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Home My WebLink AboutPermit D99-0436 - Southcenter Mall - American Eagle Outfitters - RemodelAmerican Eagle Outfitters City of Tukwila L WARNING: Parcel No: 262304 -9004 Address: 707 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: 001 North: N/A .0 South: .0. Sewer: N/A Slopes:' N Permit Center Authorized Signature: Print Name: LA'1Z DEVELOPMENT PERMIT This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last 11 010 lo Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: (206) 431-3670 D99 -0436 ISSUED 01/26/2000 07/24/2000 STORE 1997 SPRINKLERS .0 Contractor License No: 'JEMCOI *033DD OCCUPANT AMERICAN EAGLE OUTFITTERS 'Phone: 707 SOUTHCENTER MALL,`TUKWILA'WA 98188 OWNER SOUTHCENTER JOINT VENTURE :ATTN: "'JAMES J•GUDIN,'25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT .LEZLEE SPINK Phone :: 779 -5202 150 'THORN HILL, WARRENDALE PA 15095 CONTRACTOR' ' E M CONSTRUCTION INC Phone: 253 843 -2765 29506 8TH AVE S, ROY, WA 98580 * *** ****** * ** k** * * * *. * *** **** * ** * * * * * * •k * **** k ****** *•k** k ** * *** k** * *•k* * * * * *** * * **** Permit Cie.scriptibn: INTERIOR ALTERATIONS.TO AN EXISTING, TENANT SPACE *• k***• k* * * ** * ** * *** * * * *** * *•k•k * *. * * ** k• k******* k************ ***•k'* * *•k * * * * * * * ** *•k * * * **•k* Construction Valuation: '$ : 258,384.00 PUBLIC WORKS PERMITS: ' *(Water Meter Permits Listed Separate) 'Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood .Control Zone: N Hauling: N Start Time: Land Altering: N ' Cut: Landscape Irrigation: N Moving,. "OversizedLoad: N Start Time: End Time: Sanitary Side Sewer: N No;- Sewe'r.Main Extension: N Private: N Public: N Storm Drainage : N • Street Use: N Water Main Extension: N Private: N Public: N *********************• k************** * * * * * * ** * * ** * * *•k ** *** *** *'k* k ** * * * *-k** * * ** * *•**** TOTAL DEVELOPMENT PERMIT.FEES: $ 3,113.35 *** k*' k**********• k*******• k***k**• k***** k** k****' k**•k k.***** * ** *** ** * *** **** * **•kk* Size(in): .00 End Time: F i l l : . Date: I hereby certify that I have read and examined tR'is permit and know the to be true and correct. All provisions of law and ordinances governing work will be complied with, whether specified herein or not. same this The granting of this permit doe's not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: _ t /2. -(Q[Di if the work is not commenced within if the work is suspended or abandoned inspection. CITY `:0F TUKW;It:i4'.:. Ad.dr°ess 767 SOUTHCENT;ER MALI. Permit, No:. D99 -0436 :Suits T enant Status: ISSUED. t ype DEVPERM t z - Applied: .12/1611999. Parcel -`li 262304' -9004 Issued: 01/26/2000 • A*'A'Ail'A'A'A'AA'; *. .A*'A AA A * * ** -**A** Ay k*** A***********• A• A ** * *.A **** * * * * * * *' * * *•A ****•A•A A,* Per.init Condit ions T. No:, changes will be made to the plans unless approved by. the (Eng ineer and the Tukwila Buil, 2 -. 'All permits, inspe.ctra,a� :r�eoor�ds, ::arid pprovcd plans shall • be . available . at the : r ; s 1 'prior tq, the 's'6a-'6i. o,f,; any con truce i o n The sedncument' ;. :,a, o � � '' '�� re t be ma in t it 1n0 and avail abl until :fsina;l rnspect,ioh " approval is granted a E1ectr�ical „Perinit /. h .be 'olitai neilYthrought`t he W sh aington 5tate. ,Di vison l _af` bio "r and : . ;industr^ : ie ; s and .al l' i elects c al work k w i lrl ie ri n 'spected . ,bey ' ' t hat agency ' ('24,8 7 66 30 ) 4' P l umb i q, Gs °'sha,l'l' be ob {ta tried through the' S g eattle ;, In Count Y'. 0epartm t of Pub`'Li c ;idea l tih <: Plumbing will 1 be in ( s �� p pC e'c / edjj by that "including °all gas piping 5 A. l, l : t ca 1 ;.work: -sha 1 l b e � ` r under separate permit i s sue,d 1 t he Ci of Turkwila:, ,,. t� A.l:1P conSit-n ct ion to ',.,be, d r n conformance with. ap`'pr ov.ed=' plans "and.r�e of the.Un,.tfo''rm 1B ui ;ldi ng Cod ( 1;997,; Ed'itf:ion) as amended ,.Lln`tifor.m Mech'anica:l - Code (1997 E. dition) arid;,;;Wa tilling ton'Sta'te -Energy ,.Code` • (19,97 . Edition) 7. Validity , Permit'. The' i ssuanoe Of a permit or approval,.^: c pans, = Sped ti ca t i ons t and y r . .s ha 11 not be con w strued to be a permit for,,•, or an ap l_ pr:ova.„, any viola , of - .izany, the'' of the'' code or of any other ordinance of. the jurisdict - .:.No permit. presuming to g`i've, 'utho`rity violate or cancel., -th .}fir ovi; ions of '"Oil code. s 1ya11:'`be valid. • F' riot' N G / N E E /R / N G 21 Wall Strcct 208.461.15117 {Nampo; ID 83651 Fax 208.461.1588 dove @dcengineer.com Project Name/Tenant: kneVI eau_ li [Willie OS k Hos l Existing use: El Retail CI Restaurant El Multi-family ❑ Warehouse ❑pita ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SchoolCollege /University ' ther lnl✓t Z((.-t t : Le_ Value of Construption: 25g 3 FLf. 0 0 Site Address: ll/l �xuihe&ie/ Ha14 33tt B Cif State/Zip: q 707 5 e,l/64411 1ukc.i k Tax Parcel Number: Property Owner: , - iicit.Gvd A 4 .eobs Building Square Feet: fp /5 existing o7/Io /a Street Addres : City State/Zip: 5 6 .ek-4 / 4. a L J eti._ Ck, Jausl . 6 fI 4 1 1 41'4 ( Fax #: Contractor: rL3 Z • in k.1 4 ill as . Phone: Street Address: City State /Zip: Fax #: Architect: 2) L/e- C .DOtP . Ak'CN/lE_Ct•(1 AA 01310 t., Phone: AU P7-1 •a(o ?C Street Address: 0 City State /Zip: 4a / Sk) t - Are., Cup•& a ' Aft.Icuud U,(9 lam/ . 11u Fax #: 5e 3 1,17V. 6. 13 Engineer: ern -e-- aS ffrcJi i -E. c - Phone: Street Address: City State /Zip: Fax #: Contact Person: kethr S ielk. Phone: 141/ 117cf 5. 0.4,) Street Address:_ r City tate/Zip: AmediCt1Lt ltL3 & &l)��1ft tis/5) /ham Ail f.t),v u/1ry(& P,4 Is Fax #: y,441 729- 576P Description of work to be done: /J,- -& ✓/ n' a I kra h ncs - Co 1(- eicf 517 Ai a-LCu t3 6, _ Hos l Existing use: El Retail CI Restaurant El Multi-family ❑ Warehouse ❑pita ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SchoolCollege /University ' ther lnl✓t Z((.-t t : Le_ Proposed use: tail El Restaurant CI Multi-family 171 Warehouse Hospital Rif) Church ❑ Manufacturing El Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ nn,o�� //�� ,�eu Existing fire protection features: sprinklers LJtomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: fp /5 existing Area of Construction: (sq. ft.) e /.5- �f Will there be storage of flammable /combustible hazardous material in the building? El yes IZ�-c Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Pr l h. PermitNuttitt.ii 7.< ( �3 S Commercial i Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TL( "WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -367 CTPERMIT.DOC 1/29/97 FOR STAFF USE ONLY Application and plans must be complete in or.'er to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANTREQUEST ; FOR PUBLIC WORKS' SITE /CIVIL'PLAN:REVIEW OFTHE.FOLLOWING9 :(Additlonel reviews may bedetermined'by the Works Department) . ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: in Miscellaneous ❑ Water Main Extension 0 Deduct ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only u � 4 : ❑ Flood Control Zone ❑ Hauling 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. Dale aliol on acle qc DateGllcatlon E 2000 es: Applic ton PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER O AUTHORIZED AGENTL —) Signatpre; 1 a Date: % 3- c Print nart�e: ; /n� l. i, /4. , A . c ' ,:**/) je ...,.rr vibi e j:,ho 4, /•'719 . ,n_,6,2 4 F ax 'il ,. X57 / ,7% Address if 57-) 12)1.)',(q11) 1 3 - r. City /,State /Zip /� r�r,tcleiaLi Al 1 .57)9s ALL COMMERCIAL /MULTI -FAMI ' TENANT IMPROVEMENT /ALTET T1ON PERMIT APPLICATIONS MUST uE SUBMITTED WITH THE FOLLOWING: ➢',, • ia 'AW1 . TO IkE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, t ''STRU TI1RAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED •/A SUBMITTED ❑ Complete Legal Description ❑ ,❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which Include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form 11-5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent ,If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a: notarized letter from the property owner, authorizing the agent to submit this permit application obtain the permit will be requlred'as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY m _LAWS_OF_TIIE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 •t••kA * :' ?c' 4:hAt' Al #tit kk4. A' 4 kh; ��thA* t #A'i * } # #. #:}J.}tA} rL 11 QE" T111<W11 f�'. WR TE':f-iN ►3,11 4 t} 'lc* 3i i 4 .} ;kTr A.? ..4 * ,l 4 ► :A• h A A F• :S' •h at * d. *.W* k h •A:'k :A 4 .'. T� <A�lS.trf]1 �t.utnt�er . Yit»iEt�ilt;'25 i ni,tErii; t'-' ."C38J.b5 01/26 P.avti 1.1ekh i.'lii -X,,I . Not ri J F GU /4' I21141:1 .iniE; :-:'f:L Pr in;lt : 140 " 17; 99 {7. { {t , . :ype• _ I7>:: , VPEItrI DEVE i.OP1411'.Wr.PE.k1'i.1 P�r�c.'e l ': to '.'262304 S i t4 ` rt1 :9:<.i t ,.7t7: S_OUT HCE1411:.11 11ta(. .. 10ta1 F ees ' 3. 11 t :45'. 1 ctH I H1. L. Pmts: 3 i. 1 3 35 •.13aLi.irc : ,MQiy: #• 4,3} A • kh, i*4 t1i' 4** dr* A4.#,t d*4* kk.• A**• k ;k *A **,t•k•.;4_*�eA•*.•kA.#'ri: M 44d•k5tit*•k4•A4c*! 0 ci_aunE;. Code 17esri•.itt,ion Amount 0,00/ 122 : 0 )7PZO- s'10rl IN! E S• 6 9;45 09.0(1 5. B ;317 I>Lt ' ciit:CI;. .- 1tONliES 1 ,.22 7o 0O0/ 386. 9 04 ... Si ' A1':E GIJ1:l.t7l i'lG .Sl3It.GI{�+E2GE ''..'4 .5ti. * * * * * * * * * * * **** ***** ** * * ****** ** ***** *** **** * * * ************* CITY OF, TUKWILA, WA :` 1-1 l� TRANSMIT ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** *`i * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800205 Amount 1,224.70 12/16/99`11:34 Payment Method:. CHECK Notation AMERICAN EAGLE., Init: WER Permit No: D99 -0436 Type: DEVPERM DEVELOPMENT, PERMIT Parcel No: 262304 -9004 Site Address: 707 SOUTHCENTER MALL. Total Fees:. 3,113.35 This Payment:' 1,224.70 Total. ALL Pmts: 1,224.70. Balance:. 1,888.65 *******.*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Account Code Description Amount 000/3.22.100; BUILDING - NONRES 1,224.70, 9665 12/17 1716 TOTAL 1224.70 peace / C_a( L PThj p A roved per applicable e ccodes.. Approved COMMENTS: Inspector: INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 981 Project: Address: 9/) Special instructions: Dat wan ed: Reque te • 'fYI Phone r t- 4 OS O`E33 Date: if PERMIT NO. (206)431 -3670 Corrections required prior to approval. Li $47.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prole 0 "A , % j Type of Inspect' : ......;;;), 1 Ad" ,....7,...5) mg/ late calle SpecialYshtions: . 30 ( Date want d: ,... . — a..) . . Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1:1 Approved per applicable codes. COMMENTS: 1 ic Inspect INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 0 nn 19--- ft,(0 frrg/1 fr2-1 •2„) 1 1?-}6",-. Ir.-}1 ra4A 11 ( - ,12 ") , /-14,-‘, el-etA ?Li) ( 17,4. /- //709) 0,-,‹ -7 AA. _ ' ..L.I al..■ • ArAij .4 . _ . Aw „ pi.a 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: " A PERMIT NO. (206)431-3670 -00 Receipt No: Date: Project: Type of Inspection: Add Ce..s,s: �--/ Date ca : Special instructions: Date wan y 171 . Phone. 7,c .)\ -•- ' o 5—e' S7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ..,..».v...,- PERMIT NO. (206)431 -3670 El Approved per applicable codes. 4Corrections required prior to approval. COMMENTS: Cod c e v-k, 1 • e t "4 —' r L1 , 41 ON/ - 1 "7/ • r J $47.00 REINSPECT! A N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: j ,4 ,-, / c;(-- e / specV : S if of k-#........" e< ' G Date called. (e),Z 2 ) c5 1 - 0-7,94 CC - l'-e-r ‘' 11 f 1 4;1,111. Y.6.,77w CJ /?7l -C1)7/?9 s ici-Le -.) .5 / 44. Li fc)- e h fi..7, C Aitee.i2e01-1, (---. S'At ia Az c ,i— cr .t / 9,-7 pi Sta dr 111,1 64)A fv_rn,1ANA e / /A44 Pr 'ect: 1 enr a i 1 rocdee Type specV : Address: ___93;a__A C O tifralki Date called. (e),Z 03 Special instructions: r t . • Date w ted: —4r, a 05100 ‘irri- Requeeti .tortiflo; Phor _ — 05 iq INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit t ; • t T." • 4 • PERMIT NO. (206)431-3670 E] Approved per applicable codes. Corrections required prior to approval. E] $47.00 REINSPECTI�FJ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • COMMENTS: • ' Z(4 '(Air Cc9-71e4; A./ cro 44.- ge?1,14A- c-r-f,ti-r M(s5e.1> /1L( 6.0%.. AdViu T 4*v Date 1. (.,,..) a.m. :Tr/n5 Cpc... -ro "TILE, BecNif p Acc.6 s.S A f/ proJec .) Type 91 Inwegtion (f la Address: 70- L ca.Pih 1 r - Date called: Special instructions: r—ael Date 1. (.,,..) a.m. :Tr/n5 Requeste6 Phone: _ 46/ • 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. Corrections required prior to approval. D 4 9.0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. co Receipt No: Date: Project: Type of lospecti n: , Addre9�71 � C ri Date call 0 Special instructions: r Date want d: E;:'- ReuestereQ;( Ftar't&!' LPhone: t�C (9_s3— -QSI INSPECTION RECORD Retain a copy with permit INSPECT' O/1 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 4 .,..„ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $47.0 INSPECTIOI EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 71�r e7 I' J? z 7 5 Inspector: Date: Receipt No: Date: COMMENTS: C O VEJQ-t Fc4 (/5 ,..ct 4764> OF/1 /d(ti s.l, 749t_ (J2n4G S,.fee 4 TO SOW., / 01 6"0,00,,e lay .4r A is y , / Sy6ie Date waeje o1 as A (541 69aJ4 /",i1?/64> P� Proj�' iNelta a U rl T m J C( -l! to le v w.,, Ad 1P —Tuft c r Date called. d 3 /0a / ,.�,.^ti Special instructions: as ofe as y , / Sy6ie Date waeje a.m. ew Request e0 f . P� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1321 INSPECTION RECORD Retain a copy with permit J9:q- 0`36 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Insp D (o $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 ,...— j Type of Inspecti Address: pate calle • Special instruction • 4 i Date wanted: /�a,� '.= ?�`�v p.m. Requester. "Q f 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 N Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Ffr724 -1-, t?7 a ./4. //.. r q h dX v -c /-o 0 6 f $47.00 REINSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS ok 7 Type ofq� ions. ��' A(' I / 7"- a.,I,�( Date call e \ Special instructions: pritii spec= i.. ■ Date wartt,I' WO ,l ( � ;1 €' i no0A-i S t. � 7L ea 7A a� ti }ce.. 5 !sue t.is� � S d f' a ii . V 5 - Le A-c.0 h I- e 4.7 /)7 Y/ der Q rN9714 J S 4,&[.i /'/ /_\ • , ^ • Pr�^ t8I0 Type ofq� ions. ��' A ID4 c ketk I mo ( Date call e Special instructions: pritii spec= i.. ■ Date wartt,I' WO ,l ( � Requester: • vn Phone: - ba �5Gf 7 �.IQ 17 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTIOPTFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project Name /Tkr' C'149h / C I e,j Address 7 70 7 So. tilt- if• /LIy I Retain current inspection schedule Needs shift inspection x City of Tukwila Fire Department 'TUKWILA FIRE DEPARTMENT . FINAL APPROVAL' FORM Approved without correction notice Approved with correction notice issued Sprinklers. Fire . Alarm: �- Hood & Duct: Halon: Monitor: 40T Pre-Fire: Permits: Authorized Signatur FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Date o.) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 • DLR Group Architecture Engineering Design Seattle, Washington AE — Southcenter Mall, Tukwi Structural Calculations DLR Project # 73- 00- 11515 Prepared By: Beth Dufek Date: January 25, 2000 CORREC • LTR# L , i99 RECEIVED CITY OF TUKWILA NOTICE: These documents are Instruments of professional service, and information contained therein Is Incomplete unless used In JAN 2 5 2000 conjunction with DLR Group's Interpretations, decisions, observations and administrations. Use or reproduction of these documents In whole or in part without DLR Group's consent Is In violation of common law, copyrights, statutory and other reserved rights. Refer to Act_ ERMIT CENTER U.S.C., par. 511 (1991), which preempts state and local pubic records act. Refer to Act 17 U.S.C., par 301 (1991). • CONCLUSIONS •-•-` able of Contents STRUCTURAL CALCULATIONS.. . . .. ODIFIED DETAILS , . . ..................... .............. ......... DDITIONAL DETAILS . .. . . ....... . . . . ' ... . . . ./. ..,•.• ,••, 1.• • • • . •• ' ' • PERMIT CENTER RECEIVED • CITY OF TUKWILA JAN 2 5 2000 Date Subject Computed Checked Project Name Project Number 1 -ce> (I6 16 Page (of pages) 7".1a1A(,1--tke-altpt‘ ; cit.q.4,GoA), Fv-t)q&eb. toiLe Folz- cukss Esue- . . . ,otxrs\b.E. \rst. ck-f-1,tu tSa vc-tkviS; . tnA.A MPnA1kPc 4:0‘44_,LAkskplAs " \tAcc?c. Fri=.51.1AA - TV Tiwkstel-r.s' AV-CA \tvg-Knc:AA u7. o!6: ktitz4V- bs.:11m.s Fr4.- CatAt.tecNAA RECEIVED CITY OF TUKWILA PERMIT CENTER JAN 2 5 2000 Calculations Date. Subject Computed Checked • Project Name Project Number • Page (of pages) \N\ \A`6 C. 7, JA6/10A.c.401,_±‹IvAA,14.__s_Ta - 1 ot2 - Fl..- :AiAtev-io Pw zoq6 1 1 6 pj L' ( 111 f 1/ , \4 (A6c_ 3z.z. ) eIs4 e& al..- ) l'A\AkvAWIA- FK -1- 7 1c . ) 1441: (A$(, 11132. 2- fr,,AAW16 I (6)kAs1- 1 N•1 ■N.b 6c)N. 4°, \J 5te-1- RECEIVED CITY OF INKWII.A JAN 25 2000 PERMIT CENTER :4 Vim.__ • _ , in - 4 1.30 .5�vc�� C GW, C,,G,. 4 C F = 100 I . \ - t- 1,b1■A la7.4■Dfs) = I.0 t ‘A id1 b C 11� C..1‘6 6tAt- !- tAq GF ` 1. (t10 0 1 2 - Calculations. Date Subject Computed Checked Project Name Project Number Page (of pages) vt\Ae f'ceD Goas1 SItMt'►. S ((' a (. L�. 3 DLR Group RECEIVED ' CITY OF TUKWII.A JAN 2 5 2000 PERMIT CENTER = i 0 14.01" . C5il -AVA l-r� C t = 1.0 (A0 iNustui • •• • , .• •.. , " '• • Calculations Computed Checked Project Name Project Number Page (of pages) Date Subject vt t■-bg-v- 11 P.61 - 1(:6 ■1-- s-ros? tv s7t)r if2 \v1- 6 vnl 1 7. (0 k ; 1 ,6A2- 24.1/4...( ..2.G4 L. CIA, sii1 1 w‘ 0151y.; •' r ) DLR Group Th? e 1 1 - 1 0 •D15. LI r < 7 131 ve.;‘, 4fAtst. cf. II) RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTEk LEASE LINE a e C A-5 LINE OF SILL M.LO■ 4e) 51 x WOOD POST (.) le) la; MOLE 3 51t4NET STU7 COLUMN TO SUPPORT HEADER AWVE SHIM AS fREGIVIREP (NON COM:06T E) STOREFRO SCALE. 3" = DEMISING PARTITION 5 /S" MDT PANELS [w CrfP.) GL SEE (.CRNER PETAL F /A —S CrYP.) TEMP. PLATE GLASS (T"YP.) essA S TOP 1WP—I [ (TYP) I /Z" . • SHIN NON 3 "x3" STEEL T. MOOR TO AND STR r POSJ PETAIL Fa RECEIVED CITY OF TIIKNm , JAN 2 5 2000 PERMIT CENTER Df NONGOMIXJ5TIDLE NAILER A5 REP. ce.)1....ikv\ntA STOREffRO\T POST PETAL 5GALE: = IF0-11 METAL CLOSURE 5TRIP (TYP) iNsTALL IN DIRECTION SHOWN IWD-11 I I Ix 6LAZN6 STOP fr-1P-21 511IPLAP wp-,1 A H 4-1661At ON Pa.-1 511IM AS REQUIRED RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTER lx WO,M% P0f. IWP — li (r " TEMP. PLATE 55 (TYP) TRANSITION AND LINE r;EAM • • SHIM AS .). IRE17 (NON Ca0.11I1E) 753x 3x STEEL ThE SECLRELY A TO FLOOR MOW AND STRUCTURE APOvE 5te 0A77//4._ ea) A r I 2 o. Iwy- x WOOD GLAZING STOP - YR) IX TEMP. PLATE &LASS (TYP.) FOR THICKI■ESS) A-5 SOLE: 3" = 1 NJ POOR POST DETAIL of Ix WOOD TRIM \/) F (TW) LINE Cr HEADER ApalE atal PARREL HINGE PERMIT CENTER IP-41 RECEIVED CITY OF TUKWILA JAN 2 5 2066 /" TEMP. FLATE et..A (Pyr) LINE Cr SILL. ItEL • 5/8" DRYWALL 3 5/8" METAL STIR FRAMING @ 16" OL. FLOOR v nzd r J_L. LIruy I V c urrriTSl PREFAP. Iv®F t'EAM ELEMENTS Ix2" WOOD TRIM I WD-I l P-2 (rYP) IwP M StiIPLAP IWD-31 P -11 (NIP) WOOD TRIM 1P-11 3 5/8" METAL STLP FRAMING CP I6" OL. 5/8" TYPE X DRYWALL PAINT IP I X WOO? POST (wD- Cam) I /2" MMP. PLATE SLAP C •■'C 1 IL IC DRYWALL IZ'-O" ADOVE 5 /8 "AMET"AL G119 , /FRAMING @ 16" OL. j r'x6" WOOD STOREFRONT IMAM I WD-11 IP 2 1 Cr(?) E x2" WOOD TRIM WP 21 Cry?) SFtiPLAP 1W2 (Th'F) 9"--5 1 4" ABOVE MALL BOOR A WOOD TRIM WOOD POST r2l Cam) MALL I /2" TEMP. PLATE GLASS FLOOR MALL ININ EAP st1iPLAP DIAGONAL $RAGING AG REQUIRED t4 STlP F AMINE As REQUIRED aNT E DRYWALL CEILING LP MD GO srLD ITADER (rYP) DRYYW LL X 5/b " TYPE XI I2' -O" Art` PRQ`Ak_at AI WOW TR,tN � � � DEf_ E/ DISPLAYY 1� 4 SALES Af RECEi CITY OF TI JAN 2 PERMIT C! MT, PRAEGTIOP TYPE V,LL 1 CrYR) 269 TRIM (Pa') 90? TRIM ij POST (TYR) MAI I fa PLATE eLAG6 rr-o" g FL0OR ETAL &LP g 10" 12-,15al (TYR) 1/4" A150vE I v MALL FLXR IP-21 r- MALL tWCHEAD shIPLAP DIAGONAL r)RAGINe As REQUIRED m_ slip FRAmI AS REQUIRED CONTINUE DRywAL 6E11_11\0 LP OVER sTCREFRGNT GON6TRUCrIoN r o" sTRL1GTLRA_ METAL sTLI IlEAPFR (TYP.) 5/8" TYPE 'X' DRYWALL Vs" TYPE DRYWALL GEILitle AFF‘o • 2" woo TRIM N] (Po') pper GEILNe ftEAM WO0P WINN GAP TRIM Iw7-11 PET. E/A-ey sl 11 (Pr?.) DISPLAY !MY TRIM SEE r. F/ Fig (rO') IwP SALES AREA RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTER silift.AP Iwp- PLASTER PRO,EGTION Dea. DOO 3PIAY t IGTION P —I 1 4 RIN& T A x6 WOPD MAM TRIM IWP—I 2" TRIM (TYI') STR IGTUAZAL AL STI,D I NONGCNDUSTIDLE WOOD FRAMING ,5EE Dt7 STOREFRO MALL DUNIEAD T ff2EAM 6 I* 4-I) SAS S\ ,Tot' - . ,11 ?, 5 166 I TP.K DRYWALL DIA&ONN_ DRAGINS AS REOJIRED METAL Slip r A5 REL UIRED RECEIVED CITY OF TUKWILA CENTER C C C C DOME STIPh DIA60NAl_ pRAGING A5 REQUIRED uin Tr�aix 5 /a DRYWALL SIIIPLAP NONGGMPUSTIME WOOD FRAMING 5/8" METAL GTI,D WOOD I TRIM FRAMING lr` 1 METAL STU? FRAMING A5 REQUIRED I I Wp -3 ) 1 x 2." WOOD a..AZIN6 STOP 5/8" TYPE 'X DRYWALL P -3 P -I I - II CONTIN E DRYWALL GEILIN6 UP AND OVER STOREFRONT GONSTRUGTION DOME 6" STRUCTURAL Mel 6 L STUD I (TYP.) 11 I x I WOOF eLA STOP I -1 1 �M DISPLAY hAP DETAIL RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTER — DISPLAY DAY TRIM SEE PET. r Il CrrP) -E.s AREA I�- FLAP PILASTER PRO CTION • & METAL CLADDING W/ EXPOSED 5TAIN .E55 STEEL FASTENERS. FURNISHED DY TENANT, INSTALLED DY GL. SHALL PE APPLIE WI CONTACT FEUD D CEMENT AND FASTENED) A —( 14." WOOD G AZING STOP IWP = 9 MALL TILE WOOD SILL DOOR HEAD DETAIL SCALE: 3" = I' — d' fiE LEASE LINE -" LLDwk4 ..tkc, I c-tvt. I X 6 WOOD PA SS WR—I ,► ,� I M -I I SCALE: �" = I' -o I/2" TEMP. PLATE GLASS I X I WOOD GLAZING STRIP IWD—I I 2x WOOD TRIM Ivw-II lia NON(.OMDUSTOLE WOOD FRAMING 5t F wiz —,1 FR 1 ( ) CI4I Tu <wiva S- JAN 2 5 2000 2.x NCNOMOIPINTVEE NAILER — DY WOOD 0 MOU.DINS IWD --II IF 1 I NONCOMNSTIPLE SE6ORE--T-9 SLEEPER 66N6- ' /Z: ( = l.f' . " ":,,.'f Z'" � a.c;. ET I L' ' :4\0.4 = ,- • 4 Z1 PTAL (rs 60L.V MOM b V 1 1 • TS 3x3x3/16 (1) I /2 o x2 IX OP. 130Lr I11LTI KWIK Par II OR EQUAL. GONG. SLA' ON GRADE r r . S °GrlO = 1 —d /IIo I /A" f55. FL_ CITY OF TUKWU n' • JAN 2 5 2000 PERMIT CENTER I (/2_ MAX. • I MIN sd, (1\411\1)„ PAIL . C4'E FLANES , • STU?: &6W11\1 / 2 SCREYq5 11/ C ••• tRACE TO Sif2E 5TIP TO AVOID RALINS — • C META— STISS - • I A - /71 ST F . " S i LGS LG°E S i3O GGLIa1gN h &A. SCALE:: j'• =r -.d• - - FRCF ST S W Ga I,MN �i'�A: X 3" X 3 X 2.' LLNC. CLIP:._ ANC,-LE (i) 3/5 .0 {-tlLn K'NIK �CLr 1 : IN . EXISTING^. `GGNC 1 E FL OGR W/ 2 1/2". ✓1 Ai;ED 2 SIDES NAIN: i"YP. @: is. . ANaD - d' I I/2 MAX. IMIN GOPE FLANG - e5 AND ,END WED TO GO /,l M . Ht49 .D/Q SA!, r,L. 6 " - I7 SA. (MIN.) STEEL SrLDS HEADER pRAOE PFT � L 5X5_X3/8" si 3.et AN6 L.Oc m DETAIL " SEE OF Ex/ST, v CjpwCivi1L 3 5 ;4 x /E CG E ,�4� STUD 81tACA. e 4' O " o.C. /t1Ax, 411\10 Q_Z LG 414-x. a . 