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HomeMy WebLinkAboutPermit D2000-140 - SOUTHCENTER MALL - MR RAGS - TENANT IMPROVEMENTMR. RAGS 1008 Southcenter Mall D2000-140 City of Tukwila DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9004 Permit No: D2000 -140 Address: 1003 SOUTHCENTER MALL Status: ISSUED Suite No: Issued: 06/26/2000 Location: Expires: 12/23/2000 Category: ARET Type: DEVPERM Zoning: Const Type: II -N Occupancy: STORE Gas /Elec.: UBC: 1.997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: Contractor License No: BISONCD002D7 OCCUPANT MR RAGS Phone: 1008 SOUTHCENTER MALL, TUKWILA WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT GAIL KELLY Phone: 310 -328 -6300 1327 POST AVE #H, TORRANCE WA 90501 CONTRACTOR' BISON CONSTRUCTION &DEVELOPMENT 13323 WASHINGTON BLVD #206, LOS ANGELES CA 90066 *• k****• k• k**** k*********^ k*****• k• k*• k**• k*******• k*• k* •k*k•k*.***** *•k*•k•k* * * * * *k•k* Permit Description: INTERIOR TENANT IMPROVEMENT /ALTERATION • k• k• k• k• k**' k kkkkk • k• k• k*• k• k*• k• k• k**• k*• k• k***• k• k**• k***• k**• k**•k k• k*•***• k**• k** *k* * *•k * * *k* **•k*•k•k** * * *•k **. Construction Valuation: $ 69,750.00 PUBLIC WORKS. PERMITS:` *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Fill: Landscape Irrigation: N Moving. Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer - Main Extension: N Private: N Public: N Storm Lira inage: N Street Use: N Water Main Extension: N Private: N Public: N * *•k *•k *•k * *•k * * * * *•k* ** ** *******************- k*• k• k********* ** * * * * ** * *** * *•k *** *•kk*** * ***. TOTAL DEVELOPMENT PERMIT FEES: $ 1,297.69 *********************** •k*** **•k•k•k * *•k**•k * * *** *•kk• *** • ** ** * * *•k*** *•k *** *** **** * * ****** Permit Center Authorized Signature: ✓V M - Dater, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature _- -'f i g.- Date: 6 / I6`Qa Print Name:_ _Kayta faLfL4j This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • A11 ,mechanical work shall be under separate permit issued by the City of Tukwila. . All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington - State Energy Code (1997 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8,. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 9. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. C)CY CITY OF TUKWILA V) 0 V) ILI V) u. uj 0 ZI- g:3 • < p, _4 P' uj 2 a Do 0 — CI 1- u j u. - 1 6 . Z al Cl) Address: 1008 SOUTHCENTER MALL Permit No 02000-140 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 05/18/2000 Parcel #: 262304-9004 Issued: 06/26/2000 Permit Conditions: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able, until final inspection approval is granted. 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). . Plumbing permits ,shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be insPected by that agency, including all gas piping (296=4722): 0 P c elfenan :� /` ef c M do 1!r ;Ail' ,pij' • • 4;re0) 1 1 00 8 Sou I.r 1 �a 1 , Valu Co ction: lV 4, - 7 .9) 1 Site Address: i r f•C4,.1iZ �w 4 -' _ ity State /Zip: Tax Parcel Number: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none El other (specify) Pro arty caner: Area of Construction: (sq. ft.) Phone: Street Addres -) V City State /Zip: 4- �7 .. Q cP yv =i Fax #: c:3 / O :3 S 0.s 3 6 Asa Contractor: @��" .J Phone: Street Address: City State /Zip: Fax #: Architect: C� / a PQ � p � - Phon . /O 3 C O C � Street Address: ( ,D-4Q '� Po - -- �" City State/Zip: o r A 9050/ Fax #• i 0 3 3-3 )-.S ,o Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: - �; I (� K � 9t) 5Q / Phone: 1(?" 3a (3^ 63 D e, Street Address: / ar1 P s City State /Zip: -2 "V. I ricoti r ku c CG. Fax #: Description of work to be done: /' Existing use: El Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SS ool /College /University El Other Proposed use: Lrf Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /Universit ❑ Other Will there be a change of use? C71 yes L7 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none El other (specify) Building Square Feet: c97(0 0 4 existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes LYJ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT.REQUEST;FOR PUBLIC<WORKS SITEJCIVILPLAN„REVIEW,OFTHE FOLLOWING (Additional reviews may be determined.bythe Public,,Works Department) , ❑ Flood Control Zone ❑ Hauling El Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous Date a piked() accep d CTPERMIT.DOC 1/29/97 '�'h7a.'!�atCu.C'.�:' �, .: . . n+ tnmw++ ntrM' urr+ vrnr�. sa• rNx. e. �. rs�, v.,,�.»..rnnw.+.w.v...- . Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: Date ( FOR STAFF USE ONLY Prolect Number: r , Permit Number :D2b 11 10 (771 Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. App1 ati n rkinitials) PLEASE SIGN BACK OF APPLICATION FORM z ~ W 00 1n W = 1.- U) Li. w 2 u _ cn • w z � 1- O w ~ U • O O 5 O 1— wW I- u- O ll l Z O - O ~ z BUILDING OWNER OR AUTHORIZED AGENT: Signature: I / C' J!l jz, Date: 4:::t O d ' ; � � �'d3 P — Print name � _ Address � 3r.. 7' 4440 • Cit /Staff / f � . _ v 01:4_ 9oSn1 � ALL COMMERCIAL/MULTI -FAM(" TENANT IMPROVEMENT/ALTEMITION PERMIT APPLICATIONS MUS1W SUBMITTED WITH THE FOLLOWING: D ALL!DRAVWINGS'TO LIE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, TRUC' STUf1AL EftINtER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED 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). Tr 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). ❑ ,13/ Floor plan: show location of tenant space with proposed use of each room labeled ❑ a 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. [7] Vicinity Map showing location of site ❑ n 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. ❑ 0 / Indicate proposed construction of tenant space or addition and walls being demolished U Construction details ❑ CI 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. ❑ Ef Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Lid ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ CI Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ CI Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO AP FOR THI PERIL CTPERMIT.DOC 1/29/97 z w U0 CO co Li] J i- H f.0LL w 2 � CO x w z ZO w w 0 � 0— o I— w t— u. O w z U = 0 t- z II aj ; Ala Ala '1) s• • f ' • n. f: `1, * A * *** Ar* A A. * A * A * A A. A it * A k k h • * * * Yr A. le k * A- A. A * A A.* A- * A A 4c A A ** A k * * A- k A. A- k k A h A A. A- A ' 61.4 CITY OF TUKWILA, WA. .1') 2 -00a - - 11-4 TRANSMIT , 1RANSMIT Number:: R9800307 : Amount: 708.25 06/26/00 09:06 Ito.•. Method: CHECK Notation: BISON CONST In it: WER .i _.. Pcrmit No: D2000 - 140H.Tvpo - : DEVPERM DEVELOPMENT PERMIT f Parcel No:. 2623047 !g _ Sike Addr'esst1008 SOUTHCENTER MALL r .:...._: ,. . : Total Fees.: 1 ' ThAs :12yMent.. 78825 . Total ALL Pmts: _ . 1,297.69 Balance': .00 ..kis..A.4 **4r1A*A*0*41%0.***44***A.04A*4A44*A*A*4*******1‘440.*A*0*4+A4'***A* Mccount-Code Desoription AmounL r • 000/822'. . •BUILDING --- NONRES 783.75 ,.„! •.--- • Fl 000/286 '104 STAIE-BUILDING SURCHARGE 4.50 .........._....,................................. .........,......._....,....._............... w CC 2 II c.) Q co w L . L .1 CO u„ LU u. < co — 0 F ui Z 0' Z W Ilt 2 3! u)! 0 I—, W LU a• 1 I I 0 • Z (1) 0 F". 509.44 1 st**** sl * * *sl ** * **A* * *•�:*st *•A�:.l *A 0 �•¢.!$• •�cAA *14. A•* A�: t,••;* .% :.a;t:*•A*•A1,f:4•k'•1•• .GT'PY o CUKl�TI A. 3V f1 Reprinted: : (1 J; 113/ii0 :tt)., 1(:, (l�iii�ai�T'f * * rok ivAll*A *•A *A* ** * **A * *k:* *A• *A ** std**• kk**** sti :•A***AA *•A* * *si*st1.AA * *. ** TkO SMIT Number: !?9800286 Amount: 50:) „ 44 05/13/00 10:1.5 PVr'm it.. MQ2 D2000 -•140 Type: D .:VPEUl:t 1 E:VE:LOPMENT P :UNIT Parcel No: 262304-9004 S i to : tddr 1 x008 SOUTUCENTER MALL, 'I ota1 Feet: t 1.297;.tY 09.44 1 ata l ALL. Pots: 509.44, 13 al ance: :7135 st * *,st * * ** * * *** :** A*:ry*• k * ** *slsk• **•Asfstsl *•st•A * **A•* 4 ** rot * **1.A•h * *rot••kA4..A.•k **o. **., Ac Grade Descr.iption Amount .0:00/345,13b0 P1..;)N CHECK .. t•iClNRES 509.44 4443;05/19 9717 TOTAL <ko,S •,t.,..ia:.�6 J..,t.ti, .;,:1.._, .c,. ;1h�.�aa 1w�i•aeti:e 7i�.hMV Mi.t�,SKridE ei,, fi alrf.3+ckv'f:t�w »� +.w,ui Ptak � o rn W W 0 co 3 2 2 • H Lu V �O NI O H• W LI 0 ; Z U u` ott 2 p t -.--, S T pnf pectic: _ I (j\ 1 l dd � % `_., t D ..... : Special instructions: date wait � m. J p.m. `- 1 l Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 COMMENTS: Ins pproved per applicable codes. El Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .r:.u.n:L7y::..�`:.a�'a'i: CGS. ' .rS..�...• �...�: /,(17-tr_., Date:8 :4Hrra:.u ._:.:�e.•= ._ �- ::5.•.sxa PERMIT NO. l� .... ..... S., Ca.,. r......;; 1 ..«�.a+(�a€ iavt..A..::ta:�4u1; t«�cr5+i,,.v4 i, s� }'v'ia {Lau;.Kti4:k^: sY'' 4.01:444 ci * la;k't' '':yaa�1�'fiwa et Yaar 'tif cpit4;.tStk Pro a t: Z(4& Type gUnspect on: le*— 5 v /GOItf.(UC Address• /DD e ' SG It�WR∎ Date I M Special instructions: t #47'eL I ' Date d: / D ��,,,� p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. t 440 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: OO ru .& 4kt_ , r77 c' , c,/ e.,(/ TO 7VG fi ec6,47Lrf1» ' $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: L• 1..'....,. Uas' ':t,..<.,...0:.:.7..::.: '.':e ... : .. .... ivc n; a::;' J,' i 3; a';' iF"'"}..: s` si,. a.+ m. Y .'w.�aK'.r {L"ua• ^sb ��d.r ' 'Y' •• x ua' "d6•ac..ds s: ,�"._a::ida Y:l a,4.0 =:v::r 5.•riy:Y, fix'; «ss. .�Swit`.i1 «6:e4atiAw,.43e .. °+ 'x5�ra41 �k:. ` ;;,,, %kr' st CC W ` rJ • 0 y O WW J CO IL W 0 : 2 �i LL I— 0 Z I— D O, 0 =I` O I— W W U. I— - O ; W Z .. O Z Project: j A4 , 4/4G T a of Inspection: /h - /c ,eEcii A . ' re • / ' Cc_ 04 Aix- Date called: \e/ 7 Special instructions: ' P Date ted • ���� a.m.' p. m. P.m. Reguej MA. A1076. D i -- hO 91 ,0.1.1 Phone: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 So uthcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: l Date: L' "..:..r- gad:. x:: �:• s:« �' �.«. d., i..:.:.:....... a. �r:. :....d.:e._,:.:::)o:.iax`:a,.w� .. ., t.,..,'t ash...S. :I /IL ,l4u...; 7/to'S t:6iii:. { ia3i:AtaSel StHiik t" ` Z w W VO COO N w N W O 2 g W Z �.'. z � ju V O W W ' ~ � w U o z COMMENTS: /h - /c ,eEcii VortrA1 C e-sFit• Cl (UA A esn -ice t \e/ 7 gic tr' 70 577 Pe -s Az? A M / .r g g -( g L Aecci /T2 C/7, Rang /c-S / /%6 -P mtf J,' -a? '` A1076. D i -- / Ins to / i D c a 0 0 ao/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 So uthcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: l Date: L' "..:..r- gad:. x:: �:• s:« �' �.«. d., i..:.:.:....... a. �r:. :....d.:e._,:.:::)o:.iax`:a,.w� .. ., t.,..,'t ash...S. :I /IL ,l4u...; 7/to'S t:6iii:. { ia3i:AtaSel StHiik t" ` Z w W VO COO N w N W O 2 g W Z �.'. z � ju V O W W ' ~ � w U o z COMMENTS: ELE -CreIC C. A t2(44-Q. lD 0 ac t) t Date called: A T` /c, '/,47 ; �'~ 14c e :cr(,tA) 5 us p-,trp 6 CCF 2 i,- ‘ nq (cs Ce P si c-T I Date wally ' 7 a '• P.m. R 4- (67 tjWS - Phone: _, 1 / Pr C7 S Type o pectiion: SUS A-f C Ce rC.ri- �"11� Addr-s • , Al is Date called: Special ins ructions: Date wally ' 7 a '• P.m. R 4- (67 tjWS - Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Insp,y I Receipt No: 06 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspec4ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: > mac•;: r_, f ^x ; •- '�� ,;, z:a.. r :• ?SSYs.rsY.a'sL'w�.o+1W_:z:;. pfd•: N?.` li. w.. ierJS4. a., xnsy >:.�r7S..i��.+w�+ns�'�.,'�R, ai. ,E,4,0101/4, ,L",�' d!.+",i f}rW:dC1•'e..tL an iYtmiva a ^auA i«tYurSkiiv.�nx9 !iaf� f 3 h U O N O W = `. J F- W O_ 2 g = d' = ' Z 1- O: W I-. D O , O to O H, LL- W W I ll z W co Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Ai r fia Addres Specia instructions: Type of Inspection: ate called: 6 Date wanted: a.m. P.m. Requester: Phone: COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: 2 '‘e5 U $47. 0 REINSPECTION FiE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: • s .« � ; sue . �- � ��• : , .. A ii. 41' .. ilioar ^re l!. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: a/3 f r Zeti $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: MIL Lk�. liaxiY : ■"datt• J xhd tuc: eikkiv4: V4 e�ti.�,�f >kss�4 , Type of Inspection: Project: ,4 / , r/>� ��,,n Addres Date called: Special instructions: Date wanted: ty a.m. /'2� p.m. Requestey , /� G(.� Phone: /� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: a/3 f r Zeti $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: MIL Lk�. liaxiY : ■"datt• J xhd tuc: eikkiv4: V4 e�ti.�,�f >kss�4 Project: ,— Type of Inspection: /'eel Address: �fi+0,/0.2. 1 r1i () 1.L� j �)y�, • f`!4L-C. / Date called: I. ' 4- / ! C-.)/ \ Special instructions: Date wanted: • / -• - c.) Ca_� p.m. Re ester: It 1, Pb ne: n INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 gbCo PERMIT NO. (206)431 -3670 Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: 4-1 .Ffr& 4/z s /1757-7, Inspector: L El $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite, 100. Call to schedule reinspection. Receipt No: Date: b....;..:; � ` »c { f44 n- •'r ik+.rta.!e:hi • X11;•:- "itnlartr :4:,, 4sra o4 iea� , 1 '4 4.1 afSb, m.fiw,ri1 ii ��'Urs'tiiuS .t :i• INSPECTION RECORD 1 Retain a copy with permit it PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 N(206)431-3670 INSPECTION NO. Pro ypc Address: Special instructions: o� PCI1/41f...(6 Type f Inspion: j S.v `z// Date called: Date wa7 : R itesNVfertiLS Phone: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: d ()/ 4 1 Date: 0 $47. INSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: W01, ..4•1i':NPci,V l td l' y; • KOtace !%d•.uNY& sai'� - .f r+xfaY�N ris Approved without correction notice Approved with correction notice issued 0. %. 7 ;'+.77,1; 1r*�cr, 7 City of Tukwila Fire Department Project Name me 26:1 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address / 1 5 r c . (, '1 , LL FINALAPP.FRM Retain -. `current „inspection. . schedule Needs shift inspection prinklers: 7L Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature sc\ 5 b Rev. 2/19/98 iYi:. y c ¢7A ' {iu:.�.N 3.otA7u. ",titC. ,..�. -^. 4'�,.♦ •' ?-r t .;ry e" • Permit N Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief D -14o wi- Oos - 9,4-3 r 3,0 to - 1 L? Suite # 3H b Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z W 6 JU 00 . CO 0 W= J � W0 Q Q � LLQ co � Zo W iu U O N � I- W HH u_ O wz 0 H z MALL SPRINKLER ROOM EXISTING ELECTRICAL PANELS TO REMAIN STORAGE PAINT WALLS & DOORS AT STOCK, TIP. C)PAINT WALLS & DOORS AT CORRIDOR, TYP: 111 South Jackson Street Seottle,Washington 9804 ( 206) 223-5555 SOUNCD11ER MALL • 631 SOUTH BLVD. 1UKMILA. 88 SPACIAL Fax (206) 621-2300 VIF D 2000 Rio NBBJ mR.RAg Job Numbe Dole Drown By FILE COPY YELLOW STRIPES W/ NO STOCK THIS AREA" STENCIL ON THE FLOOR FE • t-L) r 41048.17 a,CPM D 26 July zu00 GAR 1 FIRE EXTINGUISHER, TYP TYPE 101B. ABC ACCESSIBLE FITTING RO IF I F M C\l' 1 t Oti IU1/0_ kYi0`1\-) 5-8 " P,116 '1 20 LA JUL 1 2000 z w 0 co U) WI -I 1- U) w —J 2 g D I a I- al Z 0 Z LU 11) n c.) w 0 — 0 I— W r: Z r 0 AUG -09 -2000 17:09 Memorandum cOPY NBBJ RETAIL Let me know if you have any other concerns. per h i x 6ykanen 1516 Melrose Ave, 11201 Seattle, WA 9 0 12 2 P: 206 264 7784 F. 206 264 7769 206 621 230 P.02/02 RECEIVED NeeJ AUG 0 9 2000 JOB NO. •/7 ORIG. CC : Project Data no W van 2 70 NSBJ DATE August 9, 2000 00 III South Jackson St. PROJECT Mr. Rags N 0 to w Seattle, WA 98104 Ceiling Support PROJECT NO. u) Fax; 621 -2305 w O ATTN Jeff Rossi BY twp 2 g 11 u- < td D I— w HO The ceiling at Mr. Rags at South Center is constructed using 6 x 6 W1.4 x W1.4 welded wire mesh in 4 by W f' 4-foot sections. Each section is supported by 8 twisted ties using 16 gage, annealed wire produced by 2 D Sherman Wire. The annealed wire has a minimum tensile strength of 50,000 psi. U 0 O G I.- , w W I— F O : al H I z The weight of the mesh is .21 psf, or 3.36 pounds per 4 x 4 foot section. The load on each annealed wire is, therefore. .42 pounds. The capacity of each wire tie, based on .45 Fy in tension and a wire area of .0032 square Inches is 73.8 pounds. The factor of safety for each connection is, therefore. 175. This is more than sufficient since a normal minimum factor of safety is 1.5. TOTAL P. 02 STORAGE PAINT WALLS •St DOORS AT STOCK, TYP. MALL SPRINKLER ROOM EXISTING ELECTRICAL PANELS TO REMAIN CD °PAINT WALLS & DOORS AT CORRIDOR, TYP: 1)2000' 1q0 NBBJ mR. RAg s 111 South Jackson Street Seattle,Washington 98104 (206) 223-5555 Fax (206) 621— • .5aulHOENTER BLVD. SOUTHCENTER WALL 631 esig MACEAD452 tuKWILA. WA WM --evIstorc --E- COPY_ Job Numb Dote own By YELLOW STRIPES W/ ° N0 STOCK THIS AREA STENCIL ON THE FLOOR FE 1 FIRE EXTINGUISHER, TYP TYPE 101B. ABC ACCESSIBLE A..I ) 16 \, „ EIT11NG RO c L" C 6'6 er 41048.15 ( 26 July 2000 F M 15-8* Vir GAR UL 3 1 2000 2. I.L.tt.Atnft.tM'I6ZSEf:.....a ==••,2.4yetry z w II 00 ca 0 w 1 .5 0 ft. uj 0 u_ ZI- (12 a Z UJ 2 5 p NI 0 0 I— ILl u i ..z IL. 6 w t.) co 1 0 /-* Lighting Summary wemmies Nina NSW &imp C • vor ens .1. • IWO Oil IMO. Imo I ...NA • .. • - a - • • 411.0d le VIA 41■11/11W RAO Ir11.111 ' • .. 'Project Info Project Description Protect Address or(A)re e 'flu, L4=44 tAJA Appicem Maim Mg. 'RA& Applloant Address: Applicarn Phony: I itnrprqt 0 New &iIdPi 0 AcktIon '" - oo For Budding Deosrunara Use ALE COPY thnt the Plan Cht?r.le !Compliance Option I 0 Plescrodvi til Lighting Power Alcrivanoa 0 Systems Analysis (See Qualification Chstiglot (over). tndlcate Pfeetnottre & IPAisoecse dearly on Alteration Exceptions (ohedt appropriate box) I No charges are being raids to Via Lighting (a Lan then ea% of am tauten am new. and Installed liglektg indigo Is not being Inoreasad Maximum Allowed Lighting Wattage (Interi cierfat4t tub* In the NAM Technical Reference Mamma troy also bs used. Lamson poor/town no.) LAS STOtAL rir 1.6r 4 Occuasnay Ossoriardon From Table 15.1 (over) • documwe ad exceptions Minn from iceman Alowel Watts Der fi .o J. 0 l. 0 a5c3 P.G 0 Ares hi ftt Allowed x Area P500 AbO as Imam Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Taw MIcrwedWattli for hned0t1 =MCA (1oor/rcom no.) S SALe. %ye.. 5 ,44.4s 'To put. t" 3.1 0 p tec • A•9 At.t- v r.1-• s pocer Location Total Pro Rose Oesertodon Osealption Use alit Mad MaliffIJOT Input wattage. for Wines with harcheired balms only. the Number at %lures r Og.ft..4 5 9 Watts/ Mum r A.Arr G.x. 1 P7 To 6 9. (c40 5 Proposed Lighting Wattage (Exterior) Uaa mfgr Sated maxirnuminpul wattage. For taunts with hatchwked balloon only, els AA ST Al 4.1 Mitt) 'hOt..)x) tcr Total Proposed Wine may riot meat To Mowed Watta for Interior Totai roposeo Warta (team telsie In lie NREC Tan ical Reference Manual may also be used. Number at Raters. tai Pmpassa Wane MS MSS *Ale Me Wads Propzead E /A PT ExemPr 3.9.4 a s - to'.' LOcetton Cinema P smog Open Partery Outdoor Areas Bldg. (by foam) puon !!g. (by point) Note: for Wilting exterior, moose ether the tame arse or the perltnevat memos. but not both) Mowed i Walls pet It' arpstlf 0.2 vone 0,2 WO 02 Wai 0.25 W/fe Aies In ft (or If for perimeter, Total Mimed Watts glowed Watts ate (ore 11) Proposed Li hting Wattage (Exterior) (144sy nal mew Tow mowed Wens kw Exterior) . , Masi I FOrtunt Flaunt Wass Prott11.11EIV D ILA MTh ■■• . , `," z LU 6 5 -J 00 (0 W W —1 1.- W U. t u o g 1 co 3 1 .1. 2 Z 0 Z l— ilt uj 0 0 — (3 1— LU L u L I 0 tii (.0 0 — rz 0 1- z Project Description Briefly describe mechanical system type and features. I Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER rt�ET IPLV Location -,='- / -:-•„;:-,./ ,',v,: r....e p 2 c f . ,- z , ,—. 7 .: ,-2 -. c.4 , ¶ , ._ r: ;r• rl,,!'_ 6,0 e y 'C : C 42 �• r' I , C — --- I r-K• , Heating Equipment Schedule Equip. ID Brand Name' No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency` i'l / rU S. ,J , ' ^ j M J o � del f „� �G �' J 1,,!. tJ •� _ . - . • it 7 7 r , _ r . r. l_. ec anica ummary MECH -SUM 1991 Washington Slate Nonresidential Energy Coda Cr Forma Project Info Fan Equipment Schedule Equip. ID Brand Name' Project Address \ Applicant Name: Applicant Address: Applicant Phone: Model No.' Date c•-- ir., /.* /1 L. („ + 5 ^ i '] For Building Dept. Use CFM SP' HP /BHP o Flow Control rat Edition . June. 1998 Location of Service /- , l• •w• : re C3 'If available. 2 As tested accord'ng to Table 14-1, 14-2 or 14 -3. ] If required. ` COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), ormariable speed (VS). re ? U O w 0 V) W '; N i W O fl W uj U 0: O N 0 1-; W W ' r — u. 0 . Z W N : 0 ' 2 kiliaalialillfilliMpi 1997 Wunngton Stars Nonr:sictsnti Energy Coat) ill as Forms First Edition • Juno. ma Project Address a,....Ca if.. / , tei,„*. .5.07 �C, 0 f Date 7»! �'- '� The following information Washington State is Nonresidential necessary to check a mechanical permit application for compliance with the mechanical requirements in the Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required I Location on Plans j Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance � i 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule f 5- 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1412 HVAC controls 7.f.? ‹ 1412.1 Temperature zones Indicate locations on plans ,...-:e 5 1412.2 Deadband control Indicate 5 degree deadband minimum e. 5 1412.3 Humidity control Indicate humidistat .. 1412.4 Automatic setback Automatic setback Indicate thermostat with night setback and 7 dill. day types Indicate thermostat with night setback and 7 dill. day types y 1412.4.1 Dampers Indicate damper location and automatic controls r c 1412.5 Heat pump control Indicate microprocessor on thermostat schedule ';7"..e.?.. 1412 Combustion htg. Indicate modulating or staged control Y ` r J 1412.7 Balancing Indicate balancing features on plans , y 1422 Thermostat interlock Indicate thermostat interlock on plans /� 5 1423 Economizers Equipment schedule 1413 Air economizers 7, 5 1413.1 Operation Indicate 100% capability on schedule 1 ( 1413.2 Control Indicate controls able to evaluate outside air r e-( 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems 4 / lV 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R -value of insulation on duct Tor . '1415.1 Piping insulation Indicate R -value of insulation on piping „ / r 1424 Separate air sys. Indicate separate systems on plans Mech. Sum. Form Completed and attached. Equipment schedule with types, Input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. - 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools 1452 (reserved) 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover If "no" is ciretari 1454 fnr milt/ Pools 90+ degrees nnnc•enn n....J..7.. Indicate R -12 pool cover . _i___.:___ p•' '"-' cnfJtattaNVrl. - '...- -.a x,•1n -+r Mai 5sN 3T4�AA".!^:'. t?° kNIPYP ,'!t'!*Y!53; n . 1.'._" ye_°.".: �mi')' ircn .»rv » *ce�e:w +�s�+rt•a�w+s!n xr�wrnc..o...:. ....nzpv " . . rs, 5�va :- r Z W � . �V. 0 • 0 W =; • u W aa O to • m' Z CI 1— W Z �. II-0' Z W 0 O N ' D W W' P Z 111 CO O Z _, _......`,, S F ? 76 E 6---W Date r. The following additional information mechanical system for compliance Energy Code. Use the checklist CHK checklist for additional official record of the permit. alternative. is necessary to check a mechanical permit application for a complex with the mechanical requirements in the Washington State Nonresidential as a reference for notes added to the mechanical drawings (see the MECH- system requirements). This information must be on the plans since this is the Having this information in separate specifications alone is NOT an acceptable For Building Department Use Applicability Code (yes, no, n.a.) Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 14) /q" 1431.1 Field assem. sys. (Provide calculations I I 1432 Controls -7P r 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans .— 1432.2 Temp. reset control %—,.,.' 1432.2.1 Air systems Indicate automatic reset Q/ A 1432.2.2 Hydronic systems Indicate automatic reset f) 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption :',1,r 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Other ,r /A /V 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations ,w� /VA 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency "no" 1438 Variable flow sys. Indicate variable flow on fan and pump schedules If is circled for any question_ nrrwiriaa oY I an t ton n• Mechanical - Cornpl Systems Checklist MECH -COMP 1997 Wautngton State Nortrasaarittal Energy Coos a Forms Section 1432.2 Hot Water Suppl Temperature Rae Controls Require Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Capacity of HIV Heating System Greater Than \6lO,0OO Btuh? No ( Start) HereJ) y Section 1411.1 Equipment Perf. Shall Meet Tables 14.1 through 14- No Air No System Field - Assembled Equipment \ Serving Multiple \ones V Section 1431.1 Yen i Calculations of to- Total On-site Entr • Input & Output Required Yes a► Section 1432.2.1 Supply Air Reset Controls Required (continued on First Easton • Juno. lase re 2 Ut 0 0 (0 D: rA W W J LL < Z I` Z � 11 LU U O N O = W IL. 0 LLI Z U tea O r1 VtGl.l nUU4E$$ f `� Date � f(l J Complete the polyphase one of the following for motors from 1 hp exceptions below al) design A 8 B squirrel -cage, T -frame induction permanently wired to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless applies). For Building Department Use - Motor No. or Location HP Type (open /closed) Description Application or Use Synch. Speed Min.Nom. Full load Efficiency HP l 2 -a �i az i .5� � 1-i r -z ,y r g s� q t y .-- x-..-1 /d a..s -f -- F i�/� 4 Ted Se.-- c 4-e._ - ';,s c C ..--•-- Minimum 4 Nominal Full -Load Efficiency Exceptions: 1. Motors in systems designed than one speed of a multi -speed 2. Motors already included for HVAC equipment Or 14 -2) 3. Motors that are an integral easily removed and replaced process equipment (i.e. equipment requires a special motor, such proof motor). 4. Motors integral to a listed equipment for which no qualifying been approved (i.e. if the only equipment is with a less-efficient there is no energy - efficient motor For motors claiming an exception, note which exception applies. to use more motor. in the efficiency (Tables 14 -1 part (i.e. not of specialized which as an explosion - piece of motor has U.L. listing for the motor and option). list motor and Open Motors Closes Motors Syncnronous Speed (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 mciency t' o) - i llta• requirements 1 � '1 '� ' a ,ate IIMMIIIIMIIIIMIN "•3 MI •" �i�, „� ��6i. mu- 1 am • c a • c r � � ��. r • c a • c , -� ' ,��a. ' •.5 r .0 • e ��a�c1 i I I • c ��:i1nai� 1 • • `.a� • , . • 5 • 1 200 94.e 95.0 94.5 95.0 95.0 95.0 1997 Wasns+gton Slate Nonresidential Energy Ca rtae Fonts w � Electric Motors MECH -MOT Fist Edition - June. 1998 . .. .. K.1211 7 %} 44"tik ?�M: 4+!VikrA5 t4VPIS'?$0,P'ST?2r}urrYP.wrie wriAArtroM tort rwrmar.Ai+:1Mreo,eAr+nrarorrrwr4 n?'ror, , Z It U O; 0 w w. w O J'- u_ co 3 t- Z F 1- O . Z H O — 0 t— W uj U U. ~O • .Z F== O 1 " Z 23 June 2000 City of Tukwilla To Whom It May Concern: On behalf Mr. Rags Since than Du ' rovner sident State of: California My Commission Expires: to x-3 Bison Construction Bison Construction, the following personnel are authorized to pull permits for the he Southcenter Mall (Space # D -452) in the City of Tukwilla WA: Kamal Tabatabaei Subscribed and sworn to before me this ? Please .' ct our office at (310) 821 -9311 should you need any additional information or assist County of: Los Angeles day of �� h , 20 Q e _AM.. KEVIN M. HALL _ ANL ./IM ► Commission # 1239396 Notay Public - California `r I►% Los Angeles County My Comm. Expire Oct 23, 2133 13323 Washington Blvd. Suite # 206 Los Angeles CA 90066 Telephone (310) 821 -9311, Facsimile (310) 821 -9604 DA lison 2000 Jobs \? 134 Southcenter Mall MRRAG\LcttemUkrmit Authorization Letter 6 23 00.doc to wit: DEPARTMENTS: KEN Building Division m lie 0-1 Public Works n Complete n TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D2000 -140 DATE: 7 -31 -2000 PROJECT NAME: MR RAGS SITE ADDRESS: 1008 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8- 1-2000 Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -29 -00 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: Fire Prevention Structural PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Planning Division n Permit Coordinator Incomplete n Not Applicable No further Review Required DATE: DUE DATE Not Approved (attach comments) n DATE: #i/ Y., �' �6! ann. rortam..:; �e. re q« nNnr: .rm�- ,�p.wm*'� <•nsm.•..».^v. <v pan.•:. w�« �n- n... w.:. pw- c•••.—• a«. ��. �..: �... �... n- vr, �e...*•.«. �.+ •ay.s�+r+a••wnn.•:Ky.�.gmMeAUN �U 0 0 N U) W W 1 } • Q F.2d � W Z ▪ O U 0 0= = 0 H = V O ; Cu 0 ~O 1" z ACTIVITY NUMBER: D2000 -140 PROJECT NAME: MR RAGS SITE ADDRESS: 1008 SOUTHCENTER MALL DATE: 5 -18 -2000 SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division I Avu (, 6 I•ao Public Works LIM mil 6-2 Complete \PRROUTE.DOC 5/99 Approved n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ritO Fire Prevention AWE ( -(-O' Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: (ten days) • n Planning Division IN itegt. Permit Coordinator DUE DATE: 5-23-2000 Not Applicable n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 6-20-2000 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions I I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff : Initials I I -31- • I Lott I I Summary of Revision: ` IM Received By: Revision No.. Date Received Staff Initials Date Issued • ''•Staff Initials I I -31- • I Lott I I Summary of Revision: A h , , , , A so — . s V f. ` IM -. . /. • �_ Received By: M t l (4n Revision No. • • Date Staff Initials Date Issued Staff Initials I ..._._... . •I I I l Revision I No. Date Received Staff Initials Date - Issued Date I Staff Issued Initials I ..._._... . •I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials I I I Summary of Revision: Received By: PROJECT NAME: r. . • PERMIT Jt. - 10,W0o 1 Q Site Address: 1008 Souk errtrr V141/ -- Original Issue Date: k4-,2Gbp REVISION LOG (please print) (please print) Received By: Summary of Revision: (please print) (please print) please print) z re W 00 w= N LL WO g Q . .Y2d 1 W zp ', 1 uj w D U O— D 1- = V ' ii z U N ' 1- O z City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/3 //0 O Plan Check/Permit Number Response to Incomplete Letter # 0 Response to Correction Letter # Revision # / after Permit is Issued Project Name: t■112 R A - e - � t S - S o t 7 R - t - C 1 1 e . M F-4 L Project Address:'Pf l-CE Contact Person: •�l - F-t GG r►.1 C ML^ Phone Number: P11*3 - 210 2 - C 3 ‘{ Summary of Revision: - n ELETEI7 ART H RC ? 1 FGA US E O F STRU GTUdei4 L, S LAB 4 KM 'PER CIIE14 - r t&) ET, M14LL e'ON CURS . G�.CIV CITY Of TUKWILA JUL 3 1 2000 PiD17 CGWTGR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1, I Gl bib° a in Sierra on 7' - d 0 06/29/99 R.t.h nmr.t, r 9rV.LI! mrd— gisf!IP .;/rrnn ,! !k. !1.a,- Wast,►l.!Vor .06I114_ 01206143!•3670 • Fax /2061431.3665 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -140 (510) Re: Mr. Rags - 1008 Southcenter Mall June 1, 2000 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 - 5754439 U 0 ' : cn 0 an w 0 i • Q en a • LU uJ 0 Ni 0 I — w w H u. O w z 0 � city of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 2 Steven' M. Mullet, Mayor 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 hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 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 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z r , w U -' 0 0 ? to o N w Li,' 0 g Q ` C3 . z � Z 0' co U 0 i- w ui ~ V`. - O IL/ z 0� O z City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 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) 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) 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) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575.4439 Steven M. Mullet, Mayor re 2 0 0. C u) w .. 