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Permit D99-0201 - Southcenter Mall - Brookstone - Tenant Improvement
Brookstone City of Tukwila (. (206) 431 -3670 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: 858 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor License No: MODELC *022CE OCCUPANT BROOKSTONE Phone: 310 328 -6300 , TUKWILA, WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT BARBARA FISHEL @ EXPRESS PERMITS Phone: 1- 800 -281 -1518 1327 POST AVENUE; SUITE H, TORRANCE, WA 90501 CONTRACTOR MODEL CONTRACTORS Phone: 206 - 243 -7689 1808 118th. ST; SUITE 308, SEATTLE, WA 98168 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: COMMERCIAL TENNANT IMPROVEMENT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 72,500.00 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: $ 1,332.34 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: UGVYYVII Signature: Print Name: .� -t�,� DEVELOPMENT PERMIT Occupancy: STORE UBC: 1997 Fire Protection: NONE East: .0 West: .0 Permit No: Status: Issued: Expires: Streams: LLB-- . Date: D99 -0201 ISSUED 08/06/1999 02/02/2000 I hereby certify that I have read and examined thi permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development pepm }t. 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. SOUTHCENTEU, t1ALL P ermit No D99-0201 .Gb1ied ilt,:'.1hr.19''-x ' . I ...,S u e t .) i . O 1:':1999 • ' •N.�i •N •k �N'N.•k >k''k •N 'k.•N 4 * •N •k IY •/r •4 •4 •F.'A,k •k•N *'4 4 9 �' W 'N.i •k `Z'i.•N •N N •4'6'k •k • e 1Sr��r'dt' 4 i, I)E.VPEPM ' a r +`Geh l 4 262'104-.9004 * i - k i •N i k N * •k * •k * * 4 A• `k •N k •k:} M i •k •k * ern ons ' Del. i 1 i n'soec:t:OY _:+libm i t a t i na 1 si fined r" eoor t .rat "ino Mrhether th`e werb eaui T.ri►] �rec ail 1trsI Oct. ion v,as; t he best ot'.• the n con fOr w i tli .i3uurro.ir6d, ?lart.; .s oeci11 ct ion i cab 1e~ ydcr lmatlsiiib LrOVA icin s of the 06 C Iii! 'tieMr l ei l Ure in .tdl lati3O.rl,. i .. cluir'ed i~o meet l'atte.r4a I i ina a • smic.. 1ti1 tahaelges'' M/i';1 1 be ; made. to the plans. un le aL D O1." e',; 1E-Pt +iJr eer.( "a'n 'Of t it a Bu iGli lOYl., Al i'`rer,.n is `'irti a e,e,tion • record ' nd adnroveti tarsi 1 ah 1 e; at the 1,6b it e� `ar i or to ;the star t - "trtt ;env '::,con • G J uG . The.e; ;documenta:,are t.t) be .mainta'ined,; ab1e „Ain tii.: r,inal 1 nspe'ction'aDDrOlia1 is granted E le`c't:t t,ca 1 "'t'ermi t.s steal 1 b ejo`bta i ne.d . thr'ouoh the s nat.o St.•ttre: U ivi,:'.`ion . Of Labor and ;:inttus tr i,e : anti al 1 e1 ectr• wor7b "v. 1 1 I pe itl^De`cted btif that aaenc'v (24e1 -623 i.1.. P Iumbinu per niit ':hail :'`be obta:ihe�i thrauah. the 'Seattle P.. `Countu DeDartnierit•'.0.1 Pub 1 i•c • Heal th P 1 umbi wi 11 be i tiSG;ected_ by;.th ct :agerl v in'c.{udi'nd : -qe piping (296.-472Z) . iiet ha l i < <a';1 war?k ha 1 lie te berm i t + s ti •t.he`;r:itv Tukwila `p 1 1 .. 'con t'r uc.ttifon" .to, be done in . conf Orman e with .;aD r t•l ��Jl� aitd t e;aui - em'er,ts of the Lin 1f orrm 6ir. 1't #.ino Code ,(;. 1'97 s'aMende.d. Uniform Mecha Code; 19,97 Edition.) and W hinot.l.tri State Enerov Code (1997 '.Ed.itiorta .ra l i ci'i to of Pet mi t. The 1 c ane tit. a rae i r ur abpr ova plan'_ .' " a.pecif i:t:ty.t,i,on' . and comb(' ta t ons Shall not' tie con strued to .lye a :berm) t for. or an approval: 'of . anv' v i u l at i'on ,lei` any at•.;. prou,is ions cif ; hu ; 11dino code tar Of .at1Y". other or tlitiance 0f the furl sdi ct ion .,; No permit pr'e unitnb, to y i',re atrthorftV',to violate cr cancel the nrov •r::,i of this code sha11 be Project Name/Tenant: � ro �l ' <, �C 6 Value of C 7?, 3 Site A dres:• j, -- Existing use: ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El Sc UCollege /University C3 Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital in Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University In Other Will there be a change of use? ❑ yes Ltd n�o City rr : ; tetj br � � Tax P I i C r � . , I „ Property Owner: r-^ .--� Area of Construction: (sq. ft.) ig,), Phone: 3id z s..6, , L . $)c:3 Street Address: ( City fate /Zip: Fax #: D 7 v _ (73 Contractor: 0U SI Phone: � c, ( 0 -�„ - ", Street Address: City State /Zip: Fax #: vl - )s � 0 , � Architect: �/ ^MInP1 l g �� Phone: � � ' O) v Street Address: City State/ 'p: Fax Engineer: CI Phone: � _ 0E. Street Address: City State /Zip: Fax #: tl Contact Person: ��►`�. et �0. /� � .. 1j •, a v.. r Phone: 2A Street Address: p � rdE ii.WA e i City State/Zip: Fax #: NO K O3,3 Description of work to be do e: a 4Y16 - ) ; H0-1 1V4 era - j . !� otilr 1 Existing use: ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El Sc UCollege /University C3 Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital in Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University In Other Will there be a change of use? ❑ yes Ltd n�o If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 1:3 yes Lid no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm Ly none ❑ other (specify) Building Square Feet: J t. existing Area of Construction: (sq. ft.) ig,), El/no there be storage of flammable /combustible hazardous material in the building? El yes I!4 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF Tr<WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTPERM17'.DOC 1 /29/97 FOR STAFF USE ONLY Projeft Num Permit,Number: APPLICANT REQUEST.FOR PUBLIC WORKS SITE /CIVIL. PLAN REVIEW OF. THE FOLLOWING: (Additional reviews may be deterrni,ied.by the Public Works Department) ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: Cl Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): in Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): ❑ Miscellaneous Curb cut/Access /Sidewalk ❑ Flood Control Zone Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal 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 ' lion acc pled• I 16 1 gala Dale ap cation expires: 2.-e--- 16 Applicfn taken by: (Initials) ov PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED GENT: ,u , Signature: �0 Y\SL/ 0 � ) l eriA 151Y- A B C/GJ lDte: �_ i$ i Print name: li � "l �1 J �, U �c ` Phone: g e t Fax it: Address 0► A ' • 0 11.44..k. ( I It. . City/State /Zip ALL COMMERCIAL/MULTI -FAMI TENANT IMPROVEMENT /ALTE ION PERMIT APPLICATIONS MUSJ SUBMITTED WITH THE FOLLO G: 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 )0 BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED 5: 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 : ❑ r7r Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ 6 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. ❑ a 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. ❑ er Indicate proposed construction of tenant space or addition and walls being demolished ❑ Cr 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. Isd ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Er ❑ 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) P y, ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. C7PLRM!T.DOC 1/29/97 **W:.A*s1 * * . ** *•* **:&s- ITY 30 to . •I n . * *A * * *>ti* •1,t1*11 tS' .ft * *s }•fir*** T It H 12.5 t4 (i t a , 12 `: 8 (! !? P n v e r t M t I d w ..: C4181•1, • Term it' Ni'O: :8990 JO: 26200 S, Ite 'Addre•a. 8 58. 8 Pavr�rtt d *. * •44'i1'.••k * * * Accoun 000/345.830 • •* * *s4 ** *s' **4. **. Code * *A *•A ** + }4. * ip9 .t.mac 201. Tvp c# U 1• I•i C E: N T E 23.50 1) e9cr i pt: 1 PLAN CHET.!• *“*•.***•*:* sk *><4t1. # * * *. ** * * **•:+ * *440,q; *- ?3» .O 14/A8/94)' r�� ROP . W1skOW` er..:.[)I tJ.PERM DEVELOPMENT f'E;fti'f3;1'• fr MHLL, Total Feeu. 1.;1•'35.84 T6i-«1 ALL Pmt•:a;, 1.,35,..4 * * ** * *A*A *•n ** ***4* 41k* *464, Ufi AmolAll'"!', K 7 '!0PIREB 23,50 f#9i4 11/10 9717 TOTAL • 14etitit4it Grit* i•': 4' .A*'*4isis**k;Fit4.%. w“rkd•-* 1 +* .hk,A4 #xois•i•:i +•k**•,k4 ,17.tr1 :• C! 'Y OF rUF;WIl Ila IAN " �. _ tIttoNSl4IT. ih {r k is * * 4A A ir fi A k a• . s1 is •k 4' ":4 "r s. ` fi• t1 * .is ', is * * •:1 * A is •i " " n• rh fl o4 " *" i; d •Axis fflAi.SMI1' Number: R9800121 Amount 809.25 08/06/99 10«:t' t'itvme rit` Method: CASH r4c,tat i c n: Ll;t i~tE .0 CURRY Ir i t: t l,El E'Nrm i t No: .099 0201 1 vE,e: I: +LVPERM i)EVELt:It't1EN1 PE:k.NI1 Pat•cca'i No: 26220;4-9004 Site Address: b58 StiU1 }il' E•►lT,LR MALL Total Fee ,:1,332.34 8{)9.:15 1cita1 ALL Pmt » i3aIanise •00 A4* i ais• kis Aisv,is.A ;Ar.•is•k.A:44-it*is4i< Air: 4* A4•k ki ki sa is• k* o *t 1 'Afii ,4 .is . kisd - AAit*is*isi 1 h i f! 1'� +.vmerit' Account ,Code 0OO / )Q0 /345.U30 00t)/ 986.904 • 'BUILDING 7 NCiNREfi PLAN CHECK •. WUNRE ST A I E: Iiu1 :L.t)ING SURCHARGE •`'a 2t:1.66 23. G9 V 4.50 5731 -08/09 9710 TOTAL E09.25 " p sj't'i` y:d' r y ). yg y V ,:s •iri *i.* * *d *A** * * */ *itA t* 71: ie**** 1% Ad'* A4.* •ks1*,4 *k * ** *:ka **AA*st ** ? CIT' OF TUKWILA,:.WA I TRANSM' ** * *k• *4 " * ** * * * * *# *�t* •It•* *sl ;71 .1 : d ;* ksCkA•**il,t * Ah *dc * **** <7 TRANSMIT •Nitmb'ere.'R9800085: Amount:. 523.09 06/16/99 13(1' Pejiment:: Method CAS Natation: EXPRESS. PERMITS rnit CP,r': Permit, No: 099-0201 Type: OEVPERM DEVELOPMENT - .PERMIT.: •Parce`I :;:N'o : 262304- .9023, Site ; Addr.ess: 633 SOUTFICE :LATER MALL Tatar Fels. : 1,332.3 This Payment 523.09 Total ALL Pinto: 5::3.09 Balancer, . 809.,25 • Air*****4**** AA* 4*A * * * *4 * *+ * * *,4* *A* *4*,4 * * *4** *fir * *** * * * 4., • Account Code 000/322,100 r Description Amount BUILDING NOMRES 523.09: PW PCB 523.09 CHECK 523.09 06/17/99 19 04 :54 0097 4232 CITY OF TUF 14It.A Projgct: RcooK 57-0,4F- c... T pe-A-itg . Aggsi _ AA . A-C-1... . . Special instructions: Date n wr tesiv_ t-41 P.m. Requro Phone az _4423.... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: oi‹ rimca-c- Dat): $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , P r:00/ 6 61,e, Type of 10i, r y zix ati me" ""`� Date called: / /a3/99 Special instructions: g.00 L� �/ (2zF �lt , �2�9 � Date wanted: 1 ! 1 6 / (Jr ,/ P.m. R equester: <. Pho /A f ^-� y: ZS .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. rections required prior to approval. COOKITS: , "e6 6 577) P Oc ,P CS tfoT r r•. 'le P/4-4( • d , f5,4 /A( // Date: e4g $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMM NTS: 004_ ) C ,4, 7 ./ ,rry c ' kme, a, e56 /` 3 Cerra Corrections required prior to approval. Inspector:� now $47.00 ' EINSPECTIO ( EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: PERMIT NO. (206)431 -3670 Type of In ction: ./ ' ii, /G Pr ect: // / f CO A•dre • ,, d Date ca ed: /0/20 9q Spe I.nstructions: Date wanted: 40la! G Requester: \ Phone: ,13.16,47 1., 1 . 5 Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMM NTS: 004_ ) C ,4, 7 ./ ,rry c ' kme, a, e56 /` 3 Cerra Corrections required prior to approval. Inspector:� now $47.00 ' EINSPECTIO ( EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: PERMIT NO. (206)431 -3670 COMMENTS: Inspbctio ..- ksks_-_-_, t i Z7 )/6/ D t rtli d: 1 , 5 , (901 j Oat? 8npi I Re u erV phcb(e9_440.3.....34_, r, "41 " 3 P.-- eite rn// -Q^ J,0 //,- vv 1--/ Gem 4 -eh)) V4 i .-. 4'h-4 ell-04-05 Alt2k-- \ 1>f ^/ k ‘ eri-s- /) .. r : Inspbctio ..- ksks_-_-_, • :41 ,,_ 5c, nw D t rtli d: 1 , 5 , (901 Special instructions: Jcireest> Oat? 8npi I Re u erV phcb(e9_440.3.....34_, INSPECTION NO. Approvet per applicable codes. Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: $47.00 REINSPECT! ; FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r. Project: n a �- T Type of In Gon: l ti v \ Nat nt.‘ Address. a called: 1 e Special instructions: Date w nted 2 D _!,;. f o /(r r' J 17 Reque ter: Lo Y\ Phone 10 `7 J + - q INSPECTION RECORD Retain a copy with permit :.'.:'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA'98188 pproved per applicable codes. (40.- • PERMIT NO. (206)431 -3670 OMMENTS: f Corrections required prior to approval. $47.00 REINSPECTION •qREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :Project: z trut7 Type of Inspection: Address:. Date called:. J� ry Special instructions: Date wanted: ti/ Requester: p Pho• : cf _ 4). (88 ... INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ej $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • i7AC�Rl!tttm�l.:: COMMENTS: Type of Inspe°n: ( � A V S C `Nta k( Date called: q 4-7 1 -. Date wanted: 1 ___ a II 40 .- Cr% V ) -S 4r 5 Acie- (JJ►44,L — -ED- Fr,€4. e) /9 / &(- -P c gJ ,,(( .'4- r C 7bpa 0 k-- Li-_s - r -1-(.s Pp/ ?: ' us P (D/4 ) CCtrC r f oi 5 u.B.iz cT t'ra c cLc -tc4 c l/r¢. t Af!c.J. • Project: f rooI / vLe Type of Inspe°n: ( � A V S C `Nta k( Date called: q 4-7 1 Special instructions: Date wanted: 1 ___ a II 40 Requester: Roy\ Phone: L0 _ / 4 2 3 q .. r • • iNSPE ION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $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: Proj Oa Type • nspection: .',' /,( rr o4_ a-1144 Ade 5C,4r.--4.- Date called: Special instructions: Date ;d: t i . 1 9 7 a.m. P Requ , er: Phone: 7 , ,INSPECTION RECORD Retain a copy with permit INSPECTION NO. '• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 pproved per applicable codes. ri Corrections required prior to approval. COMMENTS: p4,41 4 asie \fi: 5 - c-, r,eet,yttr icroy rz4-,c/Aer $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: /1*"), e .1 ? - e" *7 ,- "1790 e" ( , 4 "1 / 1 5 ? 14 S /11 (9,-,/, ' ' e-:,:. *Z e ...e.Wee1/4 /// ":1 ' --1-7-71 Recti)oter: g 0 .......7 i 0 7 e I ,. .4 .i. ■ j; - h -...r Z 4 -•••' . P ce,- / /.. > / 5 ( 7)--:1.-e 1 ti--z517 ‘ ,....,....x1 ..#1-^ fep An,..- 4 , -47,4.._ • / .' 4'.. . ( / 4 ./..1 ( I ,oe,.., .2 . Project: 6 jo -.: _Type of Inspec,t 4/n: ;- r ... /OA ita.ta, .. 1 Address: • • 1r S ( -- M/1 e; •D called: ay Special in ructions: Date wanted: Recti)oter: g 0 , RECORD • , Retain a copy with permit " • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100rulo'nella, WA 98188 (206)431-3670 Approved pet'applicable codes. Inspector: ri Corrections required prior to approval. Date: Cl $47.00 REINSPECTION RE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 ;4 r^ • ,...• • r; S.. • , • • Project: ro �� s 1 Type of Ir4 ( ( Fe? L Addre D ate called: � f , S C Y��( S ecia instructions: p Date wanted: rr I ! I p.m. Requester: iz Phone:( „` q (7 --. � ' 'I'NSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300,Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: • c24 ,Y- a9 (.5 e)6 1 9O.( ci-V SS ,$,0e- . 4 4 /.9,eeet. U ? . r V ( ef t t 7 / / . 5 C 4 , /Pe te ' :4% / 3 49 Inspector: $47.00 REINSPECT! IN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sotithcenter Blvd., Suite 100. CaII to schedule reinspection, Receipt No: Date: c ri,f. ,: A ,Ee ^} ( /��. UV JL T pe of Ins p lion: 11.2r ' �� • �L Adds rr s - v ate call 8 l rZ !99, Special instructions: /a, _ /. C'cl� �' ffa 3/x••, u./ s ,./ Date wanted: g(��� Requester: ' lin Phone: C9•06 0- --5 4 7 1 38 INSPECTION RECORD • • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300:Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: egg" c_ sr 2 f /LC (1‘14 e/ 64 ,70?1/4( (EA .-A-4 oig-1- ee '.-e- -; Pee k. f L l/wA, (i) a Dat / /7 Q7 El $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: Project Name Address Retain current inspection schedule Needs shift inspection Approved without correction notice _ Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature r'INALAPP . FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit N John W. Rants, Mayor Thomas P. Keefe, Fire Chief Devtroao t ( 5 ) mqa- o\\D\ Suite # Date Rev, 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 By G. OHANIAN DATE. 49-22-99 SUBJECT PER. UBC SEE ELEVATIONS PAGE NO. 2 CALCS. 1 THRU 4 DRAWINGS: RD-4214 SH. 1 STRUCTURAL CALCULATIONS OF STORAGE SHELVING FOR: BROOKSTONE COMPANY 858 SOUTH CENTER PARKWAY TUKWILA, WA. 98188 1997 EDITION STORAGE SHELVING CAPACITY: RCK DESIGN & ENGINEERI/C CO. 3788 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8803 V:72 1?, 01 O .TUICV \AO ,.„ OC 2 1999 ---------- • EVISION SHEET NO. 1 JOB NO... RD-4214 RECEIVED Cfl" OF TUKWILA 9 1999 PERMIT CENTER m EWewe Y,.s:XLS.'SAA& NA tf, '.•�'e:t}.i P. G. OHANIAN DATE. 9-22-99 SUBJECT. STATIONARY SHELVING 150 # / LEVEL FRONT VIEW MOBILE SHELVING 48" 48" 150 // / LEVEL FRONT VIEW )L •x'rEni4w+}tWoror. •2inN.01 tw.r%niN,uu tr. . R 'K DESIGN & ENGINEERII( CO. 9786 LA CRESCENTA AVE.. SUITE 204 CLENDALE, CA. 91206 TEL:(81B)957 -2980 FAX:(818)957-8603 "X" BRACING SEE DETAIL 1 /4 "d CR 5 BOLT 3 PLACES "X" BRACING SEE DETAIL V."•. WeNr lvs%�."vtu'tnblMv�i.valJV�Jr.L M6l pti:'+n•...•'N:!MN.�Mra+•1i1h•MN SIDE VIEW SIDE VIEW N 48" i FRONT VIEW 48" 1 } .• • •• 4 } 75 # / LEVEL FRONT VIEW SHEET NO. 2 JOB NO. RD -4214 "X" BRACING SEE DETAIL 1/4 "d CR 5 BOLT 3 PLACES "X" BRACING SEE DETAIL SIDE VIEW 15" y 15" SIDE VIEW RELOaIVIrD PITY OP TUKWILA OCT 1 9 1999 PERMIT CENTER By G. OHANIAN RCK DESIGN & ENGINEERI LOAD PER COLUMN DATE . SUBJECT. SEISMIC DESIGN = 2.5xCaxl w 6X.15 2 W=.1 +.45 =..5 D.L. L.L. v= 2.5x.36x.5 _ 10 BASE SHEAR 4.4 3/4"x13 GA. FLAT BAR ("X" BRACING) Ta=.09"x.75"x36x.6=1.4 BASE SHEAR PER BAY=4x.10 <1•4 SHELVING COLUMN t==.077 LOAD TO COL. P= .50 + 14'3 _1•5K<3,6 15 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8803 F =36 KSI A=.31 r Q=.7 M = .10 x2x124"x.5x1.15 = 14.3 "K UBC 1997 SEC. 2222 1=1 Rw=4.4 Ca=.36 CO. KI _ 20 = 103.6 — — r .28 F. = 11.7 "I i< P =F xA SHEET NO. JOB NO RD-4214 mittNIVED CITY0I TuKWIIA OCT 1 9 1999 PERMIT CENTER BY. G. OHANIAN RK DESIGN & ENGINEERI DATE .... 9 -22 -99 SUBJECT OVERTURNING (FIXED SHELVING) = .10K x2x 124 "x.5x 1.15 = 14.3 K MR = . 5 0 x 1 5 1 1 = 7 .5 „K UPLIFT '= 14.3"K-7 = 45K 15" BASE PLATE FIXED SHELVING TENSION- ' 25 = .23 ANCHOR SHEAR = ' 2 = ,05 USE (2)-1/4"0 ANCHOR BOLT PER BASE PLATE, 2" EMB. (ICBO #4627) ROLLING SHELVING 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8803 SHEET NO. 4 JOB N0. RD -4214 ALL 24" & 15" DEEP SINGLE ROW UNITS TO BE CONNECTED TO THE BUILDING WALL PER DETAIL OF DRAWING RD -4214 ANTI —TIP TRACK ANCHORD TO FLOOR W/ 1 /4 "0 ANCHORS ® 24" o.c. ANTI —TIP ARM TEK SCREWED TO MOBILE CARRIAGE W/ (2) 1/4 TEK SCREWS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4"0 TEK SCREWS PER POST RECEIVED CITY OIa TUKWILA OCT 1 9 1999 PERMIT CENTER c'O CO CO CC X PC ir. i 1 N 1_'1= J1AJ.c:1AYRY N 6 1 —BACK TO BACK , _ PASS;'-iRCLGF1 151x21" 1 7' iJ = ECHANJCAL l= v uBILE 1' 4 ,..48"/24" 45'r24" I MOBILE AISLE s6 )2i" v Ar i� 481s° A my 46 `-40'919' 141 -9u j 811 x 2 ► I"I .fi )5 s PRO JEr.2 ASSfSTj Brooks :ono company Soutt:Center t:!tI I v /•SUnN .13 f: -r•-- =P:PP ADA TRACK 3 99 1 19' II an r� CO N C.) 0 MALE: Mrs. Ur,E RE.uLi: 8399 'MO%s 8r: GRt1iaMG N8' irank John ?ff.er snuteenter dwg th\canivriz \dOt ;ti \HRMItSJGfE 11 !my 7M1 ClVhc S. (1W.' .'t �?, if C3 PW. MG; L'( -707 1M1 .a S) 111/41-31.0J r,W: 'F't5 ',:.7.14 0•10 6 =J L Prd ➢R °):1'! P: r_zrr Or r3=R u53.F S1 7,% /: SYS.c16, n11r REF CiI' ..1 %711 117'..71far PEJ'a5z n ' 11PP tinRIF SIVOG'c SYSIELtS. NC_ IS S1:8C71.Y P1 :9) \cc 0 09/26/99 SUN 22:44 FAX 503 690 2440 — AUG -25 -99 WED 10 :23 AM PIPP MOBILE STORAGE SYST FAX NO, 161M 1 1 1 11iiiimarra MOBILE S fORAGE SYSTEMS INC. (8 131 � 2 T477 Phone: (616) 530.8828 Fax: (616) 530 -8400 Sip To: Brooksione Co. 17 Riverside St. Nashua, NII 03062 - Date Atmo ant Sold fly Ty1Y S1grtlture Thanks! Cuaton ur Servlee• k.p; John Ritter Rctucncc 0103/99 111itS•I•) [ 11 . 1 .1 I ascription PAYMENT TJr ItMIS: Balance duet 30 days after shipment. All Purchase Drags '.;e Issued to Pipp Mobile Systems or your signature At the bottom At ribs toile constitutes a bindin2 purchase order to the Account of Pipp Mobile Systems. Inc. NO1 Lt: RE l'URNS RI :Q(: 11tl: AUTHORIZATION FROM PIPP. I.P.VF:l.INli TRACK 111.YOUNA 3/3" MAY REC,CIRI: FLOOR 6U:►UIFICATIOti — CCr T NOT INCLUDED, 1 Brookstono Company Southcentcr Mall Tukwila, WA 93138 Date 76-e Ship via •1 u i1'pda[e Watkins 2:10 net 30 1 0L 51199 Quote Number 14069 . rtiropi iTPipialohilc Storage Systern including (3) Responsive Drive ean: a�" (1) Res}1ortiivu Drive carriaze 96 "x49 ", adjustable track, and track accent, to fir drawn y, submitted by the Ilanna Design Group. 1 slr��ivin•� 1s to be ti ne e. �e I c is ? q, r ' " m at .i p ,cad of t 12" vim and all 24" deep tat4l� be s ac d a vs �r ln.4tall;itiun is to be non -union and to be done durirt,g normal business hours. All a•ltas to be lice and clear prior to and • 0. . 1' ' on. lletio • to be continuous froth slat to Orri:ch. Price baser! on nom • ' dot c.V, _ *o the original layout or delays in the buil e • x .a he con • • h tion witYM addressed on a ume and material basis. All installations done by Pipp ore to be warranted for 1 year. MI products provided by Pipp are war:antiml fur 5 years. Lead-time ror t ra a' [ is T to w on r ►ipt our hose o or ii ii apv , � ...1„ / of taus lurnl : 7 1 s '_ 5 1 15 C' :v,l.A1Ti3I4 S NMIM.r.... r. .., •••■,I..1 P. 05/09 Ext. Price 1 1 001 2862 Clydon 6trr.at. SW Grand Rapids, Michigail 49509. http :l /www,pippmoblle•com • email custserr @pippnlobde coal RECEIVED CITY OP TUKWILA C C I 1 9 1999 PERMIT CENTER 09/26/99 SUN 22:45 FAX 503 690 2440 AUG -25 -99 WED 10 :24 AM PIrP MOBILE STORAGE SYST FAX NO. 1616b1U8400 1 1 J _ i _ —ti- 12' 4' x4' 44 Od' 9 10e 120 Q ;N 1 Ili i l� 5 pgp 4Q n 10* LCn r- i♦ wl .._ i '0 —.7 4 — ---/ & J. 2 i P. 09/08 RECEIVED CITY OF TUKWILA OCT 1 9 1999 PERMIT CENTER I i 005 4' 16' or 40' 5r 64• 7d 88• 100' 11r 125- 144 1 1 III 111 1 1 4,...., lip pr ■411 41166. 09/26/99 SUN AUG -25 - 99 (J) 0 c) 0 C) U t .n 22:45 FAX 503 690 2440 ( WED 10:24 AM PIPP MOBILE STORAGE SYST FAX H0. 16165308400 r r V i iM 1 4" 16" 2A' 40' 52" 64' 12' 12' 1r I. 12' 12' 12' 12" 12 12' 12' 12' 104" 20' 124' 144' •-.4 w1f r r11 i< L ro Ct N C_= P. 07/09 12144 12' 20' I 20" I 20' 20 r r 5 CITY OFETUKWILA O CT 1 9 1999 PERMIT CENTER 0 003 09/26/99 SUN 22:45 FAX 503 690 2440 AUG -25 -98 WED 10:24 AM P I PP MOBILE STORAGE SYST FAX NO. 18 tz308400 Li ri (D F; C) . ,- pri Cry r• 0 " Cl 1 rn A r Y (f, a' V C7 nj r CD i C tA iq i'll t4 cn r g 4- G 28' 40 57 VF PR- em e z: 1 ' jI2412 18' 4' at 100' 120' -L` J n N i j P. 08/09 R!O %VED co OF'TUKWItA C CI 1 9 1999 PERMIT CENTER a004 004 Project Info - Pro j ect Address �j t'Jrip i c e reA tM/.„..L- d e , 9 4) Y Owe Area in ft t 9, 4O�� i 6L ✓d. For Building Depanmeni Use — � ID 14- -A WA- 'efine Applicant Name: ¢, L1� v �'� Applicant Address: Applicant Phone: Alteration Exceptions (check appropriate box) ❑ No changes are being mane to the lighting ❑ Leas than 80% of the fixtures are new, and installed lighting wattage la not being increased Location Moor/room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area huh ++ &k- I • "w 75&:' 0',c k 7 c i - bri 0.2 W/ft 24 (e Z ' 411 amt i , 2.. 6 T r�Gk L(J0�- lESGM- r )P 14- /l.D7 Z Fan) G -r 1 A /60 -- From Table 15-1 (over) - document ad exceptions taken from footnotes Total Allowed Watt* s37'a Location (floor/ram no.) Fixture Description Number of • Fixtures Watts/ Fixture Watt:! Proposed Covered Parking A Abe l Ft..vaCs e " r "w Open Parking 1 Ga io PLtbie t W/✓ L,4 M1 0.2 W/ft W (e Z Outdoor Areas 6 'fF•ik Arra FLdcp. • , 2.. G� 3 r�Gk L(J0�- lESGM- r )P 14- /l.D7 Z Fan) G -r 1 A /60 Note: for building exterior, moose either the facade area or the perimeter method. but not both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Toter( Proposed Watts Lccation Description Allowed Watts per ft= or per ft Area in fl (or If tor perimeter) Allowed Watts x tt' (or x If) Covered Parking 0.2 Wife pFCFIVE� CITY to Open Parking ■ 0.2 W/ft Tui< iLA Outdoor Areas 0.2 W/1I t aR r1 Total Proposed Watts may not exceed Total Allowed Wutto for Exterior Total Proposes Bldg. (by facade) 0.25 Wile Bldg. (by perm) 7.5 WAf Note: for building exterior, moose either the facade area or the perimeter method. but not both) Total Allowed Watts Location Flxtuns 0 notion Number of Fixtures Watts/ Fixture Watts Proposed pFCFIVE� CITY to Tui< iLA 1 t aR r1 Total Proposed Watts may not exceed Total Allowed Wutto for Exterior Total Proposes 71, 0E}03/1999 07:57 265 -1605 NP ENGINEERING INC 1997 Wash( 'State Nonresidential Ener! Code Comoliancp corm 'Lighting Summary LTG -SUM 1 997 WaMi, gton Stan N i r,sdutil Energy Coda Campy Forms Project Description Compliance Option Proposed Li>;htint7 Wattaize Q New Building ❑ Prescriptive ❑ Addition la / Lighting Power Allowance Alteration (See Qualification Checklist (aver). Indicate Prescriptive & LPA spaces clearly an plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Inter default table in the NREC Technical Referents Manual may also be used. Proposed Lighting Wattage (Interior) (May net exceed Total Allowed Watts for Interior) Proposed Lighting Wattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hand -wired ballasts arty, the default table in the NREC Technical Reference Manual may also be used. Exterior) (May net exceed Total A$Iowed Watts for Exterior) pq9.bo Systems Analysis PEFIM T CENTER PAGE 02 ri E dRlen - Jun. 19!19 Qty Date Rev. No Description I 69/ 511 1 - - 2 4 3 , - 4 Se. 4 (4TPEb) Transmittal Date 09/15199 Attn bAJ E L Q- z .l Project Name Location 61111 o f TVKwi t.A $t.Dt;, os G30o SoulikEi•LTER &JD., *lac Tij%-wtLA, tu1Di '6188 Project Code Zo(o - 431- 308 WE TRANSMIT • herewith via 1EK ST IA1P►WD soYasertu,PIT O in accordance with your request FOR YOUR • approval o review & comment o use THE FOLLOWING • drawings o specifications O shop drawings Copies to With Enclosures \\ServeAvautt\Arch & Design \Transmittal 010199.doc O distribution to parties O record O other SS SAW me, HANNA DESIGN GROUP Inc 4301 Wilmette Avenue Rolling Meadows 11.60008 PH 847.705.1050 FX 841.105.1105 tf-cooKSTe4E. - SPIe►c�.J SouTN TEg- MALL Con -.141T14cJ.1TE'R &VD, "j aK AALA Lu A 98188 O samples O product literature O other Remarks Tge. ioU,ow p42-f_ , -TArvl Pe DETAIIcs CEATer- DoauT ( Sta fze_ 0.01.1T f Fcri .4 *Fuzz. cots - oog fort 11.112 R.E &tew Aa1D APRncvali GALL tut At Q 11E .Tio1� S Action required 6TAMPEO DP-14.14-14 5 4g- ,/ t]K REV /614. ffrogdL IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. From MIwo CId'A 2 1-i Ne 3 ) 35BCC20 DIAGONAL BRACING ® 48" OC w/ (2) "f8 SCREWS 0 EACH END ATTACH 12 LONG 358CC20 STUD 35BCC20 DIAGONAL BRACING @ 48" OC W/ (2) 18 SCREWS 0 EACH END TOP & BOTTOM OF SOFFIT FRAMING TRACK ARE MANU. BY "FLEX -C TRAC" 70 ORDER CONTACT: MANNY MEYER PHONE: 1 (500) 262 -9680 A.C.T. SUSPENDED FROM DECK ABOVE WITH RADIUSED METAL TRIM ANGLE 0 FASCIA $11' -6" A.F.F. SUSPENDED CHERRY WOOD BEAMS (2 "x10 ") AT 24" 0.C., SECURED TO METAL 600CC20 METAL STUDS ABOVE DRYWALL BY SUB - CONTRACTOR CHERRY WOOD BEAMS PROVIDED & INSTALLED BY F.C. 1/2" = l'-o 5/8" TYPE "X" GYP. BD. `—(2) LAYERS 1/4" GYP. BD. TO 6" ABOVE ADJACENT CEILING ON 358CC20 STUDS 0' 16 0.C. W/ TRACK 0 TOP S-0" CENTER "DONUT" SECTION PLACE 358CC20 STUD IN EXISTING DECK FLUTE (2) EXISTING BAR DIAGONAL TO SPAN 12" LONG 358CC20 STUD TO BE ATTACHED TO HORIZONTAL STUD WITH (3) #8 SCREWS 0 EACH BRACE INTERIOR SOFFIT SUPPORT FRAMING. GYP 8D SOFFIT: CHERRY BEAM: MISC: M & E: 3.0 2 .0 1.0 1.0 DL= 7 PSF 3/8" ALL THREAD 0 48" 0.C. CLAMPED TO MALL TRUSSES ABOVE AND UNISIRUT BELOW. MAXIMUM LOAD =610 Ibs CLAMP SPEC: SUPERSTRUT BEAM CLAMP C- 777 -3/8 (BLACK) MAXIMUM LOAD =900 Ibs UNISTRUT RUN THRU KNOCK OUTS OF 358CC18 STUDS 0 16" 0.C. ATTACHED. TO 600CC20 STUDS BELOW. SOFFIT: 5/8" TYPE "X" GYP. BD. ON 600CC20 STUDS © 24" 0.C. ATTACHED TO 358CC18 STUDS 0 16" OC W/ #8 SCREWS. 11' -6" W 1 �= w I Z U YQ e .,J 358CC20 DIAGONAL BRACING 0 48" OC W/ (2) " #8 SCREWS 0 EACH END ATTACH 12 LONG 358CC20 STUD 358CC20 DIAGONAL BRACING 0 48" . OC w/ (2) ¢8 SCREWS 0 EACH END TOP & BOTTOM OF SOFFIT FRAMING TRACK ARE -MANU. BY "FLEX —C TRAC" TO ORDER CONTACT: MANNY MEYER PHONE: 1 (B00) 262 -9680 A.C.T. SUSPENDED FROM DECK ABOVE WITH RADIUSED METAL TRIM ANGLE 0 FASCIA SUSPENDED CHERRY WOOD BEAMS (2 "x4 ") AT 24" O.C.. SECURED TO METAL 600CC20 METAL STUDS ABOVE DRYWALL BY SUB — CONTRACTOR CHERRY WOOD BEAMS PROVIDED & INSTALLED BY F.C. SK -2 1/2" = 1 5/8" TYPE "X GYP. BD. (2) LAYERS 1/4" GYP, BD. TO 6" ABOVE ADJACENT CEILING ON 358CC20 STUDS 6' 16 0.C. W/ TRACK 0 TOP 3' -0" STOREFRONT SOFFIT SECTION PLACE 358CC20 STUD IN EXISTING DECK FLUTE AT EACH DIAGONAL BRACE TO SPAN OVER (2) EXISTING BAR JOISTS 12" LONG 358CC20 STUD TO BE ATTACHED TO HORIZONTAL STUD WITH (3) 18 SCREWS 0 EACH BRACE INTERIOR SOFFIT SUPPORT FRAMING: GYP BD SOFFIT: 3.0 CHERRY BEAM: 2.0 M & E: 1,0 DL= 7 PSF 3/8" ALL THREAD 0 48" 0.C. CLAMPED TO MALL TRUSSES ABOVE AND UNISTRUT BELOW. MAXIMUM LOAD =610 Ibs CLAMP SPEC: SUPERSTRUT BEAM CLAMP C- 777 -3/8 (BLACK) MAXIMUM LOAD =900 Ibs UNISTRUT RUN THRU KNOCK OUTS OF 600CC20 STUDS 0 16" 0.C. ATTACHED TO 600CC20 STUDS BELOW. SOFFIT: 5/8" TYPE "X" GYP. BD. ON 600CC20 STUDS 0 24" O.C. ATTACHED TO 358CC18 STUDS 0 16" OC W/ #S SCREWS. 11' -1" La a 0 0 FIRE CORRIDOR SECTION. S 1" 1"-0" 800CC18 METAL TRACK FASTEN W/ (5) #8 SCREWS AT EXISTING DEMISING WALL @ 24" 0.C. 800CC18 LIGHT STEEL JOIST @ 24" 0.C. WITH 5/8" TYPE 'X' GYP. BD. TOP AND UNDERSIDE OF CORRIDOR W/ 3/4" FIRE TREATED PLYWOOD ON TOP AND 5/8" GYP. BD. 1" X 4" WOOD CAP ATTACHED TO WOOD END BLOCKING. 358CC20 METAL TRACK (TOP & BOTTOM) 8' -O" A.F.F. 800CC18 METAL TRACK FASTEN W/ (5) #8 SCREWS AT EACH METAL STUD @ 24" 0.C. 358CC20. METAL STUD @ 24" 0.C. W/ 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES SECURE TO DEMISING WALL EXISTING SLAB ON GRADE CONCRETE UL: #U -465 (1) HOUR Q I... D Q CO ,_ J ( 1 00 =W e — N � I_ 1 6 7 W G oz0 Z I 00.. Z V�Z- U CO YQ VJJ N W{ y J r n f-- W cc co 1 N 0 in 1' -8 " 4' -0" 3' -4" , 3' -4" 4' -0" 1' -8" 18' -0" CENTER 'DONUT' FRAMING PLAN SK -4) 1/4" = 1' -0" ACTUAL LOAD: 151 Ibs. PER 3/8" ROD EXISTING DEMISING WALL CLAMPED TO MALL TRUSSES ABOVE 3/8" ALL THREAD @ 48" C. CLAMPED TO MALL TRUS S ABOVE AND UNISTRUT BELOW. (1 REO'D.) EXISTING MAL CI CSD CL CO SOFFIT: 5/8" TYPE "X" GYP. BD. ON 600CC20 STUDS @ 24" O.C. ATTACHED TO 358CC18 STUDS @ 16" OC W/ #8 SCREWS. :rr j. UNISTRUT RUN THRU KNSC OUTS OF 358CC20 STUDS @ 16" O.C. ATTACHED TO 600CC20 STUDS BELOW. 1' D Q CO F' J 0 O =W �O�N I_ _ I T = U W Q s I °o Z 00 Z Vozco � , � 00 La J J J Y Q �WW m� z <� � Q • Z 0 0 CC DD W N H cr CT • Ms K Rw. .� . tmome.e. if ...,.,... Ned... .... �. sup., KENN BUTTS KENNET July 21, 1999 Brenda Holt — Permit Coordinator City of Tukwila — Dept. of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject, Brookstone, Southcenter Mall (Permit #D99 -0201) Dear Ms. Holt, The following letter is a response to Correction Letter #1 dated June 25, 1999. The following comment was made by Ken Nelsen, plans examiner.Two exits are required since there is over 50 occupants & may not exit thru a stockroom. The following (4) ' stamped drawings have been changed to show a (1) hour fire rated corrridor from the sales area directly to the mall corridor in back of our space. Please c�ii me with any questions. • • Kenneth Butt Project Architect Corr. le#ter. �I Cc:Dan Tessarolo /Hanna Design Group CITYOF JUL 7 ;Gtf PERMIT CENTER iTS • ARCHITECT A1A • 124 STAGECOACH ROAD • DELL CANYON •ORNIA 91307 • PHONE (818) 999.4272 FAX (818) 999.4321 ,I • June 25, 1999 Carol Davis 25245 Center Ridge Road Cleveland, OH 44145 Dear Ms. Davis: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0201 Brookstone 858 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. The following are comments from the Building Division (Ken Nelsen, Plans Examiner, (206)413 -3677) Sincerely, 1. Over 50 occupants in retail area, two exits are required. One may "not" exit through stock room (U.B.C. Section 1004.2.2) John W. Rants, Mayor At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block: If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. ilufraLdzted— Brenda Holt Permit Coordinator encl xc. File No. D99 -0201 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 t >y NUMBER: D99 -0201 PROJECT NAME: B ROOKSTON E Original Plan; Submittal: Response to Correction Letter # DATE: '10 -19 -9 Response to Incomplete Letter. # t X . Revision .# 1 After Permit Is Issued DEPARTMENTS: Siti4g` VIi. :a' I IkRMIT COORD COPY PLAN REVIEW /ROUTING SLIP Buil in ivision VI Fire Preventio �- C 10- Pub is Works n S tural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -18 -99 Approved ❑ Approved with Conditions Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions V'RROUTF.DOC 5/99 REVIEWER'S INITIALS: 3:1TeifAVItt.ra" 6 .4 0iFkik`M°"f.•i11, jer k" CR .,A'$@4?S6'15t74 ' Planning Division Permit Coordinator DUE DATE: 10 -21 -99 Not Applicable ❑ No further Review Required Not Approved (attach comments) DATE: CTIVITY ■UMBER: D99 -020:1 OJECT NAME: BROOKSTON Original: PIanrSubmittal XX Response to Correction; Letter Response.to, Incomplete: Letter Revision # After Permit Is Issue DEPARTMENTS: Ip Building Division IL _ G 'j -ti t7 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete \ Comments: C.00rd . PLAN REVIEW /ROUTINC'SLIP Fire Prevention Structural Incomplete n • ? Planning Division C Permit Coordinator TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required DUE DATE: 7 -27 -99 Not Applicable n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions DUE DATE 8 -24 -99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: V'RROUTE.DOC 5/99 • DEPARTMENTS: � Byi ding Division I / I Public Woks Approved 1 CORRECTION DETERMINATION: ■PRROUTE.DOC 5/99 tf , ..a,.�M d.. ..Lf' n..,.�jl. .v. U'�.I. H:. �i :. r :+�t ^, •.. . /�• Jl... h:.'.t ..•�. 'SP Complete V1 Incomplete TUES /THURS ROUTING: Please Route kJ Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved _ Approved with Conditions Fire Prevention 9�L (- Structural ACTIVITY NUMBER D99 -0201 DATE 6- 16 -99 PROJECT NAME: BROOK 'STONE X Original Plan Submittal . Response to Incomplete Letter, Response to. Correction Letter # Revision # _ After Permit Is. Issued K DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: REVIEWER'S INITIALS: DATE: DUE DATE: 6 -17 -99 Comments: DATE: DUE DATE 7 -15 -99 REVIEWER'S INITIALS: DATE: Planning Division I $F Permit Coordinator el Not Applicable n No further Review Required n DUE DATE Not Approved (attach comments) n Approved with Conditions n Not Approved attach comments) 1). Co/ ( 60-2S -lq f� Revision No. Date Rece Staff Initials Date Issued Staff Initials • Summary of Revision: Summary of Revision: 0 .1 1 j ['_ O .t't'Ck11 ttciy, `t0 : Gt- R rc cte. Received By: x 6 L. U tslCow Revision No. Date Received Staff Initials Date - Issued Staff Initials • Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials • Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: 2 _,&I one PERMS NO:. V A'O Site Address: 6r:DC3 Original Issue Date: e° '{v- REVISION LOG - (please print) (please print) (please print) (please print) (please print) City of Tukwila war ✓RI w4rtF rOrvp'wuiYM:f•n'hJ'1 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (6/ I Cf J C ( C t Plan Check/Permit Number: Q, Q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ` .. after Permit is Issued Project Name: '- Project Address: $ U E.AA - Q. e Vr1 \c S0 Contact Person: Phone Number: Summary of Revision: Rot ` \('0.0 A-C.) YVti? �' T \v'C <` c*AQ. 3 • R EV I S I ON Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t g - t ' Cl dl Entered in Sierra on a; 'iC RECEIVED CITY OF TUKWILA pCT 1 9 1999 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 ti it 4 z t pdaeg tarmi Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 Department of Community Development Steve Lancaster, Director Summary of Revision: In Sheet Number(s): City of Tukwila 0 Response to Incomplete Letter # " Response to Correction Letter # ) Revision # after Permit is Issued Project Name: - n ,yip,,, stxDL ( ni rr Project Address: Contact Person: - fy.