form F.P. 85 - .�' - 0z, 'Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 DATE CERT. NO. PROJECT LOCATION . • // ". S/O•feA ° 4 /10 AP° BLDG. PE - . T . •. A Dem. pot 5 10) OWNER WEATH . R - • • TE■ . AT AM AT PM ENGINEER ARCHITECT CONTRACTOR TO A/c S.J. is) ATTN• CASCADE TESTIN ABORATORY, INC. TESTING & INSPECTION / t thINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT ,e74. 73399 4-lly, 104 JA, 9 .5 73 -i17 (206) 823-9800 (206) 259.0817 AS REQUESTED BY: THE FOLLOWING WAS NOTED: COPIES TO' Tick PREVIOUS REPORT No. No. 6 3 9 2 1 7ici 5 ..$ e d eAA, 04 re a ,4 ni c" e._.1-1 45 v 5 hwi /19 4 /7:14 / u 3 i.cl t/44 "23/4zi -SX t2-,d 6t/eAZ , b cL e.k S 4/ is a.,S S421 j - h 1)54 A rikr-vta, vy i,cri-r d e x o i " 1 F i7 Yfis" is a c/ ' ii 4 ie?„..-0 a d . , in A Se -lc, Z.-.411). 5 ryer s z ‘,544 A 4 L AS 4.4 m t•-• / 3 /(i ) : //r4. /11 I 3 /14 ) 3 / 3 1S- 1 0 -441 () / Vbs I iy 3 ' . //1 1 1 1/2- VAL 3Z/4 sirs- INSPECTORr3/iPj?2weeev.y FIELD REPORT ., 7i/2--- SIGNED: • .2-'":;'"" ". ..• LOCATION 1 2' 3 4 5 6 1 8 9 - . 10 11 '12 PASS FAIL 1 . tio-Y ' /i %I✓ />4 I lii le h \� a ui, Ply 1 %o x'12 %14 CONTRACTOR . 3 i. I / ' l /14/t 1 %>d%P% 02 / if'? X /, i. 5k h ./7 //k./ JYY 01", cltr l7Z.ace X 1/s- -" 112, i _Oa 494 / /% / 13 ,731,1. II, ale M L `h " 1111 / & ,7/y Ph J%. tr /'Y ! /54. s� al 1 1 ? 9 / / i/z '� 1 4, ` ! 3 l k / 14 ) a l,� 3 '� /� l / 1 11 116 17g l/2 PAIN, /7y t `Z J?4 1%, fit. /) /'/i 1/ 1 'hi 2- �I ,D cc lf,�'g � (�S1t 01 g PA 3 1/i, � O/� '7 9 / / / 5 J4 L./ j3 ��. b(4) 1t 3 3 , 0?'18 08 of 1 o/& /% lid • . I r , OATE a? - t! '00 CERT. NO. 00042 -0 A PROJECT ,k /3 7.--°Y 3- S 1'r 2- #'' C 9. 79 LOCATION :vi ^ Sp i1oO BLOC. PERMIT D. OWNER E WEATHER j fen 3 r d T TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR . TO: AS REQUESTED SY• CASCADE TESTING ,SORATORY. INC. & TESTING INSPECTION / ,._.iNEERS /GEOLOGISTS 121141 IV C 124....LACC PliPMLAPO. w.sr.P.GTON soon* eves ATTN: THE FOLLOWING WAS NOTED: S£ r vice r J Po c / � c 3 S 9 2 % l v p r W a h . 9 373 Date 12060 4234400 12041250.0o I7 PREVIOUS REPO No. OATA SHEET FOR • • THICKNESS OF MATERIAL ON BEAM OR COLUMN Project Info . * .ge? 7 P — e t "•' 1 .. if:1 uril Ce447E.12- r/IALL. For Building Oeparelient Use . • • . . 60A rri-E. , INA Applicant Name: ----- Applicant Ad dtees: . Applicant Phone: - Location . Fixture Oescriphon r flunibei of Fidurcs W Mal Forme was Proposed tWe-x...41P-nVe PA. 0.- ----- . — Alteration Exceptions (check appropriate bee) 0 No Changes ant being trees to the lighting • ... ' 0 Less than 60 of the *dues ere new, and Installed lighting wattage is not being increased Laudon illoodfoom no.) Occupancy Description Mowed Watts per ft •" Arm in h Allowed x Area tWe-x...41P-nVe PA. 0.- .. From Table 16-1 (ever) - document all exceptions taken from footnotes Total Mooed WAS Location (flooriroom no.) Fixture Descriptirin -- P — OZ - 47111 m 11 7- nv Number of Fixtures WM/ Foams Watts Proposed Total Proposed Watts may not exceed Tow Mowed Watts for knew Total Proposed Watts • V, •••••••al.••••••—••••••••••• • • • • JAN 11 '99 11:45 GLP KARJALA ASSOC. A 19 4•Wsishin State o r sidenhial Ener • Lighting Summary • • • ! - Project Description I 0 New Building 0 Addelon Alteration • Compliance Option o P reialiitiv* 0 Lighting Power Allowance . (See Qualification Cheddial (over). Indicate Prescriptive LPA spaces dearly on parts.) Maximum Allowed Li tin Watta e Interior Proposed Lighting Wattage Interior (May not exceed Total Allowed Wads for Interior aximum Allowed Li htin Location Covered Putting Open Parking Outdoor Areas (by layette) Bldg. (by Penn:) Watta (Exterior) Note; for building extenor, choose enter the facade area or the perimeter memod, but not both) Allowed Watts Per le of per If 0.2 Wm 0.2 Wm 0.2 Me o.25 wm 7.5 WA! Proposed Lighting Wattage (Exterior) (May no exceed Total Allowed Warts for Exterior) 7 P.2/5 e *ti ." ":Form Area In le (or If for perimeter) Total Allowed Wilts 41■■•••• ails may not exceto Total AHGivrd Watts for Exterior RECEIVED Total Proposed Wins Aimed Watts It (or x I0 CITY OF TUKWILA JAN 12 1999 qq,0005 PERMIT CENTER use' LPA' (Wan UM' LPA' pint) Painting. weletnm. carpentry. machine shoos 2.3 Police Ind fir :stations' 1.2 Banes shoos. bush shops 2 Atria latritanal I Heal benauatonfereneersshlbttion nett r ' 2 Assambly apses ° . suditarlurrts gyms a bur ars 1 Lao/atones - 2 Process dents 1 Aircraft Mohr naWQifs 1.5 Rrsd1/aflilhaR' 1 _ Catalogue. last food establishments' 1.5 1.5 Retail A Reid ' R r , 1 . 1 .5 Factories. workshops. nations areas Gas stations. auto repair :moos' 1 5 Locker antllor snowy( facilities 0.6 tnstalaions 1 S Warehouss ;' storage areas 0.5 Libraries' 1.5 Arcraft stet to hangars 0.4 Ntasln9 na 1.5 Pa►tdnQ garages s-al. 'ua Wholesale stores 1. ON rsek anent • I I 1.5 tats Carteawsae 1.4 Plans Submitted for C . . Areas ON ' woos buildings. school ctasroam& acv case tenon 1.35 Common area. camdars. escsot erti concourse) 0.8 Laundries 1 1.3 Toilet tscrlbes and washrooms 0.0 Office buildings. afcaradnrrwirra ve area in famines of atlas use types (including out not firmed to sewds. hospitals. institution. museums. banks. atwes'isl' "' 1.2 . , loR`�u:.'v�vLaan��u W 4. Wai. l ea 1 11.• • • J u s . . JAN P K AR�AI AS Was.'.. reafveveanaat poly Cote Cf' foss cantos Qualification Checklist Lighting Fixtures: Nan. II occupancy type is 'Other and enure answer sea cheaaed, IM number of doors to the apses n 001 limned M Cade. Cleary indicate these soave on pons. d not qualified. do LPA Calculation'. <P 3!5131' Prescriptive Spaces oi:cuaancy 0 Warehouses. storage areas or sircrah enrage hangers 4 Cheek here if at Nast 95% of fi>nures n the space meet as four omen. 1. Foams ale fluorescent. non - lensed, with only ohs or two Wraps. and 2. Lamps are T -S. T -0. T-0 or PL, end 3 Lamps are 5.50 Watts. and 4. Ballasts are electronic ballasts Table 15.1 Unit Lighting Power Allowance (LPA) for Interior Lighting Apra. IPM Foomotes for Table 16-1 In casts in which a use is not mentioned specifically. the l 'nit Power Allowance shall be determined by the building ollicill. This determination shall he based upon the most comparable use specified in the table. See Section 1512 for exempt areas. The wins per square toot may be increased. by two percent per toot o)'aiting height above twenty feet. unless specifically directed othcr'Mu by subsequent footnotes. Watts per square fool of room may be increased by rwo percent per toot of ceiling height above twelve fat. 4, For all other spaces. such as seating and common eras. use the ( /nit light Powr,fllo»ance Ibr usembly. 5. Wars per square fax of room may be increased by two percent per tool of ailing height above nine fat. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ol'a Boor.. Unit Lighting Power Allowance of 1.35 may be used for usable odicc door area and 0.80 watts per square toot shall be used for the common areas, which may include devetor space. lobby area and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For the lire engine room. the Unil Lighline Power Allows= is 1.0 wins per square foot. 9. Far indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court areas 2.6 watts per square toot. 10, For both Retail A and Retail B. light for &cc- standing display: building showcase illumination and display window illumination insulted within two Ica of the window are exempt. Retail A allows a Unit Lighting. Power Allowance of 1.0 wars per square foot. Ceiling mounted adjustable tunptcn haiogcn and 1W) merchandise display ill uminines are exempt. Retail B allows a Unit Lighting Power Allowance of I.5 watts per square foot. including all ceiling mounted merchandise display lununana. I I. Provided that ',door plan. indicating rack Iaation and height. is submitted. the square footage for a werehtwae may be defined. for cumputing the interior Unit Lighting Power Allowance, as the door area not covered by racks plus the vertical face area faceess side only) of the racks. The height allowance detincd in footnote 2 applies only to the door area not covered by racks. 1fAxah.IVItlist IM011M6011 It squiied ■ LEA EMELII Zara.3111=111111==n11111 MET:421_ MEM ==i1r=411111=217=r=1 rairszn mom womm Kam! L.3.2-1 MC3a 3 MEMO ME= Mr=iiiiMil 7711=1111111111111111111111111111111111111111111111111111101 SIAM MIMPrirf=i11 EZ1 7.•I• 11111111111111111.11111110111111 MOM MEITIPrn MEDI .