01 n 1 I 1 0 AO 0 On hi Mitt0t 011'00i 00i if ..9 010;1; n /i SIEr:l.. SPAGE Pt I" WIP1,11 X 5 LONE) 1 65 1S TO AL .ION WI FI r- , /5"0 • • • —v .w/t.o6K ANP 1 • "/"I6" STI_ • • 10 my Ts x PR61 <5 X 5 6) TS X ,— ':7^vkAb . t•IIS - •••••••• •••••••••••••••••••••••••••••• ;)..vIn.. EXIST: TRU5s ••••• • SflJL SPAR PL WIPITI X • 5" LONG 1161115 TO /.1C-'J WWI - 1 r (14(P • 7)/5"0 P13 - - WA .0c1<; WSII ANP Nurs • • . 716" 0-5 S1 PL ro r 13 3 x PRO11_1 EXIST" TGP, 6NORP TS x < rlely • O0 a. (2 -' • / <5 X 5) 3/£5 WAGE SU • CO EXIST. rzLOOR STRW.T 4 ra SPAN 15 EXT. , • • cc me14e. _cruo !lc E g) 4c 0.(.. (LW)) Cofq FitiG t Aiv 0 Air) told 7P At Gc6-. V/ 3 - 8 7710 ft.t ALS, ,1i , //pie ,NOIT cal. TO rAf. LOGATEP • PErWN PANEL PoiNrs' :•31 1 YPsY.a.)LLFt_. \o/ " 4'4 1„,f "rtkr \ FR A( I PI:-(21 (J)NINI flPT A II We are sending you Copies Date Description Copies Date Description Copies Date Description These are transmitted Authorized Signatur Name cc rin 'e chman Letter of Transmittal If enclosures are not as noted, please notify us at once. Date January 14, 2000 To (Organization) City of Tukwila Building Department Attention . Bob Benedicto Address City, State Zip From Erin Reichman Project Name American Eagle — Southcenter Mall Project Number 73- 00115 -15 X: ,ATTACHED UNDER SEPARATE COVER 0 Shop drawings Prints Plans El Copy of letter Change order , E Samples Specifications X' Other Lighting Fixture Schedule, Structural calculations for clips. 0' g g _. CORRE TION LTR# x •. For approval E For your use x As requested M ;For review /comment 0 For bids due P CRY OF • UKW 114 JAN 1 s 2000 PEAS CENTER El Approved as submitted 0 Resubmit E Approved as noted '0 Submit 0 Returned for corrections 0 Return El Prints returned after loan to us El Other L DLR Group 900 Fourth Avenue Suite 700 Seattle, WA 98164 -1006 tel 206/461 -6000 fax 206/461 -6049 seattle @dlrgroup.com www.dlrgroup.com El copies for approval ❑ copies for distribution corrected prints Remarks Please give me a call if there is anything else that is needed to get this permit processed. Thank you for your assistance in this matter. DLR Group Architecture Engineering Design Seattle, Washington American Eagle — Southcenter Mall Tukwila, WA Structural Calculations DLR Project # 73- 00- 115 -15 Prepared By: Gina Gobo Date: 01/17/00 I EXPIRES 1 /7A2c , NOTICE: These documents are Instruments of professional service, and information contained therein Is incomplete unless used In conjunction with DLR Group's interpretations, decisions, observations and administrations. Use or reproduction of these documents In whole or In part without DLR Group's consent Is in violation of common law, copyrights, statutory and other reserved rights. Refer to Act 17 U.S.C., par. 511 (1991), which preempts state and local pubic records act. Refer to Act 17 U.S.C., par 301 (1991). ti •, Page a..N14U10N 5 _ ... J..- T ! _._G�I�U r�vN - PRaY► f7__:A.!� �._. ?L�....� �.t ooK.._..__ . LatA. ?y FILNJ L5 ' NOT G)<° 17 To THE v uTSI VE VigA,T H E- - 2R._ 'Nor .._P 117.E _ A N y_ c2ic 170 1 F oV 1 Q A N . FA 6 e.._ s, 5 - .. 12K a_DLILr 3..... TNcs - _G.AIC.t/Ln_:no,Ns IIR _.Fvr2 ■m6K61 1_oAr7S _.oNL4 t! AN D.` o_._Nor ING1 �1:��E... IE: STK,Ue, L LN E.61Ki. o E.__ .T1 Imo .__. C'+� ASS N o .._m1.E... (a.tit aS _Tb Ar ATl(� G- rl%�55 .__..CS1,1r - • _ _ of . J - 5 k n-1E, oNky LoA : UN b.�rl�_._Go�lsIPEKhTlo 1 = 4, FINA . LoNLIUSIvN- CI�P INST�9LL�rl04. 1,06A-ri To. P1.. -..P - .. _ oNI - • • . • • • •• • ••• COMMITMENT TO QUALITY J'anuary 17, 2000 DLR Group Seattle, WA Attn: Gina From: CHM Engineering Department Re: GC200 glass clip for American Eagle Outfitters If we can. be of any further assistance, feel free to contact us at the number below. C!-!MI Engineering COMMITMENT TO EXCELLENCE . In reviewing the proposed glass clip allocation for American Eagle Outfitters storefront, 0-1141 recommends (3) GC200 glass clips minimum per vertical joint. These should be located roughly at quartet points along joint Faceplate screws should be tightened to 35 in-lb. for proper grip on glass. Material specifications for the two types of brass (360 brass body, 377 brass flathead screw) and one nylon (6-6 nylon bushing) are included with this letter. These recommended quantities are based on historical observation of existing structures. CUSTOM HARDWARE MFG. INC. • P.O. Box 846 • Keokuk, Iowa 62632 • 319-6244119 • (1) 900-262-CHMI • 74mm 664 NU Nadal Cftwod- den (503 Mechasicri frowrtes Wage- ukaY Rasim • FOrNaluig Charaanisti.:■ aoll Typicat2rt6Wsubs l'ensilr Wind* 0124 yWd Sirenth NM 151 1 C,146.00 M0111110h . trur ata wq w e i 15 W • . lu Siloam 1.6 C31080. Vaaml by birramd. haalladwd 69•41- WM. rharbbund. pimuld Awl pwrIurg. Nil ilugadind 6561 Lnaski.vlamplas. 1.1.1% bum. *qt. Nab. mai...monk IWO. ftWarlap. lamnifilwal Muth . 615 &i, as 34.5 Zal 411.63 17-63 5: 70 e7111binis ..wellesi awdbaubd. sly wilt r•addraist gum *ANL. ubllity. U464; , :laut. Wier aau mals. cluck 2 4/46.12 backs. gran. What. 7,01,11.10•01 plata. baS had Cu. 1.1 Pb. 36.1 Zu 45 13 66 70 Fair cald k..1441010v: 120.M hoe tanuabWay, Usa: beamed ■:upr. Wok aim ciagi. pburt. PIM. ?NW). Wad goup110.. Imp, luck punt, 104 iitinikrs, “% Pine. 1111111,..ord, Idoliser., ..11114%1 (*A11%. Willilltatirl. m■pc char.wass. *raw. *car flulas. 1 F i tur idwird Mod b li f4,.. 36.5 la 4 5 3 90 Suollar la C3.140t 0,5 Cu. 3.7 Pb. 36 Ti 47 17 4• MO E2 2011010 102 / Quad by al 46frabg. unatualed. pign0ft 4.3 rsiuM10011.1111011P• PSI. U2C2: cl0d1 SA, •04 null. dm* =Id *•4411b64.14. gate.. d.", ormad pthis.. ' C3 0220 Pow woos Nati 45 III i 1 um Iimileol sucftla4Iskly. F 461.44 by roacbaubs. F A t h nu .t. mg and LasrGett, th.a: licit'. ri01 00.10.10: 61101-spara .7two 16..11.04 pane. C1 all 1:= Mains ourud jlij CM. 64 1b. 4a,o Z• 54 lAs16.6 ruikal 70 45 w Combung pad macbrabilis ■ ubb 46ca11461 bat rainuibait ■ Was: cawkn6cr tidy Ow, Cflear Fro& midis Nurag Neil 1.6.9 Cu. t.0 ft. 17.0 7.0 3440 p5.50 - an la F.Jana.amg characscrilaio. ■661- to lu ej45uu to CWW6 U6.. A0401740: agIVW 117..,binc milli. C21 Fonda, Irmo • 39.5 Cu. 1.0 Pb. 10 05 Zn — si MA az. Imaaa) to 45 _ So £5146i WS *arLdadity. r... de.upi 6) WuJuip ad 41%11 lin. (U.S (awn% awl Ws bra..lird and upatuod. 1.... riurbrd. U.44: turicao 'DJ I" ramp 441 li*J. . , G1NERR • . . • , • • . •■ • • 1 / 1.7/ 0' 11 :34AM; 319.524 7574 - OLR Group; Paw, 2 NON-FERAOLIS ALLOYS Tads a (CowdRuedl. PraputsS sad Appliesdees of Wrought Coppers • • sad Copper Alloys ..r.ru.uA..s:p.>wn a..Y n. r,,ue.•e�n <•r.. «w. _.- ...- _. .... Received 1/17/ O 11:35AM; I Property Specific Gravity I Ultimate Tensile Strength, «i 73•F I Elongation. rii 73°F l Compressive Cu 10% M I 0eflection- Strength F I Tensile Modulus of Elasticity. 73 °F H l Tensile Impact Strength as 73 °F NI Flexural Strength, as 73 G { Flexural Modulus of Elasticity, Os 73 °F ' Shear Strength - Deformation Under Load 2.000 psi us 122°F r - ; Heat Deflection: 264 psi R Coefficient of Friction (Dry vs. Steen Dynamic Hardness: Rockwell A - , 731 Durometer "0 ". 73 °F Continuous Service Temperature , In Air (Max.) 66 psi t Coefficient of Linear Thermal xpansion (in /in'f k 10 ) t Melting Point 1 Dlelecenc Strength, short time. I in air al 73 °F L volume Resistivity at 737 Dielectric Constant: C 160Hz i I n 10Hz 10 Water Absorption L ; 24 hrs, immersion Saturation (1) .460" thick (2) Specimen 1 8' thick, 2' diameter (3) .040' thick ( • -- _s =_- .;.,. 319 524 7874 -R Group r:r � t } .C.Hi 11 ~� QL i8N _ r95B)I Test Method Caet Units ASTM Acrylic pitm 0-792 1.17 -1.2 psi 0-638 8,000 % 0 -638 2.0 psi 0 -695 psi 0.638 Pttlblin 01 822 Osi j 0.790 psi 0.790 psi 0 -732 - 0-785 - 0 -675 % { 0.621 .°F In/in/1 0 -696 'F 0 -648 0 -648 v /mil 10-194 OHM -CM 0-257 0.150 0.570 0 -570 11.000- 19,000 350,000 - 500,000 410,000- 520.000 12.0 350,000- 500,000 MS0 -M100 78 -94 3.5 400 10 3.5 -4.5 0 -150 3.0 -3.5 Matti 12 -.75 40 -90 180 1,41 -1.42 8.800 - 12.000 16.000- 18,000 13.000 - 15.500 375,000 - 550,000 7,700 -9,500 .15 -.35 R119.122 .3 -1.0 220 -255[ 200 -450 316 -338 0 -789 4,2 -4.7 329 -347 400 -490 380 -500 1x10 " - 1 x10 15 3.7 3.7 .12 -.25 .80 -,90 6/6 Nylotr 1.14 -1.15 9.000-12,000 60 -100 12.000 250,000 - 400,000 90 -180 12.500 - 14,000 175,000- 410.000 9,600 .17 -.43 R110 -120 060.85 180 -200 1.0 -30 400 -460 5.5 300 -400 4.5 x 10 4.1 4.0 3.4 .6 -1.5 7 -9 �,f7'afe ubject Computed Checked Project Name Project Number Page (of pages) mgwi LA ;.5 '9. .. FAN EL._ Ne IUFIr . ° g *. 5 " I WIA LA-r ►eAL L &At7. ON (7 SPsF ( UPG TA . Fp IE_110 - .�� :HI II MU1M .rolNr. LOAD Ar AN'f LoGAnoN ..aN. GIA55 = Zool b (SIMI LA.R To -IA AtL LoA G IA ? S Glop: LoGATioN_S PoINNI.. W. 1C7E2 Z Ff t.I R r ori}. I Lon vI N (a. GoNb tT1oN S 3 ' -¢u LOA t> GA5E IT S rANML. 517.F L.AlexAL Lo, —GIAs G I. ip LOAV /E ZooLb } INT. LOAD) FiXF TT) (aM / / / l / / / �! � /' ` �,f7'afe ubject Computed Checked Project Name Project Number Page (of pages) mgwi LA ;.5 '9. .. FAN EL._ Ne IUFIr . ° g *. 5 " I WIA LA-r ►eAL L &At7. ON (7 SPsF ( UPG TA . Fp IE_110 - .�� :HI II MU1M .rolNr. LOAD Ar AN'f LoGAnoN ..aN. GIA55 = Zool b (SIMI LA.R To -IA AtL LoA G IA ? S Glop: LoGATioN_S PoINNI.. W. 1C7E2 Z Ff t.I R r ori}. I Lon vI N (a. GoNb tT1oN S 3 ' -¢u LOA t> GA5E IT S rANML. 517.F L.AlexAL Lo, —GIAs G I. ip LOAV /E ZooLb } INT. LOAD) FiXF TT) (aM ate: Subject Computed. Checked Project Name Project Number Page (of pages) oAt2 GASE 6OYER N SEC.-rIoN TNIKOUL,N 6a1/15 FLAN Viet,v ) T 2 I .b.... M = Zoo( " T.(I "�.. T= ooL • P.= Zoo lb 1 UfQE Of' ZILA55 ZOO I lo = q00) b /rrcl'4 = 128 r .) 1 / 4 " S Gi( LvJ —>- T&15ILE 1 AREA = D.b3Z Irv' A ( o vM P.1 E N DI N&I I N /2 OV r%I A TE.N51o^1 vN BRA S oD\/ 1 6 1 ICs) A IIovvA T�N71orl. ot.1 .54K0n1 /Iss�,Nt� A11owADIE PE.NPINJii IN: 1(A V =7 0.50 Fy - 0,50 (is.t 2 95) = 15.75 Ks' A L- TEA 511_5 LoAPors 5eKew 4OO o = 12,5 KI <53K5.1 od alculations Date :Subject COMputed Checked Project Name Project Number Page (of pages) FIA . t7.5Jbit4 5. (A/ = 128 (1) lz.B,11ANJ WL tz8,(i 2- = 4 7\b z _.< ID /0 At-terAGAKI it\ii+ 60150 T i 6Nbik161 5TRE55 ftj /3 13,017y bh TI-.116.KN1 Es 5 e),.005 .1. G. I . • ••.• • • ; 421e-= • • • • . • . . I . . . . . . . . . . ' ' '. . " • ' ' , . : . . . . . . . . • • • - y • • . • • ^ • • • • , . • . • • 170i20'd L281. OM GTE T Z :45AM Q'� 779 5580 •' uur, k..ruup • 20;:58: FR •• tSTATE • 1)E PT1724.,779 5580 ^ ��91�206"4" (6049+ • • CHMI. GC -100 2' SQUARE ALIGNMENT CLIP, UTILIZING A 1/4" -20 FLATHEAD SCREW FOR MOUNTING. THIS CUP IS BEST USED TO VERTICALLY ALIGN GLASS PANELS WHEN THERE IS BOW CAUSED BY TEMPERING. MINIMUM 9/92' GAP IN GLASS PANELS. THIS IS OFTEN USED AS A VISUAL Dt tHGENT. GC 2" ROUND ALIGNMENT CUP, UTILIZING A 1/4"-20 FLATHEAD SCREW FOR MOUNTING. THIS CUP IS BEST USED TO VERTICALLY ALIGN GLASS PANELS WHEN THERE IS BOW CAUSED BY TEMPERING. MINIMUM 9/32' GAP IN GLASS PANELS. THIS IS OFTEN USED AS A VISUAL DETERRENT. GC-300 2'X 4" CONNECTING CLIP, THIS CURBElUIRES A5/8' DIA HOLE IN EACH PANEL OF GLASS. THIS IS BEST USED FOR CUPPING A TRANSOM TO AN ADJACENT IN -LINE SIDE LITE THAT RUNS FULL HEIGHT. IN A MALI. OR STOREFRONT APPUCATION THIS CUP CAN BE USED AS A ALIGNMENT CUP WHERE WIND LOADS ARE MORE CRITICAL AND YOU WANT MORE CONTINUITY OF STRENGTH FROM PANFLTO PANEL GC+101 2' SQUARE WALL/HEAD/SILL MOUNT TO GLASS CUP, THIS CUP REQUIRES A 5/8' HOLE IN THE GLASS. WITH PARTICULAR CLIP YOU CAN MOUNT GLASS IN ANY OPENING WITHOUT UNSIGHTLY PERIMETER METAL, THIS CUP IS RECOMMENDED ON THE 114 POINTS. GC-90 2 "X 2 -1/2" 90 DEGREE CORNER CUP, THIS CUP REQUIRES A 5/8' HOLE IN EACH PANEL OF GLASS THAT IS FORMING THE CORNER. THIS CLIP IS IDEAL FOR BOTH SHOWER AND MALL APPLICATIONS, GC -135 2 ' X 1-10 135 DEGREE CORNER CLIP, THIS CUP REQUIRES A 518' HOLE IN EACH PANEL FORMING THE NEO-ANGLE CORNER. THIS CUP IS USED FOR BOTH SHOWER AND MALL APPLICATIONS. THE GLASS CAN BE MITERED OR BUTTED. m* C. H. M. I. OFFERS ALL OF OUR CUPS INALLOF THE POPULAR PRECIOUS METALPLATEC FINISHES AS WELL AS MANY OF THE ARCHITECTURAL FINISHES. **** C:H.M.L HAS DEVELOPED A RESIN BASED ABRASIVE GASKET THAT MAXIMIZE: GRIPPING STRENGTH WHILE MINIMIZING SUPPAGE. '3N I 114)-0 ££ : S0 0002- L0 -Nkll RE: YYMnI �tv i is aaryu ? ; ,.• y,�Sl i..c� .5 ' f gE AI ESTATE. DEPT': r . • . • CMM tT Woo .•'rC.O•tffkM•t•T CNT.TO..6x..OELL'G Q! CO: e.dd'S PHONE (O0) 262 -7464 PAX (3 197 524 -7817 • , cusxoM LCAUDWARX KM. INC. P.O. BOX 866 2600 laNDISIBY RD. Boxcug IA USA 5W2 WEDS ® www.ctorLeom T0'd _, Z2l3Lb BT� +r at CUSTOM HARDWARE MANUFACTUR INCORPORATED *FAX TRANSMITTAL. 'nen The Deck Of Au Walker, Saks iL. • / • DATE: •^ // - TO: - ,Qoo All Glass Shower Enclosure Hardware- } uLH Group. Pap °�� ,��-iv �T � 6I60'491 r P:O DNI IGtFD • NUMBER OF PAGES(h cJndiog eQver): ££ :6A 0002- L2 -►l1 twtoiadssdee the WIC dills edd c tai taw ev siAaanGdatudiarmwadaw tryou Ire ow ma it guided tmipi you ore uair{od test anY diwwai.;mie,b difa9weloa or intb wiab Pnialitd. tCra twrc tC * V i fax in vrer. notif* ionnwriewy by toil rOsun h t to it t e rimed skims via tiro tlNtod Stun Posad Soma. We wilt rcmmbia4 soy oestm nu isayr in adikrimg thi and rcuariiai it to es. 41►ais }ai 100/170'd 2284 teS SIC I 'OW IW-O Pt:60 0002 - Ltd -NHC ** TOTAL PAGE.05 ** AN -07 09: 33 CHM! INC, O jp �jpY�7R�► moo ul .UM Ah1 :0'P' 10 050 mw sm nO OOZ 4td =5b.09,19P90Z1'. 1 1x319;" r , - , �J . .:08SS;sF1.1, i?2L?1d3Q .; dno.J 0 .H'lo < .oegs °H/ / 47! / • i" , �- 20 . 1 319 524 7827 P.03/04 I entoasiens GAO roma ow Silt 1Zl SIiP ,eacnet� aM��!aaGaunaorx+uaw.�awian vwrays4,:w• San..,.+- _ -•^... AN 07 '00 10 :58 FR O-REAL ESTATE DEPT 724 779. 5580 TO 912064616049 P. 01/05 C FAX TRANSMITTAL Date: January 7, 2000 From: Joe Swogger To James Gelose Cc: Subject: American Eagle Store #478 Southcenter Mall A COPY OF THIS DOCUMENT HAS BEEN FILED FACILITY PLANNING 17tPi • I,7 GOMMONWVN.TH 1712, WN NDALE, PA 15086 • ( 724) 7795267 Jay, Here is the information that we got on the glass clips for the windows. I hope this will be sufficient. Let me know if you need anything else. I really appreciate how you are helping us. b cq.O4i3 & CIT O F TUKWILA JAN 7 2000 PERMIT CENTER HOCO1V00: 1/ // u /:440AM; ie.. ',Ea oaou uLm Lwoup; raye. e - JAN 07 '00 10:58 FR AEO-REAL ESTATE DEPT.724 779 5580 TO 912064616049 P.02/05 4 bP:el. ea/ LO NW" 00/ te • cl 1 • • • .; . • COMM= 6.a PHONE (100) 262-2464 PAX (319) 524 -7827 .1" DATE: CUVOM HARDWARE KM INC. P.O. BOX 846 2600 laNDUSTRY RD. ICBM% IA USA S2632 wEesra www•douLc°171 bot 1282. On T 'PAX mil lie RE: C-6)00 .41z1b49,a • CUSTOM HARDWARE IN.nmMmON=M1•..wreA. MANUFACTURING TRANsmnuntra Desk Of Jan Walker, Saks 0.1 •. ./.4. • La 1 I AL 1 , i 41_ . 11 /M/MINM - All MISS Maurer Enclosure Hardware- • D14 I INCORPORATED NUMBER OF PAGESCumbsding awe* 4 • diA • ..,....■Y11.01.1.110■••■•■••••■,.■ Thiz fan b Woodall ate too of do otlinoos oforiposaio oontolootiol btfolookko. Ifyot tit to ioloologi u pcI etc WADI tito toy domosioptioo. dam, ergot*. orkg1 Orelibital. Vico low otoivod %i CAA in anr, notify* inowliatny by totgbaoo mod r'W'I to ot filial Marcos *iv tbo *bawl Swot Nod Sat** We rainbow soy cos/loom iJtbr i‘ otoiryin to ad rooting it la to. : 0002 C Received: 1/ 7/ 0 7:45AM; /24 / /1d bbdU ULH l.roup; rage JAN 07 '00 10 :58 FR -REAL ESTATE DEPT.724 779 5580 TO 912064616049 P.03 /0S 44111.. ' 6te t t.. 6P:0t 00, 40 NtiP GC.1OO 2' SQUARE AUGNMENT CLIP, UTILIZING A 1/4 FLATHEAD SCREW FOR MOUNTING. THIS CUP IS BEST USED TO VERTICALLY ALIGN GLASS PANELS WHEN THERE 18 BOW CAUSED BY TEMPERING. MINIMUM 9/92" GAP IN GLASS PANED. THIS IS OFTEN USED AS A VISUAL DETERGENT. GC 2" ROUND ALIGNMENT CLIP, UTILIZING A 1/4"-20 FLATHEAD SCREW FOR MOUNTING. THIS CUP IS BEST USED TO VERTICALLY AUGN GLASS PANELS WHEN THERE IS BOW CAUSED BY TEMPERING. MINIMUM 9/32" GAP IN GLASS PANELS. THIS IS OFTEN USED AS A VISUAL DETERRENT. GC•300 2 4" CONNECTING CLIP, THIS CUR REQUIRES A5/8" DIA HOLE IN EACH PANEL OF GLASS. THIS IS BEST USED FOR CUPPING A TRANSOM TO AN ADJACENT IN -LINE SIDE LITE THAT RUNS FULL HEIGHT. IN A MALL OR STOREFRONT APPUCATION THIS CUP CAN BE USED AS A ALIGNMENT CUP WHERE WIND LOADS ARE MORE CRITICAL AND YOU WANT MORE CONTINUITY OF STRENGTH FROM PANEL TO PANEL GC•101 2' SQUARE WALL/HEAD/SILL MOUNT TO GLASS CLIP, THIS CUP REQUIRES A 5/8' HOLE IN THE GLASS. WITH PARTICULAR CUP YOU CAN MOUNT GLASS IN ANY OPENING WITHOUT UNSIGHTLY PERIMETER METAL THIS CLIP IS RECOMMENDED ON THE 1/4 POINTS. GC 2 "X 2 1/2 DEGREE CORNER CUP, THIS CUP REQUIRES A 5/8' HOLE IN EACH PANEL OF GLASS THAT 18 FORMING THE CORNER. THIS CUP IS IDEAL FOR BOTH SHOWER AND MALL. APPLICATIONS. GC - 135 2" X 1.10 135 DEGREE CORNER CLIP, THIS CUP REQUIRES A5/8" HOLE IN EACH PANEL FORMING THE NEO -ANGLE CORNER. THIS CLIP IS USED FOR BOTH SHOWER AND MALLAPPUCATIONS. THE GLASS CAN BE MITERED OR BUTTED. '' * C. H. M. I. OFFERSALLOFOURCUPSINALLOFTHEPOPULARPRECIOUSMETALPL ATEC FINISHES AS WELL AS MANY OF THE ARCHITECTURAL FINISHES. *4** C :H.M.I. HAS DEVELOPED A RESIN BASED ABRASIVE GASKET THAT MAXIMIZEZ GRIPPING STRENGTH WHILE MINIMIZING SUPPACE. 00 /20'd 1,28E 02S 6Z£ t 'ON! !WHO T£:60 0002 L0 -Ndt R.c•iv.cl: 1 / 7/ 0 :7 :45AM• a . � /!4 / / !! Oboe . -� � v, JAN 07 ,'00 10 :59 FR AEO -REAL ESTATE DEPT.724 779 5580 TO 912064616049 • P.04/05 mu moo 6Cdd, 6t£ T OS :0t 08. L0 NWT OO /E0'd LE94, OES 6TE t 0? GEIP am 9/32 Villhouttkommet ' 7N 1 I l M•ID • �.rsswo ta- .. st ££ :62 900c?-1.0 -Ndr Received: 1/ 7/ 0 7:45AM; /24 //a bbtsu - LLh1 urcup; rape b �• JAN 07 '00 10:59 FR.AEO -REAL ESTATE DEPT.724 779 5580 TO 912064616049 P.05/05 00'd '111101 - -_ _._ asset e04 rre tvttr 6 g 4\ 170/00'd L29L vas 6Tz T ch. 4. 'ONI IJ-IO 17£:60 0002- L0-Ndl ** TOTAL PAGE,05 ** ;'r Project Info Project Address American Eagle Outfitters Date 1/7/2000 seethceater Shopping Center For Building Department Use Tukwila, WA Space #200 Applicant Name: American Eagle Outfitters Applicant Address: 150 Thorn Hill Dr. - P.O. 788 Warrendale PA. 15095 Applicant Phone: (724) 776-4857 4 Envelope Summary et :• Climate Zoi.- ENV-SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition -June, 1998 `11-i 0 LI 3 10 RECEIVED CITY OF TUKWILA JAN 7 2000 PERMIT CENTER Project Info Project Address American Eagle Outfitters Date 1/7/2000 U Southcenter Shopping Center For Building Department Use Tukwila, WA Space 4200 Applicant Name: American Eagle Outfitters Applicant Address: 150 Thorn Hill Dr. — P.O. 788 Warrendale PA. 15095 Applicant Phone: (724) 776 - 4857 Alteration Exceptions (check appropriate box) ■ No changes are being made to the lighting U Less than 60% of the fixtures are new, and installed lighting wattage is not being increased 11'td :ti l�i' t,- ��• ti.. ....::7rt'�.:.,.....:. "3:,... ,,.;' at::...,.:: x; �n. , � , :Y , :,rJ........:'tt. ?:P',:,. 19 ^lashin• State Nonresidential Ener. Code Co -•nce Form �.tfi + +Sf:+S.'.7. °R'- ±Jr,.c;�r ^r+;tiw;:r!! m+t. ;.- • +� ^!�:.:.Y%.! :: LKr� Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June. 1998 Project Description I ❑ New Building ❑ Addition Alteration Compliance Option O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description RETAIL FITTING STOCK CORRIDOR TOILET Allowed Watts per ft 1.00 1.00 0.50 0.80 0.80 Area in ft 4715.0 472.0 716.0 167.0 82.0 "" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Allowed x Area 4715.0 472.0 358.0 133.6 65.6 5744.2 Location Description Allowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking UPLIGHT /DOWNLIGHT LUMINAIRE 0.2 W /ft 100.0 2000.0 Open Parking RECESSED INCANDESCENT 0.2 W /ft 100.0 400.0 Outdoor Areas 4' FLUORESCENT ONE LAMP STRIP 0.2 W /ft 30.0 1110.0 Bldg. (by facade) RECESSED DOWNLIGHT 0.25 W /ft 60.0 1200.0 Bldg. (by perim) RESTROCM LIGHT FIXTURE 7.5 W /If 120.0 120.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed UPLIGHT /DOWNLIGHT LUMINAIRE 20 100.0 2000.0 RECESSED INCANDESCENT 4 100.0 400.0 4' FLUORESCENT ONE LAMP STRIP 37 30.0 1110.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed UPLIGHT /DOWNLIGHT LUMINAIRE 20 100.0 2000.0 RECESSED INCANDESCENT 4 100.0 400.0 4' FLUORESCENT ONE LAMP STRIP 37 30.0 1110.0 RECESSED DOWNLIGHT 20 60.0 1200.0 RESTROCM LIGHT FIXTURE 1 120.0 120.0 9' FLUORESCENT TWO LAMP STRIP 11 61.0 671.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5501.0 199. ^ lashington State Nonresidential Energy Code Com w-nce Form Proposed Lighting Watt (Interior) (May not exceed Total Allowed Watt interior) Maximum Allowed Lighting Wattage (Exterior) Note: for building exterior, choose either the facade area or the perimeter method, but not both) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Exterior �.,.. ,......',! ".... .... ,. � . :: l., t :Y -. ��R" lE'`T f . �.1. C t ".z « �''.i. ,. i�.'i",•IrMr<t.Y.i: Sr,(..`{' Y.yi:.i Total Allowed Watts otal Proposed Watts Lighting Permit Plans Check, LTG-CHK KW VAIIIInglatletla NOnMION0101 • Co O comma Fenno " .. Fay f MIMI , .1410,1114115 Pft , 111 . Amite= int. Oti kli !tat' . 1 018 1/7/2000 The following Information Is neceisirito check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidents! Energy Code, • . . . Applicability (yes, no, n.e.) i Code . Section • . . Component . 