{- ,rc Phone Number: (20 4) '/3I Etc4- ! 1 y Plan Check/Permit Number: -D`l /C 626 4pn,s. 0 QO 'eta f Q. 41,e4 . "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [g/ Entered in Sierra on 1 Z� (e4kr ) REGbIVtu CITY OF TUKWILA I 1 r I 7 ..1r ":1 pFRMIT CFNTFR John W. Rants, Mayor 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0201 (512) Re: Brookstone - 858 Southcenter Mall. October 26, 1999 John W Rants, 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. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. 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) 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. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.•4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W Rants, Mayor Thomas P. Keefe, Fire Chief 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) 4. The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 231c 4 -3.1) 5. 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 City of Tukwila ., Fire Department Thomas P. Keefe, Rre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D99 -0201 (512) Re: Brookstone - 858 Southcenter Mall Dear Sir: June 23, 1999 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) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) .57. 54439 City of Tukwila Fire Department Page number 2 Maintain fire extinguisher coverage throughout. Thomas P. Keefe, Fire Chief 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 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) 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. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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) 4. 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) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5-4439 Page number •.4 City of Tukwila Fire Department properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or imp,operly installed. (UFC 1111.1) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as . often throughout the day as needed. 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, The Tukwila Fire Prevention Bureau cc: TFD file ncd 5145 /L John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57541404 • Fax (206) 57544139 1 - :t .: 71 :" Detach And Display Certificate - Detach And. Display Certificate 1/4 "0 GR 5 BOLT 3/4" //12 TEKS SCREW 2 "x1/8" --, FLAT BAR 1 M I 'I I I I pp i _I., I 2 "x1/8" FLAT BAR 1/4'0 TEKS AT EVERY POST SHELVING POST �I � I' v1„ 1! I i: ° / PI .. t =.C7" k 1/4 " 0 TEKS TO WA LL ST UDS � J 2 ;� � -� _ 3 /4.,z.OR" PLATE-, 0111 TI-I- 1L 1 1 ___ STUD WALL V� (2)- 1/4"0 ANCHOR BOLTS PER BEAS PLATE 2" EMB. (SEE NOTE NO. 3) COLUMN & BASE PLATE DETAIL ( 1; WALL ATTACHMENT DETAIL ( 2; uo "X" BRACING DETAIL 48" ( 3 ■ i ANTI —TIP TRACK 48 i5., '� 1 TYP 1 ; TYP. , _ R11 /� rR ,11r' F /1l ,s C , s� I o ff ! � m „ ,,,,,- o' o e C 7 � 00 ` c, .i. `� . a\ . ° `�' C. 9 . :., , (2)-1/4"0 TEK SCREW 1 1 1 TYP. 1 - X 24" I f �`-- / 2 TYP. I i J � --- _ - -_ 1. • . MI / / *<# s.• r 114.111116. ' IMI V \ V 1-1 � � <-' � ! � / I _ 2 t/ I. 11111116,„ � "X" BRACING SEE DETAIL / % "X" % .�.. ......- -- 3RACIIdG k ,; SEE DETAIL \ \ ,/ - / 3 3/8". _ -_ ,/, o - 1 MUM \ 'C \ �� V \ ^\ �� i1 GA. � \ - _ 5 108 . \' Eis ./ ^�� SHELVN POST CONNECTED TO CARRIAGE WITH (2 ) -1/4 "0 TEK SCREWS PER POST . ✓ 1/4"0 ANCHORS 2" EMB. / . 24" o.c. (SEE NOTE NO. 3) ` I I -�ir j - , 1 TYP. w — r , if - } X/, f ,� '(_._ $ STATIONARY 150 # / LEVEL 75 # / LEVEL SHELVING STATIONARY SHELVING ANTI —TIP ARM CARRIAGE AND TRACK ASSEMBLY SECTION A —A / La" 48" 15" 15' (5; FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 40 NOTES: 1- DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE 1597 EDITION 2 -STEEL FOR ALL SHAPES FY =36 KSI. ASTM .A570 -85 GP.36 (EXCEPT AS NOTED) 3 -ALL ANCHORS HILT KWIK- II CARBON STEEL IC60 J) 4627 (NO SPECIAL INSPECTION REQUIRED) 4- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 P'F 5- SEISMIC DESIGN OF STORAGE SHELVING BASED 06 SHOWN GN ELEVA:iONS 6 -ALL SHED VING INSTALLATIONS AND THEE 477 V1AP ULACTURED IN C NFCRMI'Y WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A. PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 5 f 1 ' / -- -- -�" -- -- r ' 48 24" N �� I IL II I 48" "�15 " / 15 `/ -"' 5,. I , �! 1 111; O l / � c 2) TYP 1 \ 0 � Q 4 ' .wns,, • I. . . a im • ■ minrik 0 R 3 Pt/4 "aceG 5 BOLT s _ ,�,. .,� "� CITY RECEIVED F 1 L E CC1- ---- -- \ �e�; �..o� ;.. 0 —`` . - ... ° �asr C Y 9 1999 r , t1� � (, , 1 PERMIT CENTER ® . 3 F �� 1 ■ 4 } I v _- ' w__FrillL -_-�-, �,. "X" BRACING SEE DETAIL 1 ._ � - _ -- - -. 7C BRACING / SEE DETAIL , r -- I ® I- \\ i t `\ Il Stan � aZ` . [ EXPIRES , ,-,�,� X" BRACING SEE DETAIL a ��_ _ "'X" BRACI t -',- l - - -`I S' . SEE DETAIL x. ■ ) TYP C p R nyNv11A - ►i r ` - � 5' ® - III VI_ _ N! RE.i. DATE REVISION �.. s s * 5 s —;P TYP. — . N _ I _ r RA �x DESIGN AND ENGINE 1�INt; 3786 LA CRE CRESCENTA AVE. x(204 GLENDALE CA. 91208 A . a. _ a.< m I < �— —3 • � � 4 �"�_� ,.�� / I"J �, 28 1�9�' i • - ( C. 150 # /. LEVEL 7 5 # / LEVEL 75 LEVEL 150 LEVEL # / # / LEVEE - � 1 0 • 6011. 1NG DN15 ' ;MOBILE SHELVING • MOBILE SHELVING M O BILE SHELVING STATIONARY SHELVING . . ._„ S CALE: NONE DRAWN BY A.KH. DATE: 9 - 22 - 99 I I PROJECT BROOKSTONE COMPANY SO U T W H CENTER PARKWAY, TUKWILAA. 98188 i °� .. ; . ... FRONT- -:., .. v : ... ::..:: `, I=RONY: VIEW ., D VIEW ,��. _.. FRON.�, VIEW.DE1[EW.; :' ..tT:�,V�EI.. .:. .: SIDE VIEW FRONT 'VIEW T f ._ ...ms..fDEfLW , _ JO B N O. SHEET N0. � STORAGE SHELVING DETAILS RD-4214 7 OF 7 BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City Of Seattle, the following procedure will be required: Applications Fcr building permits are submitted to the Department of Community Development. Upon receipt. plans are routed to the City's plan checker and if appropriate to the Fire Department. Planning Division. and Public Work,' Depart- ment. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings. to include. but not limited to. the following: a. Site plan b Ouu - all building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/431 -3670 '■ FO01) k RESTAURANTS Food handling or type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny e quirements of a food service are detailed in the Seattle or King, County Food Code. Fora copy of the Food Code con tact your District Office. SPRINKLER DRWG. REQUIREMENT Pnor to the fabrication of TENAN r5 sprinkler system. TENANT sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual District Office - The Transcoastal Skyline Tower, Suite 700 10900 NE 4th Street Bellevue, WA 98004, Tel: 206/454 -3931 Upon approval TENANT shall forward four (4) sets c f black Tine (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORDS Tenant Coordinator for LANDLORD'S approval and records 05 required in Exhibit C. .UTILLIY COMPANIES Contact the following utility company represents twes for information concerning local installation requirements. application for service. billing procedures, etc.: -■ ELECTRiC SF ICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455 -5120 ■ GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Setvice/Billing: Tel: 206/464 -1999 installation: Tel: 800/999 -4964 ■ TELEPHONE'SERVICE `- U.S. West Communication P.O. Box 12480 Seattle, WA 98191 -0001, Tel: 206/346 -8500 ■ W/ ER SE kV t:E City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORDS approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464 -0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 � STR(CTURAL FLOOR ENGI‘. FR 3: ABJK Engineering 220 West Harrison Seattle, WA, Tel: 206/285 -1185 ■ SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012,Tel: 481 -7669 PRECONSTRUCTiON EETING A minimum of five (5) days prior to starting cosst - Lisbon. the CONTRACTOR shall contact the SHOPPING CI MIK OFFICE to arrange a Preconstructlon Meeting. Attendees should include at least the GENERAL CONTRACTOR. Superintendent and major Sub - contractors to be used in the constriction. At the Rrctmstn ;cUon Meeting the GENERAL CON) F'AC. TOR shall provide the following: ❑ Building Permit - A copy of each of the Local ; nil State Building permits. Workers Compensation Certificate. ❑ Insurance C.urtificate - The Certificate of Ins prance should be in the minimum amount of /2.000!!00 in the aggregate, 41.000.000 each occurrence and should reflect the following 35 Additional Ina 'eds The Richard E. Jacobs Group, Inc. Southcenter Joint' Venture JG Shopping Center Mgmt. LLC 0 Performance. Labor and Material Bond an roll md. ❑ Sub- contractors List - setting forth the mar, address and telephone numbers of Tenant, C •v;r al Contractorand Sub-con tractor5. (: STR (: ' 1 ONS U 1 ON DENSE' 11 The CONTRACTOR will be required to provide a $1.500 ;:swop any check, certified check or money order payable to. Southcenter Joint Venture Please have your Federal I.D. number ready and available The deposit Or any portion thereof may be applied by the LANDLORD au a reimbursement for materials Issued to or services performed directly for the CONTRACTOR including LANDLORD', correction of punch list items not corner- -tee by the CONTRACTOR (see below) The 0E1'051TOK agrees such deposit any portion thereof, withou t prejudice to 1ny other remedy which LANDLORD may have. may applied a- 2 reim- bursement to the LANDLORD for materials issued t o and /or for services performed directly for TENANT'S CONTieACTOK (which service, may include the correction of punch he,. item•, and /or for the repair/replacement of property dam, TENANT'S CONTRACTOR). The deposit or any th nr '•rig balance thereof (iess a 15%administr. .ion fee) wii! ;• . returned to the DEPOSITOR without in ter cie t. wbhi !.hir (30) days after the completion of TENANTS k:. • ,t, , „, obligations AS required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the following doc,n,en tc during construction: ❑ Working drawings. The GENERAL CONTRACTOR sill build from ONE set of drawings inccrpora tang LANDLORD'S approval con^ments into the B1,'11 DWG DEPARTMENT STAMPED APPROVED SET Thi , set of drawings will be the primary working elrawin,r, Slid displayed at all times during construction. ❑ Acomplete set of Typical Tenant Drawings and a :;et of working drawings bearing LANDLORD'S stamp of nap ❑ A copy of the Letter of Authorization for Atrr•s (issued bymadnpreaentattveatP rie- conotruction'aTtin ) ❑ LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR shall nu an the GENERAL CONTRACTOR or the TENANT if acting as Its own con tractor All references to LANDLORD may e,pually mean the MALL REPRESENTATIVE at the shoppirn c.;nter if appropriate. '* MATERIALS ° ' In the event TENANT'S construc Non encoun ters any a<sl. es Los containing materials (ACM). TENANT shall immediately cease construction for that part of the Work which may dist urb the ACM and contact LANDLORDS Representative at site mane Center to resolve how to proceed The installation of any,•, that contain asbestosis strictly prohibited. ■ tXISTINC; (:oNI)F11ONs It shall be TENANT'S responsibility to verify all existing co1151 equipment and subject. to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent o 1.1) governing building codes. 2) the Federal Occupational 5a fay and Health Act (OSHA) and reguiation5 promulgated thereunder. 3) all laws. ordina and regula Dons of applicable State. CI ty and Local health departments and utility companies, 4) the requirements of LANDLORD'S firc and casual ty insurer, or 5) the provisions of the lease All costs shall be at TENANTS expense. ■ PIU.E1 LION OF PR()I'ERiV The CONTRACTOR she 1 be responsible for protecting the LANDLORDS and any o ther party property from damage. Use of fuel operated engines inside the Mall and /or cpace will notbe permitted. ■ FIRE EXTINGUISHER The CONTRACTOR shall provide adequate fire extinguishers within the premises. tagged for date of Inspection. while under construction 11 SIT ACC :116 k PAI BiN Spec fir, areas w i be designated by the LANDLORD for parking The CO NTRACTOR shall be responsible t4 ensure the t all cons t roc lion employees working in the prenusoe ire the do -,ig- nated parking areas. There will be no cot, tructien trarlcrS allowed on the property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading. us approved by the LANDLORD. ':.Orlin-4V -airMA The CONTRA( TOP,haI be responsible to coord0, r:e all material deliverieS to the prcroses whether For cons trur,t nn fix turing or merrhandi',ing. All deliveries shall be made le thrn.lgh the rear door o f the premises either via the adW0c 0t sorv:c, r truck r n the LANDLORD prior to cerndnro L u,..dncka ea.Co tact c ri f the delivery of ma brio!,- aria equipment which are too large to enter through the rear door of the Premises. Any such items are to be delivered .luring NON- Shopping Center hours. Where there is no rear door to access t- -pare. all clod vine.,. trash removal. eft., must be coordinated before or after Mall opera i.inrg hours. according to LANDLORD'S direction. NO excep tions. r LV()RK AREA It STO RAGE - ( The CONTRACTOR'S w<ook area will be restricted to the Tenor, leased premises. Service and fire corridors and truck docks shall be kept clear of all ma terials, equipment. 40005 2n1 trash at all times ■ SF.t URITV k Ai FFR HI)t1R1 iV(iRi( The CONTRACTOR' trust receive the prior permission of the LANDLORD for work after normal working hours. ■ LANDLORD INSPECTIONS The Tenant; construction work will be observed periodically by the LANDLORD to verify the t the work i5 being cons truc'ed as set forth in the Tenants lease. Tenant Manual Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORDS Construction Manual. ■ SAFETY The CONTRACTOR ,nag be responsible to ensure that all work is performed in accordance with 0.5.01.A. standards. The LAND- LORD may. wit outany liablitythereforr . topwor that isin viola Lion of 0.511A standards or which may. in theLandlords opinion, 0300e injury or harm CO pc .,0rr_ oar fy riper , CONTRACTOR trust obtain a written permit from '.he mall office prior to any hot work (ex. welding solde'mg. (.arch work etr.) It shall be the du ty and responsibility of the CONTRACTOR performing any cutting or welding to comply wit/ Sa Fe. l=y pr ov Enos of the N )Golan Fire Protectors A- sac .it. en- Nctoni Fire CoEc, pert .7ining to such work and thr CON PAC- TOR '- pot -ibie, for all damages resulting f inn a fail to so comply. ■ TEMPIIRA1 V PO'WEIt Temporary eles tric power will be mode accessible for those Terlanis where per 01,1a1t power is not yet aval,oE, Where permanent power 1 5 available• it is the responsibility of the CONTRACTOR to provide the ne0CS,ry equipment to sum* the electrical power needed for construction. Permanent poveer Should be, ascerta as soon 05 pn� <<,ible. I) TEM1'I)RARVIVA(FRa Contact the LANDLONG for coordination of temporary water service. ■ (JTII IiY ,cHANTieitV CONTRACTOR shall be responsible for Chun/CO/cr of utilities ro CONTRACTOR and /or TENANT Account 0, soon as Dos isle. CONTACT INFORMATION =TENANT ol{sTort E rl pA�f1D Y ibu COMA i t� lf-,/ ;,N,D0. T 0.0T Abb E55 NAoI4LIA NIA o3oi. elN STATE alp ,,(oNE 3) 890-4500 /l.�p ;) S7 r BOO) TENANT'SAR(:HTrU•.(.T. KENT -lE'C F{ L. ut,1T`TS. AicMITE T kIRM Do r4ET1.1 t_- BuTTS 124 StAt.&coa+1 4u 0) ADDRESS Bey CP*E -(a cA g13o7 CITY STA1E ill 011/ottg ¶4q- 4: C818 9 432� °TENAN F ENOINEE4 u nFr.hl.uUO4t , Lac cc O i� O i r1- 14t , AJ EN U E suite: : 315 CITY Az 85 STATE 5 (!002) 24t 631 t A ,L12 2 � �A9 - Io 354 1 TEMI'ORARY,TUILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora temporary portable type toilet facility must be approved by the LANDLORD prior to its placement ■ : 1'ENIPORARY KARRICAUE Prior to beginning any construct ion, the CONTRACTOR shall ensure. if required by the LANDLORD. that a temporary barricade is installed at the storefront (000 Shopping Center Manager for Barr - code rlrawingy and details). Where a barricade has been erected by LANDLORD using pre- For panels. the LANDLORD shall extend the barricade past the lease line to accommo- date the storefmnt work. The barricade shall not be extended until storefront work actually begins. shall not unreasonably obstruct mall traffic, and shall not be more than four feet (4) past the storefront lease line. All barricades shall be extended or constructed during the non opera frog hour of the chopping center. No barricades shall be removed or dismantled without expre• ;5 written consent o f the LANDLORD. Any barricade removed without prior consent will be reconstnicted Ly the LANDLORD at the CONTRACTOR'S expense. 6ONSTRU(.11i1N SIGNAGE -+ The CONTRACTOR is not allowed to post any company name nr sign on the tcmpora; ✓ barricade. The CONTRACTOR, hall post all signage ds- refit ❑ cad by trail r epresen to Live for public safety or general warning. it ALLOW GRADE CONSTRUCTION Prior to beginning any EEIow grade construe Non and under slab confuted spaces the Con tree tor mus Prior to Locating Floor Dale bra Lionr, Trnaiit, Contractor must secure LANDLORDS 5trucLlrral floor engineers approval, see address this sheet f] Meet hazardous confined space requirements. Cl Inform LANDLORD of the work to be undertaken and receive approval Of San15. ❑ Submit ALL construction materials proposed for tinier slab installation to LANDLORDS representative for approval. Once the approvals have been received and under slab con - struction commences the CONTRACTOR gnus t photograph the installation in tie tail. both in progress and once con - plet.ed. and submit copies of all photographs to LANDLORD. Any Del ow Oracle construction roust be inspected by LAND- LORD prior to back filling. CON( • , Concrete trust be saw -cut or core-drilled (no jack- h.rnrnering,e breaking of concrete i5 permitted). Secure structural floor engineers approval prior to refornli11 1 all floor work Prior approval must be obtained from LANDLORD prior to pen- et, L ,g any structural or Structurally rein forced 001100ete. SPw1Y PAIN Spraying of finishes or paint must only be done if Mall FIVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. NTEkRUPTI(1N OF UTILITIES - The CONTRACTOR must receive: the LANDLORDS approval a t lea - t three (3)days prior to any nlodlficat .. a to r lity t'11/ th, r. may tempor00ly interrupt Such 5ery cc, 1.0 other - 1 ,man . or t •.hopping center. N()I' V (ONSTitUCTI()N - ''1 The LANDLORD has established working hours when the conteas tor may pCrforn1 - noisy r,ollt.wccion (1e saw ri tt:ng. core dr lung. - 0i 1 ti - type fastener gums. etc.) Contact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request rho t CONTRACTOR reschedule any activities deemed disruptive to restricted hours. SH REMtIIVAL tr`J)t)MPITERS' - - , Trash Removal - All trash will be confined to the premises and removed a t the end of each day by the CONTRACTOR. Any tr25h found in the service corridors. adjacent tenant unit.-. and /or other public, areas will be removed by the LANDLORD and deducted from the CONTRACTORS deposit 0 billed to the TENANT. The location of the CONTRACTORS dumps ter toll be determined by the LANDLORD. LANDLORD'S durnpsterr. and /or compactors are not. t n be used IN CONTRACTOR. = •AIAL> CON1i'ACT tnr, 11bt,�1 NAfuC Southcenter Mall 633 Southcenter Seattle, WA 98188 - 2886 Tel: 206/246 - 0423 Fez: 206/244 - 8607 The CON tP-ACOR shag seek tx S ND'i.l,?ROS prior approval at least tw•o (2) days in advance of needing to drain the shopping center sprinkler system. No shopping center sprinkler system will be left drained overnight. All Systems writ be charged and operational when the CON- TRACTOR leaves for the night. A 975 fee will be charged for each time the LANDLORD'S sprinkler system is drained or shut down to acoom mndate connection and testing requirements. The CONTRACTOR will not be allowed to penetrate the roof or adjust or modify the LANDLORDS sprinkler system. fixtures. utilities, structure, equipment or facilities without the LAND- LORD'S express written consent and will be done by the LANDLORDS original contractor (or LANDLORDS designee) at the CONTRACTOR'S expense. . ■ ROOF 13 IltILI)ING MOD1F1(,ATI(INS OPERATING WHILE . ItEMODELING In addition to any prior stated requirements. the following rules apply to stores remaining open during remodeling. ■ I'RLCONSTRU('l'ION MEETING For stores remaining open during construction, The Store Manager must be present at the 0reconstructlon Meeting to discuss plans for the remodel, time span of remodel and related safety issues. ■ IlARRICAI /E The CONTRACTOR will be required to schedule the construction in phases and provide a phasing barricade plan indicating where the barricade will be placed. ■. SECURi - 1'Y is AFiER HouRS WORK . The CONTRACTOR must receive prior permission of the LANDLORD for work after normal working hours. In addition. the Store Manager and the CONTRACTOR must prepare for and indicate whether a Security Offices or other service Is needed. The LANDLORD will not be responsible For the security of the CONTRACTOR'S or the TENANT'S property. In addition to the 0.5.H.A. safety standards referenced previ- ously. the Store Manager and CONTRACTOR must observe the following: ❑ Provide a minimum of is four foot (4) barricade around all construction areas. Apply plastic sheeting from the barricade up to the ceiling 0o as to minimize dust and related damage to merchandise, customers and the public mall areas. ❑ Verify that all workman's tools. ladders. and loose construction supplies are ou t of the customers. and specifically. children's reach. ID Verify that any eierhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. ID Verify that the store has down - sized its stock properly 50 05 to remain open for business and Still accommodate clear fire exits through both the rear and the front of the store. ❑ If there is any storefront remodeling required. the CONTRACTOR will be required to erect a barricade per the above details. OPENING -REQUIREMENTS ❑ Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. ❑ Certified tenant Air- Balance Report ❑ Punch List: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punc list The premises win be allowed to open for business only a fter the LANDLORD has received a copy of the Occupancy Penult and the punch list items have been sa tisfactodly completed. _■ LIENIVAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following ,,n5 at the end of the construction (forms are available from the LANDLORD): ❑ An original notarized "General Contractor's Affidavit and Final Waiver of Lien ". ❑ The original signed and notarized "Subcontractors Affidavit and Waiver of Lien" for each contractor. 'TENANT c;OoRDINAiOfl- • . _ D0.bOKA1( L. 2.1 EL Tel: 440/805 -1 54 , NAME The Richard E. Jacobs Group, inc. 25425 Center Ridge Road Cleveland, OH 44145 -4122 Tel: 440/871.4800 Fax: 4401808- Iet0 THIS AREA FOR LANDLORD USE ONLY NO TE: f)RAWINGS 011n-1 LOWER RIGHT IIAN() CORNER ARE APf'P,OVLD BY LANDLORD LANDLORDS ar rovalo1 T c0D o1s- Drawings contingent; nom icooJiancf.withLANDLORDS rt and shall notbt' approval 3 1 p F construed so as to hold LANDLORD Bolin for either the ?arch ter. turn! and engineering design of the Premises Or the accuracy of the infonnatiol container) in TENANT'S Drawing-. Should any con fl c ar ise het°•eon Any of TENANT'!) Drawings and the L Pay e. the ,applicable portion(s) of the Le,15r' be de.. temninative. LANDLORD'S apfa'oval o f TENANr5 Dr'awi: will in 00 way ,:I ter,irnenrl nr w,aive the requirements or criteria of the Lea00. sE- PR.RATC f ' 6 ;. :_ ECV 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors cop approved plans acknowledged. By 4-.4e4te Date ' �o` // �T1 Permit No. 1 � q- " o FiLE COPY ` oR EGILri E -• ARCH1 INC _ Tr-.. 110 - = DRAWING SUBMISSIO k:REVIEW`CI ECItLIS�t` „ s ; . TENANT'S SUBMISSION CHECKLIST TENANTS drawing submission must include four (') sets of black line (preferibly) or blue line prin tG. PRELIMINARY CONCEPT: WORKING DRAWINGS: ❑ Storefront Elevation (with sign) Working Drawing), must be ❑ Storefront Section(s) submitted in the following order: ❑ Details at Neutral Pier(s) Q LANDLORD'S TTG-01 Sheet, Q Details at LANDLORD'S Soffit ❑ Architectural Q Floor Plan I:3 Eleer.ricaI ID � Reflected Ceiling Plan LANDLORD'S TFL .� hF .e 1 (s) fj In Elevations - numbing Interior Elevat n � t re U g Longitudinal Section ❑ I IVAC ❑ Material Sample Board 0 LANDLORD'S TTM Shcet(s) ❑ Photo of Similar Store L] (other rlrawinrgs) LANDLORD'S REVIEW CHECKLIST APPROVED APPROVED kEV15E P DRAWING PORCONSTRUCTION (INCLUDE RESUBMIT RESUBMISSION) PRELIMINARY V ARCHITECTURAL ELECFRICAL PLI IMBING HVAC ..:. , ; .." L 1: i to 1,1 :fl ;r RESUSMLSSIONS: TENANT Shall re,-ubnntciraw%ngs within ter 00)<layc,. All rc,ubm'solo,- ;:hall be COMt'LE L set s rrii.h Four (4) sets of black line (preferably) et blue, line prints. SIGN: This review does not include final of TENAN •icjn. Prior to fabric, Non 4 ins tab ton of TEN r li Si .ig it, TENAN r`i sign faltriea for (sign company) shall sterner. three, (;:) se ts of Shp drawling., to LANDLORD for approval. CHANGES Once approved by LANDLORD. no changes Shall be node in TENAN TS Drawings except. IIpor the PRI , w -`. ten consent of the LANDLORD. A5 -BULL TS: Wi thin thirty (30) clays of ter the opening of the Premises. TENANT shall submit .1 complete,ct of as -bull t drawings to LANDLORD. BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City Of Seattle, the following procedure will be required: Applications Fcr building permits are submitted to the Department of Community Development. Upon receipt. plans are routed to the City's plan checker and if appropriate to the Fire Department. Planning Division. and Public Work,' Depart- ment. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings. to include. but not limited to. the following: a. Site plan b Ouu - all building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/431 -3670 '■ FO01) k RESTAURANTS Food handling or type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny e quirements of a food service are detailed in the Seattle or King, County Food Code. Fora copy of the Food Code con tact your District Office. SPRINKLER DRWG. REQUIREMENT Pnor to the fabrication of TENAN r5 sprinkler system. TENANT sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual District Office - The Transcoastal Skyline Tower, Suite 700 10900 NE 4th Street Bellevue, WA 98004, Tel: 206/454 -3931 Upon approval TENANT shall forward four (4) sets c f black Tine (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORDS Tenant Coordinator for LANDLORD'S approval and records 05 required in Exhibit C. .UTILLIY COMPANIES Contact the following utility company represents twes for information concerning local installation requirements. application for service. billing procedures, etc.: -■ ELECTRiC SF ICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455 -5120 ■ GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Setvice/Billing: Tel: 206/464 -1999 installation: Tel: 800/999 -4964 ■ TELEPHONE'SERVICE `- U.S. West Communication P.O. Box 12480 Seattle, WA 98191 -0001, Tel: 206/346 -8500 ■ W/ ER SE kV t:E City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORDS approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464 -0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 � STR(CTURAL FLOOR ENGI‘. FR 3: ABJK Engineering 220 West Harrison Seattle, WA, Tel: 206/285 -1185 ■ SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012,Tel: 481 -7669 PRECONSTRUCTiON EETING A minimum of five (5) days prior to starting cosst - Lisbon. the CONTRACTOR shall contact the SHOPPING CI MIK OFFICE to arrange a Preconstructlon Meeting. Attendees should include at least the GENERAL CONTRACTOR. Superintendent and major Sub - contractors to be used in the constriction. At the Rrctmstn ;cUon Meeting the GENERAL CON) F'AC. TOR shall provide the following: ❑ Building Permit - A copy of each of the Local ; nil State Building permits. Workers Compensation Certificate. ❑ Insurance C.urtificate - The Certificate of Ins prance should be in the minimum amount of /2.000!!00 in the aggregate, 41.000.000 each occurrence and should reflect the following 35 Additional Ina 'eds The Richard E. Jacobs Group, Inc. Southcenter Joint' Venture JG Shopping Center Mgmt. LLC 0 Performance. Labor and Material Bond an roll md. ❑ Sub- contractors List - setting forth the mar, address and telephone numbers of Tenant, C •v;r al Contractorand Sub-con tractor5. (: STR (: ' 1 ONS U 1 ON DENSE' 11 The CONTRACTOR will be required to provide a $1.500 ;:swop any check, certified check or money order payable to. Southcenter Joint Venture Please have your Federal I.D. number ready and available The deposit Or any portion thereof may be applied by the LANDLORD au a reimbursement for materials Issued to or services performed directly for the CONTRACTOR including LANDLORD', correction of punch list items not corner- -tee by the CONTRACTOR (see below) The 0E1'051TOK agrees such deposit any portion thereof, withou t prejudice to 1ny other remedy which LANDLORD may have. may applied a- 2 reim- bursement to the LANDLORD for materials issued t o and /or for services performed directly for TENANT'S CONTieACTOK (which service, may include the correction of punch he,. item•, and /or for the repair/replacement of property dam, TENANT'S CONTRACTOR). The deposit or any th nr '•rig balance thereof (iess a 15%administr. .ion fee) wii! ;• . returned to the DEPOSITOR without in ter cie t. wbhi !.hir (30) days after the completion of TENANTS k:. • ,t, , „, obligations AS required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the following doc,n,en tc during construction: ❑ Working drawings. The GENERAL CONTRACTOR sill build from ONE set of drawings inccrpora tang LANDLORD'S approval con^ments into the B1,'11 DWG DEPARTMENT STAMPED APPROVED SET Thi , set of drawings will be the primary working elrawin,r, Slid displayed at all times during construction. ❑ Acomplete set of Typical Tenant Drawings and a :;et of working drawings bearing LANDLORD'S stamp of nap ❑ A copy of the Letter of Authorization for Atrr•s (issued bymadnpreaentattveatP rie- conotruction'aTtin ) ❑ LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR shall nu an the GENERAL CONTRACTOR or the TENANT if acting as Its own con tractor All references to LANDLORD may e,pually mean the MALL REPRESENTATIVE at the shoppirn c.;nter if appropriate. '* MATERIALS ° ' In the event TENANT'S construc Non encoun ters any a<sl. es Los containing materials (ACM). TENANT shall immediately cease construction for that part of the Work which may dist urb the ACM and contact LANDLORDS Representative at site mane Center to resolve how to proceed The installation of any,•, that contain asbestosis strictly prohibited. ■ tXISTINC; (:oNI)F11ONs It shall be TENANT'S responsibility to verify all existing co1151 equipment and subject. to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent o 1.1) governing building codes. 2) the Federal Occupational 5a fay and Health Act (OSHA) and reguiation5 promulgated thereunder. 3) all laws. ordina and regula Dons of applicable State. CI ty and Local health departments and utility companies, 4) the requirements of LANDLORD'S firc and casual ty insurer, or 5) the provisions of the lease All costs shall be at TENANTS expense. ■ PIU.E1 LION OF PR()I'ERiV The CONTRACTOR she 1 be responsible for protecting the LANDLORDS and any o ther party property from damage. Use of fuel operated engines inside the Mall and /or cpace will notbe permitted. ■ FIRE EXTINGUISHER The CONTRACTOR shall provide adequate fire extinguishers within the premises. tagged for date of Inspection. while under construction 11 SIT ACC :116 k PAI BiN Spec fir, areas w i be designated by the LANDLORD for parking The CO NTRACTOR shall be responsible t4 ensure the t all cons t roc lion employees working in the prenusoe ire the do -,ig- nated parking areas. There will be no cot, tructien trarlcrS allowed on the property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading. us approved by the LANDLORD. ':.Orlin-4V -airMA The CONTRA( TOP,haI be responsible to coord0, r:e all material deliverieS to the prcroses whether For cons trur,t nn fix turing or merrhandi',ing. All deliveries shall be made le thrn.lgh the rear door o f the premises either via the adW0c 0t sorv:c, r truck r n the LANDLORD prior to cerndnro L u,..dncka ea.Co tact c ri f the delivery of ma brio!,- aria equipment which are too large to enter through the rear door of the Premises. Any such items are to be delivered .luring NON- Shopping Center hours. Where there is no rear door to access t- -pare. all clod vine.,. trash removal. eft., must be coordinated before or after Mall opera i.inrg hours. according to LANDLORD'S direction. NO excep tions. r LV()RK AREA It STO RAGE - ( The CONTRACTOR'S w<ook area will be restricted to the Tenor, leased premises. Service and fire corridors and truck docks shall be kept clear of all ma terials, equipment. 