-'• I It11"/ Ito Ile 1 111-: -t t",7 ) • E (i====111111111111111.1111 ItECH4AOT or E • • SCMCMII with ha. . • wese.rsw bergs Cow G* S.sre : ! -} ICPR Lighting ' ermi Lighting General Requirements 111 %.i ia.:S Mrel. ' 11113.1 Lineal Celine' and Accsaslbsuly :.lasn encisse0 by N csiliry.IggM as/seine. ems Nbrovlead wan banging contras legatee tin apace. TM lighting clause. wneflu■ ens et Mace. shah be , • • eayM. d earning off s1 Igms whhin the apace: The comas seal be • . rgeby 4es}saibls. at M peint e(seety(YN. N pereonel scsuplinl or v$p*ine epics ErispWas: fieevieig liming coition may be convoked M rSMMS 4eaaens Wining connote fo/ space which must es used as a whole 2 AIaMn/de, 3 Canbsls reoitiring aired' oparawn. a •• Cor oN la safely hassres and iecu„ty... • 1 1 13.2 Aha Cell /dis: The Madmwm I genet gait may ea conmohad frern a eineinade camel thee not exceed etal such ie Mdwded bye twenty aniaer cireuil,leaded l Ail Ater. than tign v pats M.'A camel may ei instilled pw'00 the indhadual swAehes main their 'Cajolery te•'unseen hMSpeAds N. Cl/suit b►wMeo May apt M use lithe soli mars of swihing, Erespdone:' 1 ?.: IeWussislet, nienulaearrirq .prooess Mayes' 'hOurred .': Ir prsducuosi. 2. Mess less Ion Ibe peiceml of the Wilding footprint fit (eot ;over 100,000 It 111 Daylight Zen. Consrel:;Al delighted zones, as defined in Chador 12. both under avarhadglailrq and adjacent to vertical glazing. stall be prwilled with 2nd i isuel careralc a deylght• of occupent•ssrorng ate male camels: oinich eerita lid lights inseaMent of general area Irghiwg 1313.4 DuWY. Eatribklan and;5pseiafty l.rghting Console: Al drsplsy salwb4ron er spocesy hgfainb shah be con lobed ndependenly et 1 1513.3 Auumsac Shutoff Cones's,Isterior:•E4w of lighting net intended let, 24 sitenueuivse :shit be autoi swtehed by IwNf pti se.i r s ews Olin Of one► rho phMasel AYwrare IYnr Oil l alas, h pngrahlast.i* fe001 wheh gswM fns • leis if sewers sad arse sweep for at Nast 10 Mn. M pewee is beanerpgd. 1113.1 Auuteale Shut Off Cdnstelc Inwlbr: Ohm wig* Nang Man' 25.000 M and ell seMol etuueonrs SKI e. equipped Wen sooerw. : suwneds :seam to Mon off Me Ignin dusMq • wweusidd hew* • ninon,* sinners may M en saplpenay *Mir. tYM switch. if o :: de vies aNW sl wonrakaiy awing off lbhing.. • Iuuap hea 1. Amos MO must do saminuensfit ilralriMNd. of 1luMitaed m manse! 515 Mwy Manua apwetnn al the i NIN ` . EMSrgency frghai */spins Switehrq let iniltmel l et w,MWasludng mecums legatees as ; pray M !soured fM g,.sr*fiemr 1112.1.1 Occupncy linters; Occupenry somas shoe M cipsbls milme Kaly turning Of all hots igns el an ere* (1s Ihetd Men 30 t iiredi ,.. clear *Safeties, anti has Nei vented. • 1012 l.2 Atnenrade Time Smile/ma: Au einilb tilos retches *hat her• a lliitiene 7,66 slept sM M spew "*f being set lee 7 di/fosses day tome M imam hid Nsaprwe all IMemelis he idy'slwMlP , Mich turns oho all feeds Ir at Napa 24 tears and Man tow uas malthee/ r. ; sehedue aperwiens. Auteadc We sonishen IMO also had pops*!.. besb•up oasotilidw'. which pte tint ml loss of regraru and Ilins weirge fa M bast. 10 hours. I eswis! s idenuled. Aulanasc inns swilsnos shop Mewling' an ew►.nda switching twigs is aadiy iccasible: is bested as ;tests person using Me done can as. dte Ighte or she emus con0olled by me snitch. et se Me are ayes Ming ihasi utod is arrrtuncieted: is eiantety spetotad: aliens the lighting to !*Mari en for no teas Man two fours when M o '.rule ini5Md: bard consols an atm not sessedMq 5.00011' w 3 pen:erit • I'eoeid fmt loslprine mot 100.000 IV. *Whim f is grower, • . • , • 100 West Street, Pittsfield, MA 01201 (413) 4964000 (413) 496 .; , ' • , • VIA AIRBORNE EXPRESS . , September 7, 1999 • .;.•", • • • . •, • • , City of Tukwila Building Division 6300 Souihcenter Blvd., Suite 100 • Tukwila, WA 98188 Attention: Ms. Brenda Holt •. , KB Toys #0874 ' Southcenter Mall (Building Permit) . Dear Ms. Holt: Sinc rely, • Emily Sefcik Construction Scheduling Coordinator . . Direct dial 413-496-3446 Direct fax 413-496-3609 E-mail: esefcik@kbtoys.com This correspondence is being directed to your attention to request an extension on our building permit. We are Anticipating a mid-January 2000 construction start date, and would ask that you hold our permit for thirty (30) days from the date of this letter. Our general contractor, AIC Services, will send a representative to pull the permit before the thirty days are over. You may respond to this request by mail, telephone, fax, or E-mail at the numbers/addresses listed below. If you have any additional questions and/or comments, regarding this correspondence, do not hesitate to contact me directly. cc: CCS/Vincent Rodriguez, AIC/Gene Hagen, KB/Phil Hoover, File hAshare\autocad\kb2000\0874seat\letters\90907b1d.wpd ACTIVITY NUMBER: D99 -0005 PROJECT NAME: KB TOYS Original Plan Submittal: Response to Correction Letter DATE: 1 -12 -99 Response to Incomplete Letter Revision # .. After Permit Is Issued DEPARTMENTS: "Division Builtli jz I L lata � u lic Works `'I Perm\k Coord. opq PLAN REVIEW /ROUTING SUP DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route C Fire aention Planning Division Structural ti l ` 17 Fh Permit Coordinator Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 1 -14 -99 No further Review Required qf Not Applicable ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -11 = 99 Approved n Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. WR•ROUTE.DOC W9B • City of Tukwila Fire Department Fire Department Review Control #D99 -0005 (512) Re: K B Toys - 1006 Southcenter Mall Dear Sir: January 13, 1999 John W. Rang Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your' establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-44.39 City of Tukwila Fire Department Page number, the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13.• Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 s; • City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler . work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) 4. H.V.A.C. units rated at greater than 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 1 City of Tukwila Fire Department Page number 4 Thomas P. Keefe, Fire Chief Local U.L. central station supervision is required. (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been, obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The. Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform . strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due. to location on property, fire resistive . requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building.Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 7. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 4439 5 . , CC: TFD file, • ncd • The Tukwila Fire Prevention Bureau 8. This review limited to speculative tenant space only • special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Headquarters Station: 444 Andover Park East • Tukwly, Washington 98188 • Phone: (206) 575 • Fax (206) 57•4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•1404 • Fix (206) 37$4439' . • • • ' SHEET I DESCRIPTION 1 REVISED ARCHITECTURAL VENDOR THE GENLYTE GROUP CATEGORY LIGHTING/ FLUORESCENT, CONTACT GERARD BLANDINA PHONE (908) 810.4505 DEMOLITION FLOOR PLAN TRACK, INCANDESCENT FIXTURES ARCHITECTURAL FLOOR PLAN - DELL FIXTURES CHECKOUT COUNTED CORNICE, DONALD KOGH (61 4) 449 - 1950 STOREFRONT ENLARGED PLAN / ELEVATION VALANCE, CORNER FILLERS, PLATFORMS. PEGBD. FILLERS, A202 STOREFRONT DETAILS TABLE IO-A COUNTING RM. SHELVES, MONITOR WALL FIXTURES, FRAMING PLAN / DETAILS - INTERIOR ELEVATIONS SLATWALL t TRIM, RESERVE CHECKOUT ARCHITECTURAL REFLECTED CEILING PLAN - EMI A801 ARCHITECTURAL DETAILS - ARCHITECTURAL DOOR/FINISH SCHEDULES MANDEVILLE SIGNS SIGMA. - NEON SIGNAGE - SAFETY DECALS JEAR. MANDEVILLE (401) 334-1100 R.J. MURRAY GO., IMO, HVAC UNIT, THERMOSTAT/ BOB BRISKIE (518) 392 -4151 CARRIER REFER TO SET, M801 FOR ADDITIONAL EQUI, I ELECTRICAL POWER PLAN EXT. 3051 CORNELL STOREFRONT ROLL DONA! GRILLE DAN BRODA (BOO) 862 -6994 SYSTEMS — I ELECTRICAL PETALS —_— - I ELECTRICAL SCHEDULES LIGHTING SYSTEMS TOO LAMPS - BULBS DEBBIE SMITH (BOO) 622 -2852 AEI FOREGROUND M)SIG MUSIC SYSTEM STAGY (206) 329 -1400 EXT, 5168 INTERLOCK 555Aor RES INTERNATIONAL - DISPLAY TRUST GAMINE JACKSON (600) 468 - 149'/ = :(612 551 -3668 ASSOCIATED CARPET STOREFRONT FASCIA TILE, STOREFRONT FLOOR TILE, DIANE RAMDASS (212) 633 -0250 GEN,!HIOOD II VINYL BONDED WOOD FLOOR. LOZIER WALL CASE UNITS, - FLOOR GONDOLAS, ROBERT MOLLWITZ (614) 166 - 5595 END GAPS, SLATGRID SHEET I DESCRIPTION 1 REVISED ARCHITECTURAL A001 TITLE SHEET - MON DEMOLITION FLOOR PLAN - ARCHITECTURAL FLOOR PLAN - . AIO3 ARGHITEGNRAL FLOOR FINISH PLAN - A201 STOREFRONT ENLARGED PLAN / ELEVATION - A202 STOREFRONT DETAILS TABLE IO-A .03:3111 MEE FRAMING PLAN / DETAILS - INTERIOR ELEVATIONS - ARCHITECTURAL REFLECTED CEILING PLAN - EMI A801 ARCHITECTURAL DETAILS - ARCHITECTURAL DOOR/FINISH SCHEDULES - z M401 M801 MECHANICAL MECHANICAL HVAG PLAN - MECHANICAL SCHEDULES/DETAILS 200 rest - - SPRRIKLERED BALD % AISLE WDIV 44 I Has ELECTRICAL /5101 I ELECTRICAL POWER PLAN - goo W W I ELECTRICAL LIGHTING PLAN FINISH RATING I ELECTRICAL DETAILS GRAFTER 8 — I ELECTRICAL PETALS —_— - I ELECTRICAL SCHEDULES CHAPTER 8 LIGHTING SCHEDULES - FIRE PROTECTION FP4OI FIRE PROTECTION PLAN - FIXTURNIG F101 ARCHITECTURAL FIXTURE PLAN I - CATEGORY REQUIREMENT REFERENCE REMARKS .45TRGTION TYPE TYPE 2 -N `- -L- T1ON ........ N SEPARATE OCQPANCY M SECTION 3-A !NAIL STORE • RMIT OCCUPANT LOAD 1:30 (BETA`_ SALE) TABLE 10-A SEE BELOW APFROVA - 1:300.(STOGKROOD9 TABLE IO-A SEE SHAW RE UIREI TOTAL OCCUPANTS ICS _ SEE BELOW EXIT WIDTH 01 Yates Per OLQPANT SECTION 10032 18' REOD (XXX PROVIDED) N11.8Et OF EXITS 2 SECTION 10051 .6 THAN 500 OCCUPANTS DISTANCE TO EXIT 200 rest SECTION 1009,4 SPRRIKLERED BALD % AISLE WDIV 44 I Has SECTION 1003210052 GREATER THAN 50 OCCUPANTS FIXTURE RATI NS GLASS C CHAPTER 8 FINISH RATING CLASS II - WALLS GRAFTER 8 GLAD 11 - FLOORS CHAPTER 8 OCCUPANCY CALCULATIONS SALES AREA 2,969 square Peet 81.1 % 2,989 / 30 =100 STOCK ROOM 365 square Peet 11.2 % 385/ 900 = 2 CORRIDOR Ma - - TOILET n/a - - COUNTING ROOM 56 scums lest - 1.6 % ./1c70, TOTAL 9,490 equine feet 100% 103 occuponte ABBREVIATIONS GENERAL NOTES LOCATION PLAN L 6EE2AL...TRACTO R SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTeo .651110IS AID DR 545K S PRIOR TO CONSTRUCTION ANY DISCREPANCIES 54.4,_ BE REPORTED TO THE TENANT AND ARCHITECT. 2 6EHERA. CONTRACTOR SHW1 COMPLETE ALL YDRK A6 RDIOATED qi TEE PLANS IN UE6 OTHERWISE NOTE. TEE 6BERAL CONTRACTOR SHALL OBTAM FERMIS. APPROVALS. I SPFCTIOS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF MOlPAN, AS REi)IRED LRE S ORE RIESE NOTED, 6EERAL CONTIRA:CTOR SHALL CHECK M NTH AR O COORDINATE ALL YORK VI TH THE LANDLORDS PROJECT PERSONNE- SIBERAL CONTRACTOR SHALL PROVDE A TEM./WARY STOREFRONT CONSTRETION BARRICADE AND TEMPORARY ROVER, L1615 t 53J5INONE IN ACOGTDANLE MITE LANDLORDS AND TENANTS REGUREMENTS. &BERYL CONTRACTOR SHALL REMOVE ALL MESE RTES AT THE COMPLETION OF YORK OR AS FEOIIRM b. 6EERAL CONTRACTOR SHALL HAVE MOATS SPACE CLEANED IAON COMPLETION aF WORK BY A PROFESSIONAL CLEAN. SERVICE 6=82AL CORRACTOR SHALL MAINTAN oN SITE AT ALL 5. , ALL APPROVE DRABS INCL.. ALL ...NS AD ADDENDA 8. 6BERAL CONTRACTOR SHALL EE RFSPONS LE FOR Al SAFETY PRECAUTIONS AND REGUIRE@RS DLR. CONSTRICTION 9. ESE S,. CONTRACTOR SHALL CO./ EM ALL WORK M A MEAT MD PRO., 50NA'L MM1E3L 30. 6EFRA. CONTRACTOR SHALL PROVIDE AO E N TEAR ...NTT ON All WORK AID MATERIALS FROM DATE OF ACZEPTANYE `„ TOONf. TENANTS NEC...AL PLANS FOR ADDITIONAL 114 RBa1s@8ms) 6BBtAL CONTRACTORS WARRANTY MST ALSO MADE LASOR Ys54 MA IFACTLTERS WARRANTY IS 'PARTS ONL, 11. TIE 6ENE9A_ CONTRACTOR SHALL BE NTSP0.15LE FOR TE RECEIPT OF ALL OM82 S RED MATERIALS AND MUIPMQR. THE 6053AL CON 7 ,TOR SHALL NOTIFY THE TENANT IF ANT MATERIALS OR 59AF ENT E33 Kn ARRIVED AT THE JOB SITE M A TRENT MANE, ALL SHNPNENTS SHALL BE INSPECTED UPON ARAN/AL FOR DAMAG, 54ORTA6E5, AND INCORRECT MATERIALS. ALL PROBLEMS SNIT_ BE REPORTED To THE TBIANTS FI RCHASIN6 DEPART.. AIM ATELY. TE 6057,91 CONTRACTOR STALL NOTIFY TIE CARRIER ...TELY OF ALL DNMASES AND CR S.M.. AEC* OBTAIN A RECEIPT FOR SUCH. AT THE COMPLETON OF THE PROJECT THE 6E82AL CONTRACTOR SHALL N'ITIFY THE TENANTS P R.A6R46 TFSMRH.T OF AM' 5451W5 EaRPH54T FOR FRCfER DISPOSITION KEY PLAN - n!w.PSg SITU Q. THE 6E18WL CONTRACTOR SHALL RECEIVE, AEEERE AND /OR INSTALL STORE RM.R. (PER moan, FIXTIRE DRAY0455) AID OTEA ITE15, PRIOR TO TE DELIVERY OF MERCHANDISE TO TE STORE 13..ERAL CONTRACTOR SHALL COORDINATE N1 TRADES NECESSARY TO COWL-RE TE WORK OUTLIER IN mace DOCUMENTS. 14. AT THE...TION OF THE PROSLT THE 615457.41 CONTRACTOR SHALL PROVIDE N EXTRA GARTCN OF EACH LEL. TILE AND CERAMIC TILE USED G. rc IS STRONSLY RECOMMENDED THAT NO CONTRACTUAL ASRE@fNTS OF ANT KIND BE 51644157 PRIOR TO RELENT. AND 114044OI51, REVIM%A,L APPROVES FROM ALL OF THE REELLATORY /5540.5ES HAVING sUREPICTION OVER TINS PROJECT. W. DUE TO THE NATURE OF THE MIRK Al DINEa51036 GHOYN 513,1 BE CONSIDERED APPROXIMATE CONTRACTOR SHALL FIBD VERIFY ALL DIM@SIORS PRIOR TO EEG WING CIXSTRGTIOU 51103 M I.5 SHALL BE SUBMITTED TO TIE ARCHITECT FOR APPROVAL WIOR TO FABRICATION OR I.TAL,TION OF ANT ITEM. FALURE TO ADIEPE TO TINS PEG: T13RE SHALL PLACE FULL RESPON5lBILTY FOR ANY ERRORS DIRECTLY UPON TIE CONRACTCR TI. TIE ARCHITECTS KILL NOT HAVE URITROL OVER OR CHARGE OF AND PILL NOT BE RESPONSIBLE FOR CONSTRUCTION NEAS, METHOD, TECANIOLES SEdENCES OR PROCEDURES, OR FOR SAFETY PRECNRIONS AND PROGRAMS IN CORPLTON NTH THE WORTS SINGE THESE ARE SOLELY THE CONTRACTORS RLSPONSIBILTY. THE ARCHITECTS WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FALLRE TO CARRY OUT TIE YORK IN ACCORDANCE NTH TIE CONTRACT DLYM8375, TE ARCHITLTS Mi. NOT HAVE CONTROL OR CHARGE OF AND PILL NOT BE RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR SUBGQttRACTORS. OR THEIR AGENTS CR EMPLOYEES, OR OF ANY OTIBL FM.. PERFORM. PORTIONS OF THE WORK. 18. ALL DOE SIOMS GIVEN ARE FROM FACE OF FINISED WALL TO FACE CF FWSH® POLL, OR HEIGHT ABOVE FINISHED FLOOR ROIL 19. THE TENANTS CONTRACTOR MUST REAR ALL ROOF OPINI.S TO MEE, MALL STANDARDS POEN REMOVI. EXISTN6 EO)IRENT, ORBS, ETC. GROUND LEVEL SPACE 460 TYPE FIRE PROTEGT1OH I UNIFORM FIRE CODE - 1994 EDITION ■Ith STATE OF MLASHIN0TON AMMENDMENTS BUILDING PLIMIBIMi6 htEG:ANIGAL ELECTRICAL APPLICABLE CODES UNIFORM BUILDING CODE - 1994 EDITION NI. STATE OF WASHINGTON AMMENDMENTS UNIFORM PLUMBING CODE - 1991 EDITION Wlth STAATE OF WASHINGTON AMMENDETITB UNIFORM MECHANICAL CODE - 1994 EDITION Lath STATE OF WASHINGTON AMMETIDMENTS NATIONAL ELECTRICAL CODE - -MI5 EDITION with STATE OF WASHINGTON AMMENDMENTS HANDICAPPED I WASHINGTON STATE CODE and AD,A CODE INFORMATION PARATF _RMIT AN( •PRORAE REQUIRED NOTE , GENERAL CONTRACTOR TO ALLOW 9 -10 CALENDAR DAYS FOR EQUIPMENT TO BE DELIVERED FROM DATE OF NOTIFICATION GIVE TO VENDER'IT SHALL ENE THE GENERAL CONTRACTORS RESPONSIBILITY TO SCHEDULE THE RELEASE OP EQUIPMENT. VENDOR LISTING SHEET INDEX I'a -0 1 Q I OOI O MMB SECTION NIER `T NUMBER A ELEVATION NUMBER O SHEET TEM®ER A— ELEVATION LETTER ELEVATION ::RIM+ SHEET NUMBER 1 DETAIL NJMIDER SHAT NIMBER — FINISH MATERIAL — FINISH EMBER SALES AREA — SHEET NUM DER. SECTION DESIGNATION INTERIOR / EXTERIOR ELEVATION DESIGNATION INTERIOR ELEVATION DESIGNATION DETAIL DESIGNATION COLUNMN SRID MMSCR / LETTER ELEVATION HEIGHT CEILING HEIGHT DOOR SCHEDULE NUMBER PARTITION TYPE FINISH DESIGNATION ROOM NAME AND NIMBER GEILINS &RID STARTING POINT LINE OF SOFFIT OR SUSPENDED ELEMENT TENANTS LEASE LINE CENTER LINE MATCH LINE REVISION DOO SYMBOLS NAME KAYBEE TOYS SPACE 5 460 ADDRESS 1006 EGUTHGENTER MALL SEATTLE, WASHINGTON 18188 -2888 STORE ADDRESS KAY BEE TOYS ;00 WEST STREET PITTSFIELD, MA 01201 CONTACT RICH W.,ESSELLS ARCHITECTURAL PROJECT MANAGER PHONE (415) 416 -3508 FAX (415) 416 -3615 CONTACT MARGIA SWEET ARCHITECTURAL PROJECT COORDINATOR PHONE (413) 416 -3511 FAX (413) 416 -3615 NAME ADDRESS TENANT ARCHITECTURAL MANAGER NAME ADDRESS CONTACT PHONE FAX KAY BEE TOYS 31335 CARTE RIMOLA TEMECULA, CA. 11251 PHI! 14 °.0 /FR (909) 613 -0558 (109) 613 - TENANT CONSTRUCTION MANAGER NAME KAY SEE TOYS ADDRESS TOO WEST STREET PITTSFIELD, MA 01201 CONTACT KAREN POWELL PHONE (415) 416 -3511 FAX (415) 416 -3645 TENANT PURCHASING DEPARTMENT PURCHASING • ew NAME ADDRESS CONTACT PHONE FAX LANDLORD RICHARD E. JACOBS GROUP, INC. 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145 DEB ZEIL 440.512 .2505 440 .244.8601 NAME CITY OF TUKWILLA BUILDING DEPARTMENT ADDRESS 6500 SOUTH CENTER BOULEVARD, SUITE 5 100 TUKWILLA, WA 18155 en OF PAYOLA CONTACT BOB BENEDICTO PHONE 206.4513610 JAN F. , FAX 206.4333665 BUILDING DEPARTMENT ARCH I TEST ADDRESS CONTACT PHONE FAX E -MAIL NAME CALVIN J. COATSWOR H, Al ARCHITECTS, INC. 2450 DUPONT DRIVE IRVINE, CA. 12612 DEB SANDS (545) 533 -1130 (145) 533 -1140 dabs ®GGSat.GOm ELECTRICAL ENGINEER NAME ADDRESS CONTACT PHONE FAX MECHANICAL ENGINEER NAME ADDRESS CONTACT PHONE FAX GLP KARJALA ASSOCIATES, INC. 3155 -C AIRWAY AVE. COSTA MESA, GA.12624 -4601 DALE KARJALA, P.E. (114) 151 -1851 (114) 151 -4216 RPM ENGINEERS, INC. 2041 BUSINESS CENTER DR., SUITE. II IRVINE, CA. 12612 RAYMOND PHUA (141) 476 -1554 (145) 476 -1555 crtlinance. tans FILE COPY SE,RATE RECD RED ■—/ EL ECHANICAL 1 1 ECTF :C RECENED cltt of TuXwlu JAN ? I 1999 Calvin J. Coatsworth, AIA PROJECT NC. 55100 DATE. I I JANUARY ISIS DRAWN BYt CVC /S STORE NUMBER: 0514 SCALE AS NOTED FILE 0814AOOIDW6 .. GROSS AREA 3,430.4 SALES AREA 2,155 5 STOCK AREA 385 5 COUNTING ROOM 56 5 CORRIDOR 5/0 TOILET REVISIONS 2450 GDR ORlve Irvine. CA 92612 Rare 949833630 Fax. 9498 3.1140 SHEET TITLE: TITLE SHEET PE IT D T 1D5 A001 TENANT IMPROVEMENT PROJE TEAM IB DEMOLITION FLOOR PLAN SCALE. 