'Inform ation Required Location I on a Building Department I • Notes LIGHTING CONTROLS (Section 1513) • yes - . :1513.1 Local control/access Schedule with type, Indicate locations Yea • . 1513.2 Area controls Maximum limit per switch .. . •. . a . • • .1513.3 Daylight zone control Schedule with type and features, indicate locations a. vertical glazing - Indicate vertical glazing on plans .. overhead glazing - Indicate overhead glazing on plans , • ye. • . 1513.4 Display/sahib/special Indicate separate controls . . .- 1513.5 Exterior. shut-off Schedule with type and features, Indicate location a. (e) timer wffiackup . Indicate location • a. (b) photocell, Indicate location .' 1513.6 . Inter. auto shut-off - Indicate location • . • a. • • • - 1513,6.1 (a) occup, sensors • Schedule with type and locations . • . .1513.8.2 (b) auto, switches Schedule with type and features (back-up, override capability); ' Indicate size of zone on plans Lighting Sum, Form . . . . . • . • Completed and attached. Schedule with fixture types, ' lamps, ballasts, watts per fixture • • - ' • Else motor efficiency MECH.MOT or Equipment Schedule with hp, rpm, efficiency If "no" Is circled for any question, provide explanation: • 1997 ashln FEB 28 '00 11 :18 FR AEO -REAL ESTATE DEPT. 724 779 5580 TO 912064313665 . P.01/02 RECEIV 8 FEB 2 2000 facsimile COMMUNITY T T R A N S M I T T A L DEVELOP to .� G R F FFia fault: 0206- 43 1--366..5 's: Am r r[.r+i ( Qu l F rt"s at 4 /7P 3 rlv-71,c— .A-` � p/7 dab: ' a-2 rY _c "`�. Pages: oZ including this cover sheet From the desk of.,, John P. Morebito Construction Coordinator AMERICAN EAGLE OUTFITTERS 150 Tnom Hill Drive Warrenoale, PA 15005 724/719.5271 Fax. 724/779.5550 FEB 28 ' 00, 11 : 19 FR RED—REAL ESTATE DEPT . 724 779 5580 TO 912064313665 P 02/02 (.) • AMERICAN EAGLE OUTFITTERS To JEM Construction; Jim Miller From J.P. Morabito, Construction Coordinator .Re: AEO # 478 Southcenter Mall Tukwila, WA. Jim, you may use the Liming channel type ceiling grid, (instead of drywall grid system) as long as you meet all building code and mall requirements. if you or the bduig dept. have any questions, please call me. J.P. (724) 779.5271 Cc: Duane Griffin Dept. of Community Development 6300 Southcenter Blvd. • Tuk-wila, WA. Ph. # 206-431-3670 Fax # 206-431-3665 ** TOTAL PAGE.02 ** ri 5 / 4 _ L - r4,, G r v r1.44_ Cir 4 - 4 -A- e-r R 4-t, t a• rfe, 1 /-t1 1' /4-L .r1, /4 -r • \C14 - EA-6LE.... 1'1_0 c;741.1 pi? . d p /4 • G 1` 0 2 cL, ; frt CO KJ S :if 0 Y—) tS,6J (7(l • 1 1+ 4t/i. 4- t.))7-1) Tti S 1rt 26A.) Pr C A-4-t f‘J 4 • T 124_2 C.} 4-T , • rz 61-4 4 - c. Tk 1 / 2. t, t a 4,r1 "04. • 4‘ pro 4-iv) t-o 4-4 • L 0 CI L.(1 75 4. if-fr T?2,) vc.A) Sr s 14e” o S c.,4 4444.0. 4 PlUtL.TD\NJ 1,41 (,c41-4. is I., 14 tvo 11.4--r3 , s 4 .q(.) C- 441 S , ..:t.tuf, ' .1/4 •*PI P ,,,p.....-..v. ....t.. ......,,,. ,,,.: e „).,,,,,,...... i;r7 : 71 .... ;: ,„•,,, .,,, , r • ItrAsc.s.170 • ..'‘,.;',..,..:•:., ir , • . ,,,..... :.,....!\... .,.:,..,..,..,. ..... 4 - %., ';..'.... .` 47:; ' 1,1,1 - '1 't2.% .,.. . .. :::...,.. ;:;..:.: : .... 1,.:,.:,.:.:?.::‘,1,i:I:: ::::: q ,...., t i . ... , .,„ ...... i...: , ......, ., i 4 ,., 4:: ...,. „I ...,..:.:‘.. ,4„.........,..,............ :, .. ) v ..t.. .. • ,. 4 '`", . . • ::-''''' ". RECEIVED CITY OF TUKWILA MAR 7 2000 PERMIT CENTER Letter of Transmittal If enclosures are not as noted, please notify us at once. Date To (Organization) Attention Address City, State Zip From Project Name Project Number We are sending you Copies Date Description Copies Date Description Copies Date Description These are transmitted as Remarks Authorized Signature Name CC January 7, 2000 City of Tukwila, Department of Community Development Bill Rambo, Tukwila Building Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Jay Gelose American Eagle Outfitters 73 -00- 115 -12 ATTACHED Shop drawings Copy of letter Specifications 1 Jan 7, 2000 Envelope Summary 1 Jan 7, 2000 CHMI For approval For your use As requested For review /c For bi.: due A na Lanzp fo Jay Gel UNDER SEPARATE COVER cliPrints Change order :Other Approved as submitted Approved as noted Returned for corrections ent (` };Prints returned after loan to us • Plans Samples Other Resubmit Submit Return El copies for approval ❑ copies for distribution ❑ corrected prints RECEIVE:. CITY o JAN 7 MOO PERMIT CENTE: • Page 1 UILDING DIVISION REVIEW ) ate: January 6, 2000 p roject Name: American EAGLE OUTFITTE pplication #c D99 -0436 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 In general, glazing must be supported at all four edges. The exception to this code requirement provides for approval of glazing that is not supported on all four edges, if a specific design is submitted. The specific design should include the specific anchorage requirements for the stops, and the deflection criteria used to determine the dimensions of the stops. Show compliance with the Washington State Nonresidential Energy Code requirements for lighting and controls. Specifically, show compliance with the lighting power allowance of Table 15 -1. !1± January 6, 2000 Lezlee Spink American Eagle Outfitters 150 Thorn Hill Warrendale, PA 15095 CORRECTION LETTER #1 Development Permit Application Number D99- 0436 American Eagle Outfitters 707 Southcenter Mall Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dear Ms. Spink: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, wgif- Brenda Holt Permit Coordinator encl xc: File No. D99 -0436 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 NO. OF COPIES DATE DESCRIPTION 4 12/13/99 Complete sets of drawings 1 12/15/99 Application 1 12/15/99 Letter 1 12/15/99 Fee - ck # 178707 in the amt of $1224.70 1 r1 p /au... TO: GENTLEMEN: TRANS.101 AMERI6AN EAGLE OUTF .TTERS 150 THORNHILL DRIVE II P.O. BOX 788 II WARRENDALE, PA 15095 City of Tukwila Building Department 6300 Southcenter Boulevard Tukwila, WA 98188 Enclosed are the following item(s): As Requested For Your Files For Bids Due REMARKS: A COPY OF THIS DOCUMENT HAS BEEN FILED Phone: (724) 779-5202 Fax: (724) 779 -5702 LETTER OF TRANSMITTAL DATE: 12/15/99 ATTN: STORE 478 SPACE B200 RE: AMERICAN EAGLE OUTFITTERS Southcenter Mall, Tukwila, WA x SIGNED For Your Use For Field Use For Building Permit Approval Lezlee A. Spink December 15, 1999 City of Tukwila 2, Building Department Enclosures.' 4 sets blueprints Application Fee 1. 6300 Southcenter Boulevard Tukwila, WA 98188 , RE: AMERICAN EAGLE OUTFITTERS #478 Southcenter Mall, Tukwila, WA Lezlee A. Spink Construction Contracts Administrator Dear Sir: As authorized representative for the owner, I am submitting the drawings to begin the review process for our Building Permit, Electrical Permit, Plumbing Permit and Mechanical Permit. I will have the general contractor contact your office regarding submittal of cont ado? information. Please contact me immediately should you need additional information at 724/779-5202 or fax comment letter to 724/779-5702. Sincerely, AMERICAN EAGLE OUTFITTERS, INC. Aine! OutfittLi ., syi* -`l• 'tt eye �r� ^1t .j 5: n+` n° N�a �," �trttil;;: 7rc�AM� �Ffkzn� , ^,��1ckl:�utl�'i�S�'F.�ht*�' ITY <NUMBER: PROJECT`NAME: AMERICAN-'• Original ,Plan Submittal . ' EAGLE OUTFITTERS Response to Incomplete Letter D99- 0436.. DATE: 1 -26 -2000 Response to Correction Letter '# 2': Revision # _ After Permit Is Issued DEPARTMENTS: Building Division II ANC., ` -20 -' n Public Works DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 -27 -2000 Complete Incomplete n Not Applicable Comments: TUES /THURS ROUTANG: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 SERMIT COORD COPY PLAN REVIEW /ROUTING SLIP g eA ��' �^.:!� , -vra(r�,s�i 54� S;'piy xt+..-, r� ?. V SI V.. t , V 5 a,Yrr.�re?tiff; �^s. 1�i�,5�. Gr,�s,.�..- ;?,i,�; ,.v::cT >: .1 L1. ,4e�r, r�K�Y; ��s# a�,' �;. �, v'' �e�."^,. r` h4:eG:,- �aF#.?fi'�,^.t{n,'�'. _s , v. W. �� `�,�, �L.,�i,is�"��h5n�•�r�a7a: Fire Prevention Structural Structural Review Required Approved with Conditions n Planning Division Permit Coordinator ■ No further Review Required n DUE DATE 2-24-2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) 17 REVIEWER'S INITIALS: DATE: Approved n \PRROUTE.DOC 5/99 s'} DEPARTMENTS: Bing Qivisigq Public Works On`.71 iYg `v:Et�go ;a Ji4'�, i i .S, `.' . PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ITY'NUM ) riginal Plan Submittal ,.. e Correction letter • DATE: 1 -7 -20 'EC T NAME: AMERICANIAGL Response to Incomplete.Letter Revision # After Permit Is Issued D99 -0436 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete n Planning Division C Permit Coordinator DUE DATE: 1 -11 -2000 Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route C Structural Review Required C No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2-8-2000 Approved with Conditions ❑ Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ,.. s '.. n. ".:. •:.lq r0:k .., : g ,t: w t 4 tf;' r y(' • r : i4 :I V4 ,i.... ..+s. "��,dCwi:J >I ":'.:t; '.F::....�.ti,$`tk.,�r. :.e.� $G'3Mk ?r:.,_ .s�J.:..t,.F ,):.t�lS„ ::ih.,.. x DEPARTMENTS: Build D ivision �+ AIWA 1 Public Works pi L i4A I Z -Z1-Q Complete WRROUTF.DOC 5/99 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CTIVITY NUMBER: D99 -0436 ! RO)ECT.:NAME: AMERICAN EAGLE OUTFITTERS XX Original Plan- Submittal. Response to Incomplete. Letter if Response to. Correction Letter # _ Revision # - After Permit -Is Issued Fire Pre Auk. Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions o ovVe-ckir; 11v ( M d I -4,0 -20 REVIEWER'S INITIALS: DATE: ,7'd..4 r.K Ac.nfir':en °.te :61tiir4r Planning Permit Coordinator III DUE DATE: 12 -21 -1999 Not Applicable n Comments: No further Review Required n DATE: DUE DATE 1-18-2000 Not Approved (attach comments) DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Sheet Number(s): Received: 1/25/ 0 8:36AM; JAN 25 '00 09 :32AM TUKWILA DCD /PW Due: I /25 /b O 2064313665 City of Tukwila Department of Community Development N7 ' "; c `.1 r7 %IQ Revision submdttaIs must be submitted in person al the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ❑ Response to Incomplete Letter # 14 * Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: 4rr'1ericari Ea �/ v `�t t < <�./► —.� Project Address: — 70 - 7 Contact Person: J c)Pct-ot,FS. P, F,C:oS Phone Number: 2_b(2 4-( I - (2D2D Summary of Revision: A I , ' A a .u1 _ e• H. A • / • t ! • . #. 'ALA _ .j i) T.�r�� ' _ , . , g..,.:. -. . "Cloud" or highlight all area of rrevision including date of revision Received at the City of Tukwila Permit Center by: 7/421 Entered in Sierra on ( '26`'�d -> DLR Group; rage 2 123 -ou3ty P.2 /2 John W. Rants, Mayor Steve Lancaster, Director It PER C R 06129/99 6300 Souhcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431+3670 • Fax' (206) 4131.3665 Dear Sir: L City of Tukwila Fire Department Fire Department Review Control #D99 -436 (510) December 21, 1999 Re: American Eagle Outfitters - 707 Southcenter Mall Thomas P. Keefe, Fire Chief The attached set of buildi±ig 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). John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575•4439 L City of Tukwila Fire Department Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be . required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 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) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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) 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) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575•4439 €.. City of Tukwila Fire Department Page number 3 John W. Rants, Mayor Thomas,P. Keefe, Fire Chief by the exit is occupied. (UFC 1208.2) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC.1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or'spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. • (206) .57$ 4404 • Fax (206) 575•4439 L City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 4 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 electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 6. 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. 7. 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 The Tukwila Fire Preventidn adopted Fire or Building Codes does not` imply approval o such condition or violation. Yours truly, City �� of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575•4439 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST . #. . - EXP. DATE CCO1. JEMCOI*033DD 05/12/2000. EFFECTIVE DATE 03/04/1997 OF LABOR AND INDUSTRIES bLR Grou Architecture FnninPPring Design Seattle, Washington AE — Southcenter Mall, Tukwila, WA Structural Calculations DLR Project # 73- 00- 115 -15 Prepared By: Beth Dufek Date: January 25, 2000 CORRECTION LTR # CITY OF IUI(WILA APPROVED JAN 26 200 ��S[DiaS Qo , c /P 6 2 %S ZcicIft 0 'I 3 10 11=379115fr7 RECEIVED CITY OF TIJKWI JAN 2 5 2000 NOTICE: These documents are Instruments of professional service, and Information contained therein Is Incomplete unless used In conjunction with DLR Group's Interpretations, decisions, observations and administrations. Use or reproduction of these documents In whole or In part without DLR Group's consent Is In violation of common law, copyrights, statutory and other reserved rights. Refer to Ad PERMIT CENT._ GR 17 U.S.C., par. 511(1991), which preempts state and local pubic records act. Refer to Act 17 U.S.C., par 301 (1991). Table of Contents Page CONCLUSIONS STRUCTURAL CALCULATIONS 1 MODIFIED DETAILS 4 ADDITIONAL DETAILS 1 1 CIT QpTUKW A JAN 2 5 2000 PERMIT CENTER Calculation's Date Subject Computed Checked Project Name Project Number Page (of pages) C ' F. PJIA"T`f1'1T'GE� $Lp �x�(a c k4z. � - � v`lk1 - >' III 15 L'DLR Group G c u,L. ATIca1\S F7-o\kl'b Pr�r1t✓�S Kc5r - T11s , *,LF�SS To gPcs - cotltV�Glc* tl�A�1 1 S D o bT 17"C "\ >u Rt\A \NIKN\y1 P c ' A A C u A'2k >; of NA calkFPCL 1 14- ?Q%S T pct- G014e. AA.s \o L DBE t Wert. PcDSON R - T b ' G-t u tke- P1 E1- S aavk. NICA 1-o it A i -E Ll S t e- 121( D G RECEIVED CITY OF TUKWiI.A. JAN 2 5 2000 PERMIT CENTER Calculations Date Subject Computed Checked Project Name Project Number Page (of pages) ob -115- 15 f-Zt/ -Da P ` .1= b 3 (7 TABLE 1 I12 -1 C [ Gu2 , E C 0 3V (.1-117L, - Sot ? t—S E ') �p- I.o ■•0) C1 (I.c Sp- 0 1 C0. I P Fp c at, tI bc6 ; ? .D \e111 (Agc, 1)31.z EGz 32. DLR Group (q4-1 t/l&L 1142. 2- Ea 32 - TA 1.0 (Cotls\6 Ywc.kw..' ctJ ItT PA' TlTtoN1 ts1 \j \b W = 5ps CITY OF TUNWII JAN 2 52000 PERMIT CENTER /'�� 1 Calculations Date Subject Computed Checked Project Name Project Number Page (of pages) (2" M = L Ak - P J 6e�� -t 1/11A LC�.1[a = 1-b (6W 1• - 6 /FtZb -I �r� 11,2 sib? Zo 4 /FT I,o Prk V•t cc `'t' >P, M= Zb /FT ) )� 25 # -PT 8 (0.1 \V) ( b s fi Fc>,c�, c e, t cL Do P:;, 1 \S-t -1 a1-\ ?* ?1-1‘17- 2 (aWkLjE.) Gp = 1.3 bfk (, s'etsw■te, U C I. o (1 a L. � C LI‘l gUL� -L�lwl trA'wv. SL�LVI�' LDLR Group pf q 1945P RECEIVES CITY OF TUKWILA JAN 2, 5 2000 PERMIT CENTER (At5C (a 1•ULPcw1/4 C1 , 1.0 C � = I. o L s∎1,‘‘,1,1✓ use C c = I a? (S11-Mi4T, C (u (...S4- Ut -►CR G L= 1 v (,\\(., )NUSI06 Calculations') Date Subject Computed Checked Project Name Project Number Page (of pages) - 1(=c).sL ql ( nv ESL < = 131 As Ste° �r>•'i��v > � C.ka- 1 kU7-- 121- cv GQ PSI ;k . G ✓Tb ch4T svu -eta- - - v� 1tS -1S COL. S ?kAstea / VV1 � I1).Z - 20 /Fr � I = 2501 - F - c Y> tS 2 � � Z STb? IS o- b - =2. R P s'� ° 6 131 r ‘, ■ SToP )s cl'✓ (o a1�� 7 ccx:)14-■■/_. r 2)15. Psi ' b = `11' (c1.11. (v) I.33 Iftewomtt; L DLR Group 2�w of I2 a11- CITY OAVvg JAN 2 5 2000 PERMIT CENTER LINE Of S DEL OW x WOOP (TYR) 1 SCALE: 3" = I'-O" PEJ.1161N6 PARTITION 5/5" MDI= PANELS WP-2) ) n • LEASE LINE, POLrl.E 3 5/5 'NETAJ STU7 GGLI,MN TO SUPPORT HEADER APOVE SHIM AS REL UIRED (NON Ca ' USTIM E) sTOR :FROk 11 T POST PETAL L & RPIFR DFTAII G NON 3 "x3" STEEL T ANGI TO AND STR /2" TEMP. RATE G..ASS (YP.) \ \i I /O N1m1 Evs* pW1Et.Y1' I x WOOD aAziNe 5T6P 1W2-111P7-1 (TYP.) I /2" CITY O T I ai, JAN 2 5 2000 PERMIT CENTE FOI METAL GLOJJ E STRIP ix WO O AZIN6 STOP RED, WD -II1 � ! � r ' ,- ,: eT E.ffi O \T POST D T, IL SCE: 3 ,, = 1"-d INSTALL IN PIREGTIGN iEG-1 I vie 13--I SFIIPLAP IP -2 IWP 5 n } IP"11 SHIM AS REGNIRED PGUPLE 3 5/5" SIR METAL STUD' CAW TO SUPPORT LINTEL s,#04 Z TEMP. RATE RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTER IIx II�Icr vvD -� P TRANSITION AND LINE ftEAM ttir.giralg! JJ i oral ►' � ° W es - • WO ' )f-6 "T`l C AFL ShiIM AS REQUIRED (NON (,GN IYTIIx.E) 7 3X3X 476 STEEL T UPE. SECURELY ;IiOR TO FLOOR PELOt`/ AND STRUCTURE APOVE 5tt tes I•.i, J x WOOD POST era") Ix WOO SLAZINS YP.) I/2' TM?. PLATE FOR mlU<I`ESS P -2 STOREfRO I ®® CrYr) LINE OF IIEAPER APOVE rARREL 111NeE STOREFROW POO , /g" TEMP. RATE E{ASS CTYP) LINE OF SILL CE . T POOR PO PETAL L RECEIVED CITY OF TUKWIL JAN 2 5 2000 PERMIT CENTER 5/S" DRYWALL 3 5/8" tv TAL STLP FRAMING I(v' OL. tcs FLOOR Ix2" WOOD TRIM I WP - I] IP -21 (rYP.) SISN PR EFAi. MDF tiEA M ELEMENT SttIPLAP WOOD TRIM III IP -21 3 5/8" METAL STLP Fr1AMINS IP 16" OG. 5/S" TYPE x DRYWALL PAINT MALL IP -31 IWP-3I I x WOOD POST I WP — III' `i GYP.) I /2" TEMP. PLATE SLAGS 1 P -I 5/8" YW x 1 $6A, 3 5/8" A METAL STLD ) FRAMING I"xG" WOOD STOREFRONT DEAM ( WD—II IP -2I (Tyr-) � x2" WOOD TRIM WD Iir -2I (T ?.) SIIIPLAP I WA-3f x WOOD POST IP-�I ( TYP.) IV-0" A$OVE g 1-5 1/4" APOVE MALL. FLOOR AI, WOOD TRIM 1A IP -21 MALL FLOOR I/2" TEMP. PLATE CLASS MALL LL MEAD REVEAL I" X 3" WOOD TRIM 'AND • /rev: _ iii; ® . 1 .12 a 0 1 l SR'MIc5I , SEE PET. M-1 I P - 2 I SI IIPLAP SLR AGE MTD LISRIT TRrie < f)CTLF FLAN 'Y - ENA,IT It-ST PY E. DIAG-GNAL. ' RAAGIN& AS REQUIRED METAL SUP FRAMING AS REQUIRED CONTINLE DRYWALL CEILING LP AND OVER STOREFRONT CONSTRUCTION - 6u1 E G TRU TLRAL METAL STLP HEADER (rYP.) 5/8" TYPE x DRYWALL IP -3I 5/8" TYPE x DRYWALL CEILING IZ' - O" AFF0 x2WOOD TRIM r-2.1 (TYR) IP-�I PREFA '. CELINE SEAM WOOD CaltviN GAPI TRIM PET. E /A-S IWD -II IP z) SI 11MJ - 3J P -I (TYR) DISPLAY PAY '' TRIM SEE PET. F/ I'll (rYP•) SALES AREA RECEIVED CITY OF TUKWU A JAN 2 5 2000 PERMIT CENTER IWD' -31 SHIPLAP ® PILASTER PRO.CTION DOt POO SPLAY ',UGTION F -I RING I "x6 " WOOD SAM TRIM INP- -I I I x2" WO TRIM — IWP —I c0YP.) DOu STRUCTURAL AL ST IP HEADER NONGGMPUSTIPL WOOD PRAM INe SEA Dtr.( SCALE: 3"' = r - d' MALL l3laJV1EAP WAN REVEAL I" X 3" WOO TRIM 1 - * 13 , 4ND, P 2 � , �IIPAWMP111451 k. . j _i__ l,®1111j1`i i • 1 IAN 1 a -�T 1I I I II\I 9/$ WPC— J ff %11NG K 1 CAA . j ar (.ID" 6 G. � TV. RECEIVED CITY OF TUKWILA JAN 2 5 2000 I AI __ CENTER PIAGONAL 15RAGING AS REQUIRED METAL SUP F AS REQUIRED G L DOUG STU2 1- NGi`IGGMPUSTIDLE WOGD FRAMING p 5/8" METAL STIR WOOD HEAP TRIM L_ 5/8 DRYWALL SI-IIPLAP DIAGONAL DRAGING AS REQIJIREP METAL STLD FRAMING AS REWIRED GONfINLE DRYWALL CEILING LP AND CdNSTRUGTION PCA.PLE 6" STRUGTLRAL. METAL STLD HEADER (P ?.) (WPH I x 2 WOOD EtAZIN6 STOP To G,'• - Ty? I x I WOW 6L l"N era' P 16PL /\Y 1-1EAP 7 TA I L P -2 5/8" TYPE 'X' DRYWALL CEILING 1' -3I APF0 x2" WOOD -1 TRIM - .) \__FTffre.074 (..II Ir fq RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTER 2x NGNGGMPU`- FR PGUILLE 6" STRUG METAL STUD II SIIPLAP 5/8" METAL FRAMING ® N NONGOM>;U`- WnN PI,-6 SOLE: 3 „ = 1 -o " CITY OF TUKWILA JAN 2 5 2000 - DISPLAY PAY TRIM PET. F, OP TYP.) s 1IFLAP ® PILASTER PROFLTION IP-51 POOR STILE & 6LAZIN6 STOP STOPS 3 /8' TEMP. PLATE a.ASs 1 x ." WOO' SLAZIN6 WOO' SILL 1 + I , x 6 WOOD 'ASE IWP-I1 IM -11 MALL TILE — If-61 POOR I I EAP PET I L SGAL E: 3" = r - d' IP -2I & METAL GL.APPIN6 W/ EXPOSED STAINLESS STEEL FASTENERS. FURNISHED PY TENANT, INSTALLED PY &G. (GLADPIN& SHALL PE FEILD APPLIED W/ GONTAGT GE AND FASTENED) ? LEASE LINE I/2 TEMP. PLATE &LASS I X I wOIA GLAZING STRIP IW19= I II' - 2) ix' WOOD TRIM jw� -11 5 O /Z' Ik PT/ 1 L3, IP - NONGOMpUSTIpLE WOOD FRAMING SIIIPLAP I WD -31 2x NONGOMPUSTIPLE NAILER — $Y 6G. WOO' SHOE MOl,LPINS I tb NONCZMI5USTIIX E SLEEPER 2)-p' o .G. PERMIT CENTER .4 a lb ��/�/\��/\1%/ \� / \ \\ \> \)/ \` \ i \ /\ i /\ i i\ i\ i\ /\ i\ i\ = CITY OFT IJKWIIH JAN 2 5 2000 PERMIT CENTER TG 3x3x3/16 • (Z) 1/Z•" ox2 htlLTI KWIK 6GLT II OR E4UAL GGNG. SL.A6 ON GRADE rv' > • :RAGE rO SIDE OF 5r69 r0 AVOID ROLL.INS Ali 1.F ENGL E — I � // I' ' / SCREWS I I/ I 'f METAL STUDS SAD -R RAGS DST A COPE ri'LANSES AND :END WEPT TO HEADER W/ (3) SCREWS An/xi • p 49 DI 4 • shil DF)L.. 6" — I SA. (MIN.) STFFI STLDS HEADER V//Ll L 5 X 5 X 3 /a ,. SI Z 2,i ,Q N lJ ' L-t2 477OA1 SEE DETAIL ® of EWST . ')Ci7d< 3 9 " /6 64 CG t16 srLi a 8 6 4_ "D. C. /11 AX. (UN.O. ' (z2_0 fsiALA. D:L.. i - Iw SA. (MIN.) GC, FRCILE 5r EFL Sr LDS GO'E f ANC 5`? S i LD GOLLMN 16 GA, 2 -0 SEGriGN ( ;78 SGRE'P/S / LOGA - E I�I Faou�_ si�� R aGE g Ea ' Gatvl/ FLAN /IE'N V GGLLMN iNTERScr. — ION 5>x 7 ET ( SGKE!NS QG11 SIDE DAL.. 3 ''3/5° — 16 &A (NIIN.) G6 11 PROLE srE i Sap GGLLMN 3"' X 2 1/2.. l l / LEI&', CLIP AiNG -- LE (I) 3 /s D LILT I IN EXIST'IN'G• GGNGRETE '- 0 ES `l/ 1/2.. 5,,e0 (YP @ ; S 3 .Y 3) A N1O 71k0 L A PER /(' 0 / MN 2 A ' SGAL I I - 0 • \2,s CITY (7F T i(wi1.A JAN 2 5 2000 PERMIT CENTER 4 - 5/5"95 I72_ S V W/I OC,IC WASH - RS • All) NUI (1 5/5" I 11_ X 5" YVIPTI1 5IEEL SPACER FL I" VVIPTI•I X 5" [(me, • 1655 TO 4.104 WIN I • 1"77N EM (LAMP OF,D 5/Is" 0-9 IA" GIL n_ ro [-is 5 X 5 PR61'11_1= 34 /6 G.1 CC /le 7 frr.10 C 4 06 (l)\10) Cop' Aito0p5 /Wo 64 /oi6 X 4WGL6., scir SC At ALS, 41/N, /1/1)) a 4 , 5 //4", r)RA6,1 5,j NO SCALE E Joartwoznavus L 6r EXIST. TRUSS EXIST. 