40005 2n1 trash at all times ■ SF.t URITV k Ai FFR HI)t1R1 iV(iRi( The CONTRACTOR' trust receive the prior permission of the LANDLORD for work after normal working hours. ■ LANDLORD INSPECTIONS The Tenant; construction work will be observed periodically by the LANDLORD to verify the t the work i5 being cons truc'ed as set forth in the Tenants lease. Tenant Manual Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORDS Construction Manual. ■ SAFETY The CONTRACTOR ,nag be responsible to ensure that all work is performed in accordance with 0.5.01.A. standards. The LAND- LORD may. wit outany liablitythereforr . topwor that isin viola Lion of 0.511A standards or which may. in theLandlords opinion, 0300e injury or harm CO pc .,0rr_ oar fy riper , CONTRACTOR trust obtain a written permit from '.he mall office prior to any hot work (ex. welding solde'mg. (.arch work etr.) It shall be the du ty and responsibility of the CONTRACTOR performing any cutting or welding to comply wit/ Sa Fe. l=y pr ov Enos of the N )Golan Fire Protectors A- sac .it. en- Nctoni Fire CoEc, pert .7ining to such work and thr CON PAC- TOR '- pot -ibie, for all damages resulting f inn a fail to so comply. ■ TEMPIIRA1 V PO'WEIt Temporary eles tric power will be mode accessible for those Terlanis where per 01,1a1t power is not yet aval,oE, Where permanent power 1 5 available• it is the responsibility of the CONTRACTOR to provide the ne0CS,ry equipment to sum* the electrical power needed for construction. Permanent poveer Should be, ascerta as soon 05 pn� <<,ible. I) TEM1'I)RARVIVA(FRa Contact the LANDLONG for coordination of temporary water service. ■ (JTII IiY ,cHANTieitV CONTRACTOR shall be responsible for Chun/CO/cr of utilities ro CONTRACTOR and /or TENANT Account 0, soon as Dos isle. CONTACT INFORMATION =TENANT ol{sTort E rl pA�f1D Y ibu COMA i t� lf-,/ ;,N,D0. T 0.0T Abb E55 NAoI4LIA NIA o3oi. elN STATE alp ,,(oNE 3) 890-4500 /l.�p ;) S7 r BOO) TENANT'SAR(:HTrU•.(.T. KENT -lE'C F{ L. ut,1T`TS. AicMITE T kIRM Do r4ET1.1 t_- BuTTS 124 StAt.&coa+1 4u 0) ADDRESS Bey CP*E -(a cA g13o7 CITY STA1E ill 011/ottg ¶4q- 4: C818 9 432� °TENAN F ENOINEE4 u nFr.hl.uUO4t , Lac cc O i� O i r1- 14t , AJ EN U E suite: : 315 CITY Az 85 STATE 5 (!002) 24t 631 t A ,L12 2 � �A9 - Io 354 1 TEMI'ORARY,TUILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora temporary portable type toilet facility must be approved by the LANDLORD prior to its placement ■ : 1'ENIPORARY KARRICAUE Prior to beginning any construct ion, the CONTRACTOR shall ensure. if required by the LANDLORD. that a temporary barricade is installed at the storefront (000 Shopping Center Manager for Barr - code rlrawingy and details). Where a barricade has been erected by LANDLORD using pre- For panels. the LANDLORD shall extend the barricade past the lease line to accommo- date the storefmnt work. The barricade shall not be extended until storefront work actually begins. shall not unreasonably obstruct mall traffic, and shall not be more than four feet (4) past the storefront lease line. All barricades shall be extended or constructed during the non opera frog hour of the chopping center. No barricades shall be removed or dismantled without expre• ;5 written consent o f the LANDLORD. Any barricade removed without prior consent will be reconstnicted Ly the LANDLORD at the CONTRACTOR'S expense. 6ONSTRU(.11i1N SIGNAGE -+ The CONTRACTOR is not allowed to post any company name nr sign on the tcmpora; ✓ barricade. The CONTRACTOR, hall post all signage ds- refit ❑ cad by trail r epresen to Live for public safety or general warning. it ALLOW GRADE CONSTRUCTION Prior to beginning any EEIow grade construe Non and under slab confuted spaces the Con tree tor mus Prior to Locating Floor Dale bra Lionr, Trnaiit, Contractor must secure LANDLORDS 5trucLlrral floor engineers approval, see address this sheet f] Meet hazardous confined space requirements. Cl Inform LANDLORD of the work to be undertaken and receive approval Of San15. ❑ Submit ALL construction materials proposed for tinier slab installation to LANDLORDS representative for approval. Once the approvals have been received and under slab con - struction commences the CONTRACTOR gnus t photograph the installation in tie tail. both in progress and once con - plet.ed. and submit copies of all photographs to LANDLORD. Any Del ow Oracle construction roust be inspected by LAND- LORD prior to back filling. CON( • , Concrete trust be saw -cut or core-drilled (no jack- h.rnrnering,e breaking of concrete i5 permitted). Secure structural floor engineers approval prior to refornli11 1 all floor work Prior approval must be obtained from LANDLORD prior to pen- et, L ,g any structural or Structurally rein forced 001100ete. SPw1Y PAIN Spraying of finishes or paint must only be done if Mall FIVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. NTEkRUPTI(1N OF UTILITIES - The CONTRACTOR must receive: the LANDLORDS approval a t lea - t three (3)days prior to any nlodlficat .. a to r lity t'11/ th, r. may tempor00ly interrupt Such 5ery cc, 1.0 other - 1 ,man . or t •.hopping center. N()I' V (ONSTitUCTI()N - ''1 The LANDLORD has established working hours when the conteas tor may pCrforn1 - noisy r,ollt.wccion (1e saw ri tt:ng. core dr lung. - 0i 1 ti - type fastener gums. etc.) Contact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request rho t CONTRACTOR reschedule any activities deemed disruptive to restricted hours. SH REMtIIVAL tr`J)t)MPITERS' - - , Trash Removal - All trash will be confined to the premises and removed a t the end of each day by the CONTRACTOR. Any tr25h found in the service corridors. adjacent tenant unit.-. and /or other public, areas will be removed by the LANDLORD and deducted from the CONTRACTORS deposit 0 billed to the TENANT. The location of the CONTRACTORS dumps ter toll be determined by the LANDLORD. LANDLORD'S durnpsterr. and /or compactors are not. t n be used IN CONTRACTOR. = •AIAL> CON1i'ACT tnr, 11bt,�1 NAfuC Southcenter Mall 633 Southcenter Seattle, WA 98188 - 2886 Tel: 206/246 - 0423 Fez: 206/244 - 8607 The CON tP-ACOR shag seek tx S ND'i.l,?ROS prior approval at least tw•o (2) days in advance of needing to drain the shopping center sprinkler system. No shopping center sprinkler system will be left drained overnight. All Systems writ be charged and operational when the CON- TRACTOR leaves for the night. A 975 fee will be charged for each time the LANDLORD'S sprinkler system is drained or shut down to acoom mndate connection and testing requirements. The CONTRACTOR will not be allowed to penetrate the roof or adjust or modify the LANDLORDS sprinkler system. fixtures. utilities, structure, equipment or facilities without the LAND- LORD'S express written consent and will be done by the LANDLORDS original contractor (or LANDLORDS designee) at the CONTRACTOR'S expense. . ■ ROOF 13 IltILI)ING MOD1F1(,ATI(INS OPERATING WHILE . ItEMODELING In addition to any prior stated requirements. the following rules apply to stores remaining open during remodeling. ■ I'RLCONSTRU('l'ION MEETING For stores remaining open during construction, The Store Manager must be present at the 0reconstructlon Meeting to discuss plans for the remodel, time span of remodel and related safety issues. ■ IlARRICAI /E The CONTRACTOR will be required to schedule the construction in phases and provide a phasing barricade plan indicating where the barricade will be placed. ■. SECURi - 1'Y is AFiER HouRS WORK . The CONTRACTOR must receive prior permission of the LANDLORD for work after normal working hours. In addition. the Store Manager and the CONTRACTOR must prepare for and indicate whether a Security Offices or other service Is needed. The LANDLORD will not be responsible For the security of the CONTRACTOR'S or the TENANT'S property. In addition to the 0.5.H.A. safety standards referenced previ- ously. the Store Manager and CONTRACTOR must observe the following: ❑ Provide a minimum of is four foot (4) barricade around all construction areas. Apply plastic sheeting from the barricade up to the ceiling 0o as to minimize dust and related damage to merchandise, customers and the public mall areas. ❑ Verify that all workman's tools. ladders. and loose construction supplies are ou t of the customers. and specifically. children's reach. ID Verify that any eierhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. ID Verify that the store has down - sized its stock properly 50 05 to remain open for business and Still accommodate clear fire exits through both the rear and the front of the store. ❑ If there is any storefront remodeling required. the CONTRACTOR will be required to erect a barricade per the above details. OPENING -REQUIREMENTS ❑ Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. ❑ Certified tenant Air- Balance Report ❑ Punch List: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punc list The premises win be allowed to open for business only a fter the LANDLORD has received a copy of the Occupancy Penult and the punch list items have been sa tisfactodly completed. _■ LIENIVAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following ,,n5 at the end of the construction (forms are available from the LANDLORD): ❑ An original notarized "General Contractor's Affidavit and Final Waiver of Lien ". ❑ The original signed and notarized "Subcontractors Affidavit and Waiver of Lien" for each contractor. 'TENANT c;OoRDINAiOfl- • . _ D0.bOKA1( L. 2.1 EL Tel: 440/805 -1 54 , NAME The Richard E. Jacobs Group, inc. 25425 Center Ridge Road Cleveland, OH 44145 -4122 Tel: 440/871.4800 Fax: 4401808- Iet0 THIS AREA FOR LANDLORD USE ONLY NO TE: f)RAWINGS 011n-1 LOWER RIGHT IIAN() CORNER ARE APf'P,OVLD BY LANDLORD LANDLORDS ar rovalo1 T c0D o1s- Drawings contingent; nom icooJiancf.withLANDLORDS rt and shall notbt' approval 3 1 p F construed so as to hold LANDLORD Bolin for either the ?arch ter. turn! and engineering design of the Premises Or the accuracy of the infonnatiol container) in TENANT'S Drawing-. Should any con fl c ar ise het°•eon Any of TENANT'!) Drawings and the L Pay e. the ,applicable portion(s) of the Le,15r' be de.. temninative. LANDLORD'S apfa'oval o f TENANr5 Dr'awi: will in 00 way ,:I ter,irnenrl nr w,aive the requirements or criteria of the Lea00. sE- PR.RATC f ' 6 ;. :_ ECV 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors cop approved plans acknowledged. By 4-.4e4te Date ' �o` // �T1 Permit No. 1 � q- " o FiLE COPY ` oR EGILri E -• ARCH1 INC _ Tr-.. 110 INDEX TO DRAWINGS SHEET NO. DESCRIPTION TTG -01 LANDLORDS COVER PAGE T- 1 TITLE PAGE X -1 RESPONSIBILITIES SCHEDULE D -1 DEMOLITION PLAN A -O MISC. DETAILS ' A - FLOOR PLAN, DOOR SCHEDULE A -2 REFLECTED CEILING PLAN A -3 FINISH PLAN, FINISH SCHEDULE AND TRANSITION DETAILS A -4 INTERIOR ELEVATIONS A -5 STOREFRONT ELEVATION & DETAILS A -6 STOREFRONT SECTION A -7 WALL FIXTURE SECTIONS A -8 MISC. DETAILS AS -1 ARCHITECTURAL SPECIFICATIONS AS -2 ARCHITECTURAL SPECIFICATIONS AS -3 ARCHITECTURAL SPECIFICATIONS F -1 FIXTURE PLAN, FIXTURE SCHEDULE M -1 HVAC FLOOR PLAN AND SCHEDULE M -2 NOTES Sc SCHEDULES E -1 ELECTRICAL LIGHTING PLAN E -2 ELECTRICAL POWER PLAN E -3 LIGHTING SCHEDULE E -4 ELECTRICAL DIAGRAM, SCHEDULES, AND NOTES E -5 ELECTRICAL SPECIFICATIONS TTE +1 ELECTRICAL DESIGN CRITERIA, DETAILS, AND RISER DIAGRAMS TTE -2 ELECTRICAL DESIGN CRITERIA, DETAILS, AND SPECIFICATIONS TTM -1 MECHANICAL DETAILS & SPECIFICATIONS TTM -2 MECHANICAL DETAILS &: SPECIFICATIONS TTM -3 MECHANICAL DETAILS & SPECIFICATIONS TTM -4 MECHANICAL DETAILS & SPECIFICATIONS TTM -5 MECHANICAL DETAILS & SPECIFICATIONS TTM -6 MECHANICAL DETAILS & SPECIFICATIONS 33zookotome SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 $ "lt HANNA DESIGN GROUP Inc P10)acl Management • General GoneBUGe:, • 4301 WLMETTE AVE • Rig Meadows L 80008 • PH 8473053050 • FX 847.705.7705 • KENNETH L BUTTS S ARCHITECT' A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91,507 TEL. (818) 999 -4272 THIS DRAWING AND SPECIFlCARON IS PRWIDED AS AN INSTRUMENT OF SERVICE Bf THE ARCHITECT IS INTENDED FOR U SE W 7HI5 PROJECT ONLY. THIS DRAWING REMNNS THE PROPERTY OF THE AA CNITECT M U SHALL BE RETURNED TO HE HIM UPON DETERMINATION OF ALL DRAWINGS. SPECIFlCARONS, DESIGNS, MODELS. ANO ARRANGEMENTS MPUPoNG HEREIN CONBnTUTES THE OflICINAL AND Ar UNPUBLISHED WORK OF THE ARCHITECT. TINY REPRODUCTION, URHOUi SE OR DISCLOSURE OF THE POF TIE INFORMATION COMNNEO HEREIN W THE PRIOR CONSENT OF ENE ARCHITECT IS STRICTLY PROiHI&TED. © 1999 BY HANNA DESIGN GROUP In< TITLE PAGE ORAWN BY CHECKED BY- R.B.C. D.L.T./ K.L,B. MARK DESCRIPTION DATE ISSUED FOR ENGINEERING 5 /11/99 ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 ISSUED FOR FINAL LANDLORD REVIEW 6/14/99 ISSUED FOR BID/ PERMIT 6/14/99 I CITY OF 1'L -ALP. ,,DV 151999 rcMTFP I -- P.IR SHEET: ® eR - 0 1 I® DANIEL TESSAROLO PROJECT COORDINATOR OILER PROJECT' T C OO OO RDDHATO ARcIJ IMIEC IJ : T.G.C. SHALL COORDINATE MIS WORK MATH THAT OR THE UTILItt COMPANIES. AND ALSO COORDINATE THE WORK OF ALL TRADES, PRONGING ACCESS REWIRED. 2. T.G.C. SHALL EXAMINE THE EXSTING UTILITY CONDITIONS STUB -INS OR ACCESS I VTIU AN AND VERIFY MATH INFORMATION SHOWN OIN THESE DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE MCHiTECT OR ENGINEER PRIOR TO ME RN SIIRMITTAI 3. T.G.C. SHALL PAY FOR ALL TRASH SERVICES, BE RESPONSIBLE FOR THE REMOVAL OF DEBRIS FOR ALL TRADES, AND FOR KEEPING ME JOB SITE CLEAN AT ALL TIMES. 4 SCHEDULE - PROVIDE A CONSTRUCTION TIME SCHEDULE SHOWING ALL PHASES OF THE WORK INCLUDING THAT OF THE MILLWORK. ONTRACTOR, TOO OWNER'S SUPPLIED MARIAL ND AL UBCONTRACTORS. A PRELIMINARY SCHEDULE SHO BE A ATTACH ED TO BID SUBMITTAL. 5. GENERAL CONTRACTOR SHALL PROVIDE FIELD VERIFICATION OF ALL DIMENSIONS AS REC. BY FIXTURE CONTRACTOR. 6. MINIMUM INTERFERENCE - ALL WORK SHALL dE PERFORMED SO AS TO CAUSE A MINIMUM OF INTERFERENCE MATH ANY OTHEP TENANTS AND THE OPERATION OF THE LANDLORD'S ENTIRE PREMISES. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY STEPS TO PROTECT THE FACTURES ON RIE PREMISES AND RIE FACILITIES OR OTHERB AFFECTED BY PERFORMANCE OF RIE WORK AND PgJCE SAME PROPERLY. 7. CONSTRUCTION EQUIPMENT AND MATERIALS ME TO BE LOCATED IN CONFINED AREAS AND TRUCK TRAFFIC IS TO BE ROUTED IN AND FROM THE SITE AS DIRECTED BY THE LANDLORD. THE COST OF' THE WORK SHALL INCLUDE ANY OVERTIME NECESSITATED BY THESE REQUIREMENTS_ 8. TEMPORARY FACILITIES: CONTRACTOR SHALL ARRANGE AND PAY FOR 0.N0 MAINTAIN ANY NEEDED TEMPORARY FACTURES AT THE PREMISES INCLUDING ELECTRICAL SERVICE, TRASH REMOVAL, PROTECTION, ENCLOSURE BARRICADE, USE GF ELEVATORS, AIP CONDITIOON OF NING AND HEATING, TELEPHONE & FAX AT THE PREMISES FOR THE DURATI THE WORK. T.G.C. TO PROVIDE AN OPERATIONAL FAC9MIIE MACHINE ON SITE PRIOR TO THE STMT OF CONSTRUCTION. 9. DRAWING AND SPECIFICATIONS'. A COMPLETE SET OF THE DRAWINGS INCLUDING APPROVED SHOP DRAWINGS SHALL BE KEPT AT THE SITE FOR THE DURATION OE THE WORK. COPIES, OR ORIGINALS IF REWIRED, OF ALL PERMITS AND APPROVALS SHALL ALSO BE KEPT AT THE SITE (____ ABBREVATIONS A.B Anchor Bolt ACOUST. Acoustical A/C Air Conditioning A.F.F. Above Finish Floor ALUM. Aluminum A.T. Aluminum ONCUP Threshold BLDG. Building 8LK. Block BLKG. Blocking 8/ Bottom CEM. Cement C.I. Cast Iron C,I.T. Cast Iron Threshold E Center Line COL. Column CONC. Concrete CONT. Continuous DET. Detail D.F. Drinking Fountain DIM. Dimension Dead Load DTL. Detail DWG. Drawing EA. Each ELECT. Electric (al) ELEV. Elevation E.W.C. Elec. Water Cooler EXH. Ehxoust EXP. Exposed F.C, Fixture Contractor F.D. Floor Drain FIN. Finish F 0 -C. GA. G.I. GYP H.B. H.C. HDW. HORIZ HTG. HT ID. INSULINT JST. LAV, LAM. L.H. LT.WT. L.L. MECH. MFG. M.H, MISCLM.0 N.T.S. O.A. 0.C. Face of Concrete Face of Masonry Gouge General Contractor Galvanized Iron Gypsum Hose Bibb Hollow Core Hardware Horiz,tal Heating Height Inside Diameter Insulation Interior Invert Joist Lavatory Laminated Left Hand Light Weight Land Lord Mechanical Manufacturer Man Hole Miscellaneous Masonry Opening Not 0 Contract Nat to Scale Overall On Center SUB- CON";RACTOR SHALL REFER TO SUB - CONTRACTOR OF TENANT'S GENERAL CONTRACTOR. LJ U B3MOOO` JOLI VE �� �`rJM- LCI�IJ�� VIJG =�1L� �LrU U O.D. OPNG. P.V,C. P.L. R.A. R.C.P. REINF. R.H. R.0 R.O.W. S,C. SCHED. SHT SIM. SPEC S0. STL. STRUCT TEL. THK. T/ T.G.C. TYP. VERT. WSCT. w.c. WWF W/ LEASE S PACE: *EVA 63 3 SONJ GC/ ATHC�ENTER{p� pD LVD SEATTLE, . ©MISS 3300 OO KS` "OM�L 171 RIVERSIDE S TE EET L ASHUA, III 00 3©62 TELEG°�i; OOMn Eo (6003) 860 °9500 CONTACT: DAVID E �IOODD Y (DEMON) / i1AG TON NAGL (COMn S RUCTI OO N) G�G�MnM�� »� =CAM - ice 43©1I ' DLG�ET1E AMC ROLLING MEADOW'S, OL 6000 ©8 - TELEPHONE: (6477) 1700 5 °7100 5© PROJECT O O O RDDf ATOO i�o DAN TESSAROLO K277 ' a Kark_FHTY �o o �� rye T A 124 STAGECOACH GOAD COO CELL CANY00 X19 CA ©I 3©77 TELEPHONE: (818) 699 °42772 CONTACT: KENNETH ETH LD o UT 10. CONTRACTOR TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SE OF THE MOST WRRENT CONSTRUCTION DOCUMENTS. CONTRACTOR TO PROVIDE ARCHITECT & TENANT MATH A COMPLETE & ACCURATE SET OF AS -BUILT DRAWINGS. 11. SUPERVISION: CONTRACTOR SHALL. FOR THE DURATION OF THE WORK, KEEP ON THE PREMISES A COMPETENT FULL -TIME GENERAL FOREMAN OR SUPERINTENDENT SATISFACTORY TO THE OWNER. 12. T.G.C. SHALL BE RESPONSIBLE FORA SMOOTH TRANSITION BETWEEN SCHEDULE OF REQUIRED SUBMITTALS: THE STCH FLOOR AND THE MALL FLOOR. BE.. START OF COSTRUCTION, THC GENERAL CONTRACTOR IS TO SUBMIT THE FOLLOWING: A. PROGRESS SCHEDULE B. UST OF ALL SUBCONTRACTORS C. COPIES OF BUILDING PERMIT AND ANY OTHER REWIRED AUTHORIZATIONS AND LICENSES BY GOVERNING AUTHORITIES. 13. CUTTING ANO REPAIR. ALL CUTTING. DRILLING, OR REMOVALS REWIRED TO REMOVE. REL n Ei N SHALL BE S, ETC ALTER AND UPO OR INSTALL N COMPL ANY ETION WORK. , REPAIRING, EQUIPMENT, PATCH WIRIING, APP. NG T R ALL SURFACES TO A NEW CONDITION SHA DE DONE BY THE CONTRACTOR PER THE SPECIFICATIONS. SEE SECTION 01045 ON SHEET ,FAST FOR FURTHER INFORMATION 14. PATHING' ALL SURFACES, INCLUDING THOSE DAMAGED DURING THE WORK, REWIRING SAME SHALL BE PATCHED AND REFINISHED M A NEW CONDITION i0 THE ARCHIlECYS OR IENANYS APPROVAL 15. CLEANING: UPON S, GL CPLETION OF RF E AN R FITTIN K, ALL GS S SU HALL BE RFAES, CC IN N AND G F READY OORS, WALL FI %TU TO USE T.G.C. SHALL REMOVE ALL CONSTRUCT. RUBBISH, SCAFFOLDING, EQUIPMENT, TEMPORARY PROTECTION TEMPORARY FIELD STRUCTURES, AND ANYTHING ELSE THAT WAS REWIRED IN CONNECT. WITH THE CONSTRUCTION, BUT NOT A PERMANENT PART THEREOF. T,G.C. SHALL MAINTAIN ORDERLY HOUSEKEEPING DURING THE PROCESS OF CONSTRUCTION, AND UPON COMPEETION SHALL THOROUGHLY CLEAN ALL AREAS. FINAL CLEAN -UP SHALL INCLUDE THE FCALOWINO SWEEP, DAMP MOP. AND WAX RESILIENT FLOORING. OUST, DIRT, PAINT DRIPPINGS, OIL, GREASE, AND OTHER BLEMISHES SHALL BE REMOVED FROM ALL SURFACES. INCLUDING PIPING AND EQUIPMENT. WINDOWS, GLASS UNITS, GLASS DOORS ANO MIRRORS SHALL BE WASHED. PAINT OVERRUNS AND PUTTY SMEARS SHALL BE REMOVED. HARDWARE SHALL BE RUBBED CLEAN WITH A FLANNEL CLOTH. Outside Diameter Opening Polyvinyl Chloride Property Line Return -,ir Reinforced Concrete Pipe Reinforce (ed) Ong) Right Hand Rough Opening Right of Way Solid Core Schedule Sheet Similar Specifications Square Ste, Structural Telephone Thickness Tenant Top Tenant Gen. Contr. Typical Vertical Wainscot Water Closet Welded Wire Fabric With /{ Section Reference Window Number q A Z /--- Sheet Number Revision Number SECTION WINDOW NO. REVISION ELEV. Detail Reference Sheet Number ETAI 703 Room Number ROOM NO. (00 Number 16. SHOP DRAWINGS AND SAMPLES: WHERE CALLED FOR IN THE DOCUMENTS, SUBMIT TO THE TENANT FOR APPROVAL AS FOLLOWS: A. REPRODUCIBLE DRAWINGS: ONE SEPIA TRANSPARENCY NON - REPRODUCIBLE DATA: THREE COPIES C. SAMPLES: TIE CLEARLY MARK aLL SUBMISSIWS WITH DATE, PROJECT, CONTACT, AND SUBCONTRACTOR ANO ALLOW SPACE FOR APPROVAL D. COPY OF INSURANCE COVERAGE THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS, SAMPLES AN0 /OR CATALOGUE CUTS OF ALL TENS REQUIRED, INCLUDING THE FOLLOWING: A. STOREFRONT AND ENTRANCE WORK B. SIGN SHOP DRAWINGS C. SHOP DRAWINGS SHOWING CONSTRUCTION, DETAILS, AND PROFILES D. EVIDENCE OF COMPLIANCE MATH FIRE RETARC.7 ASSEMBLY E. BUILDERS HARDWARE: HARDWARE SCHEDULE F. SIGN WORK: SAMPLE OF ALL LETTERING G. SPRINKLERS: SHOP DRAWING SHOWING SPRINKLER HEAD LOCATIONS, PIPING AND VALVES. H. HVAC. SHOP ORAMANGS AND CATALOGUE CUTS SHOWING DUCTWORK AND ALL HVAC EQUIPMENT, INCLUDING REGISTERS AND DIFFUSERS. SUBMIT CATALOGUE CUTS OR SAMPLES OF ANY SUBSTITUTIONS. NOTE: ALL SUBSTITIJTIONS ARE TO BE APPROVED BY THE AR(HITECT AND /OR THE OWNER ied Elev. Reference � F N x umber Glass Sheet Number FIXED GL. Louver Number LOUVER - Key Note KEY NOTE. ( 7--)- Finish Number Fixture Number FIXTURES Lu a Rev round n CONSTR. NOTES Elevation 02.35 - (R e . gq Floor, ELEV. • - - -- -- Slatwall NUMBER IL 74- Material Number MATERIAL I8. CHANGES: GENERAL NOTES IDEILATO THE UNDERSIGNED AGREES THAT THERE MAY BE CHANGES, OMISSIONS, OR NOOFICATONS IN THE WORK AND R1A� APPROPRIATE ADJUSiMENtB WILL BE MAN THE CONTRACT LT THE OR CREDITS ALSO AGREES TDE I HAT THE CHARGES FOR ALL EXTRA WORK OR CREDITS SHALL BE DETERMINED, AT OWNER'S CHOICE. IN ONE OF THE FOLLOWING WAYS. A. BY UNIT VALUES BASED ON THE ITEMIZED COST BREAKDOWN TS . BY COST PLUS A PERCENTAGE FEE. 19. LOCATE ALL EXISTING UTILITY SERVICE LNES (INCLUDING TELEPHONE LINES) AND PROTECT THEM THROUGHOUT THE CONSTRUCTION PERIOD. 20, LAYGUT WORK AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, MEASUREMENTS OF THE BUILDING, URUTIES, AND OTHER WORK EXECUTED UNDER THE CONTRACT. 21. VERIFY ALL DIMENSIONS AS THEY APPLY TO EXISTING CONDITIONS WITH PARTICULAR EMPHASIS DIMENSIONS MARKED E OR VERIFY IN FIELD (V.I.F.). NOTIFY 70 TENANT & ARCHITECT IMNMEDIDI ATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS. 22. ANY DISCREPANCIES. ERRORS, OR OMISSIONS DISCOVERED RIG IN HT T THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL O THE ATTENTION R OF WI THE TENANT & MC BEFORE PROCEEDING MARL RELATED WORK. OTHERWISE. THE. CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 23. TIME IS THE ESSEN AND THE CONTRACTOR SHA KEEP WORK EIN OF PERSONNEL W THE CE JOB AT ALL TIMES TO PERFO RM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT CONTRACTOR TT C WORKMANSHIP, AND SOUND BUSINESS P SHILL CONFIRM THAT ALL ITEMS WILL BE ROE. THE LL BE ORDERED, FABRICATED, AND INSTALLED PRIOR TO THE GR ? COMPLETI DATE. EXCEPTIONS WILL NOT BE ALLOWED T A OF O WRITTEN AUTH ORIZATION OR THE OWNER PRIOR TO PLACEMENT q" ORDER. 24. THERE SHL BE T SUBSRTURON OF TERIALS WHERE MANUFACTU 5 SPECIFIED. WHERE TH MA E TERM "OR APPROVE D EQUAL" IS USED. THE ARHITECT ALON DETERMINE SUITABNtt BASED UPON INFOR SUPPLI ED SHALL BY CONTRACTOR 25. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, AND TRUE. AND IN PROPER ALIGNMENT. 26. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF ALL BRACING AND BLOCKING OF WAILS, RECEIVING WOODWORK, SHELVING, ETC. GENERAL CONTRACTOR TO COORDINATE THE LOCATION OF SAID BRACING AND BLOCKING WITH OWNER. 27. GENERAL CONTRACTOR TO PROVIDE BLOCKING AT BASE OF STORE FIXTURES, FILES, FREE - STANDING WOODWORK, ETC. TO ALIGN THESE ITEMS WHERE THERE ARE DIFFERENCES IN THE FLOOR LEVEL, 28. THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN THIS SET, AND SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK. 29. THE T.G.C. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD AND SHALL REVIEW VI W L ANDLORD CONSTRUCTION REQUIREMENTS. T.G.C. SHALL COORDINATE HIS WORN MARL THE LANDLORD WITH REGARD TO TEMPORARY UTILITIES, ALLOWABLE MATERIAL, TRAFFIC ROUTES, STORAGE OR TOOLS AND MATERIALS. USE SE OF OR FACILITIES. HOURS IN WHICH WORN ALLOWED, NOISE AND ND O OUST CONTROL, CLEANUP AND OTHER NATTERS REWIRING ADHERENCE TO LANDLORD REQUIREMENTS. 30. T.C.C. SHALL RENEW WITH THE LANDLORD'S REPRESENTATIVE THE MANNER IN WHICH ALE CONNECTIONS TO S1R'JCTJRE MALL BE MADE. ANY PENETRATIONS IN THE BUILDING ENVELOPE APPROVED IN WRI TING. STRUCTURE SHALL BE RENEWED MA Q UIRES THA T THE HA AND WRITING. NG. IF THE LANDLORD REQUIRES PRTIONS OF WORK PERFORMED BY ITS OWN CONTRACTOR, T.G.C. SHALL INCUR ALL COSTS ASSOCIATED KITH THAT PORTION OF THE WORK UNLESS STATED OTHERWISE IN WRITING BY THE OWNER. 31. T.C.C. SHALL BE RESPONSIBLE TO THE LANDLORD FOR ANY DAMAGE OCCURRING TO ANY OF THE LANDLORD'S FACILITIES BEFORE DURING OR AFTER CONSTRUCTION PROCEDURES CAUSED BY THE CONTRACTOR. HIS EMPLOYEES OR HIS SUBCONTRACTORS 32. APPLICABLE STANDARDS OF CONSTRUCTION INDUSTRY HAVE SAME FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRCMENTS OR BOUND ANO PUBLISHED 1HEREYAT COMPLY S. ACT STAN IN EFFECT AS O THE DATE OF CONTRACT COWMEN TS. UNLESS OTHERWISE INDICATED. 33 SAFETY SCAFFOLDING SHALL BE BUILT IN ACCORDANCE WITH REQUIREMENTS OF ALL FEDERAL, STATE, AND LOCAL U.. ALL TEMPORARY SHORING REQUIRED FOR THE REMOVAL OF EXISTING WORK FOR THE INSTALLATION OF• NEW WORK SHALL BE INCLUDED IN THE CONTRACT CONTRACTOR SHALL BE RESPONSIBLE FOR THIS WORK AND SHALL MAKE GOOD ANY DAMAGE CAUSED BY IMPROPER SUPPORT OR FAILURE OF SHORING IN ANY RESPECT. CODE REVIEW �1. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS & DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE T.G.C.. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. BUILDING & STRUCTURAL: 1997 UNIFORM BUILDING CODE 2. PLUMBING: 1997 U.P.C. 3. MECHANICAL. 1997 U.M.C. 4. ELECTRICAL: 1996 NATIONAL ELECTRICAL CODE 2 BUILDING DEPARTMENT: CITY OF TUKWILA 6300 S. CENTER BLVD SUITE 100 TUKWILA, WA. 98188 (206)- 431 -3671 BUILDING DATA: 3. 1. CLASSIFICATION: A) OCCUPANCY GROUP - B) TYPE OF CONSTRUCTION - 2. AREA: M = MERCANTILE TYPE 11 3,182 S.F. PROJECT DATA OCCUPANCY GROUP: OCCUPANCY LOAD: SALES (1 PERSON /100 S.F.) STOCK ROOM (1 PERSON /300 S.F.) TOTAL TYPE OF CONSTRUCTION: FLOOR AREA: SALES FLOOR NON - SELLING AREA TOTAL 2502 S.F. 680S.F. 3,182 S.F. N_CHAM JACO mc. 1 : 25245 CENTER BRIDGE RD. CLEVELAND, GPO. 44945 'TELEPHONE: VAC) €3©8 °747 CONTACT: DE n OO GLAD Lo M[ L MERCANTILE 25 2 (27 5 EMPLOYEES PER SHIFT) WA DURING PERFORMANCE T.G.0 IS RES ONSIBLE FOR PROVISIOI AND MNNT BART OF WANING . SIGN, LIGHT SIGNAND AL DEVICES, GUARD LIGHTS. BARRICADES , GUARD ANO A THE JOB SITE WHICH FENCES OTHER DENIES GI APPROPRIATELY LOCATED VE PROPER AND UNDERSTAN D AB ANO RMING MALL ODLE RNING TO ALL PERSONS WITH REGARD TO HAZARDOUS CONDITIONS, EQUIPMENT AND OPERATIONS BEING PERFORMED IN CONJUNCTION WITH THE WORK. ALL WARNING DEVICES SHALL COMPLY WITH O.S.H.A. AND OTHER APPLICABLE GOVERNMENT, REGULATIONS AS REWIRED FOR THE CONSTRUCTION PROCEDURES AND CONDITIONS ENCOUNTERED. INSOFAR AS JOB SITE SAFETY IS CONCERNED, THE ARCHITECT IS RESPONSIBLE SOLELY FOR HIS OWN AVD HIS EMPLOYEES ACTIVITIES ON THE JOB SITE, BUT THIS SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR ANY CONSTRUCTION CONTRACTORS FROM THEIR RESPONSIBILITIES FOR MAINTAINING A SAFE JOB SITE. MOTHER THE NA AGITATES THE ARCHITECT, THE PRESENCE OF PROFESSIONAL RES OF E 1E CT NOR THE ARCHITECT OR HIS EMPLOYEES AND SUB CON RECTORS, SHALL BE CONSTRUED TO IMPLY THE ARCHITECT ANY RESPONSIBILITY FOR METHODS OF WORK PERFORMANCE. NCE. NTE EN SEQUENCING OF CONSTRUCTION, OR SAFETY AFETY I R ABOUT THE ON OT RIE SITE. THE OWNER AGREES THAT THE T.G.C. IS MO SOLELY RESPONSIBLE FOR JOB SITE SAFETY "" "' M"" " "'S THAT THE ARCHITECT SMALL BE MADE AN ADDITIONAL INSUREDUNDER THE T.GC.'S GENERAL LIABILITY INSURANCE POLICY. 34. T.G.C. TO COORDINATE ALL WORK WITH CENTER MANAGEMENT. 35. SUPERINTENDENT MUST BE ON SITE AT ALL TIMES 36, REFER TO GENERAL SPECIFICATIONS ON AS -1, AS -2 & AS -3. MECHANICAL SPECIFICATIONS ON M -I, ELECTRICAL SPECIFICATIONS ON E -5. 37, T.G.C. TO LEAVE DUMPSTER AFTER 9J13STANTAL COMPLETION FOR RETAIL OPERATIONS TO DISPOSE OF MERCHANDISING TRASH WHEN STOCKING STORE. T.C.C. SHALL BE RESPONSIBLE FOR (1) DUMP FEE FOR THIS PURPOSE AS WELL AS HAVING DUMPSTER PERMANENTLY REMOVED. 38. BEST LOCK (7) PIN CONSTRUCTION CORE TO BE PROVIDED AN0 INSLLED BY T.,G.IN REM DETEX RM PRIOR TO TURNOVER OF ST CONSTRUCTION CORE AND ALA CORRESPUNOING CANARD. KEY TO REMAIN AT TURN -OVER OF STORE TO BROOKSTONE MANAGEMENT. 39. T.G.C. SHALL BE RESPONSIBLE FOR ANY CONSTRUCTION DEPOSITS REWIRED BY THE LANDLORD WHETHER REFUNDABLE OR NOT. 40. T.G.C. TO VERIFY LEASE SPACE DIMENSIONS & EXISTING BUILDING ELEMENTS FOR COMPLIANCEMATH THE DRAYANGS BEFORE C OMMCING CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO TH ATTENENTION OF ME ARCHITECT OR EN N CHAN. GINEER FO RON OF DIMENSIONAL CONFLICTS AND COMPONENT LOCATIONS. Na CHANCE ORDERS WILL ISSUED FOR CHANGES REQUIRED L THE WORK AFTER ENAECNHAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE E ARCHITECT /ENGINEER AND THE OWNER. KEY PLAN O55T. STORE KEY PLAN NTS PROPOSED LOCATION OF BROOKSTONE UPPER LEVEL LOWER LEVEL F000 CCITT -- :GAT 51.06 ETH .I3UT? 9F WAMHLNGT , C9 a ' \ I E A P F R V 1,79' L� �t a IT L P ✓ _ _ r J R` T) , Y 'r II';= ,1\:' _ JUN 1 5 1999 GENERAL NOTES DIVISION OF WORK ITEM LANDLORD SUB CONTRACTOR OWNER FIXTURE CONT. EXISTING NOT APPLY REMARKS FURN INST FURN INST FURN INST FURN INST 01010 SUMMARY OF WORK REGULAR REQUIREMENTS 01030 ALTERNATES /ALTERNATIVES C , C SPECIAL PROJECT PROCEDURES 01060 BUILING PERMITS • • 01500 TEMPORARY FACILITIES AND TEMP. UTILITIES • • INCLUDING JCR STE SAFETY 01500 TEMPORARY MALL BARRICADE W/ GRAPHICS j • • SUBCONTRACTOR TO PROVIDE BARRICADE W1TN PAINT /GRAPHICS VERIFY SIZE & LOCATION W/ LANDLORD 01700 PROJECT CLOSEOUT • • 0 2050 EXISTING CONDITIONS •'' • • .C. T4 VERIFY X1511 CO ON '" 10' 0 :ID & BE INCLUDED IN BID 02070 DEMOUTION • • DUMPSTER • • I REFER ALSO TO SHEETS T -1, 0 -1, A -i. ALL DEBRIS MUST er- REMOVED FROM PROJECT 03010 CONCRETE SEALER • • 03015 FLOOR SLAB MODIFICATIONS • • FLOOR OUTLETS 03300 CONCRETE WORK • • REFER TO SHEET A -1 AND VERIFY IN FIELD FOR LOCA110N 03700 CONCRETE RESTORATION AND CLEANING - • • : FLOOR SLAB MODIFICATIONS 05400 COLD FORMED METAL FRAMING • • 06100 ROUGH CAR ^ENTRY • • 06200 FINISH CARPENTRY • • CASHWRAP • • BACKWRAP • • FLOOR FIXTURES (SALES ARE ) • • STOCKROOM SHELVING • • SEE SHEET F -1 & A -7 FOR SIZE. TYPE & LOCATION. SLATWALL ;SALES AREA) • • ALL SLATWALL TO HAVE SLATWALL GROOVES W/ METAL INSERTS. 5/8" PLYWOOD UNDER SLATWALL • • SEE DET. 1 AND 2 ON SHEET A -7 06400 ARCHITECTURAL WOODWORK • • • • REFER TO DRANINGS FOR RESPONSIBILITY STOREFRONT WOOD PANELS • • SEE DETAILS FOR ADDITIONAL INFORMATION WOOD BASE 0 PERIMETER WALLS • • 1 1 PERIMETER WALL FIXTURES AND SHELVES • • 07100 WATERPROOFING • • SUB- CONTRACTOR TO PROVIDE WATERPROOFlNG MEMBRANE AT WASHROOM - ER FY APPROVED MANUFACTURER W/ I ORO REP. 07210 BUILDING INSULATION • 07250 FIREPROOFING • • 0 900 JOINT SEALANTS • . • 08100 METAL DOORS AND FRAMES (TRIM) • • - REFER TO DOOR SCHEDULE 08210 /000 DOORS FRAMES AND TRI 1 • • REFER TO DOOR SCHEDULE 08300 SPECIAL DOORS • , • - ACCESS DOORS 08340 OVERHEAD ROLLING GRILLE (MOTORIZED) INCLUDING LOCKS. CYLINDERS. AND CONTROL KEYS • • DoeR Tcc ro COpr wwx w+R mue '''AF'= e TE HswE PRreLR j wnuulwl+ a Icn r PH wrsmuctla u%a¢ c+ucaa No comma I¢rs O NCW OINGRLOCKDS ER IL AND L KEYS • =A' Z. + j p wPoC j M p %1 i ipcN Cn t s `a PRI 08340 SLIDING GR (MANUAL}. INCLUDING TOP & BOTTOM PINS, LOCK CYLINDERS, AND CONTROL KEYS ' - , • CeORON v. ,- ntx f4f NNNFACIIMER to PrsMe FRRPm % wsi cMiAnan aF Fi si r PN wslw:Enax lon¢ cvms a uo cwlRa a5 ( ST LOCK 7 PIN CORES FOR ACH GRILLE i� 7HUM8 TURN ( }) MGRTISE E - INLLUDE CONTROL KEYS • • • FURNISH GMLLE M.NUE. NSAIIm By alb- CONTRACTIXi .C. O ET KEYS i0 ED BROC KSigNE pi rURNOV OF STORE. CD T KEYI. 08700 DOOR HARDWARE • • (INCLUDING ) SOUTHCENTER LEASE 633 TUKWILA, BTookatome MALL SPACE: E544 SOUTHCENTER BLVD. WA. 98188 BET S LOCK ONSTRUCTION CORE 7 PIN W SPACER NG RI FOR STOCKRCOOM E %IT DOOR W CGNTROI KEYS C TG.. T G I VE KEYS TO BROOKSTONE AT STORE TURNOVER . (I.NCCLUO DING CONTROL KEY) 08800 GLAZING AND MIRRORS • • STOREFRONT GLAZING & FRAMING • 09110 LIGHT GAUGE METAL FRAMING • ' ' • 09250 GYPSUM WALLBOARD • • PROVIDE AS REQUIRED ON TENANT SIDE OF DEMISING PARTITION 09000 TILE A T STOREFRONT O • T O CLOSURE LINE. CONTACT MALL 09510 ACOUSTICAL CEILING SYSTEM • • J HANNA DESIGN GROUP Inc Design • Project Management • General Comth tion • 4301 WLMETTE AVE • Poing Meadows L 50008 • • 847'705.7050 FX 847.705.7705 • 09650 W000 FLOORING SEE REMARKS • ® SEE NOTE ON A -3 UNDER FLOORING CALCULATIONS FOR STIPULATIONS. 09650 VCT/ BASE /TRANS. STRIPS • • VCT PROVIDED AND INSTALLED BY FLOORING SUB - CONTRACTOR 09680 CARPETING • • ADHESIVES FURNISHED BY BROOKSTONE 09900 PAIN • - • STOREFRONT FRAMING ANO CYF. BOARD • • 10440 STOREFRONT SIGNS • • • FURN. AND WDPA AFTER N TO INSTALLATION OF�WO ?FN. AT 13 f.C. BANNER TRACK AT OR ETHIC DISPLAY AREAS • • SEE DET. 3 /A -8 SALES AREA POLICY SIGNS - • • FURN. AND INSTALLED BY BROOK. SIGN CONTR. SEE 6 /A -7 RROOKSTONE "WORLD' SIGNS • • FURN, AND INSTALLED BY BROOK. SIGN CONTR. SEE 6 /A -7 10800 TOILET ACCESSORIES • 11100 DCKETS /HANG OD]SHELVES SUR M STANDAR S (NON -SALE AREAS) FACE • • SEE SHEET A -1 FOR LOCATION {IC ENNETH BUTTS \ A C C_ N ' T E G T A - e A - `J 1 24 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 10520 FIRE PROTECTION SPECIALTIES • • R.C.C. i0 VERIFY ACCEPTAeIUTY d ON OF PROPOSED LOCATIONS FOR E%RNGU19fER5 MITN FWE MAFSHALL PRIOR TO INBTlJ.LAiION 12000 FURNISHINGS • • T.G.C. TO COORDINATE WITH BROOKSTONE REP. LOCKERS / LUNCH TABLE • • T.G.C. TO UNLOAD, OWNER TO POSITION AND ASSEMBLE DESK / PC CART • • T.G.C. TO UNLOAD, OWNER TO POSITION AND ASSEMBLE 15400 PLUMBING SYSTEM • • THIS DRAWING PND /OR SPECIFMATXIN IS PR AS AN INSTRUMENT OF SERJICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THIS W OF THE ARCHITECT i0 UPON DETERMINATION oF INTEALLDRAWNC9 SPECI CATIONS, DESIGNS, MODE AND ARRNJGEMENTS APPE "Z'''',10."=. THE ORIGINAL AND UN & ISHED WORE: �F THE ARC HRECT. USE OR DISCLOSURE OF THE PRWRIETAT' INFORMATION COMNNEO HEREIN WRHODr THE PRIIX1 CONSENT OF THE MCHRECT 5 STRICTLY PkOHIBITEO C 1999 BY HANNA DESIGN GROUP Inc WASHROOM ELEC. WATER HEATER. WPTEP. METER • EXISTING WATER HEATER TO REMAIN WASHROOM FIXTURES • • _ SUB - CONTRACTOR TO PROVIDE NEW FIXTURES IN EXIST. RESTROOI. H.L. WATER COOLER 15000 HVAC SYSTEM SEE "M" SHEETS • • NEW SPOT 5Y5TEM • • REFER SHWROLS BY HVAC SUBCONTRACTOR. RESPONSIBILITIES SCHEDULE CONTROLS • • SUPORT BCON TRACTO T EXPENS TO PRO VIDE INDEPENDENT AIR BALANCE RE H V.A.C. DUCT WORK • • • • �� • CONDENSATE UNE, DRAIN PAN DRAWN Rr: CHECKED EN, R. ac. D.L.T./ K.L.B. 15500 AUT ARC SPRINKLER SYSTEM • • SUB- CONTRACTOR TO SUPPLY SPRINKLER SHOP DRA'MNGS AS RFMIIR FOR PERMITTING DEMO OF EXISITNG UNUSED PIPING • F AA,.Rk DESCRIPTION DATE & CONNE LERD INTTO PREMISES • • • 4 MAIN EXISTING ISSUED FOR ENGINEERING 5/11/99 BRANCH PIPING FROM TRUNK LINE • • _— ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 SPRINKLER H'_" ADS • • ISSUED FOR FINAL LANDLORD REVIEW o/14/99 CLEAN AND TEST • • ISSUED FOR BID/ PERMIT 6/14/99 DRAIN AND F ILL SYSTEM • - • - COORDINATE W1TH LANDLORD REPRESENTAE (BY T G.C.) TAME 16000 ELECTRICAL SYSTEM 5EE "E' SHEETS • • FLOOR BOXES/ COVERPLATES • +� BOX OUTLETS FOR SALES FLOOR FURNISHED BY BROCKSTONE AND INSTALLED BY SUB CONTRACTOR CONOUIT STUBBED INTO SPACE • • - NEW AS RE I"ED. U: • 'ACTOR 0 VET I Y FI AN E TO , ELECT. CONDUIT /HIRING /CONTROLS /OUTLETS • • __ ALL ELECTRICAL ROOM MIMI 1 REGJS , L: � .,elan, ' �7 FT H T CI O K WIU+. PANELS /SWITCHES/EQUIP. • • ® i ., . Q 1999 TXr IRES & LAMPS (BULBS) • •, B / JT � AIn WASHING TM _ O '.4:',G, , ^ Pil3NE WIRING /JACKS • e • ROUGH IN CONDUITS VATH PULL STRINGS BY SUB - CONTRACTOR, PHONE LINES AND JACKS BY PHONE COMPANY 4� ��� I DANIEL TESSAROLO PROJECT COORDINATOR SHEET': x' ' ' ' . 