1/4' - T o• 24'_O• 7i 7 43) WALL LEGEND REMOVE EXISTING STOREFRONT INCLUDING GRILLE AND ALL RELATED WALLS, SOFFITS, ETC, TYPICAL 2, -O" EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED EXISTING MASONRY WALL TO REMAIN EXISTING MASONRY WALL TO BE REMOVED I. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL DRAWINGS PRIOR TO BIDDING TO DETERMINE TrIE AREA AND SCOPE OF WORK. THE GENERAL CONTRACTOR SHALL REVIEW THE SCOPE OF DEMOLTION WORK WITH THE LANDLORD'S REBPRE- SENTATIVE TO FURTHER DEFINE TIE LIMITS OP WORK AND ALL SIMMALL PHYSICAL CONSTRAINTS, THE GENERAL CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY OVCER OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. 3. 4. 5. S. 121' -4" OVERALL LEASE AREA PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, DUMPSTERS, COOR- DINATION, PERMITS AND FEE5, TO REMOVE AND PROPERLY AND LEGALLY DISPOSE OF OFF SITE ALL PREVIOUS LEASEHOLD IMPROVEMENTS, UNLESS NOTED OTHER1115E. IN GENERAL TERMS, THE SCOPE OF WORK INCLUDES THE COMPLETE REMOVAL OF ALL FLOOR, WALL, CEILING, AND PLENUM SPACE FINISHES, FIXTURES, SUPPORTS, FRAMING, ETC. WITHIN THE LEASED PREMISES. REMOVE ALL FLOOR FINISHES INCLUDING CARPET, VINYL TILE AND COVE BASE, CERAMIC OR MARBLE TILE, OR WOOD FLOOR. FLOOR FUST BE FREE OF GLUE, BACKING, OR MORTAR AND READY FOR NEW FLOOR FINISH. FLASH PATCH HOLES AND IMPERFECTIONS TO CREATE A SMOOTH FINISH. REMOVE ALL RETAIL FIXTURES, CABINETS, DRESSING ROOMS, WALL DISPLAY SYSTEMS OR PANELING. RESTORE ANY HOLES IN WALLS CREATED BY THIS DEMOLITION. PREPARE WALLS THAT ARE TO REMAIN TO A LIKE NEW CONDITION. REMOVE ALL APPLICABLE INTERIOR PARTITIONS TO DECK ABOVE. REMOVE AL DRYWALL CEILINGS AND FRAMING TO THE DECK ABOVE. REMOVE ALL ACOUSTICAL CEILING TILE, GRID, ANGLES AND WIRES. REMOVE ALL LIGHT FIXTURES, ELECTRICAL WILMS, WIRING AND EXISTINS ELECTRICAL PANELS. DEMOLITION NOTES T. REMOVE ALL DUCTWORK, DIFFUSERS, AND ASSOCIATED WORK. REMOVE EXISTING WAG. UNIT AND PREPARE MOUNTING AREA TO RECEIVE NEW UNIT. S. RELOCATE FIRE SPRINKLERS AS REQUIRED PER FIRE SPRINKLER DESIGN -BUILD PLANS PREPARED BY THE GENERAL CONTRACTOR EXERCISE CAUTION TO MAINTAIN FIRE SPRINKLER SYST.1 DURING DEMOLITION PROCESS. GENERALLY, THE LANDLORD IS RESPONSIBLE FOR HAZARDOUS MATERIAL REMOVAL IF APPLICABLE, BUT THE CONTRACTOR SHALL VERIFY THE SCOPE OF WORK WITH THE OWNER AND LANDLORD AS RELATED TO HAZARDOUS MATERIAL REMOVAL PRIOR TO SUBMITTING BID. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING, AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS AND PEDESTRIANS. COORDINATE WORK WITH LANDLORD FOR SYSTEM SHUT -OFFS AND REROUTING AND TEMPORARY CONNECTIONS AS REQUIRED. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED. ALL DEMOLITION FORK SHOULD BE COORDINATED WITH MALL MANAGER SO AS NOT DISRUPT ADJACENT STORE OPERATIONS. CONTRACTOR SHALL CONTACT MALL MANAGEMENT PRIOR THE COMMMENOEMENT OF WORK FOR MALL SPECIFICATIONS AND WORK HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION WORK FROM THE PREMISIS IN A THOROUGH AND CAREFUL MANNER CODE REQUIRED E5REES3 MUST BE MAINTAINED AT ALL TIMES. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE, UNLESS NOTED OTHERWISE, WON COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE OM ER AND LANDLORD. RELOCATE ELECTRICAL EQUIPMENT REMOVE EXISTING WALLS A5 INDICATED SAWO, OPENING IN MASONRY WALL DEMOLISH IN AN ORDERLY AND CAR., MANNER AS RECE1RED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDINIG. PROTECT EXISITNI6 FOU°DATIONS AND SJPPORTINS STRUCTURAL MEMBERS. FROMTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK. GR., Acv N1E5 NO RESPONSIBILITY FOR ACTUAL 00!.TION OF ITEMS OR STRUCTURES TO BE DEMALISHED. ITEMS INDICATED TO BE REMOVED BUT OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE A5 WORK PROGRESSES. STORASE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTTED. USE TEMPORARY ENCLOSURES, AND OTHER METHODS TO LIMIT DUST AND DIRT MIGRATION. COMPLY WITH LANDLORDS REQUIREMENTS AND ALL APPLICABLE STATE AND LOCAL COL,ES PEiRTAIN1NE. TO ENVIRIONHENTAL PROTECTION. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY WITH APPLICABLE REGUALTIONS, LAY., AND ORDINANCES CONCERNING REMOVAL, HANDLING, AND PROTECTION ABAINST EXPOSRE OR ENVIRONMENTAL POLLUTION. BURNING OF REMOVED MATERIALS 15 NOT PERMITTED ON PROJECT SITE. T t::c 000 RECEIVED CITY OF NKWIL0. J 1 1999 FERN, CENTER Calvin J. Coatsworth, AIA 2450 C 001E DTlve Irving. CA 92612 Phme 949833.1930 Fez 949833.1140 PROJECT NO. 98100 DATE II JANUARY 1994 DRAWN BY DPI G /G /5 STORE NUMBER. 08 SCALE. AS NOTED FILE 08R4G12.17W6 GROSS AREA 3,430 S+ SALES AREA 2,984 STOCK AREA 385 S COUNTING ROOM 56 5 CORRIDOR nice TOILET n/0 REVISIONS. SHEET TITLE DEMOLITION FLOOR PLAN D101 —H' MET, JOISTS Ib 6A • I 1 11 .` GYP. HD. GENERIC L, I "x4" FIRE RETARDANT < 5 5/9' METAL STUDS I II 20 SA 1 L_5/15. TYPE 'X' 6Y, ETOARD I' WATER RESIST to TOILET SILL TRACK 4/ /4" POWER DRIVEN PINS s 4' -0 ` ac t b" FROM ENDS Ai 11/2 MIN. iy EMBEDMENT 8.0 NO. 25.i r Jllyl CONCRETE SLAB WALL TYPES EXISTING MASONRY WALL EXISTING FRAMED PARTMON - T., PARTITION - TEA 1410..R RATED PARTITION 41STIN5 FURRED OJT PARTITION EXI TINS PARTITION TO BE REMOVED NME REFER TO PARTITION TYPES FOR DETAILS LEGEND 2 LAYERS 1/2" FIRE RETARDANT PLYWOOD TOILET a COUNTINS ROOM rDL O! S/H" 144 GYP_ 517. • CORRIDOR NOTE, ALL POYER DRIVEN SHOT PINS TO BE HILTI IGSO • 2568 (OR EGUAL) F LOOR PLAN SCALE. V4• Y -O• SLATWALL WITH SURFACE APPLIED CORNICE AT 6' -0' AFF_ 6' X 20 6A. METAL STUDS • 24" O.G. 20' MAX. UNBRACED !EIGHT. FIELD VERIFY 5/6' STEEL ST.105 (INTERIOR) WITH DOABLE LAYER DRYWALL MALH SIDE) CAUSE 25 20 STUD WAGING lb` O.G. i6' OC. MAX HEIGHT S sib' STEEL STUDS (INTERIORI WITH SINGLE LAYER DRYWALL (EACH SIDE) GAME STUD SPACING 19'3' 25 20 MAX HEIGHT I6" O.G. Ib' -0' Ib° OC. I 20' -0' NOTE. HETAL STUD FRANKS SHALL EE FER I.GH.O. REPORT • 4471 AND POWDER DRIVEN FASTENING OF STUDS TO FLoOR SLAB SHALL SE PER I.GBO. REPORT •2966. METAL STUD SCHEDULE ADJACENT SPACE: SILVER COIN (44 REFER TO SHIFT F101 O WLL FOR A CASE UNIT 1 HEIGHT AND LENGTH OF EXTENDERS WFE:N SURFACE MOUNTED STRAPPING 15 INSTALLED IT MUST BE SECURED TO 57W5 WITH PAN HEAD SGREAS. A BEAD OF WHITE CAULK IS TO SE PLAG`D 44 TOP 4 BOTTOM EDGE OF EXTENDER STRAPPING 121'- 4"OVERALL LEASE AREA 4 SALES 1002 STOCK 10041 LINE OF CORNICE AT 6' -0' A.F.F. CONT. AT WALL UNITS • HI. WALL UNIT WITH 25' BASE _. FACE OF REAR SALES AALL STARTING- POINT OF PARTITION LAYOi,T O ALIGN 10os ! 5 SO' METAL STUDS W/ 5/8" TYPE 'X" GYP. BD. • TOILET ROOM ONLY 1— CONCRETE SLAB 16" DEEP DISPLAY TRUSS ABOVE ELECTRICAL DISTRIBUTION EQUIPMENT • Hi. WALL UNIT WITH 25' BASE 20= I/2 LINE OF CORNICE AT 5' -0' A.F.F. CONT. AT WALL UNITS 8' -O" HIGH FLOOR GONDOLA WITH 25" BASE DECK - TYPICAL GOUNTIN6 41; DECEIVED cm of ruHwll.n JAN ` 2 ,999 PERMIT CENTER CITY OE rU W'ILA JAN_, q-oco 5 Calvin J. Coatsworth, AiA 2450 DLEont Drive Irvine. CA 92612 Pxne. 949.833.1930 9498.;1140 PROJECT NC. 98100 DATE I I JANUARY 19.1.1 DRAWN BY DW 0 /0/S STORE NUMBER 0374 SCALE. AS NOTED FILE 0874C17.12WS GROSS AREA 5,430 SALES AREA 2,989 C STOCK AREA 555 M COUNTING ROOM 5 19 CORRIDOR + n /a TOILET n/a REVISIONS SHEET TITLE 1 A , acr35 Cy0 Le e. FLOOR PLAN VE69LX11 S.D 1 -UW ICC \ : A101 " IQ m a w FLOOR FINISH PLAN SCALE 1/4• - f-0 o { 43 VCT /THRESHOLD TRANSITION RAMP UP 2' WOOD VINYL 15 TO BE INSTALLED WALL TO WALL THROUGHOUT SALES AREA U.N.O. NOTE, PROVIDE A MOISTURE CONTENT TEST IN EACH QUADRANT OF SALES AREA SLAB PRIOR TO INSTALLATION OF WOOD VINYL FLOOR - REFER TO MFR. SPIFIGATIONS. 121' -4" OVERALL LEASE AREA VINYL BONDED WOOD FLOORING — 'WOOD• TO VCT H.M. DOOR - SEE DOOR C.F4/2pA.E FLUSH 1R...MON — VINYL COMPOSITION TILE FLOORING 1 R'rE SLAB BACK SIDE OF SALES AREA DOOR SALES AREA 1 STO Ran CK I 4 3/e" X I x CONTINUOUS — FLASH PATCH STAINLESS STEEL ANGLE STRIP UNDERLAYMaIT SECURED TO THE FLOOR SLAB — MALL FLOORING 2 MALL FLOORING TO 'WOOD' IL, CONCRETE SLAB 1 VINYL BONDED WOOD FLOORING— COURTING ROOM I C!TY of Tune,ILA, q ^aY JAN 2 1 !ES9 C OF T UMNILP AR d 1 2 1999 PERMIT CENTER Calvin J. Coatsworth, AIR 2450 Dnont Dave Irvine. CA 92 Fhora 90.913::3630 Fax. 949893410 PROJECT NO. 418100 DATE II JANUARY 1444 DRAWN BY OW 0/0/5 STORE NUMBER 0874 SCALE AS NOTED FILE 0874GD.DW& GROSS AREA 3,430: 4 SALES AREA 2, A STOCK AREA 585 A COUNTING ROOM 583 34 CORRIDOR - :n /a -. TOILET n /a REVISIONS SHEET TITLE FLOOR FINISH PLAN A103 RETURN FiNISHISS 6' INTO 68:112 OPENING TYP. BOTH SIDES -MIN. 6, KIM 019361. OF ROLL DOM GRILLE CER'RAMIC TILE STOREFRONT COLA. E.LOSURE SCALE. V2• - P-0• S MALL LRE OF BUILT -UP POST BEYOND ROLL DOYW GRILL GUIDE STOREFRONT ENTRY SECTION EXISTING GLASS IN IN AWMINM CHAFCEL TO REMAIN EXISTING S ALUMINUM STYLEMARK BASE TO REMAIN SCALE. 