56? , 6t I ORP <5 X 5 -PZ:186 UNISTRUF (A)(1) 15M (LAMP EA SIPE \--/ \-/ 5107 tui-1 r) K 3 7tY U- rs s x @ 5 X 5 NOTE, 60NN, 10 ES LOCATES MTWEEN PANEL POINTS < ' ao° o <5 X 4) . X •3/i3 PRA/A: SU'PORT EXIST FLOOR StRLT 172 SPAN r. , ETYVEEN EXIST ‘i , " . .)t . c "T/A? N. I)Iffr AIL 25425 CENTER RIDGE ROAD CLEVELAND, OH 44145-4122 % DESCRIPTION ffOOTASE f fr,REAKDOWN NO D DRAWINS DESORIPTION N NO P PRAWNS DESORPTION ' _, ' ''' 'I' . . : i in-77--;i11, ' I I— OS-I C COVER SHEET M-I M MEC PLAN 6e L NPL M-2 M MECHANICAL perALs SALES AREA 4715 SF 76% TS-I S SLI M-3 M MELHANICAL CRITERIA T5-2 S SENERAL NOTES m-4 M MECHANICAL CRITERIA FITTINS ROOMS 472 SF % M-5 M MELHANIGAL GRITERIA A-I F FLOOR PLAN M-6 M MELHANIGAL CRITERIA STOCKROOM - 716 sF 12% A-2 R REFLECTED LEILINS PLAN M-7 M MECHANICAL GRITERIA A-3 S STOREFRONT ELEV ATIONS M M-f3 M ME,HANICAL GRITERIA TOILET ROOM(S) 5 52. SF 1% A-4 I INTERIOR ELEVATlasIS IT COORDINATOR: DENIS M. MORRISEY A-5 P PLAN 5EGTION @ STOREFRONT E E-I E ELEC. RErLE6r59 CEILING PLAN _ _ FRE CORRIDOR 167 SF 5% A-6 S STOREFRONT secTioNs E E-2 E ELEC. L.00R FLAN A-8 C CCIANN & MISCEI1ANEOUS DETAILS E E-4 E ELECTRICAL GRITERIA OFFICE N/A N/A 6 A-9 F FITTINe ROOM DETAILS E-5 E ELECTRIGA_ GRITERIA A-I0 F FITTINS ROOM/ TOILET PETALS A-II P POOR, LIAMI3, MOLPINS DETAILS - -I F FIXTURE PLAN FIELD REPRESENTATIVE: JOHN BEZEK PHONE' 724-779-5241 FAX: 724-779-5580 TENAN SOUTH CENTER MALL TENANT AMERICAN EAGLE OUTFITTERS 150 THORN fan DRIVE WARRENDALE, PA 15095 PHONE: 724-776-4857 PROJECT DATA 4 INTERIOR TENANT FINISH AREA ANALYSIS STORE NUMBER 478 SPACE NUMBER 200 SIGN CONSULTANT HANOVER SIGN 1771 PROGRESS AVENUE COLUMBUS, OH 43207 PHONE 1-800-888-4870 FAX 614-443-4809 DRAWING INDEX TUKWILA, WA ARCHITECT Pormit No. DLR GROUP 421 SW SIXTH AVE., SUITE 1919, PORTLAND, OR 97204-1613 PHONE 503-274-2675 FAX: 503-274-0313 ONAL SCOTT KRUSE A TE I WASI8N,TON 093 b KEY PLAN REVISIONS NO CHANGES SHALL BE MARE TO THE SCOPE OF WORK WITHOUT PPICri P,OVAL OF TUKWILA BUILDING Mr SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL ELECTRICAL O PLUMBING r V3 PIPING FIP Cr" 3 not authorize the violation of any nd^ coda or cameo. Receipt ell aminictor ‘i approved OM 11111.1110,41116 Cy A.NA Doto 5188 REGISTERED CITY Or IIANPLA DEC 1 Ii 1999 puiviaaw. 0 0 Store No. 478 Drawn by iE0 Approved Drawing No. CS-1 i_il' �1!' SEATTLE, WASHINGTON TYPICAL ENANT GUIDELINES G'Li S TTG -a . THiS SHEET MUST BE INCLUDED AS PART OF TENANT TOT E LANDLORD, r LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CON - TRACTORS The Richard E, Jacobs Group UNIT NUMBER 1) BA REVISION DATE °HAWN Ur M7R. SCALE: .tie NIIMnEn. PE.. 6Y: FI,E. NAME. BUILDING .PER INFORMATION In order to obtain a Building Permit from the City of Sea ttle the following procedure will to required: Applications for 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 Works Depart- ment. The following document are required: C A completed building permit application form. 2. Two (2) copies of working drawings, to include, but not limited to, the following: a. Site pla b. Overall building plan c. Floor plan of TENANT space el. 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 l - FOOD St RF;S AVRANT$' .: Fad handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Sea or King County Food Code. For a copyof the Food Code contact yourDistdctOffice. ?SPRINKLER i URWG , IZh(2UIRLDI�I Prior to the fabrication of TENANTS sprinkler system. TENANTS sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual District Office The Transcoastal Skyline Tower, Suite 700 10900 NE 4th Street Bellevue, WA 98004,Tel: 206/454 -3931 Upon approval TENANT shall forward four (4) sets of black fine (preferably) or blue line prints of the approved design bearing FACTORY, MUTUAL'S approval stamp. to LANDLORD'S Tenant Coordinator for LANDLORD'S approval and records as required in Exhibit C. UFlII7Y CONIPA,NIkS ...SERVICES Contact the following utrihty com pany representa for information concerning local installation requirements application for service, billing procedures, etc.: SE i ; RELECTRIC RVt E IF 1 ITPiIsINE SERVICE A INATTI14.I$VICK _ coNTRAACTo Any and all roof work must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood. WA 98036 Attn: Chris Smith,Tei: 206/464 -0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624,Tel: 206/577 -0585 Puget Sound Light & Power 600 116th NE Bellevue. WA Tel: 800/962-9498 or 206/455-5120 Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464-1999 Installation: Tel: 800/9994964 U.S. West Communication P.O. Box 12480 Seattle, WA 98191.0001, Tel: 206/346 -8500 City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188,Tel: 206/433 -1849 U s IRK I 1 LNGINELIR ABJK Engineering 220 West Harrison Seattle, WA, Tel: 206/285 -1185 w "XRt4INJ{LE({`E)()N'I'K, ET()R .' Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell WA 98012, Tel: 481.7669 r PRE ONSTRIVr A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to arrange a Preconstruction Meeting. Attendees should include at least the GENERAL CONTRACTOR. Superintendent and major Sub - contractors to be used in the construction. At the Preconstruction Meeting the GENERAL CONTRACTOR shall provide the following: ❑ Building Permit - A copy of each of the Local and State Building permits. ❑ Workers Compensation Certificate. O Insurance Certificate -'The Certificate of Insurance should be In the minimum amount of $2,000.000 in the aggregate. 51.000.000 each occurrence and should reflect the following au Additional Insureds: The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC ❑ Performance. Labor and Material Bond as required. ❑ Sub - contractors List - setting forth the name, address and telephone numbers of Tenant's General Contractor and Sub contractors I� S/N.S- FRV(,T!lap DENALI .s .. ? The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal1.0. number re,adyand available.. . The depositor any portion thereof maybe applied *the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR including LANDLORD's correction of punch list items not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit any portion thereof. without prejudice to any other remedy which LANDLORD may have. maybe applied as a reim- bursement to the LANDLORD for materials issued to and/or for services performed directly for TENANT'S CONTRACTOR (which services may include the correction of punch list items and/or for the repair /replacement of property damaged by 'TENANT'S CONTRACTOR). The deposi any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSIT without within hi DEPOSITOR, tout t rt Y (30)days after the completion of TENANT' ns r i n obligations as required in the LEASE. ON- ITE I ;'" - P()(:I MENTACION ire The CONTRACTOR will keep the following documents, on -site during construction: ❑ Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings Incorporating LANDLORD'S approval comments Into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the rims working drawings and 9 primary 8 9 displayed at all tunes durin construction. p 9 ❑ A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. CIA copy of th'e Letter of Authorization for Access (M.doued by mall representative atfhe- constrticton Meeting.) : ❑ LANDLORD'S Construction Manual issued to CONTRACTOR at the PreconstructlonMeeting. �c q N fi'>tA71MM�G Ii7tg�r�+.TSN;,4' ) .. The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall meah the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate IA `r spriT()'i h147i'RIr %i•5a -. In the event TENANTS construction encounters any asbestos containing ma terials (ACM). TENANT shall immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to proceed. The installation of any materials that contain asbestos Is strictly prohibited. UXISTINSa E f1NR1'f:lllNN It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or repla same to comply wi th the more stringent ohl) governing building tales. 2) the Federal Occupational Sefetyand Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulator's of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and I insurer. h provisions rostra cy sure , a 5) the of the lease. All costs shall be at TENANTS expense. Rr R 1 ;:F: )( ) 1 ) PK IY The CONTRACTOR sha I be responsible for protecting the LANDLORD'S and any other party's property from damage. Use of fuel operated engines inside the Mall and /or space wf11 not be permitted. ..FEBE E TLNt,IJ.t iFRS ._vw The CONTRACTOR shall provide adequate fire extinguishers within the premises, tagged for da to of inspection, while under construction. 't =y1UF A(.(s1iSS ti PAItKINti= Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to ensure that all construction employees working In the premises use the desig- nated parking areas. There will be no construction trailers 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. as approved by the LANDLORD. ' I IIILIVERV !Ir 51ATIUTALS The CONTRACTOR sha I be responsible to coordinate all material deliveries to the premises. whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the rear door of the Premises. Any such items are to be delivered during NON - Shopping Center hours. ' Where there is no mar dos to access space. all deliveries, trash removal. etc, must coordinated before Drafter Mall operating hours. according to LANDLORDS direction. NO exceptions. Il `FYt)RIS "< }It(A H AT The CONTRACTORS wo'h area will be restricted to the Tenant's leased premises. Service and fire corridors and truck docks shall be kept clear of all materials, equipment, debris and trash at all tirnes. 4 URi fY tee APtt:R,HOUyN FVPRK The CONTRACTOR must receive the pnor permission of the LANDLORD for work after normal working hours. 1,414NhM8UI INSPECTIONS the Tenant's construction 4U n e aria t' seonstruene work beabservedpe periodically the LANDLORD to verify that the work is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Owwings and LANDLORDS Construction Manual II SAti'FT Y The CONTRACTORshall be responsible to ensure that all work is performed In accordance with 0,5.H.A, standards. The LANE- LORD may, without any liability therefore, stop work that is in violation of O.S.H.A, standards or which may, In the Landlord's opinion, cause Injury or harm to pereono or property. CONTRACTOR must obtain a written permit from the Mall o ffice prior to any'hoC work (ex: welding. soldering, torch -work. etc.),It shall be the dutyand responsibility of the CONTRACTOR performing any cutting or welding to com with the safety provisions the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. `TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power is not yet available. Where permanent power is available. I t is the responsibility of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. ■ °E '. P RA V W TLK k!1 O R r1I L Contact the N f in Non of water tact he LA DtORC orcoord ato o temporary service. ry :II: iTiLrfYCHAN(.E()VER . CONTRACTOR shall be responsible forchangeoverof utilities to CON TRACTOR and /or TENANT Account as soon as possible. TIINAN :FNGiNEER" lIMPolIARV T111T.LF 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 con tractors use unless specifically authorized ty the LANDLORD. The location for temporary portable type toilet facility must be approved by the LANDLORD prior to Its placement. Prior to beginning any construction, the CONTRACTOR shall ensure, if required by the LANDLORD, that a temporary barricade is Installed at the storefront (see Shopping Center Manager for barr Cade. drawings and details). Where a bamcede has been erected by LANDLORD using pre - formed panels, the LANOLORO shall extend the barricade past the lease line to accommo- date the storefront 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 fee (4) past the storefront lease line. All barricades shall be extended or cons tructed during the non - operating hours of the shopping cen No barricades shall be removed ordisman wi thous express written consent of the LANDLORD. Any barricade removed without prior consent will be reconstructed by the LANDLORD at the CONTRACTORS expense. • (.(1 , The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signago as required by mall represen Nye for public safety or general warning. -.II BtELOW 6RADC (;DN$TIB Prior to beginning any below grade construction and under slab confined spaces the Contractor must: ❑ Prior to Locating Floor Penetrations, Tenants Contractor must secure LANDLORD'S strurturel floor engineer's approval se e address thi sheet ❑ Meet hazardous confined space mquirements. ❑ Inform LANDLORD of the work to be undertaken and receive approval of same. Submit ALL construction materials proposed for under slab installation to LANDLORD'S representative for approval. Once the approvals have been received and under slab con - struction commences the CONTRACTOR mg photograph the Installation In detail, both In progress and once Com- pleted. and submit copies of all photographs to LANDLORD. Any Below Grade con ctructlon must be inspected by LAND- LORD pnor to backhlling. till- (:QNGRET5 Concrete must be saw -cut or core-drilled (nojack- hammering or breaking of concrete is permitted) Secure t Ift r engineer's r val riort r reforming e .. ructura floor approval p o efo g all floor work. Prior approval must be obtained from LANDLORD poor to pen - . etrating any structural or structurally reinforced concrete. RI S4tRAY'r �A1N'1'IN(e : ' Spraying of finishes or paint must only be done If Mall HVAC and adjacent Tenant HVAC systems ere either shut down or protected to avoid contamination iN'1klI1RUi I'IAN U1TL111tS The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior to any modification to utllityservices that may temporanly interrupt such service to other tenants or the shopping center. LP itONSTRUECTION' The LANDLORD hoe established working hours when the contractor may perform 'noisy construction (i.e. saw cutting, core drilling, 'Nil tC type fastener guns. etc.). Contact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTRACTOR reschedule any activities deemed disruptive to restricted hours. PAsei RkM()VAI:`ta /HUMPSIERS`i Trash Removal - All trash will be confined to the premises and removed at the end of each day by the CONTRACTOR. Any trash found in the service corridors, adjacent tenan units. and / or other public areas will be removed by the LANDLORD and deducted from Cho CONTRACTORS deposit or billed to the TENANT.. The location of the CONTRACTOR'S dumpsterwili be determines' by the LANDLORD. LANDLORD'S durnpsters and /or compactors are not to be used by CONTRACTOR. Southcenter Mall 633 Southcenter Seattle, WA 98188 -2886 Tel: 206/246.0423 Fax: 206/244 - 6607 SPRiNKTIlt I)ly N.1)o)1vN . The CONTRACTOR shall seek the LANDLORDS prior approval at least two (2) days in advance of needing todmin the shopping center sprinkler system. No shopping center sprinkler system will be left drained overnight. All systems will be charged and operational when the CON- TRACTOR leaves for the night. A $75 fee will be charged for each time the LANDLORDS sprinkler system is drained orshut down to accommodate connection and testing requirements. 4()()F!3 )IU t(f)111(.,B The CONTRACTOR allowed e C CiORwll not a n roof be owed to pe penetrate o0 or adjust or modify the LANDLORD'S sprinkler system, fixtures. utilities, structure, equipment or facilities without the LAND- LORD'S express written consent and will be done by the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. !i)M(aE' IN( In addition to any prior stated requirements. the following rules apply to stores remaining open during remodeling. 1 RF(ONS I'Rii(2t7ON MELTING For Stores remaining open during construction, The Store Manager mustbe present at the Preconstructlon Meeting to discuss plans for the remodel, time span of remodel and related safety issues. 1IAggit lyii `+ The CONTRACTOR will be required to schedule the construction In phases and provide a phasing barricade plan indicating where the barricade well be placed • sLciiRi 1 Y WAITER IItleRS Wt)RK . 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 Officer or other service ls needed. The LANDLORD will not be responsible for the' security of the CONTRACTORS or the TENANTS property. SAi ELY In addition to the o.S.H.A. safety standards referenced previ,. ously. the 5 tore Manager and CONTRACTOR must observe , the following: ❑ Provide a minimum of a four foot (4) barricade around all construction areas, ❑ Apply plastic sheeting from the barricade up to the ceiling so as to minimize dust and related damage to merchandise, customers and the public mall areas: ❑ Verify that all workman's tools, ladders. and loose I construction supplies are out of the customers, and specifically, children's reach. ❑ Verify that any overhead dangling light fixtures, conduits, etc. are well e el i within the confines rrf es o the ba coded d an plastic sheeted areas. ❑ Verify that the store has down -sized Its stock properly so as to remain open for business and still . accommodate clear fire exits through both the rear and the fron t of the store. ❑ If there Is any storefront remodeling required, the CONTRACTOR will be required to erect a barricade per the above details, OPENING : Ri:(QV-IItENIENTN Certificate of Ce care o Occu an P cY• 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 punch list; The premises wit be allowed to open forbusiness only a fter the LANDLORD has received a copy of the Occupancy Permit and the punch list Items have been'. satlsfactonlycompleted. 11 LIEN " WAIVFRSi:b AJ The CONTRACTOR will be required to submit the following Items at the end of the construction (forms are available from the LANDLORD): ❑ An original notarized "General Contractors Affidavit and Final Waiver of Lien ". ❑ The original signed and notarized 'Subcontractor's Affidavit and Waiver of Lien" for each contractor. T ENAN ' I COPP.IkiN Tel: 4401692- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145.4122 Tel: 440/871.4800 Fax: 440/892.2308 I)RAWGIN_G_ SUIIMiSSION t+1: REVIEW, COECKL15fi: TENANT'S SUBMISSION CHECKLIST TENANTS drawing submission must include four (4) sets of black line (preferably) or blue line prints. PRELIMINARY CONCEPT: 0 Storefront Elevation (with sign) Q Storefront Section(s) ❑ Details at Neutral Pier(s) Details at LANDLORD'S � SoFflt ID Floor Plan ❑ Reflected Ceiling Plan Q Interior Elevations ❑ Longitudinal Section 0 Material Sample Board ❑ Photo of Similar store LANDLORD'S REVIEW CHECKLIST APPROVED DRAWING FOR CONSTRUCTION PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC WORKING DRAWINGS: Worki D ra wings m submitt in the foll o rder: ❑ LANDLORD'S TTG-01 Sheet Architectural ❑ Electrical ❑ LANDLORD'S TTG SheeL(s) ❑ Plumbing ❑ HVAC ❑ LANDLORD'S TTM Shcct(s) Q (other drawings) APPROVED REVISE & (INCLUDE WITH RESUf3MIT RESUBMISSION) N() FLS•'' ' RESUBMISSIONS: TENANT shall resubmit drawings within ten (10) clays. All resubmission,' shall be COMPLETE sets with four (4) sets of black line (preferably) or blue line prints. SIGN: This review does not include final approval of TENANT'S sign. Prior to fabrication & in stalls tion of TEN AN TS.cign, TENANTS sign fabricator (sign eompany) shall submit three (3) sets of shop drawings to LANDLORD for approval. CHANGES:Once approved by LANDLORD. no changes shall barnacle in TENANTS Drawings except upon the PRIOR writ ten consent of the LANDLORD. AS- GUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built drawings to LANDLORD. •terleeuerRrRlrr THIS AREA FOR LANDLORD USE ONLY... ..� NOTE; DRAWINGSWI'fHl- IN THE LOWER RIGHT HAND CORNER ARE APPROVED BYLANDLORD LANDLORDS approval of TENANT'S Drawings Is con tingent upon TENANTS compliance with LANDLORD'S comments and shall not be construed noes to hold LANDLORD liable for either the architectural and engineering design of the Premises or the accuracy of the Infonnatlen contained in TENANTS Drawings.5hould any conflict arise between any of TENANTS Drawings and the Lease, the eppfloahe portion(s) of the Lease shall be determinative. LANDLORD'S approval of TENANT'S Drawings will in no wayalteramenvl orivaive the requirements or criteria of the Lease. (.WING HOWER. SOUTHCEN TEII MALL DEC 1 G 199g PERMn CENT�rt z Store No. 478 Dru wri by: MALI- Approved Drawing No. 0- n :F CS-2 OUTFETTERS ''. RE6PON6IF)ILITY 6 hEPULE Y 6G1 1.A6E SGhEPULE ffLOOR GOVERN 6 hEPUL ITEMS INSTALLED REMARKS ITEM B-1 Ix SOLID STOOK #2 COMMON PAINT SRAM POPLAR, TIGHT KNOTS AND GHEKING ACCEPTABLE - SEE DETAIL D /A -II FOR PROFILE. FURNISHED BY TENANT, INSTALLED BY G.G. F,',-I NOMINAL Ix6 TONGUE AND GROOVE FLOORING ON I x 4 FURNISHED PY T WOOD SLEEPERS S" 0.G.- STAIN WOOD FNISHE BY TENANT, INSTALLED BY G.G. SEE SPF_GIFIGATIONS FOR INSTALLATION INSTRUCTIONS 1H'N31 1 - CWl4NV1 llni 011499 "Ny3e el ObMdl D K6 EMAI \ B-2 Ix SOLID STOCK #2 COMMON PAINT GRADE POPLAR, TIGHT KNOTS AND CHECKING ALGEPTABLE -SEE DETAIL D /A -I FOR PROFILE. FURNISHED BY TENANT, INSTALLED BY O.G. FG 2 GONGRETE FLOORING - I /A" TOPPING SLAB OVER SOLID MORTAR PED OR AS SHOWN ON FLOOR N. PL LATEX LQN � T R SEALER AFTER GROOVES ARE GUT. GENERAL REGZUIREMENTS BARRICADE • O SPECIALTIES (EQUIPMENT & FIXTURES) 15-3 Ix6 SOLID STOCK #2 COMMON PAINT GRAPE POPLAR, TIGHT KNOTS AND GHEGKIN'b AGGEPTABLE - SEE DETAIL D /A -II. FURNISHED BY TENANT, INSTALLED BY GG. FG-3 Z" x 12" VG.T. #51858 '5ANDRIFf WHITE' EXGELON AS MANLF, BY ARMSTRONG FLOORING OVER WATERPROOF MEMBRANE FIRNIGIED AND INSTALLED BY G.G. FIXTURES, GANNETS AND ALGE55GRIE5 • • aiNSTRUIGTION GRAPHICS O 0 GRAPHICS /SIGNAGE • • P-A A" HIGH BLACK VINYL COVE BASE FURNISHED AND INSTALLED BY GG. PERMITS AND FEES O O ALPIO/VIDEO SYSTEM • INSTALLED PY ALDIO/VIDEO GONSLLTANT FG-A EXPOSED CONCRETE - PAINTIP -b TEMPORARY HEAT O • 2A10166 FIRE EXTINGUISHERS • • COORDINATE LOGATIO'NS' WITH FIRE MARSHALL TEMPORARY ELECTRIC • • CLOSET RODS AND SHELVES • ',• G.G. TO PROVIDE BLACKING TEMPORARY ENGSYURE/NOISE /DUST PROTECTION • • TOILET AGGESSORIES • • GL. TO PROVIDE BLOCKING FLOOR COVERING NOTES: I. SEE SHEET ' A - I' FOR I FG -I I COVERING S LAYOUT 2. REFER TO FLOOR TRANSITION DETAILS FOR TRANSITION STRIP SPEGIFIGATIGNS. GLEAN U' O • TOILET ROOM MIRROR e • R GROTJP 421 SW Sixth Avenue, Suite 1212 Portland, OR 97204-1613 (503) 274 -2675 AMERICAN EAGLE OUTFITTERS 150 Thorn Hill Dr. — P.O. 788 Warrendale, Pa. 15095 (724) 776 -4857 SITE WORK FURNISHINGS DEMOLITION • • STOCKROOM SHELVING • • GORE DRILL/TRENCH SAP • • MISGELLANEOIS FURNITURE • • r � PAINT GI- I EPULI- F P -1 BENJIMAN -MOORS #P0-II WHITE DOVE' INTERIOR LATEX EGGSHELL - BRUSH APPLIED IN THE FIELD (BRUSHED PAINT GAN BE SPRAYED TO GET INTO REVEALS AND THEN BALK BRUSHED To CREATE BRUSH STROKES CONCRETE SLAt5 MEGHANIGAL CONCRETE SLAB REPAIR • • HVAG CONCRETE REINFORCEMENT • 0 UNIT, THERMOSTAT • • 197 5 S W% NEON/GA1T'EDATIAT + 1 RFLOGAIED P -2 BENJIMAN -MOORS #1065 INTERIOR LATEX EGGSHELL MISCELLANEOUS CONCRETE WORK • • DUCTWORK AND DIFFUSERS • • CONTROL WIRING • • MASONRY DEMISING WALL REPAIR.. - MISCELLANEOUS OS MASONRY WORTS METALS I ROOF cdR ® • P -3 BENJIMAN MOORS #P0 -1 WHITE DOVE' INTERIOR LA1 X EGC ROOF PENETRATIONS O SPRINKLER '... .... PIPING/MODIFICATIONS •' • li P A beNJIMAN -MOORS GISTGM GGLOR TO MATCH AMERICAN EAGL r LATEX COORDINATE 'COLOR SPECS WITH TENANT. INTERIOR L EX SEMI- -GL055'. - BRUSH APPLIED IN THE'... FIELD HEADS AND ESGUI "GH EONS ,.. O PLIJvIBING METAL STUDS '.. PLUMBING FIXTURES O • Psi r LATEX 05s NJIMAN1v0GRE PO -9 'SUPER WHITE' IN ERIGR LA EX SEMIGL # ENAMEL DEMISING PAR7ITIGNS OMETAL ®�® STUDS ONLY (IF NOT EXISTING ( ) �.. RUKoH IN AND ' GONNEG ION � - T 5 FINAL O �. i INTERIOR PARTITIONS/SOFFITS /FURRING ®II®�®. WATER HFATF • • • S ISPQDED FRAMING FOR DRYWALL OEILIN65. '' :.. 