9iE LL W0 q -J LL Q i d '. L H 0 ` Z i— w w ' U 0 co 0 I— ll! ui r . w z U =; 0 0 f" Z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 4 .0. (ow, W 0 ' Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) F--W 4. All electrical work and equipment shall conform z i_ strictly to the standards of The National Electrical Code. z 0' (NFPA 70) W W DO An aisle to and working space shall be provided for tr each electrical panel. An aisle width not less than o 21 2 4 inches shall provide access to the panel and 30 W inches of working space shall be provided directly in v front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) u. H` O Each circuit breaker shall be legibly marked to ()Si indicate it's purpose. (NEC 110 -22) _'; z H 5. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 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. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.5754404 • Fax: 206 - 5754439 Yours truly, city of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 5 s)?m;? Slo The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 re15 46 24 H w , SM DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 01/22/2001 EFFECTIVE DA 03/27/2000 BISON CONST &DEVELOPMENT LLC 13323 WASHINGTON BLVD STE 206 LOS ANGELES CA 90066 Dttalh And Display Certificate REGISTERED AS PROVIDED BY LAW AS� CONST CONT GENERAL REGIST. # EXP. DATE CCO1 03/27/2000 BISON CONST & D I .PMENT LLC 13323 WASHINGTON LVD STE 206 LOS ANGELES CA 0066 Signature Issued by DEPARTN T O LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold -enter -gxd 6/28/56 4 - C.6 BUILDING PERMIT INFORMATION in order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for buiiding permits are submitted to the Department of Community Development. Upon receipt plans are routed to the City's plan checker and if appropnate to the Fire Department Planning Division. and Public Works Department. The following documents are required I . A completed building permit application form. 2. Two (2) copies of working drawings. to include, but riot limited to, the following: a Site plan b. Overall building plan, c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/431-3670 FOOD & RESTAURANTS Food 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 Seattle or Kinq County Food Code For a copy of the Food Code contact your District Office, SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT's sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual Insurance Great Lakes Operation+Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 44070-5319 Upon approval TENANT shall forward four (4) sets of black line (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. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements. application for service, billing procedures. etc.: ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455-5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service/Billing: Tel: 20614641999 Installation: Tel: 800/999 -4964 I I TELEPHONE SERVICE U.S. West Communication F.O. Box 12480 Seattle, WA 98191.0001, Tel: 206(346-8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 CONTACT INFORMATIO TENANT FIRM iL + >XL.,' N iAt OiFte..) NXALX ADDRESS P,f t �� ` >Gr'7 his CITY �SX AT! 1�4 i f Pohon Aar EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 2061577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs • Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104-3103 Tel: 206/340 -2255 Fax: 2061340 -2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481 -7669 PRECONSTRUCTION MEETING Aminimum 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. • Insurance Certificate - The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 each occurrence and should reflect the following as '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. CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500' company check, certified check or, money order !, payable/ to: Southcenter'Jointi Venture Please v s have your Federal I.D. number ready and available. The deposit or any portion thereof may be applied by 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 or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied' as a reimbursement 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 deposit or any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the toll wing documents '1 on -site durin construction:, ' g m 9 • 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 primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A copy of the Letter of Authorization for Access (issued by mall representative at Pre-construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. 'TENANT'S S ARCHITECT Ni? � UD) f2fY jam( ACT dTffT 1 d) l 1 T ADORES � T l4, %M c C CT X20,6 621 2305 'nGSouthceccer.gad 8/28/56 4:06 AM Page 1 (2.11 WANSIMAAMA CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall mean 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. ASBESTOS MATERIALS In the event TENA, T'S construction encounters any asbestos containing materials (ACM), TENANT shall immediately ease 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. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipmeni and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of: 1) governing building codes. 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANTS expense. PROTECTION OF PROPERTY The CONTRACTOR shall 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 will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate fire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING 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 designated parking areas: There will be no construction, trailers allowed on the Property Parking will not be permitted in any of the driveways, 1 I fire lanes and truck docks except for temporary loading, and unloading, as approved by LANDLORD!, 1 DELIVERY, OF MATERIALS l ! The CON1 TRACTOR shall'be responsible to coordinate all material deliveries to the premises, whether' for construction, lecturing or merchandising. Allldeliveries shall be made through thelrear door of the premises either via the adjacent service conidor or truck deck, area. Contact the LANDLORD Odor to the delivery of materials and equipment which are too large to enter', throw h the rear t rea door of the Premises. An s'. 9 Y such item am to be delivered during NON-Shopping Center hours. Whew there is no rear door to access space. all deliveries, trash removal, etc.,' must be coordinated before or after Mall operating hours, according to LANDLORD'S' direction. NO exceptions. ' WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted the Tenant's leased premises. Service and fire corridors and truck docks shall be kept dear of dl materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive the prior permission of the LANDLORD for Wert( after normal working hours! r ' LANDLORD I' ORD 1 S E ION NPCT S The Tenant's'', construction work'will be observed) periodically by 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 Drawings and LANDLORD'S Construction Manual. i A, I i.fl 7 SOUTHCENTER:MALL JQ8 NUNBER f. SAFETY The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, strip work that is in violation of O.S.H.A. standards or which may, in the Landlord's opinion. cause, injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot' work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANTS ENGINEER OVi.eetitt ASSettrnd I FIRM O q N AL ' MAiKK txr CONTACT ' 22 o Noxvtd*JbALS ¶5LVD Sllrrf 90 ADDRESS tg roeaevlic MvJ 66 53- Sao -iyoo ,T g5 a- - a %raO PHONE " PAX welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible fer at damages resulting from a faiure to so comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power is not yet available. When permanent power is available, it 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. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for, changeover of utilities to CONTRACTOR and /or TENANT Account as soon as possible. TEMPORARY TOILET It wi ll be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location for a 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 barricade drawings and details). Where a barricade has been erected by LANDLORD using pre- formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate 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 feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non - operating hours of the shopping center of w itho without No barricades shall be removed or disma ed w u t ress written nt removed LAND Art ba rr i cade e xp I conse o the Y I I removed without prior consen wi ll b re construc te d by the LANDLORD at t he C exp T en se . l CON SIGN I I The I a ttar corn an he CONiTRACTOR is not to lids y p y name or sign on the temporaryl barricade. The CONTRACTOR shall postlall signage as required by mall representative for public safety' or general warning. BELOW GRADE CONSTRUCTION I Prior to innin a bel Construction and ce9 9 n any 9 con s und sla er'' !c f oed b con h spaces�the Contractor ; • Prior to Locating ' I Floor P T enant n oo Penetrations, s 9 Contractor must secure LANDLORD'S structural fl or engineer's o approval, see address this sheet • Meet hazardous confined space requirements. • 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 construction commences the CONTRACTOR must photograph the installation', in detail, both in progress and once 1 submit e ies of all o ce corm /elect ands m c p p I photographs, to LANDLORD. An Below Grade construction mu st b'e inspected b Y Pec by LANDLORD prior to backfilling, TEMPORARY BARRICADE CONCRETEI ' Concrete must be saw -cut or core-drided (no jack- hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either shutdown or protected to avoid contamination. MALL CONTACT MlkC NAME S outhcenter Mall 633 Southcenter Seattle, WA 98188.2888 Tel 206/246.0423 Fax: 206/244-8607 2'RSSM04,5een4er.444 8/28/56 4:06 AM Page l (3,1) INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior b any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the cotratdor may perform "noisy" construction (i.e. saw citing, core drilling, "Hilti" type fastener guns, etc.).;ontact the LANDLORD for restricted hours. LANILORD reserves the sole right to request that CONTRACTOR reschedule any activities deemed disruptive tvestricted hours. TRASH tEMOVAL & DUMPSTERS Trash Remeal -All trash will be confined to the premises ad removed at the end of each day by the CONTRACTOR. Any trash found in the service corridors, adjacent tennt units, and /or other public areas will be removed ethe LANDLORD and deducted from the CONTRAC OR'S deposit or billed to the TENANT. o The lottiorof the CONTRACTOR'S dumpster will be determinediy the LANDLORD. LANDLORDS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINKLER! DRAIN -DOWN The CONTFACTOR shall seek the LANDLORD'S prior approel at least two (2) days in advance of needing to vain the shopping center sprinkler system. No shoppinr center sprinkler system will be left drained ovenight. All systems viii be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for each time the LANDLORD'S sprinkler system is drained orshut down to accommodate connection and testing requirements. ROOF & BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the roof or adjus or modify the LANDLORD'S sprinkler system, fixtues, utilities, structure, equipment or facilities without the LANDLORD'S express-written consent and will be done 3y the LANDLORD'S original contractor (or LANDLORD'S des gnee) at the CONTRACTOR'S expense. OPERATING' WHILE REMODELING In addi afy I Prior stated I requ i l rernenls ; ' the followntg 'ides a p / ply to cores rerrhain rig open Bu remodeling I PRECOISTRUCTION MEETING For s t o res er ope du construc ' The Store M must/ be present at the 1 Preconstruction Meeting to oscuss plans forth e remodel; time span of remodel,' nc related / safety issues. el I BARRICADE 1 1 ', The CONTFACTOR will be required to schedule the construction n phases and provide a phasing barricade plan indicating where the barricade wilt be placed.! SECURITY* AFTER WORK SAFETY The CONTRACTOR must receive prior permission of the LANDLCRD for work after normal working hours. , In addition, the Store Manager and the CONTRACTOR must prepare for, and indicate whether 'ISecurity Officer' or other service is needed.'The LANDLORD will not be responsible for the security' of the CONTRACTOR'S or the TENANTS property. In addition to the O.S.H.A. safety standards referenced previously, the Store Manager and must observe the following • Provide ' , ade a minimum of a four 1 (4) bamc e 1 around all construction areas. !l u yplast A pp ic sheeting from, the barricade p 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 construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling light fixtures, . conduits, etc. are well within the confines of the barricaded and plastic sheeted' areas. • Verify that the store has down -sized its stock properly so as to remain open for 'business l,and still accommodate clear fire exits through both the rear and the front of the store. • If there is any,, storefront remodeling required, the CONTRACTOR will be required to erect a barricade perthe above details. TENANT ICOORDINATOR • :1 7 I nT � The Ric a nd E. Jacobs Gro Tel up 44 01808 , I 25425 Canter Ridge Road Cleveland, OH 44145 -4122 Tel: 440(871.4800 Fax: 440/808-6909 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy oldie Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction aid PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch fist ferns have been satisfactorily completed. UEN WAIVERS & AFFIDAVITS 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 Contractor's Affidavit and Final Waiver of Lien ". • The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. 1 T/CSoutheanter.g,,d 8/28/56 4 :06 AM Page 1 (4.1) SOUTHCENTER SEATTLE, WASHINGTON TYPICAL TENANT GUIDELINES TTG -01 UNIT NUMBER DBA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL RD TO THE LANDLORD, 1 ' ! LOCAL AUTHORITIES HAVING JURISDICTION Theaicha E. Jacobs Group NOVEMBER 1999 'REVISIONS eeceiueo cryoFnoeciA t11,Af 1 f l''!illll!II DRAWING SUBMISSION & REVIEW CHECKLIST' TENANT'S SUBMISSION CHECKLIST TENANT'S drawing submission must include four (4) sets of black line (preferably) or blue line prints. PRELIMINARY CONCEPT: WORKING DRAWINGS: • Storefront Elevation (with sign) Working Drawings must be • Storefront Section(s) submitted in the following order • Details at Neutral Pier(s) • LANDLORD'S TTG -01 Sheet • Details at LANDLORD'S Soffit • Architectural • Floor Plan • Electrical • Reflected Ceiling Plan • LANDLORD'S TTE Sheet(s) • Interior Elevations • Plumbina • Longitudinal Section • HVAC • Material Sample Board • LANDLORD'S TTM Sheet(s) • Photo, of Similar Store • (other drawings) LANDLORD'S REVIEW DRAWING , FOR ! 1 1 1 1MINARY PREL CHECKLIST APPROVED CONSTRUCTION it APPROVED REVISE & (INCLUDE WITH RESUBMIT UBMISSION RESUBMISSION) 11 I I II I I f '1 I A HI T : RC ECRAL U L' I I TRII ALI IELEC C i M INGr IPLU B I ' HVAC NOTES: I'r submrtldrawin s within ten 10 days. All resubmissio RESUBMISSIONS: TENANT, shat e g (,) Y, COMPLETE sets with fooK(4)sets of black line (preferably) or Woe lute pools. final approval roval of TENANT'S sia SIGN:IThms review tloes plot include final' g n. Prior to fabrication of TENANT'S sign,!TENANTS sign fabricator (sign company) shall submit three drawings to LANDLORD for approval. TENANT'S LANDLORD I no changes .made, in TE CHANGES: Once approved by es shall be g, except upon the PRIOR written consent of the , LANDLORD. AS- BUILTS Within thi rtY ( 30 days' the opening of the Premises, TENANT ) y lie g a corn ete set of as- built'drawin s'to LANDLORD.' PI 9 ns shall be & installation 1 (3) sets of shop Drawings g shall submit TH IS AC dEA FOR LANDLORD US E ONLY... COPY FILE -,COP I i I I 1 ' itI I Check a l U C k r I I u de fSI h.t tit e. Pla tp to IU v< u f '.' �nlys a p errors �' nil •ctIO �nd of p , u b o f n' t 1 ri_e 1 t e vmlt5tiun v sore ono, 'a uuc tl n. i. a 1 y d • or or inancB. i of con ,Ido t[ed co k d VJe ed tractor's copy. of approved plelnsacknV 9 . 41,4 sv NOTE: I ! E DRAWINGS WITH BY LANDLORD LANDLORD'S approval of TENANTS comments and shall not be construed veering design of the Premises or the any conflict arise between any of TENANT'S shall be determinative. LANDLORD'S the requirements or criteria of the 'Lease. ' IN THE LOWER RIGHT T E Drawings is' contingent upon so as to hold LANDLORD accuracy of the information DraWinge and the approval of TENANTS Drawings A/ Date 6 N, ARE APPROVED HAND CORNER m 'a ce with TENANT'S co ph n h liable for either the architectural and engi- contained in TENANTS Drawings. Should Lease, the applicable portion(s) of the Lease will in no way alter, amend or waive -enter -gxd 6/28/56 4 - C.6 BUILDING PERMIT INFORMATION in order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for buiiding permits are submitted to the Department of Community Development. Upon receipt plans are routed to the City's plan checker and if appropnate to the Fire Department Planning Division. and Public Works Department. The following documents are required I . A completed building permit application form. 2. Two (2) copies of working drawings. to include, but riot limited to, the following: a Site plan b. Overall building plan, c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/431-3670 FOOD & RESTAURANTS Food 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 Seattle or Kinq County Food Code For a copy of the Food Code contact your District Office, SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT's sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual Insurance Great Lakes Operation+Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 44070-5319 Upon approval TENANT shall forward four (4) sets of black line (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. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements. application for service, billing procedures. etc.: ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455-5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service/Billing: Tel: 20614641999 Installation: Tel: 800/999 -4964 I I TELEPHONE SERVICE U.S. West Communication F.O. Box 12480 Seattle, WA 98191.0001, Tel: 206(346-8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 CONTACT INFORMATIO TENANT FIRM iL + >XL.,' N iAt OiFte..) NXALX ADDRESS P,f t �� ` >Gr'7 his CITY �SX AT! 1�4 i f Pohon Aar EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 2061577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs • Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104-3103 Tel: 206/340 -2255 Fax: 2061340 -2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481 -7669 PRECONSTRUCTION MEETING Aminimum 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. • Insurance Certificate - The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 each occurrence and should reflect the following as '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. CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500' company check, certified check or, money order !, payable/ to: Southcenter'Jointi Venture Please v s have your Federal I.D. number ready and available. The deposit or any portion thereof may be applied by 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 or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied' as a reimbursement 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 deposit or any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the toll wing documents '1 on -site durin construction:, ' g m 9 • 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 primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A copy of the Letter of Authorization for Access (issued by mall representative at Pre-construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. 'TENANT'S S ARCHITECT Ni? � UD) f2fY jam( ACT dTffT 1 d) l 1 T ADORES � T l4, %M c C CT X20,6 621 2305 'nGSouthceccer.gad 8/28/56 4:06 AM Page 1 (2.11 WANSIMAAMA CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall mean 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. ASBESTOS MATERIALS In the event TENA, T'S construction encounters any asbestos containing materials (ACM), TENANT shall immediately ease 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. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipmeni and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of: 1) governing building codes. 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANTS expense. PROTECTION OF PROPERTY The CONTRACTOR shall 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 will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate fire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING 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 designated parking areas: There will be no construction, trailers allowed on the Property Parking will not be permitted in any of the driveways, 1 I fire lanes and truck docks except for temporary loading, and unloading, as approved by LANDLORD!, 1 DELIVERY, OF MATERIALS l ! The CON1 TRACTOR shall'be responsible to coordinate all material deliveries to the premises, whether' for construction, lecturing or merchandising. Allldeliveries shall be made through thelrear door of the premises either via the adjacent service conidor or truck deck, area. Contact the LANDLORD Odor to the delivery of materials and equipment which are too large to enter', throw h the rear t rea door of the Premises. An s'. 9 Y such item am to be delivered during NON-Shopping Center hours. Whew there is no rear door to access space. all deliveries, trash removal, etc.,' must be coordinated before or after Mall operating hours, according to LANDLORD'S' direction. NO exceptions. ' WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted the Tenant's leased premises. Service and fire corridors and truck docks shall be kept dear of dl materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive the prior permission of the LANDLORD for Wert( after normal working hours! r ' LANDLORD I' ORD 1 S E ION NPCT S The Tenant's'', construction work'will be observed) periodically by 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 Drawings and LANDLORD'S Construction Manual. i A, I i.fl 7 SOUTHCENTER:MALL JQ8 NUNBER f. SAFETY The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, strip work that is in violation of O.S.H.A. standards or which may, in the Landlord's opinion. cause, injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot' work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANTS ENGINEER OVi.eetitt ASSettrnd I FIRM O q N AL ' MAiKK txr CONTACT ' 22 o Noxvtd*JbALS ¶5LVD Sllrrf 90 ADDRESS tg roeaevlic MvJ 66 53- Sao -iyoo ,T g5 a- - a %raO PHONE " PAX welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible fer at damages resulting from a faiure to so comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power is not yet available. When permanent power is available, it 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. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for, changeover of utilities to CONTRACTOR and /or TENANT Account as soon as possible. TEMPORARY TOILET It wi ll be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location for a 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 barricade drawings and details). Where a barricade has been erected by LANDLORD using pre- formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate 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 feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non - operating hours of the shopping center of w itho without No barricades shall be removed or disma ed w u t ress written nt removed LAND Art ba rr i cade e xp I conse o the Y I I removed without prior consen wi ll b re construc te d by the LANDLORD at t he C exp T en se . l CON SIGN I I The I a ttar corn an he CONiTRACTOR is not to lids y p y name or sign on the temporaryl barricade. The CONTRACTOR shall postlall signage as required by mall representative for public safety' or general warning. BELOW GRADE CONSTRUCTION I Prior to innin a bel Construction and ce9 9 n any 9 con s und sla er'' !c f oed b con h spaces�the Contractor ; • Prior to Locating ' I Floor P T enant n oo Penetrations, s 9 Contractor must secure LANDLORD'S structural fl or engineer's o approval, see address this sheet • Meet hazardous confined space requirements. • 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 construction commences the CONTRACTOR must photograph the installation', in detail, both in progress and once 1 submit e ies of all o ce corm /elect ands m c p p I photographs, to LANDLORD. An Below Grade construction mu st b'e inspected b Y Pec by LANDLORD prior to backfilling, TEMPORARY BARRICADE CONCRETEI ' Concrete must be saw -cut or core-drided (no jack- hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either shutdown or protected to avoid contamination. MALL CONTACT MlkC NAME S outhcenter Mall 633 Southcenter Seattle, WA 98188.2888 Tel 206/246.0423 Fax: 206/244-8607 2'RSSM04,5een4er.444 8/28/56 4:06 AM Page l (3,1) INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior b any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the cotratdor may perform "noisy" construction (i.e. saw citing, core drilling, "Hilti" type fastener guns, etc.).;ontact the LANDLORD for restricted hours. LANILORD reserves the sole right to request that CONTRACTOR reschedule any activities deemed disruptive tvestricted hours. TRASH tEMOVAL & DUMPSTERS Trash Remeal -All trash will be confined to the premises ad removed at the end of each day by the CONTRACTOR. Any trash found in the service corridors, adjacent tennt units, and /or other public areas will be removed ethe LANDLORD and deducted from the CONTRAC OR'S deposit or billed to the TENANT. o The lottiorof the CONTRACTOR'S dumpster will be determinediy the LANDLORD. LANDLORDS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINKLER! DRAIN -DOWN The CONTFACTOR shall seek the LANDLORD'S prior approel at least two (2) days in advance of needing to vain the shopping center sprinkler system. No shoppinr center sprinkler system will be left drained ovenight. All systems viii be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for each time the LANDLORD'S sprinkler system is drained orshut down to accommodate connection and testing requirements. ROOF & BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the roof or adjus or modify the LANDLORD'S sprinkler system, fixtues, utilities, structure, equipment or facilities without the LANDLORD'S express-written consent and will be done 3y the LANDLORD'S original contractor (or LANDLORD'S des gnee) at the CONTRACTOR'S expense. OPERATING' WHILE REMODELING In addi afy I Prior stated I requ i l rernenls ; ' the followntg 'ides a p / ply to cores rerrhain rig open Bu remodeling I PRECOISTRUCTION MEETING For s t o res er ope du construc ' The Store M must/ be present at the 1 Preconstruction Meeting to oscuss plans forth e remodel; time span of remodel,' nc related / safety issues. el I BARRICADE 1 1 ', The CONTFACTOR will be required to schedule the construction n phases and provide a phasing barricade plan indicating where the barricade wilt be placed.! SECURITY* AFTER WORK SAFETY The CONTRACTOR must receive prior permission of the LANDLCRD for work after normal working hours. , In addition, the Store Manager and the CONTRACTOR must prepare for, and indicate whether 'ISecurity Officer' or other service is needed.'The LANDLORD will not be responsible for the security' of the CONTRACTOR'S or the TENANTS property. In addition to the O.S.H.A. safety standards referenced previously, the Store Manager and must observe the following • Provide ' , ade a minimum of a four 1 (4) bamc e 1 around all construction areas. !l u yplast A pp ic sheeting from, the barricade p 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 construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling light fixtures, . conduits, etc. are well within the confines of the barricaded and plastic sheeted' areas. • Verify that the store has down -sized its stock properly so as to remain open for 'business l,and still accommodate clear fire exits through both the rear and the front of the store. • If there is any,, storefront remodeling required, the CONTRACTOR will be required to erect a barricade perthe above details. TENANT ICOORDINATOR • :1 7 I nT � The Ric a nd E. Jacobs Gro Tel up 44 01808 , I 25425 Canter Ridge Road Cleveland, OH 44145 -4122 Tel: 440(871.4800 Fax: 440/808-6909 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy oldie Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction aid PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch fist ferns have been satisfactorily completed. UEN WAIVERS & AFFIDAVITS 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 Contractor's Affidavit and Final Waiver of Lien ". • The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. 