1 STOREFRONT SIGN ELECTRICAL HOOK -UP • • SEN FOR STOREFRONT ENTRANCE • • ALA. S 1690C FIRE ALARM SYSTEM • • COORDINATE WITH LANDLORD CONDUIT AND WIRE • • DEVICES • • _ SMOKE DETECTORS IN AIR DUCTS PER SHEET M -1 FINAL CONNECTIONS • • ALSO SPRINKLER FLOW ALARM A< EXISTING DOOR TO BE REMOVED A L EXISTING FLOORING —� TO BE REMOVED TO CONCRETE SLAB EXISTING TOILET AND SINK TO BE REMOVED REFER TO SHEET A -1 FOR REPLACEMENT TOILET AND SINK o DEMOLITION PLAN 1 1/4" = 1"-0" F EXISTING 000R TO BE REMOVED 6„ AND REPLACED. EXISTING WALL TO REMAIN. EXISTING SINK TO REMAIN. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS SO AS TO FAMILIARIZE HIMSELF WITH THE DEMOLITION AND /OR REMOVAL WORK WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED IN THE CONTRACT DOCUMENTS, THE RENOVATION WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION IN PART OR IN ITS ENTIRETY, AND THE REMOVAL. RELOCATION AND REPOWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT. ET IS THE INTENT THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION, THAT IS - CARPENTRY WORK BY THE CARPENTRY TRADE, MECHANICAL AND ELECTRICAL WORK DONE BY THE MECHANICAL AND ELECTRICAL TRADES RESPECTIVELY, AND SO ON. THEREFORE. EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK ANT MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION AND /OR REMOVAL WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. ALL EXISTING AREAS SCHEDULED TO REMAIN THAT ARE DAMAGED DURING DEMOLITION SHALL BE PATCHED, REPAIRED AND "FINISHED AS REQUIRED TO MATCH ADJACENT CONSTRUCTION AT NO ADDITIONAL CHARGE TO OWNER. REMOVE ALL DEBRIS TO DUMPSTER AREA DESIGNATED BY LANDLORD. GENERAL CONTRACTOR TO PROVIDE DUMPSTER. PROVIDE TEMPORARY BRACING, SHORING AND SUPPORTS AS REQUIRED FOR EXISTING STRUCTURAL SYSTEMS TO PREVENT DAMAGE DURING CONSTRUCTION. 0 • EXISTING ELECTRICAL PANEL, TIMECLOCK: AND PHONE BOARD TO REMAIN EXISTING AjALLS TO BE PARTIALLY EMOLISHED O DEMOLITION PLAN (CONT) 1 1/4" = 1' -0" EXISTING STOCKROOM SHELVES TO BE REMOVED \I A A THE ELECTRICAL CONTRACTOR SHALL REMOVE AND /OR RELOCATE ALL EXISTING ELECTRICAL DEVICES, CONDUIT AND WIRING WORK AS CALLED OUT ON THE DRAWINGS AND AS NECESSARY WHETHER SUCH ITEMS ARE INDICATED ON DRAWINGS OR NOT, IN ORDER TO ACCOMPLISH THE INSTALLATION OF THE SPECIFIED NEW WORK EQUIPMENT, MATERIAL AND DEVICES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR (ONLY IF APPROVED BY THE OWNER) SUCH ITEMS MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED ON THE DRAWINGS. CONDUIT, WIRE AND OUTLET BOXES REMOVED SHALL BE SCRAPPED BY THE ELECTRICAL CONTRACTOR. WHERE WALLS AND CEILING ARE TO BE REMOVED AS SHOWN ON THE DRAWINGS. THE CONDUIT 10 TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT THE ABANDONED CIRCUIT IN THESE WALLS AND CEILINGS MAY BE REMOVED WITH THE WALLS AND CEILINGS BY THE DEMOLITION CONTRACTOR. ALL DEAD END CONDUIT RUNS SHALL BE PLUGGED AT THE REMAINING LINE OUTLET BOXES OR AT THE PANELS DEMOLITION CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR COVERINGS FROM SPACE, REPAIR, PATCH, LEVEL, SMOOTH AND PREPARE EXISTING SLAB AS REQUIRED FOR INSTALLATION OF NEW FLOOR COVERINGS. ,VLL_,.E',_1N2 .'SIR` TOON iN1.I UUDINC (RUT NOT IIMITFD TO) DROPS. BULKHEADS. IIGHTINO TIF I`SEr, „ ._ Fl! SV mac- REMOV a N P F ' Y ' t T^ R. -IN SUB - CONTRACTOR SHALL RELOCATE EXISTING STOREFRONT BARRICADE PER MALL REQUIREMENTS IF NONE IS SPECIFIED CARPENTRY CONTRACTOR TO CONSTRUCT ADDITIONAL BARRICADE OE 1/2” N.C. 2 X 4 STUD FRAME TO 12 -0" A.F.F. INSTALL NYLON REINFORCED PLASTIC DUST BARRIER AT TOP AND SIDES. DEMOLITION NOTES EXISTING CEILING GRID, CEILING TILES & ALL LIGHTING TO BE REMOVED EXISTING DEMISING WALLS TO REMAIN (TYP) E EXISTING FLOORING TO BE REMOVED TO EXISTING CONCRETE FLOOR. 10. ALL FINISHES, MATERIALS, SYSTEMS, ETC. WHICH ARE TO REMAIN MUST BE RESTORED TO A "LIKE -NEW" CONDLT10N. B DEMOLITION NOTES PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, T.C.C. SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCY (FROM CONDITIONS AND DIMENSIONS INDICATED) ON THESE DRAWINGS TO HANNA DESIGN GROUP, In, IMMEDIATELY. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, TENANT'S GENERAL CONTRACTOR (T G.C.) IS TO COORDINATE THE REMOVAL OF ANY AND ALL PLUMBING, ELECTRICAL MECHANICAL AND /OR ARCHITECTURAL ITEMS, INCLUDING WALL PARTITIONS) WITH ALL SUB- CONTRACTORS WHICH MAY BE APPLICABLE TO NEW FLOOR PLAN. WALL MOUNTED ITEMS (STANDARDS, SHELVES, W000 OR METAL TRW, WALLCOVERINGS, PANELING ETC.) SHALL BE REMOVED FROM PARTITIONS AND OR INTERIOR FACE OF DEMISING PARTITIONS AS APPLICABLE TO NEW FLOOR PLAN AS NOTED. 4. EXISTING GYPSUM BOARD PLASTER, WOOD, AND /OR METAL COVERED CEILINGS, SOFFITS, ETC., SHALL BE REMOVED FROM CEILING AREA ANY AND ALL ACOUSTICAL LAY -IN CEILINGS NITH SUSPENSION SYSTEMS SHALL BE REMOVED AS APPLICABLE TO NEW CEILING PLAN AS NOTED ON SHEET #A2. 5. ELECTRICAL FIXTURES, OUTLETS, JUNCTION BOXES, CONDUIT PIPING, PANELS, TRANSFORMERS, ETC. ARE TO BE DISCONNECTED AND /OR REMOVED AS APPLICABLE TO NEW FLOOR PLAN AS NOTED. 6. MECHANICAL MAIN TRUNK DUCTWORK TO REMAIN, MECHANICAL GRILLES, DIFFUSERS. CONTROLS, ETC. TO RE SALVAGED FOR RE -USE IN NEW CEILING LAYOUT AS PER MECHANICAL DRAWINGS. . 7. FLOORING AND BASE (WOOD, CARPET TILE AND ADHESIVES, ETC.) SHALL BE REMOVED (TO FACE OF SLAB AND /OR WALL) THROUGHOUT THE SPACE AS NOTED. EX'., TIT:: FLOOR SHALL BE PREPARED AND LEVELED FOR NEW CARPET AND V.C.T. AS PER MANUFACTURER'S SPECIFICATIONS. A MOISTURE TEST OF THE EXISTING SLAB MUST BE TAKEN TO DETERMINE APPLICATION OF NEW FLOORING MATERIALS. TEST REPORT SHALL BE SUBMITTED TO TENANT. SEE SHT. A -3. 8. EXISTING STOREFRONT SIGNS INCLUDING ALL SUPPORT HARDWARE AND /OR CONTROLS SHALL BE REMOVED. 9. EXISTING STOREFRONT CLOSURES INCLUDING ALL SUPPORT HARDWARE AND OR CONTROLS SHALL BE REMOVED. ALL EXISTING STOREFRONT CONSTRUCTION FROM FLOOR TO STRUCTURE /DECK ABOVE SHALL BE REMOVED. EXISTING STORE FIXTURES TO BE REMOVED 11. REMOVAL OF CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE DEMOLITION SUB- CONTRACTOR. 18. ALL ABANDONDED ITEMS - EQUIPMENT, WIRING. PLUMBING, 12. SUB - CONTRACTOR SHALL PROVIDE REMOVAL AND INSURANCE (IF APPUCABLE) OF COMPLETELY REMOVED FROM SPACE. DEBRIS BOX. 13. CONTRACTOR TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC SAFETY PRACTICES ACCORDING TO STATE AND CITY ORDINANCES AND IN COMPLIANCE WITH INSURANCE RESTRICTIONS AND /OR REGULATIONS. 14. DEMOLISH AND REMOVE FROM THE PREMISES IN A WANNER ACCEPTABLE TO ALL JURISDICTIONAL AGENCIES, THE LANDLORD, AND TO THE APPROVAL OF THE TENANT AND /OR ARCHITECT SO INDICATED CR REQUIRED BY THE WORK OF THE CONTRACT DOCUMENTS, OR AS MAY BE DIRECTED IN THE FIELD BY THE TENANT. ALL FIXTURE PARTS, SHELVES & COUNTERS TO BE DISPOSED OF BY DEMOLITION CONTRACTOR 15. CARE MUST BE TAKEN NOT TO REMOVE OR DAMAGE ANY WORK WHICH MAY AFFECT THE USE OR OPERATION OF ANY OTHER PREMISES OR TENANT. ANY SUCH DAMAGE OR REMOVAL SHALL BE IMMEDIATELY REPAIRED OR REPLACED AT THE SOLE COST OF THE CONTRACTOR. 16. EXISTING FIXTURES, HARDWARE, PART TONS, ETC. SHALL BE REMOVED AS NOTED. 17. GENERAL CONTRACTOR TO VERIFY WORKING HOURS W /MALL MANAGEMENT WHEN HEAVY (I.E.- REMOVAL OF OLD CERAMIC TILE, DRYWALL, ETC.) DEMOLITION IS REOUIRED. SUB - CONTRACTOR SHALL DO ALL WORK REQUIRED TO BE REMOVED TO INSTALL THE NEW WORK INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, A. COMPLETELY DEMOLISH THE INTERIOR OF EXISTING STORE (EXCEPT WHERE NOTED OR INDICATED OTHERWISE). SUCH WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. DEMOLISH AND REMOVE ALL ERECTIONS, ALTERATIONS, IMPROVEMENTS OR ADDITIONS MADE TO THE EXISTING STORE, INCLUDING FURNITURE, LIGHT FIXTURES, CEILINGS, PARTITIONS, ETC. FIRE RATING WHERE REQUIRED ALL DEBRIS SHALL BE REMOVED BY THE CONTRACTOR. CONTRACTOR SHALL MAINTAIN SECURITY TO THIS SPACE AT ALL TIMES METHOD OF SECURITY PER MALL. 2. SUB - CONTRACTOR SHALL REMOVE HVAC DUCTWORK AS REQUIRED 05 CONFORM TO NEW HVAC LAYOUT AND CEILINC HEIGHTS. 3. EXISTING SALES DESK TO BE REMOVED. B. VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE AND REPORT ANY DISCREPANCIES OR PROBLEMS BROOKSTONE AND MALL MANAGEMENT BEFORE PROCEEDING WITH WORK. C REMOVE EXISTING STOREFRONT. D. REMOVE EXISTING ACOUSTIC CEILINGS AND CURTAIN WALLS, EXISTING LIGHTING ALSO TO BE REMOVED INCLUSIVE OF WIRING BACK TO DISTRIBUTION PANEL. E. EXISTING AIR CONDITIONING EQUIPMENT AND DUCTWORK TO BE REMOVED. REFER TO SHEET M -1 FOR RE -USE OF ANY HVAC EQUIPMENT. F. REMOVE EXISTING FLOOR COVERING FLUSH PATCH AS REQUIRED CLEAN AND PREPARE SURFACES FOR NEW FLOOR SECTION AND FUTURE FINISHES AS REQUIRED FOR MANUFACTURERS SPECS. G. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND PAY ALL FEES AS PART OF THE WORK REQUIRED FOR THIS PROJECT. H. ALL REMOVAL WORK DEBRIS SHALL BE REMOVED AT LEAST ONCE PER DAY OR AS REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS. VERIFY METHOD AND LOCATION OF REMOVAL WITH SHOPPIN" CENTER MANAGEMENT. I. SPRINKLER CONTRACTOR TO RELOCATE AND /OR PROVIDE NEW SPRINKLER HEADS AS REQUIRED AND SO AS NOT TO INTERFERE WITH LIGHTING FIXTURES, HVAC, GRILLES, ETC. SEE SHEET E -1. ALL WORK TO CONFORM TO LOCAL AND N.F.P A. CODES CENTER HEADS IN CEILING TILE WHERE POSSIBLE NOTIFY MALL MANAGER BEFORE ANY SHUT OFF. BLOCKING, ETC. NEEDS TO BE 19. NO CHANGE ORDERS OR EXTRAS WILL BE ALLOWED DUE TO THG GENERAL & SUB - CONTRACTOR'S LACK OF A SITE VISIT 84 REMOVE EXISTING DISPLAY WINDOW GLAZING COMPLETE JUN 5 1999 5 R1LTT.1'TSX ARC NEYN L. BUTGX 1 15747€ OF WASHING - T.', 311001 OtOrae SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 KENNETH TH / L � BUTTS AI�`d,/Y - ®'TACT A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 THIS DRAWING AND /OR SPECIFICATION IS PROVIDED AS AN INSTRUMENT OF SERNCE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY, THIS ORAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM UPON DETERMINARON OF INTENT. ALL DRAWINGS, SPECIFICATIONS, DESIGNS, MODELS, ANO ARRANGEMENTS APPEARING HEREIN C T P,1E OA AND OF THE PROPRIETARY INFORMATION T10lLSHEO WORK OF THE ARCHITECT. ANY HEREIN W TgN, USE Cr OISCLOSURF. OF MATION CONTNED AI HREIN WfIM01R THE PRIOR CONSENT OF ME ARf.HREC! 5 STRICTLY PROHIBITED. © 1999 BY HANNA DESIGN GROUP Inc DEMO. FLOOR PLAN DRAWN BY R.B.C. EXISTING NEUTRAL PIER - PROTECT DURING CONSTRUCTION REMOVE EXISTING STOREFRONT ROLLING GRILLE/ SOFFIT REMOVE EXISTING DISPLAY WINDOW GLAZING COMPLETE EXISTING NEUTRAL PIER W/ FIRE CABINET - PROTECT DURING CONSTRUCTION HANNA DESIGN GROUP Inc MARK DESCRIPTION DATE SSUED FOR ENGINEERING 5/11/99 SSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 SSUED FOR FINAL LANDLORD REVIEW 6/14/99 SSUED FOR BID/ PERMIT 0201 DANIEL TE'SSAROLO PROJECT COORDINATOR CHECKED BY: D.L.T./ K.L.B Design • Project Memgement • Geoere! Cantuction • 4301 WLMETIE AVE • Rang Meadows L 00008 • PH 847.705.7050 • EX 847.705.7705 • REC ERMIT . ENTER SHEET: 5/14/99 D -1 LIMITING HEIGHTS — INTERIOR STUD FRAMING DESIGN I WIDTH I SPAGNC i DEFL. I ONE LAYER ITWO LAYERS I ONE RLIAYER 25 GAUGE MIN.) 0 12' -O" 585725 (.0179 1 5/8 16" L/240 9'6'd 10'6 "d 8'3 "d 3 ADD ONE BRACE PER EACH ADDITIONAL 6' -0' OF PARTITION LENGTH. 24" L/240 8'3 "d 8'9 "f 7'3 "d 2125725 2 /2 16 L/240 12'6 "d 136'd 11'0 "d 24° L/240 10'9 "d 11'3 "f 9'9 "d 358ST25 3 5/8" 16 L/240 16'0 °d 16'9 "f 14'6 "d 24" L /240 13'6 "f 13'6 "f 12'9 "d 4005725 4 16" L/240 1 7'3"d 17'3 "f 15'9 "d 24" L/240 14'3 "f 14'3 "f 13'9 "d 600ST25 6 16" L /240 20'0 "f 20'0 "f 200 "f 24 L/240 15'0 "v 15'0 "v 15'0 "v 22 GAUGE (. 270 MIN.) 212ST22 6 I' 24" L/240 130d 11'6 "d 14 J 72 're 120,1 10'6',1 3585T22 3 5/8 16" L/240 173 "d ■B'O "d 1 6'0 "d 24" L/240 15'0 "d 15'9 "d 14'0 "d 400ST22 4" 16" L/240 18'6 "d 19'3 "d 17'3 "d 24" L/240 16'3 "d 16'9 "d 15'0 "d 6005722 6" 16" L/240 25'3"d 26'0 "d 23'9 "d 24' L/240 22'0 "d 22'9 "d 20'9 "d 20 GAUGE (. 312 MIN.) 212ST20 2 1/2" 16 L /240 24" L/240 1310 "d 12'0 "d 16'I d 13'5 "f 13'0'd 11'6 "d 358ST20 3 5/8 16" L/240 17'11 "e 20'2 "d 17'3 "e 24" L/240 15'' "d 17'8 "f 15'0 "d 4005T20 4 16" L/240 19'2 "d 21'7 "d 1B'9 "d 24" L/240 16'10 "d 18'11 "d 16'3 "d 6005720 6' 16" L/240 26'1 "a 28'6 "d 25'6 "d 24" L/240 22'10 "d 24'11 "d 22'3 "d SJ STYLE (.0341 MIN ) 362SJ20 3 5/8" 16 L/240 19'0d 19'9 "d 18'3 "d 24" L/240 16'9 "d 17'3 "d 16'0 "0 400SJ20 4" 16" L/240 20'6 "d 21'3 "d 19'9 "d 24" L/240 18'0 "d 18'6 "d 17'3 "d MI I I [r l 1:1 I I; �:1 ■ . ; L y i [ . 1 811 S PARTITION LENGTH MINIMUM MAXIMUM NUMBER OF BRACES REQUIRED 0' -0" 12' -0" 0 12' -O" 18' -0 1 18 -0" 24 -0" 2 24' -0" 30' -0" 3 ADD ONE BRACE PER EACH ADDITIONAL 6' -0' OF PARTITION LENGTH. PARTITION LENGTH BETWEEN LATERAL SUPPORT PROVIDED BY LATERAL SUPPORT OR INTERSECTING PERPENDICULAR PARTITIONS. PROVIDE LATERAL BRACING AT UNSUPPORTED PARTITION ENDS. PROVIDE LATERAL BRACING FOR ALL PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE. \ \� AURATONE 5/8" X 24" X 48 \ \ FPECODE PANEL AO•. • FLUORESCE LIGHT FIX, FIVE SIDED BOX OF DRYWALL ASSEMBLE AT 6" O.C. RE H SIDE) * AT FLU - C =1T ' IXTURE 7 1 " PEE 1 TYPICAL LIGHT FIXTURE DRYWALL CEILING U . DESIGN # D502/ P230- 140. * AT RECESSED FIXTURE ONE HOUR FIRE RATED PROTECTION DETAILS °C S ( ) SECTION A - -A F DD 88 S ANDa76 HR. fSEE IIEYS 2 AND 3) i RATINGS - 0, 1, 2y } qND 4 HR SEE 1 3 L RATING AT IENi LEA 14 6L10 QT. (SEE tEl ,0) - 9 * THRO UGH — PEN ETRATION FIRESTOP Aa SYSTEM (XHEZ) NO. WL1001 1. TME uS^L IA LS ANp IN TiIE Y EVER D IN� E INDINOVAL Ua00 2�RIES WRLL OR P iOlENTa S N THE UL FRE RE SISTAN CE gR ECTORY AND SHALL INCLUDE TH Fg10wNC CONSTRUCTION FEANRES: I NDS 'ALL FRAMMC kAY CONSIST OF EITHER WWD S TUDS ( uAX. 2 HR. FIRE RATED gSSE MBLIE51 OR STEEL CHANNEL S '"'AL STWS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SFA 16 INCHES O.C. W11H NOM 22 BT 9 M. LUMBER END PULES AND CRO55 BRACES. STEEL STII05 TO BE NIN. }_5/8 IN. pE 8T 1 -J /B^ DEEP CHANNELS SPA WALLBOARD. GYPSUM• -NOM. 1/Z OR 5/ PI. 1NICK, 4 FT WIDE T MATH SQUARE IXt TM FRCD EDGES TH GYPSUM T wALLBOARO TYPE, 1NI IO S. NUMBER OF U S. FASTENER TYPE • Cc 51E (X2IENTPTION SHALL BE AS SPECIVTED IN HE NIDI7 U3(XI OR U40 SERIES DESIGN IN THE U FUF_ RE95TANR DI. RECNA(.1PY. MA %. DIA ". OF OPENING IS IS -1/2 IN P IPE CR PS N H 51N��AM )) . S OR SMALLER T COND , UIT q1�4 gAYA.I�(;�OTRRRE)NSRY3AEtSiV iEEL H ELECIRIC A11 pJ LAROER E 5 H W17 A BE SED L WALLS C U S TEEL 5 TUDS AiMA %E AT MOTH PIPE OR CONDUIT 15 PERNITIEO W LHE FIRESTOP TSi:A1. PIPE OR CONWIT i0 9E INSTALLED N EA R CENTER OF STVO CAVITY WID AND TO BE RIGIDLY SUPPMTED ON 60TH 9D a WALL ASSEMBLY. 3. FILL V OR CAUIJC - r Nth FEL M 7 INSTALLED TO COMPLETELY FI LL ANNU SPACE BE PIPE OR DU AN GYPSUM W AVITY "11'4' - A LLBOARD AND A uIN 1/4 IN DWI BEAD CAULK APPLIED N PERIMETER OF PIPE ...DST AT ITS ECR`cS5 FROM 1!E WALL GNU( IN17 SYYMETRICALLT ON LE TH 4DE5 O WALL g55EM; THE HWf4Y i RATING OF TME FRESTOP SYSTEM 15 DEPENDENT UPON THE HOURL FIRE R ATING OF 1HE W ALL ASSEM@LY IN WHKR i IS INSTALLED, AS SHOWN IN ME FOLLOWVIG TABLE. THE HOURLY i RA TING OF ME fRE SiOP SYS TE M I UPON TFE TYPE (R 9ZE OF THE PIPE OR CONDUIT AFID ME Mg1RLY FC1E R ATING OF ME W ALL ASSEMBLY IN CH IT IS INS AS TABULATED BELOW . MAIL PIPE OR CONDUT aAM, RJ. fi 2 NOTE: DETAILS MARKED WITH '' TO BE USED ONLY WHERE SE ITEMS IN BID PRICE ONLY AFTER V REQUIRED BY LOCAL CODE G.C. E INCLUDE THE ERIFYING LOCAL CODE. ANNULA SPACE RATING 'N /. NR. ) TO /2 1 O 3 /1D T ) 0 1 S OR HANGER WIRE `IXTURE HEIGHT PLUS IT ( END OPPOSITE ENDS) ) T HAnNc R. 0+. OR 3 CR 0 J R DNLY TYPE CP -25 DB+ CAULK IS USED. • eEARiNG THE TT %SUL CTA CU NINE k MF s COS. CR -25 We. CP -25 888.1801E: L RATINGS APPLY ONLY YMEN TYPE CP -25a CAUUC 15 USED.) ICATON MA NINE. NOTE: T ANY ATACHMENT TO LANDLORDS STRUCTURE ABOVE MUST BE BY SECURING THREADED ROD BETWEEN SLOT IN BOTTOM CHORD OF BAR JOIST AS NDICATED IN DETAIL 6 01V ERN BY WELDING INDICATED DIAGONAL ANGLE IRON 6ETWEEN IN DETAIL 5/ WHEN ATTACHMENT D ACHMHM ENT T OF A R A ROD D IS IS AT A POINT GREATER THAN 6' FROM A PANEL POINT. NO OTHER METHOD OF ATTACHMENT SHALL PERMITTED NPRIOR WRITTEN APPROVAL OF LANDLORD D TENANT COORDINATOR. 11 5 JOIST REINFORCEMENT A° DETAIL no scale SECURE 2 "x 2 "x 3 16" STEEL PLATE EACH SIDE OF BO OM CHORD OF BAR JOIST WITH LOGY. NUTS AS SHOWTJ BOTTOM CHORD OF BAR JOIST BOTTOM PLATE MP.Y BE REP! ACED `88TH ANGLE IRON OR METAL ANGLE FOR ATTACHMENT AS IN COMPRESSION STRUT DETAI! - 7 /AO 3/8" DIA. THREADED STEEL ROD SECURE 1 1 /7x 1 I 2" BLACK ANGLE IRON WITH LOCK NU S AS SHONM 6 JOIST ATTACHMENT Ao DETAIL no scale BOTTOM CHORD OF JOIST (MALL CONSTRUCTION) MAIN RUNNER [- FASTEN POST TO MAIN RUNNER WITH (I) 1 /4" DIA MACHINE BOLT. * AT COMPRESSION STRUT SUSPENDED CEILING SYSTEM MANUFACTURED BY 'USG INTERIURS. ICBO a 1994 (REFER TO SPECIFICATION SHEET ) POSITIVE CONNECTION OF THE COMPRESSION POST T^ THE 3 x 3 i MET AGLE WIM (2) 3' 58 PO DRIVEN FAL ASTNENERS 8018. , SEE DETAIL 6 /A0 FOR ANGLE TO JOIST C ONNECTION 9 GA. SUPPORT WIRE 20 HOS 358 METAL STUD COMPRESSION POST O.C. EITHER DIRECP,ON AND 6' -0 OFF OF EACH OF.MISING WALL IN_ } 9 GA. `MRE 4/8" TYR — ACOUSncAL "ALL CEILING AND DRYW CEILING * AT DRYWALL / LAY -IN CEILING 7 SEISMIC BRACING DETAILS .AO no scale SECURE To DEMISING ROCH WOOL PING USED TO FILL AN CAVITY BETWEEN ROOF DECK AND METAL STUD TRACK —� DR WALL ON THIS SIDE BY 2 ENT FLOOR B FIRE CORRIDOR SEC AO 1 " =1 - 0 " c DEMISING 6" LIGHT STEEL JOIST N1TH �4" CORRUGATED r — METAL L1ECK ON TOP AND 5 6' TYPE 'X' DRYWALL ON UNDERSIDE AT 7' -6" A.F.F. 1" X 4" WOOD CAP ATTACHED OD END BLOCKING AO WALL SECTION 1' =1 -0" S UPPORT TOP OF WALL WITH BRACING ATTACHED TO ROOF and'? PENETRATE ROOF DECK BOTTOM OF ROOF DECK ZI RUNNER ATTACHED TO R IWTH ' /4° DIA. "HILn" - PIN FASTENERS AT 12° O 82388. AO WALL TYPES N9TE_ IN EVEN .L. REWIRE R OP NMGS IN DEM ISING WALL FO SMOKE EVACUATION T P,EN AIR FLOW, INSTALL ATE MESH ON STORE SIDE -- OPENING PER L.L. REQUIREMENTS ASSEMBLY # UL U -465' 1 - HOUR RATED NON - BEARING ' store side EXISTING 6° METAL STUD (25 GA.) AT 24" ON CE NTER BY THE B.O. LL (VERIFY IN FIELD) I.C. /1715: 5/8" TYPE 'X' GYP. BD. TO DECK BY SUBCONTRACTOR (V.I.F.) BRACE TOP OF WALL W/ 3 5/8" 20 GAUGE METAL STUD KICKERS $;8 a" O.0 STAGGERED � / q12 TEK ICBO 83056 5/8" TYPE 'X' DRYWALL OR LAY -IN CEILING 5/8" TYPE '% DRYWALL 3 5/8 AT " 25 GAUGE METAL STUDS 24` OC. K.BO # 1715P ONLY SHOT PINS iTI FASTENERS NERS W/ 4' HILTI FTE eD 1/ gz38a i .j FINISHED FLOOR FLOORMAX 111 MANUFACTURER'S NOTES FLOORMAX fl REQUIREMENTS: o LOCALE NE PALS (1B INSIDE THE FACILITY AND (b ") AWAY FROM EXIT DOORS o TO PRJMOE (5'1 OF COVERAGE yy11Q)H PER PANEL, SPACE PANLL 0 MORE THNI 16) APART. a THE PANELS MUST BE BETWEEN (1.2 LO (2 °) BELOW THE SURFACE OF 1NE Fl SHED FLOOR. o MOUNT THE CAP ROARD/DIFF J.MP ENCLOSURE AS UM CLOSE i0 THE POWER TACK A$ POSSIBLE. MAXIM CONWIT RUN QM THE POWER PACK TO THE ENCLOSURE IS 6 ). o FOR CONDUIT RUNS, USE 3/4-INCH EMT OR RIGID COI (NO ALMINU UM OR PASTI '88TH THE MAXI M RUN T NOT i0 EXCEE D (35'). C) a USE SEPARATE s RUNS PoR EACH .WIENNA. CONDUIT RUN MUST BE A MINNAUM OF (Y) FROM THE ANTENNAS. o ALL CONT DTRNGS MUST BE RNN /CONCRETE TIGHT. 4- I EYT FlRYJG IS $RAINED WITH THE ' ANY IL A RIGID 3/4-IN D WRAP ITH RAIN/CONCRETE WENT M FITTING MAY BE P THREADS W FOUR BANS OF TEFLON TAP WRA TAPE. o HIGH STRENGTH, NON- META)UC, NON - SHRINK MORTAR /CONCRETE IS REQUIRED. FX -22B MORTAR MIX AND FX -752 BONDING ACFNT BY FOX INDUSTRIES ARE RECOMMENDED. SUBSTITUTE MATERIALS MUST BE APPROVED BY SENSORMATIC BEFORE USE. o NO METAL SUCH AS REBAR OR WIRE MESH SHOULD BE LOCATED UNDER OR ADJACENT TO THE ANTENNA. IF METAL IS REWIRED, IT MUST BE SPACED GREATER THAN (8"1 FROM THE SOTTO" AND (1P'1 aJ Ali 0 DIRECTIONS FRgA THE ANTENNA. (1) ONE SIDE (2) TWO SIDE NOTE ATTACH DWALL lit STUD RAMING WITH 134" DRYWALL SCREW$ AT 8" O.C. (MIN.) AT RY ALL STUDS, BEGINNI AT TOP AND 1 BOTTOM AND ALL SIDES. NOTE: ATTACHMENT OF FRAMING SUPPORTS & CEILING SUSPENSION SYSTEM SHALL BE TO STRUCTURAL FRAMING ABOVE 0800, ATTACHMENT TO DECK ABOVE IS NOT PERMITTED. i Coo( ceJr�RA��R JLJ (r"_EEP �Jc e BLS 10 ENTRY PLAN DETAIL () N.T.S. NOTE: (2) 24" x 24" ACCESS PANELS WILL BE REQUIRED FOR SENSORMATIC ACCESS, T.G.C. TO CONFIRM LOCATION OF PANELS IN FIELD fik INSTRI,',^TIONS: THE FLOOR OF THE CAVITY MUST BE LEVEL WITH NO RAISED OR UNEVEN AREAS (MINIMUM DEPTH OF 5/8" & A MAXIMUM DEPTH OF 3/4 "). A 1/2" CONDUIT INTERCONNECT BETWEEN THE CAVITY AND THE POWER UNIT (BY OTHERS) ABOVE CEILING (35' -0" MAX LENGTH) IS REQUIRED. THE CONDUIT MAY ENTER FROM EITHER THE RIGHT OR LEFT SIDE OF THE CAVITY - SEE "ELECTRIC PLAN" (DO NOT INSTALL AN ELECTRICAL "BOX" AT EITHER END), N.T.S. 1/2" EMPTY CONDUIT UP TO ABOVE CEILING (35-0" MAX. LENGTH) 1 PLYW000 SUBFLOOR 8000 FLOURING twce aver (S¢ 1:.44 Aeoc) N07E: SUB- CONTRACTOR MUST CUT OUT EXISTING SLAB AS NECESSARY TO INSTALL CONDUIT (MAX. OF 1" DEPTH OF CAVITY) G.C. NOTE: ALL CONDUIT CONNECTIONS COVER PLATES IN TRENCH, TO RECEIVE SILICONE SEALANT FOR MOISTURE PROTECTION - SEALANT PROVIDED AND APPLIED BY "SENSOR - MATIC" `NSTALLER PRIOR TO FILLING & LEVELING BY G.C. DETAIL OF FLOOR CAVITY EQUIP. SENSOR -MATIC ANTENNA /GRID & JUNCTION BOX - PROVIDED BY OWNER, INSTALLED BY SUB - CONTRACTOR. SUB - CONTRACTOR TO PROVIDE OPENING IN SLAB. 12 SECTION @ FLOOR CAVITY 1 A9 NIGH DENSITY MOPTAR I MINIMUM STRENGTH 3000 PSI THESE DRAWINGS COVER EQUIPMENT PLACEMENT AND INSTALLATION INSTRUCTIONS ONLY - REFER TO ELECTRICAL PLANS FOR POWER /WIRING REOUIREMENTS EXISTING STRUCTURAL CONCRETE �— FLOOR 3485 JUN 1 5 1999 REGISTEFED ARCOOT'1 T VA KENNETH L. = T TAYPs $%• w^r. +.N�TQtr_. MARY ]B3 SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 DRAWN BY R.B.C. MISC. DETAILS HANNA DESIGN GROUP Inc KENNETH L BUTTS AIRCI BHTECT" ALA. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 THIS DRAWING AND /OR 586011CATION IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE AR ECT AND 5 IN/ENDEO FOR USE ON HI PROJECT ONLY. HIS HIM UPON THE PROPERTI' OF THE DRAWINGS, AND S SHILL IBE RUR TO HIM UPON DEIERMINAnON OF INTENT. ALL pMWINGS, SPECIFlGTIONS, ET DESIGNS, MODELS, AND MRANGEMEMS APPEARING HEREIN CONSTRUTES THE ORIGINAL AND UNPUBLISHED WORN OF THE ARCNRECi. ANY REPRODUCTION, USE OR DISCLOSURE OF THE PROPRIETARY INFORWTTION Ty '' , O HEREIN ""'""r THE PRIOR CONSENT OF THE ARCHITECT R STpICiIY PROHIBITED. © 1944 BY HANNA CES10,1 GROUP 1.-4. CHECKED BY D.L.T./ K.L.B. DESCRIPTION DATE ISSUED FOR ENGINEERING 5/11/99 ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 ISSUED FOR FINAL LANDLORD REVIEW ISSUED FOR BID/ PERMIT 6/14/99 DANIEL TESSAROLO PROJECT COORDINATOR PERM Cog • Piplect Manap8111eft • General CDm1FDDlion • 4301 WLMETTE AVE • Roiv Meadows L 60008 • PH 847.705.7050 • FX B47.705.7705 • 6/14/99 NBA 899 NO LOCATION SIZE TYPE HARDWARE D00R FRAME JAMB DETAIL SILL DETAIL FIRE RATING REMARKS GROUP MATh. FINISH MAIL. FINISH t. STOREFRONT 19' -2 3 /4 "Wx1O' -8 5/8"F C B //,,��,, 1 [4\ � \ 3 D ALUM S.C.W. MILL PL -1 ALUM. H.M. MILL p -1 --- --- --- --- 20 MIN RDIL DOWN GRILLE, MOTORZED, UID BLACX ANODIZED BOTTOM BAR AND GRILLE GES PLASTIT1:C f LAMINATE TO MATCH P - 1 ON BOTH SIDES RY 2. STOCK ROOM 3 -6" x 6' -8 x 1 3/4' 3. RESTROOM 3' -0" x 6' -8" x 1 3 /ti A 2 H.C.W. p -1 WO P_1 --_ --- 20 MIN. ICC. TO PROMCE LI ISE% HANDICAP SIGN EXIT 3' -6" x 6' -8 x 1 3/4 A 5 S.C.M. S RE MMkS H.M_ S REMEE ARKS --- ' -- 60 MIN. CORRIDOR REQUIREMENTS & BEST LOCK INSIDE ONLY - DOOR SHAH BE PNNIED PER LANDLORD SPECS.'/ ST SPEDFIm BY CEN1ER MANAGEMENT 5. CORRIDOR 3' -6 x 6' -8" x 1 3/4 B 3 S.C.W. P -1 H.M. P -1 --- --- 20 MIN. PAINT P - 1 ON BOTH SIDES BY T. G.0 J ■ PLUMBING FIXTURE SCHEDULE FIXTURE SPECIFICATIONS MARK DESCRIPTION MANUFACTURER AND MODEL NUMBER FITTING ACCESSORIES/ REMARKS HWC HANDICAPPED WATER CLOSET (FLUSH TANK) 'AMERICAN STMIDARD" /2216.143 "CADET II' WATER SAVER FLUSH TANK f.5 GPF 18" H GH ONGED BOWL, #3107.011, $PLR OPEN FRONT SEAT 'C HURC # 5] }0.06] IAy LAVATORY WALL HUNG 0.5 GPM FLOW "AMERICAN STANDARD' #0124.924 'COMRADE" 4 CENTER GOOSENECK _FAUCET 4" WRIST BLADE HANDLES DRAIN ASSEMBLY #7723#18 CHRO OIH RAP NOTE: 1. PLUMBING CONTRA TOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PUJMBING PUNS, 2. PLUMBING CONTRA TOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. 3. ITEMS SHOWN WEE SELECTED FROM MANUFACTURER'S INDICATED. EQUAL PRODUCTS FROM OTHER MAY BE SUBTRUTED, IF APPROVED BY ARCHITECT. ROLL TOWEL DISPENSER (BASIC WHITE PUSNC) TO BE SUPPLIED BY G.C. TOILET PAPER DISPENSER, SOAP DISPENSER & MIRROR TO BE SUPPLIED & INSTALLED BY G.C. A< O EW PARTITION 0 O FLOOR PLAN 1/4 .. 1. 0" MAINTAIN 2 HR. RATING AT CORRIDOR WALLS. FINISH CORRIDOR WALLS TO MATCH EXISTING. .� T.G.C. TO PROVIDE & INSTALL 1' -0" DEEP PLASTIC LAMINATE PERIMETER S PLASTIC LAMINATE TO MATCH HEIGHT OF SHELF IS FLUSH W/ TOP OF DOOR FRAME NEW TOILET & SINK TO REPLACE REMOVED. RE- CONNECT TO SUPPLY, WASTE, VENT LINES TO COMPLY WITH APPLICABLE CODES. EXISTING PARTITION - SIZE OF MTh. STUDS VARIES `! T.G.C. TO PROVIDE AND INSTALL (3) 12" X 60" WOOD SHELVES OVER DESK W/ (3) CAPITOL 2000 A_7) C -LINE STANDARDS 48 LONG MOUNTED 0 48" A.F.F. AND (9) CAPITOL #2052 -12" C -LINE BRACKETS 24' -0" -11 3/4" ( -0 1/4" OFMRP LAN O ONT 1/4 - 1 -0 " C PARTITION TYPES � \I 9 7 ~5/8" TYPE 'k" GYP. BD. TO EXTEND 6" ABOVE CEILING UNLESS OTHERWISE NOTED 3 5/8" METAL STUD ;; ;;: L ' 5 /e TYPE 'X" GYP. BD. TO EXTEND 6" ABOVE METAL STUD STUD VARIES. 3 5 8 D Vair EXISTING ELECTRICAL PANEL TIMECLOCK & PHONE BOARD U.L. # U -465 EXISTING DEMISING PARTITION W/ NEW/ <> EXISTING FURRED OUT PARTITION EXISTING DEMISING P/ MY LANDLORD W/, . GYPSUM WALL BOARD TO DECK BY SUB - CONTRACTOR U.L # U -465 SUBCONTRACTOR TO V.I.F. Ail A- DIRECTION OF 8, 18 GA. STRUCTURAL JOISTS © 24 "0.C. W/ 3/4" CORRUGATED METAL DRYW9ON OOPUNDER58IDETM ®E X 8 -0 A.F.F. TO SUPPORT EXISTING DEMISING PARTITION, VERIFY CONDITION OF EXISTING SURFACE AND REPAIR/REPLACE AS NECESSARY TO MAINTAIN EXISTING EIRE RATING. (TENANT SIDE ONLY) METAL STUD FRAMING 5/8" TYPE DC GYPSUM BOARD TO EXTEND 6" ABOVE CEILING UNLESS OTHERMSE NOTED I ._ EXISENG DEMISING PARTITION LERIFY CONDITION OF EXISTING SURFACE AND REPAIR/REPLACE AS NECESSARY TO PROVIDE SUITABLE SUBSTRATE FOR FINISHES FIRE PA: NG AS PECN,DEP . E T• _.I (TENANT Cc ONLY) J 0 A _- 2' -11 1/2" >A 1 84' -6" D ` e IMF \\ / \ __ _ _ _ -- 102' -0 w 90' -6" / MAIN ENTRY CORES, CYLINDERS, AND CONTROL KEYS PROVIDED 8Y GRILLE MANUF, INSTALLED B7 TG.C. AND TO REMAIN THROUGHOUT CONSTRUCTION AND AT STORE TURNO,R. GROUP #1 TYPICAL MAIN ENTRY: EACH DOOR TO HAVE 1 MORTISE THUMB TURN BEST LOCK 7 PIN 3 MORTISE CYLINDERS BEST LOCK 7 PIN WITH CONSTRUCTION CORES AND CONTROL KEYS GROUP #2 T0PICAi T011 FT ROOM: EACH DOOR TO HAVE 1.5 PAIR BUTT HINGES HAGER 4 1/2" #681279 US26D 1 EACH LOCK BEST 93KOL15CSTK626 1 EACH CYLINDER N/A 1 EACH CLOSER N/A 1 EACH KICK PLATE 8 x34" SATIN CHROME FINISH 1 EACH DOOR STOP IVES #406 SATIN CHROMIUM 626 1 EACH VIEWER N/A GROUP #3 TYPI(:AI STOCK ROW, EACH DOOR TO HAVE 1.5 PAIR BUTT HINGES HAGER 4 1/2" #881279 US26D I EACH LOCK BEST 93KOL15C TK626 EACH CYLINDER N/A ( 1 EACH CLOSER 1_4 4014FL SMOOTHES SERIES T EACH KICK PLATE 8 x34" SATIN CHROME FINISH EACH DOOR STOP IVES #436 /435 SA N CHROMIUM 626 1 EACH LATCH SCHLAGE pX11 -116 1 EACH STRIKE SCHLAGE #10 -025 1 E•CH VER HART WAR SC LAG PPPA SAG HEAVY DASHED LINE INDICATES SLATWALL. TYPICAL THROUGHOUT, SEE INTERIOR ELEVATIONS ON A -4 AND DETAIL 1/A -7 24' -0" GENERAL DOOR NOTES: 1. ALL EXPOSED METAL HARDWARE IS 5. LOCKS TO BE SUPPLIED WITH TEIAPORARY TO BE 626 -US26D SATIN CHROME CONSTRUCTION CORES AND KEYS, FINISH PROVIDED BY T.G.C. AND GRILLE 2. PAINT ALL TRIM AND DOORS IN SEMI -GLOSS MANUF.. T.G.C. TO RETURN FINISH UNLESS OTHERWISE NOTED THESE KEYS INCLUDING CONTROL KEYS TO OWNERS STORE MANAGER AT TURN - 3. ALL DOORS. DOOR HINGES, AND OVER OF STORE TO BROOKSTONE FINISHED HARDWARE SHALL BE MANAGEMENT. COMMERCIAL QUALITY, FURNISHED 6. T.G.C. TO PROVIDE LANDLORD AND INSTALLED BY T.G.C. APPROVED STANDARD STOCK /EXIT 4. SILENCERS ARE REQUIRED ON ALL DOOR - COORDINATE IDENTIFICATION DOOR FRAMES WITH LANDLORD. 0 -3 1/2" LEASE LINE TO LEASE LINE - INCLUDES 2 DOOR & FRAME SCHEDULE 13.PAINTING CONTRACTOR TO FILL AND TOUCH UP ALL NAIL HOLES IN WOOD TRIM. I4ALL PAINTED SURFACES TO RECEIVE THREE COATS (1) COAT OF PRIMER AND (2) FINISH COATS. NOTE: PAINTED SURFACE TO BE SMOOTH ROLLED OR BRUSHED WITH NO SKIPS, LAPS, 0R STREAKS. SEE COLOR SCHEDULE FOR MANUFACTURER'S DESIGNATIONS. DOOR TY GENERAL CONSTRUCTION NOTES . DIMENSIONS INDICATED ON THIS SHEET RELATED WORK. OTHERWISE THE WALL COVERING DI A FIRST CLASS ARE FROM FACE OF GYPSUM BOARD CORRECTION OF SUCH ITEMS WILL BE MANNER. T.G.O. TO CONTACT ARCHITECT/ TO FACE OF GYPSUM BOARD UNLESS THE RESPONSIBILITY OF THE CONTRACTOR. OWNER IF ANY WALLS ARE NOT OTHERMSE NOTED. b. ANY DIMENSIONS NOTED "HOLD" OR ACCEPTABLE TO RECEIVE FINISHES 2. SUB - CONTRACTOR TO PROVIDE FIRE 'MINIMUM" THAT CANNOT BE ACHIEVED SPECIFIED. POOR INSTALLATION RETARDANT BLOCKING IN PARTITIONS AT SHALL BE BROUi,:.T TO THE ATTENTION OVER UNSUITABLE SURFACE IS ALL TOILET ROOM ACCESSORIES/ GRAB OF THE ARCHITECT /OWNER BEFORE CONTRACTOR'S RESPON981LITY. BARS LAVATORY LOCATIONS/ COAT PROCEEDING MTH THE WORK. 11. ALL SURFACES TO BE PRIMED PER SHED/ AND SURFACE MOUNTED MANUFACTURER'S RECOMMENDATIONS STANDARDS. 7. CONTRACTOR TO VISIT SITE TO SUITABLE AND COMPATIBLE 'MTH DETERMINE EXTENT OF DEMOLITION 3. T.G.C. TO NOTIFY ARCHITECT SURFACE AND FlNISH SPEGFlED. IMMEDIATELY AS TO THE LOCATION OF ANY REQUIRED TO PROCEED WITH INSTALLATION EXISTNG MALL EXPANSION JOINT LOCATED OF THIS PRO.ECT AS NOTED. 12.ALL MATERIAL AND WORKMANSHIP SHALL IN DEMISING WALL, FLOOR, OR 8. ALL MATERIAL AND PRODUCTS SPECIFIED PRODUCE A FIRST CLASS INSTALLATION OF UNIFORM ALIT`' WITHOUT LAPS CEILING CONSTRUCTION. SHALL BE NEW AND ARE TO BE W AND STREAKS. 4. VERIFY ALL DIMENSIONS AS THEY APPLY INSTALLED IN ACCORDANCE MTH MANUFACTURER'S SPECIFICATIONS. TO EXISTING CONDITIONS MTH PARTICULAR T.G.C. IS TO CONSTRUCT PROJECT EMPHASIS ON DIMENSIONS MARKED IN ACCORDANCE WTH THE DOCUMENTS. VERIFY' OR - FIELD VERIFY. T.G.C. ANY DEVIATION FROM THE INTENT OF TO NOTIFY ARCHITECT IMMEDIATELY OF AND DISCREPANCIES BETWEEN THE DOCUMENTS ARCHITECT/ THE DRAWINGS AND EXISTING CONDITIONS. CONTRACTOR'S APPRROVAL OC. I S A AT 185 C 5. ANY DISCREPANCIES, ERRORS, OR CONTRACTOR'S OMJ RISK OMISSIONS DISCOVERED IN THE 9.01216WALL AREAS BEHIND SLATWALL CONTRACT DOCUMENTS BY THE AND ABOVE FINISH CEILING MAY BE CONTRACTOR SHALL BE BROUGHT TO FIRETAPED ONLY IF ACCEPTED BY CODE. THE ATTENTION OF THE ARCHITECT/ 100.0.0. TO CONFIRM SUITABIUTY OF OWNER BEFORE PROCEEDING WITH 810 WALLS TO RECEIVE PAINT AND /OR SAL - LINE OF SOFFIT ABOVE AREA BOTTOM © 10' -b" A.F.F. 1 EACH CLOSER 1 EACH KICK PLATE 1 EACH DOOR S70P ' EACH L 1 EACH CYLINDER 1 EACH C VAR OUS LOCATIONS STOCKROOM /SALES AREA TYPICAI OFFICE: EACH DOOR TO HAVE UTT HINGES HAGER 4 PLATE B x34" EA CH DOOR STOP S # 40 1 EACH VIEWER N A SAN NOTES: 1 ALL LOCKS TO BE KEYED AS DIRECTED BY OWNER AND /OR ARCHITECT PROVIDE 6 MASTER KEYS. NO SUBSTITUTION PERMITTED ON ANY ITEMS WITHOUT APPROVAL BY BROOKSTONE. 2. ABSOLUTEL NO SUB FOR BEST LOCK 7 PIN CONSTRUCTION CORES AT S TOREFRO N T EXIT AND SLIDING GRILLE. 15.STORE TO BE PROFESSIONALLY CLEATED BY T.G.C. AFTER FIXTURE INSTALLATION IS COMPLETE PRIOR TO TURNING STORE OVER TO MANAGEMENT TEAM. ANY ADDITIONAL CLEAN UP REWIRED DUE TO WORK COMPLETED AFTER TURNOVER SHALL BE AT THE EXPENSE OF T.G.C. 16.WORK ON THESE PLAT'S MUST COMPLY WITH PUBLIC LAW 101 -336 AMERICANS 6:115 DISADIUTIES ACT OF 1990 AND MEET ALL OF THE REQUIREMENTS SET FORTH IN THE FEDERAL REGISTER PART III DEPARTMENT OF JUSTICE ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES AND ALL LOCAL AND STATE CODES. 17. T.G.C. TO PROMDE AND COORDINATE FIRE EXTINOJISHER LOCATIONS WITH FIRE MARSHALL. 18.FRAMING/DRYWALL SUB CONTRACTOR TO VERIFY EXISTING & NEW WALL PENETRATIONS THRU RATED WALL & TO COMPLY WITH ALL STATE AND LOCAL CODES. 19.WALL SEPARATING STOCKROOM AND SALES AREA MUST BE FULL HEGHT GYP. BD. ON STOCKROOM SIDE AND 6" ABOVE CEIUNG ON SALES AREA SIDE. 1279 US26D A15C TK626 0 FINISH • M 6 DOOR HARDWARE SCHEDULE GROUP #5 TYPICAL STOCK ROOM / EXIT COORIDOR• EACH DOOR TO HAVE 1 EACH 'EST 8 "11,/_26-49E11279 Ila 0NSRUCTION - WITH SPACER RING I (INSID��ECCpp.. Of pPRTp7pEppMIN�Sgg�EE7S PROPi RT E B ROO ha T t iIAIIN LCN p SMOOTHES SERIES IV x34" CH FlN IVES #436/435 SATIN S CHROMIUM 626 STOREFRONT ENTRANCE GRILLES CHANGES /SITE VERIFICATION GENERAL CONTRACTOR PRIOR TO 610066 NEGOTIATING THE PRQ50 2. NO CHANGE ORDERS MU_ BE IS3UED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED WITHOUT SPECIFIC WRITTEN AUTHORIZATION FROM THE ARCHITECT AND BROOKSTONE. 3. T.G.C. TO VERIFY LEASED SPACE DIMENSIG`.. AND EXISTING BUILDING ELEMENTS FOR COMPI I MTH DRAWINGS BEFORE COMMENCING CONSTRUCTION. ANY DISCREPANCIES STALL IMMEDIATELY BRO CHT T BE U C THE ATTENTION OF THE ARCHITECT FOR RESOLUTION. 4. T.G.C. SHALL VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SOLE 611_TY FOR VERIFICATION OF CLEAR EAR HEIGHTS AND FLOOR DEPRESSIONS WITHIN THE BASE BUILDING. 5. T.G.C. TO VERIFY EXISTENCE OF NEUTRAL PIER. T.G.C. TO INSTALL PER LANDLORD'S REQUIREMENTS IF NOT EXISTING. LINE OF SOFFIT ® 11'- 0"A.F.F, OVER (5) GRAPHIC DISPLAY AREAS l 2 . 15 -7" Av7r - CJB/ 0 NOTF: 1 SEE SHEET A -4, F -1 FOR EXACT LOCATIONS OF GRAPHIC AND NON- GRAPHIC DISPLAY AREAS 2. SEE SHEET A -1 FOR DESCRIPTIONS OF PARTITION TYPES O LEGEND: WALL SEE FLOOR PLAN AND DETAILS FOR METAL STUD SIZES OTHER THAN THOSE INDICATED IN PARTITION TYPES. ALL METAL STUDS 25 GA. FOR NON LOAD BEARING PARTITIONS UNLESS REQUIRED TO BE A HEAVIER GAUGE DUE TO PARTITION HEIGHT OR LOADING CONDITIONS. SEE USG STEEL- FRAMED DRYWALL SYSTEMS "LIMITING HEIGHT - STEEL SIOD ASSEMBLIES CHART." _ - INDICATES EXISTING DEMISING WALL, - SUB CONTRACTOR TO ENSURE (I) HR. FIRE RATING. U.L.#U -465. IJ.N.O. INDICATES NEW WALL EXTEND 6" ABOVE ACT CLG (WHEN ACT CLG IS ADJACENT) WTH FIRESTOPPING AT ACT. PARTITION TO EXTEND TO TOP OF GYP WHEN GYP CEILING IS ADJACENT OR AS NOTED. �___�_ - INDICA7E5 NEW WALL EXTEND ?O DECK ABOVE U. L.#U -465 �� - INDICATES SLATWALL FINISH SEE WALL SYSTEM DETAILS JOB SPECIFIC NOTES NOTES NOTE: 1. NO CHANGE ORDERS W111 65 THE LANDLORD'S TECHNICAL AND DESIGN ISSUED FOR CHANCES 1500650 IN THE WORK MANUALS ARE PART OF THE CONSTRUCTION DOCUMENTS. T.G.C. iS RESPONSIBLE FOR OBTAINING THESE MANUALS. T.G.C. IS TO UNDERSTAND ALL REQUIREMENTS IMPOSED BY THE LANDLORD. 