1 P_6 SHERWINI WILLIAMS #5W 1005 'sILVERADd ARMOSEAL TREAD-FLEX 100% ACRYLIC WATER BASED FLOOR COATING. RI STR.UG tR :'_ FRAMING FOR HVAL 111e� ®Be ELEGTR I GAL • • 5419 '8 - 1000 1ddV 49 'S Ti 210J 641591 MISCELLANEOUS STRl.G7UZAL RRAMING/ME7AL BFJJGFI, BEAM BRACKETS Ate COAT Y10005 SERVICE METER '.. I. PAINTING CONTRACTOR TO LEAVE ONE QUART OF EACH FINISH PAINT AND STAIN AT THE SITE FOR LATER TOUGH -U'. CLEARLY LAPEL EACH GAN. 2. AGGE55 DOORS ARE TO DE FIELD PAINTED TO MATCH ADJACENT 5URFPGES PRIOR TO INSTALLATION. PANELS '. • 0 • O WOOD AND PLASTIC' LIGHT FIXTURES AND LAMPS • • : WOC9 Gl0Q145/I1.00 'IG (FIRE RETARDANT SATED F KO) DELIVERY BUZZER SYSTEM @ REAR'SERVIGE DR • • ! PREFABRICATED WOO? PILASTERS AND GCL.LMNS BUZZER LOW VOLTAGE WIRING • • PREFABRICATED WOOD VALANCES BRANCH CIRCUITING • : • STAIN eGI EPUL:E PAINT GRADE WOOD TRIM SERVICE DOOR ALARM LUCK (DETER) • • FITTING ROOM BENCHES • SENSORMATIG ... '.. FIRN. /IN5T. BY OTHERS.. `"' 70 _ M 1 cONrSOL SAM PLEWITH POLYURETHANE FINISH PER TENANT FRAMES • PHONE LINES (POINT OF ENTRY 70 GASH WRAP) • • FITTING ROOM MIRROR MI PLYw0=1TTINS ROOM AT MIRRORS 0D TRIG PANEL BO•' • O PEffINITIONS I S-2 COLOR TO BE DETERMINED COORDINATE WITH TENANT PREFABRICATED CEILING BEAMS • TENANT - AMERICAN EAGLE OUTFITTERS THERM./MOIST. I GC, 'GENERAL GONTIRAGTOR LANDLORD - MALL'S '...LANDL.GRD 7� / { '... MEAL AL JGI EDULE 66 -aI-A SEALANTS ,. VAPOR BARRIERS . M -I I GOLD - ROLLED STEEL WITH CLEAR POWDER GOAT FINISH 66 IEPULL6 AMERICAN EAGLE OUTFITTERS Southcenter Shopping Center Tukwila, WA SPACE #200 DOORS AND WINDOWS M_2 3 /A" % 9 /A" ALUMINUM REVEAL WITH NATURAL. FINISH - FURNISHED AND INSTALLED 6Y S. DOORS ENTRY.. DOORS •,. SALES / STOCK DOOR •'. M -3 STANDING? SEAIvM : METAL ROOF PANELS SHALL BE GALVANIZED METAL WITH 12° H PANEL SPACING AT 04,. AND SNAP -ON STANDING 5 EAM GAPS I° HIGH FASTEN PANELS WITH GONGEALAP ANCHORS AT SPACING AS RECOMMENDED DY MANUFACTURER: FITTING ROUvI DOORS • .. TOILET ROOM DOOR •, SERVICE/EMT POOR • DOOR HARDWARE • O...... G., VV OOP 61 :PULE STORFI'RONT GLAZING 0 • wD - I WD -2 SOLID STOCK #1 cGMMON POPLAR Ar WOOD DESIGNATED TO te TO PE PAINTED, ,T TIerm KNOTS AND GHEK ACCEPTABLE, 5 SIDES UJSANDED. %8'W /Ib"D SLOTS DENSITY N F AI10P PITLP PAINT. FINISHES FLOORS HARDWOOD FLOORING ON SLEEPERS • • SLEEPERS BY GG. c&NORETE FLOORING e • F , N I IN �h � (' I LE RESILIENT TILE FLOURING (VINYL TILE) • • WD-3 3 /S" THICK SHIPLAP PLANKS, SOLID STOCK #2 COMMON PAINT GRADE POPLAR TIGHT KNOTS AND GHEKIN& AUO PTADIE -SEE. DETAIL S /A -8 MAU FLOORING • • I. REFER TO FLOOR COVERING SCHEDULE, PAINT SGHEDI.IE, STAIN HEDLLE AND BASE SGHEDU_E THIS SHEET 2. COORDINATE FINISH AO - lTPU P WITH ARCHITECTURAL DRAWINGS FOR GRAPHIC CLARIFICATION DIVIDER STRIP/TRANSITION STRIP • • • BASE wD-a P / G�LAI? I rl�rlr�KNO�r A cn�EKI DESIRABLE i MGN PAINT 11/A-8 WOOD W/ BASE SHOE e • ROOM N0. .FLOOR '. WALL CEILING WALL PEASE REMARKS Store No. 478 VINYL (COve) • 0 ROOM Na 101 '. IFG-II IFG -ZI DRYWALL. P -2 P -3 B ^i ®: SALES AREA WALLS ROOM NO. m IF�I P -I .DRYWALL DRYWALL, P -9 !B-I VE5TIBU.E GYPSUM WALL BO O ROOM NO. 1OT �FG -II P -1 DRYWALL P -3 B-I PASSAGE ar -cr ve,e c!rvofr '.. I IIY U' IJ L'dIL. °, DEC ]. G 1999 . A111''''.-1,,,11 aeaMn�r.rr rert I n 1 � _ tI I ... 5,3R Ai I rII II I . rl) r ^I 11� PAINT 3 e ROOM NO. 104 FG- I DRYWAII P -3 � ® CLOSET '. Drawn by AED SHIPLAP &DEAD BOARD WOOD PANELING • • ROOM NO 105 IFG I � GIs P -3 : ® FITTING ROOM Approved MEDIUM DENSITY FIBERBOARD (Mir) O • ROOM NO, lob IFG -AI PRIME ONLY NONE B-A , 5TOOKROGM qra wing Np, GEEING ROOM Ma 10 DRYWALL F- : Eli TOILET ROOT 6YP56M BOARD . • - ROOM NO 108 IFG A PRIME ONLY DRYWALL PRIME ONLY) A StSPENDED AMC:. (STOGKROUd) • • IF REQUIRED BY LANDLORD OR BUILDING DEPT. ROOM NO, 109 IFG'' - PRIME ONLY NONE EQUIPMENT ROOM PAINT • • _ '��7 / /w d L y 4 1 i 6TOREffRONT PARRIGAPE NOTES (Iff APPLIGALE) I. SG. IS TO CONSTRUCT A STOREFRONT PARRIGADE PER LANPLORD/MALL SPECIFICATIONS. 2. IF LANDLORD/MALL HAVE NO SPECIFICATIONS, THEN: GC. 15 TO CONSTRUCT TEMPORARY PARRICADE(S) OF 3 5/8" 25 OA. METAL STUDS AT 24" OG. WITH ONE LAYER 5/5" GYP. pP. (MALL SIDE) TAPED AND SPACKLE) SMOOTH. INSTALL A A MIL. PLASTID OR GYP. PD. LID PACK TO MALL PULAMEAD TO CREATE DUST -PROOF CONDITION AND INSTALL 1/2" 0-2 PLYWOOD ''ON FLOOR TO PROTECT EXISTING MALL FLOORING. SUPSTITUTE GYP. PD. AND PLASTIC WITH 5 /O" EXTERIOR GRAPE PLYWOOD, FULL SEISHT, AT EXTERIOR STOREFRONTS. PARRICADES ARE TO PE ADEQUATELY SSCURED AND (RAGED TO MALL PI/AHEAD PRAWNS FOR LATERAL STABILITY AND MUST PE STRUCTURALLY SOUND. CARE MUST (E TAKEN 70 PROTECT MALL FLOORING. P. IF REQUIRED PY LANDLORD: PRIME AND PAINT PARRIGADE=1 OR AS DIRECTED PY LANDLORD. SG. IS TO INSTALL TENANT - SUPPLIED GRAPHIC WALL GOVERNS ON PARRIGADE (AFTER HAVING RECEIVED LANDLORD APPROVAL) CONTACT TENANTS CONSTRUCTION REPRESENTATIVE TO OBTAIN MATERIALS AND INSTALLATION INSTRLETION. A. CARE IS TO (E TAKEN WHEN DISASSEMPLINS AND REMOVING OARRIGADE. SG. IS TO RESTORE MALL SOFFIT, FASCIA, NEUTRAL PIERS AND FLOOR TO A LIKE -NEW CONDITION AND FINISH. 5. SG. IS TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON PARRIGADE CAN OCCUR. TURN OVER REQUIREMENTS I. THE CONTRACTOR IS TO ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUPGONTRACTORS, INCLUDING ALL OWNER PROVIDED SUUPGONTRACTORS. EOTH ITEMS 70 (E MOUNTED IN SEPARATE PICTURE FRAMES (S I/2" x If) ON TOILET ROOM PARTITION, ADJACENT TO POOR AT 5' -O AFT. TO (OTTOM OF FRAME AND ONE COPY OF EACH SHOULD SO TO TENANTS DIRECTOR OF CONSTRUCTION. 2. PRIOR TO STORE ENSNiNO, THE CONTRACTOR 15 TO ARRANGE FOR A CERTIFIED INDEPENDENT BALANCING CONTRACTOR TO PALANGE h.VAG. SYSTEM. CONTRACTOR IS TO PROVIDE THE LANDLORD AND TENANT WITH A COPY OF THE PALANGE REPORT. 3. IF REQUIRED 5Y LANDLORD, CONTRACTOR SHALL SECURE THE NECESSARY APPROVAL OF STORES SPRINKLER SYSTEM LAN FIRE IN NEE CARRIER. Y TFSA FROM BURR A. TUR OVER ALL KEYS TO STORE MANAGER ELEAWLY MARKING EACH KEY FOR IDENTIFICATION 5. EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO: STORE MANAGER 6. INSTALL REMAININS OWNER SUPPLIED FIXTURES AND HARDWARE ARRIVING ON MERCHANDISE TRUCK. 7. GENERAL CONTRACTOR IS IRESPONSIPLE TO PROVIDE TRASH CONTAINER FOR ALL INITIAL MERCHANDISE PAGKINO PRIOR TO STORE OPENING; GENERAL CEILING NOTES I. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE LEILINS WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSIONS SYSTEM, ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DRAWING. 2. PROVIDE GEILINS ACCESS PANELS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING' FINISh UON. 3. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FORM TOP OF FINISHED FLOOR TO EOTTOM OF FINISHED DRYWALL AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINIShES. A. NOTIFY TENANT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURE, NVAC, AND /OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING LOCATIONS AND ACTUAL FELD CONDITIONS ARE TO PE CLARIFIED WITH ThE TENANT PRIOR TO FRAMING. 5, VERIFY FELD CONDITIONS AND LOCATIONS OF ALL PLUMPING, MECHANICAL DUCTS, STRUCTURAL_ ELEMENTS AND ANY AND ALL OTHER APPLICAPLE ITEMS. INSTALL APPLIGAELE NEW PLUMPING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS 50 AS NOT TO CONFLICT WITH LUMINARIES AND ANY AND ALL FELD CONDITIONS. 6. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, PAFFLE, AND THE LIKE, TO AVOID FIXTURE OILING OR DAMAGE, FIXTURES SHALL (E MAINTAINED GLEAN AND AS NEW. LAMPS SHALL (E NEW AT PROJECT COMPLETION. 7. CONTRACTOR SHALL PROVIDE ALL LATERAL (RAGING, AS REQUIRED (Y THE GOVERNING JURISDICTION, FOR ALL SOFFIT FRAMING CONDITIONS. S. VERIFY APILITY OF EXISTING STRUCTURE APOVE TO SLPPORT THE NEW DRYWALL CEILING SYSTEM AND INCLUDED EQUIPMENT. 10. INSTALL ADDITIONAL PACKING HATES /(LOOKING AND SUSPENSION WIRES AT ALL EQUIPMENT ATTACHED DIRECTLY TO THE NEW DRYWALL CEILING SYSTEM AND NOT INDIVIDUALLY SUPPORTED OTHERWISE. GENERAL NOTES I. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT iN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL PE ACGEPTAPLE DESPITE THE ARCHITECTS/TENANTS FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WIThIN THE TIME REQUIRED'PY GUARANTEE SHALL FE REPLACED pY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL PE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 2. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO PE FOR WhATEVER REASON LNENFORGEA(LE, SUCH UNENFORCEAPILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE GONTRAGT. 3. THE CONTRACTOR SMALL PE RESPONSI(LE. FOR THE DISTRIPUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. A. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION PEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE TENANT, FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 5. ALL WALLED PUMPING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF =RATION. 6. UPON NOTIFICATION OF COMPLETION OF THE WORK AND DELIVERY OF THE CONTRACTOR'S PUNCH -LIST THE TENANT SHALL PREPARE A PUNCH -LIST OF CORRECTIONS, UNSATISFACTORY AND /OR INCOMPLETE WORK, FINAL PAYMENT WILL PE CONTINGENT LEON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER / GONTRAGTOR AGREEMENT. 7. ALL MATERIALS SHALL PE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED, MANUFACTURED MATERIALS AND EQUIPMENT SHALL PE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS VON. P. COORDINATE ALL WORK WITH PUILDINS OWNER SO AS NOT TO DISTUARP OR CAUSE DAMAGE TO ANY TENANT IN THE PULPING. AVOID CONFLICT AND INTERFERENCE WITH OPERATIONS T T 1 G'S E TIONS NORMAL PULSING ERA ON5 PY COMPLYING WI h THE (ULD1 N R C?,IA REGARDING SCHEDULING AND UUSE OF ELEVATORS AND LOADING.DOGKS FOR DELIVERIES, HANDLING OF MATERIALS,,. EQUIPMENT; AND GEERIS. • 9. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPADES WIThIN OR ADJACENT 'TO THE SCOPE ORIWORK'ANP THE TENANTS!SPACE. THE CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE CAUSEP PY hIM'OR HIS SUPCONTRACTORS' REFN6H1 TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. ALL ON-GTE MATERIAL STORAGE SHALL (E INSIDE THE DEMISED PREMISES. H. CORRECT ANY DEFECTS FOUNT IN EXISTING OUILDINS CONSTRUCTION WHICH AFFECT THE SCOPE'. OF WORK THIS INCLUDES PUT 15 NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT DRYWALL. OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, APUSININS SURFACES. • 12. THE ARCHITECT/TENANT, NAS NO KNOWLEDGE OF AND SHALL NOT PE HELP LIABLE FOR ANY A5PESTO5 OR OTHER HAZARDOUS' MATERIALS CS THE USE SITE IF ASPESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURINS' CONSTRUCTION OR DEMOLITION, STOP WORK AND CONTACT TENANT FOR FURTHER INSTRUCTIONS PEFORE PROCEEDING. P. ALL REQUIRED EXITS SHALL PE OPERAPLE FROM INSIDE, WITHOUT THE USE OF KEY OR SPECIA_,KNOWLEDGE. M. EXIT DOORS AT STOREFRONT TO HAVE SIGN ON TOP RAIL STATING '71115 POOR TO REMAIN UNLOCKED DURING PUNINESS HOURS" IN I" HIGH Wh17E LETTERS ON A TRANSPARENT'. PACKSROLND. LOCKING DEVICE TO PE OF THE TYPE THAT 15 READILY PISTINSUISIAPLE AS LOOKED. 15. ALL ROOF DECK PENETRATIONS AND EXTERIOR WALL OPENINGS SHALL PE GUARANTEED PY THE CONTRACTOR TO PE WATERTIGHT FOR A MINIMUM PERIOD OF ONE YEAR AFTER SUPSTANTIAL COMPLETION O' ALL WORK UNDER THIS CONTRACT. 16. SEALANT, CALLKINS AND FLASHING, ETC. LOCATIONS SHOWN ON DRAWINGS ARE NOT INTENDED TO PE INCLUSIVE. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND STANDARD INDUSTRY AND PUILDING PRACTICES. 17, ALL CONGEALED SPACES CREATED PY FURRINS PEHIND PUILT -IN CASE WORK AND PANELING `MALL HAVE FIRE PLOCKINS (MINERAL PIPER OR APPROVED ALTERNATE) 50 THAT NO VOID EXCEEDS',, 10 VERTICALLY OR: HORIZONTALLY. W FIRE (LOCKING SHALL PE INSTALLED IN 'CONCEALED SPACES FORMED PY F OOR SLEEPERSSIN AREAS OF NOT MORE THAN' 100'SQUAREFEET. 19. AL.PUILT -IN CASES AND PANELING SHALL MEET A MINIMUM CLASS III FLAME SPREAD '(76 -200 'FLAME SPREAD INDEX). 'PLYWOOD SHALL STAMPED WITH U- LAPEL 20. CONTRACTOR:SHALL LEAVE PREMISES AND ALL AFFECTED AREAS GLEAN AND \ ORDERLY, READY : FOR OCCUPANCY. This INCLUDES GLEANING OF ALL GLASS (INSIDE AND OUTSIDE) AND.. FRAMES, POTH NEW AND EXISTING. GENERAL NOTES (GONr "D) 21. ALL WORK SHALL PE PERFORMED IN A PROFESSIONAL, WORKMANLIKE MANNER AND SHALL CONFOPM TO ALL STATE, FEDERAL, AND LOCAL COPES. INDUSTRY ORGANIZATION STANDARDS, OR AS REQUIRED PY LANDLORD. OTHERWISE CONTRACTOR WILL PE HELP LIA(LE TO CORRECT ANY MISTAKES NOT COMPLYING TO THESE COPES AND ORGANIZATIONS AS MENTIONED. 22. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ONE COMPLETE COPY OF THE CURRENT SPECIFICATIONS AND ALL ADDENDA MIST PE KEPT AT THE JO AT ALL TIMES. NO EXTRAS OR EXTENSIONS WILL PE GRANTED FOR FAILURE TO FOLLOW THE SPECS. 23. AS A GENERAL RULE, DIMENSIONS ARE TAKEN FROM MAJOR SURFACES OR PANEL SURFACES, NOT FROM THE PROJECTIONS OF MOLDINGS APPLIES TO THE SURFACE OR EDGE. MOOING PROJECTIONS VARY, PUT MOST ARE I /A" TO 3/8" PEYOND THE FACE 24. ALL (LOCKING AROVE CEILING OR IN PARTITIONS SHALL PE 'NGNCOMPUSTIPLE APPLY PLAMORT FIRE RETARDANT COATINGS WHERE NECESSARY TO MEET CODES OR LANDLORD REQUIREMENTS - SEE SPECIFICATIONS. 25. THIS CONTRACTOR SHA_L MAINTAIN ALL FIRE RATINGS AS REQUIRED PY CODES. PY THE LANDLORD AN HIS FIRE UNDERWRITER. 26. STRUCTURAL FRAMING MEMPERS FOR ThE STOREFRONT AND INTERIOR AREAS SHALL PE LOAD PEARING ST5PS. ENS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD ON LOCATIONS, WEIGHT, AND METHOD OF ATTACHMENT Of ALL LOADS IMPOSED ON THE OVERHEAD STRUCTURE. ANY FIREPROOFING THAT IS DISTURPED SHALL PE RESTORED TO ITS ORISINAL CONDITION. 27. ALL NAIL, SCREW, AND FASTENER HOLES SHALL PE FILLED AND SMOOTH SANDED, READY FOR PAINTING JOINTS IN MATERIAL SHALL PE KEPT TO A MINIMLM AND SHALL PE AT CORNERS WEN POSSIPLE JOINTS IN EXPOSED FACES SHALL PE TIGHT AND FLUSH JOINTS SHOULD PE PLANNED TO FALL PENIND MOLDING. ALL EXPOSED JOINTS SHALL PE FILLED AND SANDED. 25. ALL OUTSIDE CORNERS WHICH ARE VISIPLE AND ARE NOT COVERED PY MOLDINSS. SHALL PE METERED, TRUE AND TIGHT, EXPOSED PAGES OF PLY SHALL NOT PE PERMITTED. 29. TENANT SHALL,FLRNISH AND ThIS CONTRACTOR SMALL INSTALL HARDWOOD FLOORING THRO S IGUN THE SALES AREA , AND FITTING ROOMS AS INDICATED ON THE DRAWINGS. SEE SPECS. h0. THIS CONTRACTOR SHALL COORDINATE ALL WORK. ON THE SIGN. AND'. SIGN LIGHTING'. WITH EC. AND TENANT. THE SIGN WILL PE FURNISHED PY TENANT, SAFE HANDLING, STORAGE AND INSTALLATION SHALL PE THE RESPONISIPILITY OF THE S REPAIR OF ANY DAMAGE TO THE SIGN. WILL PE UNDER THE :PIRECTION OF TENANT AT THE S.G.'S EXPANSE. 31. THE SG.' SHALL COORDINATE THE PAINTING OF THE LIGHTING FIXTURES AND OTHER SPECIAL EQUIPMENT DETAILED IN THE FINISH EE. SCHEDULE SALL SPECS. 32. THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD (AND OThERS AS REV.) FOR THE ERECTION OF PARRICADES, MOVEMENT OF MATERIALS, TRASH REMOVAL. TEMPORARY' DISCONNECTION OF SPRINKLERS, ETC. SEE SPECS. 33. TENANT SHALL FURNISH WOGS FLOORING, 51ON, LIGHT FIXTURES, DECALS, DETEX ALARM, SLOTTED STANDARD IN METAL STUD A55EMPLY AND MILLWORK PACKAGE ALL OF WHICH ARE TO PE INSTALLED PY THE CONTRACTOR. N. THIS CONTRACTOR SNAIL PROVIDE ADEQUATE PROTECTION FOR ALL FINISHED FLOORS DURING CONSTRUCTION, IN PARTICULAR Al FLOORS SHALL PE PROTECTED AS FOLLOWS PRIOR TO THE ARRIVAL OF STORE PIKE RES, WOOD FLOORS SHALL PE COVERED COMPLETELY WITH 70 LP. KRAFT PAPER. CARPET SHALL PE COVERED WITH A MIL VISQLEEN CERAMIC TILE SHALL PE COVERED WITH /A" PLYWOOD. 35. TENANT SHALE FURNISH, PRIOR TO OPENING, APO TYPE FIRE EXTINGUISHERS OF SIZE REQUIRED PY LOCAL CODES 36. IF APPLIGAPLE, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AND THE LANDLORD THE LOCATION AND SIZE OF RETURN AIR OPENINGS IN THE DEMISING WALLS ABOVE THE CEILING This CONTRACTOR SHALL PROVIDE A REAMING SECURITY SCREEN OVER THESE OPENINGS OF I "xl" WIRE MESH. 37. THE GENERAL CONTRACTOR ShALL FIELD MEASURE THE LEASED PREMISES AND PROVIDE TENANT A DRAWING WITH ACCURATE ACTUAL DIMENSIONS, PARTICULARLY VERIFY DIMENSIONS IN THE AREA OF.THE'STOREFRONT. NOTIFY TENANT OF ANY DISCREPANCIES AND PROPL.ESS THAT, MAY OCCUR IMMEDIATELY. 38. THIS.. CONTRACTOR :SHALL PROVIDE EXPANSION JOINTS IN THE :HARDWOOD FLOOR STOREFRONT, WALLS ETC. SHOWN AS SHO OR, REQUIRED EXPANSION JOINT IN HARDWOOD FLOOR SHALL PE T RUPPER OR NEOPRENE TYPE, SET FLUSH WITH THE HARDWOOD FLOOR IN EITHER! SIDE. 39. FURRINS CHANNELS SHALL PE' GALVANIZED, METAL STIRS SHALL PE 20 GAUGE MIN, GALVANIZED STEEL WITh MATGHINS' TRACKS IN WIDTHS AS SHOWN ON THESE DRAWINGS. LSE MINIMUM 20 GAUGE (OR AS INDICATED) LOAD BEARING METAL STUDS WHERE INDICATED. METAL 'C' JOISTS SHALL PE IA GAUGE WITH APPROPRIATE CONNECTORS AND FASTENERS. WELD CONNECTIONS AS INDICATED OR REQUIRED 40. IF EXISTING S.G. SHALL REPAIR ANY FIRE PROOFING ON EXISTING STRUCTURAL STEEL MEMPERS WHETHER IT PE SPRAY -ON OR OTHER, Al. PRIOR TO pp SUOMISSION AND COMMENCEMENT OF WORK, THE SC. ShALL MAKE A SITE VISIT TO THE EXISTINS SPACE TO .REVIEW DE.MO_ITION /SALVASE REQUIREMENTS, COORDINATE ALL DEMOLITION WITh TENANT'S MANAGER OF CONSTRUCTION AND LANDLORD'S FIELD REPRESENTATIVE, CV N I 7 C > N � _ .° .I� aN NT 5 CSI O O tore No. 4 78 Draw by; AEO proved Drawing 'No, J -2 I /A" THICK ZING DIVIDER STRIP GONGRETT TOPPING ON SOUP SUPSTRATE (NO SLEEPERS UNDER CONCRETE 14. PENGH NO .1 G -2 MALL TILE 0 CD H CU I O N N 1 4-L 7 N xo V1 � (n Q� N O� '2 CL,.- Drawing No. Store 4 7 8 Drown by: XS Approved POLYETHYLENE LINER GO: TINLE LINER UNDER WOOD FLOOR AND GGNGRETE / P 4 / SCALE: 3'" - P - d" 0.G. A ,d IFG -I) NOTE: DIMENSIONS AT NEW PARTITIONS ARE REFERENCED TO FACE OF 51195. DIMENSIONS AT DEMISING PARTITIONS ARE REFERF_NGED TO SAGE OF DRYWALL. DIMENSIONS AT DOERS AND OPENINGS ARE FNISHED DIMENSIONS. D 4 / D NOBLES - GOOD NI/ ROGR RAN D / 4 4 ROOM DOOR (TYP) I /A THICK ZING DIVIDER STRIP AT GRANGE IN DIRECTION CF WOOD FLOORING (TYP.) IFG II SLEEPERS OVER WOOD 0. CONCRETE FLOOR SLAP / 4 � TRAN6TION @ WOO /CON ffLOOR O FITTING ROOMS (105) (TYP.> ` —GOAT H N - WV TING ) CLOSET (LOG) 151-LA EACH FIT P-I P 3 El I FL-II P 3 +I ' AFF. GLW. Q +Id -d' AFF. S ]WI.IGTIIRAL GOWN INDEX STRUCTURAL COLUMNS - IF NOT EXISTING, COVER WITH 5/5" TYPE X DRYWALL OVER METAL STIR FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. FOR GOLLMN FINISHES, SEE SHEET 'A -S. STRUCTURAL COLUMNS - IF NOT EXISTING, COVER WITH 5/5" TYPE X DRYWALL OVER METAL SILO FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. PARTITION INDEX EXISTING DEMISING PARTITION - METAL STUDS TO STRUCTURE ABOVE. G.G. To INSURE THE EXISTING PARTITION IS COVERED WITH 5/5" TYPE X EREGODE DRYWALL TO STRIWTIIRF APLEE AND FIRE SEALED TO MAINTAIN A 01.1E HOUR RATINS. G.G. TO FINISH TAPE, SPACKLE, SAW, AND PRIME AREAS TO PE PAINTED. STOGKROGTA SIPE SHALL PE PATCHED ONLY. SALES /FITTING ROOM PARTITION NEW PARTITION - 2 I/2" METAL STUDS TO STRUCTURE APCVE ANP PRAGE. O.G. TO FURNISH ANP INSTALL ONE LAYER 5/5' TYPE X FIREGODE DRYWALL POTH SIDES TO 6" ABOVE CEILINS. PARTITION TO RECEIVE HORIZONTAL SHIPLAP PANELS ON PASSAGE SPE TO 5' -6" AF.F. (SEE DET. J /A -I0 FOR GAP TRIM) AND VESTIPULE SIPE FILL HEIGHT OF PARTITION. IF REOUIREP PY LANDLORD OR 0IILDIN& DEPARTMENT SG. TO FURNISH AND INSTALL 5/5 TYPE X FIREGODE DRYWALL TO STRUCTURE ABOVE AND FURR -GUI' PEMI5INS PARTITION WITH j3' -d' INTEGRATED 3 5/5" METAL STUDS WITH SLOTTED STANDARDS. FURNISH AND INSTALL ONE LAYER 5/5" PREFAP. MPS PANELS I WD -21 ONE SIPE TO UNDERSIDE OF LIGHT COOS SOFFIT. SEE ELEVATIONS ON SHEET 'A -A' AND DETAIL E /A -7 WHERE APPLIGAPLS. SALES /FITTING ROOM PARTITION NEW PARTITION - I3' -d' INTEGRATED 3 5/5" METAL STUDS WITH SLOTTED STANDARDS. SG. TO FURNISH AND INSTALL ONE LAYER 5/5" TYPE X FIREGCDE DRYWALL POTti SIDES TO 6" ABOVE CEILING. FURNISH O AND INSTALL VERTICAL SHIPLAP ON SALES SIPE TO CEILING. G.G. TO FINISH TAPE, SPACKLE, SAND ANP PRIME DRYWALL AREAS TO PE PAINTED. SEE ELEVATIONS ON SHEET FITTINS ROOM PARTITION NEW PARTITION - 2 I/2" METAL STUDS, 16" OG. S.G. TO FURNISH AND O INSTALL ONE LAYER 5/5" DRYWALL POTS SIDES TO 5-6" A.F.F. AND INSTALL GAP. SEE DETAIL G /A -I0 (SIMILAR EXCEPT NO SHIP LAP) SG. TO FINISH TAPE, SPACKLE, SAND AND PRIME AREAS TO PE PAINTED. FITTINS ROOM PARTITION NEW PARTITION - 2 I/2" METAL STUDS, 16" OL. GL. TO FURNISH AND INSTALL ONE LAYER 5/5' DRYWALL POTH SIDES TO S-6" AFT. AND K. INSTALL GAP. SEE DETAIL 0/A -10. PARTITION TO RECEIVE HORIZONTAL SHIPLAP PANELS ON PASSAGE ANP VESTIBULE SIDE OF PARTITION 5L. TO FINISH TAPE, SPACKLE, SAND AND PRIME AREAS OF EXPOSED DRYWALL TO PE PAINTED. FITTINS ROOM PARTITION NEW PARTITION - 2 I/2 METAL STUDS, 16" OG. S.G. TO FURNISH AND INSTALL ONE LAYER 5/5 DRYWALL POTH SIDES TO 6 " ANNE CEILING. PARTITION TO RECEIVE HORIZONTAL SHIPLAP PANELS ON PASSAGE SIPE TO 5 -6" AFF. (SEE PET. J /A -IO FOR GAP TRIM). G.G. TO FINISH, TAPE, SPACKLE, SAND, AND PRIME AREAS OF EXPOSED DRYWALL TO PE PAINTED. SG. TOILET ROOM NEW PARTITION - 3 5/5" METAL STUDS, 16" OL. WITH I/2" WATERPROOF DRYWALL POTH SIDES. FINISH TAPE, SPACKLE, SAND AND PRIME AREAS TO PE PAINTED. SEE DETAIL P /A -10. HC. TOILET ROOM NEW PARTITION - 6" METAL STUDS, 16" OG. WITH 1/2" WATERPROOF DRYWALL ONE SPE. FINISH TAPE, SPACKLE, SAND AND PRIME AREAS TO PE PAINTED. SEE DETAIL 17/A -10. FIRE CORRIDOR PARTITION NEW PARTITION - 3 5/5"' METAL STUDS, 16" 06. WITS 5/5" TYPE X DRYWALL POTH SIDES, FINISH TAPE, SPACKLE, 5AN1 AND PRIME PAINT. SEE SHEET 'A -2' FOR CEILING REQUIREMENTS. ffLOOR PLAN SCALE: I/O" O VESTIBULE PARTITION NEW PARTITION - 2 I/2" METAL STUDS WITH 5/5" TYPE X DRYWALL POTS SIDES TO 6" ABOVE CEILING. HORIZONTAL SHIFLS ON VESTIPIE SIDE ONLY (FULL HEIGHT). SG. TO FINISH, TAPE, SPACKLE, SAND, AND PRIME AREAS TO PE PAINTED. STOCK /SALES PARTITION NEW PARTITION - 3 5/5" METAL STUDS TO STRUCTURE ABOVE AND PRAGE. SG. TO FURNISH ANP INSTALL ONE LAYER 5 /5" TYPE X FIREGODE DRYWAL POTS DES TO ` CEILING. IF REQUIRED Ds( LANDLORD OR PUILDINS DEPARTMENT, SO. TO FURNISH AND INSTALL 5 /5" TYPE X FIREGCPE DRYWALL TO STRUCTURE ALONE AND FIRE SEAL FOR A ONE -HOUR RATINS. SG. TO FINISH, TAPE, SPACKLE, SAND, AND PRIME AREAS TO PE PAINTED. VESTIBUE /FIRE CORRIDOR PARTITION 3 5/5' METAL STUD TO STRUGTIIRE ABOVE AND PRAGE. SG. TO FURNISH AND INSTALL ONE LAYER OF TYPE X DRYWALL POTH SIDES TO 6" ABOVE CEILING. G.G. TO FURNISH AND INSTALL HORIZONTAL SHIPLAP VESTIBULE SIDE ONLY (FULL HEIGHT). IF REQUIRED PY LANDLORD OR PUILDING DEPARTMENT, G.G. SHALL FURNISH AND INSTALL ONE LAYER OF 5/5' TYPE X DRYWALL TO STRUCTURE ABOVE. SL. TO FINISH. TAPE, SPACKLE, SAND, AND PRIME AREAS TO PE PAINTED. EXISTING DEMISING PARTITION G.G. TO FURNISH AND INSTALL HORIZONTAL S IPLAP TO S' -6" DETAIL J /A -10 FOR GAP TRIM). T:a- l� NOTE: ALL DIMENSIONS FOLLOWED AN ASTERISK r ARE TO PE HELD, 25 - OF GOUN LM EXIT (TYP.) 35" . SIGN 1•54i" � 5 -bt' FIRE SEAL FOR A ONE HOUR RATING. 