1/2• - P-0 STOREFRONT GLAZING SECTION STORE 4 STOREFRONT PLAN SCALE 1/2• • P-0 SCALE. 1/2• - P -0• 5 STOREFRONT ELEVATION z8" GAP m D 18' TENANT STOREFRONT SIGN - RE ER TO TENANT SIGN SHOP DRAWRY{ FOR SPECIFICATIONS MALL BULKHEAD EXISTING I/2' TEMPERED 6L.ASS GLAZING CLIPS OBLIGUFJ SAFETY DECALS - IN EACH PANEL FINISH FLOOR 2 �Iry ilC T!;- '.vile JAN 2 i_'Sa bqq-0Do5 Calvin J. Coatsworth, AlA 24;A D.p. ,Drive Wine. CA 9262 Phone 349.933.630 Fax. 9492..4140 PROJECT NO 48100 DATE. II -JANUARY 1.1.1.1 DRAWN BY. 0 /G /5 STORE NUMBER 0814 SCALE. AS NOTED FILE. 0874A201 DW6 GROSS AREA :5,450 -, *: SALES AREA 2484 41 STOCK AREA 585 _S COUNTING ROOM 565 CORRIDOR rn/a TOILET n/a REVISIONS. SHEET TITLE. STOREFRONT- ELEV. / DETAILS A201 SCALE. RMS. SCALE SCALE. N.T.S. CERAMIC TILE 0 ENTRY NOT USED 5 5/8• METAL STUDS 2 U2' METAL STUDS 5/8' TYPE 'X' GYP. BD. CT I/2' TYPE 'X• GYP. BD. CERAMIC TILE a GRILLE ENCLOSURE 8 SUSPENDED CEILING. .RID T-BAR SYSTEM EXISTING. MALL suucKeA.D 2'>Q' CERAMIC TILE IN RECESS CHANNEL U BUILT-UP -BEAMS SE- - PROVIDE (2) MIp TEK SCREWS YET T EAC EAGIH CONNECTION I8' PREMVW FACT% P SieN+. SEE 5I6nSHOF DRA NG5 E.XISTING•ROLL DOUR GRILLE ASGD'6LY CERAMIC TILE FINISH OVER W8' TYPE 'X' GYP. BD. OVER 5 5/8'. METAL STUDS AS READ: WU-NOSE TILE • ENDS • N TURN FIND 8' INTO GRILL OPENNG - rel. , BOTH SIDES - MIN 6' AIDE OPENING (E) ROLL DO M GRILLE GUIDE OF EXISTING ROLL DOWN GRILLE SCALE. 1 1/2• • 1' SUSPENDED CEILING GRID T-BAR SYSTEM USES 5/8 "X20 6A. STUDS AT ALL -ISTS, STUDS, AND BRACING AS OCCURS IUD MIN. (2) •10 TBC SCREWS EA CONNECTION (E) MALL BULKHEAD 5/4" REVEAL FINISH MATTE BLACK CERAMIC TILE FINISH OVER 5/8" TYPE "X• GYP. BD. OVER O CERAMIC TILE RETURN TO SEASS - DRYWALL ON OPPOSITE OF GLASS TO BE FLUSH WIN CERAMIC TILE EXISTING REC.76ED GLAZING CHANNEL WITH I/2• TETED GLASS 9 BULKHEAD /GLAZING HEAD SCALE. 1 1/2' - r o' —� I 7 STOREFRONT HEAD/ROLL-UP GRILLE HEAD EXISTING GLAZING IN 6" H STYLEMARK BASE TO REMAIN EXISTING MALL NEUTRAL PIER 6.0. TO VERIFY DIMENSION STOREFRONT GLAZING TERMINATION milmommoor SCALE. 1 1/2• - P -0 EXISTING ROLL UP GRILLE TO REMAIN EXISTIN. GRILLE GUIDE AND SUPPORT TO REMAIN BUILT-LP POST 5/8' TYPE 'X' GYP BD OVER / NET, STUD FRAMING. - RED TO SI'IEr A-8OI FOR PAINT SPECS. 6" WHITE CERAMIC TILE OVER 5/8' GYP. BOARD, OVER 3 5/8' METAL STUDS BNAANOSE TILE a ENDS O BUILT -UP POST EXISTING. GLAZING IN 6' H STYLEMARK BASE TO REMAIN LINE OP SOFFIT ABOVE 4 GRILLE ENCLOSURE DETAIL SCALE. 1 1/2• • 1 SLATWALL 5/8 TYFE 'X" GYP BD OVER METAL STA FRAMING - REFER. TO SHEET A-801 FOR PAINT SPECS. EXISTN. GLAZING IN 6' H SNLEMARK BASE TO REMA DEMISING WALL AS OCCURS LEASE LINE EXISTING MALL NEUTRAL PIER 6.C. TO VERIFY DIMENSION 6" WHITE CERAMIC TILE OVER 5/e' GYP. BOARD, OVER 5 5/8' METAL STUDS BULLNOSE TILE • ENDS MN 1/2' S R. 5 STOREFRONT GLAZING TERMINATION SCALE. 1 v2• - P -0• CITY GI T:_. JAN 2 7 ,_S, q (Dob HtCEIVE crtv or rogN ALL DIMENSIONS TO FACE OF DRYWALL JAN `? i999 PERMIT CENTER 2 Calvin J. Coatsworth, AIA 2450 RRHH GIVE IMRE, CA 9282 RIGA. 9492331430 Fan. 9498331140. PROJECT NO. .18100 DATE. II JANUARY Iggq DRAWN BY 0 /0 /5 STORE NUMBER. 0514 SCALE AS NOTED FILE. 0814A202.DW5 GROSS AREA 3,430 SALES AREA 2,481 N STOCK AREA 585 5 COUNTING ROOM •S6 W CORRIDOR n/a TOILET n/a REVISIONS SHEET TITLE. STOREFRONT • DETAILS Ea rF Eg P f eD V. O O [�J A202 BENT 3/16• X 12" L. X 3• H. PLATE - EACH SI. N/ (4) +1 SCREWS EACH LE6 EACH BUILT-UP BEAM SCALE. N.T.S. BUILT UP BEAM SCALE. N.T.S. BUILT -UP BEAMS PER DETAILS I J� ® ELEVATION BEAM CONNECTION v ® ELEVATION FRAMING SCHEMATIC SECTION SCALE. 1 v2• - T O• I BENT 3/I6• X 12• L. r - " x S H. PLATE - EACH sire 'F I NU (4) •l SCREWS EACH LEG EACH BUILT -UP BEAM l �i 1 ® PLAN ‹). MARK B -I STUDS (2) BOOGG IB B-2 (2) SOOE.1 IB TRACK 358DT lb T B 358DT IOTt B 5 (2) 3 5/0• X 10 &A STUDS NV TRACK WV (2) •IO .REINS • 12. O.G. EACH SIDE TOP t BOTTOM STUD/ PLAN SCALE N.T.S. 5/8• METAL STUDS • I6" OL. YO STRUCTURE 6• JOIST • 16 O.G. BUILT -UP BEAM 3 5/0• METAL STUDS • I6 O.G. • BUILT -UP BEAM - POST BEYOND O ELEVATION 4 BUILT UP POST O PLAN JL� 2"X2'0 TEKS CREWS W/ W/ (4) NIX 0 S (2) •1O sCREWS A. LEG, TYP. EA. SIDE - -- ST'L STUD EA. SIDE TO BUILT -UP BEAM, TYPICAL BUILT -UP GOL PER PLAN 6 FRAMING PLAN SCALE. v2• •.Y-O• O SEGTIvN BUILT-UP STEEL STUD COLUMN PER PLANS AND DETAIL SIMPSON LTT19 STRAP IN/ MIN. (8) •8 TEK SCRENS TO COLUMNS EXISTING CONCRETE SLAB AS OCCURS 3/4 X 4" L. M.B. 3 COLUMN HOLDOWN SCALE 11/r • T-D• DRILL T /0"9 HOLE AND FILL WV SIMPSON ET22 EPDXY 1 Dcf1 CITY of I . 4LA 4PJ R JAN ? S9 RECEIVED cm oR rulcNlu JAN i_' 1999 PERMIT CENTER li Ina VAL Calvin J. Coatsworth, AR 2450 014ant Dive - IMne. CA 9262 Ftione 94.331930 F. 94993:11140 EMEIRMINEMEIMI PROJECT NO. ,- . 48100 DATE H JANUARY.1444 DRAWN BY 0/0/5 STORE NUMBER 0814 SCALE AS NOTED FILE O6'T4A203J:41S ESIMINEMEMMINE GROSS AREA 5,430 - SALES AREA 2, STOCK AREA 555 0 COUNTING ROOM 56 - CORRIDOR eJg TOILET . a.... EMEMEMEMMEEN REVISIONS SHEET TITLE - STOREFRONT DETAILS g gag E A2O3 SCALE 1/4• - 1' -o• 6 ILLUMINATED VALANCE AT CEILING LRE LIGHTED CORNICE - TOP AT b -0' OFF. WALL GONDOLAS REFER TO FIXTURE SHMTS 6° ILLUMINATED VALANCE AT CEfLINE/ LINE LIGHTED CORNICE - `OP AT B' -0' AF, SLATGRLD WALL GONDOLAS REFER TO FIXTURE SHEETS INTERIOR ELEVATIONS SURFACE MOUNTED EXIY SIGN 24' X 34' ACCESS PANELS PAINT TO MATCH - TYP ik to amL9 - 1 1- = -- I m_ 1 �_ II �� _ —_ill _I__I I I�I� I I 1 __ =I I I _ I I I ISI 1 I_�� — I^ I^ I�I -Q I�IQ IQ Q Q MM. . Q IQ ICI CLEARA, NOTE: IT SHALL BE THE GENERAL. CONTRACTORS RESPONSIBILITY TO PROVIDE A 76 HOLE WITHIN THE COUNTER TOP WITH BLACK GROMMET COUNTING ROOM ELEVATION 0cq- OODS: cIry �F F:.K o JAN 2 1 AFo:`!J�'FD e I� I�I�I�I I�I�I�I I_I I �) _II _ ISISISI�1_I I_ �I_lil� ® a IIQ I�I�IQ Q IQ III�IQ �I�I� ' iggg PERMIT CENTER 2 Calvin J. Coatsworth, AIA 2450 Olga* Drive Irvin CA 9262 Ptcco 949833 -1330 Fax. 949833.ri40 PROJECT NO. 98100 DATE I I JANUARY -1999 DRAWN BY 0 /G /5 STORE NUMBER:. 0514 SCALE AS NOTED FILE 08 14A301DW6 GROSS AREA . 5,430 SALES AREA 2,989 STOCK AREA ..555 COUNTING ROOM 56 CORRIDOR n/a TOP _ET n/a REVISIONS. INIMEMINMENIMI SHEET TITLE INTERIOR ELEVATIONS A301 REFLECTED CEILING PLAN SCALE 1/4• - P -0• EXISTING SOFFIT AND I L16HT FIXTURES TO 1 REMAI• REPAINT SOFFIT 1 0011 3/, REVEAL Wi1TE 24' -O• I6° D. TRLBS HOLD TOP OF TRUSS O II'-6' AFF. SEE DETAIL ATT /TILDE LIGHTS HUNG FROM TRUSS - BOTTOM OF LIGHTS TO BE O 6' -0 SEE DETAIL CENTERLINE OF CHECKOUT COUNTER BOTTOM OF "A" LIGHT FIXTURE TO BE HUNG AT B' -0" AFF. 'SPLAY TRUSS/ HOLD TOP OF TRUSS. AT II'-6' A.F.F. 121' -4" OVERALL LEASE AREA 2X4 SECOND LOOK (24 ACOUSTICAL TILE SEE ABOI FOR SPECIFICATION LINE OF VALANCE AT CEILING WITH FLUORESCENT STRIP SEE DETAIL 1x4 2 LAMP RECESSED FLUORESCENT FIXTURE WITH PARABOLIC LENSES BATTERY BACK UP VOLTAGE FIXTURE SIZE NOTE REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION U.N.O. REFLECTED CEILING PLAN LEGEND STOOK AREA ICI SUSPENDED DISPLAY TRUE$ WITH LIGHT TRACK 2,2' FLUORESCENT FIXTURE WITH PARABOLIC LENSES 2'X2' FLUORESCENT FIXTURE WITH PARABOLIC LENSES WITH EMERGENCY BATTERY BACK UP 1'X4' FLUORESCENT FIXTURE WITH PARABOLIC LENSES WITH EMERGENCY BATTERY BACK UP 1,4' FLUORESCENT FIXTURE WITH PARABOLIC LEASES FLUORESCENT STRIP LIGHT 2x4 DIRECTIONAL FISSARD ACOUSTICAL TILE - SEE SPEC.,FICATIONS ON SHT. ABOt 24' -O' m 0 T • O UNE OF MEGHANicAL CHASE ABOVE SEE WALL TYPE I AiOt RUN CEILING JOISTS FROM FRONT TO BACK OF STORE FOR DUCT WORK 4 SPRINKLER 3' -0" ALANGE 3 .�.. CEILING ERID RE.EED INCANDESCENT LIGHT EXHAUST FAN: SPRINKLER HEAD/ REFER TO 17-40I FOR INFO. PENDANT SPRINKLER HEAD/ REFER TO FP -401 FOR INFO. SEMI - RECESSED SPRINKLER HEAD / REFER TO FP -401 FOR INFO. FULLY RECESSED EXIT SIGN TRACK LIGHT WITH HEADS Wig rpm 111i m i or, �.� ®�� ®.®■ ■®I MINN S =ION ®® ® __. _►fi •. Bi _ �-_� •�:S�:�i�: CD 6 O 12 ' -0 ' 1 A.F.F. 2 B 8 SALES E -- -- -- -- a *• -- -- - 40. TRACK WITH t6 STEMS 4gn_2.1 I' 112 I AF 0 0 1 EXIST. ;r REMAIN III In. c MIMI 111111® ®i r A l """. I kvA IMO= BIM INN=MI MIMI MIN INNIIIM MEM MIME Mill MIME =IMAM 110111111111111111111INIMI 111111111M111111111111111111111111111111111111111111111111101. HANGING 'A LIGHT FIXTURE GOUNTINS Io cIP' OF TUKWIla, JAN 2 1 __, NOTE: PROVIDE I HOUR FIRE RATED MONOKOTE O ROOF DECK err ECENED cm R oR rulcwlu JAN ' tceq PERMR CENTER rA, Calvin J. Coatsworth, AlA 2450 kpat IXive Irvieq CA 92612 'Thine 949823.930 Fa* 949833/140 PROJECT NO. -- 98100 DATE II JANUARY 1.144 DRAWN BY G/G/5 STORE NUMBER 0814 SCALE. ' AS NOTED FILE. 0a 14GDDWG GROSS AREA 3,430. 