1'- 6'21 -C 34 S REGISTERED ARCM ET 4 v "WTJ HL ((��// • BST ATE OP WAShUNGTOft _> TEE ENLARGED STOREFRONT PLAN 3" NEUTRAL FRAMING BY FRAMING CONTRACTOR BUILT- -UP STUD COLUMN EACH COLUMN CONSISTS OF (2) 3 5/8" 20 GA. METAL STUDS ® EACH BOX BEAM LOCATION (TYP OF 4 LOCATIONS) \ BUILT -UP BOX BEAM HEADER 8 _STOREFRONT (2) TOTAL. EACH HEADER CONSISTS OF DBL. 800<C16 METAL JOIST W/ 350MT20 METAL TRACK TOP & BOTTOM W/ #6 SCREWS ® 12" 0 C. \ CENTERLINE OF MOTORIZED ROLLING GRILLE MARK LEASE LINE SIGN RACEWAY ABOVE 3" NEUTRAL FRAMING BY FRAMING CONTRACTOR 3zooknorata SOUTHCENTER MALL LEASE SPACE E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 HA■NA DESIGN GROUP he KENNETH L BUTTS ARCHITECT A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 1115 DRAWNIG MD / 0R SPECIFICATION I5 PROND1 A5 M I NSTRUM6NT OF 5ERVKE BY THE MCNITECT MD IS INTENDED FOR USE ON TH15 PRQIECi ONLY. THIS USE OR DRAWING REMNNS THE PROPERLY OF THE MCNTECT AND SHAL BE RETURNED TO ARRANGEMENTS HIM UPON DEIRN OF INTENT. ALL DRAWINGS, ITUTES CATON DESIGNS, MODELS, AND W K OF THE APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT. ANY REPRODUCTION, DISCLOSURE OE THE PROPRIETARf INFIX2AUTKIN COMNNED HEREIN OUTMODE THE PRIOR CONSENT OF DHE MCH(TECi IS SLRICTLY PROHIBITED. © 1 599 BY HANNA DESIGN GROUP Inc FLOOR /DIMENSION PLAN, DOOR & HARDWARE SCHEDULE DRAWN BY R.B.C. DESCRIPTION DATE ISSUED FOR ENGINEERING 5/11/99 ISSUED FOR PPELIM. LANDLORD REVIEW 5/12/99 ISSUED FOR FINAL LANDLORD REVIEW 6/14/99 ISSUED FOR BID/ PERMIT LANDLORD CORRECTIONS CITY CORRECTIONS D 1 V 00 I arr. Hr. CHECKED BY D.L.T. / K.L.B RECEIVED CITY OF TUKWIJA DANIEL TESSAROLO PROJECT COORDINATOR PERMIT CENTER Del • Prolix! McTe9 d • OccemI COIIIa1ClIDD • 4301 WLSETEE AVE • Roby Meadows L 80008 • P6 847.70&7060 • FX 847.7057708 • SHEET: 6/14/99 07/01/99 07/21/99 A -1 A< A< 111111 Ir.111Mr11111111111111 MEI 111111111111MEMMIIIINSIMEM=11111111M•1111111MIRIIIIMIII11119311111111111111M1 MINIE=ELWIN IMMEIMMIN 115111111111111111111111 E E 0 CUT 7 4 ,0 E H °E — — — R6 -6" H MEIN" 0' -0" A F.F. GYP BD SOFFIT GYP BD SOFFIT l'-O" A.F.F. DISPLAY SOFFIT No= INN IITIMEMEN MEM J3 „„„„ 1111111/A111111/111111111•11 am - E_MIIIIIIIIMISIIII1111. malimprim_wweinameasmtsmossaistamia 111110■•11111/ flE -7" A.F.F GYP BD CEILING 8 3, 1 2' 6" Wi 111111 1111111 ! 11111111 . 1 1 1/ • 0" DISPLAY SOFFIT HANDICAPPEC RESTROOM CD REFLECTED CEILING PLAN 1/4" = '-o” *H A F F EN CEILING 4 8-0" A.F.F. GYP BD CEILING 7' -6" A.F.F GYP BD CEILING 71 BB 4' -3" -0 A.F.F. 1 1 A.F.F. GYP BD HEADER ( F3 LIGHT FIXTURES TO BE CHAIN HUNG / FROM MALL STRUCT URE TO 1 2' -0" A.F.F., PROVIDED AND INSTALLED BY ELECTRICAL SUB-CONTRACTOR PER APPLICABLE CODE. 'WORLD' SAN FURNISHED & INSTALLED BY BROOKSTONE SIGN CONTRACTOR. SEE DETAIL 3/A7 (TYP. OF 5 GRAPHIC DISPLAYS) REFLECTED CEILING PLAN — CONT. 1/4" — 1 -0" sirRy B B STOCK ROOM Xt '7 DISPLAY SOFFIT 11-0" A.F.F. - • I F.F. DISPLAY SOFFIT ACOUSTU AL CLG 'WCRLD' SIGN FURNISHED & INSTALLED BY BROOKSTONE SIGN CONTRACTOR. SEE DETAIL 3/A7. (•YP OF 5 GRAPHIC DISPLAYS) 4ACOUSTICAL 1 - 6" A.F.F SEILINC > 'WORLD' SIGN FURNISHED & INSTALLED BY BROOKSTONE SIGN CONTRACTOR. SEE DETAIL 3/A7. (•YP. OF 5 GRAPHIC DISPLAYS) 1 1 1 1 -6" A.F.F. \ 10" SUSPENDED CHERRY WOOD REAMS AT 24" O.C., SECURED TO METAL STUD FRAMING ABOVE CEILING WITH HEAVY GA. WIRE W/ PIPE SLEEVE THRU CEILING WRAPPED AROUND FRAMING 6" FROM EACH END. ENDS TO BE TIGHT AGAINST FASCIA, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR. ACOUSTICAL CLG. GENERAL ELECTRICAL/REFLECTED CEILING NOTES: 1. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL CEILING MOUNTED DEVICES AND EQUIPMENT 2. ALL FLUORESCENT LIGHT FIXTURES TO BE SUPPPORTED BY GUY WIRE AT MIDPOINT OF EACH FIXTURE TO JOIST ABOVE. 3. SUB-CONTRACTOR TO SECURE CEILING GRID EDGE MOULDING W/ SCREW ANCHORS @ 16" 0.C. MITER ALL CORNERS 4. ALL TRACKS, HEADS, AND PENDANTS ARE TO BE "WHITE" UNLESS OTHERWISE NOTED. 5. GYPSUM BOARD CEILINGS / SOFFITS TO BE 5/8" GYPSUM BOARD ON 3 5/8' x 18 GAUGE STEEL STUDS @ 16" 0.C. UNLESS OTHERWISE NOTED 6. ALL INTERSECTING TRACK LIGHT FIXTURES TO BE INSTALLED WITH CORNER CONNECTORS (TYPICAL) 7. ALL TRACKS FOR TRACK LIGHTING ARE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 'WORLD' SIGN FURNISHED Sc INSTALLED BY BROOKSTONE SIGN CONTRACTOR. SEE DETAIL 3/A7. (TYP. OF 5 GRAPHIC DISPLAYS) CHERRY BEAM SUPPORTS: DASHED LINES INDICATE 2x6 METAL STUDS AT 2 O.C. IMMEDIATELY ABOVE GYP. BD. LAYER. SUPPLIED AND INSTALLED BY SUB-CONTRACTOR. SEE DETAIL F/A8. NOTE: FRAMING AND BEAM SUPPORTS MAY NEED TO 8E ADJUSTED ACCORDING TO LOCATION OF RECESSED '0 DOWNLIGHTS AND SUPPLY AIR DIFFUSERS. 10 8. BATTERY PACK FOR EXIT & EMERGENCY LIGHTS MUST BE REMOTE OR RECESSED. PAINT EXPOSED SURFACE TO MATCH ADJACENT FINISH. 9. SPRINKLER HEADS IN SHOWCASE WINDOW & IN HARD SURFACE CEILINGS MUST BE CONCEALED TYPE. HEADS IN LAY-IN CEILINGS IN CUSTOMER AREAS MUST BE RECESSED TYPE. • SUB-CONTRACTOR IS RESPONSIBLE FOR ALTERING EXISTING OBSTRUCTIONS (DUCTS, PIPES CHASES, BEAMS, MAINS,ETC.) TO ACCOMODATE NEW CEILING HEIGHTS. 1. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT, VVIRE, ETC. NOT BEING REUSED. DO NOT JUST ABANDON. 2. ALL lA/IRING SHALL BE IN CONDUIT AS REQUIRED BY STATE & LOCAL CODES, FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC. MAX_ LENGTH 6 FT. NO BX, ROMEX, ARMORED CABLE ETC. ALLOWED. 3. ALL CONDUIT TO MEET STATE & LOCAL CODES. 4. SUSPEND ALL 2' X 2' LIGHTING FIXTURES FROM (2) CORNERS MINIMUM TO DECK ABOVE. NOTE: VERIFY FIRE ALARM SYSTEM REQUIREMENTS AND OBTAIN "TENANT FIRE ALARM SYSTEM INFORMATION DOCUMENTS FROM LANDLORD'S TENANT COORDINATOR • NOTE: THIS SHEET NOT FOR USE BY LIGHTING SUPPLIER OR 7LECTRICAL SUBCONTRACTOR. REFER INSTEAD TO SHEETS E1-5 FOR LIGHT FIXTURE INFORMATION AND REQUIRED ELECTRICAL WORK. 11-6" A.F.F. COUSTICAL CLG 12'-6" 'WORLD' SAN FURNISHED & INSTALLED BY BROOKSTONE SAN CONTRACTOR. SEE DETAIL 3/A7, (TYP. OF 5 GRAPHIC DISPLAYS) NOTE: REFER TO ELECTRICAL SHEET (E-3) FOR LIGHTING FIXTURE SCHEDULE. 10-5" A.F.F. GYP. DD. CEILING -8 1/2" METAL DISPLAY GRIDS, T.G.C. TO PROVIDE AND INSTALL (4) 2' x 4 WHITE METAL DISPLAY GRIDS (2 AT ST2RFFRONT 7 AT CENTRAL DISPLAY AREA WITH 3 SQUARE INCREMENTS AS AVAILABLE FROM "CAHILL DISPLAYS" (617) 426-1127, CONTACT: CAROL ANN BURKE. GRID SITS ON BEAMS TIE (2) PANELS TOGETHER W/ PLASTIC ZIP STRAPS - ai\os't ' s\v „ .1% Is* JUN 1 5 1999 ET RE ISTERED /79I, 4" SUSPENDED CHERRY WOOD BEAMS AT 24" 0.C., SECURED TO METAL STUD FRAMING ABOVE CEILING' WITH HEAVY GA. WIRE W/ METAL PIPE SLEEVE THRU CEILING WRPPED AROUND FRAMING 6" FROM EACH END, ENDS TO BE TIGHT AGAINST FASCIA, FURNISHED AND INSTALLED BY F.C. CHERRY BEAM SUPPORTS: DASHED LINES INDICATE 2x6 METAL STUDS AT 2'-0" D.C. IMMEDIATELY ABOVE GYP. BD. LAYER SUPPLIED AND INSTALLED BY SUB-CONTRACTOR SEE DETAILS E. F & G/A8 $0 GRILLE SIGN RACEWAY ABOVE 4 1 0'-8 5/8" A.F.F. GYP BD CEILING _ LEASE LINE amokotome SOUTHCENTER MALL LEASE SPACE, E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 HANNA DESIGN GROUP Inc Design • Project Management • General Construction • 4501 WILAETTE AVE • Rollo Meadows L 60008 • PH 847.705/050 • FX 847.705.7705 • KENNETH L BUTT ARcHr A.I.A. 124 STAGECOACH ROAD BELL CANYON CA 91307 TEL (818) 999-4272 E IZ A ZIITM1120 %%Mr 4R H11.170N DETALZION OF Nig T ILWRAWINGS, SPE tlagiSl V ZPRVRO ° On i ttit t elRE 2ON "n'Ur r"E P"' 0 '999 BY DE Gno, . FRAMING/DRYWALL SUB CO FROO4raFE-R-AfR-8PENINGS SLREEN._SELD VE EXA REFLECTED CEILINA.torrw#41\ntikoRD m LIGHT SCHEDULE° ORDINATOR. 0Ft■WH R.B.C. MARK DESCRIPTION DATE SSUED FOR ENGINEERING CHECKED Eff. D.L.T./ K.L.B. SSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 SSUED FOR FINAL LANDLORD REVIEW 6/1 4/99 SSUED FOR BID/ PERMIT 11111 CITY OF T SHEET: 1999 --02DIJPUE:11T C DANIEL TESSAROLO PROJECT COORDINATOR 5/ /99 6/14/99 SYM. MATERIAL M ANUFACTURER TYPE /COLOR SIZE REMARKS c -1 CARPET LEE'S CARPET MILLS STYLE: SISAL / PATTERN: DN876 / COLOR: MESQUITE 12' WIDE ROLL 54 TOTAL SQU 17 ® TILE TO MATCH MALL TILE TO MATCH MALL TILE TO MATCH MALL TO MATCH MALL TILE, FURNISHED BY SUB - CONTRACTOR w I (I M M W0 AP 00 FLANK" LOOR APPLIED CONTACTRORER RADIANT ENERGY (800) 283 -5667 COPP. : ISAACS ° JEFFERSON COLLECTION" TYPE 2/ MAPLE/ COLOR: AMBER GWB SLAT P. LAM. (BROOKST) LL PROVIDE WOOVETHE ABRAC RRIED IN THE GENERAL CONTRACTOR'S BASE B ID. w -z "GAMMAPLANK" ACCENT WOOD FLOOR APPLIED RADIANT ENERGY CORP. CONTACT: ROGER 1SMCS (800) 283 -5667 JEFFERSON COLLECTION TYPE 2 / MAPLE / COLOR: MINT GREEN 13 -06 P -1 . P-� 102 w -3 "GAMMAPLANK" ACCENT WOOD FLOOR APPLIED RADIANT ENERGY CORP. CONTACT: ROGER ISAACS (800) 2d3 -5667 "JEFFERSON COLLECTION" TYPE 1 / w/ "GAMMASCI III ENRICHER" / MAPLE / COLOR: BRITTANY 17 -04 CP FLOOR FEATURE BORDER ED CERAMIC TILE DAL TILE 1'300 'SIERRA CERICC COL 0. 1-506•- RAONER 0" )( 0'" 7( C /1G" B HYDROMENT GROUT 61 ISTY CRAY 4" ASE & MARBLE 361 M L,UNI V.C.T. TILE -"' -- - '' -- • " - - - _ _ _ - : ". _- �• .:.!. 8" N 8" X M /1C" NV\KULt IFiKtJFIVL KAl,il1K IU YK VVIUt 6t IN�IAL FURNISHED & INSTALLED DV SLID CONTRACTOR GYP. BD. BASE VINYL MERCER COLOR: LIGHT BEIGE #206 4" HIGH 430 BASE WOOD BY F.C. MAPLE BASE, FINISH TO MATCH MILLWORK N I CLR. ANODIZED ALUMNINUM BASE FINISH: SATIN US28D / F T READY MIX / COLOR: "LINEN WHITE" / FINISH: EGGSHELL 6 0" HIGH 1IGH BY FIXTURE CONTRACTOR BY FIXTURE CONIRACIUR AT SIORLFROWT WOOD BY T.G.C. AT STOREFRONT GLASS p lk-VT p E BASE METAL DORALCO fG C Af . GLASS WOOD1 CD PAINT BENJAMIN MOORE - SUB- COTTR. P- PAINT BENJAMIN MOORE - Sli6- CENTR. COLOR: "CARAMEL" # 111 / FINISH: EGGSHELL _(:1TV p P P KQV P- PAINT BENJAMIN MOGRE - SUB- CONTR. COLOR: "LIGHT OLIVE GREEN" #382 / FINISH: EGGSHELL ? % \ S4 5;t ` ` W 1 CHERRY BY F.C. FLAT CUT CHEERY VENEER (FINISH TO MATCH MILLWORK) ✓:=;10 ti� 2 MAPLE BY F.C. MAPLE (FINISH TO MATCH MILLWORK) "' ( sw -, SLATWALL APPP.OVEC MANUFACTURER (F.C.) NEVAMAR ARP SURFACE /CLEAR MAPLE W- 8 -340T TEXTURED GROOVES ® 6 "O.C, METAL SLOT LINERS P L j ■ PLASTIC LAMINATE FORMICA- SUB- CONTRACTOR COLOR: "SAIL WHITE ". #463 -58 SUB CONER. TO INSTALL PL LAM UP TO TOP OF DOOR FRAME ,PL -2 NOT USED BY CONTRACTOR COLOR: CARAMEL TO MATCH P -2 J N 1 5 19 ,PL - 3 NOT USED BY CONTRACTOR COLOR: LIGHT OLIVE GREEN TO MATCH P -3 '0 - ,1 PLASTIC LAMINATE NEV'AMAR ARP SURFACE CLEAR MAPLE W8 -340T TEXT WIIIMINIM ( A-1 ACOUSTICAL TILE U.S.G.- SUB- CONTRACTOR USG- ECLIPSE SLT (SHADOWLINE TAPERED) #76775 L 24 x3/4 �� / TEGULAR ��O• COLOR: WHITE : KENNETH L. BUT, EXPOSED DX SUSPENSION SYSTEM /COLOR: FLAT WHITE #050 - - ' tNQT ~ �, " TICAL TILE U.S.G. . L C COOJTRACTCr7t WINTC, FICSURCO EQUARC EDCC 2•F "z43 "A57`8r— t - -0 - ���•��.�..I..�" �- A'E g �— #200 WHITE SNAP GRID SUSPENSION SYSTEM S-I SEALED CONCRETE SONNECLEAR, SONNEBORNE EPDXY W/ COLOR: TAN ;CT -, VINYL COMPOSTION TILE ARMSTRONG EXCELOM SUPREME COLOR: WARM WHITE #55502 12 "x12 "x1/8" SUB- CONTRACTOR TO PROVIDE & INSTALL FLOORING CALCULATION NOTE SQUARE YARD AND SQUARE FOOT CALCULATIONS ARE APPROXIMATE AREA CALCULATIONS PER ARCHITECT. NOTE: FLOOR COVERING SUPPLIERS TO VERIFY SO. FT. AND ADD ALLOWANCES TO THE FIGURES BELOW TO ENSURE ADEQUATE COVERAGE. C -1 1774 TOTAL SQUARE FEET DIVIDED BY 9 = 198 TOTAL SQUARE YARDS 201 TOTAL SQU CEILING 316 TOTAL SQU MAIL 62 TOTAL SQU MAIL 54 TOTAL SQU 17 MATL TOTAL SQUA MAIL N/A 1:! 101 N/A CARPET W000 TILE 174 TOTAL LINE WOOD 573 TOTAL SQU OWNER GWB SLAT P. LAM. (BROOKST) LL PROVIDE WOOVETHE ABRAC RRIED IN THE GENERAL CONTRACTOR'S BASE B ID. J ROOM FINISH SCHEDULE N0. ROOM FLOOR BASE WALLS CEILING REMARKS MAIL FIN MAIL FIN , MATL FIN MAIL FIN 101 SALES CARPET W000 TILE C W 1 O C --) T-2 WOOD GWB SLAT P. LAM. P-1 ® ACT A 1 GYP BD. P -1 . P-� 102 STOCK ROOM CONC. S -1 VINYL CP GYP.BD. ED OPEN 103 TOILET ROOM V.C.T. ® VINYL CP GYP.BD. P -1 GYP. BD. P-1 l E A< `, A< CARPET SEAM LINE c - 1 V CARPET TO EXTEND 6" (MIN.) BEYOND FRONT CORNER OF BACKWRAP CARPET SEAM LINE FLOOR RECEPTACLE --\. (TYP.) ET SEAM LINE C - 1 CARPET SEAM LINE ALTERNATE =LOOR PATTERN & STAGGERED JOINT DETAI_S ET SEAM LINE DIRECTION OF - - - WOOD - FLOORING- - -- G-7' _4" 8" CIRCULAR BANG ED 12' -0" CARPET SEAM LINE SALES AREA THIS LINE OF CARPET TO ALIG SOFFIT ABOVE ET SEAM LINE c - 1 - — DIRECTION OF WOOD FLOORING 8" CIRCULAR BAND CD ALTERNATE FLOOR PATTERN & STAGGERED JOINT DETA LS 1 /2" :i: FLOOR COVERING /FINISH PLAN M MIN. 44" WIDE MARKED EXIT AISLE - VAY. L CARPET SHALL BE OF A GLUE- DOWN TYPE. CARPET IS PROVDED BY TENANT AND INSTALLED BY T.G.C. 2. NO CARPET SEAM SHALL BE CENTERED OR LOCATED CLOSER THAN 4' -0" FROM CENTERUNE OF ANY ENTRANCE 5 CARPET. INSTALLER SHALL SUBMIT A SEAM LAYOUT AND CARPET TAKE- OFF TO ARCHITECT AND TENANT FOR ORDER PLACEMENT. 3. BROOKSTCME TO FURNISH ADHESIVE AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS FOR OWNER SUPPUED MATERIALS. �y TY A HANDICAPPED �� RESTROOM STOC' ,4P11, Tim ROOM +Q2 I FLOOR COVERING /FINISH PLAN CONT 1/4" = 1' -0" T.G.C. TO CHECK AND LEVEL FLOOR, 6 SURFACE NOT TO EXCEED 5/16 IN 10' -0 ". CUT DOWN HIGH AREAS AND FILL LOW AREAS, REFLOAT 7 FLOOR SURFACE TO A UNIFORM, SMOOTH FINISH. EXISTING CONCRETE SLABS SHALL BE LEVELED AS REQUIRED FOR A SMOOTH TRANSITION BETWEEN MALL AND TENANT 8 SPACES. EXISTING CONCRETE SLABS SHALL BE FREE OF EXISTING ADHESIVES AND A MOISTURE TEST PERFORMED. 9 PRIOR TO INSTALLATION OF NEW FLOORING METERIALS, TEST RESULTS SHALL BE PRESENTED TO BROOKSTONE IMMEDIATELY FOR DETERMINATION OF INSTALLATION PROCEDURES. TYP. ALL GYP. 8D. WALLS ALL VINYL BASE SHALL BE FURNISHED 10 WITH °REFORMED INSIDE AND OUTSIDE CORNERS. SUB - CONTRACTOR TO FURNISH AND INSTALL ADHESIVE AS REQUIRED BY 11 MANUFACTURER'S SPECIFICATIONS FOR VINYL BASE. CLEAR CONCRETE SEALER (IF R_GUiREC) 12 SHALL BE SONOCLEAR, SONNEBORN, OR EQUAL BY SUB - CONTRACTOR. TG.C. IS RESPONSIBLE FOR RECEIPT, 13. COUNT, AND VERIFICATION OF ALL SHIPMENTS OF FLOOR COVERING MATERIALS. 4' -10" CE - >A \A PROVIDE TRANSITION AT STOCKROOM SIDE OF OPENING. EXTEND CARPET SO THAT NO CONCRETE WILL BE VISIBLE WHEN DOOR IS CLOSED >A GENERAL FLOORING & BASE NOTES ALL FINISHES, MATERIALS, SYSTEMS, ETC. WHICH ARE TO REMAIN, SUB- CONTR. MUST RESTORE TO A "LIKE - NEW" CONDITION. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE SMOOTH AND ' L OJT' - SU6-CONTRACTUT : / EXTEND MALL FLOORING FROM LEASE LINE TO STOREFRONT 050 /50 /00 STORE CLOSURE UNE, 5.8.0. SUB - CONTRACTOR TO PROVIDE FLUSH TRANSITION FROM MALL FLOOR FINISH TO INTERIOR FLOOR FINISH. PROVIDE AND INSTALL FLOOR LEVELING IN ACCORDANCE WITH SPECIFICATIONS. 14.SUB- CONTRACTOR TO PROVIDE NEW MALL FLOORING FROM THE LEASE LINE TO THE STOREFRONT UNE AND THE STORE CLOSURE UNE. 15. SEE SHEET 03 FOR FINISH MATERIAL AND COLOR SCHEDULE. SEE SHEET #A3 FOR SQUARE FOOTAGE CALCULATIONS 16.IF FLOOR FINISHES ARE TO BE REUSED, CLEAN, WAX AND /OR RESTORE THEM TO LIKE -NEW FINISHES. 17. SUB- CONTRACTOR TO PROVIDE AND INSTALL PLYWOOD SUBFLOOR AS PER TRANSITION DETAILS. J 3 1/2" 12 -0" CARPET SEAM LINE c - , CARPET START POINT MATERIALS AND FINISH SCHEDULE - SOUTHCENTER MALL _ LEASE j ; LINE I SIGN VE RACEWAY ABO CENTERLINE OF ROLLING GRILLE NOTE: REFER TO A -8 FOR FLOOR TRANSITION DETAILS oTOO OOkffi:tome SOUTHCENTER MALL LEASE SPACE: E544 X33 SOUTHCENTER BLVD. ' TUKWILA, WA. 98188 HANNA DESIGN GROUP Inc KENNETH L BUTTS AIRc -- IIT�CT A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 © 1999 BY HANNA DE94, CROUP 144 Dean • Project Management • General 0886 Dlion • 4301 MATTE AVE • Roil] Meadows L 80008 • PH 847.706.7050 • FX 847.7057705 • MMK MMMMC AND /0R SPECIFICATION Anal; AS AN WS/RUMENT OF SERVICE BY THE PRCHfTECT AND 5 INTENDED FOR USE ON THS PROJECT ONLY. THIS DRAMING RENA. THE PROPERTY OF THE ATCHRECT AND SHALL BE RETURNED TO HIM UPON DETERMINATION OF INTENT. ALL DRAWINGS, SPECIRCARONS. DESIGNS, MODELS, AND ARRANGEMENTS APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLSHED WORK OF THE ARCHRECT. ANY REPRODUCTION, USE OR DISCLOSURE OF THE PROPRIETARY IORMATION GONrANED HEREIN WPTIWIR THE PRIOR CONSENT OF THE ARCHR 5 STRICTLY PROHIBITED. FLOOR COVERING /FINISH PLAN MATERIAL & FINISH SCHEDULE DRAWN BY R.B.C. MARK DESCRIPTION ISSUED FOR ENGINEERING ISSUED FOR PRELIM. LANDLORD REVIEW ISSUED FOR FINAL LANDLORD REVIE ISSUED FOR BID/ PERMIT ozoi DANIEL TESSAROLO PROJECT COORDINATOR CHECKED BY: D.L.T./ K.L.B DATE 5/11/99 5/12/99 6/14/99 6/14/99 g167fi: CENTER A -3 -- - - - it -. TI -. ii 1 I �- -- - � 1 = = = =, I' Ir - Tr r y �r I I - - -- rl -r1 -r1 HI■1 : 1 1,: A.F.F • B/ GYP. 8D. L 10' -0" A.F.F. B/ GYP. BD SOFFIT 12' -7" A.F.F. B/ GYP. BD. SOFFIT 10' -8 5 8" A.F.F. B/ GYP. BD. SOFFIT 9' -0" A.F.F. B SIGN RACEWAY -6" A.F.F. B/ ACOUSTICAL 11' -0" A.F.F. B GYP. BD. SOFFIT 10' -0" A.F.F. CHERRY CAP 0O A [ 00 1 1/2,. ELEVATION 6 1/4 = 1' -0" CURVED RADIUS BINS ELEVATION 1 /4" - 1' -0" 1' -6" A.F.F B ACOUST. 11' -0" A.F.F. • GYP. BD SOFFIT 21' -2" O ELEVATION 1/4" = 1' -0" C_ ANGLED 12' -6" ® ELEVAT1ON 1 = 1' -0" 10 ") ® j 35 34 2Q 22 00 000 O 19 26 .® ®® k =aaa %0 • 8 -0" A.F.F. GYP. BD. CEILING APPROX. 18" X 30' CLEAR MIRROR BOTTOM AT 38 1/2" A. SINK & FAUCET PER PLUMBING FIXTURE SCHEDULE, SHEET A -1 NOTE: 2' -5" CLEAR AT BOTTOM OF FRONT EDGE OF LAV. r INSULATE EXPOSED PIPES PER LOCAL '"(3E5 1 ii • 11 I aka as =a = =db J L_ 9F= F= 9 I �r - Tr -6" A.F.F. 9/ ACOUSTICAL 10' -0" A.F.F. 0/ CHERRY CAP ▪ J II - IIII 7 U 2$ ELEVATION 1/4" = 1' 0" C1 ELEVATION I I' ®■ z I1 • TOILET ACCESSORIFS 42" GRAB BAR 36" GRAB BAR TOILET PAPER HOLDER PAPER TOWEL DISPENSER DOOR HOOK ( 8' -0" A.F.F. Y GYP. BD. CEILING PERIMETER SHELF BY T.G.C. P-1 36" GRAB BAR TOILET PAPER HOLDER WATER CLOSET PER PLUMBING FIXTURE SCHEDULE, SHEET A -1 42" GRAB BAR • , P -1 r r 11 ACOUS TICAL L 7' 0" A.F.F. 9/ GYP. BD. CEILING 35 0000 '?<><><> " 3.-6" ELEVATION 1/4" = 1' -0" 1 00 22 34 35 c�3 ELEVATION 1/4" = 1' -0" I � r C > , 3/4" FLAT CUT CHERRY VENEER Y ROLLING GRILLE 3 BROOKSTONE" SIGNAGE, FURNISHED AND INSTALLED BY SIGN CONTRACTOR, SEE SHOP DRAWING FOR DETAILS 3/4' x 6 MAPLE BASE, pRONDE W INSTALL BY flXTURE CONTRACTOR FlNISN TO MATCH MILLWORK O GYPSUM WALL BOARD DROPPED SOFFIT, SEE SHEET A7 FOR DETAILS O 1/2" MAPLE VENEER 1.41 O HARDWOOD FLOOR COVERING PUNKS, SEE A3 FOR FINISH LOCATIOrJ 0 0 O FIXTURE BINS SEE SHEET A7, AB FOR DETAILS .kfs U MATCH SI ALt E 4' CHERRY WOOD SLATS 0 24" O.C., PLACED 2" BELOW SUSPENDED GYPSUM WAIL BOARD CERMG 00 • 0 35 00 2Q 000 00 22 00 22 0000 rff • 17 STAINLESS STEEL KICK PLATE AND PUSH PLATE FRONDED AN INST ilLat BY H.G.C. • O ELEVATION 5 1/4" = 1 . -0 „ 35 22 00 00 00 ? 19 26 19 BROOKSTONE "WORLD" SIGN SUPPLIED AND INSTALLED BY BRPDIESTONE SIGN CONTRACTOR. SEE 3/A7. 12 SUSPENDEC GYPSUM WALL BOARD CEILING, SEE SHEET AR FOR DETAILS T3 ALUMINUM RACEWAY. FURNISHED AND INSTALLED BY SIGN CONTRACTOR, SEE SHOP DRAWINGS FOR DETAILS ,<> RECESSED I/4 x 1/2" CUN:AR ANODIED ALUMINUM CHANNEL (41 SIDE. EDGE TO BE RUSH W/ WOOD VENEER (BY F.C.) i6 LANDLORD'S NEUTRAL PIER TO REMAIN UNDISTURBED. PAINT TO MATCH EXIST. • • 1t I c T -/IC=-" 4T a !I I -i L J • 11 • 4 34 23 35 C'()<> B GYP. BD. CLG. 5/8" A.F.F. • _ B 10' / GYP. -8 BD. SOFFIT ELEVATION KEY NOTES: ,0' SATI ALUMINUM BASE TO MAT "DORALC . pJS2RD AT VENEER BY F.C. K> GYPSUM WALL BOARD p -1 SUSPENDED ACOUSTICAL TILE CEILING A -i Ii1CH PRESSURE LAMINATE SUIVALL, FlNISN: MAPLE FURNISHED AND INS AILED BY FIXTURE CONTRACTOR 24 NGN GRAPHIC Y TURE, SEE SHEET A7 FOR DISPLA DETAILS FIX 4 P CARPETING 26 GRAPHIC DISPLAY FIXTURE, SEE SHEET A FOR DETAILS 27 GYPSUM WALL BOARD P -3 2g CHERRY BACY.WWTAP, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR PLUG MOLD FURNISHED BY FIXTURE CONTRACTOR, INSTALLED AND CONNECTED TO POWER SOURCE BY T.C.C. RECEPTACLES AT 12 O.C. • 1D1CG P \,1.. JUN 15.I93 .__,., 1 T THIS DRAWING AND /OR SPECIFIGTION IS FRONDED AS AN INSTRUMENT of ir cE BY iNE M REMAND THE PROPER 5 INTENDED FOR OF THE USE ON THIS PROJECT ONLY. TNIS NC DETER NG OF TY DRAWINGS, AND SHALL O RETURNED TO HIM UPON DEI RANGEME NTS APPEARING ALL RING HE REIN CONSTITUTES ITUTES THE ORIGINAL AND GUONS, DESIGNS, KENNETH L. SLAT +a MODELS, AND AREME APPEAREIN CNUMES UNPUBLISHED WORK O THE ARCNR ANY REPRODUCTION, USE OR DISCLOSURE 1 3TATE09 WA0T11 CONSENT I OF THE ARCHITE� 5 S C TRICA Ol EOHIBITED. WITHOUT THE PRIOR © 1999 BY HANNA DESIGN GROUP Inc 29 BRODKSTCNE P9JCY 4CNS FURNISHED AND INS7A11ED BY BROOKSTONE SIGN CONTRACTOR. REFER TO DETAIL 6 /A7 FOR MOUNTING DETAIL 30 10 BRUSHED STAINLESS STEEL PIN MOUNTED 'BROCKSTONE" LETTERS, FURNISHED AND INSTEP, BY SIGN CONTRACTOR 31 PLASTIC LAMINATE 1 0 , 70 MATCH p_1 4' 8ACI0PLASH TO WATCH COUNTERTOP, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR 33 M 3/4" ATCH M x 6" ILL MAPLWORK E BASE, FINISH TO dR I C.C. DEMISING PAR7IRON, PAINT p_1 35. CHERRY TRIM BOARD SE9 SHEET A7 FCR DETAILS 36 2 I/2' TN BUCK NNY1. RE''R'E- '" "BRCOKSTONE" LOCO SUPPUFD BY BROOKSTCNE, INSTALLED BY BROCKSTONE SIGN CONTRACTOR. • 11' -6" A.E.F. •B ACOUST. • 11' -0" A.F.F. �B GYP. BD. SOFFIT 10' -0" A.F.F. T/ CHERRY CAP 20 3rocalatorae SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 HANNA DESIGN GROUP Inc KENNETH ( �L_ BUTTS ARC' fl T aG1 A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 INTERIOR ELEVATIONS DRAWN BY. R.B.C. MARK DESCRIPTION ISSUED FOR ENGINEERING ISSUED FOR PRELIM. LANDLORD REVIEW ISSUED FOR FINAL LANDLORD REVIEW ISSUED FOR BID/ PERMIT DANIEL TESSAROLO PROJECT COORDINATOR CHECKED BY- O.L.T./ K.L.B Design • Project Management • Gwent Canetrwtion • 4301 WLAETTE AVE • Rog Meadows L 80008 • PH 847.705.7050 • 90 847.705.7705 • FIEOCIVED CITY OF TUKWILA JUN 1& 99 DATE 5/11/99 5/12/99 6/14/99 6/14/99 0 , TO CH SLATWALLINAS _1PL -5 O _ azD I PERM T CENTER n II II L:: r___ r " Faa�aaaa r --- n II II II , r -I I- =r =4= I -Ir i d P n n I 11 r --- y k___c____ 1r "a = = =4==== -d- ii 1 I �- -- - � 1 = = = =, A.F.F • B/ GYP. 8D. L 10' -0" A.F.F. B/ GYP. BD SOFFIT 12' -7" A.F.F. B/ GYP. BD. SOFFIT 10' -8 5 8" A.F.F. B/ GYP. BD. SOFFIT 9' -0" A.F.F. B SIGN RACEWAY -6" A.F.F. B/ ACOUSTICAL 11' -0" A.F.F. B GYP. BD. SOFFIT 10' -0" A.F.F. CHERRY CAP 0O A [ 00 1 1/2,. ELEVATION 6 1/4 = 1' -0" CURVED RADIUS BINS ELEVATION 1 /4" - 1' -0" 1' -6" A.F.F B ACOUST. 11' -0" A.F.F. • GYP. BD SOFFIT 21' -2" O ELEVATION 1/4" = 1' -0" C_ ANGLED 12' -6" ® ELEVAT1ON 1 = 1' -0" 10 ") ® j 35 34 2Q 22 00 000 O 19 26 .® ®® k =aaa %0 • 8 -0" A.F.F. GYP. BD. CEILING APPROX. 18" X 30' CLEAR MIRROR BOTTOM AT 38 1/2" A. SINK & FAUCET PER PLUMBING FIXTURE SCHEDULE, SHEET A -1 NOTE: 2' -5" CLEAR AT BOTTOM OF FRONT EDGE OF LAV. r INSULATE EXPOSED PIPES PER LOCAL '"(3E5 1 ii • 11 I aka as =a = =db J L_ 9F= F= 9 I �r - Tr -6" A.F.F. 9/ ACOUSTICAL 10' -0" A.F.F. 0/ CHERRY CAP ▪ J II - IIII 7 U 2$ ELEVATION 1/4" = 1' 0" C1 ELEVATION I I' ®■ z I1 • TOILET ACCESSORIFS 42" GRAB BAR 36" GRAB BAR TOILET PAPER HOLDER PAPER TOWEL DISPENSER DOOR HOOK ( 8' -0" A.F.F. Y GYP. BD. CEILING PERIMETER SHELF BY T.G.C. P-1 36" GRAB BAR TOILET PAPER HOLDER WATER CLOSET PER PLUMBING FIXTURE SCHEDULE, SHEET A -1 42" GRAB BAR • , P -1 r r 11 ACOUS TICAL L 7' 0" A.F.F. 9/ GYP. BD. CEILING 35 0000 '?<><><> " 3.-6" ELEVATION 1/4" = 1' -0" 1 00 22 34 35 c�3 ELEVATION 1/4" = 1' -0" I � r C > , 3/4" FLAT CUT CHERRY VENEER Y ROLLING GRILLE 3 BROOKSTONE" SIGNAGE, FURNISHED AND INSTALLED BY SIGN CONTRACTOR, SEE SHOP DRAWING FOR DETAILS 3/4' x 6 MAPLE BASE, pRONDE W INSTALL BY flXTURE CONTRACTOR FlNISN TO MATCH MILLWORK O GYPSUM WALL BOARD DROPPED SOFFIT, SEE SHEET A7 FOR DETAILS O 1/2" MAPLE VENEER 1.41 O HARDWOOD FLOOR COVERING PUNKS, SEE A3 FOR FINISH LOCATIOrJ 0 0 O FIXTURE BINS SEE SHEET A7, AB FOR DETAILS .kfs U MATCH SI ALt E 4' CHERRY WOOD SLATS 0 24" O.C., PLACED 2" BELOW SUSPENDED GYPSUM WAIL BOARD CERMG 00 • 0 35 00 2Q 000 00 22 00 22 0000 rff • 17 STAINLESS STEEL KICK PLATE AND PUSH PLATE FRONDED AN INST ilLat BY H.G.C. • O ELEVATION 5 1/4" = 1 . -0 „ 35 22 00 00 00 ? 19 26 19 BROOKSTONE "WORLD" SIGN SUPPLIED AND INSTALLED BY BRPDIESTONE SIGN CONTRACTOR. SEE 3/A7. 12 SUSPENDEC GYPSUM WALL BOARD CEILING, SEE SHEET AR FOR DETAILS T3 ALUMINUM RACEWAY. FURNISHED AND INSTALLED BY SIGN CONTRACTOR, SEE SHOP DRAWINGS FOR DETAILS ,<> RECESSED I/4 x 1/2" CUN:AR ANODIED ALUMINUM CHANNEL (41 SIDE. EDGE TO BE RUSH W/ WOOD VENEER (BY F.C.) i6 LANDLORD'S NEUTRAL PIER TO REMAIN UNDISTURBED. PAINT TO MATCH EXIST. • • 1t I c T -/IC=-" 4T a !I I -i L J • 11 • 4 34 23 35 C'()<> B GYP. BD. CLG. 5/8" A.F.F. • _ B 10' / GYP. -8 BD. SOFFIT ELEVATION KEY NOTES: ,0' SATI ALUMINUM BASE TO MAT "DORALC . pJS2RD AT VENEER BY F.C. K> GYPSUM WALL BOARD p -1 SUSPENDED ACOUSTICAL TILE CEILING A -i Ii1CH PRESSURE LAMINATE SUIVALL, FlNISN: MAPLE FURNISHED AND INS AILED BY FIXTURE CONTRACTOR 24 NGN GRAPHIC Y TURE, SEE SHEET A7 FOR DISPLA DETAILS FIX 4 P CARPETING 26 GRAPHIC DISPLAY FIXTURE, SEE SHEET A FOR DETAILS 27 GYPSUM WALL BOARD P -3 2g CHERRY BACY.WWTAP, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR PLUG MOLD FURNISHED BY FIXTURE CONTRACTOR, INSTALLED AND CONNECTED TO POWER SOURCE BY T.C.C. RECEPTACLES AT 12 O.C. • 1D1CG P \,1.. JUN 15.I93 .__,., 1 T THIS DRAWING AND /OR SPECIFIGTION IS FRONDED AS AN INSTRUMENT of ir cE BY iNE M REMAND THE PROPER 5 INTENDED FOR OF THE USE ON THIS PROJECT ONLY. TNIS NC DETER NG OF TY DRAWINGS, AND SHALL O RETURNED TO HIM UPON DEI RANGEME NTS APPEARING ALL RING HE REIN CONSTITUTES ITUTES THE ORIGINAL AND GUONS, DESIGNS, KENNETH L. SLAT +a MODELS, AND AREME APPEAREIN CNUMES UNPUBLISHED WORK O THE ARCNR ANY REPRODUCTION, USE OR DISCLOSURE 1 3TATE09 WA0T11 CONSENT I OF THE ARCHITE� 5 S C TRICA Ol EOHIBITED. WITHOUT THE PRIOR © 1999 BY HANNA DESIGN GROUP Inc 29 BRODKSTCNE P9JCY 4CNS FURNISHED AND INS7A11ED BY BROOKSTONE SIGN CONTRACTOR. REFER TO DETAIL 6 /A7 FOR MOUNTING DETAIL 30 10 BRUSHED STAINLESS STEEL PIN MOUNTED 'BROCKSTONE" LETTERS, FURNISHED AND INSTEP, BY SIGN CONTRACTOR 31 PLASTIC LAMINATE 1 0 , 70 MATCH p_1 4' 8ACI0PLASH TO WATCH COUNTERTOP, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR 33 M 3/4" ATCH M x 6" ILL MAPLWORK E BASE, FINISH TO dR I C.C. DEMISING PAR7IRON, PAINT p_1 35. CHERRY TRIM BOARD SE9 SHEET A7 FCR DETAILS 36 2 I/2' TN BUCK NNY1. RE''R'E- '" "BRCOKSTONE" LOCO SUPPUFD BY BROOKSTCNE, INSTALLED BY BROCKSTONE SIGN CONTRACTOR. • 11' -6" A.E.F. •B ACOUST. • 11' -0" A.F.F. �B GYP. BD. SOFFIT 10' -0" A.F.F. T/ CHERRY CAP 20 3rocalatorae SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 HANNA DESIGN GROUP Inc KENNETH ( �L_ BUTTS ARC' fl T aG1 A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 INTERIOR ELEVATIONS DRAWN BY. R.B.C. MARK DESCRIPTION ISSUED FOR ENGINEERING ISSUED FOR PRELIM. LANDLORD REVIEW ISSUED FOR FINAL LANDLORD REVIEW ISSUED FOR BID/ PERMIT DANIEL TESSAROLO PROJECT COORDINATOR CHECKED BY- O.L.T./ K.L.B Design • Project Management • Gwent Canetrwtion • 4301 WLAETTE AVE • Rog Meadows L 80008 • PH 847.705.7050 • 90 847.705.7705 • FIEOCIVED CITY OF TUKWILA JUN 1& 99 DATE 5/11/99 5/12/99 6/14/99 6/14/99 0 , TO CH SLATWALLINAS _1PL -5 O _ azD I PERM T CENTER L_ PLASTIC LAMINATE 1 PANEL, SUPPLIED AND \ INSTALLED BY FIXTURE CONTRACTOR (TYP_) PL - 5 LINE OF SOFFIT ABOVE AT 10' -0" A.F.F. F1 NOTE. WALL AT END OF BIN AREA TO BE 5/8" GYP. BD. ON 3 5/8" METAL SPUDS, INSTALLED BY SUB—CONTRACTOR 3/4" SLATWALL OVER 5/8" PLYWOOD, SUPPLIED AND INSTALLED BY F.C. PLASTIC LAMINATE PANEL ON \ EXTERIOR OF BINS, SUPPLIED AND INSTALLED BY FIXTURE CONTRACTOR. ® CHERRY COLUMN DETAIL 3" — 1 -0" NT SECTION I 1 1/2" CHERRY VENEER OVER 5/8" GYP. BD., SUPPLIED AND INSTALLED BY FIXTURE CONTRACTOR 6" SLOT FOR MOTORIZED GRILLE LINE OF S FT ® 12' - 0" OF A F . F ABOVE CENTERLINE OF MOTORIZED GRILLE EMERGENCY GRILLE RELEASE FLUSH MT'D IN COLUMN AT 36" A.F.IF (2) GRILLE KEY SWITCHES FLUSH MOUNTED AT 15" A.F.F STOREFRONT SIGN ABOVE — 4" GRILLE SUPPORT TUBE FOR MOTORIZED GRILLE. PROVIDED & INSTALLED BY GRILLE MFR., W/ 5 "x5 "x1/2" BASEPLATES (MIN.) 1'- 4 "x2' -6" WALL BINS SUPPLIED AND INSTALLED BY FIXTURE CONTRACTOR. INTERIOR FINISHED WITH ND' (TYP. OF 5 BIN UNITS) SEE DETAIL 5/A -7. 5 8" GYP. BD. O8 3 " M TAL STUDS BY SUB — C 3/4" CHERRY VENEER FINISHED COLUMN 88TH (2) CLEAR ANODIZED ALUMINUM INLAID CHANNELS. CHERRY AND ALUMINUM SUPPLIED AND INSTALLED BY F.C. (TYP. OF 2 STOREFRONT COLUMNS) FINISH EXPOSED END 1/2" CHERRY VENEER PANEL PROVIDED & INSTALLED BY F,.C. BIN UNIT BY F.C. EXISTING NEUTRAL PIER AND FIRE CABINET PROTECT DURING CONSTRUCTION. 1 1 I I I I I I I I I I I I 11 I I I I I II I I I II I F� I I I I I I I I I I I I I I I I I I I I I 1 t14' -0" A.E.F. T/ MIRROR BAND 12' -0 ". A.F.F. B/ MIRROR BAND 11' -8 5/8" A.F.F. B/ 3" NEUTRAL FRAME 10' -8 5/8" A.F.F 8/ GYP BD SOFFIT 9' -0" A.F.F. 8/ SIGN RACEWAY 1 1/2" CLEAR ANODIZED METAL CAP. TO MATCH "DORALCO" FIN #US28D CHERRY WOOD FINISHED COLUMN W/ (2) CLEAR ANODIZED ALUMINUM INLAID CHANNELS. CHERRY AND ALUMINUM SUPPLIED AND INSTALLED BY F.C. (TYP, OF 2 STOREFRONT COLUMNS) 3" NEUTRAL FRAMING P — i EXISTING NEUTRAL PIER — & FIRE CABINET PROTECT DURING CONSTRUCTION RACEWAY FURNISHED AND INSTALLED BY SIGN MANUFACTURER. 3 1 — 0 "k ® STOREFRONT ELEVATION 1/2" = 1 -0" 9" O COLUMN DETAIL 7 1 /2 " y IGYP BU p 2' -8" 1' -7 1/a" GYP BD — —I — O DETAIL EXISTING MIRRORED SOFFIT o3000 cme 10" BASE AT WOOD VENEER TO MATCH 'DORALCO' FIN. #US28D WITH 1/2" H. ALUMINUM CHANNEL MT'D FLUSH W/ BASE BY F.C. AT WOOD VENEER. (TYP. ALL STOREFRONT COLUMNS) NOTES: 1. ALL VENEER CORNERS TO BE MITRED SO THAT THERE ARE NO EXPOSED EDGES. 2. ALL DIMENSIONS SHOWN ON THIS PLAN ARE FINISHED DIMENSIONS UNLESS OTHERWISE NOTED. TIJP 14" HIGH CAPITAL '8' EDGE —LIT 'BROOKSTONE' SIGN AND RACEWAY, FURNISHED AND INSTALLED BY SIGN MANUFACTURER. (SEE SHOP DRAWINGS FOR DETAILS.) SIGN MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR LANDLORD APPROVAL. NO EXPOSED FASTENERS 19 21' 9" 1/2" CHERR VENEER PANEL PROVIDE Y D & INSTALLED BY F,.C. 5/8" GYP. BD. O9 3 5 / 8" AfETAL STUDS BY SUB — CONTRACTOR 3/4" CHERRY VENEER FINISHED COLUMN WITH (2) CLEAR ANODIZED ALUMINUM ;NLAD CHANNELS. CHERRY AND ALUM. SUPPLIED AND INSTALLED BY F.C. (TYP. OF 2 STOREFRONT COLUMNS) FINISH EXPOSED END 3" NEUTRAL FRAMING. PAINT "D EXISTING NEUTRAL PIER & FIRE CABINET. PROTECT DURING CONSTRUCTION WEXISTING NEUTRAL PIER. PROTECT DURING CONSTRUCTION. 3" NEUTRAL FRAMING. PANT TO MATCH LANDLORD SPECIFICATIONS 5 8" GYP 8D. ON 3 8" METAL STUDS 8Y SUB — C 3/4" CHERRY VENEER FINISHED COLUMN WITH (2) CLEAR ANODIZED ALUMINUM INLAID CHANNELS. CHERRY AND ALUMINA SUPPLIED AND INSTALLED BY F.C. (TYP. OF 2 STOREFRONT COLUMNS) FINISH EXPOSED END 1/2" CHERRY VENEER PANEL PROVIDED & INSTALLED BY F,.C. --itaG 01v, 1$405 REGISTEPE ARC4ITE . MS a,° F0OF�fh DRAWN BY R.B.C. MARK SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 © 1999 EN HANNA DESIGN GROUP Inc STOREFRONT ELEVATION DANIEL TESSAROLO PROJECT COORDINATOR �1 1/2" CLEAR ANODIZED METAL CAP 3" NEUTRAL FRAMING P —t 3/8" X 3/8" BLACK "F" CHANNEL REVEAL HANNA DESIGN GROUP Inc 5/8" GYP BD RECESSED 3 BEHIND LEASE LINE. P - 1 3" NEUTRAL FRAMING \ P -1 EXISTING NEUTRAL PIER PROTECT DURING CONSTRUCTION B3rookatorae IH:s DRAWING AND /OR SPER CAPON IS PRODDED AS AN INSRtUMENT OF SERVICE DY THE ARCITECT AND 5 INTENDED FOR USE ON THIS PROTECT ONLY. TN5 DRAWING R E H MAINS THE PROPERTY OF THE ARCHITECT AND SHALL eE RETURNED TO HIM UPON DETERMINATION OF INTENT. ALL DRAWIrS, SPECIFlCATONS, DE9GNS, MODELS, ANU ARANGEMENTS APPFMING HEREIN CONSTITUTES THE ORIGeLLL AND UNPUBLISHED WORK R OF THE ARCHITECT. ANY REPRODUCTION, USE Ok DISCLOSURE OF THE ROPRIETARY INFORMATION CONTNNEO HEREIN WRHOUf THE PWOR CONSENT P Oi THE ARCHITECT 5 STRICTLY PROHIBITED. D,,,y • Project Management • General CDroeucticn • KENNETH L BUTTS ARCI-- IIT�C�° A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 CHECKED BY: D.L.T./ K.L.B 4301 WIA£TTE AVE • RDig Meadows L 80008 • PH 847.705.7050 • FX 847.705.7705 • I DESCRIPTION DATE ISSUED FOR ENGINEERING 5/11/99 ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 SSUED FOR FINAL LANDLORD REVIEW 6/14/99 ISSUED FOR BID/ PERMIT 6/14/99 CIT/ OF IIKWILA JUN 14 1999 A -5 CROSSHATCHING INDICATES LANDLORD'S BULKHEAD TO REMAIN UNDISTURBED 'V14' -0" A.F.F. B/ LANDLORD BULKHEAD 12' -0" A.F.F. T/ GYP. BD. SOFFIT 3/8" X 3/8" BLACK "F" CHANNEL 10' -8 5/8" A.F.F. B/ GYP. BD. SOFFIT NEUTRAL FRAMING (P -12) SUB - CONTRACTOR TO PROVIDE & INSTALL 1 HOUR FIRE STOP BETWEEN LEASED SPACE AND MALL AREAS, IF NOT EXISTING. D OT ATTACH TO MALL CEILING SYSTEM 5/8" TYPE 'X' GYP BD. P -1 BUILT -UP BOX BEAM HEADER 0 STOREFRONT (2) TOTAL. EACH HEADER CONSISTS OF DBL. METAL TRACK TOP 350MT20 TOP & BOTTOM W/ #6 SCREWS 0 12" O.C. 9' -0" A.F.F. B/ RACEWAY EDGE -LIT SIGN SUPPLIED AND INSTALLED BY SIGN CONTRACTOR- - SEE SHOP DRARRNGS FOR DETAILS. 6 "H .x 6 "W. RACEWAY FOR SUSPENDED SIGN (REFER TO DET. 2 /A6 FOR SUPPORT RECJIREMENTS.; CENTERLINE OF OVERHEAD GRILLE. 1 3/8" GRILLE GUIDE LEASE UNE 3/4" CHERRY VENEER COLUMN BEYOND (TYP. OF 2) RECESSED CLEAR ANODIZED ALUMINUM CHANNEL EDGE TO BE FLUSH 'A1TH WOOD PANEL BY F.C. 10" BASE TO MATCH 'DORAL.CO" FINISH JJUS28 AT WOOD VENEER EDGE FLUSH WITH RECESSED CHANNEL. BY F.C. 1 . O,. T 9" A 9,. 2' -6" ()STOREFRONT SECTION @ ROLLING GRILLE 17' GRILLE BRACKET AT 13' -3" A.F.F. GRILLE MANUFACTURER TO SUBMIT INSTALLATION DRAWINGS PRIOR TO GRILLE FABRICATION. DOWNLIGHT RECESSED LIGHT FIXTURE. DROPPED SOFFIT - SEE SHEET A -8 FOR ADDITIONAL DETAILS. PAINT P-3 5 /G" TYPE 'X' GYP. BD. ON 6" 20 GA. METAL STUDS AT 16" O.C. SUSPENDED FROM ABOVE W1TH 9 GA. WIRE TIES AT 4' -0" O.C. EACH WAY. PAINT P-1 CHERRY WOOD SLATS AT 24" O.C. PROVIDEED AND INSTALLED BY F.C. SECURE TO 2 x 6 METAL STUD FRAMING PROVIDED & INSTALLED BY SUB- CONTRACTOR 6" GRILLE SLOT TO BE PAINTED BLACK. 1/2" FLAT CUT CHERRY WOOD PANEL. SUPPLIED AND INSTALLED BY FIXTURE CONTRACTOR. 1/2" FLAT CUT CHERRY PANEL 05 F.C. 5/8" TYPE 'X' GYP. BD. BY SUB- CONTRACTOR — RECESSED CLEAR ANODIZED , ALUMINUM CHANNEL APPLIED 10 3/4 ALL ( 4) SIDES. EDGE TO BE FLUSH W/ WOOD PANEL BY F.C. 10" BASE TO MATCH 'DORALCO" FINISH g1JS28D AT WOOD VENEER EDGE FLUSH WITH RECESSED CHANNEL BY F.C. REVEAL DETAIL no scale 3 5/8" 20 GA. METAL STUDS FOR LATERAL BRACING 0 48" O.C. 13' -3" A.F.F. 8/ 17" GRILLE BRACKET 12' -7" A.F.F. B/ GYP. BD. CEILING 10' -0" A.F.F. B/ GYP. BD. SOFFIT 2 X 6 METAL FRAMING AT 2' -0" 0.C. ABOVE CEILING CHERRY WOOD BEAMS AT STOREFRONT PROVIDED & INSTALLED BY SUB - CONTRACTOR INTERMEDIATE VERTICAL STUDS TO BE 48" O.C..ATTACH TO DECK AS REQUIRED BY LANDLORD. STOREFRONT NOTES \ J 1. THE SIGN CONTRACTOR IS RESPONSIBLE FOR ENGINEERING THE SIGN TO PRODUCE EVEN ILLUMINATION: DEVOID OF "HOT SPOTS" OR "SHADOWS ". PAINT INTERIOR SURFACES WHITE. FASTENERS MUST NOT BE EXPOSED TO VIEW. NO WEEP/ VENT HOLES ARE PERMITTED. 