0.6. TO FINISH TAPE, SPACKLE, © SAND AND PRIME AREAS TO PE PAINTED. 0 0 © O V--0. LEASE LH i a -q" R'-k" -k" S ' 1 PAR CRAP TOILET ROOM 107 O 1 1111111111 I O 0 a O b: FIRE CORRIDOR (108)0, O I A T. A /A -10, P /A -10 & G /A -10 O +S' -d' A.F.F. P 2 1 =I ® . +S'-d' AFF. GLG ® O 10� �_ ' - .�■� ' .�Q ., 1 AJ ( 1 K = 14. �i E P R OpM n uI 0 w� l 1 � P DOME ILASTER PREFAP. DG SEE DET. G /A -7 (TYP; OF 4) ,. :. _ _.. �— - WOOD TYP. b ra ' ' Q.�. -' LINE OF PA ORM PFLOW (TYI O PREFAP..END PILASTER SEE "STOREFRONT PLAN wvw (TYP.) i? SECTION", SHEET ' ( V) H H TYP: of — � �_ wocD (rYP> __ ._..._. _.'._.._.. ::._. 1 ., - -- COLUMNS - SEE :.. PETAL F /A -7 (TYP) DIRECTION OF WOOD FIRE UnNOUI5HER � I FLOORING H III 1 1 1 O O S v 5 - I L r S q ` v o _ I O U ■ 42 epA i f ® NO GLG. *. • 5 f ir -- O © . STOCKROOM (LOG) • .: I -S 9 1 A „ I/2" . Div I FG-AI l= ♦ SIGN F ST aL I LL_ >�U ,. D COLUMN - SEE PET. O1BLE _ - 5 Pr NO A A S IM. EXGE N / ST ( ) O ._. WOOD (TAP.) ---_____ EQ. i Eq.. A Eq. ± Eq. t + Ell. t Eq. ± ., •f ' ' '� l, .�. I \ If I 4" © . FIRE EXTIN ISFIER © 10 I b. APG _ I� O TAG GANNET TO PE MGLNMOUNTED 40 - Id ' AFF. r0 POT. OF GAPINET S SHEET INSTA 'A -Id LL ED - FU RN. PY EE NANr BENCH rE, 5C � 1 ';, ..._ ...... i . .......�.. ...- ,.__... ........,..'. ........... .. .. ............. _ EXIT �\ SIGN ------ WOOD (rYP.) i �`t ♦ VE © 0.G. El FG-I P -I 0 ® +Id -d' A.F.F. I A \ � I L �� '�, O ! . I CHANGE DIRECTION OF WOOD FLOORING AS SHOWN - S. TO FURNISH AND INSTALL /A" THICK ZING TRIM AT AL - AIL _ TRANSITIONS SEE DE A/A SALES AREA (101) NOTE: SEE SHEETS A -12 AND A -13 FOR MORE DETAIL OF CURVED DISPLAY AREA ' i ! ID I: LE \ j \ H 111 5'-f, /2" I I ' P-I IFG -111F6-RIP -I P-2 ` . VE GUS. ® +12d' ' - AFF ■ b•' I A � /A " ♦ I 1 _.. _.. ... - - GLG � +10,-.0" AFF . - ...- - ... I.. / \ / :. •. `CONCRETE TOPPING FG -2 _ . SAWGUT 1/S DEEP GROOVES AS SHOWN ..._ __ .... _.. ..... _.. .. .. ...... .._ ....:.:.. .. ... .. .. .. �♦ L �J - ... � r� �� — 4J i 1 ri JI ` Ir I I MIRROR (N) �„; WOOD ( TYP.) If-4 ILAt -k /qt 2 2 O� R. O rO II q VA t 4'-A VA" t I 3 .b 0 ' A Zi" PASSAGE 003) A� II WOOD (TYP.) GOATHOOKS ( .. � - . .._...... ....,.. PREEN:, S FLOOR © 0 © O P -I FG-II b-1 O D NC.. F. RM A l ll i . SEE PETAL K /A -S CONCEALED SLOTTED . . _ O O O u„�a O O GLG. ® +Id -d' A. ©3 ' Ag" �- STANDARDS SEE DETAIL (TYPJ ` WOOD (TYP.) VARY COOP. WITH '�f PLAN - SEE PET. A /A -7 (TYP. OF A) • 3 � � 0E/A-7 O O limmilm imi 1 _ N �� :.... '... NO '7' "10 I/ t I 3 '1 0 / t I F I/ 3 WA SEE DE F I/ t MIRROR K A -10 / q 8 t 11, 5 ' "t Illimrillio 2' � I t 12'-q "' t' 9'-6 "r , • IL O S'-q "r -A "r i' -4 . -A „r V-4". 3 -b " r � • 11' ^4"r , _'� r -n „ r 5 -9 "r K 22 22" , 2.,1” K 8" 112,_2„ I /A" THICK ZING DIVIDER STRIP GONGRETT TOPPING ON SOUP SUPSTRATE (NO SLEEPERS UNDER CONCRETE 14. PENGH NO .1 G -2 MALL TILE 0 CD H CU I O N N 1 4-L 7 N xo V1 � (n Q� N O� '2 CL,.- Drawing No. Store 4 7 8 Drown by: XS Approved POLYETHYLENE LINER GO: TINLE LINER UNDER WOOD FLOOR AND GGNGRETE / P 4 / SCALE: 3'" - P - d" 0.G. A ,d IFG -I) NOTE: DIMENSIONS AT NEW PARTITIONS ARE REFERENCED TO FACE OF 51195. DIMENSIONS AT DEMISING PARTITIONS ARE REFERF_NGED TO SAGE OF DRYWALL. DIMENSIONS AT DOERS AND OPENINGS ARE FNISHED DIMENSIONS. D 4 / D NOBLES - GOOD NI/ ROGR RAN D / 4 4 ROOM DOOR (TYP) I /A THICK ZING DIVIDER STRIP AT GRANGE IN DIRECTION CF WOOD FLOORING (TYP.) IFG II SLEEPERS OVER WOOD 0. CONCRETE FLOOR SLAP / 4 � TRAN6TION @ WOO /CON ffLOOR O FITTING ROOMS (105) (TYP.> ` —GOAT H N - WV TING ) CLOSET (LOG) 151-LA EACH FIT P-I P 3 El I FL-II P 3 +I ' AFF. GLW. Q +Id -d' AFF. S ]WI.IGTIIRAL GOWN INDEX STRUCTURAL COLUMNS - IF NOT EXISTING, COVER WITH 5/5" TYPE X DRYWALL OVER METAL STIR FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. FOR GOLLMN FINISHES, SEE SHEET 'A -S. STRUCTURAL COLUMNS - IF NOT EXISTING, COVER WITH 5/5" TYPE X DRYWALL OVER METAL SILO FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. PARTITION INDEX EXISTING DEMISING PARTITION - METAL STUDS TO STRUCTURE ABOVE. G.G. To INSURE THE EXISTING PARTITION IS COVERED WITH 5/5" TYPE X EREGODE DRYWALL TO STRIWTIIRF APLEE AND FIRE SEALED TO MAINTAIN A 01.1E HOUR RATINS. G.G. TO FINISH TAPE, SPACKLE, SAW, AND PRIME AREAS TO PE PAINTED. STOGKROGTA SIPE SHALL PE PATCHED ONLY. SALES /FITTING ROOM PARTITION NEW PARTITION - 2 I/2" METAL STUDS TO STRUCTURE APCVE ANP PRAGE. O.G. TO FURNISH ANP INSTALL ONE LAYER 5/5' TYPE X FIREGODE DRYWALL POTH SIDES TO 6" ABOVE CEILINS. PARTITION TO RECEIVE HORIZONTAL SHIPLAP PANELS ON PASSAGE SPE TO 5' -6" AF.F. (SEE DET. J /A -I0 FOR GAP TRIM) AND VESTIPULE SIPE FILL HEIGHT OF PARTITION. IF REOUIREP PY LANDLORD OR 0IILDIN& DEPARTMENT SG. TO FURNISH AND INSTALL 5/5 TYPE X FIREGODE DRYWALL TO STRUCTURE ABOVE AND FURR -GUI' PEMI5INS PARTITION WITH j3' -d' INTEGRATED 3 5/5" METAL STUDS WITH SLOTTED STANDARDS. FURNISH AND INSTALL ONE LAYER 5/5" PREFAP. MPS PANELS I WD -21 ONE SIPE TO UNDERSIDE OF LIGHT COOS SOFFIT. SEE ELEVATIONS ON SHEET 'A -A' AND DETAIL E /A -7 WHERE APPLIGAPLS. SALES /FITTING ROOM PARTITION NEW PARTITION - I3' -d' INTEGRATED 3 5/5" METAL STUDS WITH SLOTTED STANDARDS. SG. TO FURNISH AND INSTALL ONE LAYER 5/5" TYPE X FIREGCDE DRYWALL POTti SIDES TO 6" ABOVE CEILING. FURNISH O AND INSTALL VERTICAL SHIPLAP ON SALES SIPE TO CEILING. G.G. TO FINISH TAPE, SPACKLE, SAND ANP PRIME DRYWALL AREAS TO PE PAINTED. SEE ELEVATIONS ON SHEET FITTINS ROOM PARTITION NEW PARTITION - 2 I/2" METAL STUDS, 16" OG. S.G. TO FURNISH AND O INSTALL ONE LAYER 5/5" DRYWALL POTS SIDES TO 5-6" A.F.F. AND INSTALL GAP. SEE DETAIL G /A -I0 (SIMILAR EXCEPT NO SHIP LAP) SG. TO FINISH TAPE, SPACKLE, SAND AND PRIME AREAS TO PE PAINTED. FITTINS ROOM PARTITION NEW PARTITION - 2 I/2" METAL STUDS, 16" OL. GL. TO FURNISH AND INSTALL ONE LAYER 5/5' DRYWALL POTH SIDES TO S-6" AFT. AND K. INSTALL GAP. SEE DETAIL 0/A -10. PARTITION TO RECEIVE HORIZONTAL SHIPLAP PANELS ON PASSAGE ANP VESTIBULE SIDE OF PARTITION 5L. TO FINISH TAPE, SPACKLE, SAND AND PRIME AREAS OF EXPOSED DRYWALL TO PE PAINTED. FITTINS ROOM PARTITION NEW PARTITION - 2 I/2 METAL STUDS, 16" OG. S.G. TO FURNISH AND INSTALL ONE LAYER 5/5 DRYWALL POTH SIDES TO 6 " ANNE CEILING. PARTITION TO RECEIVE HORIZONTAL SHIPLAP PANELS ON PASSAGE SIPE TO 5 -6" AFF. (SEE PET. J /A -IO FOR GAP TRIM). G.G. TO FINISH, TAPE, SPACKLE, SAND, AND PRIME AREAS OF EXPOSED DRYWALL TO PE PAINTED. SG. TOILET ROOM NEW PARTITION - 3 5/5" METAL STUDS, 16" OL. WITH I/2" WATERPROOF DRYWALL POTH SIDES. FINISH TAPE, SPACKLE, SAND AND PRIME AREAS TO PE PAINTED. SEE DETAIL P /A -10. HC. TOILET ROOM NEW PARTITION - 6" METAL STUDS, 16" OG. WITH 1/2" WATERPROOF DRYWALL ONE SPE. FINISH TAPE, SPACKLE, SAND AND PRIME AREAS TO PE PAINTED. SEE DETAIL 17/A -10. FIRE CORRIDOR PARTITION NEW PARTITION - 3 5/5"' METAL STUDS, 16" 06. WITS 5/5" TYPE X DRYWALL POTH SIDES, FINISH TAPE, SPACKLE, 5AN1 AND PRIME PAINT. SEE SHEET 'A -2' FOR CEILING REQUIREMENTS. ffLOOR PLAN SCALE: I/O" O VESTIBULE PARTITION NEW PARTITION - 2 I/2" METAL STUDS WITH 5/5" TYPE X DRYWALL POTS SIDES TO 6" ABOVE CEILING. HORIZONTAL SHIFLS ON VESTIPIE SIDE ONLY (FULL HEIGHT). SG. TO FINISH, TAPE, SPACKLE, SAND, AND PRIME AREAS TO PE PAINTED. STOCK /SALES PARTITION NEW PARTITION - 3 5/5" METAL STUDS TO STRUCTURE ABOVE AND PRAGE. SG. TO FURNISH ANP INSTALL ONE LAYER 5 /5" TYPE X FIREGODE DRYWAL POTS DES TO ` CEILING. IF REQUIRED Ds( LANDLORD OR PUILDINS DEPARTMENT, SO. TO FURNISH AND INSTALL 5 /5" TYPE X FIREGCPE DRYWALL TO STRUCTURE ALONE AND FIRE SEAL FOR A ONE -HOUR RATINS. SG. TO FINISH, TAPE, SPACKLE, SAND, AND PRIME AREAS TO PE PAINTED. VESTIBUE /FIRE CORRIDOR PARTITION 3 5/5' METAL STUD TO STRUGTIIRE ABOVE AND PRAGE. SG. TO FURNISH AND INSTALL ONE LAYER OF TYPE X DRYWALL POTH SIDES TO 6" ABOVE CEILING. G.G. TO FURNISH AND INSTALL HORIZONTAL SHIPLAP VESTIBULE SIDE ONLY (FULL HEIGHT). IF REQUIRED PY LANDLORD OR PUILDING DEPARTMENT, G.G. SHALL FURNISH AND INSTALL ONE LAYER OF 5/5' TYPE X DRYWALL TO STRUCTURE ABOVE. SL. TO FINISH. TAPE, SPACKLE, SAND, AND PRIME AREAS TO PE PAINTED. EXISTING DEMISING PARTITION G.G. TO FURNISH AND INSTALL HORIZONTAL S IPLAP TO S' -6" DETAIL J /A -10 FOR GAP TRIM). T:a- l� NOTE: ALL DIMENSIONS FOLLOWED AN ASTERISK r ARE TO PE HELD, NO CEILING METAL BRACKET AT UNION OF INTERSECTING BEAMS M -I - SEE PET. B /A -IS F -4 F -4 F -4 ® w w A n A ®ALP G ; & FIDAX 0 IV-0" A.F.F. F -4 F -4 F -A F -A F -4 A -b F -A F A I I F -A I F -A1 F -A 1 oar per ® ZL A-A ® ® L ® A, &A-6 A • ® &A-6 O 12' -0' AFT, PREFAB. CEILING BEAMS t ' (TYP.. ® 11' - A" AFF. Qt rJ SA A REA (IOU) DRYWALL CEILING 0 12' -0" AFT. P-3 A C - A-I G- If -5 I/4" ABOVE MALL FLOOR •■•■•■■1 FIRE GORRIPOR (108) 5 8'" TYPE X DRYWALL CEILING OVER S-5 /S" METAL GILDS ®16" OS. TAPE SPACKLE, SAND, AND PRIME. S S" -O' AFF. EM-1 25 -2" DRYWALL CEILING S Id -O AF.F. G ME■MINIMMENNIMMEMMMWMMOMilianainiONMEN f A CENTER V LIGHT FIXTURE (� &FSTU,RES ABOVE EACH FITTINS ROOM & FIXTURES (TAP. AT ALL FITTINS ROOMS) \ FITTING ROOMS (105) EQUIP. ROOM (109) NO CEILING CLOSET (104) DRYWALL. CEILING^ S 1O-O' AFF. P -9 k I TOILET ROOM (107) DRYWALL CEILING S S' -d" AFF. I=1 SEE PET D /A -10 PASSAGE (103) DRYWALL (-FILING S Id -d' AFF. 112'' -2" 57 -S LAY -IN MDF PANELS AT LISTS COVE SOFFIT O Ir -d" AFT. P-3 NOTE: SUSPENSION SYSTEM TO PE AS MANUFACTURED PY U.S.S. ANY ALTERNATE MUST BE APPROVED BY AMERICAN EAGLE 1 1/2 "x1 - 1/2" FIRE RATED HEAW DUTY MAIN 5555 S 4" -d' 05, FIRE RATED G- CHANNEL I I /2 - I / FIRE RATED HEAVY DUTY GROSS TEES S 16" O.G. 12 NA. VERTICAL HANGER WIRE TO STRUCTURE ABOVE 5 A' -d' 0L. DRYWALL SUSPENSION SYSTEM NOT TO SCALE 0 REffLEGTEP GEILINCB PLAN SCALE: 1 /A" = r-0" 5/8" TYPE 'X" G.W.B. KFY NOTi5 PREFAB VALANCE ASSEMBLY (TIP.) - SALES /FITTING ROOM CEILING - SHALL BE 5/8" TYPE X DRYWALL P-9 OVER DRYWALL SUSPENSION SYSTEM AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL - SEE PETAL A /A -2. DRYWALL CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES /STOOK PARTITION. PROVIDE SLOCKINS ABOVE CEILING AS REQUIRED TO INSTALL PREFAB. (FILING 5EAM5. 55. SHALL FURNISH AND INSTALL ALGE55 PANELS I=IFOR ABOVE CEILING MAINTENANCE. SEE REFLECTED CEILING PLAN FOR LOCATIONS. FURNISH AND INSTALL ADDITIONAL A55555 PANELS AS REQUIRED FOR ANY ADDITIONAL ABOVE CEILING MAINTENANCE POINTS THAT MAY BE EXISTING (SO. TO VERIFY IN THE FIELD). PRIOR TO INSTALLATION OF ADDITIONAL ACCESS PANELS COORDINATE LOCATIONS WITH TENANT REPRESENTATIVE. STOCKROOM CEILING - NO CEILING, UNLESS REQUIRED BY LANDLORD OR LOCAL BUILDING GODE5 - GG. SHALL FURNISH AND INSTALL USG INTERIORS, INS. 'ALRATONE', FIRECODE, a/N1 FISSURED PATTERN 2'x4' ONE HOUR RATED, LAY -IN, SUSPENDED CEILING NPP9- WHITE. SUSPENSION SYSTEM SHALL BE AS MANLFACTLRED BY 555 INTERIORS, ING. DONN CEILING SUSPENSION DM_ SERIES, WHITE EXPOSED 2')01' GRID SYSTEM. SINN - FURNISHED PY SINN CONSULTANT, INSTALLED PY GL. LEASE LINE .11111 \`! II' -5 1 4" ABOVE MALL FLOOR 5/8" TYPE X DRYWALL (TYPICAL) 5 -9 1 2" ABOVE MALL FLOOR Ir -N I 4" ABOVE MALL FLOOR SIGN I P - 9' 9 I/2" ABOVE MALL FLOOR AL O O AN Store No. 478 Drawn by: (EN Approved Drawing No. A==2 DEMISINS PARTITION LEASE LINE �`i I WD -II PUSH /PEEL HARDWARE ON ENTRY DOORS - FURNISHED BY SI &N GONSU-TANT - INST. BY &L. (TYP) x WOOD BON COLUMN CI (TYP.) ONLY ONE PULL BAR ® INTERIOR OF DOORS MOUNT FLAT TO DOOR (WITH OUT RETURN AS ON FRONT) SCALE 1/2" = r-o" HI TOP OF MALL FLOOR BEYOND SCALE I/2" = NIT EXISTIN& MALL BUJ<HFAD &LAZED, PAINTED WOOD DOORS WITH CUSTOM AE' PULLS 11=1 STORE ELEVATION EXIT SI &N - FERN. BY x2 WOOD TRIM TENANT INST, BY &.G. P - I (TYP (TYP. OF 2) SALES AREA FINISHED FLOOR INTERIOR STOREFRONT ELEVATION [L OF 5155 AND MIDDLE OF &LASS PANEL 53' -P Iwo -Il B - 1 P -1 AT ENTRY DISPLAY BEYOND WD-31 SHIPLAP FE AT ENTRY DISPLAY BEYOND (TYP) SISN 5-2 GOLLMN ENCLOSURE SEE STRUCTURAL COLUMN INDEX ON SHEET 'A -) (TYP. OF 2) E *IT - &LAZED, PAINTED WOOD DOORS WITH CUSTOM AE' PULLS P -A MALL FINISHED FLOOR LINE OF SALES AREA FLOOR BEYOND (n ) 555 NOTES: 0 MALL NEUTRAL PIER 0 STAN - FURNISHED B5 51 &N GONSLLTANT, INSTALLED BY &L . I DECAL - 'AMERICAN EA&LE5 OUTFITTERS' - FACE ADHESIVE, INSTALLED ON STORE SIDE OF ASS, FURNISHED 55 TENANT AND INSTALLED PS OTHERS I/2" TEMP. PLATE &LASS (TYP) SHIPLAP ED (TYP) I xbb'" WOOD TRIM (TYP) SHIPLAP (TYP) Iws IwD - I/2' TEMP. PLATE &PASS AT NTRY DISPLAY BEYOND Iwo -II WOOD SILL I WD -II P -I (TYP) LEASE LINE I` X 3" WOOD TRIM BAND DEMISINS PARTITION B-2 P-I AT COLUMN ACCESSORY SHELF SHOWN LEASE LINE FOR REFERENCE 'AA 7 I /A" CY W Store No. 478 Drawn Approved 0 L O CV C w v a U a In 0cr c W 0_ (.:, o U �� a) !y U_a 0 : I— by: i Ee. Drawing No. III � 011►i s11110111111 I i q' AIL /S 3 • _ A I/2. f 0 it /S 3' -A 1/2" t 3 0 b ., ,3/4 3 •_ A I/2 ± / ( Y" / /S" '-A I/2" ± (I/8.. 3 0 3 /A 6 / 3' -k I/ ± I /S" 3 ' - A I/2" ± I /S" BUTT JOINT wIm CLEAR SILICONE (TYP.) vs" "\ 3' - k I/2" ± ( I FACE) b . L. 7 0 G O lair 0 (51M) NEUTRAL PIER) 4 I/2" 3 /A " 3 -A I/2" f � (TYP. _gfk DOOR JAMB) `, 5 ‘ A.---‘1' (. FACE) � � (SIMM) 3._A 1/ ± 3/4 \ <D , O , DECAL 'aIF DECAL & ..n CNN EAGLE AMERICAN /LE ovreirrEas .or 2 3 /A" AMERICAN EAGLE oux nines .or 2 3 /A" / AMERICAN R ICAN RICANEAGLE T- �_ 2 3 /A" N AMERICA EAGLE g ICA E ,v'/ A 11 AMERICAN R EAGLE ICAN Y o J c ., J o // / ovrFm'i'Ens ' DEMISINS PARTITION LEASE LINE �`i I WD -II PUSH /PEEL HARDWARE ON ENTRY DOORS - FURNISHED BY SI &N GONSU-TANT - INST. BY &L. (TYP) x WOOD BON COLUMN CI (TYP.) ONLY ONE PULL BAR ® INTERIOR OF DOORS MOUNT FLAT TO DOOR (WITH OUT RETURN AS ON FRONT) SCALE 1/2" = r-o" HI TOP OF MALL FLOOR BEYOND SCALE I/2" = NIT EXISTIN& MALL BUJ<HFAD &LAZED, PAINTED WOOD DOORS WITH CUSTOM AE' PULLS 11=1 STORE ELEVATION EXIT SI &N - FERN. BY x2 WOOD TRIM TENANT INST, BY &.G. P - I (TYP (TYP. OF 2) SALES AREA FINISHED FLOOR INTERIOR STOREFRONT ELEVATION [L OF 5155 AND MIDDLE OF &LASS PANEL 53' -P Iwo -Il B - 1 P -1 AT ENTRY DISPLAY BEYOND WD-31 SHIPLAP FE AT ENTRY DISPLAY BEYOND (TYP) SISN 5-2 GOLLMN ENCLOSURE SEE STRUCTURAL COLUMN INDEX ON SHEET 'A -) (TYP. OF 2) E *IT - &LAZED, PAINTED WOOD DOORS WITH CUSTOM AE' PULLS P -A MALL FINISHED FLOOR LINE OF SALES AREA FLOOR BEYOND (n ) 555 NOTES: 0 MALL NEUTRAL PIER 0 STAN - FURNISHED B5 51 &N GONSLLTANT, INSTALLED BY &L . I DECAL - 'AMERICAN EA&LE5 OUTFITTERS' - FACE ADHESIVE, INSTALLED ON STORE SIDE OF ASS, FURNISHED 55 TENANT AND INSTALLED PS OTHERS I/2" TEMP. PLATE &LASS (TYP) SHIPLAP ED (TYP) I xbb'" WOOD TRIM (TYP) SHIPLAP (TYP) Iws IwD - I/2' TEMP. PLATE &PASS AT NTRY DISPLAY BEYOND Iwo -II WOOD SILL I WD -II P -I (TYP) LEASE LINE I` X 3" WOOD TRIM BAND DEMISINS PARTITION B-2 P-I AT COLUMN ACCESSORY SHELF SHOWN LEASE LINE FOR REFERENCE 'AA 7 I /A" CY W Store No. 478 Drawn Approved 0 L O CV C w v a U a In 0cr c W 0_ (.:, o U �� a) !y U_a 0 : I— by: i Ee. Drawing No. k W009 mhilvA,1 gisip sEE PETAL F/A-8 (PY' LEASE LINE DEMISING PARTITION FURRING CONCEALED LOTTED STANDARDS 2:-0" 04, SEE PEI; E/A-7 (PyP) lvvr2 SHIPLAP (TYP) REAR WALL ELEVATION SCALE I/4" = r - yr OPENING TO VESTIPLI_E PEYOND SALES/TOILET ROGNI PARTITION LEASE LINE 11.'-0' ATE SIM. TYP. POOP RADIATING E0X PERMS IWD-Ij CJ PREFAE, GEILINS (TYR) (TYP) R101 6IDE ELEVATION SGALE I/4" - ( Pup ) L_Liff SIDE ELEVATION SGALE: I/4" = ( - E:A To') REDTYP) FLOOR LINE FINISHED PEAP POARP (TYP. P REAR DISPLAY OASES) r WOOF TRIM IWE-11 PEE PETAL F/A-S rYI") SINN FINISHED FLOOR LINE OPENING TO ED (TYP.) VESTIGU.E PEYOND Ix WOOD TEES COLUMN iHuuiIiiuUUIHuuI $1011 ; I m ,--SHIPLAP (ThdP) PRETAD. DECORATIVE POURER PILASTER SEE PET. D/A-7 (TYP OF 4) FINISHED FLOOR LINE DRYWALL CEILING Vir FROSTED TEMP. PLATE a_A5S (TYP) TYP. SEE DETAIL F/u-5 TYP) VVOOD TRIM 1WD-11 PREFAP. &BUNS PEAM (TYP.) SION EqUAL SHIPLAP (P(P) CONGEALED SLOTTED STANDARDS dI 0-0' 00. SEE PET E/A-7 (TYP) LEASE LINE 5ZEZ MDT 11d1 (TYP) DEMISING PARTITION FURRING WE 3I IS - ui COLUMN ENCLOSURE - SEE STRUCTURAL COLUMN INDEX ON SHEET AND ELEVATION D/A-5. SIGN AND PAY EgJAL GASH & WRAP - TURN. aNGEALED SLOTTED STANDARDS N O.G. SEE PET E/A-7 (TYP) PY TENANT, INST. py Go 121 (TSP. AT PILASTER PROJEGTION) IwP-1 1 ' I SINN C)-\ MINIM 1. MI 111111 OPENING TO VEGTIPULE PEyOND $12 or SALES/STOOK ROOM PARTITION WOOD RADIATING 50X GEMS NVD-d EE1(TYP) I/4" FROSTED TEMP. PLATE SS (TYP.) IWE-1 I'll' Ix WOOD eVX COLUMN (TYP.) SCALE: I/4" - 0' 121 (TYP. AT PILASTER PROJEOTION) DRYWALL GEILINS z z---- CASH & WRAP - TURN. EY TENANT, INST. PY DRYWALL CEILING Fill 15CAD POARD PAINT Ejj TSP. IMMO I l II „ iii 1 :: 1 1 : 1 1 II III" 11 I III ' l 1 , I ,1,11 IWE-41 R101 SIDE DISPLAY GA6E Drawing No. a S(Ore No, 478 Drown by:RA Approved A-4 PREFAP END PILASTER SEE STOREFRONT PLAN SECTION A/A-5 (TYP. OF 2) TYP. \— PREFAP DECORATIVE POUPLE PILASTER SEE PET. P/A-7 (TYP OF 4) DRYWALL CEILING PREFAE. CEILING PREFAP. CEILING PEAM 1=D(TSP.) PEAM E=1(TYP.) FINISHED FINISHED FLOOR LINE FLOOR LINE 1-_:] (TSP (TYP) KEY ACOOS 0 SION FURNISHED PY SIGN CONSULTANT, INSTALLED PS 5.0 OUTS/ALL CEILING A-6 LEASE LINE SIM. MALL Ilk SIM . Var IT-0" AFN, SALES/TIP/INS ROOM PARTITION VA" FROSTED TEMP. PLATE GLASS (TYP.) TOAD P0/PP W2-4 PAINT P- PAP. Ix WOOD RADIATING dox PEAMS E:=] (TYR) 1w OPENING TO VESTIPU_E EEYONP Is WOOD PDX OGLUN4Nr., FA77-71::: (TYP) AU( LEffT SIPE DISPLAY GASE SCALE: 1/4" r - 0' rt-e AFF.0 SALES/STOOK ROOM PARTITION , : , I : , II I ' ' " i • . . I k W009 mhilvA,1 gisip sEE PETAL F/A-8 (PY' LEASE LINE DEMISING PARTITION FURRING CONCEALED LOTTED STANDARDS 2:-0" 04, SEE PEI; E/A-7 (PyP) lvvr2 SHIPLAP (TYP) REAR WALL ELEVATION SCALE I/4" = r - yr OPENING TO VESTIPLI_E PEYOND SALES/TOILET ROGNI PARTITION LEASE LINE 11.'-0' ATE SIM. TYP. POOP RADIATING E0X PERMS IWD-Ij CJ PREFAE, GEILINS (TYR) (TYP) R101 6IDE ELEVATION SGALE I/4" - ( Pup ) L_Liff SIDE ELEVATION SGALE: I/4" = ( - E:A To') REDTYP) FLOOR LINE FINISHED PEAP POARP (TYP. P REAR DISPLAY OASES) r WOOF TRIM IWE-11 PEE PETAL F/A-S rYI") SINN FINISHED FLOOR LINE OPENING TO ED (TYP.) VESTIGU.E PEYOND Ix WOOD TEES COLUMN iHuuiIiiuUUIHuuI $1011 ; I m ,--SHIPLAP (ThdP) PRETAD. DECORATIVE POURER PILASTER SEE PET. D/A-7 (TYP OF 4) FINISHED FLOOR LINE DRYWALL CEILING Vir FROSTED TEMP. PLATE a_A5S (TYP) TYP. SEE DETAIL F/u-5 TYP) VVOOD TRIM 1WD-11 PREFAP. &BUNS PEAM (TYP.) SION EqUAL SHIPLAP (P(P) CONGEALED SLOTTED STANDARDS dI 0-0' 00. SEE PET E/A-7 (TYP) LEASE LINE 5ZEZ MDT 11d1 (TYP) DEMISING PARTITION FURRING WE 3I IS - ui COLUMN ENCLOSURE - SEE STRUCTURAL COLUMN INDEX ON SHEET AND ELEVATION D/A-5. SIGN AND PAY EgJAL GASH & WRAP - TURN. aNGEALED SLOTTED STANDARDS N O.G. SEE PET E/A-7 (TYP) PY TENANT, INST. py Go 121 (TSP. AT PILASTER PROJEGTION) IwP-1 1 ' I SINN C)-\ MINIM 1. MI 111111 OPENING TO VEGTIPULE PEyOND $12 or SALES/STOOK ROOM PARTITION WOOD RADIATING 50X GEMS NVD-d EE1(TYP) I/4" FROSTED TEMP. PLATE SS (TYP.) IWE-1 I'll' Ix WOOD eVX COLUMN (TYP.) SCALE: I/4" - 0' 121 (TYP. AT PILASTER PROJEOTION) DRYWALL GEILINS z z---- CASH & WRAP - TURN. EY TENANT, INST. PY DRYWALL CEILING Fill 15CAD POARD PAINT Ejj TSP. IMMO I l II „ iii 1 :: 1 1 : 1 1 II III" 11 I III ' l 1 , I ,1,11 IWE-41 R101 SIDE DISPLAY GA6E Drawing No. a S(Ore No, 478 Drown by:RA Approved A-4 PREFAP END PILASTER SEE STOREFRONT PLAN SECTION A/A-5 (TYP. OF 2) TYP. \— PREFAP DECORATIVE POUPLE PILASTER SEE PET. P/A-7 (TYP OF 4) DRYWALL CEILING PREFAE. CEILING PREFAP. CEILING PEAM 1=D(TSP.) PEAM E=1(TYP.) FINISHED FINISHED FLOOR LINE FLOOR LINE 1-_:] (TSP (TYP) KEY ACOOS 0 SION FURNISHED PY SIGN CONSULTANT, INSTALLED PS 5.0 OUTS/ALL CEILING A-6 LEASE LINE SIM. MALL Ilk SIM . Var IT-0" AFN, SALES/TIP/INS ROOM PARTITION VA" FROSTED TEMP. PLATE GLASS (TYP.) TOAD P0/PP W2-4 PAINT P- PAP. Ix WOOD RADIATING dox PEAMS E:=] (TYR) 1w OPENING TO VESTIPU_E EEYONP Is WOOD PDX OGLUN4Nr., FA77-71::: (TYP) AU( LEffT SIPE DISPLAY GASE SCALE: 1/4" r - 0' rt-e AFF.0 SALES/STOOK ROOM PARTITION 1w LINE OF SILL DELOW N WOOD POST P -I ( DOUELE 3 5/8" METAL STUD COLUMN TO SUPPORT HEADER AEOVE SHIM AE REQUIRED 6" 2$ )) , Ig / I/2" TEMP. PLATE GLASS (TYP) STOREbRONT POST ' PETAL SCALE: 3"' = Ir - d" 3/8" TEMP. PLATE SLAGS (TYP.) 6TOREffRONT POOR PO DETAIL LINE OF SILL FELON NEUTRAL PIER I" X 3" WOW TRIM SAND P -I Ix WOOD POST IWD -II P -I (TYE) I/ TEMP. PLATE GLASS (TYP) FG -I INSTALL IN DIRECTION SHOWN (TYP) NONCOMEIYSTIELE NAILER (TYP. EACH SIDE) E-2 FELON AT I ROTEGTION ONLY DOUELE 3 5/8" STRUCTURAL METAL STIR COLUMNS TO'OUPPORT LINTEL AEOVE - ALIGN WITH 3 "x3" TUUE AT DOORS PREFAO. SIIELAP PANEL - FELD GUT TO LENGTH - ,CENTER SLOTS • FELON (TYP .) SO. TO SAWGUT I /O' POOP GROOVES INTO CONCRETE TO FORM 'AT" L050. COORD. EXALT LETTER SIZES WITS TENANT. (TYP. S SALE ENTR EXISTING STRUCTURAL COLUMN SEE STRUCTURAL COLUMN INDEX ON 1 SHEET 'A -r LEASE LINE DEMISING PARTITION 5/8" MDF PANELS 1 74.