0 SALES AREA 2,489 '0 STOCK AREA 385'0 COUNTING ROOM 56 0 CORRIDOR n/a TOILET n/0 REVISIONS. SHEET TITLE REFLECTED CEILING PLAN immirraman O O E nn� gD nn E O O � TiO A401 CRoSS TES NO.. 9H£ DETALL N STRUT UT DIN T HIKE EXPGr FIELD ES610H Talf DIA�E� FIELD VELlPf COMPRESSION STRUT IR' EAT TIGHT To STRUCTURE ABOVE L,GA VERTICAL NAN6ER WIRE 9/4' EMT NOTCH OVER MAIN RINSER 4 �' 4-12 GA. SPLAY WIRES �45' TIT MAIN RUA'BR DRILL 552' HOLE FOR fro' BOLT 9 LOCK NUT AFTER CELM6 15 LEVELED ELEVATION DISPLAY TRUSS COMPRESSION STRUT RECD EACH SEISMIC RESTRAINT • 12 OL. EACH WAY. DIRECTION OR EVERY 144 5F. of CEILING AREA PER U.G.B. STANDARDS 41-I6. SUSP. GEILIN6 TIE WIRE SUPPORTS/ 2 PER CLIP (TYP.) SUSPENDED GEILIN6 SYSTEM/ REFER TO SHEET NAB, FOR SPEC-5. ACOUSTICAL GEILIN6 TILE SHOWN DASHED FOR CLARITY 2 THREADED STUD WITH WING NUT CADDY CLIP ASSEMBLY THREADED COUPLING NUT BY CONTRACTOR I /4' • II-REAPED ROD BY CONTRACTOR/ CONTRACTOR 15 RESPONSIBLE FOR NUT t WASHER 0 TRUS STRAP CONNECTION TRUSS STRAP BY TRUSS VENDOR I6 WIDE DISPLAY TRUSS WITH I 9A TUBING ATTITUDE LIGHT ADAPTOR FITTN6 WITH FIXTURE CORD BY TENANTS LIGHTING CEILING co WALL m2 GA. VERTICAL HANGER WIRE • 4'-0' ALONG EA MAIN RIMER ,-(-HAN6ER LATERAL FORCE MAGI. SPLAY NOT TO EXCEED 12 0° BRACE OL. IN BOTH DirC no. I� WITH THE FIRST POINT WI1511N 4' FROM BAGH r W y�S�RO'�'MMER . � cam GY MAIN RUNNER CONTINUE HORIZONTAL 6TRR TO PREVENT SPREADING OF Weal S. ETCB Nb aIETOF TBR L 32 TO MAIN 1MB �� 1945' SU PENDED GEILIN& DETAIL ® WALL MOUSER vane ALLOW TEN910.N •I2 no • 225 • 10 9W • 45• \ SPLICE; • p�z IN R oc. OL. G� O RiR L B✓B2 • • HAVSERB HAN6BR5 FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE ND. 4T -A. FASTENED TO OR EMBEDDED IN THE STd1GTURAL. FRAM. MA50NARY oR CONCRETE. RANEE. SHALL BE SADDLETED AROUND MAIN RIMERS ERS TO DEVELOP THE RILL STRBKH OF THE HANGERS. COYER END oP FLAT HANSERs SHALL BE BOLTED WITH WS° BDLT. To RUNNER GRAPNELS oR BBNr TIGHTLY AROUND 1.164.1 5 AND BOLTED TO THE MAN PART OF THE HANGER NOTE: ALL 2 X 2' GEILIN6 LIGHT FIXNRE5 AND 2' X 2' HVAG AIR RE6I5TE R5 .HULL BE SUPPORTED BY A MINJMUM of TWO (2) HAN6245 AT 0.11051. COR.I., CEILING SYSTEM SHALL NOT SUPPORT OTHER 179+5. 11 TYP. SPLAY BRACING 13/6• ma•Ll WALL TRIM - SEE ROOM Sa®ULE 456 SPLAY...E BRACING IN PLANE OF MAIN RUNNER ALL WIRES ATTACNFD TO MAIN RVNNBR (4) DIRECTIONS. FJ"" 1- p w GADDY SUPPORT CLIP •1054 BY CONTRACTOR SPACING TO BE 45' -0" O.G. IN AN ALTERNATING PATTERN MIN. 3 SUPPORTS FOR SINGLE TRUSS SECTION. REFER TG SHEET A801 \ FOR CEILING HEIGHT - ROUND JJNGTION BOX WITH REQUIRED SUPPORTS BY CONTRACTOR ROUND COVER "STONGO GAT. NO. 2A NATURAL ALUMINUM BY TENANTS LIGHTING VENDOR) REFER TO SHEET A4Oi FOR TRUSS HEIGHT 3/4 N.P.T. GALVANIZED CONDUIT BY CONTRACTOR RADIUS LIGHTING TRACK TRACK HEAD CONTIMK:05 WALL ANGLE SUSPENDED CEILING SYSTEM/ REFER TO BHT.A -BON FOR S- REINFORCE GRID AT HANSI. POINTS OF VALANCE ENRICO FASTENING PRODUCT INDEPENDENT SUPPORT CLIP IDS W/ 5/8" STUD AT 4`-0" O.G. X 2 METAL ANGLE SECURE TO GEILIN6 GRID 04' -0 O.G., SUPPLIED BY CONTRACTOR WITH CADDY i vN"cr"ii'JEIT :SUPPORT CLIPS •1062, BY CONTRACTOR REFE¢ TO SHEET A-BOI FOR GEILIN6 H'c I6HT FLUORESCENT STRIP FIXTURE - REFER TO SHT. IFIGEAT40IOFS -i • E -802 FOR SPEG WOOD BISKET W/ GLUE 3 PER VERTICAL JOINT. LAMINATED CEILING VALANCE PARTITION - REFER TO A -101 9 CEILING VALANCE SECTION 11391,..5.11422L ATTACHMENT FITTING MODEL LI6HTOLIER •"P.JB9 REFER TO ELECTRICAL DRAWINGS COIL CORD MODEL 1TTT520 REFER TO ELECTRICAL DRAWINGS "ATTITUDE LIGHT" *520 WITH RUBY RED GLOW RI REFER TO ELECTRICAL DRAWINGS 10 ATTITUDE LIGHT' sit-EL STUDS• . 9 5/0 20 SALVE D&- 1/T X GAUGE' DBL95/6'X 20 GAUGE MOUNTING TRACK ON TRUSS SECTION LIGHT FIXTURE SEISMIC CLIP UNIFORM BUILDING GODS STANDARD NO. 47 -18 METAL SUSPENSION SYSTEMS FoR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS (COMPRESSION STRUMS) SECTION 47.1642(4) LATERAL FORGE BRACING - A STRUT FASTENED TO THE MAIN RL1iER SHALL eE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING 71E ROOF oR FLOOR ABOVE. CLICK-CLIP FOR TRACK SUPPORT - BY TRUSS VENDOR / MAXIMUM SPACING 2' -0 THE FOLLOW. IS To BE GoN51DERED WHEN COWL,. WITH THE ABOVE 56GTON. IN A STRUCTURE WERE THE ROOF SYSTEM IS COMPOSED OF BEANS. FURUN9 AND SU6-PURLI., THE 2 x 45.0- PURLINS ARE NOT TO BE CONSIDERED. STRUCTURAL POWER END FEED FOR TRACK LIGHTING 2. THE T . sT RUf SHALLL L R4 `- ee THE ROOF. TI VERTC.k AND SHALL N10T HANG MORE THAN ONE NSW 0.61 - BY TENANTS VENDOR OUT of PLUMB. ELECTRICAL FITTINGS BY 9. STRUTS SHALL BE DESIGNED IN AGCORDANGE WITH SECTION 2703. 1991 UNIFORM CONTRACTOR BUILDING CODE. SUSPENDED CEILING SYSTEM REFER TO SHEET ABDI FOR SPECIFICATION. REINFORCE GRID AT HANGING POINTS OF IN LIEU OF A CALCULATION, WE FOLLOW.. STRUT TYPES AND LEN6115 ARE ALGEPTABLE. VALANCE PIPIN6 E.KaeL META`IG 110196 .Il2' TO 9'-10' 9/4' TO 5-2' TO. 6'-6' 11/4' TO 0'E' I I/2 TO MAO° CONDUIT SHALL BE FLATTENED AT THE DVS AND CgNEGTED TO THE T-BAR MAIN RUNNER WITH I - •10 9HIEEr PETAL SCRF39 AND TO THE STRUCTURAL ROOF / FLOOR MEMBER WITH 2 - co WOOD. SCREM OTHER CONNECTIONS ARE ALGE'TABLE. PUT SHAM. FIRST BE SUBMITTED To THE MIDI. DEPARTMENT FOR REVIE'L THE FOLLOWING SPAN. ARE BASED UPON 0TUD9 wan 46' Ai LE5 WITH A 9/0' RETURN DOUBLE STUDS ARE CONNECTED To6ETIQR IN TM SHAPE OF A 'T WITH 1 - •6 SHEET METAL SCREW AT 16 04. ATTACH THE METAL STUD TO THE T-BAR METAL RACER AND STRUGNRE ROOF / FLOOR MEMBER WITH 2 -+B SHEET METAL SCREWS.. 12 COMPRESSION STRUT SCHEDULE LINE OF STRWTURE GADDY SUPPORT CLIP PER DETAIL COUPLING NUT BY CONTRACTOR 1/4" THREADED ROD BY CONTRACTOR 16 GA. STRAP TO FIT 1 !/2• TUBE, TYP. REFER TO FIXTURE DRAWN.. SUPPORT STRAP WITH THREADED ROD. CONNECT!. BY VENDOR. CONTRACTOR TO SUPPLY THREADED ROD W/ NJT t WASHER AT STRAP. TRACK SUPPORT CLIP BY TRUSS VENDOR ONE EVERY 2' -0" OF TRACK 4' -0" TRACK ASSEMBLY REFER TO ELECTRICAL DRAWINGS 5 TRUSS SECTION J-BOX CROSSBAR SUPPORT SUSPENDED TSAR SYSTEM 1/2 "0 STEM KIT BY MFR LINE OF GEILIN6 AS OCCURS REFER TO 45401 FOR MOUNTING HEIGHT SSUSPENDED TRACK ASSEMBLY TRACK LIGHT - SNAP INTO SUSPENDED TRACK - PROVIDE AMOUNT OF HEADS SHOWN ON PLANS SUSPENDED TRACK UNIT WITH BOLT BRACKET - REFER TO ELECTRICAL DRAWINGS 12 BA. SPLAY WIRES 2 EACH CLIP •45" CADDY INDEPENDENT SUPPORT CLIP GAT x105 -2 BY CONTRACTOR 48" O.G. -STATIC LOAD LIMIT 65 LBS. PER CLIP S15. COLS GRID AS OCCURS 2" STUD SUPPLIED WITH CADDY CLIP COUPLING UNIT BY CONTRACTOR 7 SUPPORT CLIP ENRICO FASTENING PROM, ',DEPENDANT SUPPORT CLIP IDS IN 1-5/8" STUDS 4' -0" D.G. OUTLINE OF CEILING TILE WOOD BISKET VV GLUE. THREE (5) PER JOINT PRE - FINISHED VALANCE/LAMINATE ON 5/4" PARTICLE BOARD N 8 VALANCE LIGHT DETAIL M REFER TO SHEE-A �. I 6 SUSPENDED TRACK LIGHTING `vIE"5'.ON =ER FLAN R'-ER TO AEG Ei CADDY BJPPORT CLIPS W/ THREADED ROD DROPS TO BE INSTALLED ONE (I) PER 4' -0• IN A STAS6ERED 50055 PATTERN 5 (MIN. 3 HANGING POINTS PER 8' -0' OF TRU56). 1 2 D° 2"X21/2" METAL ANGLES. SECURE TO VALANCE • 4' -0 O.G. STRIP FLUORESCENT FIXTURE. REFER. TO SHEET E401 E E801 FOR SPECIFICATIONS �RECE OF M TUKWILA h s) 19g9 PEROT CEN0R a Calvin J. Coatsworth, AIA 2450 2520.0. IMne. CA 9260 Rue. 949833.630 Fax. 9492337140 PROJECT NO. 48100 DATE li JANUARY 1$1$q DRAWN BY. 0/0 /5 STORE NUMBER' 0814 SCALE AS NOTED FILE 0814A1OIDW6 GROSS AREA 3,430 S SALES AREA 21 B STOCK AREA 585 COUNTING ROOM 56 IA CORRIDOR n/a TOILET Ina REVISIONS. SHEET TITLE 3 ARC I SCTURAL NUMBER NAME' FLOOR BASF WALLS CEILING HEIGHT REMARKS 001 ENTRY O MI Mil O CI Mil ER O O t LA 'T' -10 1/2" LL DOWN GRILLE 002 SALES AREA 0 0 ©0 12' -0 SALES AREA / STOCK AREA 003 COUNTING ROOM 0 0 © © 8' -0 004 STOCK AREA O ME © 12' - H -4 PAINT DOOR AND FRAM - , BOTH 51DE5 P -2 ® STOCK AREA / MALL CORRIDOR 13/4" H.M. � - 2 } IN. PAIR 3-0" x T MET m01'.4 s H-6 EXISTING 'COIN TO REMAIN - PATCH A5 REQUIRED - PAINT DOOR AND FRAME, INT.OR SI. P -2 6C. TO VERIFY ORDHAE5 ETAS NBT OPERATES COMICS NOCOFOPUGHIM BARE SOEAAE, PER/L5 A5 PEON.. 5O SALES AREA / MALL CORRIDOR 13/4" HMI 22�IN. 3' -O" x T -O" � �,� H -5 PAINT DOOR AND PRAMS, BOTH SIDES P -2. C 1 -ER(Z DOOR NUMBER LOCATION DOOR FRAME HARDWARE GROUP REMAR(CS ROOM NAME T)ICI(E8S MATERIAL • LABEL DOOR SIZE MATERIAL I O MALL I ENTRY S - MFR LL DOWN GRILLE - I4' -O" x -O" 5' ALUMINUM H-I E.951,45 GRILLE TO REMAIN PROTECT 17.119..MST! IKTION 0 SALES AREA / STOCK AREA 1 3/4" H.M. - 3' -0" X 1' -0" KNOCK Dom MET AL. NaLLO H-2 PAINT DOOR AND FRAME, BOTH ES SID P - 2 0 STOCK AREA / COUNTING ROOM 15/4" S.G.W. % - 3' -0" x -1' -0" ,NO.K METAL HOLLOW H -4 PAINT DOOR AND FRAM - , BOTH 51DE5 P -2 ® STOCK AREA / MALL CORRIDOR 13/4" H.M. � - 2 } IN. PAIR 3-0" x T MET m01'.4 s H-6 EXISTING 'COIN TO REMAIN - PATCH A5 REQUIRED - PAINT DOOR AND FRAME, INT.OR SI. P -2 6C. TO VERIFY ORDHAE5 ETAS NBT OPERATES COMICS NOCOFOPUGHIM BARE SOEAAE, PER/L5 A5 PEON.. 5O SALES AREA / MALL CORRIDOR 13/4" HMI 22�IN. 3' -O" x T -O" � �,� H -5 PAINT DOOR AND PRAMS, BOTH SIDES P -2. C 1 -ER(Z HARDWARE SET 91 CYLINDERS SIGN HARDYNRE SET n 1 PR 'CORBIN BII66 511 NIH 19ES PIN ANSI AEIII CORBIN 9. 