2. TENANT'S STOREFRONT CONSTRUCTION AND SUSPENDED CEILING SHALL BE SECURED TO LANDLORD'S STRUCTURAL FRAMING ONLY. NO ATTACHMENT TO LANDLORD'S MALL CEILING SYSTEM OR DECKING SHALL BE PERMITTED. 3. GRILLE MANUFACTURER TO SUBMIT INSTALLATION DRAWINGS TO ARCHITECT AND BROOKSTONE PRIOR TO GRILLE FABRICATION. 4. ANY /ALL WELDING AT NEW STOREFRONT SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH 'AWS' SPECIFICATIONS. 5. DO NOT WELD OR SHOOT INTO LANDLORD STRUCTURE. WIRE OR CLAMP ONLY. ALL COMPONENTS SHOWN IN THIS DETAIL ARE TO BE PROVIDED BY AND INSTALLED BY SUB - CONTRACTOR, EXCEPT AS NOTED OTHERWISE. T.G.C. TO COORDINATE EXACT HEIGHT OF ANGLE SUPPORT WITH SIGN FABRICATOR PRIOR TO WELDING. 5/8" TYPE 'X' GYP .BD. 3/4" CHERRY VENEER PANELS SIGN RACEWAY IS BOLTED W/ 1/2" LAG BOLTS TO SIGN BRACKET, RACEWAY IS PROVIDED & INSTALLED BY SIGN SUB- CONTRACTOR (2) 3 5/8" METAL STUDS BRACED TO STRUCTURE ABOVE. 1/2" DIA. BOLT SECURED INTO SLAB (TYP. BOTH SIDES) 16 GAUGE 1 "X 1 1/2' END STIFFENER (TYP. BOTH SIDES) 3/16" STRUCTURAL ALUM. IS WELDED TO 6 "x12 "x3/8" RACEWAY PLATE, THEN BOLTED TO BLOCKING IN SOFFIT W/ 1/2" LAG BOLTS. PROVIDED & INSTALLED BY SIGN SUB - CONTRACTOR FRAMING DETAILS no scale ' SIGN RACEWAY @ .Ii:: END SUPPORTS BY T.G.C. NOTE: 1. ALL FASTENERS SHOWN TO BE 5/8" TYPE S -12 LOW PROFILE HEAD SCREWS WHICH GIVE A 93 LB. PULLOUT FACTOR AND A 220 LB. SHEAR FACTOR FOR THE THINNEST METAL ATTACHED. 2. FRAMING COMPONENTS AS MANUFACTURED BY 'UNIMAST CORP. JUN 151999 — os T REG;Si'ES;e^ j� ARCH! in l KEMNETH L. &JY'!'R MCP GENERAL NOTES ixooketome SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 HANNA DESIGN GROUP Inc Design • Project Management • General Construction • 4301 WLAETTE AVE • Roip Meadows L 60008 • PH 847.706.7050 • PX 847.705.7705 • KENNETH L BUTTS AF GH'T A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 THIS DRNG AND /OR SPECIFICATION IS PFOYIDED AS AN INSTRUMENT OF SEANCE BY THE ARCHnECT AND 6 INIENDEL Fpt USE ON THIS PROJECT O NLY. THIS DRAWIN AWI R EMNNS THE PROPERTY OF THE ARCHITECT AND SHALL BE RE TURNED 10 HIM UPON DETERMINATION OF INTFM. ALL DRAWINGS SPECIFlCA E OR DESIGNS, MODELS, AND ARRANGEMENTS ARCHITECT. I HEREIN CONSTITUTES THE oAg rAL AND RE PRO WORK OF THE AACHREC ANY REPRODUCTION, USE OR 0 OF P THE PROPRIETARY M TECT r S ST CONTAINED PRO HEREIN W(TH CONSENT OF THE ARCH OUf THE PRIOR ARCHITECT 5 STRICTLY PRONIaNEO. © 1999 BY HANNA DESIGN GROUP :x STOREFRONT SECTIONS DRAWN BY CHECKED BY, R.B.C. D.L.T./ K. ISSUED FOR ENGINEERING 5/11/99 5/12/99 MARK DESCRIPTION DATE ISSUED FOR PRELIM. LANDLORD REVIEW 1- ISSUED FOR FINAL LANDLORD REVIEW ISSUED FOR BID/ PERMIT cfrozo DANIEL TESSAROLO PROJECT COORDINATOR 6/14/99 6/14/99 ,KWI OLNTER A-6 3/4" = 1' -0" SECTION THROUGH SLATWALL y 1' -4' e AC • 0CAL TILE CEIUNG -SEE SHT A -2 A_T -7 WALL PARTITON PAINTED BY .6 CONTRACTOR CHERRY WOOD TRIM LOCATED AT TOP OF SLATWALL PANEL, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR 0 10' -0" AF.F. (1) 5/8" LAYER PLYWOOD MOUNTED TO STUDI'YALL W/ SHEET METAL SCREWS & CONSTRUCTION ADHESIVE SUPPLIED AND INSTALLED BY THE FIXTURE CONTRACTOR. 5/8" PLYWOOD IS GLUED AND SCREWED DIRECTLY TO WALL. 3/4" x 6" 0.C. HIGH PRESSURE LAMINATE SLATWALL ON 5/8" PLYWOOD AS SHOWN FURNISHED AND INSTALLED BY F.C. RECESSED PLUGMOLD. FURNISHED BY FIXTURE CONTRACTOR. SUB - CONTRACTOR TO MSTALL AND CONNECT TO POWER SOURCE. AINT REQUIRED ON G.W.B. 10 SLA FWALL (TYPICAL) 6" MAPLE BASE (TYPICAL) BY F.C. PROVIDE 36" FLEXIBLE CONDUIT BY F.C. EXTEND AND CONNECT TO POWER SOURCE BY SUB - CONTRACTOR JAPLE F'.SCIA PANEL ON RADIUS BIN FIXTURE BY F.C. 2 SUSPENDED G.W.B. CEILING CD REMOVABLE ?OP PLATE CD 5 /8" VMITE MELAMINE BACK PANEL BY F.C. 3/4' MAPLE VENEER PLY (TYPICAL) BY F.C. VERTICAL PLUGMOLD SUPPLIED BY FIXTURE CONTRACTOR, CONNECTION TO POWER SOURCE BY T.G.C. - FIXTURE CONTRACTOR TO VERIFY LEFT OR RIGHT HAND MOUNTED. SEE ELECTRICAL DRAWINGS. 3/4' MAPLE VENEER PLY (TYPICAL) CD BY F.C. RECESSED STYLMARK "U" CHANNEL #110024 (TOPICAL) Br FC. TAPE TOP EDGE MAPLE (TYPICAL) 87 F.C. HDWD SUPPORT CLEATS (TYPICAL) BY F.C. /2 CL OF _U REMOVABLE BLACK EGG CRATE ON STYLMARK "U" CHANNEL #110022 BY F.C. (TYPICAL) 3/4" MAPLE VENEER PLY (TYPICAL) (CD BY P.C. 6" MAPLE BASE BW -1 BY F.C. (TYP.) EXTEND W000 FLOOR PLANKS UNDER RADIUS BINS 3/4" = 1' - 0" (5/8' 3/4 I, 7/16" 6 5/16" 7/ 16" 5/1 A STICAL TILE CBUNG -SEE SHT A -2 M7 WALL PARTITION PAINTED CD. BY SUB - CONTRACTOR CHERRY WOOD TRIM LOCATED AT TOP OF SLATWALL PANEL, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR O 10' -0" A.F 1 1/4" DIA. STEEL TUBE W/ 5' DIA. STEEL PLATE BY F.C. (1) 5/8" LAYER PLYWOOD MOUNTED TO STUDWALL W/ SHEET METAL SCREWS & CONSTRUCTION ADHESIVE SUPPLIED AND INSTALLED BY THE FIXTURE CONTRACTOR. HOLE BORING & SHELF PIN BY F.C. 3/4" x 6" O.C. HIGH PRESSURE LAMINATE SLATWALL ON 5/8" PLYWOOD AS SHOWN FURNISHED AND INSTALLED BY F.C. METAL SLATWALL BY FIXTURE CONTRACTOR SUPPORTED BY LINE BORING HOLE PINS_ RECESSED PLUGMOLD, FURNISHED BY FIXTURE CONTRACTOR. SUB - CONTRACTOR TO INSTALL AND CONNECT TO POWER SOURCE. .. x iS" x 90ERTICAL PANEL OF 9/1 6' CHERR Y M 14" DEEP x 44" WADE x 9/16" CHERRY SHELF. W/ 1/2" x 5/8" CHERRY HDWD FRONT LIP. BAND CHERRY ON ALL EXPOSED MDF EDGES BY F.C. CHERRY WOOD TRIM LOCATED AT TOP AND BOTTOM CF SLATWALL PANEL, FURNISHED AND INSTALLED BY FIXTURE CONTRACTOR PROVIDE (3) HARDWARE BRACKETS FOR SUPPORT TIE -IN TO SLATWALL BY F.C. SPECIFIC HARDWARE SUBJECT TO APPROVAL BY BROOKSTONE CONSTRUCTION DEPT. 1 1/4" DIA STEEL TUBE W/ 5" DIA. STEEL PLATE BY F.C., DO NOT ANCHOR TO FLOOR 6" MAPLE BASE BM'-1 (TYPICAL) BY F.C. SECTION THRU NON— GRAPHIC DISPLAY 6 5/16" 7/16 EO 7 7 5/16 3 5/8" METAL STUD BRACING AT 46" O.C., T.G.C. TO MAINTAIN FIRE RATING WHERE NECESSARY. ELECTRICAL WRING FOR LIGHTING BY F.C. RECESSED srn_NARK "U" CHANNEL #110024 (TYPICAL OF 3) BY F.L. 3/4' MAPLE VENEER PLY (TYPICAL) BY F.C. CONTINUOUS WOOD BLOCKING BY F.C. FLUORESCENT IZ DXTURES SUPPLIED BY FIXNRE CONTRACTOR, CONNECTED TO POWER SOURCE BY SUB - CONTRACTOR FASCIA PANEL PL-6 ON RADIUS BIN FIXTURE. BY F.L. STYLMARK "U" CHANNEL #110022 BY F.0 (TYPICAL OF 3) REMOVABLE BLACK EGG CRATE BY F.C. (TYPICAL) 5/8" WHITE MELAMINE RECESSED BACK BY F.C. 3/4" AIR SPACE GYPSUM WALL BOARD BY SUB - CONTRACTOR SECTION DETAIL THROUGH BIN SHELF 3" = 1' —O" PROVIDE 36" FLEXIBLE CONDUIT EXTENSION BY F.C. CONNECT TO POWER SOURCE BY SUB - CONTRACTOR FASCIA PANEL ON RADIUS BIN FIXTURE. BY PC 1/2' REMOVABLE SCRIBE BY EC FLUORESCENT LIGHT FIXTURES SUPPLIED BY FIXTURE CONTRACT, CONNECTED TO POWER SOURCE EY SUB - CONTRACTOR REMOVABLE TOP PLATE R'S ON RADIUS BIN FIXTURE. BY F.C. STYLMARK "U" CHANNEL #110022 (TYPICAL OF 3) BY T.C. \ SECTION DETAIL THROUGH BIN SOFFIT REMOVABLE BLACK EGG CRATE (TYPICAL) BY F.C. 5 /8" 011101 MELAMINE RECESSED BACK 87 F.C. 3/4" AIR SPACE GYPSUM WALL BOARD BY SUB - CONTRACTOR M1 SECTION THRU GRAPHIC DISPLAY 3/4" — 1' -0" NOTE: 1. FOR 15" DP. SHELF UNITS, SPACE SHELVES 12" APART (VERTICAL SPACING) 2. FOR 24" DP. SHELF UNITS, SPACE SHELVES 20' APART (VERTICAL SPACING) 16 GA GALVANIZED STEEL VERTICAL (ttUPRIGHT PICAL) CHANNELS 5/8" TYPE 'X' GYP. BD. 3 5/8" METAL STUD WHIP BY STORE FIXTURE CONTRACTOR WIRED AND CONNECTED TO POWER SOURCE BY ELECTRICAL SUBCONTRACTOR OF T.G.C. ACOUSTICAL TILE CEILING -SEE SHT A -2 DROP SOFFIT SEE SHEET A -8 FOR 6" METAL STUD TO SECURE GRAPHIC PANEL 'FO SOFFIT 3/4" F.R.T. PLYWOOD SOFFIT CONSTRUCTION FOR ATTACHMENT OF FIXTURE MOUNTING PLATE BY FRAMING SUB - CONTRACTOR, ENCLOSED 111TH GYP. BD. 5/8" GYP. 8D. "WORLD" SIGNS FURNISHED BY BROOKSTONE INSTALLED BY BROOKSTONE SIGN CONTRACTOR. (1) PER GRAPHIC DISPLAY AREA. ALSO SEE SHEET A2 FOR LOCATIONS AND SHEET A4 FOR ELEVATIONS. 3" x 1,` x 108" VERTICAL PANEL OF 9/16 CHERRY MDF, W/ RECESSED PLUG MOLD ON BACK EDGE OF PANEL SUPPLIED & INSTALLED BY F.C. (3) 47" BANNER TRACK AND HARDWARE, FURNISHED BY BROOKSTONE; INSTALLED BY GENERAL CONTRACTOR. MOUNTED 1 2' CLEAR FROM SOFFIT REFER TO ANNER TR ACK LAYOUT 10/A7 METAL SLATWALL BY FIXTURE CONTRACTOR SUPPORTED BY BORING HOLE PINS. WALT. PARTITION PAINTED P-T BY SUB- CONTPACTOR 14" DEEP x 44" WIDE x 9/16" CHERRY SHELF, W/ 1/2" x 5/8" CHERRY HDWD FRONT LIP. BAND CHERRY ON ALL EXPOSED MDF EDGES BY F.C. 44" WIDE NESTING BUNKER W/ 2 LAYERS 3/4" CHERRY MDF W/ ALL EXPOSED EDGES CHERRY BANDED. 5" ALUMINUM FINISH LOCKING CASTERS. BY F.C. 38" WIDE PLATFORM W/ 2 LAYERS 3/4" CHERRY MDF W/ ALL EXPOSED EDGES CHERRY BANDED. 5' ALUMINUM FINISH LOCKING CASTERS. BY F.C. 6" MAPLE BASE CD (T' PICAL) BY F.C. X- BRACING FOR STABILITY TYPICAL AT ALTERNATE SECTIONS O O 2'-0" , AA SECTION THRU BACKWRAP 34/" = 1' -0" WALL SURFACE -- METAL ELVES (TYPICAL) SECTION STOCK ROOM SHELVING DETAIL NOT TO SCALE 0 ACOUSTICAL 11. CEILING -SEE SHT A -2 A-7 5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING ON 3 5/8" METAL STUDS 16" ON CENTER (MAX.) BY TENANTS CONTRACTOR TO BE PAINTED P-3 3 5/8" METAL STUD BRACING AT 48" O.C., T.G.C. TO MAINTAIN FIRE RATING WHERE NECESSARY. PROVIDE 36" CONDUIT (TYPE AS REQUIRED PER LANDLORD'S TO POWER SOURCE TECHNICAL MANUAL) BY SUB-CONTRACTOR CONNECT 10" BRUSHED STAINLESS STEEL PIN MOUNTED "BROOKSTONE" SIGN, FURNISHED AND INSTALLED BY BROOKSTONE'S SIGN CONTRACTOR_ 5/8 GYPSUM BOARD PAINTED P-3 SURFACE MOUNTED FLUORESCENT FIXTURE PROVIDED BY BROOKSTONE, INSTALLED BY SUB - CONTRACTOR POLICY SIGN PANELS PROVIDED AND TALLED By BROONSTONE SIGN CONTRACTOR. SEE DET. 6/A7. 5/8" GYPSUM BOARD PAINTED P-3 BACK WRAP CASEWORK BY STORE FIXTURE CONTRACTOR (3) DUPLEX OUTLETS. SEE ELECTRICAL DRAWINGS FOR LOCATION WALL PARTITION PAINTED P-3 BY SUB - CONTRACTOR FAUX "ACORN" NUTS PROVIDED BY SIGN CONTRACTOR. SIGN PANEL ELEVATION POLICY SIGN PANELS NOT TO SCALE BROOKSTONE SIGN CONTRACTOR TO PROVIDE CLEATS AND MOUNTING HARDWARE GALVANIZED STEEL END PIECE CRIMPED TO WOOD SHELF FOR EASY ATTACHMENT TO UPRIGHTS 3 1/2 ", 47 TRACK 47" TRACK -i CLEAR GRAPHIC GRAPHIC 2 GRAPHIC DISPLAY AREA DISPLAY AREA DISPLAY AREA 11 JUN 1 5 13' =9 BANNER TRACK LAYOUT 3/8" = 1' -0" GENERAL NOTES i3rooketorae SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 12' -6 KENNETH L BUTT AFRCI- -HTEC-r A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 TO THIS DRAWINGMID / OR 6PECIFIG6OH 5 PR OVIDED A6 PN INSTRUMENT OF SERVICE xis ARCWTECT AND K „MENDED FO R USE ARCH ON CT THIS PROJECT ONLY. T DRAWIN1wN5 T PROPETY OF THE RRE AND SHML BE RETURNED HIM UPo N RE DETERMINA 110N OL IIFIEM ALL E DRAWINGS. SPECIBGTIONS, DESIGNS. MODELS, MID ARRANGEMENTS APPEARING HREIN CONSRNTES THE ORIl AND UNPUBLISHED WORK OF THE ARCHITECT. ANY REPRODUCTION, USE OR DISCIMURE Z, THE PROPRIET Z I NFORMATION CONTAINED HEREIN WFDIOLR THE PRIOR CONSENT OF „FIE ARCHITECT 5 STRICTLY PROM &TED. © 1999 BY HANNA DESIGN GROUP Inc DRAWN Er, R.B.C. ..,.., "' GU`,RK DESCRIPTION ! ,17 U1SJJ 0 �.ji51�r HANNA DESIGN GROUP Inc WALL FIXTURE SECTIONS, STOCKROOM SHELVES ISSUED FOR ENGINEERING ISSUED FOR PRELIM. LANDLORD REVIEW ISSUED FOR FINAL LANDLORD REVIEW ISSUED FOR BID/ PERMIT q-ozDI DANIEL TESSAROLO PROJECT COORDINATOR 47" TRACK 3 )/2 " CLEAR CHECKED BY: D.L.T./ K.L.B. crry Ft•FI1/FD of TLIKWILA JUT PERMIT CENTER SHEET Project MaLegernent • Newel CO218W t008 • 4301 WILMETTE AVE • Rofg Meadows L 60008 • PH 8473051050 • FX 847.7007705 • 5/12/99 6/14/99 6/14/99 A -7 J d;NCTION BOX MOUNTED ABOVE CEILING (ACCESSIBLE THROUGH LAY -IN CEILING) BY SUB- CONTRACTOR SOFFIT PLUGMOLD INSTALLED AND PRE -BRED BY FIXTURE MANUFACTURER. CONNECT TO POWER SOURCE BY SUB- CONTRACTOR GRAPHIC DISPLAY DETAIL (TYP.) NOT TO SCALE D GRAPHIC DISPLAY SOFFIT SECTION A8 3/4" = 1' -0" "SCHLUTER" MODEL: Al25 MILL FINISH ZINC. .ANGLE, PROVIDED & INSTALLED BY ROLLING GRILLE FLOORING CONTRACTOR WOOD FLOORING 1/4" PLYWOOD LAYER GLUED TO FLOOR SLAB (TYP.) EXISTING CONCRETE CONTINUOUS 3/4" F.R.T. PLYWOOD SOFFIT CONSTRUCTION PLATE BY T G C. FOR ATTACHMENT OF FIXTURE MOUNTING A.C.T. SUSPENDED FROM DECK ABOVE METAL TRIM ANGLE B FASCIA BY SUB - CONTRACTOR A -1 5/8" GYP. BD. P -1 FACE OF GYP. BO. WALL WHIP FURNISHED WITH WALL PANEL BY P.C. , CONNECTED TO J -BOX LIVE \ END BY SUB - CONTRACTOR (2) WHIPS PER J -BOX O w00D FLOOR /MALL FLOOR HALF SCALE WOOD FLOORING INSTALLATION GUIDELINES 1. INSTALL 1/4" UNDERLAYMENT 2. INSTALL CENTER WOOD FLOORING S. ROUT 7/8" x 1/16" AT TRANSITION LOCATION (RECESSED INTO SUBFLOOR) 4. INSTALL TRANSITION W/ 1/4" STAPLES 5. INSTALL BORDER WOOD FLOORING 6. ROUT AND INSTALL OUTSIDE TRANSITION 7. LEVEL FLOOR W/ LEVELING COMPOUND 8. INSTALL CARPET A —t 5/8" TYPE "X" GYP. BD. TO 6" ABOVE ADJACENT CEILING ON 3 5/8" METAL STUDS B 16 0.0. TO DECK ABOVE. BRACE TO DECK AS REQUIRED. PAINT MALL FLOORING 3 8" EAL U B 16" O.C. TO M5 /ALL M T STRUCTU DS ABOVE METAL STUD KICKERS FOR LATERAL SUPPORT OF SOFFIT AT 48" 0 C. COORDINATE CONNECTION TO MALL STRUCTURE WITH LANDLORD'S REPRESENTATIVE. TOP Sc BOTTOM OF SOFFIT FRAMING - TRACK ARE MANU. BY "FLEX -C TRAC" TO ORDER CONTACT, MANNY MEYER PHONE: 1 (800) 262 -9680 A.C.T. SUSPENDED FROM DECK ABOVE WITH METAL TRIM ANGLE 0 FASCIA - W - 3 �w 2 w1 _ NOT TO SCALE WOOD FLOOR /WOOD FLOOR HALF SCALE W -3 • 1 TYP" WOOD FLOOR SHADOW BOX DETAIL (TYP.) I � 5/8" TYPE "X" GYP. BD.. PAINT FS " —(2) LAYERS 1/4" GYP. BD. TO 6" ABOVE ADJACENT CEILING ON 3 5/8" METAL STUDS 0 16 O.C.. PAINT P-3 STOREFRONT SOFFIT SECTION 3/4" = 1' -0" 1/4" PLYWOOD LAYER GLUED TO FLOOR SLAB. WOOD FLOORING "SCHLUTER" MODEL: ' 100, MILL FINISH ZINC ANGLE, PROVIDED & INSTALLED BY FLOORING CONTRACTOR, RECESSED INTO PLYWOOD & 8 " STAPLED TO UNDERLAYMENT. EXISTING CONCRETE J BOX DRYWALL SOFFIT VARIES (REFER TO SHEET A -2) EXTEND FLEXIBLE WHIP TO J -BOX ABOVE SUSPENDED CEIUNG BY SUB - CONTRACTOR MAKE CONNECTION TO PIGTAIL BY SUB - CONTRACTOR VERTICAL PLUGMOLD IN FIXTURE INSTALLED BY FIXTURE MANUFACTURER, EXTEND AND CONNECT FO POWER SOURCE BY V.G.C. REFER TO SHEET El FOR LEFT OR RIGHT HAND PLUGMOLD LOCATION. —LIGHT FIXTURE ON BOTTOM OF SHELF INSTALLED BY FIXTURE MANUFACTURER CONNECT TO POWER SOURCE BY SUB - CONTRACTOR SEE APPROVED FIXTURE FABRICATION SHOP DRAWINGS. FOP. VARIATIONS ON THIS DESIGN, ELECTRICAL REQUIREMENTS ARE AS PER SHEET E -1. EXTEND VNDERLAYMENT 1/4 PAST TRANSITION NEW MARBLE THRESHOLD r —i EXISTING CONCRETE VINYL /CONCRETE HALF SCALE CONDUIT CONCEALED IN PARTITION II LJ 12' -7" A.F.F.$ 10' -0" A.F.F.$ WOOD FLOORING NOT TO SCALE OINOOD FLOOR /CARPET HALF SCALE HALF SCALE JUNCTION BOX ABOVE CEILING U J PLUGMOLD IN SLATWALL (TYP.) NOTE: SUB - CONTRACTOR TO SUPPLY & INSTALL AN INDEPENDENT STRUCTURAL SUPPORT SYSTEM FOR THE CHERRY WOOD BEAMS, (2 LOCATIONS). STRUCTURAL SUPPORT SYSTEM TO CONSIST OF 6" METAL STUD FKAMA"NG AT 24" O.C. DIRECTLY ABOVE GYP. BD. OR CEILING CEILING, SUPPORTED 0 6' -0" O.C. FROM LANDLORD'S STRUCTURE ABOVE. T.G.C. TO COORDINATE CONNECTION TO LANDLORD'S STRUCTURE ABOVE 'WITH LANDLORD'S REPRESENTATIVE. JOISTS TO HAVE 6" SIDE VERTICAL. SUB - CONTRACTOR TO ATTACH BEAM W/ HEAVY GA. BRE W/ PIPE SLEEVE THRU CEILING WRAPPED AROUND FRAMING SOFFIT: 5/8" TYPE "X" GYP. BD. ON 6 "x20 GA. STUDS B 16" 0.0 SUSPENDED FROM STRUCTURE ABOVE W/9 GAUGE WIRE DES B 4' -0" O.C. EA. WAY. P (MAX). _ TRACK SURFACE MOUNTED TO SUSPENDED CEILING TRACK HEAD TO BE LOCATED SO AS NOT 00 INTERFERE WITH BEAMS CROSS BRACING B 48" O.C. 5/8" DRYWALL CEILING SURFACE P-1 CARPET APPLIED OVER FLOOR LEVELING COMPOUND TAPERED AT BACK FROM ZINC EDGE. ANGLE FOR 36" MINIMUM SO CARPET PROJECTS 1/8" ABOVE TOP OF ANGLE. NGLE PROVIE MODEL: NSTALLED BY IS CONTRACTOR, REC INTO PLYWOOD & S TO UNDERLAYMENT 1/4" PLYWOOD LAYER GLUED TO FLOOR SLAB (TIP.) EXISTING CONCRETE 'NOTE: PROVIDE FLUSH TRANSITION FROM MALL FLOOR FINISH TO INTERIOR; FLOOR LEVELING IN ACCORDANCE WITH SPFCIFICAT1V -,S. METAL STUD KICKERS FOR LATERAL SUPPORT OF SOFFIT AT 48" O.C. COORDINATE CONNECTION TO MALL STRUCTURE WITH LANDLORD'S REPRESENTATIVE. TOP & BOTTOM OF SOFFIT FRAMING TRACK ARE MANU. BY "FLEX -C TRAC" TO ORDER CONTACT: MANNY MEYER PHONE: 1 (800) 262 -9680 A.C.T. SUSPENDED FROM DECK ABOVE WITH RADIUSED METAL TRIM ANGLE 0 FASCIA A-t 1 11' 6" A.F.F. SUSPENDED CHERRY WOOD BEAMS (2 "x4" & 2 "x10 ") AT 24" O.C., SECURED TO METAL 2 X 6 METAL STUDS ABOVE DRYWALL BY SUB - CONTRACTOR CHERRY WOOD BEAMS PROVIDED & INSTALLED BY F.C. CARPET "MERCER" VINYL REDUCER TRANSITION 4700 COLOR: #206 SEALED CONC. EXISTING CONCRETE SUSPENDED CEILING BY SUB - CONTRACTOR SLATWALL NOTE PLUGMOLD IS INSTALLED ON PARTITION - SLATWALL HAS BEEN CUT TO FIT AROUND PLUGMOLD (TYPICAL) PLUGMOLD - SEE SPEC'S PROVIDED BY F.C., INSTALLED AND CONNECTED BY SUB - CONTRACTOR //8" TYPE "X" GYP. BD., PAINT (2) ABOVE LAYERS CEILING ON 3 BD 065/8" METAL STUDS © 16 O.C., PAINT P-2 3 -0" E TEND UNDTRANSITICNJ ERLAYMEENT 1/4 PAST O CONCRETE /CARPET H SCALE O c HALF SCALE TYPICAL CHERRY BEAM DETAIL N.T.S. 3 5/8" METAL STUDS © 16" O.C. TO MALL STRUCTURE ABOVE SOFFIT: 5/8" TYPE "X" GYP. BD. ON 6 "x20 GA. STUDS @ 16" O.C. SUSPENDED FROM STRUCTURE ABOVE W/9 GAUGE WIRE TIES B 4' -0" O.C. EA. WAY. (MAX). P-1 TRACK SURFACE MOUNTED TO ACOUSTICAL CEILING, TRACK HEAD TO BE LOCATED SO AS NOT TO INTERFERE WITH BEAMS CENTER "DONUT" SECTION 3/4" = 1' -0" CARPET W/ LEVELING COMPOUND APPLIED IN TAPERED MANNER BACK FROM ZINC ANGLE FOR 36 ", SO CARPET PROJECTS 1/8" ABOVE_ TOP OF ANGLE "SCHLUTER" MODEL: A100, MILL FINISH ZINC ANGLE, PROVIDED & INSTALLED BY FLOORING CONTRACTOR, RECESSED INTO PLYWOOD & STAPLED. — WOOD FLOORING 8' 1/4" PLYWOOD LAYER GLUED TO FLOOR SLAB (TYP.) EXISTING CONCRETE Lfl WOOD FLOOR /CARPET SCREW 6" METAL STUD MEDIUM GAUGE WIRE 5 8 " BD. 'X' G . (E EAN W`EMERY) SCREW HOOK IN BEAM BLOCKING TO CHERRY WOOD BEAM 11' -6" A.F.F.$ V.F.F. 9 REGISTERED ARCH3A'ERT 1F, SCE.F:NETH L. NSrRS GENERAL NOTES 1 3rookatorae SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 MISC. DETAILS DRAWN BY: R.B.C. MARK HANNA DESIGN GROUP Inc CHECKED BY: D.L.T./ K.L.B DESCRIPTION DATE g r l-X ILA UII r DANIEL TESSAROLO PROJECT COORDINATOR Project Management • General Construction 4301 WLMETTE AVE • Rolm Meadows L 80008 • PH 847.705.7050 • FX 847.705.7705 • KENNETH L BUT" AIRCHITECT 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 TH IS DRAWING AID /OR SPECIFICATION 5 PRONDED AS AN INSTRUMENT OF SERVICE BY THE MCHRECT AID IS INTENDED FOR USE ON TH5 PROJECr ONLY. TH5 DRAWING RFNNNS TIE PROPERTY OF THE MCHRECT AID SHALL BE RETURNED TO HIM UPON DEIERMINATON OF MEM. ALL DRAWINGS, SPECIFICATONS. DESIGNS, =Mg MODELS. AND MRANGEMENIS APPEARING HEREIN CONSTITUTES TIE ORIGINA AND WORK OF THE ARCHRECT. ANY REPRODUCTION, USE OR DSCLOSURE OF THE PROPRI MY MFOR ITT COMANED HEREIN WIDKKIi THE PRIOR CONSEM OF THE MLH(IECf IS STRICTLY PROHIBREO. © 1999 RY HANNA DESIGN GROUP Inc ISSUED FOR ENGINEERING 5/11/99 ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 ISSUED FOR FINAL LANDLORD REVIEW 6/14/99 ISSUED FOR BID/ PERMIT 6/14/99 • SPECIFICATIONS TENANT CRITERIA SECTION 01010 - SUMMARY OF WORK TO AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM EXPOSED OR FINISHED HED SI INTO CONCEALED F TEMPORARILY O OCEALED SURACES. TEMPORAILY COVER OPENINGS WHEN NOT IN USE. BY -PASS UTILITY SERVICES SUCH AS PIPE AND CONDUIT, BEFORE CUTTING. WHERE SUCH UTILITY SERVICES ARE SHOWN OR REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED, CUT -OFF CONDUIT AND PIPE IN WALLS OR PARTITIONS TO BE REMOVED. AFTER BY -PASS AND CUTTING, CAP VALVE, OR PLUG AND SEAL TIGHT REMAINING PORTION• OF PIPE AND CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER. . PATCHING: PATCH WITH SEAMS WHICH ARE DURABLE AND AS INVISIBLE AS MECHANICAL: ALL SYSTEMS IN OPERATING CONDITION, ALL CONTROLS, DIFFUSERS AND REGISTERS COMPLETE, SYSTEMS BALANCED (BALANCING REPORT REQUIRED FOR PUNCH LIST INSPECTION) ALL PLUMBING COMPLETE. 5. ELECTRICAL' ALL SYSTEMS IN OPERATING CONDITION, COMPLETE WITH TRIM, ALL LIGHT FIXTURES OPERABLE WITH LAMPS AND LENSES, MAINTENANCE DATA. 6. CERTIFICATE OF OCCUPANCY OBTAINED FROM LOCAL AGENCIES. 7. LANDLORD APPROVAL TO OPEN FOR BUSINESS. SECTION 02060 EXISTING CONDITIONS GENERAL NOTES DESCRIPTION OF WORK: A. DESCRIPTION OF REQUIREMENTS: - THE WORK INDICATED IN THE CONSTRUCTION DOCUMENTS IS INTENDED TO DELINEATE THE SCOPE OF WORK REQUIRED TO CONSTRUCT A COMPLETE PROJECT. SECTION 01045 - CUTTING AND PATCHING GENERAL CONSTRUCTION WORK FOR CONSTRUCTING AND FINISHING THE INTERIOR AND STOREFRONT OF THIS STORE FOR RETAIL USE. DEFINITIONS: IN THIS CONTRACT FOR GENERAL CONSTRUCTION. THE TERMS: GENERAL /CONSTRUCTION CONTRACT, GENERAL CONTRACTOR, CONTRACTOR. TENANTS GENERAL CONTRACTOR AND T.G.C. ARE INTERCHANGEABLE. REFER TO SHEET 5 -1 FOR ASBREVIATIONS. t. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, L LOCAL AND SHOPPING CENTER CRITERIA INCLUDING ANY SOUTHCFNTFR MAII L OCAL C WHIO1 SHALL BF PART OF THESE CONTRACT DOCUMENTS THE A. B. C. D. E. F. G. DESCRIPTION OF REQUIREMENTS: DEFINITION: CUTTING AND PATCHING" INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OR PERFORMACE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. "CUTTING AND PATCHING" IS PERFORMED FOR COORDINATION OF THE WORK, TO UNCOVER WORK FOR ACCESS OR INSPECTION, TO OBTAIN SAMPLES FOR TESTING, TO PERMIT ALTERATIONS TO BE PERFORMED OR FOR OTHER SIMILAR PURPOSES. CUTTING AND PATCHING PERFORMED DURING THE MANUFACTURE OF PRODUCTS OR DURING THE INITIAL FABRICATION, ERECTION OR INSTALLATION PROCESSES IS NOT CONSIDERED TO BE CUTTING AND PATCHING UNDER THIS DEFINITION. DRILLING OF HOLES TO INSTALL FASTENERS AND SIMILAR OPERATIONS ARE ALSO NOT CONSIDERED TO BE CUTTING AND PATCHING. SELECTIVE DEMOLITION" IS RECOGNIZED AS A RELATED BUT SEPARATE CATEGORY OF WORK WHICH MAY OR MAY NOT REQUIRE CUTTING AND PATCHING AS DEFINED IN THIS SECTION, REFER TO SELECTIVE DEMOLITION SECTION OF DIVISION 2. REFER TO OTHER SECTIONS OF THESE SPECIFICATIONS FOR SPECIFIC CUTTING AND PATCHING REQUIREMENTS AND LIMITATIONS APPLICABLE TO INDIVIDUAL UNITS OF WORK. UNLESS OTHERWISE SPECIFIED REQUIREMENTS OF THIS SECTION APPLY TO MECHANICAL AND ELECTRICAL WORK REFER TO DIVISION - 15 AND DIVISION 16 SECTIONS FOR ADDITIONAL REQUIREMENTS AND LIMITATIONS ON CUTTING AND PATCHING OF MECHANICAL AND ELECTRICAL WORK. QUALITY ASSURANCE: REQUIREMENTS FOR STRUCTURAL WORK: DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR OF LOAD DEFLECTION RATIO. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY RELATED COMPONENTS IN A MANNER THAT WOULD RESULT IN A REDUCTION OF THEIR CAPACITY TO PERFORM IN THE MANNER INDICATED INCLUDING ENERGY PERFORMANCE OR THAT WOULD RESULT IN INCREASED MAINTENANCE, OR DECREASED OPERATIONAL LIFE OR DECREASED SAFETY. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK EXPOSED ON THE BUILDINGS EXTERIOR OR IN ITS OCCUPIED SPACES, IN A MANNER THAT WOULD IN THE ARCHITECTS /ENGINEERS OPINION, RESULT IN LESSENING THE BUILDINGS AESTHETIC QUALITIES. DO NOT CUT AND PATCHWORK IN A MANNER THAT WOULD RESULT IN SUBSTANTIAL VISUAL EVIDENCE OF CUT AND PATCHWORK. REMOVE AND REPLACE WORE JUDGED. BY THE TENANT REPRESENTATIVE TO BE CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. SUBMITTALS: PROCEDURAL PROPOSAL FOR CUTTING AND PATCHING WHERE PRIOR A. T.G.C. IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS' AND TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED AS SHOWN ON THE ARCHITECTURAL PLAN. B. UTILITIES OF RECORD ARE SHOWN ON THE DRAWINGS IN SO FAR AS POSSIBLE TO DO S0. HOWEVER, THEY ARE SHOWN FOR CONVENIENCE ONLY AND THE TENANT ASSUMES NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE DRAWINGS. C. T.G.C. TO VERIFY ELEVATION AND CONDITION OF EXISTING FLOOR SUBSTRATE AND REPORT TO THE OWNER IN WRITING IF THERE ANY OF THE FOLLOWING CONDITIONS: 1. VARIATION OF 1/2" OR MORE OVER ENTIRE FLOOR AREA OF PROJECT. 2. SLOPES OF 1 /8" PER 10 FEET OR GREATER IN ANY AREA OF THE PROJECT. 3. ROUGH OR UNSTABLE S'JASTRATE SURFACES REQUIRING EXTENSIVE REMEDIAL WORK. D. T.G.C. TO VERIFY CONDITION CF EXISTING COMPONENTS WHEN THEY ARE TO BE REUSED THESE SHALL BE OPERATIONAL AND FREE OF AESTHETIC FLAWS AND SUITABLE FOR THEIR INTENDED USE. REFER ANY QUESTIONS TO THE OWNER IF THERE IS DOUBT CONCERNING THE ACCEPTABILITY OF ANY COMPONENT PROVIDE THE OWNER A COST OF REPLACING THE QUESTIONABLE COMPONENTS. VERIFY THAT EXISTING SURFACES WILL PROVIDE A SUITABLE SUBSTRATE FOR NEW MATERIALS AND FINISHES TO BE INSTALLED. HAZARDOUS MATERIALS: POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES FOR THE WORK. WHERE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF WORK. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND WHERE NECESSARY EXTEND FINISH RESTORATION INTO RETAINED ADJOINING WORK IN A MANNER WHICH 'HALL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS FROM ONE FINISHED AREA INTO ANOTHER FINISHED AREA, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE. IF NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE, REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS. WHERE PATCH OCCURS IN A SMOOTH PAINTED SURFACE, EXTEND FINAL PANT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING PATCH AFTER PATCHED AREA HAS RECEIVED PRIME AND BASE COAT. CI FANING T.G.C. SHALL FOR A IS THE IS ON AND MADE, ALL THAT AS AND FOR IN TO CRI TERIA BE RESPONSIBLE FOR TAKING OUT AND PAYING FOR ALL PERMITS AND FEES. 2. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH 1987 A!A DOCUMENT A- 201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 3. THE FOLLOWING ITEMS MODIFY. CHANGE, DELETE FROM OR ADD TO THE GENERAL CONDITIONS OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR AIA DOCUMENT A -201. THE UNALTERED PROVISIONS SHALL REMAIN IN EFFECT. SUPPLEMENTAL CONDITIONS ARTICLE 11 ADD THE FOLLOWANG PARAGRAPHS: THE INSURANCE REQUIRED BY SUB - PARAGRAPH 11.1 SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF UABILITY REQUIRED BY LAW, THOSE SET FORTH BELOW, OR THOSE SPECIFIED BY THE LANDLORD, WHICHEVER IS GREATER. AND SHALL INCLUDE CONTRACTUAL _ A INSURANCE AS APPUCABLE TO THE CONTRACTORS OBLIGATION LINGER PARAGRAPHS 11.1.17. THOROUGHLY CLEAN AREAS AND SPACES WHERE WORK IS PERFORMED OR USED AS ACCESS TO WORK. REMOVE COMPLETELY PAINT, MORTAR, OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN PIPING, CONDUIT AND SIMILAR FEATURES BEFORE PAINTING OR OTHER FINISHING IS APPUED. RESTORE DAMAGED PIPE COVERING TO ITS CR:C/NAL CONDITION. SECTION 01600 MATERIAL AND EQUIPMENT 1. 'WORKMAN'S COMPENSATION AND OCCUPATIONAL DISEASE INSURANCE A. STATE - STATUTORY B. APPLICABLE FEDERAL - STATUTORY (E. G. LONGSHOREMAN. HARBOR WORK, WORK OUTSIDE US BOUNDARIES C. EMPLOYERS LIABILITY - $2,000,000.00 D. BENEFITS REQUIRED BY UNION LABOR CONTRACTS - AS APPLICABLE 2. COMPREHENSIVE GENERAL LIABILITY (INCLUDING PREMISES. . OPERATIONS: INDEPENDENT CONTRACTORS PROTECTIVE, PRODUCTS AND COMPLETED OPE ATION: BROAD FORM PROPERTY DAMAGE, AUTOMOBILE COVERAGE, AND CONTRACT UABILITY) A. BODILY INJURY: $2.000,000.00 - EACH OCCURRENCE $2,000,000.00 - AGGREGATE, PRODUCTS AND COMPLETED OPERATIONS 8. PROPERTY DAMAGE (INCLUDING WATER DAMAGE AND SPRINKLER LEAKAGE, LEGAL LIABILITY) $2,000,000.00 - EACH OCCURRENCE $2,000,000.00 - AGGREGATE C. PRODUCTS AND COMPLETED OPERATIONS SHALL BE MAINTAINED MINIMUM PERIOD OF 1 YEAR AFTER FINAL PAYMENT AND CONTRACTOR SHALL CONTINUE TO PROVIDE EVIDENCE OF SUCH COVERAGE TO OWNER ON AN ANNUAL BASIS DURING THE AFOREMENTIONED PERIOD. D. PROPERTY DAMAGE UABIU TY INSURANCE SHALL INCLUDE COVERAGE FOR EXPLOSION AND COLLAPSE. E. CONTRACTUAL UABI LIABILITY (HOLD - HARMLESS COVERAGE) 1. BODILY INJURY ITV (H ,000.00 - EACH COVERAGE) 2. PROP. DAMAGE $2,000,000.00 -EACH OCCURENCE $2,000,000.00 - AGGREGATE F. PERSONAL INJURY, WITH EMPLOYMENT EXCLUSION DELETED: $2,000,000.00 - EACH PERSON COMPREHENSIVE AUTOMOBILE LIABILITY (OWNED, NON- OWNEG, HIRED) 3. COMPREHENSIVE E E H EN SIVE UABILITY L A BODILY RaOIRY-$2,00BILITY0( ABD, Y (OWNE D N EACH PERSON - OW - $2,000,000.00 EACH OCCURRENCE B. PROPERTY DAMAGE - $2,000,000.00 EACH OCCURRENCE CONTRACTORS INSURANCE POUCIES ARE TO NAME BROOKSTONE, THE LANDLORD, AND THE LANDLORDS GENERAL CONTRACTOR, KENNETFI L. BUTTS AND HANNA DESIGN GROUP -IF APPUCABLE -AS ADDITIONAL INSUREDS. ALL CONTRACTORS AND SUB - CONTRACTORS ENGAGED IN THE P OF THIS WORK SHALL EFFECT AND MAINTAIN AND DELIVER TO PERFORMANCE RFOR TONE (COPY THE ARCHITECT) CERTIFICATES EVIDENCING THE EXISTENCE OF, PRIOR TO THE COMMENCEMENT OF THE WORK AND UNTIL COMPLETION THEREOF, THE INSURANCE COVERAGE NOTED ABOVE. BEFORE COMMENCING WORK, CONTRACTOR SHALL SUBMIT CERTIFICATE OF INSURANCE TO LANDLORD IF REQUIRED. 21.1 COMPLETION t. UPON COMPLETION OF THE WORK ANT BEFORE THE FINAL PAYMENT MADE, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE TENANT (COPY TO THE ARCHITECT) A PROPERLY ISSUED OCCUPANCY CERTIFICATE AND /OR ANY OTHER REQUIRED APPROVALS BY ANY AGENCIES HAVING JURISDICTION OVER THE WORK. THIS INCLUDES LANDLORD. 2. UPON COMPLETION OF THE WORK AND BEFORE THE FINAL PAYMENT MADE, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE TENANT (COPY TO THE ARCHITECT) ALL GUARANTEES AND /OR WARRANTIES ALL EQUIPMENT SUPPLIES AND /OR INSTALLED BY THE CONTRACTOR HIS SUBCONTRACTORS. 3. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS THE CONTRACTOR SHALL SUBMIT FINAL NOTARIZED WAIVERS OF LIEN FORM ALL SUBCONTRACTORS AND A FINAL NOTARIZED LIEN WAVER FROM HIMSELF FOR THE FULL AMOUNT OF THE CONTRACT (INCLUDING CHANGE ORDERS AND EXTRAS) FINAL LIEN WAIVERS SHALL STATE THEY INCLUDE ANY AND ALL WORK ON THE SUBJECT PROJECT. 21.3 MISCELLANEOUS PROVISIONS: 1. ALL WORK SHALL BE COORDINATED WA TH AND IS SUBJECT TO APPROVAL BY, AND THE RULES OF THE LANDLORD INCLUDING SAME SET FORTH IN SOUTHCENTER MALL TENANT CRITERIA EXHIBIT C SUBMIT IF THE PRESENCE OF HAZARDOUS MATERIAL AT THE JOB SITE IS ASCERTAINED BY THE OWNER PRIOR TO ISSUANCE OF CONSTRUCTION DOCUMENTS THE OWNER MAY ELECT, AT HIS OPTION, TO EMPLOY A HAZARDOUS MATERIAL ABATEMENT CONTRACTOR TO ISOLATE, REMOVE AND DISPOSE OF THE HAZARDOUS MATERIAL IN A SAFE AND LEGAL MANNER. IF SCHEDULING ISSUES AND DEMOLITION IS REQUIRED TO EXPOSE CONCEALED HAZARDOUS MATERIAL REQUIRES THE OWNER TO ENGAGE IN THE SERVICES OF AN ABATEMENT CONTRACTOR SIMULTANEOUS WITH THE GENERAL CONTRACTORS SCHEDULE, THE GENERAL CONTRACTOR WILL MEET WITH THE CONTRACTOR AND THE OWNERS REPRESENTATIVE TO DETERMINE AND COORDINATE THE WORK OF EACH RESPECTIVE CONTRACTOR. IF THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR SUSPECTED DURING CONSTRUCTION, IMMEDIATELY CEASE WORK IN THE IMMEDIATE AREA OF THE MATERIAL ENCOUNTERED. CONTACT THE OWNERS REPRESENTATIVE PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE MATERIAL TESTED. A DETERMINATION BY THE OWNER AND HIS REMOVING TANT(S) WILL BE MADE AS TO PREFERRED METHOD JF ISOLATING, R REMOVI AND DISPOSING OF THE HAZARDOUS MATERIAL. THE GENERAL CONTRACTOR MAY BE ASKED TO SUBMIT A PROPOSAL TO THE OWNER FOR REMOVAL AND DISPOSAL OF THE HAZARDOUS MATERIAL BY LICENSED AND QUALIFIED PERSONNEL IN A SAFE AND LEGAL MANNER. THE OWNER, AT HIS OPTION, MAY ELECT TO SOLICIT PROPOSALS FROM OTHER QUALIFIED CONTRACTORS FOR THE SAME SCOPE OF WORK, IN WHICH CASE THE CONTRACTORS WILL BE DETERMINED IN A JOINT MEETING OATH OWNERS REPRESENTATIVE. SECTION 02070 - SELECTIVE DEMOLITION PART 1- GENERAL I. PRODUCTS: A. PRODUCTS: MEANS NEW MATERIAL, MACHINERY, COMPONENTS, EQUIPMENT, FIXTURE AND SYSTEM FORMING THE WORK. DOES NOT INCLUDE MACHINERY AND EQUIPMENT USED FOR PREPARATION, FABRICATION, CONVEYING AND ERECTION OF THE WORK PRODUCTS MAY ALSO INCLUDE EXISTING MATERIALS OR COMPONENTS REQUIRED FOR REUSE. B. PROVIDE INTERCHANGEABLE COMPONENTS OF THE SAME MANUFACTURER FOR SIMILAR COMPONENTS. II. TRANSPORTATION AND HANDLING A. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. . PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. III. STORAGE AND PROTECTION A. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION WITH THE SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT CUMATE CONTROLLED ENCLOSURES. B. PROVIDE OFF -SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON SITE STORAGE OR PROTECTION.. C. COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING- PROVIDE VENTILATION TO AVOID CONDENSATION. D. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO PREVENT SOILING, DISFIGUREMENT. OR DAMAGE. F ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION PERIODICALLY INSPECT C ASSURE PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED UNDER SPECIFIED CONDITIONS. IV. PRODUCT OPTIONS A. PRODUCTS SPECIFIED BY REFERENCE STANDARD OR BY DESCRIPTION ONLY ANY PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS PRODUCTS OF MANUFACTURER NAMED AND MEETING SPECIFICATIONS NO OPTIONS OR SUBSTITUTIONS ALLOWED. C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT NAMED. V. SUBSTITUTIONS A. TENANT REPRESENTATIVE WALL CONSIDER REQUESTS FOR SUBSTITUTIONS ONLY WITHIN 15 DAYS AFTER DATE OF OWNER- CONTRACTOR AGREEMENT OR DATE ESTABLISHED IN NOTICE TO PROCEED. B. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTIONS ALLOWED. C. A REQUEST CONSTITUTES A REPRESENTATION THAT THE CONTRACTOR: 1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. 2. IMLL PROVIDE THE SAME WARRANTY OF THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT. 3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK WHICH MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO OWNER. 4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION WHICH MAY SUBSEQUENTLY BECOME APPARENT. 5. WILL REIMBURSE OWNER FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH WITH RE- APPROVAL BY AUTHORITIES. 6. HAS INVESTIGATED PROPOSED PRODUCT FOR COMPLIANCE WITH UL LABELED ASSEMBLIES AND ACCEPTANCE BY THE LOCAL AUTHORITIES FOR INSTALLATION WITHIN THE ASSEMBLIES. D. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PRODUCT DATA SUBMITS, WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN ACCEPTANCE WALL REQUIRE REVISION OF THE CONTRACT DOCUMENTS. E. SUBSTITUTIONS SUBMITTAL PROCEDURE: 1. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT EACH - REQUEST TO ONE PROPOSED SUBSTITUTION. 2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS ATTESTING TO THE PROPOSED PRODUCT EQUIVALENCE. 