(k4 1/1" ICS LINE OF DISPLAY PASO LOUT FELON SEE CORNER PETAL F /A -8 (TYP) SHIPLAP 1WD -3 P-I MITER ALL EXPOSES OUTSIDE CORNERS 6-I (TYP.) FOR PREFAO. PILASTERS -: SEE DETAILS ON SHEET A -7 FGR ' SIGAL GON51 KUGI SCALE: 3" = T -d' 3 ' - 4 I/2„ A EA. (NTS) SCALE: " =) -d" S WOOD GLAZING STOP I WD-II P -I ST OREffRO 1v 2 OT DETA I L ')N /y �U / Q,' ' SCALE: 3 - f \ / FG - (TYP) INSTALL IN DIRECTION SHOWN OREAN METAL CLOSURE STRIP PLAN T ION @ 6TOREffRONT TRANSITION OF WOOD FLOORING AND LINE OF PREFAP. CEILING EEAM AERIES I) -A" AFF. FREAK METAL CLOSURE STRIP lx WOW GLAZING STOP STOREffRONT POST DETAIL SCALE: 3" - M5 KFY NOTES: O EXISTINS LANDLORDS NEUTRAL PIER. O NEW, LANDLORD'S NEUTRAL PIER. O CONCEALED SLOTTED STANDARD - INTESRATED METAL STUD WITS GLUTTED, STANDARD FLRNISHEP EP( TENANT AND INSTAIIED OS''SC. SEE DETAIL E /A -7 AND ELEVATIONS ON :;- SHEET 'A -A' FOR SIZE AND LOCATION. nciP-OLI3Lri 5711." p.,,..,.___.'_, DEMISING PARTITION LEASE LINE Store No. 478 prawn by: (ES A a A-5 In WOOD GLAZING STOP WD - I P (TYP.) 3 "x3" STEEL TUEE SECURELY ANCHOR TO FLOOR TELOJJ AND STRUCTURE AEOVE SHIM AS REQUIRED I x WOOD POST [WD -II P -I (TYP) In STOP (w P6 ,. I/2" TEMP. PLATE GLASS (TYP.) 21 FWD - WOOD TRIM =PP) LINE OF THRESHOLD AND HEADER AEOVE OFFSET PIVOT HINGE I /A" ZING STRIP STOREFRONT DOOR P -A NONCONNIO STITLE NAILER AS READ. MITER 3 /A" x I" EASE TRIM SHIM AS REQUIRED DOUELE 3 5/8" STRUCTURAL METAL STUD GGLUANS TO SUPPORT LINTEL A0OVE 2 2 I /O' 13D 3 /a I/2" TEMP. PLATE GLASS (TYP) SHIM AS REQUIRED DOUDLE 3 5/0' STRUCTURAL METAL STUD COLUMNS TO SUPPORT LINTEL AEOVE Ix WOOD POST IWP -II P -I (TYP) I/2" TEMP. PLATE \ j66 YP) POLYETHYLENE LINER UINDER NEW FLOOTINS I 'll' METAL STUD FRAMING AS REQUIRED DOUBLE 6" ;STRUCTURAL METAL STUD HEADER (P?.) 5 /8" TYPE X DRYWALL GEILINS P -3 IY -o_ AF PREFAB. GEILINS BEAM P -2 Ix2 WOW TRIM El (TYP.) IWD -II 5111PLAP IWD -3I P-I (TYP) 3/8" TEMP. PLATE G STOREFRONT DOOR I /A" ZING TRIM (TYP) SALES AREA CUSTOM POOR PUSH/R,U_S FLRN. BY SIGN GGNSUSANT INSTALLED BY GG. POOR CATCH FAR POOR STOP & GATGH EACH DOOR LEAF) ThRE6hOLP AT ENTRY SCALE: 3 = r - O' WOW THRESHOLD IWD - II DIAGONAL BRACING AS REQUIRED ENTRY FLOOR SEE PET. G /A -6 SECT I ON CONTINUE DRYWALL GEILINS LP AND OVER STOREFRONT CONSTRLTTION f- MALL BLAJCHEAP I' X 3"' WOW TRIM BAND I P -I I POOR STOP & GATGH (TYP. EA. POOR LEAF) 5/8 " TYPE .X DRYWAI© 3 5/8 METAL STUD FRAMING O 16" 05. i <. 12' -d" ABOVE,, ALL FLOOR STOREFRONT DISPLAY WINDOW CONSTRUCTION BEYOND I /d' THICK ZING TRIM MALL MALL FLOORINS NOTE: S To PROVPE BLOGKINS ABOVE GEILINS AS REQUIRED TO SUPPORT] PREFAB. MDF BEAM ELEMENTS I""x6" WOW BEAM TRIM I WD -II P-1 (TYP.) ("x6 "' WOW STOREFRONT BEAM WD -II P -I (f`(P.) Ix2 WOW TRIM Iwo - II P-I (TYP) SIGN e SHIPLAP (TYP) WOW TRIM IWD -II P 9 5 /S" METAL STUD FRAMING CO I6" O.G. 5/5" T TY PE X DRYWALL PAIN P -I Iwo -31 Ix WOW POST P - (TYP) I/2" TEMP. RATE SASS LEASE LINE SHIRAP MALL FINISHED FLOOR 5/5 ":TYPE X DRYWALL P-I 9 5/8 METAL STUD FRAMINS O 16" OG. 12 -d' ' ABOVE Al FLOOR Ni WOOS TRIM P -I (TYP.) Iwo - 11 SHIFLAP IWD -3I P-I (TYP. SHIRAP WOOS TRIM Iwo -II k x WOW POST IWD -I P -I (TYP) MALL I/2" TEMP. RATE S,LA55 MALL. FINISHED FLOOR 5/8" TYPE X DRYWALL 3 5/5" METAL STUD FRAMIN5 9 /4" STRUCTURAL PLYWOOD 5/8" TYPE X DRYWALL[) 9 /4" STRUCTURAL PLYWOOD LEASE LINE O POP -OUT STOREJRONT SEAM SCALE: 9 " = ( - 0' MALL 50051EAD TRIM BAND 5RAPHIG5 TRACK SEE PET. A /E -I (TYP.) (" X 3" WOOD P -I I LEASE LINE SECT ION 9 -` q'(HGLP) TxA' WOODEAM TRIM 1 WD -11 P -1 DOUBLE 6" STRUCTURAL METAL SUP HEADER NONGOMEUSTIDLE WOOD FRAMINS Ix2 WO TRIM IWD - I I P - I SHIPLAP IWD -91 Cal (TAP.) DIASONAL 9RAGIN5 AS REQUIRED ( - METAL STUD FRAMINS AS REQUIRED CONTINUE DRYWALL GEILINS LP AND OVER STOREFRONT CONSTRUCTION DOUBLE 6" STRUCTURAL METAL STUD HEADER (TYP)' 5/5" TYPE X GEILINS P-3 5/8" TYPE X DRYWALL P -I DISPLAY 1 PETAL L SCALE: 9" _ ( - d' AFF4, In WOW TRIM IWP-I I P-I (TYP.) PREFAB. GEILINS BEAM P -_2 SHIPLAP IWD - El (TYP.) DISPLAY BAY CORNER TRIM SEE PET. F /A -S P -I (TYP.) Iwo - II SALES AREA Iwo - SHIRAP E] O PILASTER PROJECTION 2x NONCOMBUSTIBLE DRYWALL FRAMING DOUBLE 6" STRUCTURAL METAL STUD HEADER SHIPLAP I WD -31 P-I 3 5/5" METAL STUD FRAMIN5 O 10" 0.5. NONGLM9USTIELE WOW FRAMINS WOW HEAD TRIM POOR STILE & ELAZINS WOW COLUMN CAPITAL STOPS P -k TRIM IWD -) © SEE PET. E /A -S 9/5" TEMP. RATE &LASS Ix WOW EiAZINE STOP 5 /4" x I" WOW BASE IWD -II P-I MALL TILE IWD-II KEY NOTES �. CONGEALED WALL STANDARDS - INTESRATEP METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY 5G. SEE DETAIL 5 /0-7 AND ELEVATIONS ON SHEET 'A -A' FOR SIZE ANP LOCATION. IO. 515N FURNISHED BY SIGN GONSSLLTANT - INSTALLED PA 5C. NOTE LANDLORDS 500555AD CONSTRUCTION INGLLPINS BUT NOT LIMITED TO, SOFFIT, DUCTWORK, PIPINS, LATERAL STRUCTURAL 6RIDSINS, ROOF PECK ETc, SHALL NOT BE USED TO SUPPORT TENANTS STOREFRONT. 55. SHALL DIAGONALLY BRAGS STOREFRONT FRAMIN5 TO BUILDINS STRUCTURE WITH 9 5/8" x 20 WA. METAL STUDS AT 48" O.G. NOTE: IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, SG. SHALL FURNISH AND INSTALL 5/8" TYPE X FIREGODE DRYWALL TO STRUCTURE ABODE AND FIRESEAL FOR A ASS HOUR RATINS. Iwo - 11 POOR NEAP PETAIL SCALE: 9" _ r - d' IB' I 28" SECURE TO GONG. SLAP #SASE PET-AIL DEC I f,,)YI, SCALE: 9” = le °I.I I, 1J 4A-043tr 1/2" TEMP. PLATE ELA55 — 2x W® TRIM I WO NONCOMBUSTIBLE WOW FRAMING 5111PLAP I WD -9I F (TY ©P-I 2% NONCOMBUSTIBLE NAILER - BY EG. IFG - I I 5/6" TYPE X DRYWALL P -I NONCOMBUSTIBLE SLEEPER z v A' r4 Store No. 478 Drawing. a -6 SL. SHALL INSTRUCT CONTRACTOR TO INSTALL STIPS AT PILASTER LOCATIONS FOR PGLI INS PREFAP. PILASTER NAILERS INTO METAL STIRS. 5 /S" TYPE X DRYWALL GEILINS PLAN SEGT ION AT P I CASTER SCALE: II I/2" r - 0 0 . -0' AFF.. Ix2 WOG? TRIM Ix2 WOOD TRIM P -I IWD -II P - I IWD-II h12 -d" AFF. WOOD MOONS P -I IWD -11 R/" MDF WD-2 AT VAOK WALL Y PAY P-I (TYP.) IWD -9I SHIFLAP P-I ® PILASTER AND VALANCE) e P - I (TYP.) VAR L:5 - SEE FLOOR PILASTER ELEVATION SCALE: I I/2" = f - d' FIELD GUT (WD -2I PANEL AS REQUIRED SO. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR POLTINS PREFAE, PILASTER NAILERS INTO METAL STUDS. 5/S" TYPE X DRYWALL CEILING Ir - A" AFF, PREFAP. GEILINS PERM d WOOD A.F.F. WOOD TRIM P -I SEE PET. E A -S (TYP.) WOOD MOLDING IWD - I I CONGEALED SLOTTED STANDARD - SEE DETAIL ° 1 -7 (SIM)(TYP. OF 2) 5/S" MDF ' AT PAGE WALL i • "' 'Y PAY P-I (TYP.) 1W17-51 SHIPLAP S PILASTER AND VALANCE) 2 I (TYP. GGLLMN ILASTER PRO.EGTIONS) PIP - I (TYP.) SCALE I I/? = I ,-,0" N OTE: Sc. TO PROVIDE ELOGKINS ALONE G EILINS AS S,P, '' REQUIRED TO PORT PREFAF, CEILING PEAM' ELEMENTS NOTE: PROVIDE EXTRA SUSPENSION WIRES'. AT PESO LOCATIONSI 6" FIELD GUT AS REQUIRED 1w0-21 PLAN SECTION AT POUttLE PILASTER VARIES FLOOR POOLE PILASTER ELEVATION PANEL - SEE `._AN / Is 21 2x NONGOMPUSTIELE WOOD NAILERS SECURELY ANCHORED TO SLRRODUDINS CONSTRUCTION SEE REFLECTED GEILINS PLAN FOR LOCATIONS SL, TO FURNISH AND INSTALL 2x WOOD NAILERS WITS 2' -d' LENS 9/4" STRUCTURAL PLYWOOD MOUNTING PANEL, CENTER IN PAY (TYPICAL AT GASH & WRAP PAY ONLY) 5/8" TYPE Y DRYWALL @ ['BASINS WALL SEE FLOOR PLAN FOR LOCATION CONGEALED 6LOTTEP STANDARD PETA IL HALF FLU. SIZE Ix2 WOOD TRIM WD -I P (TYP.) SHIPLAP SIM. HALF FULL SCALE HALF FULL SCALE CONGEALED SLOTTED STANDARD 5/8" TYPE X DRYWALL GEILINS P -9 12' -d' A.F.F. • S2 WOOD TRIM IWD -1 P -I NONGOMPUSTISLE WOOD FRAMINS AS REQUIRED PREFASRIGATED VALANCE ARREMPLY LIGHT FIXTURE - FURNISHED PY OWNER - INSTALLED PT A.G. SHIPLAP IWD -9I P-I PAINTED MDT (NOT ROUTED) Id -d' AFF. AD.USTAELE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE 5/8" MDF IWD -21 P-I AT REAR OF PARLAY PAY / r t} 6EGT ION TNROUOLt VALANCE CONGEALED SLOTTED° STANDARD (SIM) 7 FASTEN TO WOOD FUR NO SECURELY NONGOMPUSTIELE WOOD FURRING AS REQUIRED NOTGH FURRINS AT STANDARD I) C SCALE: I I / 2,. r - 0" SCALE: I I / 2,• = ( - d' Dotg-0/36i'\---- N p4f) c Q O N > ,� Ll7 mco Q � � N x 1 (/) C N (n � N 0 L �t' Drawing No. O O O C W o Q !n C Q O g in � Q U U O C O • a (n H Store No. 478 Drawn by: it& Approved A - 7 (TYP) SHIPLAPI WD -9I P -I (TYP) 9/4" PLYWOOD PACKER 2x4 NONGOAVUSTIPLE NAILERS AS READ. 5/S" MDF FACE OF DEMISING PARTITION 152 -2 STANDARD - SEE DETAIL CONGEALED SLOTTED ° H /A -7 (TYP. OF 2) I -3I (TYP) (TYP) 9 /A" PLYWOOD PACKER P -I 2xA NONGOMEUSTIELE NAILERS AS READ. 5/S" MDT FACE OF DEMISING PARTITION IWD -21 VARIES - SEE HOGR RAN VARIES - SEE FLOOR RAN M IEIE(TYRCP ,JEGTIONS) SHIPLAPIWD- 'I(TYP) 2. 2 (L OF S (ER STANDARD 4 UP S.OT 5/8" MDF IWD -2I P -I GUT I/S x9/16" SLOT 54" OL. CONCEALED SLOTTED STANDARD ASSSEMPLY 5/S" MDF 1WD KEY NOTES: STRUCTURAL COLUMN ENCLOSURE 7. CONGEALED WALL STANDARDS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED PT TENANT AND INSTALLED PY AL. SEE DETAIL E /A -7 AND ELEVATIONS ON SHEET 'A -A' FOR SIZE AND LOCATION. 2" 2 1 AN' CONGEALED SLOTTED° STANDARD (SIM) FASTEN TO WOOD FUR' INS SECURELY NON GOMEUSTIPLE WOOD FU2RINS AS REQUIRED CONGEALED SLOTTED STANDARD PETAL 0 Y-2 P -I (TYP) NONGOMTLSTITLE WOOD FURRING AS REQUIRED A" PLYWOOD TACKER SHIPLAP [w -3 I CONCFAI ED SLOTTED STANDARD - PETAIL` I F /A -7 (51M.)(TYP. OF 6) �../ 5/8" TYPE XDRYWALL CEILING Ix2 WOOD TRIM IWD -II P -I' II' -k" AF PREPAY. CEILING TRAM P -2 12' -0" AFF. WOIA TRIM P -I SEE PET. E A -S (TYP.) CONGEALED SLOTTED STANDARD - SEE DETAIL H /A -7 SHIPLAP IWD-3102 (TAP) T ©- P -I (PAP GGLUAMR ILASTER PRO.EGTIONS) FINISHED FLOOR PLAN 6N AT DOUBLE COLUMN SCALE: I I/2 = r-6" Of: sr ELEVATION AT DOUBLE COLUMN SCALE: I I /2" = I" - d' A r -Y STAWARP g' MITER CORNERS O r SHIPLAP (TYP) NOTE: GC TO PROVIDE TLOGKINS ANNE GEILINSI AS REQUIRED TO SUPPORT PREFAT.', CEILING. TEAM ELEMENTS NOTE: PROVIDE EXTRA SUSPENSION WIRES AT WOOD TEAM LEGATIONS. CONGEALED SLOTTED STANDARD - SEE DETAIL 7 F /A - (SIM)(TYP. OF A) NONGGMTUSTITLE WOOD FURRING AS REQUIRED S /A" PLYWOOD TATTER SHIPLAP IWE -31©2 (rYP) MITER CORNERS OF SHIP LAP (TYP.) SEAL E I I/2'� = r o 5/8" TYPE X'� DRYWALL CEILING P©- IW WOOD 'TRIM / I --I 2' -0' A.F.F. PREPAY: GEILINS TEAM P -2 IWD -II CONGEALED SLOTTED STANDARD - SEE DETAIL 7 h /A -7 SHIPLAP IWD -31© (Ty?) ® P -I (TYP WOOD TRIM V) P -I SEE PET. E A -S (TYP.) WD -1) AFF P -I (rYP GGLIMN A ILASTER PROJECTIONS) PLAN SECTION AT 6I NeLE COLUMN F16151-ED FLOOR / A ELEVATION' AT SINGLE COLUMN SCALE: I I/2 = r - d' EXISTING STRUCTURAL COLUMN - CONFIGURATION MAY VERY (V.I.F.) 5/8" TYPE X DRYWALL MINIMAL WRAP METAL STIR FRAMINS AS REED. MAY VARY (V.IP) MINIMAL WRAP NOTE: GC. TO PROVIDE TLOCKINS ATOVE CEILING AS REQUIRED TO SIPPORT PREFAE. GEILINS TEAM ELEMENTS NOTE: PROVIDE EXTRA SUSPENSION WIRES AT WOEDTEAM LOCATIONS. PREFAT. MOLDING Iw -31 IWD -1 1 3 /4" PLYWOOD EASE P - (TYP SCALE: 3" = r - d' KEY NOTES: SCALE: E'''= I" - 0" HALF FILL STALE FACE OF REAP EOARP PLANK CONGEALED WALL STANDARDS - INTEGRATED METAL STLD WITH SLOTTED STANDARD FLRNISHED EY TENANT AND INSTALLED EY G.G. SEE PETAL E /A -7 AND ELEVATIONS ON SKEET 'A -A' FOR SIZE AND LOCATION. Ix2 WOOD TRIM IWD -I 5/8" TYPE X DRYWALL CEILINS P -3 PREFAE. CEILING TEAM - WOOD TRIM AS DIMENSIONED I WD - II P- 5HIPLAP IW2 -31 GROWN @ PILASTER & COLUMN NOTE: ALWAYS START WITH FILL SHIPLAP PLANK AT CORNERS ON FACE OF PILASTER ADJACENT TO DISPLAY RAYS, HOLD FLANK I/16" OFF OF CORNER OF PILASTER TO ALLOW FOR INTESRATION WITH PREFAE. VALANCE ASSEMTLY PILASTER CORNER TRIM DETAIL sNIPLAP PLANK PROffILE f.EAP f,OARP PROff I LE (WD - : HALF FILL SCALE DEC 1 (j I9 ::( I � -PERMrzcENIEk ar Approved Drawing No 0 a Store No. 478 Drawn by: (ES A -II t PENDANT LIGHT FIXTURE &ENTERED OVER F. RI SOTTGM 6-6` AF. 11 SCALD : 9 /4" = r -d' WOOD WALL TRIM ASSEMBLY SEE PET. 1 - l0 CALLA ALL JOINTS BETWEEN MATERIALS W/ CLEAR SILICON �3I P -I (T YP.) SCALE : 3 /A" = r - DRYWALL r INS WARD W/ GOAT NOOKS & K /A -9 (® NG. FIT Rm.) TITTINS ROOM DETAIL PENDANT LIGHT FIXTURE 1.6 WOOD TRIM CENTERED OVER F. RM. frvD -II P (TYP.) BOTTOM ® -b" AFF. \- WOOD WALL TRIM ASSEMBLY SEE DET H /A -10 h.6. f IT1 ROOM DETAIL WOOD WALL TRIM ASSEMBLY SEE DEr. N /A - Ia GAUL ALL JOINTS PETWEEN MATERIALS W/ CLEAR SILICON 3 /4" STRUCTURAL GRADE PLYWOOD I= fTTINe ROOM PETAIL SCALE 9 /4" = r -d" SCALE: 9" = r -o PENDANT LIGHT FIXTURE CENTERED OVER F. RM. PO TOM S S -6" AF.F. 0 24" X 6d' WALL NUNS MIRROR W/ WOOD FRAME SEE PET. N /A -9 r-6" (L -1 S H.G. FITTING ROOM) N FW_ FLANKS DRYWALL PARTITION 6zz IxA NOM. SOLID STOCK WOOD FLANKS, ro MATGN FLOOR. (TYP) IWD -I I WOOD WALL TRIM ASSEMBLY SEE PET. H /A -0 5/8" TYPE X DRYWALL P -3 (TYP.) (5 FILL PLANKS S HO. PENCN) ®3 © TYP.) A -9 WELDED I ON I/2 "0/16" ANSOES. POLTED TO END AND PACK, M-I I /S" THK. ORS. GLUT PLATE S SEE DETAILS r'/A-9 & D /A -9 FOR LOCATIONS S AGOSSIPLE AND NON- ACCESIPLE PENGHES. SIDE SECTION @ ffITTINS ROOM ENGh SCALE 9 /A" = ' - 1' PENDANT LIGHT FIXTURE CENTERED OVER F. RM. POTTOM ® S' -6" A.F.F. Alk Mir E QUAL EQlal. ff ITTINC ROOM PETAIL DRYWALL PARTITION CONTINUOUS SOLID STOCK WOOD PLANKS, TO MATCH FLOOR IWD -II SECURE PLANKS FROM PELOW W/ COUNTERSINK SCREWS 3/16" X 7/16" GR.S. PAR STOCK, SENT, GROUND, AND WELDED TO PLATE I /S" G.R.S. RATE SCREWED TO WALL M -I CLEAR PLATE GLASS MIRROR FLLL SCALE PAINTED WOOD MOOING CUSTOM HOOK SEE PETAIL G /A -9 HORIZONTAL SNIPIAP n (TYP.) WP -3 SCALE: I /A" = r - d' FLAL SCALE F=RONT SECTION @ ITTINCB ROOM f7ENGM SCALE: 3" = ( -0" TYPICAL GOAT I PAL PAINTED WOOD TRIM ALMOND GAWKING BEAD CLEAR SILICONE J Iq GAUJKINS SEAR MIRROR TRIM DETAIL 11 P -I TYP. ITTINa ROOM ELEV. I0 WOOD GOAT HOOK MOLN Z ( ING ARP WD -I P -I TYP. COAT NOOK M -I (TYP.) r -Id GOAT h00K MOUNTINS PETAIL SCALE: I IX= r -O" GYP. BOARD PARTITION AS SCHEDULED DRYWALL ® INTERI OF FITTING ROOMS P -3 D cq u.q34, u rii. Stare No. 478 Drawn by: jEG Approved Drawing No. -9 O 6 o O __ o I /S" THK. G.R.S. GUSSET PLATE CENTER OF NON- AGGE518LE FITTING ROOMS & TWO GUSSET PLATE ® THIRD POINTS OF AGGESSIPLE FITTING ROOMS. O WELDED SENGN PRACKET 9 /4" STRUCTURAL GRADE PLYWOOD IEE o 0 -0 5/8" DRYWALL TYPE X - P -9 (TYP) - INTERMEDIATE BENCH SUPPORTS WOGS SENGH �WD -I 15 -1 (SIM) k 4 PUAL SPACING (1YPIGPL ® INrERMEDwTE CRICKETS) 411 11 ` 1(TYP, ® WALL (SEE DETAILS r -9 & D /A -9)) A -II t PENDANT LIGHT FIXTURE &ENTERED OVER F. RI SOTTGM 6-6` AF. 11 SCALD : 9 /4" = r -d' WOOD WALL TRIM ASSEMBLY SEE PET. 1 - l0 CALLA ALL JOINTS BETWEEN MATERIALS W/ CLEAR SILICON �3I P -I (T YP.) SCALE : 3 /A" = r - DRYWALL r INS WARD W/ GOAT NOOKS & K /A -9 (® NG. FIT Rm.) TITTINS ROOM DETAIL PENDANT LIGHT FIXTURE 1.6 WOOD TRIM CENTERED OVER F. RM. frvD -II P (TYP.) BOTTOM ® -b" AFF. \- WOOD WALL TRIM ASSEMBLY SEE DET H /A -10 h.6. f IT1 ROOM DETAIL WOOD WALL TRIM ASSEMBLY SEE DEr. N /A - Ia GAUL ALL JOINTS PETWEEN MATERIALS W/ CLEAR SILICON 3 /4" STRUCTURAL GRADE PLYWOOD I= fTTINe ROOM PETAIL SCALE 9 /4" = r -d" SCALE: 9" = r -o PENDANT LIGHT FIXTURE CENTERED OVER F. RM. PO TOM S S -6" AF.F. 0 24" X 6d' WALL NUNS MIRROR W/ WOOD FRAME SEE PET. N /A -9 r-6" (L -1 S H.G. FITTING ROOM) N FW_ FLANKS DRYWALL PARTITION 6zz IxA NOM. SOLID STOCK WOOD FLANKS, ro MATGN FLOOR. (TYP) IWD -I I WOOD WALL TRIM ASSEMBLY SEE PET. H /A -0 5/8" TYPE X DRYWALL P -3 (TYP.) (5 FILL PLANKS S HO. PENCN) ®3 © TYP.) A -9 WELDED I ON I/2 "0/16" ANSOES. POLTED TO END AND PACK, M-I I /S" THK. ORS. GLUT PLATE S SEE DETAILS r'/A-9 & D /A -9 FOR LOCATIONS S AGOSSIPLE AND NON- ACCESIPLE PENGHES. SIDE SECTION @ ffITTINS ROOM ENGh SCALE 9 /A" = ' - 1' PENDANT LIGHT FIXTURE CENTERED OVER F. RM. POTTOM ® S' -6" A.F.F. Alk Mir E QUAL EQlal. ff ITTINC ROOM PETAIL DRYWALL PARTITION CONTINUOUS SOLID STOCK WOOD PLANKS, TO MATCH FLOOR IWD -II SECURE PLANKS FROM PELOW W/ COUNTERSINK SCREWS 3/16" X 7/16" GR.S. PAR STOCK, SENT, GROUND, AND WELDED TO PLATE I /S" G.R.S. RATE SCREWED TO WALL M -I CLEAR PLATE GLASS MIRROR FLLL SCALE PAINTED WOOD MOOING CUSTOM HOOK SEE PETAIL G /A -9 HORIZONTAL SNIPIAP n (TYP.) WP -3 SCALE: I /A" = r - d' FLAL SCALE F=RONT SECTION @ ITTINCB ROOM f7ENGM SCALE: 3" = ( -0" TYPICAL GOAT I PAL PAINTED WOOD TRIM ALMOND GAWKING BEAD CLEAR SILICONE J Iq GAUJKINS SEAR MIRROR TRIM DETAIL 11 P -I TYP. ITTINa ROOM ELEV. I0 WOOD GOAT HOOK MOLN Z ( ING ARP WD -I P -I TYP. COAT NOOK M -I (TYP.) r -Id GOAT h00K MOUNTINS PETAIL SCALE: I IX= r -O" GYP. BOARD PARTITION AS SCHEDULED DRYWALL ® INTERI OF FITTING ROOMS P -3 D cq u.q34, u rii. Stare No. 478 Drawn by: jEG Approved Drawing No. -9 O 6 I.r 7 i .0 -01 k 5/8" DRYWALL TYPE X - P -9 (TYP) - INTERMEDIATE BENCH SUPPORTS WOGS SENGH �WD -I 15 -1 (SIM) 411 11 _ � 1 I L EQUAL (L 1 �- c AL jrA " � N n �f A -II t PENDANT LIGHT FIXTURE &ENTERED OVER F. RI SOTTGM 6-6` AF. 11 SCALD : 9 /4" = r -d' WOOD WALL TRIM ASSEMBLY SEE PET. 1 - l0 CALLA ALL JOINTS BETWEEN MATERIALS W/ CLEAR SILICON �3I P -I (T YP.) SCALE : 3 /A" = r - DRYWALL r INS WARD W/ GOAT NOOKS & K /A -9 (® NG. FIT Rm.) TITTINS ROOM DETAIL PENDANT LIGHT FIXTURE 1.6 WOOD TRIM CENTERED OVER F. RM. frvD -II P (TYP.) BOTTOM ® -b" AFF. \- WOOD WALL TRIM ASSEMBLY SEE DET H /A -10 h.6. f IT1 ROOM DETAIL WOOD WALL TRIM ASSEMBLY SEE DEr. N /A - Ia GAUL ALL JOINTS PETWEEN MATERIALS W/ CLEAR SILICON 3 /4" STRUCTURAL GRADE PLYWOOD I= fTTINe ROOM PETAIL SCALE 9 /4" = r -d" SCALE: 9" = r -o PENDANT LIGHT FIXTURE CENTERED OVER F. RM. PO TOM S S -6" AF.F. 0 24" X 6d' WALL NUNS MIRROR W/ WOOD FRAME SEE PET. N /A -9 r-6" (L -1 S H.G. FITTING ROOM) N FW_ FLANKS DRYWALL PARTITION 6zz IxA NOM. SOLID STOCK WOOD FLANKS, ro MATGN FLOOR. (TYP) IWD -I I WOOD WALL TRIM ASSEMBLY SEE PET. H /A -0 5/8" TYPE X DRYWALL P -3 (TYP.) (5 FILL PLANKS S HO. PENCN) ®3 © TYP.) A -9 WELDED I ON I/2 "0/16" ANSOES. POLTED TO END AND PACK, M-I I /S" THK. ORS. GLUT PLATE S SEE DETAILS r'/A-9 & D /A -9 FOR LOCATIONS S AGOSSIPLE AND NON- ACCESIPLE PENGHES. SIDE SECTION @ ffITTINS ROOM ENGh SCALE 9 /A" = ' - 1' PENDANT LIGHT FIXTURE CENTERED OVER F. RM. POTTOM ® S' -6" A.F.F. Alk Mir E QUAL EQlal. ff ITTINC ROOM PETAIL DRYWALL PARTITION CONTINUOUS SOLID STOCK WOOD PLANKS, TO MATCH FLOOR IWD -II SECURE PLANKS FROM PELOW W/ COUNTERSINK SCREWS 3/16" X 7/16" GR.S. PAR STOCK, SENT, GROUND, AND WELDED TO PLATE I /S" G.R.S. RATE SCREWED TO WALL M -I CLEAR PLATE GLASS MIRROR FLLL SCALE PAINTED WOOD MOOING CUSTOM HOOK SEE PETAIL G /A -9 HORIZONTAL SNIPIAP n (TYP.) WP -3 SCALE: I /A" = r - d' FLAL SCALE F=RONT SECTION @ ITTINCB ROOM f7ENGM SCALE: 3" = ( -0" TYPICAL GOAT I PAL PAINTED WOOD TRIM ALMOND GAWKING BEAD CLEAR SILICONE J Iq GAUJKINS SEAR MIRROR TRIM DETAIL 11 P -I TYP. ITTINa ROOM ELEV. I0 WOOD GOAT HOOK MOLN Z ( ING ARP WD -I P -I TYP. COAT NOOK M -I (TYP.) r -Id GOAT h00K MOUNTINS PETAIL SCALE: I IX= r -O" GYP. BOARD PARTITION AS SCHEDULED DRYWALL ® INTERI OF FITTING ROOMS P -3 D cq u.q34, u rii. Stare No. 478 Drawn by: jEG Approved Drawing No. -9 TOILET PAPER HOLDER H.C. WATER GLOAET ,AGALE, GRAB BARS MIRROR 0' -6" 7-6" r-a PAPER TOWEL HOLDER t 0 h.G. TOILET ROOM PET SCALE : I/2" = N.G. TOILET ROOM PET Ix WOOD TOP GAP 1WD -11 4 " i 3• L r kA. O SCALE : I/2 = 1 " - 0' TOILET PAPER HOLDER f C z O / FINISH FLOOR H.G. WATER CLOSET N.G. TOILET ROOM PET IWD -3I CORRUGATED METAL DECKING CORRUGATED METAL DECKING - HORIZONTAL SHIPLAP OVER 5/5" DRYWALL BACKING Ex NONCOMBUSTIBLE b" STRU�GT METAL JOIST LRAL ®16" 0 I/2" WATERPROOF DRYWALL (SREENBOARD) P- `'I TOILET ROOM 3 5/5" STRUCTURAL METAL STUDS I" O.G. (MAX) FINISHED FLOOR TYP. PLATFORM AEOVE TOILET ROOM PET STALE : 3 /A" = I' -0" METAL STUD FRAMING AS READ IxA W002 TRIM P-I (TYP) Ix WOOD TRIM P -I (TYP) I X 4 CLEAT AROUND I PERIMETER OF PLATFORM AL 6" STRUGTLRAL METAL JOIST S IA" 00. 5/5" TYPE 'X" DRYWALL WITH PRIMED FINISH ONLY FIRE GORR. 3 5 /S" STRUORRAL METAL STUDS 16" 00. (MAX) FINISHED FLOOR X A CLEAT AROUND PERIMETER OF PLATFORM AL TYP. PLATFORM ABOVE FIRE CORRIDOR PETAL SCALE : 3 /A" = RECESSED LIGHT FIXTURE TIE J 0 A - IO . NOTCH WOOD CASING AROUND SHIPLAP (TYP.) WOOS GANNET CASING P-I (TYP 4 SIDES OF INIT Iwo-11 ELEVATION @ TACK GAf I NET SCALE: 3" = ( - d' CONCEALED GANNET HINGE STAINLESS STEEL FINISH PLAN PETAL @ TAS GAI5INET SCALE: 9" = r -d' 2" r-d' DOOR 3 /A" THt PA T GRADE WOOD PANEL DOOR P -I WHITE MELAMINE INTERIOR NOTES: MATCHING SELF -EDGE AT ALL EXPOSEJJ ENDS DOOR NOT SHOWN FOR CLARITY NOTE: MATCHING SELF -EDGE AT ALL EXPOSED ENDS. HORIZ. SHIPLAP WIRE HOOT( TYP. NINE PLACES. THIN WIRE SCREW TYPE. SIDES, TOP, BOTTOM AND BACK, WHITE MELAMINE WOOD CABINET LASING WD - P-1 (TYP.) CONGEALED CABINET HINGE A -Id' AFF. CONGEALED LOGIC COORDINATE LOCK TYPE AND KEYS W/TENANT A -10 A -10 IWD -II LOW WALL GAP DETAIL SCALE 3 "= I' - 0" 2x4 NONCOMBUSTIBLE WOOD BLOCKING Ix WOOD TOP GAP IP 11 1W12-11 WOOD TRIM IW12-111= PITTING ROOM 5 /S" TYPE X DRYWALL WALL TRIM DETAIL STALE 3" = r - d' WD -1I IWD -3 I 6E I PLAP TRIM PEAL SCALE 3" = I 0" PASSAGE HORIZ. SHIPLAP IWD - 2x4 NONCOMBUSTIBLE WOOD BLOCKING SCALE: I I/2" = Ix WOOD TRIM P - I 3 /A" PLYWOOD LID I x WOUP TOP 0000152-118 IWD - 11 2x4 NONCOMBUSTIBLE WOOF CLEAT' (TYP.) I /A" POLISHED PLATE GLASS MIRROR OVER PREFAB 3 -WAY MIRROR ASSEMBLY NAILER (TYP) 3 - WAY MIRROR SCALE 3 = r - d' MIRROR EASE SEE PET. M /A -IO I /A" POLISHED PLATE GLASS MIRROR APPLY 5/ MIRROR MASTIC TO PREFAB 3 -WAY MIRROR ASSEMBLY - EDGES OF MIRROR TO BE POLISHED MIRROR GAP PETAL PREFAB 3 -WAY MIRROR ASSEMBLY U -d' (MIRROR DIM) IWD -11 IWD -II PREEAE 3 -WA1/ MIRROR PLAN SECTION MIRROR 1A6E SCALE: 3" = (-0" I /A" x 2' -d' x 7-S I /A" POLISHED PLATE GLASS MIRROR - APPLY W/ MIRROR MASTIC TO PREFAB 3 -WAY MIRROR ASSEMBLY - EDGES OF MII TO BE POLISHEDI 5 /S" TYPE X DRYWALL II ® TRIM CEILING P-3 3 /A" PLYWOOD LID CONTINUES BEHIND MIRROR. PAINT' P -3I PREEA -WAY MIRROR 6EGT I ON SCALE n m iX1 _= r (AIM.) F Ix WOOD TRIM MI= (TYP) FINISHED FLOOR Fs¢Mn GL Store No 478 Drown by: jES Approved Drawing No A -10 I HARDWARE 56t1EDL,LE I NO. I 2. 