10, GLS610, SERIES SATIN RON.9• HUM PL ATE SET) HA 1945 IOM x 94' WITH 1526 SATIN GMROMUM PLATED FIN. R 241E DOME CRBIN WF.{aWIN DG9200 SERIES WITH REGULAR ARM MOMTABLE USP FINISH SILBY.ERS HAGER B (9 PER JAMB) 51ONEES EMPLOYEES ONLY' 9t' TENANT, MOUNTED • 5' -0" AFF. ALL HARDWARE ARE IS SMPL i5 TO BE .2612 .2612 RATED SATIN CHRO4IUM RATED m FI FINISH, TRIM AZD HINGES LATCH SET DOOR ATE DOOR STOP CLOSER e2wA4 DcT HASEt 5181. SIB 4194 STEEL RN AN51 AG11 (RILL MORTICE) 1 SET CORBIN NESSEN CI-9659 SERIES 'PRMtlTRON6', (CLASSROOM SET) LOG, CYLINDER TO BE CONVENTIONAL 6-PIN MODEL NO. 2000094 ('STANDARD) NTH 626 FINISH. TYRO (2) WCKEL SILVER KEYS ro BE wage, OVER TO STORE MANAGER DOOR STOP HAGER 241E DC. GONER CORM R/5.04 .5200 SERIES NTH RESNAAR ARM Mt7URA3LE REP SHISH GOAT NOOK BOER. 0 662, FIWSH MOUNTED ON INSIDE OF DOOR AT 9 -0• AFF. DOOR VEYER DOOR SPY 1256 k LIS TED, MFR. RUDOLFM -D0G0 COMPANY, IN° INSTALLED • WE" AFF. 9 SILENCERS HAGER 30712 (S Rat JAI.) N1 HARDWARE MS TO BE U5260 'SATIN CHROMIUM PLATED FINN. TRIM A2D I 1/2 PR HI.E6 99SMERE SET -5 - i 1/2 FR WNSES 19AL MORTICE' HARM A5650 STNNLE9B. 5TEEL.TH STAINLESS STEM. PIN ANEH ASIII. 5 !OL Wl MY GCMG,. HREE.MN.. R. NON- RIBING REMOVAL. PINS. I PAW. KARM DETER FCCL -25012 MOUNTED AT S'-O• APP/ IMPLIED OT TENANT 2 KIGGFLATE HA6R M M 17 USE 46JO x S4 17TH US SATIN NIGQi - F.44 0 EACH SIDE 1 DOOR STOP HAGER 241E DOME C105ER CORBIN RU96NN P.200 SERIES WM4 RENA:A94 NOM MOIMAEI:E USP FINISH 1 THRESHOLD HASER SIMI PANIC TM:SHOW (RAMP ASSEMBLY). FINISH "A" HAYR 11 SADDLE IN MOLD, F M. Lk' 2 SMOKE 6A 14ETS W1Vo�6EERR.5v, W64T ERSTWPPIN S 64651 FRUSN ,C,1NEERT "V' DOOREO(T.M M ee , FLAsex Vile, PIN. w.INV!, V" SMOKE 6..71. FOR RATED-AE.43LT NANDW/RE Dt"T M 9 PR .6E5 'PULL MORTICE HAbR AE650 STAINLESS STS NTH STAIWF STEEL PIN ANSI ASH. 9 KNUCKLE w.ONGEAL.EO 14116E BEARIN65 R NON. J51N6 RE MOVAL.BE PINS. PANIC ALARM DETER ..-23012 MOUNTED AT 3' -0' AF.FJ SUPPLIED BY TENANT 4 KIGKPLATE 11A4S£R 1945 IOM x 54' NTH USE SATIN NICKEL FIN. 0 EACH SIDE) 2 DOOR STOP .6ER 241E DOME 2 CLOSER CORED/ RF N'UN DC5200 96x.135 WITH REGULAR ARM MGMTABLE USP FINISH DOOR VIEWER ODOR SPY PS-6 TA. LISTSD", MM. RIL OL PF,DFSCO COMPAN, INC. INSTALL® • 4'13• APP. r I THRESHOLD HA69R 5205 P.0 THRI.OLD (RATED ASSEMBLY), P.M 'A" HAGER 4425 SADDLE THRESHOLD, FINISH 'A" 4 SMOKE 6.KETS HAFJER JAM WEATHERSTRIPPING 6966 FIWS1 'X", INSERT M DOOR BOTTOM SNEER, HA6Et "1%M, PM. 'A', INSERT M SMOKE 6ASKE I. FOR RATED AS. SETCLY NOTE, ALL DOOR HARDWARE TO BE LEVER TYPE HARDWARE SCHEDULE PIN BEST CYLINDER LOLL BY ROLL DOWN GRILLE MANIFAGTLRBQ ABOVE ROLL DOWN GRILLE !STORE SIDE). 'THIS DOOR TO REMAIN UN oCKED DURING 9U91.26 HOLR9'. DOOR SCHEDULE I. ALL NARDYB RE UST. SHALL se SUPPLIED BY GENERAL CONTRACTOR UNLESS °DE USE NOTED. 2. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING HARDWARE FROM REAR .SERVICE ' FIRE COORIDOR. DOORS ATD INSTALL DEW ITEMS AS SPECIFIED. 9. OPB E SMALL BE !GRIMM OF 92' WIDE WHEN DOOR 15 AT RIGHT A.S. TO 4. BOTTOM( O OF. ALL DOORS SHALL HAVE SMOOTH UNINTERPoIPTEP SURFACE : ' F01[ OC9RIN6 BY' I'B CHAIR FOOTRESTS. 5. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED SO POUNDS FOR EXTERIOR DOORS. AND S Pa4D$ FOR INTERIOR DOORS WITH A FUN. OR FISH 'EFFORT BEING APPLIED. AT RIGHT N46LE5 TO HINGED DOORS ADD AT THE CENTER PLANE OF SLIDING OR FOLD,. DOORS. COMI TM. DEVICES OR AUTOMATS DOOR OPEPATIONS MAY BE UTILIZED TO TINT TS ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MNOMM EFFORT TO OPERATE THE DOOR., BE INCREASED NOT TO EXCEED 14 POUDS WITH CLOSURE. 6. INTERIOR DOORS SHALL BE SOLID GORE WOOD OR 20 6A AS NOTED, ALL EXTERIOR t MALL CORRIDOR DOORS SHALL BE 16 6A. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WTHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. B. HAND ACTIVATED DOOR OP.ING HARDWARE SHAD BE CENTERED BETNEBN 30' AND 44" ABOVE THE FLOOR. 9. LATCHING AND LOGGING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH SINGLE EFFORT BY LEVER TYPE, HARDWARE, PANIC BARS, PUSH- FULL ACTIVATING BARS, OR OTHER HARDWARE DISIENED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. DOOR NOTES FINISH SCHEDULE f'IJ0 11205,3.4. I. ALL N. AND OR EXISTING SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE FEW FINISHES. 2. ALL PAI - 'Ic OR FfNISN;a SHALL . CLAP "II" MIWM)M, UNLESS OTHERWISE 3. TENANT AREA AND CEILING FINISHES ARE REQUIRED TO HAVE A CLASS it RAMS SPREAD RATING OF 75 MAXIMUM AND A SMOKE DENSITY RATING OP 300 MAXIM/M. 4. MALL AREA WALL AND CEILING FINISHES ARE REQUIRED TO HAVE A CLASS H FLAME SPREAD RATING OF 25 MAXIMUM AND A SMOKE DERSITY RATING OF 150 MAXIMUM. 5. ALL M`WH FLOM St cun_I EM a.P RESISTANT. 6. ALL DOORS AND FRAMES ARE TO BE PAINTED WITH B. 7. DO NOT PAINT WALLS BEHIND WALL CASE UNITS. FINISH NOTES O O O SALES AREA - USG, INTERIORS .'ATONE - OMNI ILLUSION TW0/24 7X4,3/4" 5LT 3575 "WHITE. E *POSED SUSPENSION SYSTEM TO BE U66 INTEREOR5 DX SYSTEM "WHITE" EXPOSED SUSPENSION _ION VINYL BASE BY JOHNSON!, .060 50 'F..' 4" TOPSET BASE WITH STANDARD TOE DALTILE "ART. WHITE" SEI -190 6'x5," CERAMIC TILE W/ DALTIE GROUT, "WHITE", 40. 1/16" MAX GROUT JOINT CROS`VILE CERAMICS FLOOR CERAMIC TILE, B" X E #A675 STONEFEN. - CTS, GROUT COLOR, DAL TILE PQ-200- MOCHA 42 DALTILE, MOSAIC CERAMIC TILE, 2'x2'x5/16', 6446 GLOSS BLUE MOON W/ DAL TILE DQ -100, x0 WHITE &ROUT - MAX. 1/16' 61242)T JOINT SLABS 1/2" CLEAR TEMPERED CLA. MALL TILE MATCH MALL TILE SEMI -64 OSS PAINT BY SHERWIN WILLIAMS (2 COATS OVER PRIMER) GLAMOROUS WHITE 41901 SATIN PAINT BY 54ERWIN WILLIAMS (2 GOATS OVER PRIMER) GLAMOROUS WHITE x1401 VINYL COMPOSITION TILE BY ARMSTRONG 12' X 12' FORTRESS WHITE x51639 ON THINSET AD r=51va VINYL BONDED WOOD FLOORING BY PERMAGRAIN PRODUCTS "613111.2017 11• NORTHERN RED OAK - RANDOM PLANK - 4" WIDTH • I ` q _ 5:5W.I, JAN I .L 1999 FINISH LEGEND Calvin J. Coatsworth, AIA 2450 DtAOt OWE kvlr8 CA 92612 PT• 94913331330 Fax. 949933.1140 PROJECT NO. 85100 DATE I I JANUARY IQQQ DRAWN BY G /G /S STORE NUMBER - 0514 -SCALE AS NOTED FILE 0514A501D1 GROSS AREA 3,430 S SALES AREA 2,454 S STOCK AREA 355 5 COUNTING ROOM 56 S CORRIDOR n/a TOILET n /a . REVISIONS' SHEET TITLE. DOOR / FINISH SCHEDULE A801 P RMR CENTER ' SYMBOL MODEL /MANUFACTURER FINISH TYPICAL LOCATION • RELIABLE MODEL 6-4, 'CONCEALER CONCEALED SPRINKLER HEAD OR APPROVED EQUAL RALLY CONGEALED W/ WHITE COVER PLATE STOREFRONT VE5TIBLEE 6 SHOW WINDOWS NTH GYP. BD. CEILING. 40 RELIABLE MODEL 6/P -I, RECESSED AUTOMATIC SPRINKLER HEAD OR APPROVED EQUAL SATIN CHROME SPRINKLER W/ WHITE PAINTED ESCUTCHEON SALES AREA W/ SUSPENDED CEILING SYSTEM 0 RELIABLE MODEL 6, AUTOMATIC SPRINKLER HEAD, PENDANT MODE, OR APPROVED EQUAL SATIN CHROME PLATED SPRINKLER W/ MODEL HH- CHROME TWO (2) PIECE ESCUTCHEON COJNTIN6 ROOM, TOILET ROOM 4 IHR CORRIDOR ... RELIABLE MODEL 6, AUTOMATIC SPRINKLER HEAD, PENDANT MODE, OR APPRC'VED EQUAL SATIN CHROME PLATED SPRINKLER HS-CHROME, / MODEL HS-CHROME, TWO (2) PIECE ESCUTCHEON 4 MODEL C.2 GUARD STOCK AREA W/ CEILING SYSTEM. 1. T " U RELIABLE MODEL 6, AUTOMATIC. SPRINKLER HEAD, UPRIGHT MODE, OR APPROVED EQUAL NATURAL BRONZE SPRINKLER W/ MODEL GI BOARD STOCK AREA W/ OUT CEILING M. SYSTE IT SMALL BE THE SPRINKLER CONTRACTORS RE_COON5191LITY TO INSTALL I TIE 6EE4„AL CONTRACTOR SHALL 55.1•5 TE SERVICES o• A LIGENYD 6. SPRINKLER rEADS SHALL DE INLSTALtm IN TE Cp.,. ROOM, T0112T ROOM(5), ALL SPRINKLER HEADS WITHIN THE CENTER OF THE GEILIN6 TILES. IF THE SPRINKLER CONTRACTOR FOR THE PURPOSE OF INSTALLNS A COMPLETE .AMID PORE COIARIDOR GEILIN/6 AT tHE GEIUN61EN SPECIFIED SPRINKLER CEILING TILE 15 A 2x4 SECOND LOOK TILE, THE SPRINKLER HEAD MUST BE AND PELT AUTOMATIC AND OPERATIONAL SPRAWL. SYSTEM. NEARS SHALL ALSO DE PROVIDE ABOVE MBE AREAS TO PIPOVIDE CENTERED ON TIE 2,42 SCORED AREA. ADEOIIATE COVERAGE PER CODE. THE SPRINKLE[ CONTRACTOR SHALL USE A STATE LRCEL'® ENS.. FOR THE PREPARATION OF SPRINKLER SHOP DRAM. . THIS DRAINS A401 .5 DEVELOPED SOLELY AS A ....CATION TOOL TO THE MRIFEER FOR THE PURPOSE OF 'HOMING TENANT'S IDEAL IRAD PLAGEFgNT AND SPEC, ICATI . IT F NOT TO BE A.M. THAT THE INFORMATION PRESENTED ON TI5 DRAW. COMPLIES WM CODE AND/OR LANDLORDS CETERA THE ENSMEER SHALL DESIGN A SYSTEM, WIIJI SHALL CONFORM TO ALL LOCAL STATE, AND NATIONAL GODES, ALL LANDLORD CRITERIA AND ALL RE,BLATIMS OF ANY A EFOT HAVE. JARISDIGTIO. tHE SPRINKLER CONTRACTOR SILL EU.. THREE M SETS OF SPRAWL. SHOP oarreaS TO TaE LANDLORD AND/OR HIS maraca A66GY FOR REAM AND APPROVAL PRIOR TO TIE START OF ANY WORK ONE N SET OP MY ATV LANDLORD APPROVE DRAM. SHALL BE FORWARDED TO TE TBUNT PLR.. DEP..8NT POR RECORD. TH.ESHOP DRAINS' SHALL I GLLGE ALL NCLCbARY NYDRA.UG CALCULATIONS OR PIPE SGHEDUlB AS REM.. AND SHALL arra TIE EN6R89R9 STAMP. GALL/.LA.. SHALL INCLUDE THE PROIJ.OYYN6 IWORMATIOW \. A.) RE EOUIL: PRC811Q row IN. PSI AT PO OF CONNECTION DJ 9RgRLBR DESITY FACTOR. NM sews.. FT. PER 1500 SO. PT. or SPACED. G) PROTECTION ORDINARY HAP.OROIP DJ arm EJ STATIC PRESS. MPS. • INTERIOR WALL MD CEILING FINISHES SNAIL BE OF THE 6. PURE EXTIN UPIERS ITN MINMLM '2I.P RAT. PER FI PA THE COORDINATE ALL SPRINKLER /FIRE PROTECTION CLASS N4 FLATS TE CLASSIFICATIONS, ICJ SHALL BE pBY L INSTALLED MD .. 