1 T/CSoutheanter.g,,d 8/28/56 4 :06 AM Page 1 (4.1) SOUTHCENTER SEATTLE, WASHINGTON TYPICAL TENANT GUIDELINES TTG -01 UNIT NUMBER DBA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL RD TO THE LANDLORD, 1 ' ! LOCAL AUTHORITIES HAVING JURISDICTION Theaicha E. Jacobs Group NOVEMBER 1999 'REVISIONS eeceiueo cryoFnoeciA t11,Af 1 f l''!illll!II DIVISION ITEM F.O.I.C. GEN. CONTR. LANDLORD REMARKS 01710 FINAL CLEANING • BROOM CLEAN & MOP, IF NECESSARY 02070 SELECTIVE DEMOLITION • 03700 CONC. SLAB PATCH /LEVEL • PREP FOR FIN. MATERIALS 05400 STRUCT. MTL. FRAMING /MISC. MTL. 05600 DECORATIVE METAL WORK • • AS NOTED 06100 ROUGH CARPENTRY • 06200 FINISH CARPENTRY • 06410 STORE FLOOR & WALL FIXTURES 0 06410 CASHWRAP CASEWORK • 07210 THERMAL INSULATION I U.N.O. • INCLUDING WIRING FOR LIGHTING & EQUI AS REQUIRED 08000 INTERIOR DOORS, FRAMES & TRIM • 08000 FITTING ROOM DOORS • 08330 ROLLING GRILLE • 08710 DOOR FINISH HARDWARE • 08800 GLASS /GLAZING • 08800 MIRRORS 09100 METAL WALL FRAMING /FURRING • 09120 CEILING SUSPENSION SYSTEM • 09530 ACOUSTICAL INSULATION • AS REQUIRED 09920 INTERIOR PAINTING • 10520 FIRE EXTINGUISHERS • 10430 STOREFRONT SIGN • 10440 INTERIOR SIGN AGE • 10670 STOCKROOM /RECEIVING SHELVING • WALL STANDARDS PER FIXT. PLAN 10810 TOILET ACCESSORIES • CONFIRM REQUIREMENTS W/ ADA 11000 SECURITY SYSTEM I • CONFIRM REQ'TS I WITH OWNER, 11000 SECURITY MIRRORS A 12000 FURNISHINGS • ( ;REQUIREMENTS 15300 SPRINKLER SYSTEM -MAIN SERVICE • SPRINKLER SYSTEM-DISTRIBUTION • CONFIRM IN'', FIELD, 15400 PLUMBING AND FIXTURES • INSTALL TO BE ADA COMPLAINT 15500 HVAC SYSTEM - ROOFTOP_JJNITS • INSTALL AS SPECIFIED HVAC SYSTEM - DISTRIBUTION • CONFIRM REQUIREMENTS IN FIELD 16050 ELECTRICAL - OUTLETS • 16400 ELECTRICAL SYSTEM -MAIN SERVICE • EXISTING, FIELD VERIFY 16500 LIGHTING - LIGHT FIXTURES • 16501 LIGHTING - LAMPS • U.N.O. 16535 EXIT SIGNS • PER LOCAL CODE 16740 TV /TELEPHONE /CASH REGISTERS /POS /STEREO • • EQUIPMENT CONDUIT /J -BOXES /PULL WIRES TV /TELEPHONE /CASH REGISTERS /POS /STEREO 16720 FIRE ALARM SYSTEM • PER LANDLORD /CODE DIVISION OF WORK SITE MAP SITE ADDRESS: SOUTHCENTER MALL, SPACE #D452 633 SOUTHCENTER BLVD TUKWILA, WA 98188 NORDSTROM G P7-0 SEARS THE BON MARCHE MR. RAGS SPACE #D452 P. MERVYN'S 440 ABBREVIATIONS ACT ADJ A.F.F. BLK'G B.O. CLR CLG CMU COL CONC CONT DET DIA DIM DWG ELEC EQ EQ EXIST. F.O.I.C. F.0.1.0. FT F.R.T. FEC FURN GA GALV. G.C. GWB NM HR HT I.D. IN INST MAT'L MAX MECH MIN MDF MR N/A N.I.C. NO NTS O.C. 0.D. 0.S.B. P -LAM RB REINF REQ'D REV. SCHED SIM SO SUSP S.V. T.B.D. TEMP T.O. TS TYP U/S U.N.O. V.C.T. V.I,F CO NTAC TS '. TENANT/ OWNER: TENANT'S ARCHITECT: TENANT'S ENGINEERS: GENERAL' CONTRACTOR: T.B.D. ACOUSTICAL CLG TILE ADJUSTABLE ABOVE FINISHED FLOOR BLOCKING BOTTOM OF CENTERLINE CLEAR or CLEARANCE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS DETAIL DIAMETER DIMENSION DRAWING ELECTRICAL EQUAL EQUAL EXISTING FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FOOT or FEET FIRE RETARDANT TREATED FIRE EXTINGUISHER CABINET FURNISH GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALL BOARD HARDWARE HOLLOW METAL HOT ROLLED HEIGHT INSIDE DIAMETER INCH', INSTALL MATERIAL MAXIUM MECHANICAL MINIMUM MEDIUM DENSITY FIBERBOARD MOISTURE RESISTANT NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER ORIENTED STRANDBOARD PLASTIC LAMINATE RUBBER BASE REINFORCING or REINFORAING REQUIRED REVISED or REVISION SCHEDULE SIMILAR SQUARE SUSPENDED SHEET VINYL TO BE DETERMINED TEMPERED TOP OF TUBULAR STEEL TYPICAL UNDERSIDE UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERIFY IN FIELD MR. RAGS/CLAIRE'S BOUTIQUES, INC. 3 S.W. 129TH AVENUE PEMBROKE PINES, FLORIDA 33027 PROJECT MANAGER: WENDY JOINVILLE TEL.: (954) 433 -3435 FAX.: (954) 433 -1488 NBBJ 111 S. JACKSON STREET SEATTLE, WASHINGTON 98104 PROJECT MANAGER: GEOFF ROSSI PROJECT ARCHITECT: CLAUDIA ROSS TEL.: (206) 621 -2402 FAX.: (206) 621 -2305 DUNHAM ASSOCIATES 8200 NORMANDALE BLVD, SUITE 500 MINNEAPOLIS, MN 55437 PROJECT MANAGER: NEAL MAIKKULA ELECTRICAL ENGINEER: CLINT NAMENIUK MECHANICAL ENGINEER: PHIL RAMSEY TEL.: (612) 820 -1400 FAX.: (612) 820 -2760, LANDLORD THE RICHARD L. JACOBS GROUP, INC. 25425: CENTERIRIDGE 1 ROAD CLEVELAND, OHIO 44145 -4122 TENANT COORDINATOR: BRUCE HARRELL TEL: (440) 808-7556 MALL CONTACT: MIKE HANSEN TEL: (206) 246 -7400 AGENCY CODE REVIEW BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: ENERGY CODE: FIRE PREVENTION: ACCESSIBILITY CODE: A. OCCUPANCY GROUP: 1. EXISTING BUILDING: GROUP M B. CONSTRUCTION TYPE: 1. EXISTING BUILDING: TYPE II -N C. ACTUAL AREA: 1. SALES: 2. SUPPORT AREAS: 3. TOTAL: D. G. FIRE EXTINGUISHING SYSTEMS: 1. AUTOMATIC FIRE EXTINGUISHING SYSTEM: 2. SPRINKLER HEADS: 3. FIRE, EXTINGUISHERS: H. MECHL: 1. I ANICA HEAT, LOSS ( CALCULATIONS: l I.' ELECTRICAL: 1. LIGHTING CALCULATIONS: J. STRUCTURAL: 1. CALCULATIONS: 2. SEISMIC BRACING: ACCESSIBILITY NOTES SYMBOLS 0 6. CORRIDORS: A. WIDTH: B. HEIGHT: C. PROJECTIONS: D. ELEVATION CHANGE: E. RATING: WALLS: CEILING: OPENINGS: 7. HARDWARE: ELEVATION INDICATOR BUILDING( SECTION INDICATOR DETAIL INDICATOR 1997 UBC 1997 UMC 1997 UPC 1997 WASHINGTON STATE ELECTRICAL CODE 1997 WASHINGTON STATE ENERGY CODE 1997 UFC 1995 WASHINGTON STATE REGULATIONS 2451 SF 309 SF 2760 SF OCCUPANCY REQUIREMENTS: 1. TOILET ROOM (FOR FOUR OR LESS EMPLOYEES): A. QUANTITY: GTE B. FIXTURES: WATER CLOSETS: MALE /FEMALE: LAVATORIES: MALE /FEMALE: E. TYPE OF CONSTRUCTION REQUIREMENTS: 1. STRUCTURAL LOADING: A. RETAIL: B. STORAGE: 2. HANDICAP: A. HEIGHT OF TOILET: B. DIAMETER OF GRAB BAR: C. HEIGHT OF GRAB BARS: 3. SEISMIC BRACING: A. 'ZONE: B. HORIZONTAL BRACING AT CEILING AT, LIGHT FIXTURES: C. COMPRESSION STRUTS AT CEILING AT LIGHT FIXTURES: F. EXITING: 1 ALLOWABLE SQUARE FEET PER OCCUPANT: 2. OCCUPANT LOAD: 3. NUMBER OF EXITS REQUIRED: 4. EXIT DOOR WIDTH REQUIRED: 5. DISTANCE TO EXITS: lo' -0 "I ONE ONE PER CODE PER CODE 17" - 19" 1-1/4" 0.0. MIN TO 1-1/2' MAX O.D. 33" 3 PER CODE PER CODE 1. FLOORS SHALL NOT BE MORE THAN 1/2" LOWER THAN' DOORWAY THRESHOLDS. 2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS., SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOOR. 3. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. 4. TOILET ROOM SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE "CIRCLE & WITHIN THE 12" DIAMETER. MOUNT AT 60" AFF. 6. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MINIMUM 36" ROLE ON THE CUSTOMER SIDE OF THE CHECKSTAND WITH AN ADJOINING 35" WIDE COUNTER AT HEIGHT NOT EXCEEDING 34 . 7. THE CENTER OF ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE INSTALLED NO LESS THAN 18" AFF. 8. THE CENTER OF THE GRIP OR OPERATING HANDLE OF CONTROLS OR SWITCHES TO CONTROL LIGHTING OR RECEPTACLE OUTLETS, APPLIANCES, OR HVAC EQUIPMENT SHALL NOT BE MORE THAN 48" AFF. DOOR INDICATOR ❑i ROOM NUMBER Pt. FINISH INDICATOR CEILING HEIGHT 1. NO SITE SURVEY HAS BEEN CONDUCTED PRIOR TO PREPARATION OF THESE DRAWINGS THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE PLANS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO SUBMISSION OF BID. A SUBMISSION OF BID SHALL IMPLY THAT THE CONTRACTOR HAS ACCEPTED THE DRAWINGS AND THE EXISTING CONDITIONS. THIS PROJECT IS A REMODELING PROJECT. THEREFORE, UNKNOWN EXISTING CONDITIONS MAY BE DISCOVERED DURING THE PROCESS OF CONSTRUCTION WHICH MAY PRESENT A SUBSTANTIAL DISCREPANCY WITH THESE PLANS. THE CONTRACTOR SHALL NOTIFY AND REPORT ANY SUCH EXISTING CONDITIONS TO OWNER AND THE ARCHITECT. 2. MANY SMALL DISSIMILARITIES BETWEEN THESE PLANS AND ACTUAL CONDIT DDT MAY BE FOUND AND SOLVED BY THE CONTRACTOR WITHOUT CONSULTING THE ARCHITECT WHEN WORK IS DONE PER STANDARD OF PRACTICE, MANUFACTURER'S INSTRUCTIONS. AND /OR LANDLORD'S RECOMMENDATION OR REQUEST. HOWEVER CONTRACTOR'S DISCRETION SHALL NOT BE FINAL 3. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE BEST POSSIBLE INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY REGARDING DISCREPANCIES BETWEEN PLAN'S SPECIFICATIONS AND DIMENSIONS, AND EXISTING SITE CONDITIONS AND PROJECT DATA. 4. ALL WORK SHALL BE PERFORMED IN A THOROUGHLY FIRST -CLASS AND WORKMANLIKE MANNER TO CONFORM TO THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS AND TO THE BEST PRACTICES OF THE TRADES INVOLVED. 5. THE CONTRACTOR SHALL PATCH AND REPAIR ANY EXISTING WALLS, FLOOR SLAB OR CEILING WHICH MAY BE DISTURBED DURING DEMOLITION AND INSTALLATION OF NEW ARCHITECTURAL ELECTRICAL, PLUMBING OR MECHANICAL EQUIPMENT. 6. ALL FEES A +'ID PERMITS REQUIRED TO CONSTRUCT THE WORK SHALL BE ACQUIRED AND PAID FOR BY THE CONTRACTOR. 7. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL GUARANTEE ALL OF THEIR WORK AND /OR MATERIALS TO BE FREE FROM ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF OWNER'S APPROVAL OF WORK AND MATERIALS. ANY WORK OR MATERIALS THAT BECOME DEFECTIVE WITHIN ONE (1) YEAR FROM OWNER'S APPROVAL, SHALL BE REPAIRED AND /OR REPLACED WITHOUT ANY CHARGE TO THE OWNER. 8. TENANT'S GENERAL CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE AND RUBBISH AND REMOVE DAILY. THE CONTRACTOR SHALL LEAVE THE PREMISES BROOM CLEAN AND SHALL CLEAN ALL FINISHED SURFACES, FIXTURES, GLASS, STOREFRONT, ETC. 9. CONNECTION TO, TEMPORARY POWER,' INCLUDING ALL TEMPORARY POWER LINES, TRANSFORMERS AND ELECTRICAL1DISTRIBUTION SHALL BE PROVIDED BY TENANT'S GENERAL CRACTOR 10: ABBREVIATION S' L.L. LANDLORD TEN. TENANT G.C. TENANT'S GENERAL CONTRACTOR S.C. SIGN CONTRACTOR 11. DIMENSIONS ARE ,TO FACE OF FINISHED WALL MATERIAL OR TO CENTER OF COLUMNS OR GRID LINES AS SHOWN ON DWGS. 12. DO NOT SCALE DRAWINGS 11 PROVIDE MTL BLOCKING FOR ALL SIGNS, FIXTURES, TOILET ROOM ACCESSORIES', AND ANY OTHER WALL MOUNTED IEQUIPMENT. 44" MIN. 14 WITHIN TWO' (2) DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL B O IN PROVIDE TO THE OWNER A DIMENSIONAL SKETCH SNOWING ANY'' EXISTING OBSTRUCTIONS CONFLICTING' WITH THE CONTRACT DOCUMENTS. NONE 15. GYPSUM WALLBOARD IS TO HAVE A FINISHED EDGE WHERE EXPOSED: 16 GC TO FURNISH AND INSTALL ONE LAYER' OF 5/8 TYPE "X" GWB AT TENANT SIDE OF ALL ',DEMISING WALLS IF NOT EXISTING. 17. GC TO FURNISH AND INSTALL ALL ACCESS PANELS IN NB WALL/ CEILINGS REQ'D BY LANDLORD OR BLDG. DEPT FOR EXIST. OR NEW MECH. AND ELECT. SYSTEMS ACCESS., 18. .PRIOR TO SUBMITTING BID, CONTRACTOR SHALL CONTACT TENANT COORDINATOR FOR INFORMATION REGARDING SPECIAL REQUIREMENTS WHICH MAY AFFECT PROJECT COST SUCH AS: INSURANCE, PERFORMANCE BONDS, DAMAGE DEPOSITS, UNIQUE MECHANICAL REQUIREMENTS, ETC. G.C. SHALL ALSO REQUEST FROM MALL'S TENANT COORDINATOR ALL REQUIRED TENANT CRITERIA AND CONSTRUCTION MANUALS AND SHALL CONSULT MANUALS FOR SPECIAL REQUIREMENTS PRIOR TO SUBMITTAL OF BID AND BE FAMILIAR', WITH ITS REQUIREMENTS FOR THE COMPLETION OF THE PROJECT 19. A LL EXISTING WALLS TO BE PATCHED, REPAIRED AND RESTORED TO SM )TH SURFACE H i SHEET INDEX SALES- 30 S.F./ STOCK- 300 S.F. 82 WI SALES / 1 ®STOCK 21 36" 150' MAX. 1 HR. 1 HR. 20 MIN. WHERE SPECIFIED HANDICAP PANIC HARDWARE ® EXIT FULLY SPRINKLERED PER CODE PENDANT AT CEILINGS (2) TYPE 1016, ABC SEE MECHANIC SEE ELECTRICAL' PROVIDED UPON REQUEST PER CODE GENERAL CONSTRUCTION NOTES TTG -01 TYPICAL TENANT GUIDELINES ARCHITECTURAL AO COVER SHEET Al DEMOLITION PLAN A2 FLOOR PLAN /SCHEDULES A3 REFLECTED CEILING PLAN/ SCHEDULES A4 FIXTURE PLAN /ELEVATIONS AS INTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS A6 STOREFRONT ELEVATIONS/ SECTIONS /DETAILS A6.1 STOREFRONT DETAILS A7 DETAILS A7.1 DETAILS A8 SPECIFICATIONS AU, SPECIFICATIONS, A10 SPECIFICATIONS ELECTRICAL Iy1ECHANICAL 1, FD '0 J "Ju r ' E1' POWER PLAN TTM -1 'MECH. DETAILS AND SPEC. E2 LIGHTING PLAN MECH. DETAILS AND SPEC. E3 ELECTRICAL' SPECIFICATIONS TTM 3 MECH. DETAILS AND SPEC. TTE 1 ELEC., DESIGN CRITERIA, DETAILS TTM -4 MECH. DETAILS AND SPEC:' TTE 2 ELEC. DESIGN CRITERIA, DETAILS TTM 5 MECH. DETAILS AND SPEC. TTM -6 MECH. DETAILS AND SPEC; 11 HVDC/ ROMPING I/ t/I -2 P4 me. \ 'FcA - b•V 1 NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (206) 621 -2305 BID SET 05/12/00 PERMIT SET 05/12100, LANDLORD SET 05/12/00 Heber DOe By Der rplice of Rev'siore Sleet Title COVER S ... HEFT Scck NO SCALE Destted JKM 05/02/00 Approved By Sleet Number STORE #2109 PERMIT / BID SET 6 J J Co m co N CO CC LLI D Z Q 5. LIJ V = Q U • -I = O ch CO X CLR Checked CLR Job M bet 41048.17 RECEIVED CITY OF TUKWII A I"PTAIA PERMITOBNTER a EXISTING ELECT. PANELS EXISTING EXIT DOOR TO REMAIN PORTION DE EXISTING PARTITION TO REMAIN; MAINTAIN 1 HR. CONST. SEE FLOOR PLAN FOR NEW WALL EXTENSION MALL SPRINKLER ROOM Y j 7 == Fr i I J DEMOLISH EXISTING WALLS, CEILINGS, AND DOORS IN BACK AREA AS SHOWN REMOVE EXISTING CARPET CLEAN, PATCH AND REPAIR SLAB TO RECEIVE FLOOR FINISH DEMOLISH EXISTI G FURRED OUT WALL FLOOR FINISH, DISPLAY WALLS, OCRS, FIXTURES, CASHWRAP, DRESSING ROOMS AND CEILING AT SALES AREA; REMOVE ALL [XI NG PARTITION WALLS, DOORS AND PLUMBING F TURES l 120' -9 DEMOLISH EXISTING COLUMN ENCLOSURE, / // C SEE FLOOR PLAN FOR NEW COSNTRUCTON / / / \ \ \ \\ I I MAINTAIN EXISTING COLUMN ENCLOSURE, PATCH /ND : REPAIR AS REO'D SERVICE CORRIDOR, DEMOLISH EXISSN SEE FLOOR PLAN 61 3 COLUMN ENCLOSURE, FOR NEW COSSTRUCTION 000 DEMOLISH EXISTING COLUMN ENCLOSURE, SEE FLOOR PLAN FOR NEW COSNTRUCTION r 1 / T I I \ I) \I El 11 II d I ------ I------- L----- JI- - - - - -i — i REMOVE EXISTING WOOD FLOORING CLEAN, PATCH AND REPAIR SLAB TO RECEIVE FLOOR FINISH GC TO TRENCH /CORE EXISTING CONLR SLAB FOR INSTALLATION OF ALARM YSTEM; COORDINATE REQUIREMENTS MTH SE SORMATIC; SEE DETAIL 8/A6.1;. COORDINATE CONCRETE CUTTING WITH MALL MANAGEMENT I I I I I I I I I GENERAL DEMOLITION NOTES 1. NOTIFY OWNER AND ARCHITECT OF THE CONDITION AND A.D.A. COMPLIANCE OF THE EXISTING PLUMBING FIXTURES FOR POSSIBLE REUSE 2. COORDINATE'. ALL REQUIRED CORE BORING OR TRENCHING IN EXISTING SLAB WITH LANDLORD. 3. PROVIDE LANDLORD — APPROVED BARRICADE BETWEEN TENANT SPACE AND MALL AREA. VERIFY CONSTRUCTION REQM'TS W/LANDL ORD'S FIELD REPRESENTATIVE. 4. SEE TENANT CRITERIA MANUAL FOR CONSTRUCTION BARRICADE DETAILS. G.C. TO PROVIDE AN OPERABLE DOOR IN BARRICADE. 5. MAINTAIN ACCESS TO EXISTING PLUMBING CLEAN —OUTS. VERIFY EXISTING LOCATIONS. 6. REMOVE PER PLAN ANY EXISTING FLOOR FINISH FROM EXISTING CONCRETE SLAB IN ALL AREAS AND PREPARE SLAB FOR SPECIFIED PAINT FINISH.. 7. PATCH AND REPAIR CONCRETE SLAB AND DEMISING WALLS AS REQUIRED FOR PAINTING. PATCH DIVOTS AND HOLES IN CONCRETE SLAB. PROVIDE SMOOTH SURFACE AT ALL DEMISING WALLS CONTRACTOR TO MAINTAIN RECD. RATING AT DEMISING WALLS. 8. REMOVE ANY EXISTING PARTITIONS AS SHOWN OR NEEDED FOR NEW CONSTRUCTION. REMOVE EXISTING FURNISHINGS AND FIXTURES. 9. CONTRACTOR TO CONFIRM WHETHER STOCKROOM SHELVING IS EXISTING. IF EXISTING, SHELVING AND STANDARDS ARE TO REMAIN OR BE RELOCATED, PER OWNER DISCRETION. COORDINATE W/ OWNER. 10. REMOVE PER PLAN ANY EXISTING CEILING TILES, UGHT FIXTURES, TRACK UGHTS, CEILING FINISHES, INCLUDING SUPPORT SYSTEMS. 11. VERIFY ANY EXISTING UTILITIES It EQUIPMENT. RELOCATE EXISTING UTILITIES AS REND FOR NEW WORK. 12. CC,. SHALL PAY FOR ALL REQUIRED DEMOLTION PERMIT FEES AND OBTAIN ALL APPLICABLE DEMOLITION PERMITS. 13. PLUG WASTE LINES OF EXISTING PLUMBING FIXTURES BELOW THE FLOOR OR WITHIN THE WALL IF NOT BEING REUSED. CAP ANY SUPPLY LINES NOT BEING REUSED. 14. MAINTAIN ANY 1 —HOUR OR 2 —HOUR FIRE. SEPARATION RATING AT DEMISING WALLS AND. FLOOR /CEILING ASSEMBLIES IF APPLICABLE. -5— — LINE OF CONSTRUCTION BARRICADE (EXISTING) LEASELINE. 0 DEMOLITION PLAN tl `' 11 r , 1 1, NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2305 STORE *2109 . J C. :i cc Net. Ec 21 1 WI 4 4 I-.. Q �J o y 0 CO . NW BID SET 05 /12 /0j PERMDMA IT SET LANDLORD SET 05/12 112 — By �'+ptee NI Rem Sheet Tills DEMOLITION PLAN Scale 1/4" = 1' -0" JKM DW O Date 05/02/00 Checked C(�= APFroved By 1 Job Nrtber Sheol N3xrber; RECEIVED C I TY' CFTUKWILA ' MAY 1 8 1011!, PERMITCENTEP ALLOWABLE WALL HEIGHTS ASSUMPTIONS: 5 PSF LATERAL LOAD. 3 5/8" STUD DEPTH L/240 DEFLECTION, PUNCHED STUDS EFFECTIVE PROPERTIES GAUGE SECTION ALLOWABLE HEIGHT PER SPACING Ixx So, 24' -0" NF F C 12" O.C. 16" O.C. 24" O.C. 0.899 0.487 14 SC 22' -9" 20 -8" 18 -0" 0.872 D481 14 IC 22' -6" 20' -5" 17' -10" 0.730 0.392 16 SC 21' -2" 1C-3" 16 -8" 0.708 0.388 16 IC 21' -0" 19' -1" 15 -8" 0.592 0-320 16 SC 19 -9" 17' -11" 15 8" 0.574 0.317 18 IC 19' -7" 17 -9" 15-6" 0.468 0.250 20 SC IB' -3" 15-7 14' -6" 0.454 0.247 20 IC 18' -1" 16 -5" 14' -4" 0.226 0.077 25 IC 13' -6" 12' -3" 10' -8" FINISH SCHEDULE TYPE MATERIAL B2 BASE MANUFACTURER F.0 I.C. 16 GA HOT ROLLED STL; BENT SHAPE METAL NATURAL MILL FINISH; SEALED 1" FLANGE MANUFACTURER F.0I.C. 16 GA HOT ROLLED SR.; BENT SHAPE B4 SASE METAL NATURAL MILL FINISH; SEALED 3/8 "" FLANGE MANUFACTURER J PAINT P6 -I PAINT (P7 PAINT PU) PAINT Mi WD2 OPEN STRUCTURE W /SUSPE NDED BY CC 6x6X10 WELDED WIRE MESH; 7'X10' /7X20' FLAT PE DECORATIVE METAL SHEETS PER REFLECTED CEILING PLAN GRID GWB CEILING BY GC 5/8" TYPE '% GWB PAINT BENJAMIN MOORE 16 GA HOT ROLLED STEEL SHEET 16 GA HOT HEET ROLLED STEEL S WOVEN WYE STEEL MESH EXPANDED METAL STEEL PANELS STEEL DRUM ORIENTED STRAND BOARD MARLITE SHEET VINYL WITH ;INTEGRAL 5" BASE / BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE DEVOE F.O.I.C. METAL MANUFACTURER F.O.I.C. METAL MANUFACTURER MCNICHOLS OR EQ., BY GC MCNICHOLS OR EQUAL BY GC F.O.I. C. METAL MANUFACTURER BY GC ARMSTRONG BY GC NEW WALL CONSTRUCTION: 5/8" GWB (ROTH SIDES) OVER 3 -5/8" METAL STUDS; >L NEW I HR WALL CONSTRUCTION: 5/8" GWB (BOTH SIDES) OVER 3 -5/8" METAL STUDS; SEE HINT 7/A7.1 EXISTING DEMISING WALLS PH LANDLORD G.C. TO PATCH AND REPAIR GC AS RECD TO MAINTAIN EXISTING FIRE RATING SPECIFICATION BENJAMIN MOORE 5190 CREAM; EGGSHELL FINISH POPULAR READY MIX DEEP BRONZE; SEMI -GLOSS FINISH POPULAR READY MIX BLACK; SEMI -GLOSS FINISH BENJAMIN MOORE 5542 MOOR -O -MATIC COLOR SYSTEM GREEN; SEMI -GLOSS FINISH 52058 CALEDONIA; SEMI -GLOSS FINISH FINISH TO MATCH ARCHITECT'S SAMPLE 2' -0" X 10' -8" PANELS. DEGREASED BACKSIDE FINISH TO MATCH ARCHITECT'S SAMPLE. 4' -0 "X (-0" PANELS; DEGREASED BACKSIDE. NATURAL MILL FINISH; CLEANED & DEGREASED SEALED; 1x7 SQUARE /0.135; INTERCRIMP FLATTENED. PLAIN STEEL 3/4 ", 518 (OR STANDARD) BOND SHEARED 48SWD, CLEANED AND DEGREASED WHERE INDICATED, CLEAR COAT FINISH COLOR PER ARCHITECT DIRECTION; UNROLLED AND FLATTENED 55 OA.LLLON DRUMS, 24 "x30" PANELS, UNLESS NOTED OTHERWISE 1/2 ", CLEAR COAT FINISH OFF -WHITE COLOR NOTE ABLE ABOV' IS BASED ON "NORTHWEST WALL AND CEILING BUREAU" MANUAL DESIGN YIELD STRENGTH: Fy = 33 ksi FOR 78 GA. AND LIGHTS. Fy = 50 ksi FOR 14 AND 16 GA. SECTIONS NEW WALL LEGEND NOTE: STUD SPACING PER STUD SCHEDULE ABOVE POSSIBILITIES PERT POINT 86065 ALMOND WHITE; SEAMLESS SHEET VINYL NOTE: 1. ALL FINISHES TO BE CLASS III (OR CLASS C) OR BETTER (FLAME SPREAD RATING OF 200 OR LESS) 2. ADHERE METAL PANELS TO GAS W/ 3M V.H.B. DOUBLE -SIDED FOAM TAPE AND ONE MECHANICAL FASTENER PER PANEL (SEE ELEVATIONS) 3 RECOMMENDED ADHESIVE (FLOOR PANELS): ULTRABOND - APPLY EVEN WEIGHT OVER PANEL AND ALLOW 48 HOURS CURE TIME. 4 G.C. TO APPLY FINAL WAX FINISH TO FLOOR PANELS FOR SLIP RESISTANCE; BETCO PORTRAIT FINISH SEALER (APPLY W/ FINISH MOP); RECOMMENDED SUPPLIER: OLYMPIC SUPPLY (206) 343-7658 CONTACT: RICK SMITH ACCEPTABLE ALTERNATIVE FINISH SEALER: SPARTAN TERRA GLAZE 5. ARMOUR SEAL CLEAR COAT SHOULD 8E APPLIED THICK ENOUGH TO FILL A DIVOT IN THE CONCRETE FLOOR 3/4" X, 3/8" DEEP. THIS APPLICATION TYPICALLY REQUIRES A OF IS GALLONS OF PRODUCT. STUD SCHEDULE FIT ROOM PARTITION WALL: EXPOSED, NESTED 3 -5/8" STEEL STUDS CLAD W/ 1/2" OSA' EACH SIDE, BARREL PANED FINISH AT SALES SIDE ONLY REMARKS REFER TO DETAIL 2/A7 G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR REFER TO DETAIL 4 /A6 (STOREFRONT BASE) & 5/A6 G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR OE TO GALV. SUSPENDED CEILING MAIN RUNNERS; HANG MESH AS REO D FOR LEVEL APPEARANCE. ALIGN WIRES MA SEAMS. STOREFRONT CONTROL ZONE, TOILET RM GENERAL WALL COLOR SALES TO PASSAGEWAY DOOR AND FRAME - SEE ELEVS. SALES FLOOR TOP COAT W/ CLEAR HIGH GLOSS SEALER (SHERWIN WILUAMS: ARMORSEAL 700HS - CLEAR 870V020)SEE NOTE 5 SALES FLOOR BOTTOM COAT AT ENTRY SOFFIT WALL PANELS, SEE NOTE 2 BELOW G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR FLOOR PANELS SEE NOTES 3 & 4 BELOW PROTECTION WIRE SCREEN AT STOREFRONT ROLLING. GRILLE, WALL FOCAL AND PROTECTION SCREEN ABOVE ENTRY WALL PANELS WALL PANELS AT SALES AND FITROOM EXTERIORS G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR FITTING ROOM PARTITIONS - INTERIORS ONLY TOILET ROOM WAINSCOT; MOP SINK. AREA IF EXISTS TOILET ROOM FLOOR AND BASE; PROVIDE WATERPROOF MEMBRANE IF INDICATED ON PLAN DOOR SCHEDULE NO. O NOTE: NOTE: W. FLUSH H. TH. FITTING ROOM HARDWARE: DOOR LOCATION/ TYPE HARDWARE TYPE x 12' -8" (BOTTOM OF TS HEADER) 3'- D " x7' -0 "x1 3/4" 3 3' -0" x 7 -0" x 1 3/4 x 7' -0" x 1 3/4" EXISTING TO REMAIN 3' - X 6' -0" X 1 1/2" 2' -8" X 6' -0" X 1 1/2" 2 2 MALL ENTRY/ (HDWR. PER FAB'R.) SALES TO EXIT CORRIDOR/ PASS. LATCH SET EMT CORRIDOR TO STORAGE/ PASS. LATCH SET TOILET TO STORAGE/ PRWACY LOCK EXIT CORRIDOR TO MALL CORRIDOR/ PANIC BAR H.C. AT ROOM/NIGHT LATCH AND DOOR PULL FIT ROOM/NIGHT LATCH AND DOW FULL ALUM /CLEAR 0 0 SALES SIDE) STORAGE SIDE) HM P1 CORRIDOR SIDE) PI STORAGE SIDE) HM P1 STORAGE SIDE) MATCH (TOILET) HM Pt CORRIDOR SIDE) TO MATCH (MALL CORR. SIDE) FICEL CE 0 0 SALES SIDE) FIT SIDE) HOLLOW CORE VjG SALES SIDE) FIT SIDE) ALUMINUM SALES SIDE) STORAGE SAE) HM 0 HM m CORRIDOR SAE) P1 STORAGE SUE) P1 HU STORAGE SIDE) TO MATCH (TOILET) ()STO STOOK) TO MATCH (MALL CORR. SIDE) M1 0 Mt 4/A7.1 4 /A7.T 4/A7.1 5/A7.1 5/A7.1 FLUSH DOOR MAIL FIN. OVERHEAD ROLLING GRILLE FRAME MAIL FIN. DETAIL REMARKS "ALUMATEK GRILLE; PUSH -UP OPERAB^" FIELD WY DIMS 20 MIN. DOOR: PROVIDE & ADA APPROVED HARDWARE 20 MIN. DOOR. PROVIDE & ADA APPROVED HARDWARE PROVIDE ADA APPROVED HARDWARE & PROVIDE SIGNAGE EXISTING RATED DOOR: PROVIDE BATTERY OPERATED ADA COMPLIANT EXIT DEVICE (METES OR EQ) NO CYLINDER AT EXIT CORRIDOR SIDE DOOR BY METAL FABRICATOR HARDWARE PER NOTE BELOW PROVIDE CLOSER TH DOOR ONLY GC TO MOROSE DOOR FOR LATCH INSTALLATION DOORS BY METAL FABRICATOR HARDWARE PER NOTE BELOW GC TO MORTISE DOOR FOR LATCH INSTALLATION PROVIDE NEW LOCKS AS REQUIRED. ALL DOOR HARDWARE TO MEET CURRENT A.D.A GUIDELINES: NIGHT LATCH: SCHLAGE 8250PD SPRING LOADED LATCH, DULL CHROME FINISH (626) DOOR PULL: McMASTER -CARR $14020.11, CAST ALUMINUM W/ DULL ALUM. FINISH. OR QUAL (BOTH SIDES, TYP.) ROLLER CATCH: IVE 53478 X US26D CLOSER: LCN SMOOTHIE 4010 SERIES OR EQUAL (MC. FIT ROOM ONO HINGE: PLAIN STEEL, 4" WELDED TO DOORS BY METAL FABRICATOR CLOTHES HOOK: SUPPLIED BY METAL FABRICATOR MIRRORS: FURNISHED AND INSTALLED BY GC. ALL FIT ROOM LOCKS KEYED ALIKE; FIT .ROOM DOORS AND TRIM SUPPLIED BY.. METAL FABRICATOR NOTE MAIN EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE ,WITHOUT THE USE OF A KEY 1 OR ANY SPECIAL KNOWLEDGE T OR EFFORT. 1 I I NOTE FOR LOCKING IINDICATORI DEVICES THAT ARE USED FOR THE MAIN EXIT (IN "M" OCCUPANCIES), PROVIDE NOTE OVER THE DOOR IN BACKGROUND STATING HIGH LETTERS ON A CONTRASTING BACKGROU STATING. THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." DOOR TYPES 43 Pt )PAINT WALLS & DOORS AT CORRIDOR, TYP 24' -0" NF FLOOR PLAN 1/4"--I-0" YELLOW STRIPES W/ "NO STOCK THIS AREA STENCIL ON THE FLOOR FE -.- FIRE EXTINGUISHER, TYPE 1018. ABC STORAGE - PAINT WALLS & DOOR STOCK; S EXISTNG ELECTRICAL P8 PANELS TO REMAIN 0 FIR COORDINATE LOCATION AND SIZE OF RBJGH OPENING OF FITTING RM DOOR W/METAL FABRICATOR q5y SE ONE 0 Flit GLE. FRAME ABOVETYP. NE OVERHEAD CUING LLE A6 I. FLOORING, E OF BULKHEA ABOVE T ROLLED STL TRANSITION TRIP, F.O.I,C.; FOR TH TRANSITION OM LANDLORD'S FLOORING Sheet Rlle CONCRETE SLAB NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2305 Sheet Si ber STORE #2109 1 BID SET 05/12/00 PERMIT SET 05/12/00 LANDLORD SET 05/12/00 Nnber Dale By Desvghae oI Revision FLOOR _ PLAN/ SCHEDULES CO o3 CO - R NOc et UI CC W C ZQ uj Zw O (-) < e 0 to MIS co Scde 1/4" = i' -0" L NEUTRAL PIER O•WMd JKM Down CLR Ddel, 05/02/00 Cocked. CLR Approved 1 , Job N Eber 41048.17 - ILU -`J ve T 1 W 24' -0" V Iz 2 4' -0" VIE 24 -0" WE 24' -0" NF F C S 1 s / H I " 1 MA 11111111 @ FLR ° T 111'flas: •,' 1 1 L 1 1 DEMISING WALL 5 TYPE ' %CWB 1 EX TEND TO T 0 / OF DE ABOVE, TY ■ I PAINTED CONCRETE. APPLY AND OR BOTTOM COAT AND TOP COAT; PREPARE FLOOR BY SHOTBLASTING ; A I P AI N T LIGHTLY METAL MESH l ON R BITAL 'REVEAL COLOR BELOW FINISH WITH 'CLEAR HIGH SEALER; PP: IN SALE A ND FIT' (N ST O C K); FINAL FLOOR COLOR BE 70$. BLACK 307. GREEN SEE AR C H ITECT- PRO PHOTOTS — �_ PAINTED Q 1 1 s WOVE WIRE 'MESH CAGE ( '� ® / CIO MOUNT FIR EXTINGUISHER �Jr UNDER COUNTER SEE ELEVATIONS t CAiWRAD'' LINE OF CASHWRAP SHOWN FOR REFERENCE A- I ° �r� ' mo" —"-- M2 48%48" METAL PANELS It BY METAL FABRICATOR " .; GLUE W/ MASTIC DIRECTLY TO EXISTING CONCRETE SLAB SEE 2/A4 FOR DIMENSIONS; APPLY FINAL WAX FINISH FOR SLIP RESISTANCE SALES ATO MECHANICAL ICAL F FASTENERS (All. EACH CORNER E ALL PANELS (ALL ADHESIVE/ CHEMICAL ANCHORS O REQUIRE SPECIAL INSPECTION) © ©O 1 t 6 W O , `. '' • N GRI M I AI ® S HO 1 Ski FR TO, I 1 I ® j •® J ®FlR g A ai : "! II I • ' II ENTRYiI O I k ' I f�, I I '} CONCRETE ELECTRONIC SURVEILLANCE SYSTEM BY SENSORMANC,'FOIC I GC TO VERIFY INSTALLATION RECINTS 1/ W/ SENSORMATIC; POSTS TO BE NEAR DOOR OPENING; RECESS' J -BOXES FLUSH/ 3 ''T Ij� 500. • / `2 I ,`�"°.{ I I • )ice I FE II II <, II I o II i I = e. ■® AS W/ CONCRETE SLAB 2' -0" TYP DEMISING WALL 5/8 TYPE 'X' GWB — NEW COLUMN ENCLOSURE, TYP. A7 . EXTEND TO THE UL/S� J E0. S EQ. OF DECK ABOVE, IMP. I ( ( LS I gar 1� 1 SERVICE CORRIDOR 1 12' -0" VIF I i `_ .1 FOR COLUMN ENCLOSURE DETAIL, ) 1 1 -- FINISH SCHEDULE TYPE MATERIAL B2 BASE MANUFACTURER F.0 I.C. 16 GA HOT ROLLED STL; BENT SHAPE METAL NATURAL MILL FINISH; SEALED 1" FLANGE MANUFACTURER F.0I.C. 16 GA HOT ROLLED SR.; BENT SHAPE B4 SASE METAL NATURAL MILL FINISH; SEALED 3/8 "" FLANGE MANUFACTURER J PAINT P6 -I PAINT (P7 PAINT PU) PAINT Mi WD2 OPEN STRUCTURE W /SUSPE NDED BY CC 6x6X10 WELDED WIRE MESH; 7'X10' /7X20' FLAT PE DECORATIVE METAL SHEETS PER REFLECTED CEILING PLAN GRID GWB CEILING BY GC 5/8" TYPE '% GWB PAINT BENJAMIN MOORE 16 GA HOT ROLLED STEEL SHEET 16 GA HOT HEET ROLLED STEEL S WOVEN WYE STEEL MESH EXPANDED METAL STEEL PANELS STEEL DRUM ORIENTED STRAND BOARD MARLITE SHEET VINYL WITH ;INTEGRAL 5" BASE / BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE DEVOE F.O.I.C. METAL MANUFACTURER F.O.I.C. METAL MANUFACTURER MCNICHOLS OR EQ., BY GC MCNICHOLS OR EQUAL BY GC F.O.I. C. METAL MANUFACTURER BY GC ARMSTRONG BY GC NEW WALL CONSTRUCTION: 5/8" GWB (ROTH SIDES) OVER 3 -5/8" METAL STUDS; >L NEW I HR WALL CONSTRUCTION: 5/8" GWB (BOTH SIDES) OVER 3 -5/8" METAL STUDS; SEE HINT 7/A7.1 EXISTING DEMISING WALLS PH LANDLORD G.C. TO PATCH AND REPAIR GC AS RECD TO MAINTAIN EXISTING FIRE RATING SPECIFICATION BENJAMIN MOORE 5190 CREAM; EGGSHELL FINISH POPULAR READY MIX DEEP BRONZE; SEMI -GLOSS FINISH POPULAR READY MIX BLACK; SEMI -GLOSS FINISH BENJAMIN MOORE 5542 MOOR -O -MATIC COLOR SYSTEM GREEN; SEMI -GLOSS FINISH 52058 CALEDONIA; SEMI -GLOSS FINISH FINISH TO MATCH ARCHITECT'S SAMPLE 2' -0" X 10' -8" PANELS. DEGREASED BACKSIDE FINISH TO MATCH ARCHITECT'S SAMPLE. 4' -0 "X (-0" PANELS; DEGREASED BACKSIDE. NATURAL MILL FINISH; CLEANED & DEGREASED SEALED; 1x7 SQUARE /0.135; INTERCRIMP FLATTENED. PLAIN STEEL 3/4 ", 518 (OR STANDARD) BOND SHEARED 48SWD, CLEANED AND DEGREASED WHERE INDICATED, CLEAR COAT FINISH COLOR PER ARCHITECT DIRECTION; UNROLLED AND FLATTENED 55 OA.LLLON DRUMS, 24 "x30" PANELS, UNLESS NOTED OTHERWISE 1/2 ", CLEAR COAT FINISH OFF -WHITE COLOR NOTE ABLE ABOV' IS BASED ON "NORTHWEST WALL AND CEILING BUREAU" MANUAL DESIGN YIELD STRENGTH: Fy = 33 ksi FOR 78 GA. AND LIGHTS. Fy = 50 ksi FOR 14 AND 16 GA. SECTIONS NEW WALL LEGEND NOTE: STUD SPACING PER STUD SCHEDULE ABOVE POSSIBILITIES PERT POINT 86065 ALMOND WHITE; SEAMLESS SHEET VINYL NOTE: 1. ALL FINISHES TO BE CLASS III (OR CLASS C) OR BETTER (FLAME SPREAD RATING OF 200 OR LESS) 2. ADHERE METAL PANELS TO GAS W/ 3M V.H.B. DOUBLE -SIDED FOAM TAPE AND ONE MECHANICAL FASTENER PER PANEL (SEE ELEVATIONS) 3 RECOMMENDED ADHESIVE (FLOOR PANELS): ULTRABOND - APPLY EVEN WEIGHT OVER PANEL AND ALLOW 48 HOURS CURE TIME. 4 G.C. TO APPLY FINAL WAX FINISH TO FLOOR PANELS FOR SLIP RESISTANCE; BETCO PORTRAIT FINISH SEALER (APPLY W/ FINISH MOP); RECOMMENDED SUPPLIER: OLYMPIC SUPPLY (206) 343-7658 CONTACT: RICK SMITH ACCEPTABLE ALTERNATIVE FINISH SEALER: SPARTAN TERRA GLAZE 5. ARMOUR SEAL CLEAR COAT SHOULD 8E APPLIED THICK ENOUGH TO FILL A DIVOT IN THE CONCRETE FLOOR 3/4" X, 3/8" DEEP. THIS APPLICATION TYPICALLY REQUIRES A OF IS GALLONS OF PRODUCT. STUD SCHEDULE FIT ROOM PARTITION WALL: EXPOSED, NESTED 3 -5/8" STEEL STUDS CLAD W/ 1/2" OSA' EACH SIDE, BARREL PANED FINISH AT SALES SIDE ONLY REMARKS REFER TO DETAIL 2/A7 G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR REFER TO DETAIL 4 /A6 (STOREFRONT BASE) & 5/A6 G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR OE TO GALV. SUSPENDED CEILING MAIN RUNNERS; HANG MESH AS REO D FOR LEVEL APPEARANCE. ALIGN WIRES MA SEAMS. STOREFRONT CONTROL ZONE, TOILET RM GENERAL WALL COLOR SALES TO PASSAGEWAY DOOR AND FRAME - SEE ELEVS. SALES FLOOR TOP COAT W/ CLEAR HIGH GLOSS SEALER (SHERWIN WILUAMS: ARMORSEAL 700HS - CLEAR 870V020)SEE NOTE 5 SALES FLOOR BOTTOM COAT AT ENTRY SOFFIT WALL PANELS, SEE NOTE 2 BELOW G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR FLOOR PANELS SEE NOTES 3 & 4 BELOW PROTECTION WIRE SCREEN AT STOREFRONT ROLLING. GRILLE, WALL FOCAL AND PROTECTION SCREEN ABOVE ENTRY WALL PANELS WALL PANELS AT SALES AND FITROOM EXTERIORS G.C. TO COORDINATE QUANTITY W/ METAL FABRICATOR FITTING ROOM PARTITIONS - INTERIORS ONLY TOILET ROOM WAINSCOT; MOP SINK. AREA IF EXISTS TOILET ROOM FLOOR AND BASE; PROVIDE WATERPROOF MEMBRANE IF INDICATED ON PLAN DOOR SCHEDULE NO. O NOTE: NOTE: W. FLUSH H. TH. FITTING ROOM HARDWARE: DOOR LOCATION/ TYPE HARDWARE TYPE x 12' -8" (BOTTOM OF TS HEADER) 3'- D " x7' -0 "x1 3/4" 3 3' -0" x 7 -0" x 1 3/4 x 7' -0" x 1 3/4" EXISTING TO REMAIN 3' - X 6' -0" X 1 1/2" 2' -8" X 6' -0" X 1 1/2" 2 2 MALL ENTRY/ (HDWR. PER FAB'R.) SALES TO EXIT CORRIDOR/ PASS. LATCH SET EMT CORRIDOR TO STORAGE/ PASS. LATCH SET TOILET TO STORAGE/ PRWACY LOCK EXIT CORRIDOR TO MALL CORRIDOR/ PANIC BAR H.C. AT ROOM/NIGHT LATCH AND DOOR PULL FIT ROOM/NIGHT LATCH AND DOW FULL ALUM /CLEAR 0 0 SALES SIDE) STORAGE SIDE) HM P1 CORRIDOR SIDE) PI STORAGE SIDE) HM P1 STORAGE SIDE) MATCH (TOILET) HM Pt CORRIDOR SIDE) TO MATCH (MALL CORR. SIDE) FICEL CE 0 0 SALES SIDE) FIT SIDE) HOLLOW CORE VjG SALES SIDE) FIT SIDE) ALUMINUM SALES SIDE) STORAGE SAE) HM 0 HM m CORRIDOR SAE) P1 STORAGE SUE) P1 HU STORAGE SIDE) TO MATCH (TOILET) ()STO STOOK) TO MATCH (MALL CORR. SIDE) M1 0 Mt 4/A7.1 4 /A7.T 4/A7.1 5/A7.1 5/A7.1 FLUSH DOOR MAIL FIN. OVERHEAD ROLLING GRILLE FRAME MAIL FIN. DETAIL REMARKS "ALUMATEK GRILLE; PUSH -UP OPERAB^" FIELD WY DIMS 20 MIN. DOOR: PROVIDE & ADA APPROVED HARDWARE 20 MIN. DOOR. PROVIDE & ADA APPROVED HARDWARE PROVIDE ADA APPROVED HARDWARE & PROVIDE SIGNAGE EXISTING RATED DOOR: PROVIDE BATTERY OPERATED ADA COMPLIANT EXIT DEVICE (METES OR EQ) NO CYLINDER AT EXIT CORRIDOR SIDE DOOR BY METAL FABRICATOR HARDWARE PER NOTE BELOW PROVIDE CLOSER TH DOOR ONLY GC TO MOROSE DOOR FOR LATCH INSTALLATION DOORS BY METAL FABRICATOR HARDWARE PER NOTE BELOW GC TO MORTISE DOOR FOR LATCH INSTALLATION PROVIDE NEW LOCKS AS REQUIRED. ALL DOOR HARDWARE TO MEET CURRENT A.D.A GUIDELINES: NIGHT LATCH: SCHLAGE 8250PD SPRING LOADED LATCH, DULL CHROME FINISH (626) DOOR PULL: McMASTER -CARR $14020.11, CAST ALUMINUM W/ DULL ALUM. FINISH. OR QUAL (BOTH SIDES, TYP.) ROLLER CATCH: IVE 53478 X US26D CLOSER: LCN SMOOTHIE 4010 SERIES OR EQUAL (MC. FIT ROOM ONO HINGE: PLAIN STEEL, 4" WELDED TO DOORS BY METAL FABRICATOR CLOTHES HOOK: SUPPLIED BY METAL FABRICATOR MIRRORS: FURNISHED AND INSTALLED BY GC. ALL FIT ROOM LOCKS KEYED ALIKE; FIT .ROOM DOORS AND TRIM SUPPLIED BY.. METAL FABRICATOR NOTE MAIN EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE ,WITHOUT THE USE OF A KEY 1 OR ANY SPECIAL KNOWLEDGE T OR EFFORT. 1 I I NOTE FOR LOCKING IINDICATORI DEVICES THAT ARE USED FOR THE MAIN EXIT (IN "M" OCCUPANCIES), PROVIDE NOTE OVER THE DOOR IN BACKGROUND STATING HIGH LETTERS ON A CONTRASTING BACKGROU STATING. THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." DOOR TYPES 43 Pt )PAINT WALLS & DOORS AT CORRIDOR, TYP 24' -0" NF FLOOR PLAN 1/4"--I-0" YELLOW STRIPES W/ "NO STOCK THIS AREA STENCIL ON THE FLOOR FE -.- FIRE EXTINGUISHER, TYPE 1018. ABC STORAGE - PAINT WALLS & DOOR STOCK; S EXISTNG ELECTRICAL P8 PANELS TO REMAIN 0 FIR COORDINATE LOCATION AND SIZE OF RBJGH OPENING OF FITTING RM DOOR W/METAL FABRICATOR q5y SE ONE 0 Flit GLE. FRAME ABOVETYP. NE OVERHEAD CUING LLE A6 I. FLOORING, E OF BULKHEA ABOVE T ROLLED STL TRANSITION TRIP, F.O.I,C.; FOR TH TRANSITION OM LANDLORD'S FLOORING Sheet Rlle CONCRETE SLAB NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2305 Sheet Si ber STORE #2109 1 BID SET 05/12/00 PERMIT SET 05/12/00 LANDLORD SET 05/12/00 Nnber Dale By Desvghae oI Revision FLOOR _ PLAN/ SCHEDULES CO o3 CO - R NOc et UI CC W C ZQ uj Zw O (-) < e 0 to MIS co Scde 1/4" = i' -0" L NEUTRAL PIER O•WMd JKM Down CLR Ddel, 05/02/00 Cocked. CLR Approved 1 , Job N Eber 41048.17 1 (1Z (1 I N LIGHT FIXTURE SCHEDULE III SYMBOL FIXTURE . 0 TRACK SUPPORT DETAIL RIGID CONDUIT HANGER CABLES J -BOX D N 12' -0" A.F. WELDED. WIRE MESH CEILING @ 11' -0" A.F.F. PENDANT SOCKET LIGHT FIXTURES SUSPENDED @ VARYING HEIGHTS 8' -O" TO TO 9' -6" A.F.F. FIXTURES TO BE PLUGGED INTO GALVANIZED 4 -PLEX 3 -4 FIXTURES PER 4 -PLEX NOTE: GENERAL ASSEMBLY OF CORD AND SOCKET SET W/ CABLE HOOK CLAMP AND HANGER, ALL COMPONENTS ARE UL APPROVED °PENDANT SOCKET LIGHT DETAIL 1/2' GALVANIZED DIA THREADED ROD TO UNISTRUT CHANNEL SPANNING BETWEEN EXISTING MALL STRUCTURE UNISTRUT CHANNEL P1000 PREGALVANIZED FINISH BY E.C. LIGHT TRACK PER SCHEDULE 11' -0" V.I.P. WELDED WIRE MESH MFR SPECIFICATION DASHED LINE INDICATES MAIN RUNNERS @ 4' -0" 0.C. FOR SUSPENDED GRID SUPPORT, TYP CONTRACTOR TO VERIFY THAT RUNNERS LIGHTING LOCATIONS. WITH SEE 15/A7 FOR GRID ASSEMBLY DETAIL SEE NOTE 11 ABOVE FOR GRID SUPPORT SPECIFICATION WATTAGE LINE OF CASHWRAP SHOWN FOR REFERENCE WAL MQUNTED LIGHT FIXTURES TIP. OF (4) ROWS. -SEE E LEV. 2/A5 QUANTITY FINISH SERVICE CORRIDOR HEIGHT A.F.F. MONITOR, B ACKET F.O.I.C., MOUNT @ Q-0"± AFF TO', GALVANIZED UNISTRUT S PPORT, TYP. NOTES REFER TO ELECTRICAL SHEETS TO COORDINATE ALL LIGHTING FIXTURE REQUIREMENTS. 2. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS. a PER CODE, EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED, WTH LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL 4. CENTER SUSPENDED WELDED WIRE MESH GRRID BETWEEN OPPOSING WALLS AS SHOWN. (OPEN TO ABOVE). S. ALL DOWN LIGHTS TO BE CENTERED OVER OPENINGS IN WIRE MESH GRID. 6. ALL CAN LIGHTING TO BE SUSPENDED EROM STRUCTURE AT 11' -3" A.F.F.; PENDANT SOCKETS WALL BE SUSPENDED BELOW WIRE MESH GRID AT RANDOM HEIGHTS NOT LESS TAN 8' -6" A.F.F. 7. CEILING MTU GALVANIZED 4-PIE( AND J-BOX MID ON RIGID CONDUIT AT 12' -0" A.F.F. ALL CONDUIT TO BE ADDITIONALLY SUPPORTED TO COMPLY WITH HE N.E.C. SECTION 370 -23E 8. ALL TRUSSES, BEAMS, DECK AND EQUIPMENT AT EXPOSED CEILING AREAS TO REMAIN UNPAINTED. 9. COORDINATE LOCATION OF HVAC DUCTS AND DIFFUSERS. ALL EXPOSED DUCTS TO BE SHEET METAL /GALVANIZED FINISH. REPLACE EXISTING DIFUSERS AND DUCTWORK WITH NEW GALV. FINISH DIFUERS AND DUCTWORK BOTTOM OF DIFFUSER AT 11' -6" A.F.F. DIMENSIONS ARE TO FACE OF FINISH WALL. CENTER. OF STEEL, OR CENTER OF FIXTURE, UNLESS NOTED OTHERBASE YIELDED WARE MESH SUPPORT TO BE MAIN RUNNERS ONLY, USG DX24 GALVANIZED FINISH; USE INSTALLATION SPACEBARS''. AT RANDOM LOCATIONS. TO MAINTAIN PARALLEL UNE GE MAIN RUNNERS. 12 CONTRACTOR TO PULL ALL WIRING FOR TV MONITORS AND STEREO SPEAKERS TO EQUIPMENT AT CASHWRAP;'. CONFIRM REQUIREMENTS WITH OWNER. MALL SPRINKLER ROOM OPEN TO STRUCTURE STORE #2109 NEW OMB CEILING AT 8' -0 A.F.F. 1 -HR. RATED CONST SEE DTL. 7/A7.T NEW OAR CE ING AT 8' -0" AF F.. 26" ROUND CONVEX SHATTER RESISTENT GLASS SECURITY MIRROR LAP JOINT; LAP 6"; TYP. TART 'POINT OF GRID• ALL SUSPENDED DOWNLIGHYS ABOVE GRID N BE OF GR IMTD ID @ ST 6" ART POUT INCREMENTS' F w�reeeeeeereeeeeee eer•�ww wwwwwww.wwwwwwwwwwwwwww..w w . n®wea: eiliii ®� iiiiee ieoeee eeeeu II e■ eeeeee■ eee�eeeseeeeyeeeeeee `eee���GiG t�.:a\NdSreet]ee e um mom eo eeee eee eeee eeeeee eeeoe eee ee eeuueeooeeeeorao eee - di - mum mom eeeeeew ■ eeeeeweeeC. - emmaeee®eeoeeeeeror e.eneseear _�oea I DONN GRID SYSTEM. r-0" X 20' -0" FLAT SHEET WELDED WIRE MESH AT 11' -0" BE.E, OPEN TO STRUCTURE ABOVE; GRID TO BE', INSTALLED AS REED'. FOR LEVEL APPEARANCE; SHEETS OF YAW TO BE 'SPLICED (3) LOCATIONS PER EDGE W/ MIN. OF. (6) WRAPS' OF 16 GA ANNEALED WIRE SEE DETAIL 6/A7.1 ANGLE SPEAKER TOWARD SALES FLOOR; SEE SPEAKER MOUNTING DETAIL 2/A7.1 26" ROUND CONVEX SHATTER RESISTENT GLASS SECURITY MIRROR 4' -0" GRID PATTERN TO AID G.C. ON LIGHT PLACEMENT REFLECTED I CEILING PLAN DISPLAY BACKDROP • MOUNTINGII POINTS' I ABOVE, TYP. VERIFY IN FIELD (TIP.) SEE. 4'X4 OUTRIGGER BELO SOFFIT, TIP. GC' TO DETERMINE LENGTH IN FIELD NEW GAB:� CEILING '013'- 1/2 "' AFF. NF NEON IUIN A T STOREFRONT M TIM? FOIL, VIA TIME CLOCK EXIT LIGHT: MOUNT CENTERED ABOVE ENTRY DOOR 1)1Y-5* A.F.F. LEASE LINE LINE OF MALL BULKHEAD NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (206) 621 -2305 BID SET PERMIT SET LANDLORD SET Umber Date By Sleet Titla' REFLECTED CEILING PLAN LIGHT FIXTURE SCHEDULE Sheet Rube/ 3146 Ffo ED PERMIT / BID SET 05/12/00 05/12/00 Description of Revisions.._.. Safe AS NOTED d JKM Df CLR Det e 05/02/00 00 CIWNMRd CLR Approved By Job MATber 41048.1.7 RECEIVED ' ITV OF TUKWILA MA'' 0 21101 PERMIT CENTEH. • LIGHT TRACK: PENDANT MID JUNO, F.O.I.C. LINE VOLTAGE TRACK SYSTEM - LINEAR FT BLACK 11' -1" > TRACK LIGHT JUNO, F.O.I.C. JUNO V689 75W PAR 30 75 138 BLACK 10 -7" TRACK LIGHT JUNO, F.O.I.C. JUNO V689 50W PAR 30 50 0 BLACK 10'_7• LONG STEM MONOPOINT; MR -16 ALFA. F.O.I.C. ALFA 99736 -75 75 4 METALLIC 8' -6" FLUORESCENT DOWNLIGHT; CHAN SUSPENDED JUNO, F.O.I.C. JUNO CV8- 126/32E- 237C -WH 32 16 F. F. CLEAR REFLECTOR 11' -3" 0 PENDANT SOCKET F.O.LC SOCKET ON EXTENSION CORD (W/VARIED CLEAR A -LAMPS F.O.I.C.) 25 120 WHITE PORCELAIN VARIES, BETWEEN 8' -0" 80 9' -6" WALL MOUNT SOCKET F.O.I.0 PAR 100026 PORCELAIN SOCKET ON SURFACE MTD J -BOX (W /8" DIA. GRCALUME FLUOR. LAMP) 22 3 WHITE PORCELAIN 6' -8" U.N.O. ON ELEVATION EXIT LIGHT CRESCENT, F.O.I.0 CRESCENT CSRW32E, RED - 3 WHITE EXIT LIGHT CRESCENT, F.O.I.0 CRESCENT CSGW32E, GREEN - 0 WHITE WALL MOUNT SOCKET F.O.I.0 LEV 9875 PORCii.?JN SOCKET ON SURFACE MTD J -BOX (W /SILVERBALL CLEAR A -LAMP 30W) 25 32 WHITE PORCELAIN PER ELEVATIONS METAL HALIDE DOWNLIGHT; CHAIN SUSPENDED JUNO, F.O.I.C. JUNO M8- 100- 8800C -WH /HB26 100 0 FACTORY FINISH 11' -3" ; Li :1j1 METAL HALIDE DOWNLIGHT; CHAIN SUSPENDED JUNO, F.O.I.C. JUNO M8- 70- 8800C -WH /HB26 50 32 FACTORY FINISH 11' -3" TV MONITOR AND BRACKET F.O.I.C. P/ N BRACKET MOUNTED TO UNISTRUT - 2 MOUNT JUST BELOW GRID STEREO SPEAKER F.O.I.C. - 8 CHAIN MTD FROM GRID @ t10 -0" AFF 48" SURFACE MTD FLUORESCENT FIXTURE CRESCENT, F.O.I.C. CRESCENT SCE 240ASSOCT :58 3 FACTORY FINISH SURFACE MID. @ t8' -0" AFF 1 48" SURFACE MID FLUORESCENT FIXTURE CRESCENT, F.O.I.C. • CRESCENT SCF 240ASSOCT 58 • 2 FACTORY FINISH CHAIN SUSPENDED FROM STRUCTURE @ 1E -0" A.F.F. :- EMERGENCY LIGHT CRESCENT, F. O.I.C. GROAN, FALL CRESCENT CELW2E GROAN A 162, COORDINATE WITH EXHAUST DUCT AND • DUCT TO OUTSIDE - 4 ,STY "I STANDARD 11' -0" A.F.F. I • d' -0" p.FF. 0 FAN /LIGHT COMBINATION NOTE: SECURITY MIRROR PROVIDED BY G.C. SECURITY MIRROR SPECIFICATION CEILING MATERIAL SCHEDULE NOTE EXISTING CEILING • ) STRUCHRE AND B.O. DECK) TO REMAIN' UNPAINTED. G.C. TO CONTACT ARCHITECT IF FIREPROOFING IS EXISTING SYMBOL DESCRIPTION 26" SHATTER RESISTENT GLASS MCMASTER -CARR QUANTITY = 2 MOUNT BELOW WELDED SAFETY MIRROR #5999T43 OR EQUAL WRY MESH GRID NEW GWB CEILING, HEIGHT VARIES REFER TO PLAN OPEN TO SHUCTORE W R GRID N 6 X6 TSPENDED WELDED WIRE MESH ATIVE @ 11' -0" AFF. W /DONN GRID SYSTEM eeeeeeeeeee eeeeeeeeeee eeeeeeeeeee eeeeeeeeeee 1 (1Z (1 I N LIGHT FIXTURE SCHEDULE III SYMBOL FIXTURE . 0 TRACK SUPPORT DETAIL RIGID CONDUIT HANGER CABLES J -BOX D N 12' -0" A.F. WELDED. WIRE MESH CEILING @ 11' -0" A.F.F. PENDANT SOCKET LIGHT FIXTURES SUSPENDED @ VARYING HEIGHTS 8' -O" TO TO 9' -6" A.F.F. FIXTURES TO BE PLUGGED INTO GALVANIZED 4 -PLEX 3 -4 FIXTURES PER 4 -PLEX NOTE: GENERAL ASSEMBLY OF CORD AND SOCKET SET W/ CABLE HOOK CLAMP AND HANGER, ALL COMPONENTS ARE UL APPROVED °PENDANT SOCKET LIGHT DETAIL 1/2' GALVANIZED DIA THREADED ROD TO UNISTRUT CHANNEL SPANNING BETWEEN EXISTING MALL STRUCTURE UNISTRUT CHANNEL P1000 PREGALVANIZED FINISH BY E.C. LIGHT TRACK PER SCHEDULE 11' -0" V.I.P. WELDED WIRE MESH MFR SPECIFICATION DASHED LINE INDICATES MAIN RUNNERS @ 4' -0" 0.C. FOR SUSPENDED GRID SUPPORT, TYP CONTRACTOR TO VERIFY THAT RUNNERS LIGHTING LOCATIONS. WITH SEE 15/A7 FOR GRID ASSEMBLY DETAIL SEE NOTE 11 ABOVE FOR GRID SUPPORT SPECIFICATION WATTAGE LINE OF CASHWRAP SHOWN FOR REFERENCE WAL MQUNTED LIGHT FIXTURES TIP. OF (4) ROWS. -SEE E LEV. 2/A5 QUANTITY FINISH SERVICE CORRIDOR HEIGHT A.F.F. MONITOR, B ACKET F.O.I.C., MOUNT @ Q-0"± AFF TO', GALVANIZED UNISTRUT S PPORT, TYP. NOTES REFER TO ELECTRICAL SHEETS TO COORDINATE ALL LIGHTING FIXTURE REQUIREMENTS. 2. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS. a PER CODE, EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED, WTH LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL 4. CENTER SUSPENDED WELDED WIRE MESH GRRID BETWEEN OPPOSING WALLS AS SHOWN. (OPEN TO ABOVE). S. ALL DOWN LIGHTS TO BE CENTERED OVER OPENINGS IN WIRE MESH GRID. 6. ALL CAN LIGHTING TO BE SUSPENDED EROM STRUCTURE AT 11' -3" A.F.F.; PENDANT SOCKETS WALL BE SUSPENDED BELOW WIRE MESH GRID AT RANDOM HEIGHTS NOT LESS TAN 8' -6" A.F.F. 7. CEILING MTU GALVANIZED 4-PIE( AND J-BOX MID ON RIGID CONDUIT AT 12' -0" A.F.F. ALL CONDUIT TO BE ADDITIONALLY SUPPORTED TO COMPLY WITH HE N.E.C. SECTION 370 -23E 8. ALL TRUSSES, BEAMS, DECK AND EQUIPMENT AT EXPOSED CEILING AREAS TO REMAIN UNPAINTED. 9. COORDINATE LOCATION OF HVAC DUCTS AND DIFFUSERS. ALL EXPOSED DUCTS TO BE SHEET METAL /GALVANIZED FINISH. REPLACE EXISTING DIFUSERS AND DUCTWORK WITH NEW GALV. FINISH DIFUERS AND DUCTWORK BOTTOM OF DIFFUSER AT 11' -6" A.F.F. DIMENSIONS ARE TO FACE OF FINISH WALL. CENTER. OF STEEL, OR CENTER OF FIXTURE, UNLESS NOTED OTHERBASE YIELDED WARE MESH SUPPORT TO BE MAIN RUNNERS ONLY, USG DX24 GALVANIZED FINISH; USE INSTALLATION SPACEBARS''. AT RANDOM LOCATIONS. TO MAINTAIN PARALLEL UNE GE MAIN RUNNERS. 12 CONTRACTOR TO PULL ALL WIRING FOR TV MONITORS AND STEREO SPEAKERS TO EQUIPMENT AT CASHWRAP;'. CONFIRM REQUIREMENTS WITH OWNER. MALL SPRINKLER ROOM OPEN TO STRUCTURE STORE #2109 NEW OMB CEILING AT 8' -0 A.F.F. 1 -HR. RATED CONST SEE DTL. 7/A7.T NEW OAR CE ING AT 8' -0" AF F.. 26" ROUND CONVEX SHATTER RESISTENT GLASS SECURITY MIRROR LAP JOINT; LAP 6"; TYP. TART 'POINT OF GRID• ALL SUSPENDED DOWNLIGHYS ABOVE GRID N BE OF GR IMTD ID @ ST 6" ART POUT INCREMENTS' F w�reeeeeeereeeeeee eer•�ww wwwwwww.wwwwwwwwwwwwwww..w w . n®wea: eiliii ®� iiiiee ieoeee eeeeu II e■ eeeeee■ eee�eeeseeeeyeeeeeee `eee���GiG t�.:a\NdSreet]ee e um mom eo eeee eee eeee eeeeee eeeoe eee ee eeuueeooeeeeorao eee - di - mum mom eeeeeew ■ eeeeeweeeC. - emmaeee®eeoeeeeeror e.eneseear _�oea I DONN GRID SYSTEM. r-0" X 20' -0" FLAT SHEET WELDED WIRE MESH AT 11' -0" BE.E, OPEN TO STRUCTURE ABOVE; GRID TO BE', INSTALLED AS REED'. FOR LEVEL APPEARANCE; SHEETS OF YAW TO BE 'SPLICED (3) LOCATIONS PER EDGE W/ MIN. OF. (6) WRAPS' OF 16 GA ANNEALED WIRE SEE DETAIL 6/A7.1 ANGLE SPEAKER TOWARD SALES FLOOR; SEE SPEAKER MOUNTING DETAIL 2/A7.1 26" ROUND CONVEX SHATTER RESISTENT GLASS SECURITY MIRROR 4' -0" GRID PATTERN TO AID G.C. ON LIGHT PLACEMENT REFLECTED I CEILING PLAN DISPLAY BACKDROP • MOUNTINGII POINTS' I ABOVE, TYP. VERIFY IN FIELD (TIP.) SEE. 4'X4 OUTRIGGER BELO SOFFIT, TIP. GC' TO DETERMINE LENGTH IN FIELD NEW GAB:� CEILING '013'- 1/2 "' AFF. NF NEON IUIN A T STOREFRONT M TIM? FOIL, VIA TIME CLOCK EXIT LIGHT: MOUNT CENTERED ABOVE ENTRY DOOR 1)1Y-5* A.F.F. LEASE LINE LINE OF MALL BULKHEAD NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (206) 621 -2305 BID SET PERMIT SET LANDLORD SET Umber Date By Sleet Titla' REFLECTED CEILING PLAN LIGHT FIXTURE SCHEDULE Sheet Rube/ 3146 Ffo ED PERMIT / BID SET 05/12/00 05/12/00 Description of Revisions.._.. Safe AS NOTED d JKM Df CLR Det e 05/02/00 00 CIWNMRd CLR Approved By Job MATber 41048.1.7 RECEIVED ' ITV OF TUKWILA MA'' 0 21101 PERMIT CENTEH. • HOT ROLL 0 STEEL FLOOR P ELS BY META FABRICATO EMI 6' LIGHTEI GLASS DISPLAY I. CASHWRAj, F.O.I.C. BY METAL' FABRICATOR Id: 144 MALL SPRINKLER ROOM 45, THIS FITTING ROOM ONLY 2' X 5' MIRROR OCCURS IN 0 S -2 1/2 ENLARGED PLAN AT CASHWRAP -- TOILET PAPER DISPENSER (1) TOILET ELEV. = 0' CASHWRAP NOTES I WOVEN WIRE MESHI DISPLAY CAGE a' LIGHTED GLAD DISPLAY CASE. R.O.I.C. t 1/4" DIA. X 3' -6" GRAB BAR AT 33" ABOVE FINISH FLOOR 1 1/4" DIA. X 3' -0" GRAB BAR AT 33" ABOVE FINISH FLOOOR— 18" M I I. ALL CASHWRAP ELEMENTS EXCEPT LIGHTED DISPLAY, MANUFACTURED BY METAL FABRICATOR. G.C. TO COORDINATE INSTALLATION OF CASHWRAP AND DISPLAY CASES W/ METAL FABRICATOR. 2. CASHWRAP POWER REQUIREMENTS: PHONE, POINT OF SALE COMPUTERS, STEREO EQUIPMENT. VIDEO EQUIPMENT, ILLUMINATED CLASS DISPLAY, MISC. ELECTRONIC DEUCES AND LIGHTING AT FRONT OF CASHWRAP. CONTRACTOR TO PULL ALL WIRES AND CABLES REQUIRED FOR OPERATION OF CASHWRAP EQUIPMENT AND PROVIDE FINAL HOOK —UP. 10' -2 3/4 CUP DISPENSER 1' -6" X 3' -0" MIRROR SOAP DISPENSER MN O TOILET ELEV" Cj :§ 12" 12" \ PAPER TOWEL DISPENSER (ALL DISPENSERS HAD MAX. HIGHEST OPERABLE PART) EXPANDED METAL :XPA4DEL EXPANDED METAL WOVEN WRE MESH '.CAGE. 2 ' -0 " EQ. E EXPANDED METAL'. TYP. 2' -0" E0. TYP. % PAONE MIN TYP, BARREL METAL BARREL BARREL TAL, FOIC L, FOIL INSULATE PIPE O TOILET ELEV. /4 =1'_0" SEE ELEVATIONS (3 SKATEBOARDS DS FEATURE NEW HOLLOW METAL DOOR CASHWRAP F.O.I.C. CONTRACTOR TO PROVIDE WRING FOR SOCKET FIXTURES COORDINATE WITH METAL FABRICATOR WOVEN WIRE MESH PORCELAIN SOCKET W/ SILVER BALL LAMP MOUNTED TO STEEL BACK PANEL BEHIND WOVEN WRE MESH; EMPTY J —BOXES TO BE INSTALLED BY FABRICATOR, WRING BY E.C. ®EXTERIOR ELEVATION AT CASHWRAP C) INTERIOR APPROXIMATE LOCATIONS FOR 4 —PLEX RECEPTACLES TOILET ELEV. (iD STOCK RM. ELEV. 1/4"=1'0" 1/4 „_1' -0” N SALES ® . TIP. he Q 0 VOW. W EXPANDED METAL SERVICE ° CORRIDOR METAL METAL UNISEX HANDICAP SIGN, TYP. CENTERED ON TOILET RM DOOR AT A HEIGHT OF 60" TO FINISH FLOOR TACTILE RESTROOM SIGN LOCATED ON LARIF SIDE OF DOOR, TSP. GRADE 2 BRAILLE, 60 ",.. O.C. I EXPANDED METAL SHELF NDARDS MOUNTED ELSTA AT 2' -0 QC., TSP_ SHELF STANDARDS, MOUNTED AT D. -0 O.C., METAL 12" 2' -0 O FIXTURE PLAN 30" x 46" DISPLAY FIXTURE, F.O.I.C., TYP. OF (2) BY METAL FABRICATOR XPANDED METAL MOUNTING POINT FOR DISPLAY BACKDROP SEE 3/A7.1 DISPLAY BACKDROP, BY METAL FABRICATOR TYP. OF (2) SHELF STANDARDS MOUNTED AT 2 -0" O.C., TIP. H.C. FITTING ROOM BENCH 21 ZONE ON BENCH 0 24 -x46" ACCESSIBLE SITTING Q I HO ROLLED STEEL, FDIC DISPLAY DISPLA A5.1 E0. 21, -01 NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2305 C. FONZSYTH STATE OF WASHINGTON STORE #2109 • BID SET 05/12/00 PERMIT SET 05/12/00 LANDLORD SET 05/12/00 /Amber Dale By Desorption of Revisions Sleet Title FIXTURE PLAN CASHWRAP PLAN CASHWRAP ELEVATIONS Scde AS NOTED Dew., JKM Dote', 05/02/00 Approved By Sheet:. *riser CLR Checked CLR AN *ter 41048.17 II C J' co J m CO m W uj EC I Q Z C.) < 0 4 4 I— O co el t— 4W) Co RECEIVED ITY OF TUKWILA MAY 1 8 PERMIT CENTER - - - • "' • •• •"••" ••"•" (SKATEBOARD FEATURE) c,vn, mc,n� PS ® CO SOFFIT / Pt® WALL & COLUMNS 401 WELD ED WIRE \ ®1 0 "AF.F. MESH COLUMN ENCLOSURE, WALL & COLUMNS A% 4 A7 � SIM. 0 . Pt WALL & COLUMNS A7 WELDED WIRE MESH SHELVING STANDARDS, 0 11' O'A:F.F. �F.O.I.C. TYP.. — —, P7 ID WALL & COLUMNS START POINT FOR 2' -0" 12" $ UDS HT T N P ESTED 12" Y 0' WALL MTD. PORCELAIN ' LAMP 1__ Pi �® SOFFIT ONLY �{ t ...s STEEL PANELS TYP. TYP. Ankh /— �.... h t SHELVNG STANDARDS, TYP. ✓t st -ri . • aS. , XY7Y { SSr pg Oe SOFFIT 2N ONLY r ' is 1 � I s�rv,l> a N ; .,:, .. :., ., v 4 <t- Y J .. > rl v> n I 111 k I y XL I P 12a I f 1 - - - • "' • •• •"••" ••"•" (SKATEBOARD FEATURE) c,vn, mc,n� PS ® CO SOFFIT / WELD ED WIRE \ ®1 0 "AF.F. MESH 4 A7 � SIM. 0 . r — — —, 1 1 C1 ® SURF SURFACE W/ 1 WALL MTD. PORCELAIN ' LAMP J -BOX SOCKET TYP. mg I II o II I II L— o �{ t ...s rt ROLLING GRILLE BEYOND - STORE SIGN BEYOND WOVEN WIRE SECURITY SEE DETAIL alk IZIF GRILLE TRACK, TYP. OPEN TO MALL I i LArgI•ULa NM I, • "' • •• •"••" ••"•" (SKATEBOARD FEATURE) c,vn, mc,n� nv .,.._ m,,,,, i i,. ..i ,.i WELD ED WIRE \ ®1 0 "AF.F. MESH 4 A7 � SIM. 0 . r — — —, 1 1 C1 ® SURF SURFACE W/ 1 WALL MTD. PORCELAIN ' LAMP J -BOX SOCKET TYP. mg &CONDUIT & SILVER I gar I L— o �{ t ...s rt • ? � S /— �.... h t SHELVNG STANDARDS, TYP. ✓t st -ri . • aS. , XY7Y { SSr pg Oe SOFFIT 2N ONLY fli f /.0 X. /� 1 � I s�rv,l> a N ; .,:, .. :., ., v 4 n 4 'ri I ti • 12a I 1 TS POST STOREFRONT 3' X 3" -METAL ANGLE TRIM CORNER F.O.I.C. BARREL METAL, EGO TS 4X4X3/16" HEADER TO RUN STS BETWEEN AT VERT. TS PO. EACH CONNECTOR TS 4X4X3/16` BRACE 13' -0 1/2D & E " A.F.FN. TRY (VLF) 6.0. BLKH SOFFIT LIN 1' OF 0" A.F.F. W WIRE MESH N 1- ELDED DISPLAY BACKDROP FROM 55 GAL STEEL DRUM, F.O.I.C., PANEL CABLES & HOOKS BY MR FABRICATOR ANCHORS BY G.C. NATURAL COLOR TUBULAR STEEL CLEAR COAT FINISH DISPLAY FIXTURE, FOIL G.C. TO SECURE TO FLOOR BARREL METAL FOIC STEEL DRUM PANELS. FDIC. FIT BETWEEN SHELF STANDARDS & STAGGER AS SHOWN. START EACH BAY AT BOTTOM & OVERLAP AT THE TOP OF EACH PANEL UNPAINTED EXPANDED METAL ON PAINTED FURRING CHANNELS. ON PAINTED GWB TYP. q INTERIOR STOREFRONT ELEVATION i 1/4" = TYP. NOTE: G.C. TO COORDINATE. ROLLING GRILLE. DIMS AND INSTALLATION HNTH ALUMATEK. ALUMATEK TO PROVIDE TS POSTS AT GRILLE. UNISTRUT ASSEMBLY `�-3' X 3'. METAL ANGLE TRIM CORNER'. F.O.I.C. TYP. 24'((W)) HOT ROLLED STEEL PANELS CENBEREDE A AT OP; L SEE FINISH SCHEDULE; VERIFY ALL REVD PANEL SIZES W/ PANEL FAB'R MECHANICAL FASTENER WOVEN ANNE MESH HR 1' FLAT BAR HR 1 -1 /2 "X 1 -1/2' ANGLE (4) SEES WELD TO POST 4" x 4' POST UNPAINTED EXPAND D METAL ON PAINTED FURRING CHANNELS ON PAINTED GWB LAP SEAM, TYP. EXPANDED. METAL AEI LLAP SEAM, TYP 016 0 - 1 -1-0 M4 WOVEN WIRE MESH CAGE ON UNISTRUT STRUCTURE WELDED 'BARE MESH N 11'- O'A.F.F. 3' X 3' METAL ANGLE TRR:: CORNER F.0.1C. UNPAINTED EXPANDED METAL ON PANTED FURRING CHANNELS ON PAINTED GWB TYP. 24' W HOT ROLLED STEEL PANELS. W/ (1) 'MECHANICAL FASTENER CENTERED AT TOP; SEE KNISH SCHEDULE; VERIFY ALL REVD PANEL. SIZES W/ PANEL FAB'R HOT ROLLED STEEL, FOIL O SIDE ELEVATION 1/4" = 1` -0" FIT ROOM PARITION, TYP.. U REAR ELEVATION 1/4 „ 1 -0 L CD UNPAINTED EXPANDED METAL ON PAINTED FURRING CHANNELS ON PAINTED GWB O SIDE ELEVATION 1/4" = 1 , o " SHELVING STANDARDS, F.O.I.C. TYP. 3' X 3' METAL ANGLE TRIM CORNER F.O.I.C. N DOOR FRAME ONLY AD DOOR HOT ROLLED STEEL FOIC )W4 ((I)) M ROLLED � STEEL E S FASTENER E CENTERED, AT TOP; SEE FINISH SCHEDULE'. VERIFY ALL, REVD' PANEL SIZES W/' PANEL FAB'R 0 STEEL DRUM PANELS, FOIC.� FIT BETWEEN SHELF STANDARDS & STAGGER AS SHOWN. START EACH BAY AT BOTTOM & OVERLAP AT THE TOP OF EACH. PANEL AAREL 3' X 3' METAL ANGLE TRIM. 0 CORNER F.O.I.C. (5 POST STOREFRONT NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 1206) 621 -2305 Scde 1/4" = (' -0" Dos* JKM Dole 05/02/00 APProvad By STORE #2109 BID SET 05/12/00 PERMIT SET 05/12/00 LANDLORD SET 05/12/00 Number Dale By Desuption of Revisions .Sheet Title INTERIOR ELEVATIONS CLR checked CLR AK NM Ker 41048.17 ECENED OF TUKWILA MAX 0 66011 PERMIT CENTER FIT RM SIDE ELEVATION EXPOSED STRUCTURE M FITTING ROOMS NESTED GALVANIZED STEEL STUDS TO EXTEND TO STRUCTURE ABOVE I 'I it\ BARREL PANELS, FDIC ANCHOR TO FRT SUBSTRA W'/ TEK SCREWS ALL EDGES TO BE LAPPED. COORDINATE PANEL SIZES AND TRIM W/ FABRICATOR I LINE OF WELDED WIRE MESH GRID N 1l' -0" ARE. PENDANT SOCKET LIGHTS MIRRORS BY GC MOUNTED TO DOORS W/ MASTIC FIT ROOM DOORS, FOIL NIGHT LATCH LOCK TYP. W/ PLAIN STEEL DOOR PULL NEST METAL RUNNER BETWEEN METAL STUDS TO ENCLOSE CHANNEL; PROVIDE METAL BLOCKING INSIDE RUNNER 11� =INN MIN IIsol■ CD FIT RM FRONT ELEVATION 1/4 " =1' -0 =1' 0„ O H.C. FIT RM INTERIOR (11) H.C. FIT RM INT. 1/4" = 1' 0" 1/4" = 1' 0" (OTHER FIT RM SIM .) 1' 0" 1/4" = 1' 0" (OTHER FIT RM SIM.) HOT ROLLED STEEL, SEE NOTES ON ELEV. 2 /AS 0.5.8. BENCH IN HC FITTING ROOM ONLY — Li Du u - ® H.C. FIT RM INT. 1/4" = 1' -0" (OTHER FIT RM SIM.) ALINE OF WELDET 'MI MESH GRID ®T1' -0" BEE TY P FITTING ROOM HOOKS; CENTER EN DOOR @ 5-6" A.F.F. ALL FIT ROOMS, TYP. SURFACE MOUNTED J -BOX M PORCELAIN SOCKET; FLUORESCENT CIRCALDME UGHT SURFACE MID. CONDUIT; TYP. ALL FIT ROOMS O.S.B. PANELS SCREW TO METAL STUD WALL; N0. 10 OVAL HEAD PHILIPS W/ COUNTER SUNK WASHER BLACK KNISH, TYPE A, SHARP POINT, TYP. DOOR PULL BOTH SIDES, ALL FIT ROOMS TYP. 24 "z60" MIRROR H.C. FITTING ROOM ONLY A O H.C. FIT RM INT. 1/4" = 1' -0" (OTHER FIT RM SIM.) NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax 1206) 621 -2305 Sheet ONth REGI ' 'ED AR .ECT STORE #2109 PERMIT / BID SET BID! SET 05/12/00 PERMIT SET 05/12100' LANDLORD SET 05/12/00' nivrbeit Dote By Desorption o! Revisions Sheet Title INTERIOR ELEVATIONS stole 1/4" = 1' -0" Desigod JKM Drown CLR Dale 05/02/00 Checked CLR Approved B 1 Job blobs, 41048.17 I WCEN CITY OF TUKWILA MAY 1 R ,till; PERMIT CENTER 4 WINDOW BASE, TYP. A6 O STOREFRONT ELEVATION 1/2' = —0 LSGN ABOVE LEASE LINE LINE OF MALL BULKHEAD. ABOVE 23' -4 I/4' MF HR SR C . TRANSITION STRIP, F.O EXISTING' NEUTRAL PIER — EXISTING NEUTRAL NEW WALL CONST. TYP. r -- LK CHORING LOCATON FOR - • r ABLE SUPPORTS AT gSPLAY BACKDROP, I T OP. YP II FACE OF OF WALL TS POST Q STOREFRONT PLAN 1/2' = 1' -0" MALL SIDE B " i STORE SIDE GLASS VARIES REFER TO 'LAN LEASE UNE BLACK CAULK BLK AS REOD FOR SOLID SUBSTRATE 12 GA HOT ROLLED STL BASE; BENT SHAPE AS SHOWN; GLUE TO CHANNEL CAULK AS REQ'D MALL TILE; EXTEND TO GLASS BASE AS SHOWN GLASS SETTING BLOCK 1 1/4"x1 1/4" STL CHANNEL; ANCHOR TO EXISTING CONC FLOOR W/ 1/4" CONC ANCHORS, MIN (3) PER CHANNEL; TO NOT USE POWER ACTUATED OR RAMSETTING DEVICES TO FASTEN ST CHANNEL TO MALL FLOOR PAINTED CONCRETE — SECURITY SYSTEM BY SENSORMATIC LINE OF TS HEADER ABOVE STORE SIDE 11 -0 ALL EXPOSED STEEL TO BE SEALED FROM LEASE LINE TO LEASE UNE 5/8' TYPE 'X' CWD M6 SR DRUM PANEL; ANCHOR DIRECTLY TO WALL HEM AT EDGE, TYP. BREAKFORMED HR SR PLATE MALL I BLK'G AS REQ'D 0 12 GA HOT ROLLED SR BASE; BENT SHAPE AS SHOWN; GLUE TO CHANNEL CAULK AS REQUIRED EXTEND MALL TILE TO WALL BASE AS SHOWN NEW WALL CONSTRUCTION �DISPLAY WINDOW BASE 5 BARREL BASE @ STOREFRONT A " = fl OF TS POST TUBE SR POST BEYOND WINDOW BASE, TYP.. T SE OUTRIGGER 3 ABOVE, TYP DISPLAY PLATFORM MAX 1:20 SLOPE 7 FACE OF WALL NOTE: STEEL TRANSITION PANEL MUST BE FLUSH WITH MALL TILE i SM. ABOVE NEUTRAL. PIER BEYOND DISPLAY WINDOW BEYOND LEASE LINE 16 CA HOT ROLLED STEEL TRANSITION PANEL; HEM AT END, F.O.I.C. BASE BEYOND ATTACH HR STL TO BLK'G W/ COUNTERSUNK FASTENERS AT 24' O.C. PROVIDE BLOCKING AS REQ'D; ATTACH TO CONC. SLAB W/ COUNTERSUNK EXPANSION BOLTS EXISTING MALL TIE; EXTEND TO LEASE LINE AS REO'D ez STING CONCRETE SLAB NOTE: METAL FABRICATOR TO PROVIDE 3/16' DIAM. HOLES AT 24' O.C. FOR FASTENERS; G.C. TO COORDINATE FIELD DIMS W/ FAB'R O ENTRY TRANSITION STRIP 3' = 1 0 I 1 / 1 %1 A.rasomp, TS BRACE AND OUTRIGGER I SURFACE MOUNT FFI J —BOX ON SOT PAINT SOFTTT Pg 4"x4'x3/16' TUBE SR HEADER MELD ALL AROUND TO T.S. POST, BEYOND WELDED WIRE MESH AT 11' -0" AF.F. , SECURITY SCREEN PANEL BEHIND ROLLING GRILLE, SEE DETAIL BELOW PREDRILL OUTRIGGER FOR WIRING AND RUN POWER TO SIGN WITHIN TS OUTRIGGER ROL'ANG GRILLE; SHOWN FOR REFERENCE, FIELD VERIFY LOCATION NOTE: FIELD WELDING MAY REQUIRE SPECIAL INSPECTION. TENANT STORE O SIGNAGE HEADER DETAIL 1 1/2" = V-0" P1000. UNISTRUT ATTACHED TO EXISTING BEAM TS BRACE & OUTRIGGER'S, -- _ Name;® WWM 1 SUSP_ ENDED AT 1 0 NEW SOFFIT CONST. 1 HR. SEPARATION; ALIGN WITH BOTTOM OF MALL BULKHEAD; FIELD VERIFY, PAINT DISPLAY BACKDROP BEY 4'z4 "x3/16" TS POST BEYOND O STOREFRONT SECTION 1/2" = 1 -0" BRACE AS REOD EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 13' -0 1/2' AFF B.D. MALL BLKHD$ HINGE /STEEL ANGLE, PATCH FITTTIN; ADHERE TO GLASS W CLEAR SILICONE, 1/2'. TEMPERED GLASS LEASE LINE NEUTRAL PIER BEYOND STEEL BASE', e4 P1000 UNISTRUT ATTACHED TO EXISTING BEAM TS BRACE &', OUTRIGGER NEW SOFFIT CONST. 1 HR. SEPARATION; ALIGN LATH BOTTOM OF MALL BULKHEAD; FIELD VERIFY, PAINT WWII SUSPENDED I AT 11 0 A,FP. SECURITY SCREEN PANEL BEHIND ROLLING'GRILLE ROLL —UP GRILLE COIL. EXPOSED; NO HOUSNG COORDINATE GRILLE DIMENSIONS W/ GRILLE MANUFACTURER: ALUMATEK CONTACT: CHRIS CHRISTIANSEN (600) 647 -7049 4'x4'x3/16' TS POST STEEL BASE PLATE AT POST BOTTOM TENANT FLOOR FINISH II EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 1T -0 1/2" A.F.F. B.O. MALL BULKHEAD 2'x3 "x3/16' 1S OUTRIGGER CONSTRUCT OUTRIGGERS AS SHOWN TO DROP T.O. SIGN TO 11' -6' A.F.F ,) 5'z4'z1/8" SR PLATE PREDRILL HOLES FOR SIGNAGE 'I CONNECTION, REFER TO DETAIL I FOR MOUNTING LOCATION ! . AT EACH END OF SIGN I I WELD 2'x3 "x3 /16" TS OUTRIGGER TO TS HEADER I I FOR SIGN SUPPORT 12 GA HOT ROLLED STEEL SIGN PANEL W/ LOGO CUT —OUT, F.O.I.C. METAL SIGN BOX ENCLOSURE WI NEON TUBE INTERNAL SIGN ILLUMINATION VIA TIMECLOCK 1/2' TEMPERED GLASS BEYOND ,---- NEUTRAL PIER BEYOND LEASE UNE NOTE: SIGN FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECT'S & LANDLORD'S APPROVAL PRIOR TO FABRICATION; ALL STOREFRONT SIGNS ARE FOIL, LINO. I GENERAL NOTE: I 1. GENERAL CONTRACTOR TO FINISH ALL EXPOSED STOREFRONT EDGES WITH CARE. ALL EDGES OF GM ATE STOREFRONT SHOULD BE SMOOTHED AND FINISHED TO MATCH. ADJACENT FINISHES: GENERAL. CONTRACTOR '0 PATCH, REPAIR .& REFINISH ALL MALL. SURFACES SURROUNDING STOREFRONT NTH MALL MATCH'. FINISHES AS NEEDED. NOTIFY ARCHITECT OF ANY UNUSUAL EDGE CONDITIONS THAT NEED SPECIAL ATTENTION. 2 S T"BEF,RONT TO BE FLOOR SUPPORTED iND PENDENT OF MALL STRUCTURE 3. UNDER NO CIRCUMSTANCES SHALL ANY POWER ACTUATED OR RAMSETTNG DEVICES' BE USED TO FASTEN STOREFRONT COMPONENTS TO MALL FLOOR. METAL TRA SITION STRIP ® STOREFRONT SECTION 1/2" = 1' -0" NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2305 STORE #2109 BRACE !‘S REQ'D EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 13' -0 1/2' AFF B.O. MALL BLKHD 12' -1 1/2' AFF4, TOP OF SIGN AT. EACH END OF SIGN WELD'. 2 "x3'x3/16'. TS OUTRIGGER TO TS HEADER FOR SIGN SUPPORT HOT ROLLED ST. ILLUMINATED. STOREFRONT SIGN LEASE LINE NEUTRAL PIER BEYOND, BID SET 05/12/00 PERMIT __SET 05/12/00 _ LANDLORD SET 05/12/00 Dote By DescrQton of ReMsions Sheet Title. STOREFRONT PLAN, ELEVATION, SATAN AS NOTED DIMOwd JKM Drain CLR Dme 05/02/00 Cheded CLR Approved By Job INprber 41048.17 :Sheet 19xrber 1 1 ° m co W', c ~Q 1-! 4* Z W C) a F J a 0 co col-- C) co RECEIVED ITYOFTUKWILA MA 18 1111111 PERMIT CENTER A6.2 TYP. EQ. 7'- 0" 13' -0 1/2" A.F.F. i ii, EQ. 4' -11" �( B.O. MALL BULKHEAD® 12' -11 2 A.F.F . . - - _ -- \ _ ei 123 .0-,L 031 j5�� `�� �d� T.O. SIGN 1/2" REVEAL, PAINT BLACK 0 �� I C UNE OF W.W.M.® lig LOW WATTAGE, UNE VOLTAGE DISPLAY LIGHT - II II II II 11 1/2" x 1/2" x 1/4" MR. ANGLE BARREL METAL PANELS, FqC — LOW VOLTAGE DISPLAY LIGHTING NEON LIGHTING MA 11MECLOCK SIGN BY SEPARATE PERMIT SEE 6/A6.1 FOR MOUNTING POINTS 1/2" z 1/4" NIL FLAT BAR _It_ IA DISPLAY BACKDROP SUPPORTED BY CABLE ALUMINUM GRILLE JAMB BEYOND SUSPENSION SYSTEM; FDIC EXISTING MALL NEUTRAL PIER, TYP. 1/2" TEMPERED GLASS, TYP. rxruSffail iu et xAi[v A LUMINUM GRILLE JAMB BEYOND TUBE STEEL POST; ALL EXPOSED SR TO BE SEALED LOGO APPLIED DIRECTLY TO BACK OF WINDOW; F010 OPEN TO STORE —, DISPLAY PLATFORM. 4 WINDOW BASE, TYP. A6 O STOREFRONT ELEVATION 1/2' = —0 LSGN ABOVE LEASE LINE LINE OF MALL BULKHEAD. ABOVE 23' -4 I/4' MF HR SR C . TRANSITION STRIP, F.O EXISTING' NEUTRAL PIER — EXISTING NEUTRAL NEW WALL CONST. TYP. r -- LK CHORING LOCATON FOR - • r ABLE SUPPORTS AT gSPLAY BACKDROP, I T OP. YP II FACE OF OF WALL TS POST Q STOREFRONT PLAN 1/2' = 1' -0" MALL SIDE B " i STORE SIDE GLASS VARIES REFER TO 'LAN LEASE UNE BLACK CAULK BLK AS REOD FOR SOLID SUBSTRATE 12 GA HOT ROLLED STL BASE; BENT SHAPE AS SHOWN; GLUE TO CHANNEL CAULK AS REQ'D MALL TILE; EXTEND TO GLASS BASE AS SHOWN GLASS SETTING BLOCK 1 1/4"x1 1/4" STL CHANNEL; ANCHOR TO EXISTING CONC FLOOR W/ 1/4" CONC ANCHORS, MIN (3) PER CHANNEL; TO NOT USE POWER ACTUATED OR RAMSETTING DEVICES TO FASTEN ST CHANNEL TO MALL FLOOR PAINTED CONCRETE — SECURITY SYSTEM BY SENSORMATIC LINE OF TS HEADER ABOVE STORE SIDE 11 -0 ALL EXPOSED STEEL TO BE SEALED FROM LEASE LINE TO LEASE UNE 5/8' TYPE 'X' CWD M6 SR DRUM PANEL; ANCHOR DIRECTLY TO WALL HEM AT EDGE, TYP. BREAKFORMED HR SR PLATE MALL I BLK'G AS REQ'D 0 12 GA HOT ROLLED SR BASE; BENT SHAPE AS SHOWN; GLUE TO CHANNEL CAULK AS REQUIRED EXTEND MALL TILE TO WALL BASE AS SHOWN NEW WALL CONSTRUCTION �DISPLAY WINDOW BASE 5 BARREL BASE @ STOREFRONT A " = fl OF TS POST TUBE SR POST BEYOND WINDOW BASE, TYP.. T SE OUTRIGGER 3 ABOVE, TYP DISPLAY PLATFORM MAX 1:20 SLOPE 7 FACE OF WALL NOTE: STEEL TRANSITION PANEL MUST BE FLUSH WITH MALL TILE i SM. ABOVE NEUTRAL. PIER BEYOND DISPLAY WINDOW BEYOND LEASE LINE 16 CA HOT ROLLED STEEL TRANSITION PANEL; HEM AT END, F.O.I.C. BASE BEYOND ATTACH HR STL TO BLK'G W/ COUNTERSUNK FASTENERS AT 24' O.C. PROVIDE BLOCKING AS REQ'D; ATTACH TO CONC. SLAB W/ COUNTERSUNK EXPANSION BOLTS EXISTING MALL TIE; EXTEND TO LEASE LINE AS REO'D ez STING CONCRETE SLAB NOTE: METAL FABRICATOR TO PROVIDE 3/16' DIAM. HOLES AT 24' O.C. FOR FASTENERS; G.C. TO COORDINATE FIELD DIMS W/ FAB'R O ENTRY TRANSITION STRIP 3' = 1 0 I 1 / 1 %1 A.rasomp, TS BRACE AND OUTRIGGER I SURFACE MOUNT FFI J —BOX ON SOT PAINT SOFTTT Pg 4"x4'x3/16' TUBE SR HEADER MELD ALL AROUND TO T.S. POST, BEYOND WELDED WIRE MESH AT 11' -0" AF.F. , SECURITY SCREEN PANEL BEHIND ROLLING GRILLE, SEE DETAIL BELOW PREDRILL OUTRIGGER FOR WIRING AND RUN POWER TO SIGN WITHIN TS OUTRIGGER ROL'ANG GRILLE; SHOWN FOR REFERENCE, FIELD VERIFY LOCATION NOTE: FIELD WELDING MAY REQUIRE SPECIAL INSPECTION. TENANT STORE O SIGNAGE HEADER DETAIL 1 1/2" = V-0" P1000. UNISTRUT ATTACHED TO EXISTING BEAM TS BRACE & OUTRIGGER'S, -- _ Name;® WWM 1 SUSP_ ENDED AT 1 0 NEW SOFFIT CONST. 1 HR. SEPARATION; ALIGN WITH BOTTOM OF MALL BULKHEAD; FIELD VERIFY, PAINT DISPLAY BACKDROP BEY 4'z4 "x3/16" TS POST BEYOND O STOREFRONT SECTION 1/2" = 1 -0" BRACE AS REOD EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 13' -0 1/2' AFF B.D. MALL BLKHD$ HINGE /STEEL ANGLE, PATCH FITTTIN; ADHERE TO GLASS W CLEAR SILICONE, 1/2'. TEMPERED GLASS LEASE LINE NEUTRAL PIER BEYOND STEEL BASE', e4 P1000 UNISTRUT ATTACHED TO EXISTING BEAM TS BRACE &', OUTRIGGER NEW SOFFIT CONST. 1 HR. SEPARATION; ALIGN LATH BOTTOM OF MALL BULKHEAD; FIELD VERIFY, PAINT WWII SUSPENDED I AT 11 0 A,FP. SECURITY SCREEN PANEL BEHIND ROLLING'GRILLE ROLL —UP GRILLE COIL. EXPOSED; NO HOUSNG COORDINATE GRILLE DIMENSIONS W/ GRILLE MANUFACTURER: ALUMATEK CONTACT: CHRIS CHRISTIANSEN (600) 647 -7049 4'x4'x3/16' TS POST STEEL BASE PLATE AT POST BOTTOM TENANT FLOOR FINISH II EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 1T -0 1/2" A.F.F. B.O. MALL BULKHEAD 2'x3 "x3/16' 1S OUTRIGGER CONSTRUCT OUTRIGGERS AS SHOWN TO DROP T.O. SIGN TO 11' -6' A.F.F ,) 5'z4'z1/8" SR PLATE PREDRILL HOLES FOR SIGNAGE 'I CONNECTION, REFER TO DETAIL I FOR MOUNTING LOCATION ! . AT EACH END OF SIGN I I WELD 2'x3 "x3 /16" TS OUTRIGGER TO TS HEADER I I FOR SIGN SUPPORT 12 GA HOT ROLLED STEEL SIGN PANEL W/ LOGO CUT —OUT, F.O.I.C. METAL SIGN BOX ENCLOSURE WI NEON TUBE INTERNAL SIGN ILLUMINATION VIA TIMECLOCK 1/2' TEMPERED GLASS BEYOND ,---- NEUTRAL PIER BEYOND LEASE UNE NOTE: SIGN FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECT'S & LANDLORD'S APPROVAL PRIOR TO FABRICATION; ALL STOREFRONT SIGNS ARE FOIL, LINO. I GENERAL NOTE: I 1. GENERAL CONTRACTOR TO FINISH ALL EXPOSED STOREFRONT EDGES WITH CARE. ALL EDGES OF GM ATE STOREFRONT SHOULD BE SMOOTHED AND FINISHED TO MATCH. ADJACENT FINISHES: GENERAL. CONTRACTOR '0 PATCH, REPAIR .& REFINISH ALL MALL. SURFACES SURROUNDING STOREFRONT NTH MALL MATCH'. FINISHES AS NEEDED. NOTIFY ARCHITECT OF ANY UNUSUAL EDGE CONDITIONS THAT NEED SPECIAL ATTENTION. 2 S T"BEF,RONT TO BE FLOOR SUPPORTED iND PENDENT OF MALL STRUCTURE 3. UNDER NO CIRCUMSTANCES SHALL ANY POWER ACTUATED OR RAMSETTNG DEVICES' BE USED TO FASTEN STOREFRONT COMPONENTS TO MALL FLOOR. METAL TRA SITION STRIP ® STOREFRONT SECTION 1/2" = 1' -0" NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2305 STORE #2109 BRACE !‘S REQ'D EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 13' -0 1/2' AFF B.O. MALL BLKHD 12' -1 1/2' AFF4, TOP OF SIGN AT. EACH END OF SIGN WELD'. 2 "x3'x3/16'. TS OUTRIGGER TO TS HEADER FOR SIGN SUPPORT HOT ROLLED ST. ILLUMINATED. STOREFRONT SIGN LEASE LINE NEUTRAL PIER BEYOND, BID SET 05/12/00 PERMIT __SET 05/12/00 _ LANDLORD SET 05/12/00 Dote By DescrQton of ReMsions Sheet Title. STOREFRONT PLAN, ELEVATION, SATAN AS NOTED DIMOwd JKM Drain CLR Dme 05/02/00 Cheded CLR Approved By Job INprber 41048.17 :Sheet 19xrber 1 1 ° m co W', c ~Q 1-! 