3 4 5 6 7 8 9 10 I PAIR PUTTS (PREHIANG), SATIN ALLMINLM FINISH GIARALTERISTIGS NO. 1 2 • 4 5 6 7 8 I I/2" PAIR BUTTS, 4 I/2" x 4 I/2" HAGER 1279, UP W/ NRP. 10 FUL LITE WOOD • • I I/2 PAIR BUTTS, STANLEY RAISED BARREL HINGES, SQUARE EDGE, 2612 HOLLOW METAL • • • • HINGES, DORMA 3/4 " OFFSET FUL MORTISE, I5 (PER DOOR LEAF) (I) TOP: 7W20 (3) INTERMEDIATE 75220 (I) BOTTOM: 75333 • SOLID GORE WOOD • POOR PLLL, S. PARKER P531 AL (INTERIOR 0 4' -6" A.FF. & 6" FROM JAMB) WOOD LOUVERED • • • DOOR VIEWER, TRIMGO /WWW UL. RATED 975U WOOD PANELED • • HOLE FILLER PLATE, DJDPF- 161 -PG B -LAPEL • • FRAME FILLER PLATE, DJBS- 260-PG IJNIDERGUT - I I/2" • • CLOSER, ALUMINUM, DORMA 641130 EXISTING • • • POOR FILLER PLATE, REF-161 OPENING • • COMBINATION PANIC EXIT ALARM, ALARM LOOK 700 DOOR FRAME AND HARDWARE - FURN. BY TENANT - INST. PY SO. • • • • • • VINYL PERIMETER SASKETING, NGP 1552kO, (2 0 7 -W', I ® 421 • PAINT DOOR AND FRAME TO MATCH MALL STANDARD • • DOOR SWEEP, NGP 98V2k0, (47) PAINT DOOR AND FRAME NO. P -I • CLOSER, ALLMINLM, BARON 53 PAINT DOOR AND FRAME NO. P -2 • SEX WGLTS FOR LSPA CLOSER • P.-LAPEL • PRIVACY LOGKSET, PPQ 5TI76 BSN 26P • • DEADBGLT, SGHLAGE 15460p w /51NWWE CYLINDER, 260 • DOOR GATGH, TRIMGO /13BW #1559 w/ #15590, 262 • DOOR LEVER, SGWLAGE D SERIES-All LEVER STOREROOM FUNCTION /PA SSAGE BAGKSET • • • • I PAIR, DOOR PULLS, (EXTERIOR) GUSTO BY SISNASO GONTRAGTOR • DOOR PUL, (INTERIOR) CUSTOM BY 51GNA&E GONTRAGTOR • POOR PLI1, IVES, MODERN KNOW # I - I /8 ", 262 • DOOR SILENCERS, TRIMGO /PWW #122913 ( PER DOOR LEAF) • • • • POOR STOPS, TRIMGO /BBW #1212, 2612 • • • • • • I PAIR, DOOR STOP /HOLDER, TRIMGO /WBW #1224, 2W • DOOR PUL, IVES MODERN KNOB 522- I -I /8 ", 269 GUST PROOF STRIKE, TRIMGO /WWW #3910, 2617 • FLUSH P050. TOP AND POTTOM, TRIMGO /WWW #3916,. UP • 8 "x40' BRUSHED STAIN_E55 STEEL CUSTOM DOOR PLATE Of ROGKWOOD (2 Re P) • • HARDWARE FURNISHED BY TENANT AND INSTALLED WY G.G. .RENDER EXISTING, HARDWARE TOTALLY OPERATIONAL TO A LIKE NEW CONDITION !. POOR 5Gt1EDULE MI EII NW 7' -W' x 5 - 7 3 /8 " 2 1/4" 3' -6' x 6 - 8 „ 1 3 /4" 3' -W' x 4 13/4" W -O" 7 -0 13/4 I W-- x 6 -8 1 3/4 2' -6" x 6 -8 1 3 /4 „ 3' - W' x 6 -W 13/4 3' - W" 6 -8 W - W' x 6 -8 19/4 W - 6 „ • 1 3/4 GIARALTERISTIGS NO. 1 2 3 4 5 6 7 8 9 10 FUL LITE WOOD • HOLLOW METAL • • SOLID GORE WOOD • WOOD LOUVERED • • WOOD PANELED • • • B -LAPEL • IJNIDERGUT - I I/2" • EXISTING • OPENING • DOOR FRAME AND HARDWARE - FURN. BY TENANT - INST. PY SO. • • • • • • • • PAINT DOOR AND FRAME TO MATCH MALL STANDARD • PAINT DOOR AND FRAME NO. P -I PAINT DOOR AND FRAME NO. P -2 • P.-LAPEL • „ ' r L b2 1 1 lig ( t2 1 39N141 d0 39NI41 X21 39NI14 A9 n n _ WOOD STILES AND GLAZING STOP Ix WOOD rOP IWD - II P I GAP WD -If 8-6” APE. Ix WOOD TRIM IWD -II P -I WOOD TRANSOM FRAME P-I (TYP. NOTE: TRANSOM IS 5ET BACK REGARDLESS OF LOCATION OF DOOR I /A" FROSTED PLATE GLASS TRANSOM Ix WOOD TRIM LWD -II FI ROOM Ix Wf 1i RIM NON- GOMPJPPTIPLE WOOD FILLER WOOD 200= JAMB W INTEGRAL S TOP I WD - II P -I FITTING. ROOM DOOR SECTION TNRU DEAD GAS NCB 5/8" SHIM SPADE 1 /4" SHIM SPACE PASSAGE I /A" SHIM SPADE (— 1 El 0_ N af r , CU ^ I 2 O N N Q �r, xN � 0 I v I pN E a 1-'4'2 r =1 -O t\ CUSTOM DOOR PUSH /PI.LS FUZN. BY 5165 CONSULTANT INSTALLED BY 3.6. I x4 WOOD TRIM WD II ©(TY'. BOTH SIDES) Ix JAMB WITH INTEGRAL STOP Min STOCKROOM DOOR 2x NONCOMBUSTIBLE NAILER POOR 0 POOR 00 HORIZONTAL SHIPLAP YVD -3I I= OVER 5/5" DRYWALL BACKING STANDARD DOOR JAMB Psi DOOR STOP Psi 5 8" DRYWALL P -3 DOOR STOP/HOLDER 1 P -4 1 3/5" TEMP. PLATE GLASS roILEr ROOM POOR PANELED WOOD DOOR P -I —\- \ SCALE: I I /2 = r - W' 3 - 6 . A -a / VARIES POOR O O EMERGENCY — EXI ONLY J "EMERGENCY EXIT ONLY" SIGNS DOOR NO. 3 "EMPLOYEE ONLY' SIGN SDOOR NO. 2 - 51555 FURNISHED BY 515N CONSULTANT - INST. WY SG. WOOD DOOR ) _ IWD -II P - FINISH POOR / LINE DOOR PLATE lg POOR NO. 2 ONLY (TYP. BOTH SIDES) POOR ELEVATIONS SCALE: I/ = ( - 0' x4 WOOD GA51NS Psi (TYP.) POOR 0 POOR JAM? DETAILS 045155 STOREROOM /PASSAGE LOGKSET ®'DOOR NO. 2 PANIC HARDWARE S POOR NO. 3 2x4 NON- COMBUSTIBLE NAILER 1x4 WOOD TRIM DRYWALL © (TYP. POTH SIDES) IW■ Ix DAMP WITH INTEGRAL STOP IWP - II( FITTI ROOM DOOR 3 5/8 " METAL 2x NONCOMBUSTIBLE STUD FRAMING NAILER \ PASSAGE 3 " -d POOR 000 POOR 5 8" DRYWALL P -3 HORIZONTAL SHIPLAP WD - P -I AVER 5/8" DRYWALL BACKING PARTIAL HEIGHT PARTITION AT FITTING ROOMS 54WOGD FRAME Psi (TYP.) P.G. TO FURN. & INSTALL H.G. & M/F SIGNS WITH CONTRASTING COLORS IN AGGORDANGE WITH THE ADA HO. SIGN IS TO PE PULE ON WHITE PRIVACY LOOKSET SOLID GORE WOOD POOR P-5 UNDERCUT POOR I I/2" 1x4 WOOD CASINO IWD -II© (TIP. BOTH SIDES) Ix WOOD TRIM IWD - II 2x NONCOMBUSTIBLE NAILER POOR 0 I k POOR 0 0 HORIZONTAL SHIPIAP LW2-3 OVER 5/8" DRYWALL BACKING PARTIAL HEIGHT PARTITION AT FITTING ROOMS xA WOOD DOOR TRIM f IWD -II P -I WOOD _TAANSOM FRAME I/4 F I/4 FROSTED PLATE GLASS TRANSOM / WOOD BASE P - WOOD BASE TRIM P -I Ix. WOOD GAP TRIM IWD - I1 P-I LOJVE ED WOOD DOOR P-1 PRIVACY LOGKSET FINI511 FLOOR LINE 'ASE WOOD f2A6E DETAILS SCALE: 3" = I' - 0„ PEASE POOR 0 VARIES SCALE 3 "= r - O . ' WOOD P ASS WOOD PASS TRIM P-1 1x4 WOOD TRIM IWD -II P-I l� \1 SASE FINISH FLOOR LINE ' POOR 0 D TRIM WOOD TRANSOM FRAME IWD -I I P-1 I/4 FROSTED PLATE GLASS TRANSOM WOOD STILES/ RAILS kill Ix WOOD GAP IWD -II[ IxA WOOD DOOR CASING I WD - 11 � DOOR PULLS PANELLWOOD POOR P -I FINISH FLOOR LINE WOOD PANEL DEC 1 I.: PANEL POOR DETAIL AL a Store No. 478 Drawn by: jSS Approved Drawing No. A -11 (N O Lc) t-, E +- O 414, \ /\ ) / \(2 \t@£) ~ 9 4 , 4 .• r -2 2.-0„ I, r -2 2 ' - d / OF STANDARD t OF STANDARD 1 OF STANDARD ¢ OF STANDARD Irk; 4 ICI / � :II 1 ® IN III © 0 II (TYP)I(GIM.) II I' I 1 APJJSTABLE SHELVING SHOWN FOR REFERENCE NGNCGMBi FURRING PROV ID FURRING BETWEE FOR ADJJSTABLE SHELVING SHOWN FOR REFERENCE SCALE: 9 = r - d' PLAN SECT ION @ REAR CASE SCALE: I I/2 I' - P061 PETAIL e/4" PLYWOOD DACKER ARP WD -4 P -I ( TYP.) NONCOMDUSTIDLE WOOD BLOCKING A5 REV. Ix BUILT -IP WOOD POST IW2 -II ©2 SCALE: I I/2" = I' - d" LINE OF BASE DEJ -.OW �- LINE OF BASE BELOW PLAN SECT ION @ REAR CASE I=1 BELOw P- (TYP PLAN SECTION @ REAR CASE OPENING /4" PLYWOOD BASE DEA A� (TYP.) ADJJSTADLE SHELVING SHONN FOR REFERENCE FIELD GUI IWD -2I PANEL AS REQUIRED LINE OF BASE DELON (SIM.) WD -1 WOOD I(TYR)� BEADBOARD PLAN SECT ION @ REAR CASE SCALE: I I/ = r - d" r-m° IWD - 4I PLAN 6E6T I ON @ REAR GASP %ALE: 11/2" = I' - d' P -I (TYP) ElDELOW= B-2 P -I (TYP ® COL.) SHIPLAP (1 YP) IWD - PACE GP DEMISING PARTITION B -2 1=1 (Ti? ® COL.) MITER EXPOSED CORNERS OF SIIIPLAP (TYP) D /4 " PLYWOOD BACKER SHIPLAP (TYP) IWD -3 G.G. SHALL INSTRUCT GONrRAGTCR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BGL.rING PREFAB. PILASTER NAILERS INTO METAL STLD J ... o < L O I— N .. Q N U N II MITER EXPOSED CORNERS q.) 0 0 OF SHIPLAP (TYP) K C Q < U) (TYP) N 3/4" PLYWOOD BACKER - U 0 < 2x4 NONGGivICUSTIBLE D.Z. I$ 4-, NAILERS AS. REV t Store No. 478 Drawn by: jE& Approved Drawing No. A -12 NONCOM: FLRRIN( PRO/: PERKING oarwr FOR 3/4" PLYWOOD BASE OEADDOARD P-I (TYP.) IwP B- 6FLOW P -I (TYP. IN VESTIBLLE IF) Ix4 WOOD CASING IWD -II P-I (TYP. AROUND OPENING) q�. In WOOD JAMB TRIM P-I (TYR) IW - II N.IF.) HORIZONTAL SHIPLAP WD -31 5/S" TYPE X DRYWALL 2 I/2" METAL STUD FRAMING NONCOMBUSTIBLE WOOD BLOCKING AS REQUIRED 3/4" PLYWOOD BACKER r b z § /R \ 7 -Iq a 6-12 r4 7-0 2 ' - d L 2,0" L r4 [t OF STANDARD ¢ OF STANDARD ¶ OF STANDARD t OF STANDARD 1Is/_ III% Ill/ glII/ ►I T V 1 / I © I I (TYP)�(SIM.) 1 III j lr l I II 0 i I � II I ! it Oi 1 1 APJJSTABLE SHELVING SHOWN FOR REFERENCE NGNCGMBi FURRING PROV ID FURRING BETWEE FOR ADJJSTABLE SHELVING SHOWN FOR REFERENCE SCALE: 9 = r - d' PLAN SECT ION @ REAR CASE SCALE: I I/2 I' - P061 PETAIL e/4" PLYWOOD DACKER ARP WD -4 P -I ( TYP.) NONCOMDUSTIDLE WOOD BLOCKING A5 REV. Ix BUILT -IP WOOD POST IW2 -II ©2 SCALE: I I/2" = I' - d" LINE OF BASE DEJ -.OW �- LINE OF BASE BELOW PLAN SECT ION @ REAR CASE I=1 BELOw P- (TYP PLAN SECTION @ REAR CASE OPENING /4" PLYWOOD BASE DEA A� (TYP.) ADJJSTADLE SHELVING SHONN FOR REFERENCE FIELD GUI IWD -2I PANEL AS REQUIRED LINE OF BASE DELON (SIM.) WD -1 WOOD I(TYR)� BEADBOARD PLAN SECT ION @ REAR CASE SCALE: I I/ = r - d" r-m° IWD - 4I PLAN 6E6T I ON @ REAR GASP %ALE: 11/2" = I' - d' P -I (TYP) ElDELOW= B-2 P -I (TYP ® COL.) SHIPLAP (1 YP) IWD - PACE GP DEMISING PARTITION B -2 1=1 (Ti? ® COL.) MITER EXPOSED CORNERS OF SIIIPLAP (TYP) D /4 " PLYWOOD BACKER SHIPLAP (TYP) IWD -3 G.G. SHALL INSTRUCT GONrRAGTCR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BGL.rING PREFAB. PILASTER NAILERS INTO METAL STLD J ... o < L O I— N .. Q N U N II MITER EXPOSED CORNERS q.) 0 0 OF SHIPLAP (TYP) K C Q < U) (TYP) N 3/4" PLYWOOD BACKER - U 0 < 2x4 NONGGivICUSTIBLE D.Z. I$ 4-, NAILERS AS. REV t Store No. 478 Drawn by: jE& Approved Drawing No. A -12 NONCOM: FLRRIN( PRO/: PERKING oarwr FOR 3/4" PLYWOOD BASE OEADDOARD P-I (TYP.) IwP B- 6FLOW P -I (TYP. IN VESTIBLLE IF) Ix4 WOOD CASING IWD -II P-I (TYP. AROUND OPENING) q�. In WOOD JAMB TRIM P-I (TYR) IW - II N.IF.) HORIZONTAL SHIPLAP WD -31 5/S" TYPE X DRYWALL 2 I/2" METAL STUD FRAMING NONCOMBUSTIBLE WOOD BLOCKING AS REQUIRED 3/4" PLYWOOD BACKER r b z NGNCOMIXSTIBLE WOOD NAILERS Ix2 WOOD TRIM 1w2- PRFFAP. CEILING I3EAM1 I P -21 SIDE ELEVATION SCALE: I T"/2" = r - O" REAR CURVED VVALL LAYOUT PLAN SCALE: 1 /A " = r - d NOTE: GC. TO PROVIDE BLOCKING ABOVE CEILING AS REWIRED TO SJPPORT PREFAB. FOAM BEAM EP_MIENTS PREFAr, METAL BRACKET SEE DEr. e;./A -13 MD- SECURELY ANCHOR TO GGNSTRLTTION ABOVE FRONT ELEVATION ISOMETRIC PREffA>7. METAL RACKET DETAILS NOTE: SEE FLOOR PLAN FOR DIMENSIONS OF SIFROUNDNS PARTITIONS 5/8" TYPE X DRYWALL 7 — CEILING P-3 BLACK I /2" HEX HEAD THRU -WGLT WITH, WASHERS (TYP)': Ix WOOD BOX BEAM IWD -II SCALE: I T"/2" = r - a' SCALE: I I/2" = r - LAY -IN PREFAB. PANELS W/ SHIPLAP IWD -3 I© OVER PLYWOOD BACKER - SELLRE TO RADIATING'. WOX BEAMS IX WOOD BEAM S-2 IwD -II WOOD TRANSOM FRAME IwD -II NON GGMBUSTAWLE WOOD WLOGKINE AS REQUIRED P -I (TYP) I /A" FROSTED TEMP. PLATE GLASS S' -d' AFF. 4 WOOD TRIM ADJUSTIBLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE IwD -AI BEAD BOARD P -I (TYP) lx WOAD POST IwD -1 I I /8" OFFSET W-3 P-I SECTION TNRU REAR CASE PREFAr, METAL BRACKET 1=1 SECTION n LINE OF RADA INS S PREFAB. METAL \ \\ BRACKET M - PLAN VIEW PRE.rAF). METAL (RACKET DETAILS SURFACE MID. LIGHT TRACK FIXTURE - TURN, PT TENANT", INST. BY E.G. PREFAP. METAL BRACKET SEE. DET.. F /A -13 I/2" DIAMETER 110.E ToR I / ITT ISOMETRIC 5/8 " MR= LIGHT COVE S OPFIT P - - LOCATE FIXTURE PN CEILING AS FORWARD AS POSSIBLE 3 14" PLYWOOD BALKER Imo SALES / STOCK PARTITION LAY -IN PREFAB. PANELS W/ SHIP I WD -31 OVER PLYWOOD PACKER - SECURE TO RADIATING paX BEAMS LAY -IN PREFAB. PANELS W/ SHIPLAP IWD -3I OVER. PLYWOOD PACKER - SECURE TO RADIATINE PDX BEAMS IWD -0 0 SIGN - FURNISHED BY SIEN CONSULTANT, INSTALLED BY E.G. WOOD TRANSOM FRAME P-I (TYP) /4" FROSTED TEMP. PLATE GLASS 8' -0" A.F.F. 1 Id -d• A.F.F. - z� 9 II IX WOOD I C IX WOOD PFAM IWD -I S 2 WOOD TRIM IwD - I � III I I II II I PREFAB. METAL BRACKET SEE DET. F/A -130 P AF Id -0" A.F.F. MAD BOARD IWD -AI P -I (T I x WOOD POST I I� 1== I xI Ix I J r 4- ( -r ' S.. SECT ION TL REAR CASE SCALE: I I/2" = r - a' PREFAB. METAL BRACKET SEE DET. F/A -1 SECTION TI REAR CASE SCALE: I 1/2" = r - a' Id - A.F.P.0 bqq 5/8" TYPE X DRYWALL CEILING P -9 5/8" MDF LIGHT COVE SOFFIT P -I TYPE X DRYWALL LOCATE FIXTURE GN CEILING AS FORWARD AS POsSIPLE 3 /A" PLYWOOD PACKER GAP TRIM - SEE DETAIL J /A -10 MIEN 5/8" TYPE X DRYWALL CEILING P - 5/8" FIT MDF P -I LIGHT COVE SOF LOCATE FIXTURE ON CEILING AS FORWARD AS POSSIELE 3 /A" PLYWOOD PACKER Ix WOOD TRIM IwD -II P HORIZ. SHIPLrP P-I (TYP) IWD ! rrar.ar NI, N n !=1 0 TM TM li O L O N N U Q U N a vL 0 c C a� 0 O (n U� O 0 O D ( H Store No. 478 Drawn by: AEO Approved Drawing No. A-13 NONCOMDUSTIPLE WOOD FURRING AS REQUIRED PROVIDE HORIZONTAL FURRING DETWEEN STANDARDS FOR SECURING PEADPOARP ADJJSTAPLE SHELVING SHOWN FOR REFERENCE NOVC NIMSTIPLE WOOD FU RING AS REQUIRED PROVIDE HORIZONTAL FURRING PETWEEN STANDARDS FOR SEGLRING 6EAD0OARVIW12-41 ADJJSTADLE SHELVING SHOWN FOR REFERENCE WD-41 OF STANDARD (TYP) SCALE: 3 /4" = r — d' PLAN SECT ION @ GASE SCALE: I I/2" = r - d' PLAN SECT ION @ GASE SCALE: 1 1/2" = I' - d' WALL GASE SHUTTER PETAL (TY P) (TYP 3 /4" PLYWOOD PACKER (TYP.) PEADDOARD IWD -AI P-I (TYP) 3 /4" PLYWOOD PACKER (TYP) PEADDOARD P-I (TYP) / 3 /4" PLYWOOD WD -1I P -I (TYP) r -2 SECT ION TROUSI WALL GASE SCALE: I I /2" = r - d' SCALE: 3" _ POST DETAIL POST PET SCALE: %" =1' - Ix WOOD TRIM IwD -II P-1 Ir -d' AFF. Ix WOOD TRIM IWD -II P -I TEADDOARD ADJYTADLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE 5/0" MDF PEASE ( INSIDE (NOT ROUTED) FINISHED FLOOR 3 /A" PLYWOOD PACKER e/EAD (WD-41 P- (TYP.) NONCOMD1151I0LE WOOD FLOCKING AS REV. k SA -IP WO POST I WD -I P -I Ix2 WOOD PRIM IWD IWD - AI 3 /A" PLYWOOD PACKER A WD -A P-1 (TYP) NONGOMPIYTIDLE WOOD PLOGKING AS REV. I x DUILP - I P POST W -II P-I P -1 (TYP.) , 1‘ A.F.F. A -d' AFF. SCALE: I I / = r -!,.d, Ix2 WOOD TRIM \ IWD -II P -I Ix WOOD TRIM WD -II P -I SEGrION TYIRGU6rl WALL ASE. 5/8" MDF SHUTTERS P-I 5/S" MDF Ix WOOD TRIM L2 El ADJWPAPLE SHELF ON WALL STANDARDS SHAWN FOR REFERENCE k WOOD TRIM IWP -II P-I DEADPOARD !SASE T ROUTED) ED (TYP) FINISHED FLOOR ,, 3pDac ,gcq ear,, , , ,,4: a J a Q L I N 4- r U . W a, Q U a. N 00 W c O aQ 45Q < C DJ_ - ►_�') U O (may -c 0 a ) Store No. 478 Drown 'by: Approved Drowing No. A -14 f 1�hE �.Z / / 4. / ,. $. �' $ 3.-8" / / 3 8 ° / 4" / / / 4 / NONCOMDUSTIPLE WOOD FURRING AS REQUIRED PROVIDE HORIZONTAL FURRING DETWEEN STANDARDS FOR SECURING PEADPOARP ADJJSTAPLE SHELVING SHOWN FOR REFERENCE NOVC NIMSTIPLE WOOD FU RING AS REQUIRED PROVIDE HORIZONTAL FURRING PETWEEN STANDARDS FOR SEGLRING 6EAD0OARVIW12-41 ADJJSTADLE SHELVING SHOWN FOR REFERENCE WD-41 OF STANDARD (TYP) SCALE: 3 /4" = r — d' PLAN SECT ION @ GASE SCALE: I I/2" = r - d' PLAN SECT ION @ GASE SCALE: 1 1/2" = I' - d' WALL GASE SHUTTER PETAL (TY P) (TYP 3 /4" PLYWOOD PACKER (TYP.) PEADDOARD IWD -AI P-I (TYP) 3 /4" PLYWOOD PACKER (TYP) PEADDOARD P-I (TYP) / 3 /4" PLYWOOD WD -1I P -I (TYP) r -2 SECT ION TROUSI WALL GASE SCALE: I I /2" = r - d' SCALE: 3" _ POST DETAIL POST PET SCALE: %" =1' - Ix WOOD TRIM IwD -II P-1 Ir -d' AFF. Ix WOOD TRIM IWD -II P -I TEADDOARD ADJYTADLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE 5/0" MDF PEASE ( INSIDE (NOT ROUTED) FINISHED FLOOR 3 /A" PLYWOOD PACKER e/EAD (WD-41 P- (TYP.) NONCOMD1151I0LE WOOD FLOCKING AS REV. k SA -IP WO POST I WD -I P -I Ix2 WOOD PRIM IWD IWD - AI 3 /A" PLYWOOD PACKER A WD -A P-1 (TYP) NONGOMPIYTIDLE WOOD PLOGKING AS REV. I x DUILP - I P POST W -II P-I P -1 (TYP.) , 1‘ A.F.F. A -d' AFF. SCALE: I I / = r -!,.d, Ix2 WOOD TRIM \ IWD -II P -I Ix WOOD TRIM WD -II P -I SEGrION TYIRGU6rl WALL ASE. 5/8" MDF SHUTTERS P-I 5/S" MDF Ix WOOD TRIM L2 El ADJWPAPLE SHELF ON WALL STANDARDS SHAWN FOR REFERENCE k WOOD TRIM IWP -II P-I DEADPOARD !SASE T ROUTED) ED (TYP) FINISHED FLOOR ,, 3pDac ,gcq ear,, , , ,,4: a J a Q L I N 4- r U . W a, Q U a. N 00 W c O aQ 45Q < C DJ_ - ►_�') U O (may -c 0 a ) Store No. 478 Drown 'by: Approved Drowing No. A -14 FIXED SHELVING UNIT EXISTING / RELOCATED FIXED SHELVING UNIT MODILE SHELVING UNIT SHELF UNIT KEY (ALL 120" HIGH) DI 48" X IS" TYPE SIZE A 36" X IS Al 48 " X 18 " D 36" X 18" G 48" X 12" GI 36 12 62 36 " X 2-4" 63 48 " X24' CAPACITY DOUDLE DAR W/ 5 SHELVES DOUDLE DAR W/ 5 SHELVES S SHELVES 8 SHELVES 8 SHELVES 8 SHELVES 8 SHELVES 8 SHELVES MODILE CARRIAGE UNIT MOBILE OARRIASE UNIT KEY TYPE MC MC -1 MC -2 MC -3 MC -4 MC -5 MC -6 MC -7 MC -8 MC -9 MC -10 SIZE 24 I/4 " X 37" 24 1/4" X 49" 24 1/4 " X 73 " 24 1/4 " X 85" 24 I/4 " X 97" 36 /4" X 37" 36 I/4 " X 49" 36 1/4" X 73 " 36 I/4" X 85" 36 1/4" X 97" 36 1/4 " X 109" EXAMPLE: A A A A SERIES SEE NOTE #7 ANG DAR , —SEE NOTE 96 SEE NOTE #7 HANG DAR 5EE NOTE 99 SEE NOTE 97 13 & G SERIES 5EE NOTE #7 SEE NOTE #5 5EE NOTE #6 SEE NOTE #7 5EE NOTE #9 SEE NOTE #7 12' -2" SHELF INSTALLATION NOTE5: 1. INSTALL TRACK PER MANLFACTURER'S 1552 -5 GTION5. TRACK MUST DE LEVEL (USING SHIMS AS REQ'D.) TO INSURE PROPER OPERATION. MAINTAIN 2 MINIMUM CLEARANCE DETWEEN EDGE OF TRACK AND WALL. 2. INSTALL SHELF UNITS ON MODILE UNDER CARRIAGE. SHELF UNIT MUST DE SECURED TO UNDER CARRIAGE USING ONE TEK SCREW IN EACH CORNER. 3. 4. 5. 6. 7. 8. 9. INSTALL DRAKE5 ON ALL MOVFADLE CARRIAGES PER MANUFACTURERS INSTRUCTIONS SECURELY DRAGE FIXED SHELVING UNIr5 TO ADJACENT BUILDINO CONSTRUCTION AS REQUIRED TO PREVENT TIPPING. DOUDLP X DRAGES ARE REQUIRED ON MODILE UNITS ONLY. FIXED UNITS REQUIRE SINGLE X' DRAGE. INSTALL TWO DUvIPERS DETWEEN EACH MODILE UNIT 71 1/2" FROM 971TOM IN PREDRILLED HOLE5. THESE SHELVES r0 DE PERMANENTLY FA5TEN92 IN PLACE 1YIN5 r00 2EK SCREWS AT EACH END T7RU GROSS RAIL. ALL DAGK TO PACK SHELF 11NIT5 MUST DE FASTENED TOGETHER USING AT LEA5r FOUR x945 SCREWS PER VERTICAL UPRIGHT. ATTACH HANDLE 44" AF.F. ( + / -) A5 541005, ON MODILE UNITS ONLY. NOTE: CONTRACTOR r0 CONSULT TENANT ON51T6 CONSTRUCTION REPRESENTATIVE REGARDING PLACEMENT OF WARNING PLACARDS. ` � :1 1 F G G 0 G q '!t Wit 0 1 NANSFR 1 REGEIVINS AREA DI MC -8 DI MC -8 131 D 91 DI MC -8 DI D D1 DI MC -8 PI MC - 8 DI D DI DI DI MC -8 D MC -8 D GG. SHALL FURNISH AND INSTALL ANTI -TIP DRACKET FOR 5r0GK SHELVING. MC -3 MC MC -3 -3 GI GI GI GI : APV SYSTEM FIXTURE I STORAGE ge COMPUTER GA%INET 5. Ea. 90 TIN GC. SHALL FURNISH AND INSTALL 3/4 "x4 “x4' 'PACKER WARD FOR AEI SYSTEM: ANCHOR ALL FIXE2 UNlrs WITH SCREWS AT EACH UPRIGHT TO WALL MOUNTED HORIZONTAL FURRING STRIP LOCATED AT TOP OF FIXED 0IT5. ATTACH STEEL ANGLE AT DOTTOM OF EACH UPRIGHT- FASTEN r0 SLAP WITH 1/4' HAMMER DRIVE ANCHORS AND SCREW YO EACH UPRIGHT TRACK MOUNTED TO FLOOR WITH Or HAMMER DRIVE ANCHORS (TYP.) PROVIDE ANTI -TIP SU THIS SIDE OF MODILE CARRIAGE UNIT SEE ANTI -rIP DETAIL A /F -1 SECURELY ANCHOR FREE STANDING FIXED UNITS ro ADJACENT WALL USING Ix6 LUMDER SECURED TO TOP OF FREESTANDING FIXED UNITS 60. SHALL FURN. & INST. (5) 1 X 4 FLRRIN5 STRIPS 8 ' -d' A.71. & 2' -O' O.G. TO MOJNr SURFACE MOUNTED STANDARDS. COMPUTER CADINET- FURN. 6Y TENANT. INST. DY G.G. SEE PETAL A /E -2 AND • GADINE2 ISOMETRIC THIS SHEET. OLD 1 1 / \ r n O 87 -d' NO SCALE COMP. GAS. ISOMETRI O E=4 0 Store No. 478 Drawn by: jEG Approved D owing No. ISTEP #21 LAY CARRIAGE DOWN ON TRACK WITH THE ANTI -TIP ANGLE EALING TOWARDS WALL. PIAGE Z-RAIL OVER THE ANTI -TIP ANGLE WITH A MAXIMIM CLEARANCE OF 1/2" BETWEEN PIECES AS SHOWN. (ANCHOR Z-RAIL 9 WITH I/4" HAMMER DRIVES OR EQUAL) STEP #I PLACE PERIMETER TRACK ON FLOOR WITH A MINIMUM DISTANCE Or 2 I/2" DETWEEN EDGE OF TRACK AND WALL. (ANCHOR WITH 1/4 " HAMMER DRIVES OR EQUAL.) SCALE: 3" = I' - d" CARRIAGE ANTI —TIP PETAL I/O' pcici THICK STEEL ANTI -TIP ANGLE WELDED TO MOVING TRAY ARRAS SEG1ION 7-0 I/O' THICK STEEL Z -RAIL 520)52D TO SLAP W/ I/4 " HAMMER DRIVE ANCHORS 1 li 1 NTE1 WALL FLOOR 199!) o d � - — R E, \ - -'c- 00 0 00 _ o © .- 00 PRINTER t, r I 8 ,, I re REGISTER RESISTER REGISTER RESISTER = �- . a GENrRAT d � - — R E, \ - -'c- -- _ o © .- 00 PRINTER t, r - 8 ,, - RESISTER 1 REGISTER REGISTER 9 - X 3 - WIREWAY F -2 SCALE: 3 /4" r - d" SCALE: 3/4" = r - d' FIFJ_D cur TOE SPACE SCALE: 3 /4" - r - d' SCALE: 3/A"' = I' - d' TELEPHONE JACK MODEM TELEPHONE JACK VOICE - PUBLISHED `3" X 3" WIREWAY "DEAD" END INSIDE ELEVATION — ISLAND COUNTER u4 RINSED COUNTER DOOR "ACCESS" END INSIDE ELEVATION — ISLAND COUNTER QUADPLEX.OUTLET (TYP.) INSIDE ELEVATION — ISLAND COUNTER INSIDE ELEVATION - ISLAND COUNTER TELEPHONE JACK CREDIT GARP 3" X 3" WIREWAY FIELD cur TOE SPACE RINSED COUNTER DOOR 3 " X3 "WIREWAY / PLAN VIEW — ISLAND COUNTER SCALE, 3/A = I' - d' ISOMETRIC - ISLAND COUNTER D (ler NOT TO SCALE DEC a_ X Drawing No. 0 Store No. 478 Drawn by: AEO Approved DISPLAY CASE SIGN • lvi EAGL •UTFITT �S 0 STOREFRONT SIGN X019 PAINTED SIDING AT STOREFRONT UNFINISHED CAST ALUMINUM LETTERS (DO NOT POLSH, DO NOT SANDBLAST),WITN MATTE CLEAR SEALER COORDINATE LOCATION OF ADDITIONAL BLOCKING WITH GENERAL CONTRACTOR AS REQUIRED. 3' ALUMINUM C CAANNEL, MILL FINISH, CLEAN AND SEAL, FALSE BOLT HEADS 24' O.G., OPEN ENDS. SUPER -SLIM T5 FLUORESCENT FIXTURE I'x3/4' MILL FINISH ALUMINUM TUBE, CLEAN AND SEAL, ENDS WELDED CLOSED (NO PLASTIC CAPS). 1 14' ALUMINUM ROUND BAR SUPPORT, ALIGN WITS BOLTS ON FACE. ALUMINUM PLATE TRAY, MILL FINISH, CLEAN AND SEAL. SOLID ENDS. AMEREcAN E AGLE OU F � RS 0 0 T DETAIL AT STOREFRONT SIGN MILL SCALE M I I/2' 3' UNFINISHED CAST ALUMINUM LETTERS (DO NOT POLISH, DO NOT SANDBLAST), WITH MATTE CLEAR SEALER EXTENT OF TRAY BEHIND SHOWN DASHED. 0 FALSE ALUMINUM HEX HEAD BOLTS 9 24' O.G. FROM CENTERLINE. 08.03.99 BAR PAINTED WOOD AND GLASS DOOR BY G.C. ATTACH BAR AT INTERIOR OF STORE DIRECTLY TO FACE OF DOOR, SCREW THROUGH FACE, TOP BAR ONLY. +40' AFF FASTEN INTERNAL CLIP TO DOOR AND ATTACH PULLBAR TO INTERNAL CLIP WITH FLUSH SCREWS TOP AND BOTTOM 11/4' SOLID ALUMINUM LETTERS, WELD TO FACE OF PULLBAR, ROUND ALL EDGES. 34' AFF PAINTED BEAD BOARD PANEL AT BACK OF CASE. SUPPORT PINS FOR LETTERS AS REQUIRED. THK UNFINISHED CAST ALUMINUM LETTERS (DO NOT POLISH; DO NOT SANDBLAST), WITH - MATTE CLEAR SEALER, ON PINS, MOUNTED TO BACK PANEL OF CA5E. I I/2' ALUMINUM C,CHANNEL, MILL FINISH, CLEAN AND SEAL. c :4 2 I/2' DETAIL AT CUSTOM PULLS I/2 FULL SCALE I I/4' C DETAIL AT 'DISPLAY CASE SIGN I/2 FULL SCALE 0 2 1/2 FACE OF DOOR STILE BEYOND I 1/2' X 3/4' NOT ROLLED TUBING WITH MATTE CLEAR FINISH. 2 1/2' 2 I/2' MITRE TUBE AND RETURN TO DOOR, ATTACH TO INTERNAL DOOR CLIP U/ FLUSH SCREWS TOP AND BOTTOM. — 11/4' SOLID ALUMINUM LETTERS, MILL FINISH, CLEAR SEALER, ROUND ALL EDGES, WELD TO FACE OF PULL BAR 08.03.99 — I/2' MK. UNFINISHED CAST ALUMINUM LETTERS, MOUNTED ON PINS TO BACK PANEL OF CASE. ALUMINUM HEX HEAD BOLTS 14' O,C. FROM CENTERLINE, 08.03.9° BAR BAR Pq Store; No. 478 Drawn by Approved Drawing No. 0 0 U U1