1\ORK WM BE LANDLORD A D)OR TIE MALL MANAGEMENT STAFF IN CLASS! 11A88. TEST 0.23 MAHTAINE N REKLIRED BY Le:::Al BONEP16N6 CODES. ORDER TO SOME CONTIWOW OPERATION OP EXISTING MST. . GLASS 11 TUNNEL TEST 26,5 NU RIWTYPE TO BE 17.15041N® 5Y LOCAL PM GLASS 111 TUMDB TEST 76300 DEPARTMENT AND LADLORDS NRARANCE GARNER 5. THE COMRAGTOIR SHALL VERIFY TE LOCATION OF THE LANDLORDS MAIN EAL CONTRACTOR. T BE DI, TO 19• ANSTALLE EK FIRE PRO ECTION WATER TAP AND COORDINATE CONFECTION THERETO MAXIMAM FLAKE SPREAD CLA9BIFIGATIOIS 6BERAL GONTRACTOIL RE•ER TO MR4O FOR LOCATIONS. LANDLORD AND SPRINTER CLOG RACTOR DELOSE STAIRWAY CLASS I 017.2 EXITWAY CLAPS II ROOMS/OTHER AREAS GLASS III SPRINKLER GENERAL NOTES 1. ANY RETURN AIR PLENA. SHALL HAVE NO EXPOSED MATERAS V THIN THE PLENM WM A FLAME °..DREAD RATN4 MOIR_ TRIM 25 OR SMOKE DEVELOPED RAMS MORE THIS SO. 6, ASE GIES FOR REVIEW AND APPROVAL PIN. TO w INSTALLATION SEPARATE PLAN CIEM AND PERMITS ARE BEMIRED. ANT CHANN9E°S ro ACO2440DA7E PIB_D CONDITIONS SHALL BE RESUBMIT® AT THE OOMRAGTORS EAPS. WIN NO ADDITIONAL MAME 10 TENANT. 2. WERE NONCOMBUSTIBLE GONOIIT, PIPES OR VENTS WERE EN INGIATIOR PANEL ALARM, ETC. ARE PSgM.. A P.-RAT. Ate' Y, MLA. Aa REQUIRE IN AN EXPOSE LOCATION, CONTRACTOR INSTALL APPROVED FIRE-RATED SEALANT OF MINERAL SHALL SUBMIT PROPOSED LOCATIONS AND GN3I ET- WOO✓ FILLER TO GRAFTSTOP AND WPINTAN TIE NRRE COVER PLATE FINISHES TO ARCHITECT POR APPROVAL SAFE INTEGRITY OP BE ASSEMBLY. PRIOR TO INSTALLATION • -, FRC.. AND INSTAL FIE 17AMI"9L4 WERE A'iR GILTS 1. PROVIDE AND INSTALL OUTSIDE 6A5 BWY•OPP VALVE PEETRATE PRE -RATED MALLS OR C NEWS YENNED AND 5KM IDENTFYN• MAIN BA5 AFD ELECTRICAL RIECTARE BY GORE OR LOCAL GOVEERIN6 ASEGY. SNR -OFFS PER DIRECTION OF LOCAL FIRE DEPARTMENT. STAR ENCLOSURES, WERE MOAN , SHALL BE OF ONE -HOUR MINF04 FIRE ESISTIVE CONSTRUCTION ALL DOORS OPEIIN6 INTO STAIR ENCLOSURE!, SHALL BE 6. WERE REWIRED OR SPECIFIED, PROVIDE AND NSTA - PROTECT. BY ONE HOUR SELFtId NS PURE ASSEMBLIES AN AL...71G FIRE SPRINKLER SYSTEM AND FIRE KARR SYSTEM. SPRINKLER SYSTEM PLANS SHALL BE SAPIVITED 10. 6E10tAL CONTRACTOR SHALL PROVIDE IF RESUMED A TO ARCHITECT FOR REW AND APPROVAL. CF SYSTEM COMPLETE SMOKE EVALUATION SYSTEM PER COOS AND /OR LAYOUT A. HEADS PRO. TO WELETTAL TO LOCAL LANDLORD'S RECIAREENTS. FIRE DEPARTMENT NOTES G GN ENTRY . \ 1 001 a ,T,— •LEI_ , _W_ _his ∎:74_, - LEI �_��i_ isr ,45' IF ANY PORTION OF TIE ENS.. SPRINKLER OR PRE PROTECTION SYSTEMS ARE TO EE RELSE, THE COTR GTOR SHALL VERIFY THAT TE PLANS AND THE FIELD CONDITIONS ARE N AGREEENNT. ANY DNIA.. SHALL BE REPORTED TO TE ARCAITEGT AND TAE TENANT. THE 6@ERAL CONTRACTOR SHALL MOPE THE COORDINATION OF ALL FIRE PRONE.. AND SPRINKLER FM NTH ALL OTHER M UIPMENT AND TRADES. FIRE PROTECTION SPECIFICATIONS El ® 0 ®0 -_ Q ®Q u 121' -4" OVERALL LEASE AREA 9. ALL SPRINKLER NEARS LOCATED IN THE SUSPENDED CEILING SHALL HAVE TYD 62) PIECE ESCUTCHEONS, IN ORDER TO PERMIT CNAN61N6 OF DAMAGED .1L6M6 nLe IT' SPRAWL. SYSTEM 15 ®DRINK, The SPRINKLER CONTRACTOR 'HAUL PP... ALL WORK NECESSARY FOR DOMNLINEE NTH THE NEN OSSWN. MIST. SPRINKLER HEADS, BRANCH LIAR, ESCUTCHEONS, ETC. SHALL EE REIM. INN TENANTS APPROVAL SUTLEENT EXISTINK EYQAPMENT ITN NM WERE FEGESSARY. II. WON COMPLETION OF TIE Pl. PROTECTION / SPRNK.Et INSTALLATION, THE MITRE SYSTEM SHALL EE ACTIVATED AND TESTED M K,CORDANGE ITN ALL GORES AND APHORITIES HAVING JARISDICTION INGUE71. LADLORD' INSURANCE COMPANY. ALL TESTING REPORTS AND GERTIFIGATe SHALL EE SUBMITTED TO THE LANDLORD MOM A COPY TO TIE TENANT. 12. TIE STO. SHALL BE PRONTO® WITH FIE E%TR...ER IT SWILL EC MOUNTED N AN ACCESSIBLE LOCATION ITN THE TOP OF BE EXT./OS TER 59 TO 5 PEET PROM FLOOR L vEL :. (worm 10909 UPC) IS. SURFACE LIGHT FIMURES N RODS 004, 005, 006, 001 AND 006 ARE LESS THAN 2' -0D RIDE. PLEASE NOTE, SPECIAL CLEARANCE RELINREMENT6 PER TABLE 4- 49601 NFPA 15 16 RECUR® WEN 01351R1.110. LOCATE BENEATH SPRINKLER HEADS WHEN TIE OBSTRGTION E TWO PET IN ROTH. AL50 RESE R TO TADLL 4- 4.19.12 NPPA FOR PROXIMITY OF THE SPRINKLER MAO'S IN REWARDS TO TIE DEPTH OP ANY PIXIURE. 14. THE CONTRACTOR SHALL BASET PLANS AND DETAILS SNOWING PIPE SIZES, HANGER TYPES, BRACING, ETC. CITY ILL ISE E SPRINKLER PERMIT UPON APPROVAL OF PLANS. IF TIE JOB ONLY REALM THE RELOCATION OF LEADS, AN INSPECTION 15 REQUIRE AND IF OVER 6 HEADS ARE ALTERS OR ADDED, A HYDROSTATIC TEST OF 50 P51 OVER STATIC 040 PSI) FOR TWO H.. NEEDS TO BE CONDUCTED AND WIMPEED BT CITY P. DEPARTMENT. :N G cN G — cN G �- v G —:► 6 —G !a G N SALES 1 002 1 STOCK AREA 46 LEGEND l ROOM I Ac:000 RECEIVED crtv of Tulcwlu N 1 e 1999 TEM, CENTER Calvin J. Coatsworth, AlA 2450 LQDrATt DOR IMTC CA 92672 Photo 949.833930 Fax 949833)140 PROJECT NO. 48100 DATE. II JANUARY 1444 DRAWN BY DIN G /G/5 STORE NUMBER. O5'74 SCALE. AS NOTED FILE. O814GDDWG GROSS AREA 5,430 S SALES AREA 2,484 0 STOCK AREA 555 0 COUNTING ROOM 56 0 CORRIDOR TITS TOILET nia REVISIONS. SHEET TITLE FIRE PROTECTION PLAN FP4O1 FIRE PROTECTION PLAN SCALE 1/4• - T O• TAG FIXTURE DESCRIPTION QUANTITY LENGTH 0 4 WIDE X • -0• X 25" DEEP R. FLOOR GONDOLA 44 ITS @ 3'-0" VIE X V-0" X 25" DEEP HI. FLOOR GONDOLA - - I® 4 WIDE X V-0" END CAP 4 IS" BR 1300K RACK UNIT I - 0 4 N. X • -0 • H. X 14" DEEP PLOOR C,'NVOLA - - 10 5 Ni. x V-0" H. X I, DEEP FLOOR 60NDOLA - 0 3 VIDE X a HIGH EN o c(AF. - - C), 24,36" VIRE GRID DUI BIN (30" 1 N - @ 3a PURE GRID Dig, GIN (30" HT) - - 0 STARTING END PANEL 5 (E2 END PANEL - COZIER END PANEL 4 - SLATNIRE GRI iSPLAY (54" HEIGHT) a - GD LOVER GLASS DOORS 2 - 4-0 W. X 5 H. X 22" DEEP FLOOR GONDOLA - 3'-0" W. x E,-0" H. X 22 DEEP FLOOR GONDOLA - 4-0" N. X 3 N. X 22" DEEP WALL UNIT, PEG BD. IN/ 3 EXT. - - 3 W. X B H. x 22" DEEP NALL UNIT, PEN B. NJ 3 EXT. - VIDEO CABINET I 4' VIDEO CABINET 2 a 4 N. x 8 H. X 25" DEEP WALL UNIT, PEG BD. IN/ 3 EXT. 45 ISO' 3 W. x V-0" H. x 25" DEEP NALL UNIT, PEG BD. NV 5 EXT. 3 a SHOWCASE CABINET 2 S 2-0" X 5 STOCK ROOM SHELVING 5 24 2-0 X 4-0 STOCK ROOM X4-MVING - - 4 W. X 5 H. X IN DEEP NALL UNIT, PEG BD. N/ 5 EXT. - 0 3 N. x a 14. X 1.1 NALL UNIT, PEE BD. NV V-0 EXT. - - FIXTURE PLAN SCALE 1/4' - 5-0' STAR,NC, FONT OF F.VII/RE.3.. NTIzr's I ool I 24-0' STARTINS POINT OF FIXTURES WA WALL CASE UNIT GONDOLA & END CAP SHELF HEIGHTS SCALE 1/2 2 -3 25' SHELF 22" SHELF 22" SHELF L 22'' SHELF L 22 . SHELF 22" SHELF BASE DECK NALL CASE UNIT (UNITS Yi/ 25" BASE DECKS) i2r-4'' OVERALL LEASE AREA NHEN I, BASE DECKS ARE UTILIZED ALL INTERMIDATE SHELVES BECOME IT AND TOP OF SHELF BECOMES 14" ExTENDERS - REFER To FixTURE LEGEND FoR HEIGHTS T.O. 505515E PE6150ARD BAcKINS +6 A.F.F. d . r.o. SHELF A ;:4; S-NAF.F. d TA. B-IELF 4 CrYP.) A SALM AREA__ 1 0Q2 1 A BASE DECK GONDOLA UNIT (UNITS kV 25" BASE DECKS) 25" SHELF 22125555 __ 22" SHELF 22" SHELF CEILINE, REISHT REFER TO ,EET ASOI FOR INFO T LV4 T.O. CORNICE SPLICER RAIL Ca0;;;LA UNIT 5:;1; Ar_ 0 ;1 A.V. PE.OARD BACKINS ;70 Ay. A.F.F. T.O. SHELF k—UPRISHT (TYP) 1 — FINISHED FLOOR STOCK AREA I 004 45) (<1E) NOTE, I. FIXTURE TY, "NI, p AND sH" TO BE BoVIPPED Alm ExTENDERS, HEIBHT OF THE EXTENDER-3 TO mATcH "K", "K3", "a", "o3", "N" AND TS" 2. FOR FIXTURES IN uores. ( I INDICATES UNITS oRDER5J2 arr NOT INDICATED ON PLAN FIXTURE LEGEND 3 HIE. FLOOR SONDOLAINITH 25' BASE DECK - TYPICAL BR 1, 11) \ —1 'Nei- C006 -)AN I PERMIT CENTER M1111111111111111111111111111111 , 5 --- 1111.1111111111.11.1..11111. Ct Calvin J. Coatsworth, AIA 2450 [Wort 005 Irvine CA 92612 ,■one• 949E331930 Fax, 949E33.1140 11.111111111.1.11.1.111111.11 PROJECT NO. 95100 DATE I I JANUARY 1999 DRAWN BY Dial 0/0/5 STORE NUMBER, 0514 SCALE AS NOTED FILE. 05140001 111.1111111.11E11.1111.1 GROSS AREA 0.450 0 SALES AREA 2,959 STOCK AREA 355 COUNTING ROOM 56 0 CORRIDOR n/o TOILET - REVISIONS. 1111.11111111111111111.1111 SHEET TITLE. FIXTURE PLAN 111111•11111 F101