4* Z W C) a F J a 0 co col-- C) co RECEIVED ITYOFTUKWILA MA 18 1111111 PERMIT CENTER i 1 1/2" x 1 1/2" x 1/4" MIL ANGLE I j BARREL PANELS ANCHORED ; DIRECTLY TO WALL WITH METAL BASE B4 / PER DTL. 5/06 ' / L — 1 t /2" x 1/4" MTL FLAT BAR I 1/2" REVEAL PAINTED BLACK — EXIST. HALL NEUTRAL PIER 7" EXIST. DEMISING WALL L___ I L ._ JI __ __._ BARREL PANELS OR EXPANDED METAL AS OCCUR; ANCHOR TO FURRING CHANNELS REFER TO ELEVATIONS METAL BASE BELOW B2 -- FURRING CHANNELS - -- 3 x 3 x 1/4" MT. ANGLE STOREFRONT CORNER DETAIL 1 1, t I I I I c L_ I I BARREL PANELS ANCHORED DIRECTLY TO WALL METAL BASE BELOW 64 SEE DTL. 5/A6 NEW COLUMN ENCLOSURE MAINTAIN I HR. SEPARATION FIELD VERIFY COLUMN LOCATION TYP. LI 4x4x3/16". TS POST; WELD ALL _ AROUND TO STEEL BASE; CLEAN AND SEAL. PER SPEC; TYP 1/2" TEMPERED GLASS STOREFRONT CORNER DETAIL - RCP 0 6 1/2" x 4 1/2" x I/2" SIT PL W PREDRILLED HOLES; ANCHORED WI 3 1/2" DIWM. EPCON ADHESIVE ANCHO W/ 2" MIN. EMBEDMENT. (IMO REPORT #4285) LEASE LINE �— ANGLE FRAME ABOVE LINE OF BULKHEAD ABOVE UNISTRUT GRILLAGE ABOVE - SURROUND TS BRACE AND CONNECT TO EXISTING STRUCTURE ABOVE TO PREVENT HORIZONTAL MOVEMENT -SEE.. DETAIL 3/A7.1 \ 4" X 4" X 3/16" TS BRACE - h. WELD 3/16" STEEL PLATE CAP TO BOTTOM END — J 3/16" CAP 4D BOTTOM 0 T.S. BRACE LINE OF ENTRY SOFFIT 4" x 4" X 3/I6"" TS OUTRIGGER; WELD TO BRACE W/ 1/4 FILLET WELD ALL AROUND -- 1/2" TEMPERED GLASS LEASE LINE ANGLE FRAME AT DISPLAY WINDOW HEAD 1 - -- LINE OF MALL BULKHEAD 5-t— ANGLE FRAME ABOVE; I MITER AT CORNER CONNECTION 1/2" TEMPERED GLASS, TYP STL BASE BELOW 6" HINGE; PLAIN FINISH WITH NONREMOVABLE SR PIN ADHERE. TO GLASS W/ TRANSLUCENT SILICONE SEALANT /ADHESIVE; GE SCS 1201 HINGE; MCMASTER CARR #16175A53 OR EQ. 1 7 /8"x1 7/8 "X1/8" SO. ANGLE (2 PER CORNER) ADHERE TO GLASS W /SIUCONE SEALANT LEASE LINE WINDOW CORNER DETAIL 3" = 1' -0" 6 1/2" x 6 1/2" X 1/2" STL PL W/ PREDRILLED /HO(LE)S; /ANCHORED EPCDNADH AN / 2" EMBED (ICBO REPORT #4285) 4x4x3/T6" TS POST; ..WELD ALL AROUND TO STEEL BASE; CLEAN AND SEAL PER SPEC, TYP GRILLE JAMB BY DOOR MFR 1/2" TEMPERED GLASS ANGLE FRAME ABOVE LINE OF ROLUNG GRILLE ABOVE O TS POST AT ENTRY PAINT FACE AND UNDERSIDE OF SOFFIT UNISTRUT CHANNEL P1000 MOUNTED TOB.O. SOFFIT FLEX CONDUIT SURFA'.E MOUNT J -BOX ON SOFFIT TS BRACE AND OUTRIGGER 3/16" END CAP WELDED 0" 'MRE AF.F MESH AT BACKDROP SUPPORT SEE 4"x 4"k 3/16" TS POST O DISPLAY WINDOW DETAIL 8 3 = 1' -0" D200 Ro UNISTRUT GRILLAGE ABOVE , . L - SURROUND TS BRACE AND CONNECT L ' TO EXISTING STRUCTURE ABOVE �I° I I I I TO PREVENT HORIZONTAL MOVEMENT — _t _ _ _ 1 L I If � I 4" X 4" X 3/16" TS BRACE I I I I I WELD 3/16" STEEL PLATE CAP I II yyy ,,, II I TO BOTTOM END rtI I JI I 3/16" CAP @ BOTTOM r-f — 1 - ' o R .S. BRACE I II I I '— I l _I' LINE OF ENTRY SOFFIT O TS POST AT ENTRY - RCP 3" — 1' 0 1/2" TEMPERED GLASS, ANGLE FRAME AT DISPLAY WINDOW HEAD LME OF ROWNG GRILLE 4 I S1 I r �j € MILLE< 1 • --- 5 "N 4"x 1/8" STEEL PLATE; PREDRILL HOLES FOR SIGNAGE CONNECTION, TYP. 3 "x 2 "x 3/16" TS OUTRIGGER FOR SIGN SUPPORT; WELD TO STEEL PLATE, TYP. O SIGNAGE MOUNTING POINTS 1" = 1' -0 SECURITY SCREEN WOVEN WIRE PANEL 1 -1/2" X1 -1/2" X 1/4" ANGLE, TYP SPAN FROM TUBE STEEL POST TO TUBE STEEL POST 17 FLAT BAR MECHANICALLY. FASTEN TO P"GLES -, TS POST AT ENTRY - RCP LEASE' UNE EXISTING MIRROR BAND ABOVE BY MALL, FIELD VERIFY 1/2" REVEAL PAINTED BLACK 2 1/2"x3 1/2 "x1/4" HOT ROLLED''SIL ANGLE FRAME; NATURAL FINISH; CLEANED AND SEALED; MITER AT WINDOW CORNERS WELD TO IS POST, . 1 1/2"x7/8" X 18 GAI ST. CHANNEL; SCREW TO ANGLE FRAME W/ FLATHEAD'.. SELF- TAPPING SCREWS AT 6"., O.C. ATTACH J -BOX TO UNDERSIDE OF SOFFIT 1/2 TEMPERED GLASS NEUTRAL PIER BEYOND. INGE /STEEL ANGLE PATCH FITTING; ADHERE TO GLASS WITH CLEAR SILICONE, TOP. LONG STEM MONOPOINT UGHT FIXTURE (AT DISPLAY WINDOW) LOW WATTAGE DISPLAY LIGHT NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2305 STORE #2109 47 Sheet ilk STOREFRONT DETAILS Scde AS NOTED Decd JKM Dole 05/02/00 APPsovedBy 0 J CO m co Tr Q W " W 3 U U F = —< co o o co a)1- r� ca I PERMIT / BID SET BID SET 05/12/00 PERMIT ;ET 05/12/00 LANDLORD SET 05/12/00 Wisher Dale By Dewptioe of Revisions a CLR Checked CLR Job wrier 41048.17 ECENED CCTV OF TUKV✓ILA 11188 1 8 22111/; PERMIT CENTER VARIES 0 BENCH - SECTION 1' -3 1/2" EXPANDED METAL 0 BENCH - PLAN 16 CA HOT ROLLED STL PANELS FOIL APPLY DIRECTLY TO CONC SLAB W/ MASTIC - CLEAN AND PREPARE PANEL FOR PROPER ADHESION; APPLY WEIGHT TO PANELS WHILE MASTIC SETS FINISH W/ NONSLIP WAX COATING MECHANICAL FASTENERS AT ALL CORNERS OF PANELS, TYP. POWDER ACTUATED FASTENERS SHALL BE HILTI (ICBO REPORT ()2386) TO BE INSTALLED PER MANUFACTURERS REDS. EXISTING CONCRETE SLAB PREPARE FOR PROPER ADHESION 0 DETAIL @ METAL FLOOR GAB 7/8" FURRING CHANNELS AT 2' - O.C.; ATTACH TO WALL WITH RAWL TOGGLE BOLTS, 1/8" x 3" ROUND HEAD AT 24" O.C. STAGGERED VERTICALLY WHERE SCREWING TO STUDS NOT POSSIBLE (TYP.) SHELVING STANDARDS AT 2' -D" O.C. ATTACH STDS TO METAL FURRING CHANNEL WITH MIN #10 SELF DRILLING FLATHEAD SCREWS (TAP.) FLUSH WITH SURFACEOF STANDARD LINE OF BASE BELOW DETAIL @ EXPANDED METAL OSB 'TENCH SURFACE r BENCH SURFACE INTERMEDIATE SUPPORT NESTED RUNNER BEAM NESTED RUNNER LEDGER GAB OSA BENCH SURFACE NESTED 3 5/8" 16 GA RUNNER EASE EDGES, TYP SHOWN SUPPORTS; ALIGN SCREW AS 3 5/8" 16 GA STUD INTERMEDIATE SCREW SP B FL I'HEAD SELF - DRILLING iE',GER AT (3) WALLS NESTED 3 5/8" 16 GA RUNNER LINE OF WALL BENCH TO WALL REINFORCE WALL AND SECURE O 2 BASE IB2) 6 „ = 0 „ SHELVING STANDARDS W 2' -0" O.C., WHERE OCCURS, ANCHOR DIRECTLY TO SR PANELS/GWB W/ TOGGLE BOLTS WHERE SCREWING TO STUDS NOT POSSIBLE LINE OF BASE : BELOW, MITER AT CORNERS 3 "x3" METAL ANGLE TRIM AT CORNER; F.O.I.C. BY METAL FABRICATOR LINE OF HR STL AT SIM CONDITION ADHERE DIRECTLY TO GWB LINE OF GWB WALL 7/8" FURRING CHANNEL BEYOND EXPANDED METAL STL PANEL OR BARREL PANELS (SEE ELEVATIONS) SHELVING STANDARD X1/2" +/- REVEAL 16 GA HOT ROLLED STEEL ANGLE; ADHERE TO WALL W/ 3M DOUBLE STICK FOAM TAPE EXISTING CONC SLAB 16 GAUGE HOT ROLLED STEEL PANEL, F.O.I.C. ATTACHED DIRECTLY TO GAB WALL W/ 3M DOUBLE STICK ADHESIVE TAPE; VERIFY TAPE REQUIREMENTS W/ MFR SEE FINISH SCHEDULE, SHEET A2 AND ELEVATION SHEET AS FOR ADDITIONAL INFO CORNER DETAIL @ H.R. STEEL, PANELS 6' = 1' 0' STUD GWB WALL HOT ROLLED STEEL PANEL 3/4" OSB NESTED STL RUNNER 12 BENCH LEDGER DETAIL GALVANIZED UNISTRUT FITTING A106 CEIL GRID TO WALL 10' -11 1/2" AA APE V GALVANIZED UNISTRUT CHANNEL A100D WOVEN WARE MESH LINE OF CEILING GRID GALVANIZED UNISTRUT FITTING A1026 SECURE FITTING TO EXISTING DEMISING WALL W/ TOGGLE BOLT @ CAGE HEAD DETAIL 3" = 1' -0" O BENCH EDGE t3 3 „ = 1' -0„ 17 CAGE BASE DETAIL 3" = 1' -0" LINE OF BASE BELOW, MITER BASER DOOR FRAME HM DOOR AND FRAME HR STEEL PANEL 0 O JAMB DETAIL 6" = 1 -0" 1' METAL STUD; SPACED PER PLAN 3/4 OSB 3/4" STL ANGLE ,EDGE #10 FLATHEAD SELF DRILLING SCREWS NESTED STL RUNNER WALL STANDARD EXISTING DEMISING WALL GALVANIZED UNISTRUT CHANNEL A1065 WOVEN ARE MESH 3/4 "x3/4" HOT ROLLED STL ANGLE; F.O.I.C. GALVANIZED UNISTRUT FITTING A1026 BASE 62 ANCHOR FITTING TO EXISTING CONC SLAB. W/ 3/8" DIA RAW,. BOLT, TYP! EXISTING CONC SLAB HOT ROLLED STL PANEL UNISTRUT TO BE ANCHORED ON TOP OF HOT ROLLED STEEL PANEL CF OF COLUMN dOW lq/o O DETAIL @ COLUMN ENCLOSURE 1 (/2" = 1' -0" GAB ES SECURE UNISTRUT CHANNEL TO WALL W/ 1/4" TOGGLE BOLT GALV. UNISTRUT CHANNEL A1000 WOVEN WARE MESH NOTE: FOR ADDITIONAL CLARIFICATION, SEE ISOMETRIC DIAGRAM 1/A7.1 GALA. UNISTRUT ANGLE FITTING A1026 ANCHORED TO CONC FLR W/ 3/8" CONC. ANCHOR SECURE WALL STANDARD. TO CHANNEL W/ SELF-TAPPING SCREWS, TIP 3/4"x3/4 STL ANGLE AT CORNERS, TYR LINE OF BASE BELOW CENTER SHELVING STANDARD WITH COLUMN ENCLOSURE EXPANDED METAL PANEL. TYP. 3" x 3" x 1/4" MR ANGLE AT CORNER, TYP; ATTACH AS REO'D TO EXPANDED METAL FURRING CHANNELS, TYP. ATTACH TO WALL ACTH TOGGLE BOLTS 24" D.C. VERTICALLY WHERE SCREWING TO STUDS NOT POSSIBLE SITE TYPE 'X' GARB, TYP., RELD VERIFY COLUMN LOCATION EXIST. DEMISING WALL 10 PARTIAL PLAN AT CAGE 3 " =1' -0" 7/8" FURRING CHANNELS AT 2 -0" O.C.; ATTACH TO WALL WITH TOGGLE BOLTS 24" O.C. VERTICALLY WHERE SCREWING TO STUDS NOT POSSIBLE (TYP.) MINBINEW - GARB — 1 -110 . 1 ROLLED STEEL PANEL ADHERED TO GWB WALL Z- CHANNEL TRANSITION STRIP FOIC, BY METAL FABRICATOR EXPANDED METAL PANEL EXPANDED METAL /H.R. STEEL PANEL TRANSITION 6" = 1' -0" 3/4' EMT .0 MPRESSION. STRUT AT 12'-,0 EA WAY 12 GA HANGER WIRE; sRCURE TO STRUCTURE ABOVE 12 GA WIRE DIAGONAL BRACING AT 12' -0" O.0 4 -WAY; LOCATE TO COINCIDE W/ COMPRESSION STRUTS; ATTACH TO STRUCTURAL STL ONLY 16 GAUGE H.R. STEEL PANEL 3"x3" METAL ANGLE TRIM AT CORNER GWB UNE OF BASE BELOW MITER AT CORNERS 7/8" FURRING CHANNELS AT 2' 0" O.C. SHELVING STANDARDS W 2' -0" O.C. EXPANDED �METAL CORNER DETAIL @ O EXPANDED'' METAL DONN DX :SUSPENDED CEILING- GRID MAIN RUNNERS ONLY AT 4' 0" 0.C.;' TO RUN. FROM SIDE DEMISING', WALL. TO OPPOSITE. SIDE; GALVANIZED FINISH; TYP 1 "x1" SPACER BAR TO REMAIN 8' -0" O.C. RANDOM LOCATIONS BOTTOM OF SUSPENDED DOWNLIGHTS, TYP. 15 CEILING SUSPENSION DETAIL 64 WELDED WIRE MESH, 7'x20'.. SHEETS; RUN PERPENDICULAR TO SUSPENDED CEIUNG GRID; . TIE TO GRID YR/','12 GA WIRE AT 24:" O.C., TYP; GRID PANELS TO 'BE SPLICED AT (3) LOCATIONS ALONG EACH EDGE TO ADJ. SHEETS WITH (6) WRAPS OF 16 GA ANNEALED WARE SURFACE MTD UNPAINTED GALVANIZED J -BOX AND CONDUIT; REFER TO ELEVATIONS AND. ELECTRICAL DWGS FOR ADDITIONAL INFO WHITE PORCELAIN LIGHT SOCKET; REFER TO LIGHT SCHEDULE CENTER WOVEN WIRE. MESH BETWEEN', STANDARDS 4" WIDE 20 GA FLAT STOCK, TYP. 12 CA WIRE DIAGONAL BRACE EA DIRECTION PARALLEL TO WALL AT TWO FRONT CORNERS UNISTRUT RTTING -� A1065 LINE OF WELDED WARE MESH ACCESS DOOR TO LAMPS WOVEN AAREE MEAN TACK WELD', TO UNISTRUT CHANNELS 3/4" x 3/4" HOT ROLLED STEEL ANGLE , F.O.I.C, TO COVER SHARP END OF WOVEN WARE MESH FLATTENED STEEL PANELS FROM 55 GALLON DRUMS; ATTACH W/ #10 PAN HEAD SELF DRILLING SCREWS MIN. (4) PER PANEL EDGE SURFACE MOUNTED CONDUIT BEYOND AA GWB 7/8" FURRING CHANNELS R 2' -0" O.C.; ATTACH TO WALL W/ RAW& TOGGLE BOLTS, 1/8" x 3" ROUND HEAD, AT 24" O.C. STAGGERED VERTICALLY WHERE SCREWING TO STUDS NOT POSSIBLE, TYP. GAB L SHELVING STANDARDS W 2' -0" 0.C. ANCHOR TO FURRING CHANNEL. W/ MIN #10 SELF- DRILLING FLATHEAD SCREWS FLUSH WITH SHELVING STANDARD — ADDITIONAL FURRING AS REWIRED FOR BARREL PANEL EDGES 5 @ BARREL PANELS ' -0 1' -0" TACK WELD TOP 3 HORIZONTAL WIRE STRANDS. BUT-MESH ACCESS - '.. li DOOR AT EA LAMP LOCI ON t T 0//gg'' THREA AIN C ONNECTORS FOR HI GE AND.IATCE I CENTER DOOR BETWEEN STANDARDS DIRECTLY OVER LAMP • ! REMDVE-RNYISHARP - ,EDGES -- -r GENERATED BY CUTTING MESH I 0 CAGE ACCESS DOOR sad. AS NOTED DKAPIKA JKM We 05/02/00 Approved By NOTE: ALL UNISTRUT MEMBERS AND FITTINGS ARE TO BE. GALVANIZED AND J- BOXES TO REMAIN UNPAINTED 0 PARTIAL ELEVATION @ CAGE 2 SECTION 1-0 NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2305 STORE *2109 BID SET 05/12/00 PERMIT SET LANDLORD SET 05/12/00 Umber Date By Desaptioa Al Reesiom ._ Sleet TIN DETAILS PERMIT / RID SET RECEIVED CITY OF TUKWILA MAN' �IPIa PERMIT CENTEF CD 1 CEILING SUSPENSION DETAIL tJ .TS. HANG SPEAKER FROM GRID MAIN RUNNERS SHORT LENGTH OF CHAIN AT BACK TO TILT SPEAKER 20' LONG LENGTH OF CHAIN AT FRONT SELF TAPPING PAN HEAD SCREWS BY GC -..—SPEAKER FOIC \ 20 SPEAKER MOUNTING DETAIL 2 3 „ _ 0 ,. 1'x1" TEMPORARY SPACER BAR TO REMAIN; AT RANDOM LOCATIONS 3/4" 0" EMT O.C. COMPRESSION EACH WAY STRUT AT 12' - 12 GA WIRE DIAGONAL BRACING AT 12' -0" O.0 4 -WAY; LOCATE TO COINCIDE W/ COMPRESSION STRUTS DONN GRID SYSTEM.OPEN TO ABOVE 6x6 WELDED ME MESH; RUN PERPENDICULAR TO SUSPENDED CEIL. RUNNERS; HE TO RUNNERS WI 12 GA WIRE AT 24" O.C., TYP; GRID PANELS TO BE SPLICED AT (3) LOCATIONS ALONG EACH EDGE TO ADJ..SHEETS W/, (6) :WRAPS OF:. I' 16 GA ANNEALED. WRE'. I SUSPENDED CEILING GRID, MAIN RUNNERS ONLY, AT 4' -0" O.C. ORIENT TO RUN FROM SIDE DEMISING WALL TO OPPOSITE SIDE; GALVANIZED KNISH, TYP. 12 GA HANGER WIRE; SECURE TO STRUCTURE ABOVE � C UNISTRUT GRILLAGE; ATTACH TO EXIST. STRUCT. TO PREVENT LATERAL MOVEMENT OF TS m 4'x4 "x3/16" TS BRACE WELD TO HORIZ. OUTRIGGER SUPPORTED AT TOP BATH WITH UNISTRUT GRILLAGE 3/16" THICK END CAP; WELD TO TS BRACE 4 %4 "0/16' TS OUTRIGGER;', FIELD VERIFY LENGTH RED. TO BY -PASS BULKHEAD; WELD TO TS BRACE A B UNISTRUT CHANNEL P1000 OF SECURE ANGLE TO TS OUTRIGGER UNISTRUT FITTING A1026 1/8" CLEAR VINYL. COATED AIRCRAFT CABLE CRIMP FITTING, TAP TURNBUCKLE ABOVE LEVEL OF GRID CEILING 1 S MESH CEILING GRID SYSTEM SUSPENDED AT Si' -- A.F.F. " A 0 -11OOK, TIP ( 55 GAL DRUM WELDED FLATTENED TOGETHER NOTE: BACKDROP ASSEMBLY F.O.I.C. BY METAL FABRICATOR ,UNISTRUT AND ANCHORS BY CONTRACTOR TURNBUCKLE CLOSED 5 -HOOK UNISTRUT FITTING A1026; ANCHOR TO CONC SLAB W/ 3/8" RRNE BOLT 0 DISPLAY BACKDROP DETAILS 3" = 1' -0" 1) 1/2 � : HOLLOW METAL JAMB/HEAD HALF SCALE NOTE: METAL FABRICATOR' AND G.C. TO I COORDINATE ON ALL ISSUES PERTAINING TO DOOR INSTALLATION, LOCATION OF HARDWARE, TRIM AND TO FIELD VERIFY DIMS PERTAINING TO BARREL PANELS AND ANGLES AT FIT ROOMS NOTE: METAL FABRICATOR TO WELD HINGES TO DOOR PRIOR TO INSTALLATION (2) LAYERS OF T/2" OSB BY GC AT PARTITION ENDS FOR HARDWARE SUPPORT 3/470;4" HR STL ANGLE STOP PREDRILLED FOR INSTALLATION, FOIC BREAKFORMED HR STEEL CHANNELS AT ALL EDGES OF DOOR, FOIC MITRE AT CORNERS SOB HOLLOW CORE DOOR FOIC (HR STE AT SALES SIDE) - MIRROR BY GC 1 15/16" 2" 5 7/8' NIGHT LATCH BY GC 3/4"x3/4" HR STL A MIRROR FRAME, FOIL NGLE WO o 1 15/16" DOOR (SEE DOOR SCHEDULE) FIT RM SIDE - (2) 1 -1%2" X 1 -1/2" BREAKFORMED. HR 501, ANGLES AT JAMBS, AND HEAD, FOIC 1 1/2" 1/2" (4) ANCHORS PER JAMB'. NOTE: ALL FOIC ITEMS TO BE PROVIDED BY METAL FABRICATOR I SALES RM SIDE I ® FIT ROOM DOOR AND JAMB HALF SCALE CO. BEAD O OF F CAULK AT PERIMETER I (BOTH SIDES): HOLLOW', METAL DOOR FRAME. (SEE DOOR SCHEDULE) — PARTITION FRAMING BY GC 1 1/2" 05B. (BOTH SIDES) BY GC HR STL FLAT BAR STEEL BARREL PANEL FOIC ANCHOR'. 0 SUBSTRATE; NO HEM AAN CEILING 'GRID ' ATTACHMENT O AT BAR JOIST 3" - l'-0" EXIST DECK NEW/EXISTING 1 -HR FIRE RATED CEILING I PASSAGE RM / DEFLECTION TRACK, N FULL HEIGHT PARTITIONS �i NO GYM ABOVE RATED CEILING. THIS SIDE OF WALL, ONLY PROVIDE FIRE -SAFING MATERIAL TO MAINTAIN 1 -HR ASSEMBLY TO. RATED CEILING B' -0" A.F.F. 1 -HR FIRE'. RATED WALL PER UL DESIGN 0465: ISALES RMI EXIST'G MALL BAR''. JOIST WRAP (2) TURNS MINIMUM', AT BAR JOIST TWIST (3) TURNS MINIMUM' 12 GAUGE HANGER WIRE D UWe s/e'1WEx S I VEINY " TO EA SIX / 35/e" VEIN STUDS .1V/ 5 M Rama RE N/ I' TYPE T R' M .. MIS N QC TO 1 0RP EDGES N RS N O I e0 N NhAYEDIARSIUDS, 1 5 1 11 0 8 '. rge SIDE No t .0515 NI" EA SIX 110 OPP091E NOES NOTE: STEEL STUD ASSEMBLY IS PER UBC, TABLE 7 116- .2 WITH A 20 GAUGE STUD. NBBJ ' Sheet R nben 1 0 ONE HR. RATED WALL / CEILING / 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 FOR 1206) 621 -2305 STORE #2109 Sheet Tills DETAILS PERMIT / BID SET BID SET 05/12/00 PERMIT SET 05/12/00__ LANDLORD: SET 05/12/00_ Mater Dote By Descrplioo of Revisions Scde AS SHOWN DMWMd JKM CLR Dole 05/02/00 Checked CLR Approved By Job NNber 41048.17 RECENED 7. �RYOFTOKWILA i :11H1I PERMIT CENTEF These specifications ore abbrevicted and ore intended to provide additional materiel and product information for the work shown and tolled for or reasonably implied on the drawings. Materials. methods and workmanship shall meet the highest standards of the industry and satisfaction of the Owner and Architect. DIVISION 1 - GENERAL CONDIPONS 1 General Conditions: The general conditions of the "abbreviated form of agreement between Owner and Contractor" for AIA latest edition is hereby mode a part of this contract as if attached hereto or written herein. 2. Contractors Duties: In addition to duties specified throughout the contract documents, the Contractor's duties are generally ors follows: A. Construction Costs: Except as specifically noted, provide and pay for labor, materials and equipment, tools, construction equipment and machinery, water, heat, electrical power and light, utilities required for construction, and other facilities and service necessary for proper execution and completion of the work. 9. Insurance B. Permits and Fees: Secure And pay for government Aes, licenses, and permits except as specifically noted hereA. As with all other permits, the Contractor shall obtain the building permit. C. The Owner shall pay for all testing. The Contractor, however, will be responsible for the cost of test reports that are substandard, or faded and all appropriate retesting. All tests shall be made by a will established independent testing laboratory, having the facilities to make the test required, and which is satisfactory to the Owner's Representative. The testing laboratory shall report the results of oh tests in writing to the Conlroctor and the Owner's Representative. D. Certificate of Occupancy. Obtain and record certificate of occupancy at completion of work. Forward copy of some to the Owner. E. Regulations and Notices: Comply with codes, ordinances, rules, regulations and other requirements of public authorities which pertain to the completion of the work and give all required notices, including written notice to the Architect, of any observed variances A the contract documents with legal requirements. F. Contractor shall attend preconstruction meetings with the moll and /or the Owner or Owner's Representative as required. G. CoordAation: Coordinate work of the various trades and subcontractors to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. Verify 'hot characteristics of interrelated operating equipment are compatible; coordinate work of various sections hove interdependent responsibilities for installing, connection lo, and placing in service, such equipment. H. Supervision: All work included in this contract shall be done under constant supervision of a qualified superintendent. Superintendents cannot be changed wit prior approval of the Owner. a Use of premises: Confine operation at site to ore° permitted by law, ordinances, permits, moll representative and the contract documents Do not load structure with weights which. will endanger structure. All m°lerials including owner prowde items shah be inspected upon delivery and prior to signing for delivery. Damaged or deteriorated materials shall be rejected and removed from the site. 4. Protections: A. Boaicades dividing the work site from the moll must be coordinated with and approved by the moll. Tenant GC to incurr all costs for existing barricade provided by IL B. Personnel: Protect personnel, whether occupants of existing building and adjacent spaces or visitors to the site, or shoppers if construction is phased, from harm and injury. C. Construction: Protect existing and adjoining spaces, utilities, and work of any kind which is to remain from damage, defacement, or interruption of service, except as may be specially directed or authorized. All public spaces and adjacent tenant spaces shall be repaired. if damaged, and left in a condition matching the original condition. Any merchandise damaged in adjacent tenant's spaces shall be replaced by the Conlroctor. D. Existing Utilities: Protect any existing "utilities to remain" from any damage or interruption of service. If necessary, obtain permission of mall and utility company and relocate as required for completion of the work. Overtime required for the installation, connection or relocation of utilities shall be included in the Contractor's bid. E. Adjacent Property. Prior to commencement of any work, inspect adjacent tenant spaces and properly for existing signs of damage. Record any such defects observed and document for future determination of any damage caused by the work of this contract. I 5. Warranty. Provide written warranty of not less thou one (1) year against defects in workmanship, materials and equipment. Warranty period begins upon date of final completion. 6. Work not i ncluded: All items marked "N.I.C", "By Owner" or by others." 7. Site Coordination: Lines and Levels Maintain true alignment and levels to existing construction. All new work and patchwork to match existing lines, levels and finishes unless otherwise noted. Existing Conditions: Verify All existing conditions and existing items to be relocated (noted on drawings). In addition. once any required demolition is complete, verify that nothing interferes with the proposed build -out. Deviations from conditions shown shall promptly be reported to the Architect for resolution. 8. Contractor & Subcontractor Ouolificotions: All subcontractors engaged by the Genera! Contractor shall be bondable, licensed subcontractors, possess good labor relations, and be capable of performing quality work. The Owner reserves the right to approve or disapprove of any subcontractor. The General Contractor and subcoalrActors must be licensed in the state in which the work will be performed, and Contractors obtaining permits shall hove all required city business licenses, or other permits as required by the budding deportment. A. Purchase and maintain the following insurance, unless otherwise directed by the moll criteria: (1) Worker's compensation and employers liability insurance as required by any employee benefit act or the statutes applicable where the work is to be performed, as will protect Contractor from any and all liability under the aforementioned acts, but not less than $2,000,000. (2) Comprehensive general liability insurance (including Owner and Contractor for future liability insurance) with following limits of liability (a) Bodily injury lability, each occurrence $2,000,000 (b) Bodily injury liability, aggregate $2,000,000 (c) Properly damage liability, each occurrence $500,000 (d) Property domoge liability, aggregate $500,000 (e) Personal injury liability, aggregate $2,000,000 Such insurance shall provide for explosion and collapse coverage and contractual Nobility coverage, and shall insure Conlroctor against any and all claims for personal injury, including death resulting therefrom and damage to the property of others arising from its operotIAns under its contract, whether such operations ore performed by Contractor or by anyone directly or indirectly 14. (3) employed by the Contractor. Comprehensive automobile liability insurance including the ownership, maintenance and operation of any automotive equipment owned, hired, and non -owned in the following minimum amounts: (a) Bodily injury liability, each person $500,000 (b) Bodily injury liability, each occurrence $1,000,000 (c) Property damage liability, each occurrence $500,000 Such insurance shall insure against any and all claims for bodily injury, including death resulting therefrom and damage to the property of others arising from its operations under its contract with Owner, whether such operations are performed by Contractor or by anyone directly or indirectly employed by the Contractor. (4) Builder's risk completed value form affording All risks of physical loss or damage" on its work in the premises as it related to the budding in which the premises are located, naming the interests of General Contractor and all Subcontractors as their respective interests may appear, within a radius of 100' of the premises. Amount of insurance shall equal one hundred percent (1000) of the replacement cost. (5) All such insurance policies required shall include Owner, its Architect, its General Contractor, & Subcontractors As additional insureds: Except workers compensation insurance, which shall contain an endorsement waiving all rights of subrogolion against the moll, its Architect, its General Contract°, and Subcontractors Certificates of insurance shall provide that no such Asurance coverage shall be canceled Al allowed to expire until at least thirty (30) days prior to written notice to the Owner. 10. Conflicts in Drawings and Specifications: A. 136 all conflicts in drawings immediately to the attention of the Architect, whereupon A final decision will be mode. Where conflicts or omissions occur, it will be assumed that the Contractor has figured the most expensive method. After signing contract, no increase in price will be allowed Al f any conflict or omission when the intent (by decision of Architect) id_ established by the character of the project B. Do not scale the drawings for dimensional information. Should a dimension be missing or in conflict, contact the Architect immediately. 11. Substitutions The General Contractor shall notify the Architect within ten (10) days from start of construction of all proposed substitutions due to procurement' difficulties. Failure to do. so will result in the General . or subcontractor being held responsible for any additional costs necessary to obtain the product as specified, including' air freight premium charges, and maintain the construction schedule. For a substitution to be considered, the Contractor will submit complete data, including samples, to . the Architect for review. 12. Submittals: Submit reports of inspections, tests and approvals required by the contract documents to As Owner in duplicate. Submit one additional copy of reports of inspections, tests and approvals of .structural, mechanical or electrical work directly to the respective Consulting Engineer. The Contractor shall furnish two blueline copies and one sepia copy of shop drawings to the Architect or Engineer As required by the contract documents. Show dimensions end other selected characteristics. Furnish catalog cuts if appropriate, in triplicate. Delete material which does not apply to this job. A. Architect's Review of Submittals: The Architect will review Contractor's submittals for conformance with '. the design concept and requirement for the contract documents and 'will approve or take other appropriate action as indicated by his stamp on returned submittal. B. Submit shop drawings for all custom fabricated work prior to fabrication. This includes storefront steel and glass, tile, millwork, wood doors, frames store fixtures, end paneling. Also submit cut sheets of lighting, mechanical door hardware, appliances and equipment. Architect will not review shop drawings unless they have already been reviewed and stamped approved by the Contractor. C. Architect's Approval: The Architect's approval of any submittal shall not relieve the Contractor of his responsibility for compliance with the contract documents. Such approval' means that the Architect hos reviewed the submittal and finds it compatible with the design concept of the work and in conformance with requirements of the contract documents, unless otherwise noted. Approval shall not imply that the Architect has checked for quantities, space requirements coordination of trades, or possible means or cause of injury to person and /or properly. Submit physical samples of all specified' finishes, including wood fixtures and point, to illustrate moterials. and workmanship and to establish standard by which the work will be judged: Submit samples in triplicate 'in as nearly the form in which the material well appear in the work as practicable, unless otherwise noted. The Architect will review the submitted samples for compliance with the contract documents and compare them with file samples. Finishes ore not to be opplied prior to approval. 13. Sprinkler Layout: The sprinkler subcontractor shall modify the existing design and provide an approved "calculated" sprinkler system layout to the architect that conform to new design. The design layout provided herein reflects the visual layout desired. Revisions must be sensitive to the overall visual impact. Drawings and calculations for such systems shall be submitted to the Owner's insurance agency (prior to fabrication of any material) for review and approval prior to submission of the code review authority. Drawings and calculations' must also be signed and sealed by an engineer licensed in the stole where the subject building is located All costs for review, permit, .signing and sealing of drawings and calculations shall be borne by the sprinkler subcontractor. Se of C Use seuee of onsttion, sub Is Abs mall's r estrict i ons, c omn: patible to any meet q the nc constructcion ruc schedule. 15. On - Site Telephone /Fax: The General Contractor is required to maintain on on- site telephone /fax for the use of all parties having any legal responsibility for any portion of the work. All users shall reimburse the General Contractor for all long- distance use. With the exception of such use, all costs for installation, maintenance, operation, and removal of this telephone are the responsibiity of the General Contractor. The telephone will remain connected until final completion or the store telephone is installed. 16. Procedures for change order and claims for extra work: A. All work considered by the Contractor to be in addition to the contract must be authorized by the Owner's representative. In order for such work to be considered by the Owners representative, the Contractor must first submit a written proposal that includes an outline of work and subsequent cost including any overtime charges. All executed change order forms mush be sent to the Owners representative prior to work being performed. B. Overtime work required to complete the originally contracted work within the approved project schedule will not be considered as an additional cost to the contract sum. 17. Construction Schedule: The Contractor must prepare and present a, . "Completion Schedule for construction within 48 hours after awarding of project. Such schedule shall show all items of .work, start date, dale of completion and duration of work. All mop, and 51111cal delivery items shall be flogged and the earliest delivery and latest delivery shall be noted on such schedule. This schedule shall be presented, discussed, and approved by the Owner prior to contract execution. Ability of Contractor to provide such A schedule showing completion within the required time schedule shall be o condition prerequisite to the signing of the confine. Inability of the Contractor to produce a logical, well .thought out schedule shrill be cause for rejection of the Contractor's proposal. Such schedule shall be approximately 8 1/2" x lb" so that revisions and copies can be mode. Provide space for the Contractor's name, project name and date. This schedule will be mode part of the contract and shall be maintained, updated and the actual progress charted thereon during the course of the jab. 18. Owner Occupancy. The Owner reserves the right to take initial occupancy of the building as scheduled, porticul°ly with regard to delivery and instolation of store fixtures and merchandise. Depending on the progress of the work, this may or may not creole some inconvenience. Claims for time delays and /or extra costs due to such inconveniences will not be allowed. 