3. THE ARCHITECT / ENGINEER WILL NOTIFY CONTRACTOR, IN WRITING, OF NEER DECISION TO ACCEPT OR REJECT REQUEST. PART 2- PRODUCTS - NOT USED APPROVAL OF CUTTING AND PATCHING IS REQUIRED, SUBMIT PROPOSED PROCEDURES FOR THIS WORK WELL IN ADVANCE OF THE TIME WORK WILL BE PERFORMED AND REQUEST APPROVAL TO PROCEED. INCLUDE THE FOLLOWING INFORMATION, AS APPUCABLE, IN SUBMITTAL: DESCRIBE NATURE OF THE WORK AND HOW IT IS TO BE PERFORMED, INDICATING WHY CUTTING AND PATCHING CANNOT BE AVOIDED. DESCRIBE ANTICIPATED RESULTS OF THE WORK IN TERMS OF CHANGES TO EXISTING WORK, INCLUDING STRUCTURAL, OPERATIONAL, AND VISUAL CHANGES AS WELL AS OTHER SIGNIFICANT ELEMENTS. LIST PRODUCTS TO BE USED AND FIRMS THAT WILL PERFORM WORK. GIVE DATES WHEN WORK IS EXPECTED TO BE PERFORMED. LIST UTILITIES THAT WILL BE DISTURBED OR OTHERWISE BE AFFECTED BY WORK. INCLUDING THOSE THAT WILL BE RELOCATED AND THOSE THAT WILL BE OUT OF SERVICE TEMPORARILY. INDICATE HOW LONG UTILITY WALL BE DISRUPTED. WHERE CUTTING AND PATCHING OF STRUCTURAL WORK INVOLVES THE ADDITION OF REINFORCEMENT, SUBMIT DETAILS AND ENGINEERING CALCULATIONS TO SHOW HOW THAT REINFORCEMENT IS INTEGRATED NTH ORIGINAL STRUCTURE TO SATISFY REQUIREMENTS. APPROVAL BY THE ARCHITECT /ENGINEER TO PROCEED WITH CUTTING AND PATCHING WORK DOES NOT WAIVE THE TENANT REPRESENTATIVE RIGHT TO LATER REQUIRE COMPLETE REMOVAL AND REPLACEMENT OF WORK FOUND TO BE CUT AND PATCHED IN AN UNSATISFACTORY MANNER. MATERIALS GENERAL: rr SOUTHCENTER LEASE 633 TUKWILA, B3roo-otorae MALL SPACE: E544 SOUTHCENTER BLVD. WA. 98188 DESCRIPTION OF WORK: EXTENT OF SELECTIVE DEMOUTION WORK IS INDICATED ON THE DRAWINGS. TYPES OF SELECTIVE DEMOLITION WORK: DEMOLI DON REQUIRES THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SIT DISPOSAL OF THE FOLLOWING: PORTIONS OF BUILDING STRUCTURE INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATED NEW CONSTRUCTION. REMOVAL OF INTERIOR PARTITIONS REMOVAL OF DOORS AND FRAMES. REMOVAL AND PROTECTION OF EXISTING FIXTURES AND EQUIPMENT. ITEMS DETERMINED BY FIELD SURVEY AND COORDINATION WITH THE OWNER. SUBMITTALS: SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED METHODS AND SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO OWNERS REPRESENTATIVE FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. INCLUDE COORDINATION FOR SHUT -OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL PROTECTION. COORDINATE WITH OWNERS CONTINUING OCCUPATION OF PORTIONS OF REMODELED SPACE. (NOT APPLICABLE) JOB CONDITIONS: CONDITION OF STRUCTURES. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION Of ITEMS OR STRUCTURES ES TO BE DEMOLISHED. CONDITIONS EXISTING AT THE SAME TIME AM IME O COMMENCEMENT OF CONTRACT NMLL BE MAINTAINED BY OWNER INSOFAR AS PRACTICABLE. HOWEVER. VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNERS REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK. PARTIAL DEMOLITION AND REMOVAL: ITEMS TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM SITE AS THEY ARE - REMOVED. STORAGE AND SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED. PROTECTIONS: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. • PROVIDE PROTEO'1VE MEASURES AS REWIRED TO PROVIDE FREE AND SAFE W1" PASSAGE OF OWNERS PERSONNEL AND GENERAL PUBLIC TO AND FROM OFjL1K OCCUPIED PORTIONS OF THE BUILDING. GT1,y Q RO V vi) pP ERECT TEMPORARY COVERED PASSAGEWAYS AS REQUIRED BY AUTHORITIES q*9 HAVING JURISDICTIONS. skg. 2 PROVIDE INTER ' ,, 4 INTERIOR AND EXTERIOR SHORING. BRACING, OR SUPPORT TO V5 PREVENT MOVEMENT SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT ----R TO BE DEMOLISHED, AND ADJACENT FACILITIES OR WORK TO REMAIN. g1G\ PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. �� REGISTERED ARCHST'®'" ` p' J >;.- -- 1, DESIGN GROUP Inc g r 33 , 6te Des* • Project Management • General CanpDClien • 4301 MUTE AVE • Rote Meadows 1. 60008 • 847.705.7060 • FX 847208.7705 • EXCEPT AS OTHERWISE INDICATED, OR AS DIRECTED BY THE TENANT REPRESENTATIVE, USE MATERIAL FOR CUTTING AND PATCHING THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE, OR CANNOT BE USED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS FOR CUTTING AND PATCHING THAT WILL RESULT IN EQUAL OR BETTER PERFORMANCE CHARACTERISTICS. INSPECTION: BEFORE CUTTING, EXAMINE THE SURFACES TO BE CUT AND PATCHED AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF UNSAFE OR OTHERWSE UNSATISFACTORY CONDITIONS ARE ENCOUNTERED, TAKE CORRECTIVE ACTON BEFORE PROCEEDING WITH THE WORK. c BEFORE THE TART OF CUTTING WORK, MEET AT THE WORK SITE WITH ALL PARTIES INVOLVED IN CUTTING AND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL. INTERFERENCE AND CONFLICT BETWEEN THE VARIOUS TRADES COORDINATE LAYOUT OF THE WORK AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. PREPARATION: TEMPORARY SUPPORT TO PREVENT FAILURE PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. PRO PROTECT THE OTHER WORK DURING CUTTING AND PATCHING KENNETH L BUTTS ^ A�C�'��r � r / ��1_ 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 - 4272 THIS oIUwINC AND / oR sPECIFlCATNJN IS PRB BM as AN IHSTRUUENT of sCE B! THE ARCNNECT AND n INTENDED FOR VSE OH TH5 PROJECT ONLY. THe ERYI DRAWING REMA M THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM UPON DETERMINATION OF INTENT. ALL DRAWINGS, SPECIFICATIONS, DESIGNS, MODELS. AND ARRANGEMENTS APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT. AM' REPRODUCTION, USE OR DISCLOSURE OF THE PROPRIETARY INFORMATION CONTAINED HEREIN WITHOUT THE PRIOR CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED. © taw Br HANNA DESIGN GROUP Inc EVIDENCE OF SAME AS MAY BE REQUIRED. OBTAIN A LIST OF RULES REGULATIONS FROM THE LANDLORD. 2. STORAGE OF CONTRACTORS CONSTRUCTION MATERIALS TOOLS, EQUIPMENT AND DEBRIS SHALL BE CONFINED TO THE LEASED PREMISES AND IN ANY OTHER AREA WHICH MAY BE DESIGNATED SUCH PURPOSE BY THE LANDLORD. IN NO EVENT SHALL ANY MATERIAL OR DEBRIS BE STORED IN HALLS OR SERVICE /EXIT CORRIDORS. CHANGES: 1. BILLS FOR EXTRAS WILL BE PAID ONLY WHEN WORK IS APPROVED WRITUiG. NO CHARGES BASED UPON VERBAL ORDERS WALL BE CONSIDERED UNLESS APPROVED. THE CONTRACTORS RECORDS FOR ALL CHARGES OR CREDITS SHALL AT ALL TIMES BE MADE AVAILABLE INSPECTION BY THE ARCHITECT OR TENANT. 2. SITE VISITS AS WELL AS A THOROUGH REVIEW OF SOUTHCENTER MALL r SPECIFIC DRAWN e, CHECKED BY: R,B.C. D.L.T./ K.L.B. TO PREVENT DAMAGE, PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR THAT PART OF THE PROJECT THAT MAY BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS. - TAKE PRECAUTIONS NOT TO CUT EXISTING PIPE, CONDUIT OR DUCT SERVING THE BUILDING BUT SCHEDULED TO BE RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO PYPASS THEM. - PERFORMANCE GENERAL: EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING PART 3 - EXECUTION - NOT USED SECTION 01700 CLOSE OUT K. DESCRIPTION. DATE A. FINAL CLEANING CLEAN IN ACCORDANCE WITH EXCELLENT HOUSEKEEPING PRACTICES. REMOVE GREASE, MASTIC, ADHESIVES , DUST, DIRT, STAINS, FINGERPRINTS, LABELS, AND OCHER FOREIGN MATERIALS FROM SIGHT- EXPOSED SURFACES. WASH AND SHINE STOREFRONT GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO SHINE CLEARLY. VACUUM CLEAN ALL CARPETS. VERIFY ENTIRE WORK AREA IS CLEAN. B. MATERIALS AND MAINTENANCE MANUALS: MANUALS TO INCLUDE OPERATION AND MAINTENANCE INSTRUCTIONS AND COMPLETE PARTS LISTS AS FURNISHED BY MANUFACTURER FOR ALL SYSTEMS, EQUIPMENT, FIXTURES. FURNISH FINISHED COPIES IN OVERSIZED ENVELOPE , OVERSIZED DRAWINGS ACCORDION FOLDED. INCLUDE TYPEWRITTEN INDEX AND TABBED DIVIDERS BETWEEN CATEGORIES. C. EXTRA STOCK: TURN OVER EXTRA STOCK SPECIFIED IN TECHNICAL SECTIONS TO OWNERS REPRESENTATIVE STORE WHERE DIRECTED.ING NSTITUTES SUBSTANTIAL COMPLETION. D. THE FOLLOW WORK CO 1. ALL CONSTRUCTION TO BE COMPLETE, READY FUR USE FOR WHICH THE PROJECT IS INTENDED. 2. ALL CLEANING, VACUUMING AND DUSTING COMPLETE. 3. ALL DEBRIS, SCAFFOLDS, LADDERS, TOOLS AND EQUIPMENT REMOVED FROM JOB SITE. ISSUED FOR ENGINEERING 5/11/99 EXHIBIT C ARE REWIRED PRIOR TO SUBMITTING A BID. NO CHANGE ORDERS WILL BE ACCEPTED FROM THE T.G.C. OR ANY SUB- CONTRACTORS, FOR WORK THAT IS REQUIRED BASED ON SITE CONDITIONS OR WORK OU TUNED IN SOUTHCENTFR R MAII TENANT CRITERIA EXHIBIT C, THAT IS TO SHALL ICADE CSTS -^. ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 ISSUED FOR FINAL LANDLORD REVIEW 6/14/99 RENTFXX 3 PATCH MATCH AS IQUIRCDAND IS TO REMAIN. THE T.G.C. IS 4. THE T.G.C. IS TO VISIT TEL SITE AND VERIFY ALL SITE CONDITIONS AND NOTIFY THE TENANT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS BEFORE COMMENCEMENT OF ANY WORK. 5. ALL MATERIALS AND PRODUCTS SHALL BE NEW, AND OPERATED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 6. UNLESS DONE PRIOR TO THE AWARD OF THE CONTRACT, THE T.G.C. FILE THE REQUIRED PLANS. ETC. WITH THE LOCAL BUILDING DEPARTMENT FOR APPROVAL. THE T.G.C. SHALL FURNISH AND INSTALL ALL NECESSARY BARRICADES, TEMPORARY CONSTRUCTION DUST SHIELDS, SCAFFOLDING AS REQUIRED BY THE LANDLOFD. THE T.G.C. IS AND RESPONSIBLE FOR B ARR INCLUDING FINISHES AND GRAPHICS AS REQUIRED BY THE LANDLORD MAINTENANCE, REMOVAL AND REPAIR, CLEANUP OR ANY RECONSTRUCTION RE QUIRED AS A RESULT OF THE BARRICADE. 8. T.G.C. TO CONTACT LANDLORDS SITE REPRESENTATIVE AND CONTRACTORS AND COORDINATE HIS WORK WITH LANDLORDS REQUIREMENTS. ISSUED FOR BID/ PERMIT 6/14/99 WORK EXCEPT AS OTHERWISE INDICATED OR AS APPROVED BY THE TENANT REPRESENTATIVE, PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME AND COMPLETE WORK WITHOUT DELAY. CUTTING: CUT THE WORK USING METHODS THAT ARE LEAST LIKELY TO DAMAGE WORK TO BE RETAINED OR ADJOINING MURK WHERE POSSIBLE RENEW PROPOSED PROCEDURES WITH THE ORIGINAL INSTALLER COMPLY' WITH ORIGINAL INSTALLERS RECOMMENDATIONS. ,HERE ERE CUTTING NG IS REQUIRED USE HAND OR SMALL ETHER irl - rr AAREC FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT THROUGH CONCRETE AND MASONRY USING A CUTTING MACHINE SUCH AS A CARBORUNDUM SAW OR CORE DRILL TO INSURE NEAT HOLE. CUT HOLES AND SLOTS NEATLY TO SIZE REQUIRED 1WTH MINIMUM DISTURBANCE OF ADJACENT WORK. - 6. SUP AIR OF NA,nv�fNB RE E - - - -' -' ' - R:EIVE . I7. HEET: CENTER ®� //�l / /�) �/' /�/� DANIEL TESSAROLO PROJECT COORDINATOR •:'l PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY" LOCKS IF REQUIRED. PRONDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES, AND INSTALLATION OF NEW CONSTRUCTION TO INSURE THAT NO WATER LEAKAGE CR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF THE BUILDING. REMOVE PROTECTIONS AT COMPLETION OF THE WORK. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO COST TO THE OWNER, TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE NTH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE. BLOCK, OR OTHERWISE OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAY IF REQUIRED BY GOVERNING REGULATIONS. EXPLOSIVES: THE USE OF EXPLOSIVES IS NOT PERMITTED. UTILITY SERVICES MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES. AS ACCEPTABLE TO GOVERNING AUTHORITIES. ENVIRONMENTAL CONTROLS: USE WATER SPRINKLING. TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO OMIT DUST AND DIRT RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATION PERTAINING TO ENVIRONMENTAL PROTECTION. DO NOT USE WATER WHEN IT MIGHT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING, AND POLLUTION INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOUTION WORK: INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. PHOTOGRAPH EXISTING CONDITIONS ADJACENT TO STRUCTURAL SURFACES EQUIPMENT OR TO SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOUTION WORK: FILE NTH OWNERS REPRESENTATIVE PRIOR TO STARTING WORK. SECTION 03010 - CONCRETE WORK A. WHERE THERE IS AN EXISTING CONCRETE FLOOR SLAB, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON DRAWINGS. SECTION 03015 - FLOOR SLAB MODIFICATIONS A. T.G.C. SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF PLUMBING, ELECTRICAL AND MECHANICAL WORK. ALL PENETRATIONS OF THE SLAB SHALL BE COORDINATED NTH THE LANDLORD TENANT COORDINATOR. B. ALL FLOOR PENETRATIONS TO BE WATERPROOFED PER LANDLORDS REQUIREMENTS. C. WHERE THERE IS AN EXISTING FLOOR SLAB REQUIRING LEVELING, T.G.C. SHALL PERFORM CONCRETE LEVELING UTILIZING ARDEC K -55 FAST SETTING CONCRETE UNDERLAYMjT PATCH AS MANUFACTURED BY ARDEC INC. 630 STOOPS FERRY ROAD, CORAPOUS, PA 15108 (412) 264 -4240. COORDINATE PREPARATION AND INSTALLATION WITH REQUIREMENTS OF FINISH FLOOR MANUFACTURERS SPECIFICATIONS PRIME CONCRETE AND INSTALL PATCH PER ARDEXS WRITTEN RECOMMENDATIONS. DO NOT USE AS A WEAR SURFACE OR WHERE SUBJECT TO STANDING WATER OR AT EXTERIOR LOCATIONS. SECTION 05400 - COLD FORMED METAL FRAMING SEE ALSO SECTION 09110 A. DESIGN FOR METAL FRAMING SYSTEM IS BASED UPON PHYSICAL AND STRUCTURAL PROPERTIES FOR MEMBERS AS PUBLISHED BY UNITED STATES GYPSUM SUB - CONTRACTOR IS TO PROVIDE AND INSTALL METAL STUD FRAMING OF DEPTH AND GAUGE AS INDICATED IN THE DRAWINGS. IF GAUGES OF VERTICAL MEMBERS ARE NOT SPECIFIED, PROVIDE MEMBERS IN ACCORDANCE WITH STUD SCHEDULE ON THE DRAWINGS OR AS PUBU:,HED BY U.S.G. IF LOADING CONDITIONS ARE UNUSUAL OTT DIFFERENT FROM THOSE INDICATED ON THE DRAWINGS. CONTACT THE TENANTS REPRESENTATIVE FOR RESOLUTION. SECTION 6100 - ROUGH CARPENTRY PART 1- GENERAL REFERENCES A. REFERENCE STANDARDS: COMPLY NTH THE REQUIREMENTS OF THE REFERENCE STANDARD NOTED HEREIN, EXCEPT WHERE INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES. MORE STRINGENT REQUIREMENTS ARE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. 1. ADA- AMERICANS WITH DISABILITY ACTS 1990 2. DHI -DOOR AND HARDWARE INSTITUTE 3. NFPA - NATIONAL DESIGN SPECIFICATION OF WOOD CONSTRUCTION B. REGULATORY REQUIREMENTS: 1. CONFORM TO APPLICABLE CODE FOR COMBUSTIBILITY REOUIREMENTS OF MATERIALS. 2. CONFORM TO ADA CODE FOR APPLICABLE COMPONENTS. II. QUALITY ASSURANCE A. OUAUFICATIONS 1. MANUFACTURER QUALIFICATION: MANUFACTURER OF ALL FABRICATED PRODUCTS SHALL HAVE NOT LESS THAN FIVE (5) YEARS EXPERIENCE IN TYPE MANUFACTURING /FABRICATION OF THE TYPE OF PRODUCTS SPECIFIED. 2. INSTALLER QUALIFICATION: INSTALLER SHALL HAVE NOT LESS THAN THREE (3) YEARS OF DOCUMENTED EXPERIENCE IN THE INSTALLATION OF THE TYPE OF PRODUCTS SPECIFIED. 3. PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE TRAINED AND EXPERIENCED IN THE INSTALLATION METHODS AND MATERIALS SPECIFIED HEREIN OR REQUIRED BY THE WORK. B. WARRANTY: ALL PRODUCTS SHALL BE WARRANTED FOR A MINIMUM PERIOD OF TWO (2) YEARS. IMPERFECT MATERIALS AND WORKMANSHIP SHALL BE REPLACED AT NOT COST TO THE OWNER. III. DELIVERY STORAGE AND HANDLING A. DO NOT DELIVER SHOP FABRICATED CARPENTRY ITEMS UNTIL SITE CONDITIONS ARE ADEQUATE TO RECEIVE THE WORK. 8. STORAGE AND PROTECTION: STORE MATERIALS AND PRODUCTS INDOORS AND PROTECTED FROM EXPOSURE TO MOISTURE AND PHYSICAL ABUSE. REMOVE DAMAGED MATERIALS AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. PART 2- PRODUCTS 1. ROUGH CARPENTRY MATERIALS A. NAILS, SPIKES, AND STAPLES GALVANIZED FOR EXTERIOR LOCATION, HIGH HUMIDITY LOCATIONS AND TREATED WORK/ PLAIN FINISH FOR OTHER INTERIOR LOCATIONS, SIZE AND TYPE TO SUIT APPLICATION. B. BOLTS, NUTS, WASHERS, LAGS, PINS AND SCREWS: MEDIUM CARBON STEEL: SIZED TO SUITE APPLICATION, PLAIN FINISH. C. FASTENERS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY, EXPANSION SHIELD AND LAG BOLT TYPE FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE BOLTS OR POWER ACTIVATED TYPE FOR ANCHORAGE TO STEEL. D. DOUGLAS FIR OR SPRUCE, S4S, STANDARD OR BETTER GRADE CONTAINING NOT LESS THAN 70% CONSTRUCTION GRADE WCLIB STANDARD GRADING AND DRESSING RULE #15 LUMBER TO BEAR STAMPS. E. PLYWOOD INT DFPA- B8(PLYSCORD) -CD AS DETAILED. 2. WOOD TREATMENT A. ALL WOOD USED FOR FRAMING OR STRUCTURE IS TO BE FIRE - RETARDANT AND SHALL BE PRESSURE IMPREGNATED TO COMPLY WITH UNDERWRITERS LABORATORIES INC. REQUIREMENTS FOR A FLAME SPREAD OF 25 OR LESS WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED FOR 30 MINUTES DURATION UNDER THE STANDARD TEST METHOD FOR FIRE HAZARD CLASSIFICATION BUILDING L (AST1,1564) EACH PIECE OF W000 SHALL BEAR THE U.L. LABEL INDICATING COMPLIANCE WITH THE FIRE HAZARD CLASSIFICATION. B. AFTER TREATMENT, ALL LUMBER THAT IS 2 NOMINAL OR LESS SHALL BE DRIED TO AN AVERAGE MOISTURE CONTENT OF 18% (10% FORE FINISH WOOD) ALL OTHER LUMBER SHALL BE DRIED TO REMOVE THE MOISTURE INJECTED DURING TREATMENT. PART 3- EXECUTION. I. BLOCKING AND BACKING A. SECURE BLOCKING AND BACKING SOLIDLY TO FORM STRONG SUPPORT FOR MEMBER. II INSTALLATION OF FINISH CARPENTRY ITEMS A. INSTALL DOORS AND FRAMES PLUMB AND TRUE, SECURELY FASTEN TO SUBSTRATE INSTALL ALL HARDWARE. III. CLEAN UP A. REMOVE ALL TRASH CREATED BY WORK IN THIS SECTION FROM THE PREMISES. SECTION 06200 - FINISH CARPENTRY A. DESCRIPTION OF SYSTEMS SEE DIVISION OF WORK SCHEDULE FOR ITEMS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR (FOIC) B. CODES AND STANDARDS: A.W, QUALITY STANDARDS AND GUIDE SPECIFICATIONS MANUAL. C. ROUGH LUMBER AND PLYWOOD. LUMBER HAVING MODULES OF ELASTICITY OF NOT LESS THAN 1.600,000 P51 AND ALLOWABLE FIBER STRESS OF MORE THAN 1400 PSI, IN STANDARD DIMENSIONS, MOISTURE CONTENT NOT MORE THAN 19% FIRE TREATMENT OF ALL ROUGH LUMBER AND PLYWOOD IS AS FOLLOWS: 1. ROUGH LUMBER TREATED WITH A PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA C20, EACH PIECE TO BEAR U.L. LABEL "FR -S" 2. PLYWOOD AND PARTICLE BOARD TREATED WITH PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA C27, EACH PIECE TO BEAR U.L LABEL PLYWOOD CONCEALED FROM VIEW ONLY. D. FINISHED LUMBER: 1. REFER TO THE DRAWINGS FOR SPECIES. 2. MOISTURE CONTENT, KILN DRIED, NOTE MORE THAN 9% WHEN DELIVERED. 3. FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REOUIRED BY CODE. E. PLYWOOD: 1. WHERE HARDWOOD IS NOTED: FACE VENEERS SHALL BE AS NOTED ON DRAWINGS. 2.FLAME SPREAD RATINGS AS NOTED ON DRAWING OR AS REQUIRED BY CODE. F. FABRICATION: CONFORM TO AIM QUALITY STANDARDS. CUSTOM GRADE RELIEVE BACKS OF WOOD TRIM, KERF BACKS OF MEMBER MORE THAN 5 INCHES WIDE AND 1 NCH NOMINAL THICKNESS EASE ALL EXTERNAL CORNERS. G. INSTALLATION: 1. INSTALL ALL MATERIAL WITH TIGHT. JOINTS, 2. MITER CASINGS AND MOLDINGS. 3. ALL RUNNING TRIM ONE PIECE UP TO 10' -0 MATCH GRAIN AND COLOR PIECE TO PIECE. 4. USE FINISH NAILS EXCEPT WHERE SCREWS SHOW. SET FASTENERS FOR PUTTYING. 5. EASE ALL EXPOSED WOOD EDGES 1/8" WIDE MINIMUM RADIUS, OR AS INDICATED. SECTION 06310 - FIRE RETARDANT TREATMENT A. SCOPE WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS 1 OR A RATING PER CODE REQUIREMENTS AND THE SPECIFIED MATERIALS AND FINISHES ARE NOT OF A SUFFICIENT FLAME SPREAD RATING APPLY FIRE RETARDANT TREATMENT WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS II OR CLASS B RATING PER CODE REQUIREMENTS AND THE SPECIFIED MATERIAL AND FINISHES ARE NOT OF A SUFFICIENT FLAME SPREAD RATING. APPLY FIRE RETARDANT TREATMENT. B. MATERIALS FIRE POLY AOUEOUS BASED RESIN AS MANUFACTURED 130 FLAME SAFE CHEMICAL CORPORATION, OR APPROVED EQUAL. C. INSTALLATION APPLY FLAME RETARDANT TREATMENT IN COMPLIANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. DO NOT THIN OR DILUTE PRODUCT STORE !N MANNER RECOMMENDED BY MANUFACTURER AND DO NOT ALLOW TO FREEZE. SECTION 06410 - CUSTOM MILLWORK 1. GENERAL: CUSTOM MILLWORK. 15 SUPPLIED AND INSTALLED 90 THE STOREFRONT CONTRACTOR. 2. THE MILL SHALL BE APPROVED AS A SUBCONTRACTOR BY THE TENANT. IT SHALL BE NOTED THAT ONLY MEMBERS OF AWI REGULARLY ENGAGED IN THE HIGHEST CALIBER OF MILLWORK, HAVING PROPERLY EQUIPPED SHOPS AND FACILITIES, WILL BE CONSIDERED FOR APPROVAL GRADING RULES: AN QUALITY STANDARD FOR PREMIUM GRADE SHALL GOVERN ALL MATERIALS FURNISHED HERE UNDER. 3. BASIC REQUIREMENTS OF JOINERY: A. RABBET, INTEROC K, TONGUE, SPLINE, DOWEL ALL AS REQUIRED TO PROVIDE SLIGHT ADJUSTMENT WITHOUT TRIMMING ON THE JOB. PROVIDE BLIND JOINTS WHICH WILL CONCEAL SHRINKAGE, ETC., WHEREVER POSSIBLE, EDGE BANK VISIBLE EDGES OF ALL PLYWOOD EXCEPT AS NOTED. PROVIDE RABETTED JOINTS, NOT BUTT JOINTS ON PANELED AREAS. 8. JOINTS. PROVIDE DAM, RABETTED, MORTISED AND TENONED, SPLINTED OR THEIR INTERLOCKING JOINTS AS DETAILED OR AS REQUIRED TO PROVIDE GREATEST STRENGTH. MAKE MITERED CORNERS USING CUTTER HEAD ON SHAPER TO ACHIEVE AN INTERLOCKING JOINT. C. ASSEMBLIES: ACCURATELY SCRIBE AND JOIN WORK FASTENING MILL GENERAL BE CONCEALED AND JOINTS INCONSPICUOUS MAKE ALL JOINTS IN A PERMANENT MANNER USING A COMBINATION OF SCREWS OR DOWELS AND WATERPROOF GLUE SOLIDLY GLUED. WHERE NAILS ARE REQUIRED, DRILL HOLES IN SOLID STOCK, SET AND PUTTY HEADS. BLIND NAIL WHEREVER POSSIBLE. ROUND ALL EXPOSED EDGES OF ASSEMBLES TO 1/15 RADIUS. 4. CONDITION: CAREFULLY CHECK SHOP DRAWINGS, DETAILS, ETC. MAKING ABSOLUTELY SURE THAT ALL PARTS ARE CORRECTLY SIZED AND WILL FIT ON THE JOB SUPERVISE PRIMING AND BACK PAINTING, MAKE ABSOLUTELY SURE THAT ALL WOOD AND METAL CONCEALED FROM VIEW ARE PROPERLY PRIMED AND BACK PAINTED, INCLUDING ALL END GRAIN, ETC. 5. FABRICATION: WORK MATERIALS IN ACCORDANCE WITH AN TOLERANCES AND STANDARDS FOR PREMIUM GRADE. FABRICATE IN ACCORDANCE WITH STANDARDS FOR PREMIUM GRADE. FABRICATE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS ONLY AFTER FIELD VERIFICATION OF DIMENSIONS, PROVIDING AMPLE ALLOWANCE FOR CUTTING AND SCRIBING AT SITE. ASSEMBLE ALL WORK AT MILL, IN 50 FAR AS PRACTICABLE, DEUVER WORK FOR ERECTION WITH ALL SURFACES REFINISHED IN SHOP. FINISHING OTHER THAN TOUCH -UP WILL NOT BE ALLOWED ON THE JOB. 6. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTE IN TRIPLICATED TO TENANT FOR APPROVAL PRIOR TO FABRICATION THE FOLLOWING ITEMS: A. DISPLAY FIXTURES (FREE STANDING UNITS). B. WALL FIXTURES C. CASH/WRAP BACK COUNTER SHOP DRAWINGS SHALL SHOW FULL SIZE DETAILS OR TYPICAL TRIM, AND SHALL CLEARLY INDICATE EACH AND EVERY METHOD OF JOINING REQUIRED FOR COMPLETE FABRICATION. SECTION 07250 - FIREPROOFING WHERE STRUCTURAL MEMBERS DO NOT HAVE A FIRE RESISTANCE RATING AS REQUIRED BY CODE, LANDLORD. OR INSURANCE REQUIREMENTS PROVIDE A U.L APPROVED FIREPROOFING MATERIAL OR SYSTEM INSTALLED IN ACCORDANCE WITH A U.L. DESIGN LISTED ASSEMBLY. SECTION 072.70 FIRESTOPPING WHERE PENETRATIONS OCCUR IN A RATED FIRE RESISTANT ASSEMBLY, INSTALL FIRESTOPPING IN A MANNER THAT MAINTAINS THE REOUIRED FIRE SEPARATION. USE FIRE STOP SYSTEM AS MANUFACTURED BY UNITED STATES GYPSUM OR APPROVED EQUAL. SECTION 07900 - JOINT SEALANTS A. SEAL INTERIOR AND EXTERIOR: 1. JOINT BETWEEN. GYPSUM WALL BOARD AND ALL OF THE FOLLOWING TRIM; BASE, FRAMES WINDOW, DOOR, MIRRORS, BARS: SEALANT "A" 2. PLUMBING FIXTURE WALL/FLOOR INTERFACE: SEALANT "B" 3. HORIZONTAL FLOOR DECK JOINTS: SEALANT "C" 4. AS INDICATED. B. BACK -UP MATERIAL: FIBERGLASS, POLYURETHANE FOAM, OR POLYETHYLENE FOAM, AS RECOMMENDED BY SEALANT MANUFACTURER. C. MATERIALS: 1. SEALANT "A PAINTABLE GENERAL PURPOSE GE ALL PURPOSE ACRYLIC LATEX SEALANT OF GE SIUCONE 2 WITH OIL BASED PRIMER, INSTALL OR PRIME PER MANUFACTURERS GUIDELINES. 2. SEALANT "B" SILICONE RUBBER, MILDEW RESISTANT, CONFORMING TO ASTM C920. APPROVED: GE 1700 SANITARY SEALANT. 3. SEALANT "C "- POLYURETHANE, ONE COMPONENT, CONFORMING TO FED SPEC TT- S- 00 -230C. TYPE 1, CLASS A`, AND ASTM C920. APPROVED: MAMECOS VULKEN 45 4. SEALANT "E" NON HARDENING, HIGHLY ELASTIC, WATER -BASED SEALANT MEETING ASTM C557 AND COMPLYING WITH ASTM, C919 APPROVED USG ACOUSTICAL SEALANT. 5. COLOR TO APPROXIMATE ADJACENT SURFACES, UNLESS DIRECTED OR INDICATED OTHERWISE. SECTION 08100 - METAL DOORS AND FRAMES A. FIRE LABELS PROVIDE DOORS AND FRAME ASSEMBLY BEARING AND. UNDERWRITERS LABORATORIES OR OTHER APPROVED LABEL WHERE REQUIRED BY GOVERNMENTAL AUTHORITIES, CODE, LANDLORD OR INSURANCE REQUIREMENTS, RATING SHALL SATISFY MINIMUM FIRE RESISTANCE REQUIREMENTS FOR LOCATION AND USAGE. T.G.C. TO VERIFY THAT DOORS INDICATED ON DRAWINGS AND IN SCHEDULES SATISFY ABOVE REQUIREMENTS. B. REFERENCE STANDARDS: 1. STEEL DOOR INSTITUTE: 501 -100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES. 2. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS NAAMM -CHM1 SPECIFICATION FOR CUSTOM HOLLOW METAL DOORS AND FRAMES NAAAMM FIRE RATED CUSTOM METAL DOORS AND FRAMES. 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS: ASTM A366 SPECIFICATION OF STEEL, CARBON, COLD - ROLLED SHEET QUALITY COMMERCIAL. C. MATERIALS 1. CONFORM TO NAAMM, PAGES 3 THROUGH 6. CONFORM TO NAAMM FOR LABELED CONSTRUCTION. 2. ZINC COAT ANY EXTERIOR DOORS, AND DOOR FRAMES. 3. SOUND DEADENING MANUFACTURERS STANDARD INORGANIC NON COMBUSTIBLE INSULATION. 4. ANCHORS FASTENERS, AND ACCESSORIES, MANUFACTURERS STANDARD. D. STEEL. DOOR FRAME FABRICATION AND MANUFACTURE: KNOCK DOWN FRAMES: PROVIDE STANDARD TYPE, KNOCKED -DOWN FRAMES DESIGNED TO BE SECURELY INSTALLED IN THE OPENING. AFTER FINISH WALL MATERIAL IS APPLIED. PROVIDE SILENCERS ON ALL FRAMES. E. PREPARATION FOR FINISH HARDWARE: 1. WORK TO TEMPLATES FOR ALL HARDWARE. 2. CONFORM TO STANDARD OF HARDWARE MANUFACTURER. F. INSTALLATION: 1. CONFORM TO NAAMM. PAGE 6, PART 3 2. WELDED FRAMES: LEAVE FRAME SPREADER BARS INTACT UNTIL FRAMES ARE SET PERFECTLY SQUARE AND PLUMB, AND ANCHORS ARE SECURELY ATTACHED. 3. KNOCK DOWN FRAMES, FILL FRAME MITER WITH APPROVED FILLER, AND SMOOTH AND PRIME. 4. PROVIDE (3) FRAME ANCHORS PER JAMB. SECTION 08210 - FLUSH WOOD DOORS PART 1- GENERAL I. REFERENCES A. REFERENCES STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE STANDARDS NOTED HEREIN, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. 1. ANSI /HPMA HP- HARDWOOD AND DECORATIVE PLYWOOD. 2. ASTM E152- METHODS OF FIRE TESTS OF DOOR ASSEMBLIES. 3. AW- QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE. 4. NFPA 80- FIRE DOORS AND WINDOWS 5. NFPA 252- STANDARD METHOD OF FIRE TESTS FOR DOOR ASSEMBLIES. 6. UL 10B-FIRE TESTS OF DOOR ASSEMBUES. 7. WARNOCK- HERSHEY- CERTICATION LISTINGS FOR FIRE DOORS. II. QUALITY ASSURANCE A. CONSTRUCTION STANDARDS PART 2 - NOT USED PART 3- EXECUTION I. INSTALLATION A. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION. B. TRIM NON -RATED DOOR WIDTH BY CUTTING EQUALLY ON BOTH JAMB EDGES. C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 3/4 INCH. TRIM FIRE DOOR HEIGHT AT BOTTOM EDGE ONLY, IN ACCORDANCE NTH FIRE RATING REQUIREMENT. D. PILOT DRILL SCREW AND BOLT HOLES. E. MACHINE CUT FOR HARDWARE. CORE FOR HANDSETS AND CYLINDERS. F. INSTALL GLASS AND GLAZING. G. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES SPECIFIED IN SECTION 08111 AND HARDWARE SPECIFIED IN SECTION 08710. H. ADJUST DOOR FOR SMOOTH AND BALANCED DOOR MOVEMENT. . II. INSTALLATION TOLERANCES A. MAXIMUM DIAGONAL DISTORTION (WARP): 1/8 INCH MEASURED WITH STRAIGHT EDGE OR TAUGHT STRING, CORNER TO CORNER, OVER AND IMAGINARY 36X84 INCH SURFACE AREA. B. MAXIMUM VERTICAL DISTORTION (BOW): 1/8 INCH MEASURED MATH STRAIGHT EDGE OF TAUGHT STRING, TOP TO BOTTOM, OVER AN IMAGINARY 36X84 INCH SURFACE AREA. C. MAXIMUM WIDTH DISTORTION (CUP) 1/8 INCH MEASURED WITH A STRAIGHT EDGE OR TAUT STRING, EDGE TO EDGE, OVER AND IMAGINARY 36 X 64 INCH SURFACE AREA. III. WOOD DOORS: A. AM QUALITY STANDARDS: SECTIONS 1300 AND 100 AS MODIFIED BELOW, GOVERN ALL WORK HERE UNDER. REFER TO DOOR SCHEDULES ON DRAWINGS FOR SPECIFIED INFORMATION AS TO SIZE, CODE, TYPE, LABEL REQUIREMENTS, ETC. FOR EACH DOOR. DOORS ARE TO 3E PREMIUM GRADE FOR TRANSPARENT FINISH TYPE CONSTRUCTION (U.S. PLYWOOD COMPANY FENESTRA OR ARCHITECT APPROVED EQUAL.) B. FACE VENEERS 1/28 THICK MINIMUM, PLAIN SAW WHITE OAK FOR PREMIUM GRADE, UNSELECT BIRCH FOR CUSTOM GRADE UNLESS OTHERWISE SCHEDULED OR DETAILED. C. SOLID CORE DOORS (5 -PLY) AWI TYPE A GLUED -UP STAVED LUMBER CORE, WITH 3/4 THICK ONE PIECE VERTICAL EDGE STRIPS AND 1 1/2" TOP AND BOTTOM STRIPS, FACED WITH 1/16 THICK MINIMUM HARDWOOD CROSS BANDS RUNNING FULL DOOR WIDTH AND LENGTH, WITH GRAIN RUNNING AT RIGHT ANGLES TO THE CORE AND FACE VENEER. WHERE OPENING FOR GLASS LIGHTS, LOUVERS, ETC. LEAVE A MARGIN OF NOT LESS THAN 6" OF WOOD AT DOOR EDGES, TOP AND BOTTOM BAND OPENINGS ENTIRELY WITHIN GRAIN PARALLEL WITH LONGITUDINAL STILE OR REAL DIMENSIONS AND SECURE THE RAILS AND CORE WITH JOINT CONSTRUCTION DESIGNED FOR MAXIMUM STRENGTH. D. HOLLOW CORE DOORS WHEN REQUIRED BY DOOR SCHEDULE - DRAWING A -102 SHALL BE (7 -PLY) CORRUGATED. HOLLOW CORE STILE MINIMUM WIDE 2 1/2 -LOCK BLOCKS 20 -3 PLY WOOD VENEER TYPE 1 ADHESIVE (WATERPROOF) birch E. GUARANTEE: MANUFACTURER SHALL FURNISH STANDARD TWO (2) YEAR GUARANTEE AGAINST WARPING, TOASTING OR DEFECTS INCLUDE ALLOWANCE FOR RE- HANDLING AND REFINISHING. SECTION 08305 - ACCESS DOORS APPROVED MANUFACTURER: MILCOR DIVISION OF INRYCO INC. STYLES AND SIZES SHALL BE AS INDICATED. USE STYLE DW SIZE 10010 MINIMUM IF NO SIZE IS INDICATED. HINGES SHALL BE CONCEALED SPRING TYPE, OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH SCREW DRIVER OPERATED, WITH METAL CAM. PROVIDE RATED DOOR WHERE REQUIRED. SECTION 08341 - ROLLING AND SLIDING GRILLES 1. GENERAL: OVERHEAD GRILLE TO BE SUPPLIED BY BROOKSTONE AND COORDINATED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ELECTRICAL HOOK -UPS. LIMIT SWITCH ADJUSTMENTS, AND COORDINATION OF PLACEMENT. ALL GRILLE MOTORS TO BE EQUIPPED WITH MAINTENANCE ON /OFF SWITCH. 2. MATERIALS: EXTRUDED ALUMINUM GUIDES WITH RIGID VINYL LINER SHALL BE FURNISHED. GUIDES AND BOTTOM BAR OF GRILLE SHALL BE BLACK ANODIZED ALUMINUM. EMERGENCY CHAIN OPERATOR OR RELEASE DEVICE PROVIDED IF REQUIRED BY CODE 3. ERECTION: THE CONTRACTOR SHALL CHECK STRUCTURAL STEEL THAT WILL SUPPORT INSTALLATION AND NOTIFY THE TENANT IF IT IS NOT. ACCEPTABLE. AIL GRILLES SHALL BE ERECTED BY THE MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE AND SHALL BE GUARANTEED FOR A PERIOD OF TIME, ONE YEAR FROM THE DATE OF COMPLETION OF ERECTION, THAT ANY PART DEFECTIVE IN MATERIAL OR WORKMANSHIP WILL BE REPLACED WITHOUT CHARGE TO TENANT. 4. REGULATORY REQUIREMENTS: A. CONFORM TO APPLICABLE LOCAL CODE FOR COMBUSTIBILITY REQUIREMENTS OF MATERIALS. B. CONFORM TO ADA CODE FOR APPLICABLE COMPONENTS. SECTION 08700 - HARDWARE A: DESCRIPTION OF SYSTEMS: 1. WORK INCLUDED: PROVIDE ALL FINISH HARDWARE FOR COMPLETE WORK, IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCHING IN QUALITY AND FINISH THE ITEMS SPECIFIED. 2. NOT USED. 3. GENERAL REQUIREMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION I5 MADE. THE HARDWARES 'FLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 4. FIRE -RATED OPENINGS PROVIDE: HARDWARE FOR FIRE RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NFPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR HARDWARE. 5. SUPPLIER: FINISH HARDWARE WILL BE FURNISHED AND INSTALLED BY T.G.C. FINISH HARDWARE SHALL BE SUPPUED BY A RECOGNIZED BUILDERS HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD NOT LESS THAN FIVE YEARS. THE SUPPLIERS ORGANIZATION SHALL INCLUDE CONSULTANTS WHO ARE AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET PERSONALLY WITH THE OWNER, ARCHITECT OR CONTRACTOR FOR HARDWARE CONSULTATION. THE SUPPLIER SHALL MAINTAIN A PARTS INVENTORY OF ITEMS SUPPLIED FOR FUTURE SERVICE TO THE OWNER. 6. SCHEDULE SUBMISSION: UPON BEING AWARDED THE FINISH HARDWARE CONTRACT, THE HARDWARE SUPPLIER SHALL IMMEDIATELY PREPARE AND SUBMIT TO THE BROOKSTONE, IN TRIPLICATE, A COMPLETE SCHEDULE OF FINISH HARDWARE REQUIRED HEREIN. SUCH SCHEDULE MUST BE COMPLETELY DETAILED, SHOWING ALL ITEMS, NUMBERS, AND FINISHES FOR ALL HARDWARE FOR EACH SEPARATE OPENING. ANY CORRECTIONS OR CHANGES NECESSARY IN THE SCHEDULE, TO MAKE IT COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS SHALL BE MADE PROMPTLY. LIMITATION OF SCHEDULE: APPROVAL OF THE HARDWARE SCHEDULE. SHALL NOT RELIEVE THE HARDWARE SUPPLIER OF RESPONSIBILITY FOR ERRORS OR OMISSIONS THEREIN. 7. TEMPLATES: HARDWARE SUPPLIER WILL PROVIDE APPROVED SCHEDULE AND PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPARATION FOR HARDWARE. 8. MAKES: NUMBERS SHOWN IN HARDWARE SCHEDULE ARE FROM THE CATALOGS OF MCKINNEY SALES CO. DETEX, NORTON, LCN, ARROW, SOSS, SERGEANT & CO. H.B. IVES CO. TICE, BEST, PEMKO, GLYNN- JOHNSTON, PLASTICS INDUSTRIES, AND STANLEY, AND ARE INTENDED FOR PURPOSES OF EXACT REQUIREMENTS. EXCEPT AS SHOWN, NO SAMPLES ARE SUBMITTED TO THE ARCHITECT SEVEN (7) DAYS PRIOR TO BID OPENING. IF SUBSTITUTES ARE APPROVED. THE ARCHITECT WILL ACKNOWLEDGE BY ADDENDUM TO THE SPECS. 9. KEYS AND KEYING: ALL CYLINDER ITEMS SHALL BE CONSTRUCTION CORED & KEYED WITH BEST 7 -PIN LOCKS AS SPECIFIED IN THE DOOR HARDWARE SCHEDULE. GRILLE MFR. SHALL PROVIDE CORES, CYLINDERS, KEYS & CONTROL KEYS FOR FRONT ENTRANCE. T.G.C. SHALL RECEIVE, PROTECT & INSURE PROPER INSTALLATION OF ALL HARDWARE, INCLUDING CONTROL KEYS, FROM DOOR MFR. T.G.C. SHALL PROVIDE AND INSTALL BEST 7 PIN CORE CYLINDER & CONTROL KEY FOR REAR DETER ALARM. 10. PERMANENT CORES AND KEYS: ARE FURNISHED BY BROOKSTONE AND INSTALLED 8Y HIS AUTHORIZED REPRESENTATIVE. CONTRACTOR MUST TURN OVER ALL CONSTRUCTION KEYS INCLUDING CONTROL KEYS TO THE OWNER AT THE COMPLETION OF THE WORK. GENERAL CONTRACTOR SHALL PROVIDE OWNERS CONSTRUCTION MANAGER WITH PHOTOGRAPHS OF EXISTING LOCKING DEVICES. • CONSTRUCTION KEYS: PROVIDE TWO (2) TOTAL 11. HARDWARE GROUPS: PER ATTACHED LISTING B. HARDWARE GROUPS: FOR ALL HARDWARE GROUPS WHERE THERE ARE EXISTING DOORS AND HARDWARE. GENERAL CONTRACTOR SHALL INSPECT THE EXISTING HARDWARE, ITS CONDITION AND TYPE, FOR COMPLIANCE WITH THE HARDWARE GROUPS LISTED BELOW. ANY HARDWARE EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED WHEN SCHEDULED FOR REUSE. ANY HARDWARE INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD, SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPECIFICATIONS. REFER ANY QUESTIONS CONCERNING REUSE OF EXISTING HARDWARE SHALL BE RE -KEYED TO COMPATIBLE WITH ITEMS SPECIFIED IN THE HARDWARE SCHEDULE. i. INSTALLATION OF FINISH HARDWARE: INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INSTALL NO HARDWARE UNTIL SUBSTRATE FINISHES ARE COMPLETE. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHES. OPERATIONS: SET ITEMS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND RE 'NFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR A SECURE INSTALLATION. DRILL AND COUNTERSINK ITEMS WHICH ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORAGE AS INDICATED IN ACCORDANCE WITH INDUSTRY STANDARDS. • of W 2. LOCATIONS: UNLESS OTHERWISE INDICATED, LOCATE HARDWARE OT v INACCORDANCE WITH DHI RECOMMENDED LOCATIONS. QUESTIONS RELATED p P R 0 TO HARDWARE LOCATIONS SHALL BE REFERRED TO THE ARCHITECT. J U ` �. 3. ADJUSTMENT AND CLEANING: 9. ADJUST AND CHECK EACH ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION AND FUNCTION 00 EACH UNIT. LUBRICATE ALL MOVING . PARTS WITH GRAPHITE TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRIOAT ,`..;.. !J;t'' - �` •� AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. 4. FINAL ADJUSTAN:NT: A. WHENEVER THE HARDWARE INSTALLATION IS MADE MORE THAN ONE (1) MONTH PRIOR TO ACCEPTANCE OF THE WORK, MAKE ANAL ADJUSTMENT AN. CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, CLEAN AND RE- LUBPICATE OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCSS, LING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL a� ADJTF'TO.LNT OF LOCK SETS AND CLOSURES TO COMFT.NSATEE FOR OPERAT10111e/ OF HEAPING AND VENTILATING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURERS REPRESENTATIVE. 8. VERIFY WORKING CONDITION OF EXISTING HARDWARE. 