19. Project pose -Out: A. Final Cleaning: Clean in accordance with excellent housekeeping practices. Remove grease, mastic, adhesives dust, dirt, stains, fingerprints, labels and other foreign materials from sigh- exposed surfaces. Wash and shine storefront glazing. Polish glossy surfaces to shine clearly. Clean and vacuum all carpets Entire store to be hand - dusted. B. General Contractor is to cover all display windows with kraft paper after barricade hos been taken down. C. Operations and Maintenance Data Materials and Maintenance Manuals Furnish two (2) final copies of "Materials Manual ". Deliver final copies to Owner of time of final acceptance. Manuals to include materials as listed below and to include maintenance instructions where noted. Bind finished copies in hardbound block covers, with label to include propct name, Owner, architect, 0551115055, and date of completion.. include index and tabbed dividers between categories. Manuals to include: (a) Name of supplier (b) Hardware to include maintenance instructions for locksets, closers and special tools required. (5) HVAC equipment to include maintenance instructions and parts list. (d) Paint, list of manufacturer's type, brand, load supplier and formula if special mixed. (5) Electrical equipment to include operation instructions and fixture 1i51. When necessary, furnish supplemental drawings to show .operation and SCrvicin or maintenance points. Bind finished copies in g P D manual. (2) Operation of Equipment: (a) Lubrication Lubricate operating ,' equipment in strict accordance with manufacturers instructions Provide oil, grease and other moterials and methods required 'for 'proper preparotian equipment and satisfactory operation. (b) Start - Up: Startup all equipment and lest run for sufficient period to demonstrate operolion and capacity of equipment Adjust for proper operation prior to Owner's acceptance. (3) Instruction of Owner's Personnel:... (a) Operation Instructions: Conduct Instructional meetings for 9 Owners representatives and personnel following rnplelion . and initial operation of equipment and system•_, Maintenance Instructions '.Demonstrate an! instruct Owners personnel in the proper maintenance of JIl incorporated materials and equipment Exlro Stock: Turn over extra, stock and spore parts . specised in technical sections' to Owner's representativw. Store where directed. Owners Occupancy Should the Owner occupy project prior to its acceptance, insurance .coverage of Contractor shall be continued in .force until one hundred percent (100%)' final acceptance of project; then canceled only otter. thirty (30) days registered mail notice to the Owner. (4) (I) (f) (9) (h) (i) (1) (b) (C) (d) Checklist and Close -Out Procedure: (d) (e) (a) Owner to provide final punchlist to the Contractor, 'ndicoting'� work that shall be corrected or , completed. (b) Entire project shall be one hundred percent (100 in every 45555 before final acceptance inspection. (c) 1 SubmR written certification that work is one hundred ercenl 0 50. tom late and 'm strict accordance with plans, P ( R P specifications addenda,' change ,orders and punchlisl. Provide two (2) copies each to Owner of waivers of .liens from all major' and all suoconlracters indicating payment in All for all labor and /or materials Reproducible project record documents (as- bailts). (1) The Contractor and the subcontractors shall maintain, at the job site, current, accurate marked -up prints indicating the "ors- built" conditions of the representative work At the conclusion of the job, all such marked -up prints shall be turned over to the Contractor for transferal of all information to one master set of reproducible mylar prints of the job. These mylars may not be electrostatic reproductions or sepia myiars. Plotted or photo wash -offs are acceptable, as are originals.. The Contractor shall sign the master set attesting to the accuracy of the installed work as shown '. on this set. The General Contractor shall provide and pay for the set of mytar reproducbles of the contract drawings. Sepias are not acceptable. Completely signed off permit inspection reports. Certificate of occupancy issued oy local building authorities. Original left with store, forward copy to Owner. Mechanical balance reports by independent agent. Signed guarantees slating that the work under guarantee was installed in accordance with the contract documents, and that the work will be free from defects in workmanship and materials for a minimum of one year (specify t'ene .frame), and that all defects will be promptly repaired without additional cost to the Owner. (j) Contractor's' affidavit from the mall that stoles AS defects have been repaired without additional cost to the Owner. (k) Provide Owner with inventory and location of all extra F.O.I.C. items. Provide Architect with sample of finishes installed pieces shall be min, 3 "x4 "; mos. 12" . Sompdes shall include all metals installed and point on actual type of 55515/151 pointed. 2. Products: 3. Execution: General: B. (,) 000 Section 02090 - Building Alterations A. Protection: perform dl work in accordance with ANSI A10.6; protect personnel and those portions of the existing budding and areas which ore to remain. Leave areas, structures, and other construction to remain in some condition as found. B. Existing conditions visit site and verify requirements as necessary to accommodate alterations. Make arrangements for visit with Landlord and visit site at his/her convenience. A. Materiels and Construction: materials and construction for patching of altered, cut, or removed construction are not specified. Provide materials and construction for patching and /or new construction as required to repair, replace, or otherwise finish or refinish altered construction to match existing materials and construction. A. Patching and Repair: at altered construction, repair cut edges, replace construction and Al new to existing construction as required to match and mate with existing work Make pints of new and existing patches smooth, even, and practically invisible. Where new paint or other finishes ore pined, carry to nearest break m surfaces, as required for neat finished appearance. Disposal: the Contractor is responsible for removal, haling, and deposal of 511 debris on a daily basis Section 03650 - Concrete Patch 1, General: A. Concrete patch work as rewired. All abandoned electric "J" boxes crocks, any holes greater than 1/2 ", and depressed slob areas. Level dl existing construction pints 2. Products: A. Cement: ASTM C -150, Low Alkali B. Aggregates ASTM C -33 C. Mesh: ASTM A=1B5 D. Water: Potable E. Latex Patch: RAECO -LITH "R -25" a Installation: A. Strength: 2,500 PSI minimum. B. Curia : ire w et n of less than twenty-four (24) hours mar "et. not Tess than seven (7) der with. plastic film !. cover g, i.. C fin gab ish � tamp di r surface. Finish floor I es p sl bate concrete and the' float and trowel to smooth su ace. Fah era shd be I ' level and flat to within '1/8" to H0' and not exceed 1/2" tram the highest point to' the lowest paint over the entire surface. '' I 1 '1 D. Bonding: bond all new I work to''old by thoroughly cleaning old work and applying an approved .concrete bonding agent evenly, to the interfacing surface in accordance with manufnstaers''Astruclions Section 05500 Metal.' Fabrications 1. I General: 1. 1. Genera: A. Furnish and install miscellaneous, steel as shown, and Al miscellaneous metals for fabrication.. 2 'Products A. Steel As conform to ASTM A -36. Bolts and nuts shad canfsrm l to. AS114 307, ASTM 325. B. If used in project, Furniture Sleek ASTM 5386, American open -heath sheet steel Free from '. scale, rust, pitting, or other' defects affecting appearance. C. II used in propel, Sheet Steel: conform with requirements of ASTM 5.526. D. Fasteners: provide . fasteners of types as required for assembly and installation of fabricated items' Surface- applied fasteners are specified elsewhere. Epoxy 'anchors shdl be Epcon ICBO Report /4285 and installed' per the manufacturers recommendations Powder actuated fasteners shall be Hill' 1060 Report 12388. E Unistrut: provide channel and accessories as shown on drawings. Finish to be "pre- galvanized. Use Uniserul only, no substitutions. F. Metal Studs Metal studs shall be Angeles Metal Systems. ICBO Report 11715P, USG or Cli me° and shall be of the size and profile shown on the drawings a Installation: A. Pointing All metals shall be primed with lead oxide or zinc chromate. B. Welding obtain Landlord's approval before proceeding with any welding. C. All welding done by certified. welders D. For metal A contact with concrete, masonry and other dissfmilor materiels provide contact surfaces with coating of an approved zinc - chromate primer A. moaner to obtain not less than' one pant zero (1.0).md dry Mm thickness. E Install Unistrut as shown on drawings' and per manufacturers directions Section 05700 - Ornamental Metal - FOIC A. Shop Drawings Submit one set to Tenant's Architect, and one set to Landlord's Architect' for approval by both prior to fabrication. 2. Products: A. Custom metal fabrications. 3. Installation: A. Fabrication: prepare and reinforce fabrications as required to receive applied items. Smooth off exposed edges and projections that are within reach and would otherwise be uncomfortable to touch. Close exposed open ends of members using some material as used in member. B. Bending of members: Use jgs to make each similar configuration , the same; make neat bends withal other deformation. C. Joints and Connections: Make exposed 'pints and connections tight, flush,: and neat (1) Steel joints and connections .Welded, except where '.otherwise indicated. (2) Exposed fasteners may be used only for pints and connections specifically indicated as requiring exposed fasteners. D. Welding rovide continuous welds al corners and seams. Not welding r wires special inspection. g k 9 eq P sD (1) Steel: Comply with AW$ 07.1 recommendations. (2) Welds exposed to view; Grind flush and smooth. E. Anchors Fabricate to suit anchors indicated; use anchors of same material and finish as item except where specifically indicated' otherwise. F. Installation: instal items in correct location, plumb and level, without rack or warp. Provide temporary supports and bracing as required. Anchor to substrates as indicated on Landlord's drawings provide: all fasteners required. Perform all field fabrication required for installation. 3. Finishing Steel Surfaces: A. Preparation of Steel for Finishing: Prepare by removing loose mill scale, loose corrosion products, dirt, oil and grease. 1. Blast Cleaning: Perform in accordance with SSPC SP -6, minimum. a. Use suitable blasting abrasive which will not damage clean metal surfaces 2. Grind off projections on exposed surfaces and fill holes and depressions. 3. Grind or blast off tight mill scale and light rust that projects from exposed surfaces. 4. Grind entire exposed surfaces smooth. 5. Solvent clean in accordance with SSPC SP -1. B. Texturing- clear coal .finish: i. Linear items, such as rods: Texture with rotary wire brush to medium grain. 2. Flat surfaces: U,se coarse abrasive such as Scotch Brice or medium wire brush to produce orbital texture. C. Priming: Apply transparent finish in shop immediately after preparalioo; comply wflh SSPC PA -1. I. Apply one coal of transparent finish minimum 3.0 DEM (mils dry film thickness). 2. Apply extra coat to ',corners, ',welds, edges and fasteners. 3. Shop finish all steel .members. I 4: Where corrosion occurs prior 'ito application of finish coating, blast clean corroded areas. and re apply:. shop coatings; 'blend touch -up coatings inyisbly into original finish or sand smooth. D. Finish Coat Extent of shop finishing is fabricator's :option: '.Finish coats may be shop applied, field applied„ er botb. 1. Apply one or more finish coot(s); minimum 3.0 DFM for total finish. 2. Touch up I damaged factory finishes as recommended by fabricator. E. Transparent ( "Clear Coat") Metal Finish Materials 1. Shop finish: 2 coats clear metal. lacquer, Sherwin Williams approved. Section 06200 - Carpentry D. General: Included, but not limited As A. Rough carpentry including any wood studs, furring, blocking, grounds, rough frames wood curbs, bucks 111 South Jackson Street maters, backing, fixture frming, equipment suports, etc, as detaled. B. Finish carpentry to include installation of dl fixtures and all associated trim and hardware and stair nosings. Seattle. Washington 98(04 C. Standards: (206) 223 -5555 (1) Finish Carpentry. Material fabrication and /or installation of work covered A this section shall be in Fax 1206) 621 -2305 centavo with the Architectural Woodwork Institute (AIM) "custom grade of the "architectural woodwoin quality standards ", except as modified. (2) Wood framing members: U.S. Product Standards (PS) - P.S. 20 for western lumber. (3) Plywood: U.S. Product Standards (PS) - P51 -74 construction and industrial plywood. D. Work Included: (I) Furnish, install and erect 511 lumber, millwork, rough hardware, nags ono miscellaneous materials. The work under this section includes the necessary framing required for the proper installation of work of other trades including wallboard, toilet accessories merchandising fixtures etc. 2. Products: A. Framing Lumber: P.S. 20, 54S, 19 percent (19x1 maximum moisture content. (1) Studs No. 3 or better. (2) Joists: No. 2 or better. B. Plyyy"���ood (1) Concealed sheathing APA Rated, Exposure I, unless indicated otherwise. (2) Finish panels A/D pine face, veneer core, rotary cut, random match C. Finish Wood: (1) Transparent Finish: as shown on drawings (2 ) Painted wood. Yellow Poplar, D. Woods: all wood shall be sound, flat, straight, well- seasoned, thoroughly dry and free from structural defects Warped or twisted wood shall not be used E. All wood blocking, framing, plywood, etc. shall be fire retardant treated 3. Installation A. Finish Carpentry Installation: as 5 minimum requirement, comply with standards for custom grade of the manual of millwork, of the Architectural Woodwork Institute. Finish woodwork shell be smoothly dressed and machine sanded to on even, smooth surface prior to erection. Finish free from open joints hammer, and machine marks structural defects and surface blemishes. Wherever practical, conceal means of fastening Where surface noding is unavoidable, neatly set naffs far putty. stopping. Kerr backs of members more than 5" wide and 1 nominal thickness ease all external comers. All running trim to be one (1) piece up to IA' -0 ". Match grain and color piece to piece. All millwork shall be backprimed and protected against dampness. All Finish materials shall be on -site fora minimum of 48 hours to allow them to be precenditiaried. ' All wood surfaces to be set against mason, and/or concealed after erection shall be'. given a heavy coot of ' sealer. E. All wood framing ' in contact .with concrete to be pressure 'treated. Section 07200 - Insulation 1. General: A. Provide acoustical 'insulation for walls and ceilings 1 et toilet rooms 8. Provide thermal insulation at exterior wags and roof '. per code. C. Fire Performance Choracterhstics provide insulation materials which are identical to Those whose fire . performance characteristics, an listed for each material or assembly ol'.which insulation is a part, have been determined by testing, per methods indicated below, by UL or. other testing and inspecting agency acceptable to authorities having jurisdiction. (1) Surface characteristics ASTM E 84.. (2)', Are resistance ratings: .ASTM E 119. (3)' Combustion characteristics ASTM c' 136. General protection: protect insulations from physical damage and from becoming wet, ''.soiled,, or covered with ice '. or snow: Comply with manufacturer's recommendations for handling, storage and protection during installation. Products A. Acoustic provide thicknesses to Al wall stud cavity and 6" on ceiling. B. Thermal: provide thicknessesos necessary to meet required code values: C. Owens- Corning "Noise Barrier Batt" or equal. Provide miscellaneous and accessory materials, methods toms and equipment as required to complete insulation work ished wall surface D. Owens - Corning Flberg Batl Insulation ith Kraft paper e d fins and with fart faces51 unfm'shsdr oss exterior walls above ce and al unders un o f wool E. Rigid insulation may be used at exterior walls and roof in lieu of fiberglass bolts. F. Roof insulation may be above or below roof deck; Installation: A. Install balls between framing member, fitting lightly to ddp framing B. Provide clips where space 'in partition or wall is deeper, than thickness of insulation. Section 07900 - Sealants 1. General. A. Provide sealant and backing materials for the sealing of joints in construction. Where installed in visible: locations, provide 'in custom colors as approved to match odpcent salutes. B. Silicone Sealant: Translucent silicone sealant /adhesive, GE SCS 1201. D. Backing material expanded, closed cell polyethylene Applied Extrusion Technology (AET) "Soflrod, or ap- proved equal.' 3. Installation: NBBJ 2. Products: A. Acoustical sealant: non- hardening, non - drying synthetic rubber sealing compound with minimum ninety Reber Date By DsSaption of lievidos percent (90%) solids. Use at all interior pints of intersections between planes around doer and window frames Sleet idle SPECIFICATIONS C. Primer: made or recommended by sealant manufacturer for the conditions and substrates oI the application. A. Mix and apply sealant materials in .strict accordance with manufacturer's inslructiens.. Clean pint surfaces NO SCALE free from d51, dust, and any other contaminants affecting bond of the seeded material. mask around joints l� protect adjacent surfaces. Prime contact surfaces, inston backing , A pint to provide proper depth for sealant.Deri JKM Apply sealant over backing to uniform thickness in continuo. beaus filing all jv"',,:5 end voids solid: superficial pointing with .skim bead will not be accepted. Alter application, tool surface to achieve complete 0515 05/02/00 adhesion and contact: leave surface of sealant slightly concave, upon completion, remove and dispose of ,proved By masking materials and clean surfaces. STORE #2109 BID SET _ _ 05/12/00 PERMIT SET 05/12/00 LANDLORD SET 05/12/00 UDwn CLR Checked CLR lob N5ke 41048.17 RECEIVED CffYESFTUKWItA MAY I ('(jflp PERMIT C�:NTEP'. Section 08100 - Hollow Metal Doors end Frames 1 General Provide as scheduled on drawings. a Standards: comply with the following: (1) ANSI 115: specification for door ond frame preparation for hardware. (2) SDI 105: Steel Door Institute recommended instruction for steel frames. 2 Products: A. Doors: flush type 1 -3/4 thick doors, formed of two (2) sheets of 18 gauge steel with 20 gauge vertical reinlorang members extending full - height of door, spaced not over 6 on centers and uniformly spot welded at 4" centers. Vertical seams at door edges. Welded at maximum of 2" spacing, ground, and filed with mineral fiber and finished flush and smooth. All doors shall be strong, rigid and neat in appearance, free from warp or buckle. Corner bends shall be true and straight and of minimum radius for the gauge of metal used. B. Acceptable Monufocturers: subject to compliance with requirements. provide products from one of tine follawin (1) Stockline by Trussbuilt (2) Curries Mfg. Co. (3) Kewanee Corp., Kewanee, Illinois (4) Ste&craft By American Standard, Cincinnati, Ohio (5) Or approved equal. C. Frames: provide standard type, knocked -down frames designed to be surely installed in the rough opening after finish wall material is applied. Mitered corners shall be reinforced with corner clips. Frames shall be 16- gouge. cold - rolled steel with 6 -gouge hinge reinforcement and 16 -gauge strike reinforcement. Each jamb shall have anchors located Al the base of the jamb and 4" from the lop of the door opening. a Edges: close top and bottom edges of door with a continuous recessed steel channel: extend All width of door and spot weld to both faces- Provide additional flush closing channel al top and bottom edges of exterior doors for the attachment of weather- stripping. Provide openings in bottom closure channel for the escape of enl: coped moisture. Bevel both vertical edges of single acting doors 1/6" in 2 ". E. Hardware Reinforcement: mortise, reinforce, drill and lop at factory for hardware in accordance with templates furnished by hardware supplier. 3 Installation: A. Install frames Al locations indicated on drawings, install rigid, plumb, level, and true. Align with adjacent construction. Brace frames to retain position and continuously check alignment during construction of adjacent walls. Adjust frame locations as necessary using shims before fastening. Section 08210 - Wood Doors General A. Provide & install wood /metal clad doors as indicated on drawings. B. Standards in acordance with requirements of NWMA 1.5.1. C. Protection: 2. arod icts: 3. Installation: 1. General: 2 Products: (1) Protect al' doors against dampness. Store on Al e in a dry, well- ventilated room, stacking off the floor. Doors shall not be subject to extremes of humidity or temperature. Contractor shall provide heat in rooms where wood doors ore stored during cold or humid weather. D. Guarantee: (1) Doors to be guaranteed by the manufacturer, agreeing to repair or replace any defective doors which warp, bow, cup, twist. A. Wood Doors: shall be of design size and type shown on drawings. B. All wood homes and trim shall be custom grade as defined by the W.I.C. unless otherwise noted, detailed, or approved. A. Obtain templates from hardware manufacturer and confirm type, location, and special requirements of hardware for each door prior to cutting. Hong doors scheduled on drawings in accurate locations as indicated Where doers ore prefinished before bonging, exercise care to protect finishes from damage during hanging. Hang doors to 1 /8" clearance at tops and 3/8" clearance at bottom, unless specifically noted for "undercuts" or other deviations in fit. Hong pairs of doors as specified with a 3/32" clearance at meeting edges. B. Finish schedule specified on door occurs on both sides of door and frame unless otherwise noted or detailed. Section 06710 - Finish Hardware A. Finish and specialty hardware includes all accessories, tools, and fasteners required for hardware installation and maintenance. Items not specifically mentioned, but necessary to complete the work, shall be furnished matching in quality and finish'' of specified items in similar locations. 8. Qualifications Contractor is responsible fo the proper application and fit of all finir.: and'specially hardware M locations as indicated on drawings or as specified. Coordinate dimensions between,hordlare items where the installation of any items affects the operation or installation 'of another item. C. Codes: materials and work shall conform to the governing building code. In case of conflict between these specifications, the reference specifications, and the building code, the more stringent shall govern. D. Fire -rated openings provide hardware for fire -rated openings in compliance with requirements of NEPA 80. This requirement takes precedence over other requirements for such hardware. Keying: (1) Contractor must turn over all construction keys to the Owner at the completion of the work. (2) All cyinders shall be keyed individually and mosterkeyed. (3) Two keys fa arch lock and two master keys shall be furnished and delivered to Owner. The keys shall be new and the locks they control shall not have been used by the contractor during construction. A. Maleriols: (1) All doors shall have a minimum of 1 -1/2 pairs of butt hinges, one latch set v lock set, and one door stop, to meet A.D.A. requirements. See drawings for specifications and additional requirements. (2) All hardware sari be commercial grade. (3) Closers as indicated. (4) Doorstops to prevent knobs from hitting walls. (5) Refer to sheet AS for fit mom hardware 8. Hardware Items: (equivalent hardware from an alternate manufacturer listed in C below is acceptable) BUTTS EXIT DUCE: CLOSER: I - 1/2 PAIR STANLEY FBB191, 4 1/2" x 4 1/2" x US26D, NRP. EXIT RIM DEVICE W/ ALARM DETER MODEL NO. ECL -8D10 CLOSERPLUS, #85018F (M PULL SIDE), US26D. IVES #20. BEST 193K7D14C, 53, 55265. (LEVER) SILENCER: LOCKSET: PRIVACY SET: BEST #93KOL14C, S3, 05260. (LEVER) DOOR STOP: 1105 #436, US26D. a Hardware schedule: provide hardware, complying with project specifications, in sets according to the following schedule: Manufacturers Abbreviations: AR ARROW PE PEMKO BE BEST SA SARGENT BU BUILDERS BRASS WORKS SC SCHLAGE iV IVES ST STANLEY MC McKINNEY TI TICE 3. Installation: Section 08800 - Glazing 1. General: A . 2. Products: A. General: where safety glazing is required by governing authorities, provide certified safety glazing. B. Mirrors: provide as indicated on drawings at sales and fitting rooms. All exposed edges to be polished. C. Mirror 1/4" polished plate gloss minor electrolytically copper plated back. Guaranteed against silver spoilage minimum ten (10) years. C. Storefront: Float glass, Duality q3, unless otherwise indicated. Thickness 1/2 inch. (2) Fully tempered: ASTM C 1048, Kind FT, Type I. (a) Tong marks ore permitted if they will be concealed in glazing channel. (b) Cut tempered gloss to size and shape and drill holes prior to tempering. (c) Exposed edges to be polished Color.. Gear. Acceptable glazing methods: (a) Structural .adhesive ;sealant in railing channel. , 3. Installation: Section 09100 - Metal Support Systems Part 1 - GENERAL 1.1 Summary. A. Section Includes Provide lightgage metal framing for ceilings, walls, soffits, and woll furring : where shown on drawings and scheduled to receive finish materials specified elsewhere. B. Related Sections: For gypsum wallboard, see 09250. C. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.2 duality Assurance: A. Allowable tolerances:, Provide framing fabrcoted and erected': to conform with the following allowable tolerances. B. Partition framing: Plumb and located within plus or minus 1/4-inch of required locations C. Ceiling framing:, Level within 1/8 inch in 10 feel and erected so that deflection of an component does not exceed 1/360 of its span' after installation of all finish materials and equipment Y 1.3 Delivery, Handling and' Storage A. Delivery and Handling: All materials shall be delivered to the job site in their original, unopened containers or bundles. Store moleeials in a place providing protection from damage and exposure to the elements. Containers shall bee manufacturer's name and brand. Part 2 - PRODUCTS 2.1 Materials: A. Install each hardware item in accordance with the manufacturer's instructions and recommendations. Wherever cutting and pitting is required to install hardware onto or into surfoces which are later to be painted or otherwise finished, install each item completely, then remove and store during application of finishes. Reinstall upon completion of finishing operations. Spoce fasteners and anchorages os indicated or in accor- donce with industry standards. B. Mounting heights heights given are center line heights up from finish floor unless stated; heights given "number to number" indicate that all shell be of one height within limits given. (1) Bottom hinge - 10 to 13 .inches. (2) Top hinge - 6 to 8 inches down from head. (3) Intermediate hinges - equally spaced. (4) Door knob - 36 to 40 -5/16 inches (5) Deadlocks - 54 to 60 inches, except at handicap doors. (6) Door pull and push bars - 42 to 45 inches. (7) Deadbolls - same as top and bottom hinges, not on face visible on display window. Section Includes (1) Monolithic glass. (2) Glazing sealants. (3) Glazing accessories. B. Types of work in this section include work fop. (1) Storefront gloss. (2) Mirrors. lb� A. Comply nth recommendations foil installation calcined in the FGMA Glazing Manual" and 'Solon Manual" except when specifically not recommended or prohibited by the gloss oe glazing material manufacturer, comply with manufacturer's 'recommendations B. Cut glass to accurate sizes and shapes as radiated on drawings, allow edge clearances and tolerances in accordance with FGMA recommendations. unless otherwise indicated C. Cleanup: upon completion, remove oil' ce,ess sealant and materials '. from surfaces. wash and clean all glazing and framing members D. Installation Materials - Geeerab Select products which hove appropriate performance characteristics pp recommended by glass and glazing materials manufacturers and which are compatible with all materials with which they will come into contact. E. Inierior Glazing Sealant at Storefront: One -part, monolog, acrylic -latex emulsion sealant complying with PSIM C 834. printable. F. "Zee shoped Furring Channels: Furring channels shall be "zee 'shaped, 1 inch by 2 inches by 1 inch nominal in size; channels she, be formed from 14 gage galvanized steel. G. Screws: Products: of, or as recommended by the stud manufacturer. 1. Studs -to- runners: 3/6" inch Type 5 Pan Heod. 2. Furring channels to studs: 3/8 inch Type S 12 Pan' Head. 3. Furring channels and other metal members to structural studs 3/8 inch TEK Type screws H. Accessories: Provide all incidental and accessory materials required for erection of framing systems, including anchors, fasteners and clips os required by referenced A51M standards. I. Powder Driven Fasteners: Low velocity drive pins; Ramset Fostering Systems "1500 Series Drive Pin Fasteners minimum 9/64 inch diameter shook; length of pin shall provide minimum 1 -1/4 inch penetration in concrete or greater as detailed. Hilli, Inc. "DN Medium Duty Pins are an approved equal. 2.2 Special Features A. B. C. 2.3 were A. B. Part 3 - EXECU110N A. Metal Sluds: Channel type, formed from minimum 25 gage steel with a minimum yield of 33,000 psi, conforming to ASTM C645 or A446, Erode A. Studs shall be . designed to receive sell - lapping screws and shell hove punched opening in webs to facilitote pipe and conduit installation. Size of studs to be as' indicated on the drawings. B. Provide standard related accessories such as floor and ceiling runners, fasteners and the like, of some manufactip e Inca as stud, as required to make complete and proper installation. Runners (tracks) shall be channel type of some gage as scheduled for studs and be steed for friction fit to studs. Top track when set into relieving channel A. shall have 2 inch long legs. C. t Stud and runners shall hove manufacturers standard zinc protective tooting or be rolled - formed from galvanized sl D. Relieving channels shall be formed from minimum 16 gage steel meeting the requirements of ASTM A570 with a minimum yield of 3,001 psi; channels shall be unpunched type. E. Ceiling and Soffit Framing: Provide the following materials for ceiling: 1. T -bar Main Runner: 15/16 T -bar "Prelude or approved equal; galvanized finish. 2. Tie wire: Galvanized annealed steel wire, not less than 16 -gage. a Hangers: Galvanized annealed steel wire; gages in accordance with SBC for weight and area of support. Wall Anchor Strips: Custom fabricated channel shaped strip for support of wail -hung cabinets and equipment; fabricate from steel to match other framing; not less than 18 -gage materiel: at flanges as necessary for passage over barring members Drill plot holes for self- tapping sheet metal screws. Provide in wall or partition framing system wherever wall - hung cabinets and equipment are indicated on drawings and where required for mounting of miscellaneous items requiring backing. Jack Studs: Provide studs between bottom track and window and or relite slls, between lintels and headers and lop track, and elsewhere as required for support of attached materials and equipment. Blocking: Provide blocking in framing for all wail mounted finish hardware and equipment, including door stops led Materials Insulation: Insulation for closing of metal deck flutes above el interior partitions and between receiving channel and tap runner where partitions extend to metal deck shell be U.S.G. "Thermafter Soling Insulation", having a minimum density of 4 pounds per cubic foot. Acoustical Sealant Tape: Acoustical sealant to for underside of floor runner tracks as herein specified shall be Norton "Nosed Acoustical Sealant 9-738 Nashua Corporation "Acoustical Tripe, or approved equal. Tape to be I inch wide by 1/4 inch thick. 3.1 Inspection: A. Examine supporting structure and conditions under which studs wtll be installed_ B. Correct conditions detrimental to proper installation. C. Installation constitutes acceptance of responsibility for performance. 3.2 Installation of Interior Partition Studs a B. C. D. G. H. 3.3 Installation of Suspended Ceilings /Soffits B. C. D. E. General: Installation of interior partition studs shall be in accordance with SBC, ASTM C754 and as specified herein. Runner Tracks Floor and ceiling runner tracks shall aligned to the partition layout Secure tracks as recommended by the stud manufacturer, fastener spacing not to exceed 24 inches on center and within 2 inches on ends. Provide fasteners at all comers and ends of runner tracks. Fasteners shall be spaced a minimum of 3 inches from the edge of slab or corner. Secure bottom tracks A concrete with powder-driven fasteners At metal deck and at bottom of beoms, top track shall be placed within relieving charnels Top back shall not be secured to relieving channels; allow for a minimum of 1/2 inch movement Space above top back shall be filled with sating insulation at rated partitions as previously spec led. Relieving channels shall be secured to metal deck with self - tapping screws spaced not to exceed 24 inches on center. Where partitions are parallel to ,steel beams, attach "zee shaped furring channel to beam; using powder driven fasteners: Relieving channels shill be seared to "zee shaped furring channel with self- topping sceews, spaced not to exceed 24 inches on'center' I it I I r Prior to attachment of' floor miner m r tacks of art8ions scheduled to r sapid 'insulation, two (2) continuous sit P aPWY () N s of specified ( sealant tape to bottom side of track Strips shall be placed on outside edges- Studs Set studs vertically in Amines spored not to exceed 16 aches I on center, unless otherwise indicated on the drawings.. Use tel length studs between runner tracks; cut. 1/2 inch short of told heI t whop partitions run full height and separate: relieving channels ore used Friction fit studs to roper tracks byl positioning, and rotating into place. Provide positive attachment to runner tracks for studs looted at partition corners and Ieteesections and adpcent to openings using 3/8 inch self - topping screws on both stud flanges All remoinfpg studs shall be crimped into 1piace both top and bottom: If eoe pensotmg flex track W used at head, all studs shall he secured with screws along top using 3/8 inch self - tapping screws on both stud flanges. 