5. BUMPERS: PROVIDE AND INSTALL WALL OR FLOOR BUMPERS FOR EACH DOOR: WALL BUMPER: SEE 'DRAWINGS FLOOR BUMPER: SEE DRAWINGS 6. OVERHEAD ROLLING GRILLES CLOSURE TO HAVE EMERGENCY RELEASE MECHANISM KEYED MOTOR CONTROL, INSIDE AND OUTSIDE OF CLOSURE WITH BEST 7 PIN CYLINDERS. GRILLE LOCK TO HAVE BEST LOCK 7 PIN STANDARD MORTISE CYLINDER #1E74C4RP3626. JUN 1 19 REG,SI ANDFR AWE L. STATE OF SvASR1 GT GENERAL NOTES 5/11/99 DI D I O O , SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 DRAWN HY:� R.B.C. MARK DESCRIPTION ISSUED FOR ISSUED FOR ISSUED FOR ISSUED FOR HANNA DESIGN GROUP Inc KENNETH L BUTTS ARCI- IITEC - r A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 THIS DRAWING PND SPECIflGTpN 5 PROVIDED AS AN INSn1UMENT OF SERVICE BY THE FACHITECT AND 5 INTENDED FOR USE ON TH5 PROJECT ONLY. THIS DRAWING REIWNS THE PROPERLY OF THE ARCHBECT AND S 12 BE RETURNED TO XIM UPON DETERMINATION Of IMFNT. All DRAWWGS, SPECIflGPONS, DESIGNS, MODELS, AND ARRANGEMS APPEARING HEREIN CONSnNTE$ 1HE OMCHNAL AND RE UNPUBUSNED WORN OF EM THE ARCHffECi. Aflt REPROOUCTpN, USE OR DISCLOSU OF THE PROPRILTARY INFORMATgN COMNNED HEREIN WNW' THE PRIOR CONSEM Qi THE MCH 6 STRICTLY P ROMIaffED. © 1998 BY IWNNA DESIGN GROUP Inc SPECIFICATIONS ENGINEERING PRELIM. LANDLORD REVIEW � 2- 01 AS -2 DANIEL TESSAROLO PROJECT COORDINATOR atorae CHECKED BY: D.L.T./ K.L.B. FINAL LAND! ORD REVIEW 6/14/99 BID/ PERMIT .6/14/99 CITY OF 0 • Project MNMpement • General Comtr!ption • 4301 WLAETTE AVE • Ro810 Mea!loRN L 80008 • PH 847.705.7050 • FX 847.705.7705 • PE' MDNE6ENTER SECURITY SYSTEM: ROLLER GRILLE 1W7K4 ELECTRIC SWITCH LOCK PLUS 1 E74- R710 -625 COPPER CYLINDER LOCK FOR GRILLE. VERIFY MOUNTING OF HARDWARE WITH LANDLORD REPRESENTATIVE AND TENANT CRITERIA. A. WHENEVER THE HARDWARE INSTALLATION IS MADE MORE THAN ONE (1) MONTH PRIOR TO ACCEPTANCE OF THE WORK, MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. CLEAN AND RE- LUBRICATE OPERATION ITEMS AS NECESSARY TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCK SETS AND CLOSURES TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURERS REPRESENTATIVE. B_ VERIFY WORKING CONDITION OF EXISTING HARDWARE. SECTION 09110 LIGHT GUAGE METAL FRAMING 2. MAINTAIN AMBIENT TEMPERATURE BETWEEN 50 DEGREES FAHRENHEIT AND RELATIVE HUMIDITY BELOW 70% FOR NOT LESS THAN 24 HOURS PRIOR TO DURING AND AFTER INSTALLATION OF ACOUSTICAL CEILING COMPONENTS. PART 2- PRODUCTS THE APPLIED RADIANT ENERGY CORPORATION MACHINES A SMALL CRUSH NUB ABOVE THE TONGUE ON ITS GAMMAPLANK FLOORING. THIS NUB CREATES A SMALL, BARELY NOTICEABLE, BUT IMPORTANT GAP BETWEEN ROWS OF FLOORING. THE GAP ALLOWS FOR MOISTURE INDUCED EXPANSION IF THE FLOORING 15 EXPOSED TO HIGH HUMIDITIES. NO MATTER HOW CAREFUL THE INSTALLER, SOME CONSTRUCTION DUST AND DIRT WILL ACCUMULATE ON THE FINISHED FLOOR THROUGH THE INSTALLATION, THEREFORE THE MANUFACTURER RECOMMENDS A GOOD CLEANING (GAMMA CLEANING) OF THE FLOOR AT LEAST 48 HOURS AFTER THE INSTALLATION IS COMPLETED BY T.C.C. • 3. GAMMA CLEAN APPLICATION: SECTION THE FLOOR AREA INTO SMALL WORKABLE SECTIONS OF 40 TO 50 SQUARE FEET, SPRAY A SUFFICIENT AMOUNT OF CLEANER (APPROXIMATELY ONE SQUIRT PER SQUARE FOOT) ONTO THE FLOOR THEN LIGHTLY BUFF THE WETTED AREA IMMEDIATELY. IF THE FLOOR IS MODERATELY DIRTY, USE A GAMMAPAR GREEN SCRUBBING PAD FOR THIS OPERATION, AS IT IS MORE ABRASIVE AND THUS PROVIDES A MORE AGGRESSIVE SCRUBBING ACTION. THE BUFFING ACTION OF A ROTARY FLOOR CARE MACHINE INSURES COMPLETE COVERAGE, PICKS UP EXCESS CLEANER AND LOOSENS GROUND IN DIRE, THEN PICKS IT UPS TO THE PAD. WHEN YOU ARE NOT TRYING TO POLISH THE FLOOR, YOU ARE CLEANING IT AND WORKING IN THE OILS ALLOW 60 TO 90 MINUTES TO ELAPSE BEFORE POLISHING WITH A GAMMAPAR TAN NYLON POLISHING PAD. THIS WAITING PERIOD ALLOWS THE SOLVENTS IN THE CLEANER TIME TO EVAPORATE. FOR NERVILY SOILED FLOORS, IT MAY BE NECESSARY TO DAMP WIPE THE FLOOR WITH A WELL SQUEEZED CELLULOSE MOP. USING A MILD DETERGENT IN THE CLEANING WATER ALLOW TO DRY THOROUGHLY, THEN PROCEED WITH THE STANDARD GAMMACLEAN I ROUTINE MAINTENANCE PROCEDURES. THESE BRIEF INSTRUCTIONS ARE DESIGNED TO GUIDE THE FLOORING CONTRACTOR THROUGH THE REMODELING OF THE BROOKSTONE STORES. THEY ARE NOT INTENDED TO REPLACE THE COMPLETE MANUFACTURERS INSTALLATION INSTRUCTIONS, WHICH CONTAIN SAFETY WARNINGS, FIRST AID INSTRUCTION, AND MANY OTHER DETAILS RELATING TO INSTALLATION AND MAINTENANCE OF GAMMAPAR PRODUCTS. 4. SUB - CONTRACTOR SHALL REMOVE ALL FOREIGN MATERIAL INCLUDING CARPET GLUE AND RESIDUE PRIOR TO FLOOR INSTALLATION. D. SUB - CONTRACTOR TO CLEAN FLOOR PER SPECIFICATION SECTION 01700 AND MANUFACTURERS INSTRUCTIONS AT COMPLETION OF WORK. SECTION 096)50 RESILIENT FLOORING 2. MATERIALS NOT SPECIFICALLY INDICATED, BUT REQUIRED, SUCH AS LINSEED OIL, SHELLAC, THINNERS, AND THE LIKE TO BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE FEDERAL OR STATE SPECIFICATION STANDARDS. • 3. ALL WORK PREMIUM GRADE. H. INSPECTION: 1. VERIFY SUBSTRATE IS SATISFACTORY FOR WORK IN THIS SECTION DO NOT PROCEED UNTIL A NTCTS HAVE BEEN CTORE IMPLIES 2. BY STARTING PAINTING, THE CONTRACTOR MPLIES THAT HE HAS ACCEPTED THE SURFACES AS BEING FREE OF DEFECTS. I. PREPARATION -NEW WORK. 1. MISCELLANEOUS STEEL AND IRON TO INCLUDE METAL DOORS AND FRAME: I. SURFACES SHOP - PRIMED: REMOVE SURFACE CONTAMINATION FROM ALL SURFACE& SOLI AT FIELD-WELDED L T SET OR TIME ABRADED SPOTS APPLY A PHOSPHORIC ACID ETCH SOLUTION AND LET SET FOR THE RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. H. SURFACES NOT SHOP PRIMED: REMOVE RUST AND SCALE BY WIRE BRUSHING OR OTHER METHODS. REMOVE DUST, DIRT, OIL GREASE, CLEAN SURFACE BY SOLVENT WASH, APPLY PHOSPHORIC ACID SOLUTION, AND LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. III. GALVANIZED IRON: REMOVE SURFACE CONTAMINATION, WASH METAL WITH PHOSPHORIC ACID OR APPLY ONE COAT OF ETCHING TYPE PRIMER. 2. WOOD PRODUCTS TO BE PAINTED. REMOVE SURFACE CONTAMINATION DIRT, AND MINOR GRIT. SPOT COAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL AND NAIL HOLES AND FINE CRACKS AFTER PRIMER HAS DRIED AND SAND SMOOTH, LEVEL WITH SURFACE READY FOR FINISH COAT. 3. WOOD - PRODUCTS TO BE STAINED: REMOVE SURFACE CONTAMINATION. DUST AND GRIT, AFTER STAIN COAT, FILL NAIL HOLES WITH MATCHING COLOR FILLER. 4. GYPSUM WALLBOARD: I. REMOVE ANY MINOR SUBSEQUENT CONTAMINATION, DUST, AND DIRT. II. IF SURFACE DEFECTS APPEAR AFTER PRIME COATING, NOTIFY JOB SUPERINTENDENT AND ARCHITECT REQUIRE DEFECTS REPAIRED BY AND AT EXPENSE OF DRYWALL TRADE. AFTER DEFECTS ARE CORRECTED, PROCEED WITH FINISH PAINTING, AGAIN USE PRIMER OVER REPAIRED AREAS. 5. MECHANICAL AND ELECTRICAL WORK: PREPARE METAL SURFACES AS SPECIFIED HEREIN ABOVE FOR MISCELLANEOUS STEEL AND IRON AS APPLICABLE TO TYPE OF MATERIAL SCHEDULED TO BE PAINTED. REMOVE DIRT, GREASE, AND OIL FROM CANVAS AND COTTON INSULATION COVERING. J. PREPARATION- EXISTING WORK 1. CLEAN TO EXTENT REQUIRED, AND /OR REMOVE EXISTING COATINGS. 2. WOOD PRODUCTS TO BE PAINTED: THICK AND SHARP EDGES OF PAINT BUILD- UPS, RUNS, AND SAGS SHALL BE SANDED SMOOTH (FEATHERED EDGE), REPAIR AND SAND SMOOTH ALL SURFACE DEFECTS. INCLUDING ONSET /RESET NAILS, CRACKS AND GOUGES. 3. GYPSUM WALLBOARD: FILL, SAND SMOOTH ALL SURFACE DEFECTS, SAND GE C PRIOR LICBEION F DS. 4. EXXPPOO GLASSY SE C CO ONCRR PRIOR FLOOR R SHHAALL BE CLEAAN A ANND DRY, AND PREPARED IN ACCORDANCE WITH PAINT MANUFACTURERS REQUIREMENT. K. APPLICATION: - 1. APPLY PAINT OR FINISH BY METHODS GENERALLY ACCEPTED BY THE TRADE TO ACHIEVE APPROVED FINISHES. 2. COMPLY WITH RECOMMENDATIONS OF PRODUCT MANUFACTURER FOR DRYING TIME BETWEEN SUCCEEDING COATS. 3. VARY COLOR OF SUCCESSIVE UNDERCOATS. 4. SAND AND DUST BETWEEN EACH COAT TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF 5 FEET. 5. SUB - CONTRACTOR SHALL PAINT WALL SURFACES INDICATED ON PLANS USING A MINIMUM OF TWO (2) COATS OF PAINT AND PRIMING WHERE REQUIRED. 6. ALL PAINT WORK SHALL BE FIRST QUALITY WITH NO DEFECTS. 7. DRYWALL PAINT SHOULD BE APPLIED BY ROLLER. PAINT APPLIED TO WOOD SHALL BE BRUSHED ON. 8. SEAL ALL GYPSUM WALL BOARD TO RECEIVE WALL COVERINGS WALL COVERINGS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L. FINISH SCHEDULE SEE DRAWINGS IF PAINTING CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR PROPER FINISH OF HIS WORK, HE SHALL NOTIFY TENANT AND NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED. SECTION 10400 - STOREFRONT SIGNS /LOGOS: GENERAL NOTES I. MANUFACTURERS: A. ACCEPTABLE MANUFACTURERS: 1. SUSPENSION SYSTEMS: U.S.G. INTERIORS, INC. - DONN CEILING SUSPENSION (PREFERRED). ARMSTRONG WORLD INDUSTRIES (ALTERNATE) CHICAGO METALUC CORPORATION (ALTERNATE) 2. ACOUSTICAL PANELS: U S.G. INTERIORS INC. (PREFERRED). A RMSTRONG WORLD INDUSTRIES (ALTERNATE) CELOTEX CORP. (ALTERNATE) B. PRODUCT OPTIONS AND SUBSTITUTIONS: 1. REFER TO TECHNICAL SPECIFICATIONS SECTION D1600. II. SUSPENSION SYSTEM MATERIALS: A. GRID: GRID FOR PUBLIC AREA: GRID ASTM C635, INTERMEDIATE DUTY FIRE RATED OR NON -FIRE RATED EXPOSED T COMPONENTS DIE CUT AND INTERLOCKING ELECTRO- GALVANIZED STEEL, WHITE FINISH 15/16 INCH REVEAL. USG DONN - PREFERRED B. STRUCTURAL STEEL SUPPORT REQUIRED WHERE ROOF BEAMS EXCEED FOUR FOOT SPACING. 1. COLD ROLLED STEEL SECTIONS (PRIMED) CAPABLE OF SUPPORTING CEILING GRIDS WITH DEFLECTIONS AS SPECIFIED. C. ACCESSORIES STABILIZER BARS, CLIPS, SPLICES, EDGE MOLDINGS, AND HOLD DOWN CLIPS REQUIRED FOR SUSPENDED GRID SYSTEM. D. SUPPORT CHANNELS AND HANGERS: 1 GALVANIZED STEEL SIZE AND TYPE TO SUIT APPLICATION TO RIGIDLY SECURE ACOUSTIC CEILING SYSTEM INCLUDING INTEGRAL MECHANICAL AND ELECTRICAL COMPONENTS WITH MAXIMUM DEFLECTION OF 1/360, WIRE GA AS PER CODE. ill. ACOUSTIC UNIT MATERIALS 1. SALES FLOOR CEILING TO BE 2x2x3/4" USG WHITE /76775. 2. STOCKROOM (WHERE NEEDED) TO BE 2X4 FISSURED SQUARE EDGE 050 #562 PART 3 - EXECUTION A. CODES AND STANDARDS 1. ASTM C754 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD. 2. ASTM C -645. SPECIFICATION FOR NON -LOAD (AXIAL) BEARING STEEL STUDS, RUNNERS (TRACK) AND RIGID FURRING CHANNELS FOR SCREW APPLICATION FOR GYPSUM BOARD. B. MATERIALS: 1. STEEL STUDS, RUNNERS, AND CHANNELS: CONFORM TO ASTMC -645. 2. GAUGES: AS INDICATED ON DRAWINGS PER STUD SCHEDULE FOR HEIGHT AND LOADING REQUIREMENTS. STOREFRONT SOFFIT AND BRACING AS INDICATED. 3. ACCESSORIES: AS INDICATED AND AS RECOMMENDED BY REFERENCE STANDARD AND MANUFACTURER. C - INSTALLATION INSTALL IN ACCORDANCE NTH ASTM C754 AND MANUFACTURERS RECOMMENDATIONS - SECTION 09250 GYPSUM WALLBOARD A. CODES AND STANDARDS: GYPSUM ASSOCIATION, GA -215, RECOMMENDED SPECIFICATIONS FOR APPLICATION AND FINISHING OF GYPSUM BOARD. ASTM C -36. SPECIFICATION FOR GYPSUM WALL BOARD- B- MATERIALS: CONFORMING TO ASTM C -36, AND DELIVERED TO THE JOB SITE WITH END TAPERS BEARING UNDERWRITERS LABORATORIES LABEL, WITH THE CORRECT DESIGN NUMBER FOR THESE DRAWINGS AND SPECIFICATION UNLESS SHOWN DIFFERENTLY ON PLANS. WATER RESISTANT BOARD, 5/8 THICK, TAPED EDGES, " ' TM C -630 1. SCREWS: TYPE S, BUGLE HEAD, LENGTH AS REQUIRED CONFORMING TO ASTM C -646- 2. TREATMENT MATERIALS: JOINT TYPE AND COMPOUND AS RECOMMENDED BY WALLBOARD MANUFACTURER CONFORMING TO ASTM C- 474 -5. 3. CORNER BEADS, METAL TRIM, AND OTHER ACCESSORIES SHALL BE GALVANIZED STEEL. 4. USE 5/8' TYPE ' %- TILE BACKER BOARD (USG DUROCK OR APPROVED EQUAL) AS A SUBSTRATE FOR TILE TO BE APPLIED TO VERTICAL SURFACES UNLESS OTHERWISE INDICATED. 5. VERIFY THAT THE EXISTING WALL SURFACE IS SMOOTH AND SUITABLE AS A SUBSTRATE FOR THE FINISH ( ES ) LISTED ON THE FINISH SCHEDULE. C. INSTALLATION: 1. INSTALL AND FINISH ACCORDING TO GA -216 AND WALL BOARD MANUFACTURERS RECOMMENDATION'S WHERE A ONE HOUR FIRE RATING IS REQUIRED. 2. INSTALL WATER RESISTANT GYPSUM WALLBOARD IN HIGH - MOISTURE AREAS SUCH AS TOILET ROOMS. 3. GYPSUM WALL BOARD INSTALLED ON METAL STUDS TO BE FASTENED WITH POWER DRIVE, SELF - TAPPING DRYWALL SCREWS, ONE INCH OR LONGER IF REQUIRED. 4. BOARDS OF A MAXIMUM PRACTICABLE LENGTH SHALL BE USED SO THAT AN ABSOLJTE MINIMUM NEC 16ER OF END JOINTS OCCUR. WALLBOARD JOINTS AT OPENING SHALL HE LOCAYED SO THAT NO END JOINT WILL ALIGN WITH EDGES OF THE OPENING. SCREWS SHALL BE LOCATED 1/8 MINIMUM TO 1/2 MAXIMUM OF EIGHT (8) INCHES O.C. ON WALLS. GYPSUM WALL BOARD ON PARTITIONS AND CONSTRUCTION EXTENDING TO THE STRUCTURE ABOVE SHALL BE CUT TO FlT TIGHTLY AROUND DECK FLUTING, STRUCTURAL MEMBERS AND OTHER PROTRUSIONS CROSSING THE PLANE OF THE WALL BOARD. 5. JOINT COMPOUND SHALL BE MIXED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS CONTAINED ON THE PACKAGE. 6. TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS APPROXIMATELY FOUR (4) INCHES WIDE. THIS IS TO BE IN THREE (3) COST PROCESS. ALLOWING 24 HOURS DRYING BETWEEN COATS. ALL NAILS, SCREWS HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE (3) COAT FINISH USING THE SAME MANNER. JOINTS TO BE SANDED SMOOTH 7. ALL INSIDE CORNERS SHALL BE COATED WITH AT LEAST TWO (2) COATS OF JOINT COMPOUND WITH THE EDGES FEATHERED OUT. 8 FLANGES OF CORNER BEADS AND TRIM SHALL BE CONCEALED BY AT LEAST TWO (2) COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9 INCHES ON BOTH SIDES OF THE EXPOSED METAL NOSE. 9. ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR WALL FINISH SECTION 09510 SUSPENDED ACOUSTICAL CEILINGS 1 INSPECTION A. VERIFY THAT EXISTING CONDITIONS ARE READY TO RECEIVE WORK. B. VERIFY THAT LAYOUT OF HANGERS WILL NOT INTERFERE WITH OTHER WORK. C. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. II. INSTALLATION A. INSTALL SYSTEM IN ACCORDANCE WITH ASTM C636 AND AS SUPPLEMENTED IN THIS SECTION. B. INSTALL SYSTEM CAPABLE OF SUPPORTING IMPOSED LOADS TO A DEFLECTION OF 1/360 MAXIMUM. INSTALL COLD ROLLED SECTIONS SPAN BETWEEN ROOF JOISTS. C. INSTALL AFTER MAJOR ABOVE CEILING WORK IS COMPLETE. COORDINATE THE LOCATION OF HANGERS WITH OTHER WORK. D. HANG SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES, AND CONDUIT. WHERE CARRYING MEMBERS ARE SPLICED, AVOID VISIBLE DISPLACEMENT OF FACE PLANE OF ADJACENT MEMBERS. E. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGER, REINFORCE THE NEAREST AFFECTED HANGES AND RELATED CARRYING CHANNELS TO SPAN EXTRA DISTANCE. F. CENTER SYSTEM ON ROOM AXIS LEAVING EQUAL BORDER UNITS OR LOCATE ACCORDING TO THE REFLECTED PLAN/ G- DO NOT SUPPORT COMPONENTS ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHT CAUSES TOTAL DEAD LOAD TO EXCEED DEFLECTION CAPABILITY. SUPPORT FIXTURE LOADS BY SUPPLEMENTARY HANGERS LOCATED WITHIN 6 INCHES OF EACH CORNER, OR SUPPORT COMPONENTS INDEPENDENTLY. H. DO NOT ELECTRICALLY LOAD SYSTEM, OR PRODUCE ROTATION OF RUNNERS. I. INSTALL EDGE MOLDING AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING LONGEST PRACTICAL LENGTHS, MITER CORNERS, PROVIDE EDGE MOLDINGS AT ,UNCTIONS WITH OTHER INTERRUPTIONS. FIELD RABBETS PANEL EDGE. WHERE ROUND OBSTRUCTIONS OCCUR, PROVIDE PREFORMED CLOSURES. TO MATCH EDGE MOLDING REFER TO ARCHITECTURAL DETAILS FOR EDGE CONNECTIONS TO ALL WALLS. J. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECT DETRIMENTAL TO APPEARANCE AND FUNCTION. K. LAY DIRECTIONAL PATTERNED UNITS IN BASKET WEAVE PATTERN FIT BORDER NEATLY AGAINST ABUTTING SURFACED. L. INSTALL ACOUSTIC UNIT LEVEL. IN UNIFORM PLANE, AND FREE FROM TWIST, WARP AND DENTS. M. INSTALL HOLD -DOWN CLIPS TO RETAIN PANEL TIGHT TO GRID SYSTEM WITHIN 20 FT OF AN EXTERIOR DOOR. 111. TOLERANCES A. VARIATION FROM FLAT AND LEVEL SURFACE; 1/8 INCH IN 10 ET. B. VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: TWO DEGREES MAXIMUM. IV CLEAN UP A. REMOVE ALL TRASH CAUSED BY WORK OF THIS SECTION FROM THE PREMISES. SECTION 09550 - WOOD FLOOR A. EXTRA STOCK: 1. TILE FLOORING, ONE (1) BOX FOR EACH TYPE, SIZE, AND COLOR INSTALLED. 2. BASE, 12 LINEAR FEET OF EACH BASE COLOR. B. MATERIAL: . 1. VINYL COMPOSITION TILE, SHEET VINYL, AND VINYL BASE AS INDICATED IN COLOR SCHEDULE. 2. RESILIENT EDGE STRIPS: HOMOGENEOUS VINYL OR RUBBER, COMPOSITION TAPERED OR BALL LSOSE EDGE, COLOR TO MATCH FLOORING. .. 3. ADESIVES: WATERPROOF, STABIIZED TYPE AS RECOMMENDED BY FLOURING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. C. INSTALLATION: STRICTLY FOLLOW MANUFACTURERS WRITTEN DIRECTIONS SUITING CONDITIONS OF INSTALLATION. D. FINISHING AND CLEANING 1. PROTECT FLOORS FROM ROLLING LOADS FOR 48 HOURS AFTER INITIAL INSTALLATION. ■ 2. INITIAL MAINTENANCE AFTER INSTALLATION: I. STRICTLY FOLLOW MANUFACTURERS WRITTEN INSTRUCTIONS. II. DAMP MOP, CAREFULLY REMOVE STAINS, MARKS, ETC. 3. PREPARE FOR USE: I. STRICTLY FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS. II. MEN THOROUGHLY CLEAN AND DRY, BURNISH WITH BUFFING PAD OR BRUSH, SWEEP AND VACUUM. SECTION 09680 - CARPETING SOUTHCENTER LEASE 633 TUKWILA, D U 1�00��(I I )� iif IIL���JJJ ���yyy \uJ2S MALL SPACE: E544 SOUTHCENTER BLVD. WA. 98188 A. DESCRIPTION OF SYSTEMS: CARPET FURNISHED BY OWNER INSTALLED BY SUB - CONTRACTOR. B. EXTRA STOCK PROVIDE 10 102 FIELD PIECE AND DELIVER UNUSED CARPET PIECES, 2 -0 LEAST DIMENSION, TO OWNER. C. MATERIALS: 1. FIELD CARPET: AS INDICATED ON FINISH SCHEDULE. 2. INSTALLATION MATERIALS: FLOOR AND SEAM ADHESIVE, TAPE, AND ACCESSORIES AS RECOMMENDED BY CARPET MANUFACTURER. - D. INSPECTION 1. VERIFY SUBSTRATE SATISFACTORY FOR WORK OF THIS SECTION. DO NOT PROCEED UNTIL DEFECTS HAVE BEEN CORRECTED. 2. DO NOT INSTALL CARPET OVER CONCRETE SUBSTRATE UNTIL CONCRETE HAS CURED 30 DAYS MINIMUM. 3. INSTALL CARPET WITHIN ALLOWABLE TEMPERATURE RANGE STATED BY MANUFACTURER. E. INSTALLATION: ON: 1. PROVDE CLEAN SMOOTH SURFACE FOR PROPER INSTALLATION. 2. ADHESIVE AS RECOMMENDED BY CARPET MANUFACTURER. 3. PROVIDE LATEX ALONG ALL CUT EDGES OF CARPET TO PREVENT UNRAVELING. 4. LEAVE ALL MAJOR SCRAP PIECES AT JOBSITE. 5. 6 HOT SEAM TAPE (0R) SEAM GLUE MUST BE USED ALONG CARPET EDGES AT CROSS SEAMS TO MINIMIZE THE POSSIBILITY OF SEPARATING OR UNRAVELING. SECTION 09900 - PAINTING 1. GENERAL SIGNS PROVIDED BY TENANT, INSTALLED BY TENANT SIGN CONTRACTOR. PROVIDE SHOP DRAWINGS TO TENANT AND LANDLORD PRIOR TO STARTING ANY WORK. ELECTRICAL CONTRACTOR TO PROVIDE SERVICE. TENANT GENERAL CONTRACTOR TO COORDINATE ALL WORK. 2. MATERIALS: ILLUMINATED PLASTIC FACED SIGN WITH INTERIOR NEON, SIZE AS SHOWN ON DRAWINGS. SECTION 10520 - FIREFIGHTING EQUIPMENT s. ,ro, HANNA DESIGN GROUP Inc ' £ D Project Management • General Construction • king 430 Mm Meadows .6 600 8 • • PH 8477057050 • fX 847.705.7705 • 1. GENERAL GENERAL CONTRACTOR TO VERIFY NUMBER OF FIRE EXTINGUISHERS REO'D AT JOB SITE AND PROVIDE AND INSTALL MOUNTING HARDWARE AND EXTINGUISHERS. 2. MANUFACTURER AM TE RUFACTURED BY J.I. INDUSTRIES OR ARCHITECT APPROVED EQUAL. 3. MATERIALS A. FIRE EXTINGUISHER (5) TO BE COSMIC 5E. B. WALL BRACKET (S) TO BE MODEL NO. MB818 4. INSTALLATION AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. SECTION 10800 - TOILET ACCESSORIES PART 1- GENERAL I. REFERENCES A. REFERENCE STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE STANDARDS NOTED HEREIN, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CON-TRACT RACT DOCUMENTS. A COMPLETE LISTING OF APPLICABLE REFERENCE STANDARDS, INCLUDING FULL. NAME OF PUBLISHING AGENCY AND DATE OR EDITION NUMBER, IS CONTAINED IN TECHNICAL SPECIFICATIONS SECTION 01091. 1. ASTM C635 -METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILING. 2. ASTM C636 - INSTALLATION OF METAL CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY -IN PANELS. 3. ASTM A611- STEEL, COLD ROLLED. CARBON STRUCTURAL 4. AWCI(ASSOCIATON OF WALL AND CEIUNG INDUSTRIES) SPECIFICATIONS GUIDE FOR COLD ROLLED FORMED STEEL STRUCTURAL MEMBERS. 5. UL- UNDERWRITERS LABORATORIES SYSTEM RATINGS B. REGULATORY REQUIREMENTS: 1. CONFORM TO APPLICABLE CODE FOR COMBUSTIBILITY REQUIREMENTS FOR MATERIALS 11. QUALITY ASSURANCE A. QUALIFICATIONS: i THAN MANUFACTURER YE IN THE MANUFACTURING/ FABRICATION LESS OF THE TYPE OF PRODUCTS SPECIFIED. 2. INSTALLER QUALIFICATIONS: INSTALLER SHALL HAVE NOT LESS THAN THREE (3) YEARS OF DOCUMENTED EXPERIENCE IN THE INSTALLATION OF THE TYPES OF PRODUCTS SPECIFIED. 3. PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE TRAINED AND EXPERIENCED IN THE INSTALLATION METHODS AND MATERIALS SPECIFIED HEREIN OR REQUIRED BY THE WORK. B. COORDINATION. . 1. COORDINATE SCHEDULING AND INSTALLATION OF SUSPENSION SYSTEM AND CEILING INSTALLATION WITH MECHANICAL, ELECTRICAL, SPRINKLER AND OTHER WORK WHICH WILL BE BUILT INTO OR IS DEPENDENT UPON SUSPENDED CEILINGS. C. WARRANTY: ALL PRODUCTS SHALL BE WARRANTED FORA MINIMUM PERIOD OF TWO (2) YEARS. IMPERFECT MATERIALS AND WORKMANSHIP SHALL BE REPLACED AT NO COST TO THE OWDER. ILL DELIVERY , STORAGE, AND HANDUNG A. PACKING AND SHIPPING: DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL, UNOPENED PACKAGES, WITH ALL LABELS INTACT AND LEGIBLE AND WRAPPING UNBROKEN. B. STORAGE AND PROTECTION: STORE ACOUSTICAL CEIUNG MATERIALS UNDER COVER AND PROTECTED FORM EXPOSURE TO MATERIALS UNDER COVER AND PROTECTED FROM EXPOSURE TO MOISTURE AND PHYSICAL ABUSE. REMOVE DAMAGED MATERIALS AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. IV. PROJECT CONDITIONS A. ENVIRONMENTAL REQUIREMENTS 1. DO NOT BEGIN INSTALLATION OF ACOUSTICAL PANELS OR SUSPENSION SYSTEMS UNTIL THE BUILDING IS ENCLOSED AND PERMANENT HEATING AND COOLING SYSTEMS ARE IN OPERATION, AND RESIDUAL MOISTURE FROM PLASTER, CONCRETE, TERRAllO, OR OTHER WET OPERATIONS HAVE DISSIPATED. A. SUB - CONTRACTOR TO INSTALL 4 1/2' X 3/8" X 36" LENGTH T & G. PRE - FINISHED LAMINATED WOOD FLOOR BY GAMMAPAR SUPPLIED BY OWNER PRODUCT IS GLUE APPLIED PER MANUFACTURERS INSTRUCTIONS GLUE IS F. 0.1. C. B. 10C. TO PETFORM MOISTURE TEST AT COMMENCEMENT OF WORK ON SITE AND NOTIFY BRQO0STONE CONSTRUCTION MANAGER OF RESULTS BEFORE PROCEEDING WITH INSTALLATION C. MOISTURE TESTING AND INSTALLATION INSTRUCTIONS AS FOLLOWS: 1. TESTING: FOR MOISTURE -THE POTENTIAL FOR MOISTURE IN A CONCRETE SLAB OF ANY AGE IS ALWAYS A POSSIBILITY, AND THEREFORE A MOISTURE TEST SHOULD BE COMPLETED BEFORE ANY WOOD FLOOR INSTALLATION BEGINS. NEW CONCRETE WILL NEED TO BE SEATED. THE FOLLOWING PROCEDURE 15 USEFUL FOR TESTING CONCRETE DRYNESS TEST AT SEVERAL DIFFERENT SPOTS ON THE SUB - FLOOR - ONE TEST FOR EVERY 1 1000 S0. FT. OF SUB -FLOOR ) PLACE A ONE SQUARE FOOT PIECE OF CLEAR POLYETHYLENE ON THE CONCR BE CA O THAT SECURELY TAPE SE THE PLASTIC SECURELY TO THE CONCRETE 50 THAT NO MOISTURE CAN ESCAPE. ALLOW THE PLASTIC DARKENED. ORNIF IN PLACE FOR 24 HOURS MOISTURE HAS COLLECTED I AFTER 24 HOURS THE UNDERSIDE OF T H E CRETE PLASTIC FILM, THE SUB -FLOOR IS TOO WET TO INSTALL GAMMAPAR WOOD FLOORING IF EXCESSIVE MOISTURE EXISTS. GAMMAPAR MOISTURE TEST KITS SHOULD BE ORDERED AND PLACED ON THE SUB -FLOOR TO DETERMINE WHICH TYPE OF MOISTURE BARRIER WOULD BE APPROPRIATE. 2. IF THE ABOVE TEST INDICATED A DRY SLAB, THE INSTALLATION OF WOOD FLOOR CAN BEGIN, WHEN THE INITIAL LAYING LINE FOR THE PATTERN 15 ESTABLISHED, THE INSTALLER SHOULD FIRMLY FASTEN A RESTRAINING BLOCK TO THAT LENGTH OF THE FLOOR TO BE COVERED. TROWEL THE CORRECT QUANTITY OF SOLVENT ADHESIVE ALONG THE STARTING LINE (NOTCHED TROWEL 5/32" 0 X 3/16" DX 50 SO. FT. PER GALLON) AND PLACE THE WOOD FLOOR PLANKING IN THE ADHESIVE AT "FLASH OFF" APPROX 45 TO 60 MIN.. SEAT EACH PLANK THOROUGHLY IN THE ADHESIVE USING A RUBBER MALLET OR THE HANDS. AFTER INSTALLATION OF GAMMAPLANK OF GAMMAPLANK FLOORING, THE FLOORING SHOULD BE ROLLED WITH A 100 -150 LB ROLLER 1/2 TO 1 HOUR AFTER PLACEMENT OF THE FLOORING AND AGAIN AFTER 10 DAYS. THE APPLED RADIANT ENERGY CORPORATION PROVIDES UP TO 5% OF THE GAMMAPLANK FLOORING SHIPPED IN SHORT LENGTHS. THESE WILL BE LABELED AS "SHORTS" AND PACKAGED SEPARATELY. THESE SHORTS SHOULD BE USED •`^ ^ RING THE COURSES IN STAGGERED PATTERNS (STAGGER AND JOINT AT.' 0 THE WIDTH OF ON PLANK) AND FOR CUTTING IN AND AROUND COLU FIXTURES, ETC. NOT ALL PIECES OF GAMMAPLANK WILL BE TRUE AND WITHOUT SOME MINOR WARP OR TWIST. IT MAY THEREFORE BE FI Y O 5 (ITS ATLAING GAMMAPLANK TO WEIGHT AREAS Of THE FINISHED FLOOR SO THAT AN ADEQUATE BOND MAY BE ACHIEVED. - �• n 6 KENNETH L B►�.PT�� cc g ��C��TCC e °' °A° 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 - 4272 A. FOR ALL TOILET ROOMS WHERE THERE ARE EXISTING ACCESSORIES, GENERAL CONTRACTOR SHALL INSPECT THE EXISTING ACCESSORIES, THEIR CONDITION AND TYPE, FOR COMPLIANCE WITH THE LIST OF TOILET ACCESSORIES LISTED BELOW. ANY ACCESSORY EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED UPON APPROVAL BY THE OWNER. ANY ACCESSORY INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY T.G.C. PER SPECIFICATIONS. REFER TO ANY QUESTIONS CONCERNING REUSE OF EXISTING ACCESSORIES TO THE ARCHITECT FOR RESOLUTION. B. DESCRIPTION: GENERAL: TOILET ROOM ACCESSORIES TO BE PROVIDED AND INSTALLED BY T.G.C. C. PRODUCT DELIVERY, HANDLING AND STORAGE: RECEIVE, INVENTORY, AND 7 344)(1 D. SACOCESSORIESCTS PRIOR TO INSTALLATION. C1jPQ 0 1. WALL MOUNTED MIRROR. Q APPROX. 18"X30" CLEAR MIRROR PI-2% OS 2. HANDICAPPED GRAB BARS (BOBRICK) 1-1/2" DIAMETER REAR CRAB BAR TO BE 36" LONG, J SIDE GRAB BAR TO BE 42" EXTENSION ,V Dv1S ENSION IN FRONT OF WATER CLOSET i � �- LO" ABOVE FINISHED FLOOR. T.G.C. TO CONFIRM HEIGHT 0/ LOCAL CODES. 3. PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. A. DESCRIPTION OF WORK: 1. PREPARATION OF NEW AND EXISTING SURFACES. PERFORMANCE AND COMPLETION OF PAINTING AND FINISHING NEW AND EXISTING EXTERIOR AND INTERIOR SURFACES. INCLUDING MECHANICAL AND ELECTRICAL WORK IN FINISHED SPACES, AND ROOFTOP MECHANICAL UNITS. FINISH FOR FACTORY PRIMED ITEMS. 2. EXCEPT AS OTHERWISE INDICATED, ALL NEW AND EXISTING SURFACES SHALL HAVE FINISH APPLIED TO THEM. 3. COLORS: SEE COLOR SCHEDULE FOR FINISH COLOR AND MANUFACTURER. 4. SUB -- CONTRACTOR SHALL DO ALL TOUCH UP AT COMPLETION OF THE JOB WHERE OTHER TRADES HAVE MARRED THE PAINTED SURFACES. CLEAN PAINT DROPPINGS FROM HARDWARE, FLOOR, ETC. GAL B TYPE AND COLOR OR ABD FOR LON O, OT EACH IDENTIFICATION. INCLUDE DESIGNATION INDICATED ON COLOR SCHEDULE, C. PRODUCT DELIVERY, STORAGE AND HNNDLINGUFACTURER USED, 1. DELIVERY OF MATERIAL: DELIVER IN SEALED CONTAINERS WITH MANUFACTURERS ORIGINAL LABELS LEGIBLE AND INTACT. 2. STORAGE OF MATERIALS: STORE IN MANNER RECOMMENDED BY THE MANUFACTURER AND AS REQUIRED •BY BUILDING CODE AND COMPLY WITH HEALTH AND FRE REGULATIONS. 3 - HANDLING: TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PREVENT FIRE HAZARDS AND SPONTANEOUS COMBUSTION, PLACE COTTON WASTE, CLOTHS AND OTHER HAZARDOUS MATERIALS IN CONTAINERS, AND REMOVE FROM SITE DAILY. D. ENVIRONMENTAL CONDITIONS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AS TO ENVIRONMENTAL CONDITIONS UNDER WHICH COATING AND COATING SYSTEMS CAN BE APPLIED. E. PROTECTION: 1. ADEQUATELY PROTECT OTHER SURFACES FROM DAMAGE. MAKE GOOD ANY DAMAGE CAUSED BY FAILURE TO PROVIDE SUITABLE PROTECTION. 2. REMOVAL OF HARDWARE AND MISCELLANEOUS ITEMS: REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, ESCUTCHEONS, - REGISTERS, SURFACE HARDWARE, FITTINGS, FASTENING, AND THE UKE PRIOR TO STARTING WORK: REINSTALL THESE ITEMS WHEN THIS WORK IS COMPLETED. 3. DROP CLOTHS, PROVIDE DROP CLOTHS: SHIELDS, AND PROTECTIVE EQUIPMENT. EXTEND PROTECTION TO SURFACES WITHIN PREPARATION AREAS. F. GUARANTEE FURNISH TWO -YEAR WARRANTY FOR FULL VALUE OE WORK INCLUDED IN THIS SECTION. G. MATERIALS: 1. PAINT, VARNISH, STAIN AND RELATED PRODUCTS FOR PRIME INTERMEDIATE AND FINISHED COATS, TOP LINE PRODUCTION PRODUCTS OF THE FOLLOWING APPROVED MANUFACTURERS COWMAN- CAMPBELL DALYS DUTCH BOY, FULLER OBRIEN, GLIDDEN, KELLY- MOORE, PITTSBURGH, PRATT & LAMBERT, SHERWN- WILUAMS, PRESERVATIVE PAINT, PPG INDUSTRIES, TNEMEC COMPANY AND BENJAMIN MOORE, SUBMIT MANUFACTURES LITERATURE ON MATERIALS USED TO ARCHITECT FOR PREVIEW. • WW WI DRAWING PND /OR PECRRWWN 0 PROVIDED AS N! TRUMEM OF SERNCE A D WS DRAWING REMAINS THE S IS pROPERY OF W 8E SHALL RE TU RN ED TO HIM UPON DETERMINATION OF INTENT ALL DRAWINGS, SPECIFICATIONS, DESIGNS, MODELS, AND ARRANGEMENTS APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBU.EW WORK OF THE ARCHITECT. ANY REPRODUCTION, USE OR DISCLOSURE OF THE PROPRIETARY INFORMATION CONTNNEO HEREIN *MOUT THE PRIOR CONSENT OF THE ARCHRECI IS STRICTLY PROHIBITED. © 1999 BY HANNA DESIGN GROUP I nc SPECIFICATIONS IONS DRAWN B,': . R CHECKED BY: D.L.T./ D.L.T. K.L.B. M ARK DESCRIPTION DATE g4 0 REQISTEf ED METAL TOWEL HOLDER ECCO (OR) EQUIVALENT ARCH ITE I 4. SURFACE MOUNTED METAL ROBE HOOK (MOUNT TO TI INTERIOR SIDE OF DOOR) �., V t K 5. METAL MULTI -ROLL TOILET TISSUE DISPENSER. WAENTkGTMe: E. INSTALLATIOil: ��` 05160 TAMPER PROOF OR CONCEALED FASTENERS. 1. FOLLOW MANUFACTURER'S DIRECTION SUITING INSTALLATION CONDITI,v "'E 1- 45 199,1 2. PROVIDE ND INSTALL HANDRAILS IN SIZES AND LOCATIONS AS REQUIRED BY LOCAL 010 STATE BUIU7ING CODES CODES. ATTACH FIRMLY TC VIAL!S. PF,OVIDE BLOCKING: AS REQUIRED FOR INSTALLATION. SECTION 12000 FURNISHINGS ISSUED FOR ENGINEERING 5/11/99 / ISSUED FOR PRELIM. LANDLORD REVIEW 5/12/99 • ISSUED FOR FINAL LANDLORD REVIEW 6/14/99 ISSUED FOR BID/ PERMIT 6/14/99 - - RECEIVED LTA ^,; r A. ALL WALL FIXTURES AND CASH WRAPS ARE TO BE SET IN PLACE BY THE FIXTURE CONTRACTOR. B. INSTALL FIXTURES PLUMB AND LEVEL. ATTACH FIXTURES TO WALL WITH CONCEALED FASTENERS ATTACH TO METAL STUDS WHERE POSSIBLE. C. KEEP FIXTURES PROTECTED UNTIL CONSTRUCTION HAS BEEN COMPLETED IF PROBLEMS ARE EXPERIENCED IN THE PLACEMENT OF FIXTURES, CONTACT TH ///���� ARCHITECT TO RESOLVE THE MANNER IN WHICH THE SITUATION IS TO BE CORRECTED. REPAIR ANY DAMAGE TO FI %TURFS BEFORE CONSTRUCTION IS COMPLETE. ;; , r pEBM10 CENTER DENT NNM , ow/ DANIEL TESSA PROJECT COORDINATOR SHEET - I FLOOR AREA PROTOTYPE ACTUAL -THIS STORE NON —STD DESIGN TOTAL FLOOR AREA SELLING AREA NON- SELLING AREA 3500 100% 2800 80% 700 20% 3182 100% 2502 79% 680 21% DISPLAY FIXTURES PROTOTYPE ACTUAL - THIS STORE FIXTURE A FIXTURE AS FIXTURE B FIXTURE D FIXTURE DS FIXTURE F FIXTURE G FIXTURE H FIXTURE HS FIXTURE I SHOWCASE SOLUTIONS FC34" NESTING CART HC42" CAR, FEATURE FIXTURE L VERTICAL RADIUS BINS 12' -0" GRAPHIC DISPLAY AREA NON GRAPHIC MERCH. AREA LIN. FT. OF SLATWALL 12 "x15" SHELVES 18 "x15" SHELVES 24 "x15" SHELVES 36 "x15" SHELVES UNIT R SHELF RISERS PMU BINS 6 12 4 12 12 3 4 2 4 8 1 20 20 1 -2 4 -G (ONE SIDE) 8 -12 (TWO SIDES', 4 32 -40 LIN. FT. VARIES 4 PER 4' -0" OPEN SLATWALL 2 PER 4' -0" OPEN SLATWALL 1 PER 4' -0" OPEN SLATWALL 1 PER 4' -0" OPEN SLATWALL 36 45 6 12 0 12 12 3 4 2 4 8 1 20 20 2 5 5 44 LIN FT. 85 LIN. FT. 85 42 21 . 21 36 45 2 SHOWN NOT SHOWN ON PLAN NOT SHOWN ON PLAN NOT SHOWN ON PLAN NOT SHOWN ON PLAN 4 SHELVES /4' SECTION 4 SHELVES /4' SECTION NOT SHOWN ON PLAN NOT SHOWN ON PLAN OPEN SELLING PROTOTYPE ACTUAL STORE SWEDISH BED HAMMOCK GAME TABLE MASSAGE CHAIR DEMO CHAIR 1 1 2 1 2 1 1 2 1 2 NOT SHOWN ON PLAN NOT SHOWN ON PLAN NOT SHOWN ON PLAN STOCKROOM PROTOTYPE ACTUAL -THIS STORE NON -STD DESIGN BIN SECTIONS BULK SECTIONS 20 10 17 8 -3 - 2 � Lr,D� —� — AS r -- r 6' -6 1/4" P,C O FIXTURE PLAN 1 1/4 = 1 . -0 " II NON GRAPHIC I NON - GRAPHIC i NON - GRAPHIC TI II DISPLAY AREA li DISPLAY AREA DISPLAY AREA !. 24 - _ _ SOLUTIONS Mm NON- GRAPHIC NON- GRAPHIC DISPLAY AREA DISPLAY AREA 12 AS D —11" DS S' -5 3/4" FIXTURE PLAN — 1/4" = 1' -0" T' 2`,RAPHIC' 'GkAH(C �r l �(iRA6N1C% DISPLAY AREA I ,DISPLAY ARE�IC�DISPLAY ARE # 4' -0" 4 —4<>" d 4' -0" I 12' -6" �� / 'IDS D I D DS{' / / 4' -11 1/4" l' - ' _r.. ®� ._. / 12 y 13 I GRAPHIC i GRAPHIC -' I GRAPHIC I '" DISPLAY AREA DISPLAY AREA IDIPI.AY A4EA'','j S 1 AS — \ ., D DS. 28 A 1 D 1 DS \ AS k 5' - 5 3/4" As i \ 12' - 0" NON - GRAPHIC NON- GRAPHIC ! DISPLAY AREA l I DISPLAY AREA TILL 12' -0" AI' 4' 12' -3" 9 3' !' =-H - = D DS i \ `y HS I 1 0 r AS /tt D 1 !DS 1 / r A , !� -- cr1 AS J ON- GRAPHIC SPLAY AREA 3.- SALES A 2 1/2" 12' -6" t 16 !1 NON- GRAPHIC I I' GRAPHIC�:l �i t'GR APHI C /t , GRAPH( - i� � l I NON- GRAPHIC NON- GRAPHIC DISPLAY III, DISPLAY AREA DISPLAY AREA II DISPLAY AREA�I DISPLAY AREA DISPLAY EA GZ11 II _AREA �4 __1L -__ __JL !/ lu<.�i.: /LJIIlGlIIULd_ ✓_ G,:'LX.% 1 1 12 -0" 6' -2 3/4" " i 11' -0" FIXTURE SCHEDULE SOUTHCENTER MALL �I/ GRA�HIGF 7 / /I /�6'"F � /' I (SPLAY AREA DIS ARE DISPLAY AR 1L u:.. �,_...1L ✓_rl�l!!lGL,.I-i:14. 4' -0" ' 4" 4' / 12' -6 '/ l� ,3• i I � A S � \ �\ '1 DS AlEk ®I r } 5/8" TYPE 'X' GYP. BD. 5/8" PLYWOOD 3/4" SLATWALL NOTE: INDICATES LIMIT OF SLATWALL, SEE ELEVATIONS FOR MORE DETAIL. ( FIXTURE GENERAL NOTE 1. T.G.C. IS RESPONSIBLE FOR RECEIPT, COUNT, AND VERIFICATION OF ALL SHIPMENTS FOR STOCKROOM SHELVING AND MOBILE SYSTEMS. 2. T.G.C. IS RESPONSIBLE FOR PROTECTING ALL OWNER SUPPLIED MATERIALS THROUGHOUT THE WORK, AND IS TO MAKE REPAIRS AS REQUIRED. 3. ALL CONTRACTORS TO FAMILIARIZE THEMSELVES WITH LOCAL UNION RULES. ALL APPLICABLE COSTS SHALL BE INCLUDED IN THE BID PRICE. 4. FIXTURE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING LOCAL ELECTRICAL REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR AND LOCAL INSPECTOR. 5. ALL BLOCKING MEMBERS, I.E. SHELF BACKING, GLAZING STOPS, PLATFORMS, ETC. SHALL BE NON - COMBUSTIBLE. ALL F1HISHEO .W500 TO BE TREATED WITH FLAME RETARDANT. MATERIALS. WITH A MAXIMUM FLAME SPREAD INDEX OF 25. REFER TO PLANS AND DETAILS FOR LOCATION OF WOOD VENEERS. 6. T.G.C. TO PROVIDE AND INSTALL ALL FIRE EXTINGUISHEAS.- 'T.G.C. TO VERIFY PROPER SPECIFICATION PER LOCAL CODE AND VERIFY ACCEPTABLE LOCATION. 7. ALL DIMENSIONS 61856 8EPHEEN 8505865 ARE NOMINAL AND ARE SHOWN FOR CLEARANCE DESIGN PROPOSES ONLY. 1 LEASE LINE 1/2" > SLATWALL OUTSIDE SLATWALL INSIDE CORNER (TYP.) y9RNER(TYP) 1 1/2" = 1-0" 1/2„ = 1 J1114 1 5 1999 3.05 EXISTING NEUTRAL PIER PROTECT DURING CONSTRUCTION. CENTERLINE OF ROLLING GRILLE SIGN RACEWAY ABOVE EXISTING NEUTRAL PIER — PROTECT DURING CONSTRUCTION. REG!STEHEO ARCLil3i • 6 e l L. BU T AYE OR WASHINGT0RM D ir 00 SOUTHCENTER MALL LEASE SPACE: E544 633 SOUTHCENTER BLVD. TUKWILA, WA. 98188 ft©Irfte HAIFA DESIGN GROUP he Design • Profect W 1 5emenl • Generm Carmkuctco • 4301 WIAETTE AVE • Rolig Meadows L 60008 • PH 8473067060 • FX 847.7051706 • KENNETH L BUTTS ARCHITECT A.I.A. 124 STAGECOACH ROAD BELL CANYON, CA 91307 TEL. (818) 999 -4272 THIS DRAWING HAITI SPEGFICATION PIOS PRaiDED 1.111S AN INSTnUMENT aF SERVICE BY THE ARCHRECT AND R INTENDED E USE ON PROJECT ONLY THIS DRAWING DEER THE PROPERTY OF THE ARCHITECT AND SMALL BE ETU TO M MODELS, A R R UPON DETO OF F INTENT. ALL DRAWINGS, RU I HE O OR R DESgA AHD ANG H APPFAPPEARING G HEREIN CONSTTNTESTES THE OR ANN D UNPUBLI WORK UNPUBLISHED WORK O THE ARCHITECT. ANY REPRODUCTION. USE OR DISC OISCLOSUPE OF THE 5 OF THE PROPRIETARY ON I HEREIN WITHOUT THE PRIOR AR W TECT IS CONSENT OF THE ARCHITECT IS STRICTLY ICTLY PROHIBITED. HIBITED. © 1999 BY FLAN. DESIGN CROUP Inc FURNITURE /EQUIPMENT PLAN & SCHEDULE DRAWN. BY: R.B.C. 4Al2K DESCRIPTION ISSUED FOR ENGINEERING GIECKED BY; D.L.T./ K.L.B. ISSUED FOR PRELIM. LANDLORD REVIEW ISSUED FOR FINAL LANDLORD REVIEW ISSUED FOR BID/ PERMIT R 46' TO n cnY.of TuKWlla PERM.' CENTER DANA" TESSAROLO PROJECT COORDNATOR 5HEF7 DATE 5/11/99 5/12/99 6/14/99 6/14/99 F -1