1. Provide double studs at each side of door or other, poll openings and at partition ends. Structural studs adjacent to doer end relite openings shall be provided under this section. 2. Studs to be located adjacent to all door jambs, abutting partitions, partitinn corners, relite comers, rate openings. and other construction Studs shall be securely anchored to the jamb anther dips of eo door Oeeeec and relite frame by using two (2) self - tapping screws or bolts per clip. Over metal door and relite frames, a cut to length section of the runner track with web 8enge bend at each' end shall be placed honzontalty and securely attached to the adjacent ' vertical studs. A cut to length' stud shall, be positioned at the location of vertical pmts over the door or relite frame heads extending to the top runner. 3. Provide rough '. framing at openings using full '. length studs 'adjacent to jambs and horizontal head and sill tacks. Cut horizontal', crocks to length, split flanges and bend webs at ends for flange overlays and screw '.. attach to jamb'. studs Install. Cul A lengthy intermediate studs between' jamb studs of head and sif sections ut same spacing as full length studs 4. Where studs cannot run to underside of :construction above due to equipment or ductwork provide'. built -up, headers consisting of runner tracks and studs spanning the distance. Furnish and install all required material for dosing -'of metal deck flutes above all interior partitions where partitions extend to metal deck. Fill flute opening with specified soling insulation. Generale. Erect all components in accurate locatioes as indicated, true to line, level and plumb and in accordance with applicable ASTM standards referenced herein; adjust supports, spans or otherwise for installation within specified tolerances. Hangers shall be seared to IN reinforcement, .embedded in concrete or secured with inserts to the structure above in o manner which will develop full hanger ' Attachment of vertical hanger, wires and horizontal restraint wires to *Olin shall be as detailed on the drawings. Provide additional hanger wires at, all four corners of light fixtures, of the '. midspan of. cross furring adjacent to light fixtures, and el the cut end of cross ' longer than 23 inches which abut walls. Hangerwire shall be min. 12 go galvanized soft annealed mid steel wire Contractor shall instill requred hangers to supped ceiling and any additional weight supported, by the ceiling. Main runners Main runners shall be supported directly from hanger wires spaced not to exceed 4 Net on center.. 16 gauge hangers of 4 - on center for main runners, ,diagonal bracing at 12 - "' on center, steel angle spacers at B -0° on center staggered. Provide trapeze or other supplementary support members at obstructions to maintain hanger spacing. Provide additional: hangers, struts' or braces as required at all ceiling breaks, soffits or discontinuous oras (lotion of Wan Turing.. Channels General: Metal "hat " shaped furring channels shall be spaced not to exceed 24 inches on center vertically and attached with concrete stub nails, powder - driven fasteners or toggle bolts. Fasteners shall be spaced not to exceed 24 inches on center staggered on opposite flanges. End splices shall be prodded by nesting channels not less than 8 inches and anchoring with two (2) screws in each flange. Furring channels shall be shimmed os required to provide o plumb finished wall face. Section 09250 - Gypsum Drywall: General: A Includes necessary materials, labor and accessories for the installation of gypsum drywall where shown in the contract documents Comply with the following standards (1) ASTM C36 -64A, specification for gypsum wall board. (2) ASTM C475 -61, specification for joint treatment materials for gypsum wall board. (3) ASTM 5840 -49, specification for the application and finishing of gypsum woll board. Store materials inside under cover and keep them dry and protected against damage from weather, construction traffic and other causes. Neotly stack gypsum boards flat to prevent sagging. 2. Products B. C. 3. Installation: A. Gypsum wall board: tapered edge sheet conforming to ASTM C36, 5/8" thickness unless noted otherwise. Use type "W/R,` conforming to ASTM C38, where required by code and at all toilet roans and behind all ce- ramic tile and masonry veneer, unless noted otherwise. B. Joint renfacing tope, adhesive, and metal coney reinforcement: stordod products Pocrnmmended by the manufacturer of the gypsum wall board used in the work C. Fasteners: self - drilling, self- lapping, countersunk bugle head drywall screws, for attachment of wallboard to wood studs. D. Beadex trim is specified as a standard for approval. Provide galvanized steel laminated with paper trim designed for concealed metal and for application without mechanics fastening. Use Beadex " Ne. B -1" for outside comers. Provide right angle trim with paper surface to receive cement. Use Beadex No. B -4" for exposed edges. Provide L- shaped trim with paper surface to receive cement: size to suit woll bond thickness E. For edges abutting dissimilar materials:. Beadex "Premosk B -4; or approved. Provide L- shaped trim with paper surface to receive cement and factory applied masking size to suit wall board thickness. F. Fee control pints U.S. Gypsum "No. 093" or approved. Provide rail- farmed zinc trim with tope-protected 1/4 opening, 7/18" deep A. Install wall board he maximum -size panels At fire rated walls and ceings, attach to homing per drawing details Elsewhere (typically), attach to wall framing members with long edges vertical, using 1 -1/2" long screw fasteners a. maximum of 12" o.c. in the field and 8" ex. on the edges over framing members. Support all edges with framing or blocking. Attach to ceiling and soffits with long edges perpendicular to supports; position ends over supports and stagger in adjacent rows, use 1 -1/2 )leg sondes at 12'. o.c. in the field and e o.c. along edges supported on framing members. Contractor shall provide and locate access panels as required after installation mechlnical ducts, plumbing, and el work, fine rated if required. I Provide ' lake ind ail i s fi ur '�, tic .whore and toted or required. b g ben sign . xt es e � Extend) all soffit framing to structure above, '. diagonally brace as necessary or required. E Carling seismic brazing provide framing for suspended ceilings with Iseisnic bracing in accordance with re- quirementsiof applicable codes and as shown on drawings F. Use acoustical sealant around all pipes, ducts, conduits, outlets; switches, etc., on both sides of crossing /penetrating walls with thermal or acoustic insulation.. Penetrations of foe -rated walls shall be protected by applicable fire -toted assemblies C. Finish according to the referenced standards Smooth finish throughout, unless noted otherwise. K. Installation of drywall trim accessories (1) General: where feasible, use the some fasteners to anchor trim accessory, flanges as required to fasts gypsum: bard to the supports (2) Instal comer beads al external cone's. (3) Install metal edge trim whenever edge of gypsum board would otherwise be exposed or semi- exposed, and except where plastic trim is indicated Provide type with lace flange to receive pint compound except 'where "U bead (semi- finishing type) is indicated NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2305 STORE #2109 PERMIT / BID SET BID SET _ 05/12/00 PERMIT SET 05L1100 LANDLORD SET 05/12/00 heeber:. Date By Desalts of Revision Sheet Tito SPECIFICATIONS sale NO SCALE Dewed JKM Dr. 05/02/00 Approved By $bast weber awn CLR checked CLR Jab wt. 41048.17 RECEIVED CITY OFTUKWILA MMY 1 ;sr .,, PERMIT ca:4 ciF Section 09900 - Painting 1. General: 3. Installation: Finishing drywall (1) General: apply pint treatment at gypsum board 'pints (both directions); flanges of corner bend, edge 1. trim, and control pints; penetrations; fastener heads, surface defects and elsewhere as required to prepare work for decoration. (2) Finish interior gypsum wallboard by applying the following joint compounds in 3 coats. Sand between coats and often last coot: (a) Embedding and first coat: ready -ma drying -type taping compound. (b) Fill (second) coat: ready -mix drying -type topping compound. (c) Finish (third) coat: ready -mix drying -type topping compound. A. Description: provide point finishes for building and other surfaces as scheduled on drawings. No paint finish is required on items having complete foolery finish, ceiling tiles and walls concealed by merchandise fixtures, except as specified hereto. Paint grilles and diffusers to match adjacent surfaces. No pointing is required for insulated piping. B. Storage: store in dry, clean, well ventilated areas in a manner to prevent damage or fire, and A closed conioin- ers. Remove empty containers and paint -soled or oily rags from the site at the end of each day's work. C. Environmental Conditions. apply no point in rain, fog, or mist when the temperature is below 45 F. Ensure proper ventilation during all interior pointing. D. Hardware: ensure that hardware is removed before painting is started and replaced only when paint finishes are thoroughly dry. Fitting, removal, and reinstallation of finish hardware is specified in finish carpentry and millwork sections. E. Coats: the number of coats specified is the minimum number acceptable. If full, even coverage is not obtained with the specified number of coots, apply - -at no extra cost - -such coats os ore necessary to produce the required finish, as approved by the Owner. F. Maintenance Materials in addition to materials required for completion of the work, furnish one (1) gallon of each color and /or material of finish required for wall finish and one (l) quart of each color and /or finish used on other surfaces. Deliver to Owner prior to acceptance of the work and store where directed. G. Protection: protect floor and all adjacent surfaces from paint shears. spatters, or droppings. Use drop cloths to protect floors. Cover fixtures and remove hardware not to be painted. Mask off areas where required. 2. Products: A. Except as otherwise specified herein, or specifically approved oy the Architect in writing, the following mono focturers comply with specification requirements (1) ( (4) ( (2) (4) (5) (6) (7) (8) ( (10) Drywall Surfaces and Soffits Primers: Glidden - PVA'Primer 5019 Devoe - Vinyl Pigmented Primer Sealer 6014 Moore - Moores Quick Dry Primer Seol Pratt & Lambert - P & L Vapex Wall Primer Sherwin - Williams - S & W Profession Coatings Pittsburgh (PPG) - PPG Quick Drying Emulsion Sealer Drywall Surfaces and Soffits- 2nd & 3rd coots: Finish coot: use finish as noted on schedule. Concrete Painting (a) Bove coot: use finish as noted on schedule (b) Trq coot: use finish as noted on schedule. (c) Abrade top coat lightly with metal mesh on random orbital sander to reveal base color below. (d) Finish with clear matte sealer. Painted Wooawork (o) one coat wood primer. (b) Two finish coats use finish as noted on schedule. Miscellaneous metal surfaces (all miscellaneous ferrous metal, hollow metal doors and frames): (a) On shop applied primer. touch up marks, scratched and abraded spots with primer to match original or with a primer made by the manufacturer of the paint used for subsequent coats. (b) On all ferrous metal not shop primed (except galvanized iron and steel): One coat of primer made by the manufacturer of paint used for subsequent coats. (c) Second coat: as noted on finish schedule. A. Condition of Surfaces: oil surfaces to receive point shall be clean, dry, smooth. and dust free before application of any material. Prepare surfaces as follows: (1) Wood: sand, smooth, and remove dust. Fill open joints, cracks, nail holes, and other pits or depressions flush and smooth with putty of wood dough after priming. Color putty to match finish point coat Touch -up knots or sap streaks with shellac or the approved sealer before priming. (2) Concrete and Masonry remove all foreign matter, efflorescence and encrustations. Use o stiff fiber brush to remove loose particles. Fill all depressions and remove all fns and projections not inherent in the base material., ' Ferrous Metal 'remove all foreign matter. Touch -up s:'rrasions with ferrous metal primer. I Galvanized Metal: remove all foreign metier and clean entire surface with mineral spirits. Pre-treat with phosphoric acid etch or vinyl wash. 'Apply primer the 'same day as pre - treatment is applied Gypsum Board, remove all foreign matter. Fill all pits flush and smooth .with spackle. Ornamental Metal Stair Railings: free from rust and mill scale, per SSPC SP -3. Priming: (1) Wood: before installation, prime and back prime all items partially or completely concealed in the finish work. Use factory mixed primer. For wood having o stained or transparent finish, use 4 lb. cut shellac. (2 ) Gypsum Wall Board or Plaster Board: prime all new board. (3 ) Galvanized Metal: prime All surfaces, except where to be embedded in concrete, masonry, or roofing; allow to dry before installation. Painting: (1) Apply material evenly, free from sags, runs. crawls, holidays, or defects. Mix to proper consistency. Brush out smooth, leaving minimum of brush marks, enamel, and varnish uniformly applied. Apply point by brushes, roller, or spray. Allow each coal to thoroughly dry before succeeding coal application for oil paints. Finish oil four (4) edges Al doors with the same number and kind of coatings as specified for their main surfaces. Where opening into rooms having different finishes, finish door edges as directed. Gypsum Wall Board or Plaster Board: ceilings to be painted with latex product specifically manufactured or prepared for the material and surfaces prime coat and two (2) finish coots, flat. Gypsum Wall Board or Plaster Baord: all wall surfaces not concealed by fixtures to be painted with on alkyd punt product; prime coot and two (2) finish coots, eggshell. Wood (painted): point with one (1) cool enamel undercooter, second coal: split coat of enamel undercoater and semi -gloss enamel; third coal: semi -gloss enamel. Wood (transparent finish): to match A.chitecl's sample. Ferrous metals: first coot zinc chronicle (only if shop primed); second and third coots semi -gloss enamel. Ornamental Metal Stair Roilings: Apply electrostatic finish to steel portions of roiling prior to installing aluminum ruling cop. Upon completion, remove all rubbish caused by this trade: spots from floors, glass, and other surfaces. Leave premises in a clean and orderly condition. Section 09990 - Adhesives 2. General: A. Furnish all necessary materials, labor, and equipment AN the complete application of adhesives for laminated plastic products and various finishes per manufacturer's recommendations. Products: A. Unibond General Adhesive, Telephone Stec, Inc. (206) 941 -3910. B. 3M Double Sided V.H.B. tape. Telephone: Stec, Inc. (206) 941 -3910; confirm with Architect. a Installation: A. Brush, roller coot, or spray separately both surfaces; allow to dry. B. Bond both surfaces together. C. Trim excess finish material. D. E. 1. General: Cleo: up any excess adhesive off laminated plastic finish using manufacturer's recommended solvent. Test on material to check for damage or dlsaalafatlal prior to clean-up of adhesive. Install all adhesives per manufacturers recommendations. Section 10520 - Fire Extinguishers A. Provide and install fire extinguishers and cabinets as indicated on drawings and as required by code. Prior to installation of cabinets and fire extinguisher, the Contractor shall verify locations with the governing authorities 2. Products: A. Extinguishers U.L labeled unit, ten (10) pound capacity, enameled steel container with pressure - indicating gauge, for classes A, B, and C fires. 3. Installation: A. Install cabinets or wall- mounted books as indicated, at locations shown. neatly fitting to finish surfaces. Maintain fire- rating of walls, where required, by applying gypsum wall board to concealed surfaces of cabinets. Place fully charged extinguishers in cabinets prior to occupancy. Section 10672 - Storage and Shelving Systems Provide and, install wall mounted shelving at stockroom G Ms required by A 24" KV 880 shelf standard and 8" KV s elf brackets 6. Particle board shelving with eased edge as shown on drawings: (Shelving must be of non-combustible materials in accordance with city requirements) Section 10800 - Toilet Room Accessories General: A. Accessory Items Items of work covered herein shall be models as listed below and manufactured by Bobrick Washroom Equipment, Inc., or other approved units by.ASl or Bradley. Provide wall reinforcement and solid wood blocking at all wall mounted accessories. 2. Products: A. Grab Bars B-6206 z length indicated. All mounting shall be concealed. B. Mirrors B -165, 24x36 and /or B -294, 24x36, as required by Al C C. Surface - Mounted Toilet Seat Cover Dispenser: 8 -221 (if required by code). D. Surface - Mounted Toilet Tissue Dispensers: 9 -273. E. Utility Shelf with Mop and Broom Holders B -224 x 36. F. Fasteners: Provide theft -proof hyps. G. Sink P -Trap bed Supply Insulation: Wheelchair accepsble sink P - Trap, and arms, :hot and cold water supply 'and angle '. valves . to be insulated with Brocar..Trop Wrap Anssiloflon kit Model'. No. 500R -W, white. Provide accessories fora complete installation., 1- (800)627 -1207. P -Trap assembly shall have foam insert covered with vinyl outer shell. I Angle stop covers shall have Flip Top access to alIoW easy emergency shut off. '., InstvAA per manufacturers recommendations. Section 10999 - Miscellaneous Accessories A. Fit Room Coat Hooks d1719A5 Dull Chrome Finish as manufactured by M - Carr Supply Co. 2QOP - NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 1206) 621 -2305 3146 Stele NO SCALE JKM Dote 05/02/00 Approved. By Sheet Nurber REGIS ARCH DENNIS C. FO STATE OF WASHINGTON STORE #2109 BID SET 05/12/00 PERMIT SET 05/12/00 LANDLORD SET 05/12/00 Fue$er Date By Desaptbn of Revisals Sleet. Title' SPECIFICATIONS awn CLR Checked CLR kb wt. 41048.17 RECEIVED Cf1Y Of TUKWIIA MiAY 1 8 21)0) Pa AANIT CENTER PHASE I BUILDING 'D2' PHASE II FOOD COURT „, ELECTRICAL DESIGN CRITERIA, D AILS AND RISER DIAGRAMS Sheet 1 of 2 TSG -A1 1 TSG -CI TSG -DI TSC 1SG-02 - W 6i1fYWF8 I161YYfP8 �ERYYFIS . i / ri% a , ;,, r '�'•� •O a NM 0 „ , % / % JI i O _np D O _1 T �a : ;� 1 I ' ♦ 0 Je 19 _ % /,,, ; ;. i / is 1 '-�: i� r !•O O i4 O o s o O - + - _ ,ter - a■ O ® 11 ii1�i ; �� - • 'ice ( _ ---- �i iii . • X00.2 • o, . TSG -F2 I'� GEARS : :rn.l. x�eaEY ' _ / %,. 1� -'�� - � 11kF�i �' — - = - ii1_' iS ! tti 1:1 .c v �� 11 11 ■ '..• • ■ r Il i '�i _ ' � - °e ' -� I Yf � !ii � f�. '1 ��e s di � ■i � f' - � 7umti m 1!M IL aEAas I • 0.1. , ra ❑ - fin ,, d, _ / /� J�� I �� 4 o.. ■ % D :■ if D .,; f '� ! Lair _ TSG -02 K EY PLAN KEY PLAN T.-F3 — 15G -F1 TSG -D3 LTSG-E TSG -D2 T sc -D2 KEY PLAN TsG E2 KEY PLAN � NO SCALE 1 I METERING. SWITCHBOARD ME IFRI GRADE /FIFASIEED. FLOOR NOTES & I i G N 1 NO SCALE 1 J � NO SCALE e • C �IN ” NO SCALE ` V A_L INSTALLED EQUIPMENT. ACCESSORIES. AND PIPING SHALL BE INSTALLED PER CODE REOREMENTS FOR SEISMIC AREA ZONE 3. MOW INSTALLATION DETAILS TC CONFORM AS RE:)UIREC ALL INSTALLED EQUIPMENT, ACCESSORIES. AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3 MOOED INSTALLATION DETAILS TO CONFORM A <_ REQUIRED ALL INSTALLED EOLAPMENT. ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE RE0REMENTS FOR SEISMIC AREA ZONE 3 MODIFY INSTALLATION DETAILS TO CONFORM AS REORDRED ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3 MODIFY INSTALLATION DEWS r0 CONFORM A_S. REQUIRED. I UNIT NUMBER :- ,_,- .. • \!_ L� . PFIAUF I; D )ic_ ELECCC,a NOT TE,ANT S PE';', . .. TENAN STALL PROVIDE A. SMOKE DETE THE P =TURN I SHUT DOWN THE HVAC UNIT uPON DETL:;`:.: ,`� WO, A & LIGHT SHALL BE ROSALLED IN THE C DC AREA AS A PART <. UPON DETECTION OF FIRE, GAS AND F RI' POWER S TO of SMUT OFF FOE' COOKING EQUIPMEN LNJFF ti. .-000 3, THE LANDLORD HAS PROVIDED A 120 V CIPCU'T FOR THE TENANT'S WILL BE MADE AT A JUNCTION B. LOCATED BY THE LANDLORD UNIT. COORDINATE C.NEC710N WITH THE LANDLORD I I I 4 TIME SWITCH SHALL CONTROL MEWL/BOARD. UNDER. COUNTER LIGHTING 11 AREA LIGHTING.. USE PARAGON TYPE 70007 0.0R EQUAL 24. HOUR i I R(A1RNG I SH 10 MILUIETER LIGHTING' 1 5. UNOERCOl/NTE U ALL :�E ANP� TRANSFORMER. I WITH 60 YIW SFORIE ' I I 6. THE DOD . ' ' F COURT, FLOOR IS AISIRUCIURALSL .A B TENANT M ..APPROVAL OF THE LANDLORD'. FOR ANY .UNDER FLOOR' CONSTRUCTION. ''.CONSTRUCTION. BEGINS. - - CON OBIT AND WI Dui." THAT wlil TF'T ALARM SW rrH OF UDC SYSTER AUTONA TIfa,_t SIGN CONNECTION WITHIN THE TENANT & SERVING 7 DAY '. TYPE WFt IE. UST HAVE. WRITTEN BEFORE S TENANT HA' L PPOv, 4 SNICt E DETECTOR IN THE RETURN Ai. n T UON DETECTION OF SMOKE. A ' OJwr. THE HlA, LINT F S LI,' SHAE,_ BE INSTALLED ,N THE STD, AREA AS A. PAR: R DUCT THAT WILL TES -ALARM SWITCH CF THE SYSTEM TENANT '5 , TENAN- 5,, PPCVIDE A SMOKE DETECTOR IN THE RETURN AIR. SHUT DOWN T.. ^.E HVAC. UNIT UPON DETECTION OF SMOKE: A ',& UGHT SHALL BE INSTALLED IN THE STOCK AREA AS A FART 1 DUCT THAT WILL WITCH TEST -ALARM S OF THE SYSTEM TENI CONDUIT AND WIRE - K VVT y f T F I CH SWB 1 ■ II I it 1 M I 1 I M 1 QI I O' 1. 1 I I r - r r ■ I t r 1' I ' SOCI(ET - -/I I I OM 1 �I IOM I ni l fi1__ 1. ® i nni I IJ T ai I I I Mli i I(M i .. ' t I I V 1 al 1 JI. al i -- - r - - -` ; 1 - - -i i i i 1 I I i L 1 1 f 11 1 11-, . USIBLE CIRCUIT BREAKER CONDUIT AND WIRE UNIT CONDUIT AND WIRE CON UNIT MF { ERR, T - - - 1 I METERING f T - - - 1 SWITCHBOARD I t I SWITCHBOARD � 1 i I � I I t J � 11 i '� i I r -- - r --- r r - - - - 1 1 I i 1 I I i O Bi O i ' I 1 UNIT I 7--=.-I---- r ; r___ --I M ' ((TT O i O1 I METER AND SOCKS + , I M U ' 1 {011 1 1 i � � I 0 1 IT , i N Y r fl i f�) I I ' 1 L: LJ GRADE , ‘IN �, - .. F L,ni._ . ',: ` FUSIBLE SWITCH OR CIRCUIT BREAKER l ; ___+ ___' i ___ ___' ; I 1 I M I METER AND SOCKET —rt O TI O 1 �1 ! i lryl l t lyt f i i ■ �/� v 1 I p1 I (� ,1 � + \ " ') '� r GRADE : 'FINISHCD FI OOR , � rI , _ti j _ A FUSIBLE SWITCH OR CIRCUIT BREAKER ,-1.... _1 PARTIAL RISER DIAGRAM THIS SHEET & TTG -01 MUST BE INCLUDED US PAR; ')� TENANT SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS 11 METERING r ■ WIrCHDWRD ; S - I r r � M ri ( :( SWITCH OR 120/208v 3m'. 4W RPuRINL' CAR., OF THE METERING TCHBUARD DEAL ES SHALL BE A 41NIMUM OF 65000 kMS AT 240`; . TO PROVIDE A MIN DISCONNECTING MEANS TENANT'S UNIT . ■ v ■ L1 1 I -- r T METER AND SOL.KI I, fll - r r 1(M I 1 I i J ni i �. I]I I r- - r - rr - - - r - r. 1 ^ I I I M I I 1(M 1 FF11 i-'"--- I r! uI JI I ' i r GRADE /FlNISHm FLOOR 1 I I 1 1 I 1 I I 1 ,.._1____I FUSIBLE' CIRCUP BREAKER 1 EY TENANT 2. Br LANDLORD 3. METER. BY UT;,M 4 ALL EQUIPMENT ADDITIONS (SOCKET METER. SHALL GE COMPATIBLE SWITCHBOARD MANUFACTURERS AN 1 20 V SMOKE EXHAUST, THE •N OVEH..URRENi AMPERES AT TTNAD"S. EXPENSE: 6. TENANT TO THE METERING /SWITCHBOARD WITHIN FUSIBLE SWITCH, CIRCUIT .BREAKER, ETC.) AND COORDINATED WITH THE REQUIREMENTS. DUCT SMOKE DE Ecr:.P PARTIAL RISER DIAGRAM PARTIAL RISER DIAGRAM 277/480V 30 40 IN G- BUILDING ONLY 1.^_0/ 3a 4W IN A B. C. D. E & F- 800.15 GS y '. . s. , :. , _ LEGEN ,_ & I 120 /2080 30 4W E 1 NOTES & LEEEN 4. I , A n n .R PARTIAL R��F✓. �IT--. -. .HI.�. F' SUPPLY IF D.,,. FAN BY TENANT P. !A. DLORC T 1 , c r M' F T A NA.J � P N T E v l IT f __ RE � c L E PT ALL __LI MEN ADDITIONS ,,: THE METERING /SWITCHBOARD f fC r.r, METER . , FUSIBLE SN' TCH CIRCUIT BREAKER, ETC .i SHALL BE COMPA iBLE AND COORDINATED WITH THE WIC!'.BOARD MANUFACTURERS REQUIREMENTS. THE INTERRUPTING COPECT} OF THE METERING SWITCHBOARD OVERCURRENT DEVICES SHALL BE A MINIMUM OF 35.000 RAGS AM PERES AT 450v AC OR 65000 EMS AMPERES AT 240V AC T :' R. _ .[ r. i MA':N L, ";NC- MEAN` ` w -H:L,n NT - l+ 1. BY TENANT 2 6 LANDLORD _ _ T M� 1 Efi B U•I I Y Pi NAM" EXPENSE E TENANT'S E F. SE I T I 4. ALL EO_PMENT ADD!710k_ O THEM P. NG WITCHBCMR.. E'E /S (SOCKS METER, FUSIBLE CIRCUIT BREAKER ETC i..) E SWITCH SHALL BE COMPATIBLE AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS 5. THE INTERRUPTING CAPACITY OF TE METERING SWITCHBOARD OVERCURREND DEVICES SHALL BE A MINIMUM OF 65.000 RMS AMPERES AT 240V AC EN N T^ RED '- AN ' , A MAN DS1.ONNE.T ME:. ,TH:\ En-•' 'n.' k - r DVC SMO DETLC r : I 24 24 END OF LINE ES'STE 1 iii II MENIAr The F. Jacob Group , a 12bi_0..� 3c 4W NOTES & I- FGENU I' T k f RF U RN I D LC L_ i- STARTER MAGNETIC FAN STARTER Wr OVERLOADS j i I I & 24 V CONTROL CIRCU'.T f Y • \\ - I 4� H 1 } 1 BY TENANT . BY LANDLORD MR. F 6 L T:' AT TENANT , EX k SH,L BE C M DREW E N SWI_NBOARE MA LTA T FEP RD,-;_,... THE INTERRUPTING CAPA( OF Inc M_ ER.N:: 1L,,, OvERCURRENT DEVICES _HALL BE MIL: M c'1_ t!'_ AMPERES AT 240v AU E TENANT TO PROVIDE A MAIN gSCUNNC�TN= MEAN WRI11N TENANT'S. UNIT. (:) , OC) I I I i i-15/Ii I Z_ FD I I SCS ; - FDS Cc i INF "_T T • �t I + - ( I - 1 1 1 - , 1 k ' E I 1 i :�-� Lit - -I l i ; ' I L I 1 TENAIJT 720 24 V POWER PANEL / 1 TRANSFORMER RESET TEST -� CEILING SMOKE L SWITCH DETECTOR FURL DETEC :IU N & : UC'KC CLNTRI.11 Y'� =^U C11A,''C :RaA' 1 ALL WSRING TO BE , N CUNU ,c' 2 ELECTRIC AND MECHANICAL : E�NSE S NT SMOKE DETECTOR. IS TO BE PURCHASED R D F! THE ,NAN" AN. DID INT3 THE FIRE DETECTOR. SYSTEM !2''. REVISED I i9E 9RAGN BE. OaiG SCALE JOB MB6ER IN THE EVENT THE TENANT IS REQUIRED TO INSTALL AND/OR FURNISH ANY AND ALL EQUIPMENT, WIRING, CONDUIT, ETC. FOR TENANT'S ELECTRICAL'SERVICE /INSTALLATION, LANDLORD SHALL HAVE THE RIGHT OF APPROVAL OF ALL EQUIPMENT AND METHODS TO BE UTILIZED PRIOR TO AND AFTEP. INSTALLATION OF ALL WORN LANDLORD'S APPROVAL OF SUCH METHODS AND EQUIPMENT SHALL I VCLUDE BUT NOT BE LIMITED TO LOCATION OF TENANT CONNECTION TO LANDLORD'S OR UTILITY COMPANY'S SERVICE; LOCATION OF THE ROUTING OF ALL, CONDUFT METHODS AND LO ,ATION OF SUPPORT OF ALL EQUIPMENT AND CONDUIT FROM LANDLORD'S APPROVED STRUCTURE; HEIGHT OF CONDUIT INSTALLATION (HEIGHT OF CONDUIT ROUTING SHALL BE A MAXIMUM HEIGHT FRAM THE FINISHED FLOOR WITH A MINIMUM HEIGHT OF 13 -10'): SIZE CE ALL CONDUITS, WIRE, EQUIPMENT, ETC PECLIIRED TO PROVIDE SERVICE TO THE TENANT'S PREMISES, AND MANUFACTURERS OF SWITCHES, FUSES, METER SOCKETS, METERS, FUSED BUS PLUGS, HANGERS, CONDUIT AND ANY OTHER DEVICES OR EOUIPMENT NECESSARY FOR NS? ALL ATION FAUURE TO OBTAIN LANDLORD'S PRIOR APPROVAL FOR ANY OF THE ABOVE SHALL REQUIRE THE TENANT TO REMOVE ANY NONCONFORMING INSTALLATION OR DEVICE AND REPLACE SAME PER METHODS AND MATERIALS REQUIRED BY LANDLORD- TENANT'S' CONTRACTORS SHALL BE BOUND BY THESE REQUIREMENTS AND SHALL OBTAIN LANDLORD'S WRITTEN APPROVAL FROM LANDLORD'S REPRESENTATIVE PRIOR TO AND AFTER INSTALLATION. TENANT SHALL SUBMIT AS BUILT RECORD" DOCUMENTS OF THE INSTALLATION PRIOR TO ACCEPTANCE OF THE ELECTRICAL SYSTEM BY THE LANDLORD. IN ADDITION TO THAT STATED HERE -IN, ALL WORK SHALL. ALSO CONFORM TO THE SPECIFICATIONS AND DETAILS NOTED ON TTE DRAWINGS. IMVIMIIIY: OAT[ 1 -31 -00 PLE',MAI! SCNTTE1 Of1A WW1. TTE -1 LOCATION. SWIHCENCER MALL RECEIVED CRY OF TUI(WILA •1P-1Y 1 8 r',ITIIi SEE INOTE #2 STAINLESS STEEL CLAMPING RING SOL DER JOINT ROOFING MEMBRANE INSULATION NI5 18' MIN. SC. LEAD FLASHING SEE NOTE 3 PPE VENT PIPE NOTES i. FOR BALLAST SYSTEMS. REPLACE BALLAST AFTER WORK IS COMPLETED. 2 4 LB. LEAD FLASHING SHALL BE 1/4 MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED 3 FLANGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED ROOFING CONTRACTORS 4 ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR > PICAL DETAIL - LEA 1 - BLIP GENERAL CONDITIONS AND SPECIAL CONDITIONS OF ALA 201 AND TENANTS GENERAL CONDITIONS REQUIREMENTS SHALL. APPLY UNLESS OTHERWISE NOTED. ACTUAL LOCATION AND EXTENT OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED- CHANGES TO CONFORM TO LANDLORD SERVICE LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD_ FURNISH ALL LABOR. MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED. SCHEDULED AND /OR AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. A ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHAT BEAR A U.L. LABEL ALL MATERIALS AND EQUIPMENT SHALL BE NEW. REUSE OF EXISTING SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY LANDLORD AND ALL CODES B MATERIALS, PRODUCTS AND EQLPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM. IEEE. IPCEA. NEC. NEMA, RLM, CENT AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. WHICHEVER ARE MORE STRINGENT ?HE WORD - YVI»V AS USED HEREIN MEAN` - J FUPNI`,H AWE. INST.A_. A ....FEc wORNING SYSTEM. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES, 'WHEREVER THERE IS A CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL APPLY 6 TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO: UTILITY COMPANY CONNECTIONS. SERVICE AND /OR TAPPING FEES: LOCAL, COUNTY OR STATE SERVICE CHARGES, INSPECTION CHARGES, AND PERMIT FEES' LANDLORD'S LC NNECT!ON FEES. LANDLORD'S L71LITr CHARGES., 'LANDLORD'S METERING CHARGES. AND /OR LANDLORD'S EQUIPMENT CHARGES. SUBMIT MATERIALS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL.. SUBMITTALS SHALL BEAR THE STAmP ;?F THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. DEFICIENCIES. AND NON- CONFORMING ITEMS - IF, AT ANY' TIME DURING THE 'ERR OF THE LEASE, LANDLORD DETERMINES THAT TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS:. LANDLORD MAY. IN ADDITION TO ANY OTHER •S[ PEMLL•__ TT MAI HAVE. AFTER LAN: F, TENANT OF TS IhTEN'T■ON 1 EJ, DE,IENLLS AS LANDLORD WAS ELECT T._. rn L. L5l E F. AND LIN TFNA, I BERATE TENANT RFIM0 ._ rlR A COSTS INCURRED BY LANDLORD; F,•..F T �F «E; ,1; ,_r THE DEFT IENC: E a G.EEE TN %I PERCENT •I 15 5 ALIM»NISRA:IIE CHARGE. THE TOTAL AMOUNT H.-LL BE DUE ANT: PAsEBLF TO LANDLORD VPC1N DEAANL' 101 , f NTRAC I OR ShAL. DE ALL CUTTING CHASIN , OR CHANNELING:: AND ''ITCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION ANY CUTTING SHALL HAVE PRIOR APPROVAL OF LANDLORD. SLEEVES SHALL EXTEND AT LEAST 2" ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS. ETC.. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDJI' INSTALLATION TO RETAIN THEIR EOE A!iNL ,- oE ^LOOP,S lc EXPPEES, EURB 'Al». EL HELD LIABLE ...ONCPAO,R SHALL. PROVIDE TEMPGRAF: SERvCL DESIGNATED LOCATION FOP ALL TEMPOP,APE POWFV AND 10H1011, w :EH ALL WIRING AS REQUIRED N L:Ih F...:RNR2HiNC EXTENSION CORDS FOR HIS OWN USE. Of Y '.MP RARE WP,. FELSES ETC., SHALL RE REMOVED oEL»IJ COAJ'LFTIEN T ENANT SHALL REDWBIIRSE LANDLORD FOR EMP r • FILWEF FVILIIDE, GROUND FALL 'RO`ECTIQN G.0 SHOWN ON THE DRAW,- AND A., .,r EL IFIEL ALL NORA NOT SPECIFICALLY NOTED AS BEING Al THE LANDLORD SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH LA.NL,L:IRD AS REOUIREO. FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1' BELOW TOP OF PIPE 4 LB. VIRGIN LEAD SEE NOTE /2 STAINLESS STEEL CLAMPING RING PRE - MOLDED PIPE SEAL RUBBER ROOFING MEMBRANE INSULATION • I NOTE: (ONO ITT C'F' V NT THROUGH ROOT= rl A1,i-; ,N( • E NOTES I. PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2 PRE MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER 3 WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED. USE FIELD FABRICATED PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL. 4. FOR BALLAST SYSTEMS. REPLACE BALLAST AFTER WORK IS COMPLETED. S. FLANGE SHALL BE SET BY ROOFER. CONTACT LL. FOR LIST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR GENERAL N ._.I T 1 N T /KCAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. MAKE PROVISIONS FOR TELEPHONE SERVICE AS' REQUIRED AND AS NOTED HERE M. 13. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN. TENANTS PREMISES SHALL BE 'PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. OUTLET BOXES SHALL BE 4 SQUARE. MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE WITH CONDUIT DROP AND PULL WIRE TO ABOVE CEILING. 14. PAINTING OF ELECTRICAL CONDUITS. ETC., IF REQUIRED. WILL BE BY THE TENANTS GENERAL CONTRACTOR. UNLESS OTHERWISE NOTED. 16. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION: DISTRIBUTION PANELS. LIGHTING PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS, SWITCHES AND CONTROL DEVICES, DISCONNECT SWITCHES, METER SOCKETS, ETC 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE TENANT AND LANDLORD A 'RECORD - SET OF PRINTS SHOWING THESE CHANGES, INCLUDING BUT NOT LIMITED TO ACTUAL MANUFACTURER(S) OF EQUIPMENT INSTALLED, EXACT LOCATIONS OF ALL CONDUIT AND EQUIPMENT WITH THE EQUIPMENT'S AS INSTALLED" SIZES ETC. I' AFL ELECTRIC. WORK SHALL P.E. INSTALLED SO, AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICIN MAINTAINING AND REPAIRING. RANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, :IC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO STEEL, CONCRETE OR MASONRY. BUT NOT TO PIPINC OR OTHER NONSTRUCTURAL ITEMS, INCLUDING JOIST BRIDGING, METAL DECK AND CEIUNG SUSPENSION SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN ONES OR BEAMS AND SEPARATED' AT LEAST 3 INCHES FROM WATER' LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES' CONDUCTORS • SHALL BE IN CONDUIT, DUCTS, OR APPROVED' RACEWAYS 18. "LOCK ON DEVICES SHALL BE PROVIDED ON NIGHT .LIGHT CIRCUITS, TIME CLOCK CONTROLLED CIRCUITS, ALL LIFE SAFETY CIRCUITS AND OTHERS AS MAY BE REQUIRED BY THE LANDLORD AND AUTHORITY HAVING JURISDICTION. 19. GROUND ALL CONDUITS. CABINETS, PANELS. AND OTHER EXPOSED NON - CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 20. TEST FOR GROUNDS, SNORT CIRCUITS AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTA_LATDN IS COMPLETE FAULTS IN THE INSTALLATION SHALL BF CORRECTED THE _0CADON I- OLPLETS AN'. EIC,JiPv ENT sHowN ;.I. THE DRAWINGS IS APPROXIMATE THE TENON» OR LANDLOPET SHALL HATE THE RI P.EJ 'E At, FIXTURES WITHOUT ADDITION, COST To 1HE TENANT OR LANDLORD PROVIDE ANY AND ALL SHIELDING OF ELECTRICAL EQUIPMENT OR CEVICES AS REQUIRED BY N.E.C. OR OTHER STATE ANT• LOCA_ CODES DUE TO WATER CARRYING EQUIPMENT, PIPING OR DEVICES OR DUE TO ANY OTHER CONDITION REQUIRING SAME 23 ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EOUIPMENT THROUGH A SEPARATE ROOF PENETRATION FOR THE ELECTRIC POWER AND CONTROL CONDUITS. FLASH PENETRATION PER LANDLORD DETAILS. DO NOT ROUTE EDNC'JI THROUGH POFF CORE DO NET DR, HOLES CONDE'NSt TE PAL. OR COMPRESSOR/CONDENSER , ._v. IT IS THE INTENT THAT THE ENTIRE SCOPE IF WORK SHALL BE COMPLETE IN EVERT ASPECT AND THAI AN MATERIAL OF WORE NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS., BUT NECESSAR1 11) FULLY COMPLETE THE WORK, SHALL BE FURNISHED GI ■.RANTEC' ..DAFPNiE'_I L F P;i :51 DATE OF AC_EPTAN_E BT TENANT AND L,UNDLORD DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE 'WORK. OR EQUIPMENT FURNISHED ANC /OR INSTALLED BY CONTRACTOR. WATER CUT -OFF MASTIC SPLICING CEMENT LAP SEALANT DO NOT TRIM DECK FLANGE GENERAL NOTES I L,i ;NT E i MATERIAL SPECS CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO CODE. REQUIREMENTS CONDUIT SHALL BE CONCEALED IN FINISHED AREAS A. ' MINIMUM SIZES OF CONDUITS SHALL BE 3/4" F EMBEDMENT IN CONCRETE MAD 1/2 FOR ALL OTHER APPUCATTONS. ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. FITTINGS SHALL BE OF THE COMPRESSION TYPE EMT, IMC OR HEAVY WALL CONDUIT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS EMT SHA NOT BE CONCEALED IN POURED'. CONCRETE SLABS OR. WALLS B. FLEXIBLE 'METAL CONDUIT MAY BE USED ONLY FOR SHORT FINAL CONNECTIONS FROM J -BOX TO FIXTURES AND EQUIPMENT AS PERMITTED BY CODE AND AS DESCRIBED, ABOVE MAXIMUM LENGTH OF ANY FLEXIBLE CONDUIT SHALL BE 6' -0 ". C. CONDUIT SHALL NO BE INSTALLED IN OR THROUGH DUCT WORK D. CONDUIT IN THE CONCRETE SLAB OR UNDERGROUND SHALL BE RIGID GALVANIZED CONDUIT OR 'SCHEDULE 4D PVC RIGID CONDUIT STUB -UPS, ABOVE THE FINISHED FLOOR, TO PANELS AND BOXES SHALL BE RIGID STEEL CONDUIT E. r'VC CONDUIT IS NOT ALLOWED UNDER ANY CIRCUMSTANCE IN CEILING OR WA CAV TIE "S 2 WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH' 600 VOLT INSULATION ' /10 : AND SMALLER SHALL BE SOUD. /8. AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALT. BE /12 HOWEVER #16 MAY BE USED FOR CONTROL WIRING. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE MUST BE IN CONDUIT. A. GENERAL WIRING SHALL BE THW. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) HVAC CONTROL. WIRING SHALL BE S #1F AWG MOLT - . COLORED CABLE WITH 600 V INSULATION I C. ROWED AND BX CABLE ARE NOT ' , PERMTTED. (SEE FLEXIBLE METAL CONDUIT) COLCY OF WIRING DEVICES SHALL PE AS SELECTED RY THE ARCHITECT LI,EP PLATE SHA PE FS., STEE L OL SMDi TITERMJSPLA'K TL, MA.TSH LEVEE CDLSA WIP'N:; DEVICES SHALL BE EGLOAL TO "SPECIFICATION GRADES' AD FOLLOWS A DUPLEX RECEPTACLES - HUBBELL #5352 6 DE5362 A LIGHTING SWITCHES - HUBBELL #1221 SERIES, 3 -WA AND 4-WA, SIMILAR - #1223 AND, #'1224 RESPECTIVELY • INr ANDESCEti DIME, - TROt 5 ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDNG TEMPERATURE CONTROL, CONNECTIONS TO MOTORS, DAMPERS, INSTALLATION OF THERMOSTATS. INTERLOCKING. ETC., EXCEPT THAT WHICH, IS SPECIFICALLY NOTED AS BEING BY MECHANICAL CONTRACTOR, SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED POWER AND CONTROL INTERLOCK FOR ALL HOOD FIRE SUPPRESSION SYSTEMS. CL_•LK RECEPTACLE - HUBBELL CAT. 7707-SS G. SHUNT TRIP SQUARE D TYPE.. 7 BRANCH CIRCUIT PANELS SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH OVERALL DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR TWO OR THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE LOADS SHALL BE BALANCED WITHIN. TOX. 8. SAFETY AND DISCONNECT SWITCHES SHALL BE FUSED OR NON - FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC OR EQUAL. WP SWTPPOWER DISCONNECT (FUSED) MC. CABLE HAT' BE USED (OS' -0' MAXIMUM; WHEN USED FOR SHORT FINAL CONNECTIONS FROR J-BOX TO LIGHTING FIXTURE 'ti -0' IS THE MAXTHUM ALLOWABLE. (.WHERE LOCAL CODE PERMITS, 3 WIRE CONNECTORS SHALL BE EQUAL BY SCOTCHLOCK, FOR #8 AND SMALLER AND T A B LOCK -TITE" FOR #6 AND LARGER. 4 LIGHTING FIXTURES. INCLUDING LAMPS. SHALL BE BURNISHED AS ■NDICATED GNI ELECTRII:AL PLAN: LC ' :ILA: ONT'.R,A :TOR SHALL INSIA_L ALL 11 I.h_S AVE: LAMPS_ IN _A___ AREAS FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS. At, DEEP CELE PAEABOL.0 L UO GRES ALL FIRE RATING ENCLOSURES FOR ELECTRICAL LIGHTING FIO'URES AND EQUIPMENT SHA__ BE PROVIDED E: ELECTRICAL CONTRACTOR AP UOUIDTIGHT FLEXIBLE CONDUIT (1' - 0' MAX. LG.) ROOFTOP UNIT ROOFING FULL PERIM ROOFTOP EQUIPMENT CURB OR CONDENSING UNIT RAIL. ROOrTnP UNIT CON I_ RIGID CONDUIT -SIZE AS REQUIRED WP RECEPTACLE POWER & CONTROL CONDUIT ROOF PENETRATIONS. FOR CONTINUATION. RFF DFTNI 0 ^ I »TALI EXISTING JOIST I LOCATE SO NOT TO OBSTRUCT ANY SERVICE TO RILL OR READING OF NAMEPLATE 2 CO NOT INSTALL CONDUIT THOU CURBS. USE SEPERATE ROE PENETRATIONS 3 PITCH POCKETS ARE NOT PERMITTED GENERAL N' T=S (NT OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE- PIECE. PRESSED STEEL KNOCKOUT TYPE 10. 'JUNCTION BOXES' PULL BORES AND COVERS SHALL. BE GALVANIZED STEEL, CODE GAUGE SIZE. CONTRACTOR TO PROVIDE CEILING ACCESS DOORS FOR CONCEALED JUNCTION OR PULL BOXES.'' I 11. A. FOR NON FOOD COURT TENANTS, TIME SWITCHES SHALL CONTROL SIGN, ENTRANCE LIGHTING, AND SHOW WINDOW LIGHTING. USE PARAGON TYPE 7007 -0 OR EQUAL: x HOUR, 7 -1)AY TYPE B. FOR FOOD COURT TENANTS, THE LANDLORD HAS .PROVIDED A JUNCTON BOX ABOVE THE CEILING FOR CONTROL OF THE, TENANT'S SIGN (120 : VOLTS) '. THE :LANDLORD WILL PROVIDE A 1/2'. CONDUIT FROM THE. JUNCTION BOX TO THE SIGN., WIRING FROM THE JUNCTION BOX TO THE SIGN IS THE TENANT'S RESPONSIBILITY. SEE LANDLORD'S DRAWINGS FOR LOCATION 12. MANUAL MOTOR STARTERS WITH OVERLOAD ' MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WHERE AUTOMATIC OPERATION IS NOT REQUIRED. SINGLE PHASE STARTERS SHALL . BE SQUARE. O OR EQUAL THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD '.DEVICE IN EACH'. PHASE '.. LOW VOLTAGE MAGNETIC ►BSTOR. STARTERS SHALL BE USED FOR AUTOMATIC, FAN OPERATION. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES 3 5 SEe, 7 SH 15 17 19 21 23 27 29 31 33 35 TOTAL 39 41 Description Dram per #AMA. A B C PANEL NO. Circ No. C Circ No. 2 4 6 8 10 12' to 16 18 20 22 24 26 28 30 32 34 36 38 40 42 FED FROM FEEDER CABLE SIZE watt. P.O Ahab A B C Description TOTAL CONNECTED LOVE MAIN BUS RATING MAIN BREAKER ELECTRICAL DATA FORMS KAN K.V.A. AMPS JAIL: EL_. VT, ...T MAIN SHEA1 .F. LT__nptio, atts per #hose Ciro A, r N: :. TO BE COMPLETED BY TENANT PANEL N: LOCATION MOUNTING Ciro wan Nc l - peas. 1 NOTE. THE COOLING 'AND HEATING LOADS SHALL EE INTERLOCKED SO AS NOT TO r: UPE SIMLiLIANEOUSL+ THE LARGER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED NOTE: LIGHTING K.M. FROM LOAD SUMMARY TO BE USED IN H. V.A.C. CALCULATION FORM tenor, shod ,nsta.I a.la /OI Turn e shl rr I ny. c-c Er-cm Ipuolord's sery •ce eway, switchboard, bvs d.,Ct 7, t,4 tenant's preen: Ses and Snail ee subject tc• landlord '= •'apprcva 1. Tenon-. to verify oh landlord dwgs and with IondIOrd reGre_erltativc the vi•ter,V o existing portions of syster system voltage and s•zes... Tenant. shell Clio , cote on tenon, s plans Al'I 'design information required for the complete electrical system to be ■nstoi led. See 'Service Instal la, Nate' on'drawlnc TTE - 1' for load lord requirements. _mu'JTfCEI'JTEP E E , _ - , ..tures. cons iLT. mfr _ _t: - _ .:N ♦nr - - n^Ir•I.' •Hstol lot i on per the Nat Iona, C Loot. tong Peru real' rerlen, oho the local authority having lur'Sdi =t'.e. The tenant shall furnlsP' ar:d :nstOI t u sm.,. GC.( pren_es as .Toted on TTE and /Hr TIM draw ',e=, .. r'or. tl e tc�i:l ..t instal lot ion i5 lay the tenant and at the tenon' OI S}'Ster with. r, the e.aper,se No panel or flexible conduit sha',LI be located in the demising poll. All elects Leak telephone equipment sh0 ':L be Io•_ :Ted c 1 Plywood panel which shall be mounted to o. masonry wall , a n,rlimur, 1 -5/8' unistrut. UOlstrut is not necessary For mounting plywood to stud walls. ATI recessed lighting fixtures shalt be installed with earthquake clips. SOUTHCENTER �fiA1'TIE '/AUI ISI»ON ELECTRICAL DESIGN CRITERIA, DETAILS AND SPECIFICATIONS Sheet 2 of 2 The Richard E. Jacobs Group REVI>ED / , REVISED REVISED DRAWN BY Le: AMINO 1116 LE UNIT NUMBER DEA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS SCN T E 2 DATE LODATAB11 SOUTHCENTER MALL 1, 106 N.M . Tt DAANNO HUME. TTE -2 -31 -00 (/15/96 6/13/95 RECEIVED CITY OF TUICWILA MAY I I4 El'- St- 1 , 4 I I 18 2 0 - 24' 26' 28' 32 34 36 38 40 42 TOTAL :. TOTAL. CONNECTED. LOAD K.W. LOCATION K.V.P.. MOUNTING AMPS LOAD SUMMARY Connected. Den Description A.W. AMPS K.W. AMPS Lighting (recessed) - - - 1 - - Lighting (surface) IT. O 4 1 » 10 a,L.9 1..•3 6 Ii. Receptacles LOS'S Water Heoter 3.0, ,.. 0.3 3 -0 2.3 HtV :A.C. 22 y.3 G 5 ,^.. 4.3' VI. - : Equip. (fans et - .1 I.1 I ,.1 Miscelloneous (sign) 1,a 3 -3 1.5 4»S Reserve' , ' TOTAL 5G» 1' 0 . 3 I'.. 5$ :I I Irv» J Gress Leasable A ett = W t.., F - SEE INOTE #2 STAINLESS STEEL CLAMPING RING SOL DER JOINT ROOFING MEMBRANE INSULATION NI5 18' MIN. SC. LEAD FLASHING SEE NOTE 3 PPE VENT PIPE NOTES i. FOR BALLAST SYSTEMS. REPLACE BALLAST AFTER WORK IS COMPLETED. 2 4 LB. LEAD FLASHING SHALL BE 1/4 MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED 3 FLANGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED ROOFING CONTRACTORS 4 ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR > PICAL DETAIL - LEA 1 - BLIP GENERAL CONDITIONS AND SPECIAL CONDITIONS OF ALA 201 AND TENANTS GENERAL CONDITIONS REQUIREMENTS SHALL. APPLY UNLESS OTHERWISE NOTED. ACTUAL LOCATION AND EXTENT OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED- CHANGES TO CONFORM TO LANDLORD SERVICE LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD_ FURNISH ALL LABOR. MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED. SCHEDULED AND /OR AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. A ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHAT BEAR A U.L. LABEL ALL MATERIALS AND EQUIPMENT SHALL BE NEW. REUSE OF EXISTING SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY LANDLORD AND ALL CODES B MATERIALS, PRODUCTS AND EQLPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM. IEEE. IPCEA. NEC. NEMA, RLM, CENT AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. WHICHEVER ARE MORE STRINGENT ?HE WORD - YVI»V AS USED HEREIN MEAN` - J FUPNI`,H AWE. INST.A_. A ....FEc wORNING SYSTEM. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES, 'WHEREVER THERE IS A CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL APPLY 6 TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO: UTILITY COMPANY CONNECTIONS. SERVICE AND /OR TAPPING FEES: LOCAL, COUNTY OR STATE SERVICE CHARGES, INSPECTION CHARGES, AND PERMIT FEES' LANDLORD'S LC NNECT!ON FEES. LANDLORD'S L71LITr CHARGES., 'LANDLORD'S METERING CHARGES. AND /OR LANDLORD'S EQUIPMENT CHARGES. SUBMIT MATERIALS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL.. SUBMITTALS SHALL BEAR THE STAmP ;?F THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. DEFICIENCIES. AND NON- CONFORMING ITEMS - IF, AT ANY' TIME DURING THE 'ERR OF THE LEASE, LANDLORD DETERMINES THAT TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS:. LANDLORD MAY. IN ADDITION TO ANY OTHER •S[ PEMLL•__ TT MAI HAVE. AFTER LAN: F, TENANT OF TS IhTEN'T■ON 1 EJ, DE,IENLLS AS LANDLORD WAS ELECT T._. rn L. L5l E F. AND LIN TFNA, I BERATE TENANT RFIM0 ._ rlR A COSTS INCURRED BY LANDLORD; F,•..F T �F «E; ,1; ,_r THE DEFT IENC: E a G.EEE TN %I PERCENT •I 15 5 ALIM»NISRA:IIE CHARGE. THE TOTAL AMOUNT H.-LL BE DUE ANT: PAsEBLF TO LANDLORD VPC1N DEAANL' 101 , f NTRAC I OR ShAL. DE ALL CUTTING CHASIN , OR CHANNELING:: AND ''ITCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION ANY CUTTING SHALL HAVE PRIOR APPROVAL OF LANDLORD. SLEEVES SHALL EXTEND AT LEAST 2" ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS. ETC.. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDJI' INSTALLATION TO RETAIN THEIR EOE A!iNL ,- oE ^LOOP,S lc EXPPEES, EURB 'Al». EL HELD LIABLE ...ONCPAO,R SHALL. PROVIDE TEMPGRAF: SERvCL DESIGNATED LOCATION FOP ALL TEMPOP,APE POWFV AND 10H1011, w :EH ALL WIRING AS REQUIRED N L:Ih F...:RNR2HiNC EXTENSION CORDS FOR HIS OWN USE. Of Y '.MP RARE WP,. FELSES ETC., SHALL RE REMOVED oEL»IJ COAJ'LFTIEN T ENANT SHALL REDWBIIRSE LANDLORD FOR EMP r • FILWEF FVILIIDE, GROUND FALL 'RO`ECTIQN G.0 SHOWN ON THE DRAW,- AND A., .,r EL IFIEL ALL NORA NOT SPECIFICALLY NOTED AS BEING Al THE LANDLORD SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH LA.NL,L:IRD AS REOUIREO. FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1' BELOW TOP OF PIPE 4 LB. VIRGIN LEAD SEE NOTE /2 STAINLESS STEEL CLAMPING RING PRE - MOLDED PIPE SEAL RUBBER ROOFING MEMBRANE INSULATION • I NOTE: (ONO ITT C'F' V NT THROUGH ROOT= rl A1,i-; ,N( • E NOTES I. PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2 PRE MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER 3 WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED. USE FIELD FABRICATED PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL. 4. FOR BALLAST SYSTEMS. REPLACE BALLAST AFTER WORK IS COMPLETED. S. FLANGE SHALL BE SET BY ROOFER. CONTACT LL. FOR LIST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR GENERAL N ._.I T 1 N T /KCAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. MAKE PROVISIONS FOR TELEPHONE SERVICE AS' REQUIRED AND AS NOTED HERE M. 13. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN. TENANTS PREMISES SHALL BE 'PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. OUTLET BOXES SHALL BE 4 SQUARE. MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE WITH CONDUIT DROP AND PULL WIRE TO ABOVE CEILING. 14. PAINTING OF ELECTRICAL CONDUITS. ETC., IF REQUIRED. WILL BE BY THE TENANTS GENERAL CONTRACTOR. UNLESS OTHERWISE NOTED. 16. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION: DISTRIBUTION PANELS. LIGHTING PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS, SWITCHES AND CONTROL DEVICES, DISCONNECT SWITCHES, METER SOCKETS, ETC 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE TENANT AND LANDLORD A 'RECORD - SET OF PRINTS SHOWING THESE CHANGES, INCLUDING BUT NOT LIMITED TO ACTUAL MANUFACTURER(S) OF EQUIPMENT INSTALLED, EXACT LOCATIONS OF ALL CONDUIT AND EQUIPMENT WITH THE EQUIPMENT'S AS INSTALLED" SIZES ETC. I' AFL ELECTRIC. WORK SHALL P.E. INSTALLED SO, AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICIN MAINTAINING AND REPAIRING. RANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, :IC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO STEEL, CONCRETE OR MASONRY. BUT NOT TO PIPINC OR OTHER NONSTRUCTURAL ITEMS, INCLUDING JOIST BRIDGING, METAL DECK AND CEIUNG SUSPENSION SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN ONES OR BEAMS AND SEPARATED' AT LEAST 3 INCHES FROM WATER' LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES' CONDUCTORS • SHALL BE IN CONDUIT, DUCTS, OR APPROVED' RACEWAYS 18. "LOCK ON DEVICES SHALL BE PROVIDED ON NIGHT .LIGHT CIRCUITS, TIME CLOCK CONTROLLED CIRCUITS, ALL LIFE SAFETY CIRCUITS AND OTHERS AS MAY BE REQUIRED BY THE LANDLORD AND AUTHORITY HAVING JURISDICTION. 19. GROUND ALL CONDUITS. CABINETS, PANELS. AND OTHER EXPOSED NON - CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 20. TEST FOR GROUNDS, SNORT CIRCUITS AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTA_LATDN IS COMPLETE FAULTS IN THE INSTALLATION SHALL BF CORRECTED THE _0CADON I- OLPLETS AN'. EIC,JiPv ENT sHowN ;.I. THE DRAWINGS IS APPROXIMATE THE TENON» OR LANDLOPET SHALL HATE THE RI P.EJ 'E At, FIXTURES WITHOUT ADDITION, COST To 1HE TENANT OR LANDLORD PROVIDE ANY AND ALL SHIELDING OF ELECTRICAL EQUIPMENT OR CEVICES AS REQUIRED BY N.E.C. OR OTHER STATE ANT• LOCA_ CODES DUE TO WATER CARRYING EQUIPMENT, PIPING OR DEVICES OR DUE TO ANY OTHER CONDITION REQUIRING SAME 23 ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EOUIPMENT THROUGH A SEPARATE ROOF PENETRATION FOR THE ELECTRIC POWER AND CONTROL CONDUITS. FLASH PENETRATION PER LANDLORD DETAILS. DO NOT ROUTE EDNC'JI THROUGH POFF CORE DO NET DR, HOLES CONDE'NSt TE PAL. OR COMPRESSOR/CONDENSER , ._v. IT IS THE INTENT THAT THE ENTIRE SCOPE IF WORK SHALL BE COMPLETE IN EVERT ASPECT AND THAI AN MATERIAL OF WORE NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS., BUT NECESSAR1 11) FULLY COMPLETE THE WORK, SHALL BE FURNISHED GI ■.RANTEC' ..DAFPNiE'_I L F P;i :51 DATE OF AC_EPTAN_E BT TENANT AND L,UNDLORD DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE 'WORK. OR EQUIPMENT FURNISHED ANC /OR INSTALLED BY CONTRACTOR. WATER CUT -OFF MASTIC SPLICING CEMENT LAP SEALANT DO NOT TRIM DECK FLANGE GENERAL NOTES I L,i ;NT E i MATERIAL SPECS CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO CODE. REQUIREMENTS CONDUIT SHALL BE CONCEALED IN FINISHED AREAS A. ' MINIMUM SIZES OF CONDUITS SHALL BE 3/4" F EMBEDMENT IN CONCRETE MAD 1/2 FOR ALL OTHER APPUCATTONS. ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. FITTINGS SHALL BE OF THE COMPRESSION TYPE EMT, IMC OR HEAVY WALL CONDUIT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS EMT SHA NOT BE CONCEALED IN POURED'. CONCRETE SLABS OR. WALLS B. FLEXIBLE 'METAL CONDUIT MAY BE USED ONLY FOR SHORT FINAL CONNECTIONS FROM J -BOX TO FIXTURES AND EQUIPMENT AS PERMITTED BY CODE AND AS DESCRIBED, ABOVE MAXIMUM LENGTH OF ANY FLEXIBLE CONDUIT SHALL BE 6' -0 ". C. CONDUIT SHALL NO BE INSTALLED IN OR THROUGH DUCT WORK D. CONDUIT IN THE CONCRETE SLAB OR UNDERGROUND SHALL BE RIGID GALVANIZED CONDUIT OR 'SCHEDULE 4D PVC RIGID CONDUIT STUB -UPS, ABOVE THE FINISHED FLOOR, TO PANELS AND BOXES SHALL BE RIGID STEEL CONDUIT E. r'VC CONDUIT IS NOT ALLOWED UNDER ANY CIRCUMSTANCE IN CEILING OR WA CAV TIE "S 2 WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH' 600 VOLT INSULATION ' /10 : AND SMALLER SHALL BE SOUD. /8. AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALT. BE /12 HOWEVER #16 MAY BE USED FOR CONTROL WIRING. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE MUST BE IN CONDUIT. A. GENERAL WIRING SHALL BE THW. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) HVAC CONTROL. WIRING SHALL BE S #1F AWG MOLT - . COLORED CABLE WITH 600 V INSULATION I C. ROWED AND BX CABLE ARE NOT ' , PERMTTED. (SEE FLEXIBLE METAL CONDUIT) COLCY OF WIRING DEVICES SHALL PE AS SELECTED RY THE ARCHITECT LI,EP PLATE SHA PE FS., STEE L OL SMDi TITERMJSPLA'K TL, MA.TSH LEVEE CDLSA WIP'N:; DEVICES SHALL BE EGLOAL TO "SPECIFICATION GRADES' AD FOLLOWS A DUPLEX RECEPTACLES - HUBBELL #5352 6 DE5362 A LIGHTING SWITCHES - HUBBELL #1221 SERIES, 3 -WA AND 4-WA, SIMILAR - #1223 AND, #'1224 RESPECTIVELY • INr ANDESCEti DIME, - TROt 5 ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDNG TEMPERATURE CONTROL, CONNECTIONS TO MOTORS, DAMPERS, INSTALLATION OF THERMOSTATS. INTERLOCKING. ETC., EXCEPT THAT WHICH, IS SPECIFICALLY NOTED AS BEING BY MECHANICAL CONTRACTOR, SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED POWER AND CONTROL INTERLOCK FOR ALL HOOD FIRE SUPPRESSION SYSTEMS. CL_•LK RECEPTACLE - HUBBELL CAT. 7707-SS G. SHUNT TRIP SQUARE D TYPE.. 7 BRANCH CIRCUIT PANELS SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH OVERALL DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR TWO OR THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE LOADS SHALL BE BALANCED WITHIN. TOX. 8. SAFETY AND DISCONNECT SWITCHES SHALL BE FUSED OR NON - FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC OR EQUAL. WP SWTPPOWER DISCONNECT (FUSED) MC. CABLE HAT' BE USED (OS' -0' MAXIMUM; WHEN USED FOR SHORT FINAL CONNECTIONS FROR J-BOX TO LIGHTING FIXTURE 'ti -0' IS THE MAXTHUM ALLOWABLE. (.WHERE LOCAL CODE PERMITS, 3 WIRE CONNECTORS SHALL BE EQUAL BY SCOTCHLOCK, FOR #8 AND SMALLER AND T A B LOCK -TITE" FOR #6 AND LARGER. 4 LIGHTING FIXTURES. INCLUDING LAMPS. SHALL BE BURNISHED AS ■NDICATED GNI ELECTRII:AL PLAN: LC ' :ILA: ONT'.R,A :TOR SHALL INSIA_L ALL 11 I.h_S AVE: LAMPS_ IN _A___ AREAS FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS. At, DEEP CELE PAEABOL.0 L UO GRES ALL FIRE RATING ENCLOSURES FOR ELECTRICAL LIGHTING FIO'URES AND EQUIPMENT SHA__ BE PROVIDED E: ELECTRICAL CONTRACTOR AP UOUIDTIGHT FLEXIBLE CONDUIT (1' - 0' MAX. LG.) ROOFTOP UNIT ROOFING FULL PERIM ROOFTOP EQUIPMENT CURB OR CONDENSING UNIT RAIL. ROOrTnP UNIT CON I_ RIGID CONDUIT -SIZE AS REQUIRED WP RECEPTACLE POWER & CONTROL CONDUIT ROOF PENETRATIONS. FOR CONTINUATION. RFF DFTNI 0 ^ I »TALI EXISTING JOIST I LOCATE SO NOT TO OBSTRUCT ANY SERVICE TO RILL OR READING OF NAMEPLATE 2 CO NOT INSTALL CONDUIT THOU CURBS. USE SEPERATE ROE PENETRATIONS 3 PITCH POCKETS ARE NOT PERMITTED GENERAL N' T=S (NT OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE- PIECE. PRESSED STEEL KNOCKOUT TYPE 10. 'JUNCTION BOXES' PULL BORES AND COVERS SHALL. BE GALVANIZED STEEL, CODE GAUGE SIZE. CONTRACTOR TO PROVIDE CEILING ACCESS DOORS FOR CONCEALED JUNCTION OR PULL BOXES.'' I 11. A. FOR NON FOOD COURT TENANTS, TIME SWITCHES SHALL CONTROL SIGN, ENTRANCE LIGHTING, AND SHOW WINDOW LIGHTING. USE PARAGON TYPE 7007 -0 OR EQUAL: x HOUR, 7 -1)AY TYPE B. FOR FOOD COURT TENANTS, THE LANDLORD HAS .PROVIDED A JUNCTON BOX ABOVE THE CEILING FOR CONTROL OF THE, TENANT'S SIGN (120 : VOLTS) '. THE :LANDLORD WILL PROVIDE A 1/2'. CONDUIT FROM THE. JUNCTION BOX TO THE SIGN., WIRING FROM THE JUNCTION BOX TO THE SIGN IS THE TENANT'S RESPONSIBILITY. SEE LANDLORD'S DRAWINGS FOR LOCATION 12. MANUAL MOTOR STARTERS WITH OVERLOAD ' MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WHERE AUTOMATIC OPERATION IS NOT REQUIRED. SINGLE PHASE STARTERS SHALL . BE SQUARE. O OR EQUAL THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD '.DEVICE IN EACH'. PHASE '.. LOW VOLTAGE MAGNETIC ►BSTOR. STARTERS SHALL BE USED FOR AUTOMATIC, FAN OPERATION. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES 3 5 SEe, 7 SH 15 17 19 21 23 27 29 31 33 35 TOTAL 39 41 Description Dram per #AMA. A B C PANEL NO. Circ No. C Circ No. 2 4 6 8 10 12' to 16 18 20 22 24 26 28 30 32 34 36 38 40 42 FED FROM FEEDER CABLE SIZE watt. P.O Ahab A B C Description TOTAL CONNECTED LOVE MAIN BUS RATING MAIN BREAKER ELECTRICAL DATA FORMS KAN K.V.A. AMPS JAIL: EL_. VT, ...T MAIN SHEA1 .F. LT__nptio, atts per #hose Ciro A, r N: :. TO BE COMPLETED BY TENANT PANEL N: LOCATION MOUNTING Ciro wan Nc l - peas. 1 NOTE. THE COOLING 'AND HEATING LOADS SHALL EE INTERLOCKED SO AS NOT TO r: UPE SIMLiLIANEOUSL+ THE LARGER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED NOTE: LIGHTING K.M. FROM LOAD SUMMARY TO BE USED IN H. V.A.C. CALCULATION FORM tenor, shod ,nsta.I a.la /OI Turn e shl rr I ny. c-c Er-cm Ipuolord's sery •ce eway, switchboard, bvs d.,Ct 7, t,4 tenant's preen: Ses and Snail ee subject tc• landlord '= •'apprcva 1. Tenon-. to verify oh landlord dwgs and with IondIOrd reGre_erltativc the vi•ter,V o existing portions of syster system voltage and s•zes... Tenant. shell Clio , cote on tenon, s plans Al'I 'design information required for the complete electrical system to be ■nstoi led. See 'Service Instal la, Nate' on'drawlnc TTE - 1' for load lord requirements. _mu'JTfCEI'JTEP E E , _ - , ..tures. cons iLT. mfr _ _t: - _ .:N ♦nr - - n^Ir•I.' •Hstol lot i on per the Nat Iona, C Loot. tong Peru real' rerlen, oho the local authority having lur'Sdi =t'.e. The tenant shall furnlsP' ar:d :nstOI t u sm.,. GC.( pren_es as .Toted on TTE and /Hr TIM draw ',e=, .. r'or. tl e tc�i:l ..t instal lot ion i5 lay the tenant and at the tenon' OI S}'Ster with. r, the e.aper,se No panel or flexible conduit sha',LI be located in the demising poll. All elects Leak telephone equipment sh0 ':L be Io•_ :Ted c 1 Plywood panel which shall be mounted to o. masonry wall , a n,rlimur, 1 -5/8' unistrut. UOlstrut is not necessary For mounting plywood to stud walls. ATI recessed lighting fixtures shalt be installed with earthquake clips. SOUTHCENTER �fiA1'TIE '/AUI ISI»ON ELECTRICAL DESIGN CRITERIA, DETAILS AND SPECIFICATIONS Sheet 2 of 2 The Richard E. Jacobs Group REVI>ED / , REVISED REVISED DRAWN BY Le: AMINO 1116 LE UNIT NUMBER DEA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS SCN T E 2 DATE LODATAB11 SOUTHCENTER MALL 1, 106 N.M . Tt DAANNO HUME. TTE -2 -31 -00 (/15/96 6/13/95 RECEIVED CITY OF TUICWILA MAY I I4 Number .Date DeaeripSan of Revisions' ' Mgr Wil EXISTING EXISTING PANEL P PANEL L L -32 EXISTING LANDLORD SWITCHBOARD 120/208V, 3PH. VERIFY 400A DISCONNECT, AND ALL REQUIREMENTS. EXISTING 2 1/2" C. 4 #350 MCM 400A RISER DIAGRAM TEt NO'SCALE LANDLORD'S ELECTRICAL ROOM LEASE LINE HP -2 EXISTING 2 1/2" C. 4 #350 MCM EXISTING 400A DISC. TIMECLOCK WITH 300A FUSES. L-41 _- EXISTING FXISTINGI '- PANEL ;PANEL I - - - -- P' L' TENANT SPACE EXISTING 2 1/2"5 -4 # 3 50 MCM EXISTING 1 "C -4 #3 1 l C -4 #1/0 NOTE': ELECTRICAL CONTRACTOR SHALL VISIT SITE NOTIFY ENGINEER ',. I OF ANY DISCREPA CIE;(. PRIOR TO BID EXISTING EQUIPMENT TO BE REUSED WILL BE REQUIRED TO SATISFY THE REQUIREMENTS OF THE CURRENT NEC. WITH I EGARDI NG TO RATING, IDENTIFICATION; USE',' WIRE BENDING SPACE, ETC. AS IF THEE WERE NEW. L -41 L -31 L -33,35 (TYP.)O POWER PLAN El 1/4 = 1 ,_ 0 .. GENERAL NOTES A... FOR ALL ( DEVICE LOCATIONS, AND CONDUIT ROUTING, COORDINATE WITH ARCHITECTURAL FLOOR PLAN. B. TENANT'S ELECTRICAL CONTRACTOR. SHALL HIRE LANDLORD'S CONTRACTORI TO DES GN, FURNISH AND INSTALL A COMPLETE FIRE 'ALARM' SYSTEM' THE TENANT'S' SPACE. SPECIFIC - ELECTRICAL NOTES O EXISTING PHONE. BOARD AND EQUIPMENT TO REMAIN. O 2 E.C. SHALL PROVIDE FLEXIBLE CONDUIT WITHIN CASEWORK FOR ALL. DEVICES WITHIN CASEWORK. / FURNISH AND INSTALL DUPLEX RECEPTACLE IN CASHWRAP CASEWORK FOR CASH REGISTERS. DUPLEX RECEPTACLES SHALL BE HUBBELL #IG -5362 ISOLATED GROUND RECEPTACLES. RUN SEPARATE. CIRCUIT AND GROUND WIRE IN SEPARATE CONDUIT FOR EACH CASH REGISTER CIRCUIT. MAXIMUM OF. THREE (3) CASH REGISTERS PER CIRCUIT.: SEPARATE HOMERUN REQUIRED AND CONDUIT GROUND NOT PERMITTED ON CASH REGISTER CIRCUITS. THE GROUND WIRE, ON CASH REGISTER CIRCUITS, SHALL BE #12 AWG SOLID, GREEN INSULATED. RUN CONTINUOUS FROM ISOLATED GROUND RECEPTACLES THROUGH. LOCAL PANEL(s) TO BUILDING MAIN ELECTRIC SERVICE GROUND. GROUNDING TO LOCAL PANEL(S) IS NOT PERMITTED. TAPED SPLIT -BOLT SOLDERLESS CONNECTORS SHALL BE USED TO INSURE CONTINUOUS ISOLATED GROUND, WIRENUTS NOT PERMITTED. VERIFY EXACT LOCATION AND CONDITIONS WITH CASHWRAP INSTALLER ATE SITE. O 4 3/4" EMPTY CONDUIT TO TELEPHONE TERMINAL PANEL. PROVIDE DUPLEX RECEPTACLE DIRECTLY ABOVE STOREFRONT WINDOW PER N.E.0 ARTICLE 210 -62. 0 WNER COORDINATE ROUTING OF CONDUIT, FLOOR N T, CUTTING WAND PATCHING FLO R WITH PATCH TO MATCH EXISTING FLOOR. PROVIDE PULL STRING'. IN CONDUIT PROVIDE CONNECTION TO CASEWORK LIGHTING. VERIFY EXACT REQUIREMENTS IN FIELD; O EXISTING SMOKE EXHAUST' FAN'. MAINTAIN CIRCUITING ' L- L -41 , 208 VOLT, SItJGLE ',PHASE 3D KW.ELECTRIC' WATER HEATER BY OTHERS. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL NEC DISCONNECT SWITCH. ID PROVIDE IN ;FLOOR'.' JUNCTION BOX!. FOR CONNECTION OF SECURITY SYSTEM. SECURITY SYSTEM TO BE SENSORMATIC IN FLOOR VERIFY ALL REQUIREMENTS. PERTAINING TO TRENCHING AND LOCATION WITH SECURITY. SYSTEM SUPPLIER PRIOR TO . INSTALLATION. ELECTRICAL CONTRACTOR TO PULL I POWER TO FLOOR. BOX. FINAL 'CONNECTION BY OTHERS. 11 PROVIDE DUPLEX RECEPTACLE IN CEILING SPACE AND FLOOR JUNCTION BOX TO. BE RECESSED INTO FLOOR FOR CONNECTION OF SECURITY SYSTEM. SECURITY SYSTEM TO BE SENSORMATIC. PEDESTAL "ULTRA. POSY'. VERIFY ALL REQUIREMENTS PERTAINING TO TRENCHING AND LOCATION WITH SECURITY SYSTEM SUPPLIER PRIOR TO INSTALLATION. ELECTRICAL. CONTRACTOR TO PULL POWER TO FLOOR BOX. FINAL CONNECTION BY. OTHERS. 12 ELECTRICAL CONTRACTOR TO FIELD WIRE (9) LAMPS ON FACE OF CASHWRAPS AS WELL AS LIGHTED DISPLAY CASES AND POWER FOR MISC. ELECTRONIC DEUCE. SEE SHEET A -4. 13 JUNCTION BOX FOR CONNECTION OF R/A AND S /A DUCT SMOKE DETECTORS, SMOKE DETECTORS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, CONNECTED BY ELECTRICAL CONTRACTOR. EXISTING' 208 VOLT, 3PH HEAT PUMP (HP -1), ELECTRICAL CONTRACTOR TO (VERIFY EXISTING CONDITIONS, MAINTAIN EXISTING CIRCUITING, ' E.C.I SHALL PROVIDE1 AND INSTALL A COMPLETE SERVICE DOOR BUZZER. SYSTEM TO RING IN',STOCKROOM. '24U PUSHBUTTON EDWARDS #620.. WEATHERPROOF WITH( STAINLESS STEEL COVER,' NO 147 ENGRAVED "SERVICE BELL' MOD. AT 54" AFF. 1 SERVICE', BUZZER IS EDWARDS 24V I NO.. 1'.15: -.165 WITH #592 SIGNAL TRANSFORMER. I 0 .SERVICE DOOR CALL BUZZER MOUNTED' IN. CEILING III NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2305 Dunham Associate Consulting Engineers 8200 Normandale Blvd., #500 Minneapolis, MN 55437 -1075 Tel: 952 -820 -1400 Far 952.820 2760 0 -3 J 00 Q co CO CO ix W W U U 1— °— 0 0� fn N') Scale 114 = 1 - 0 " Designed C N Drawn C N Dote 05/11100 Job eber,OO73001 Sheet Number - - LIGHT TRACK, PENDANT MTD JUNO, FO.I.C. LINE VOLTAGE TRACK SYSTEM LINEAR I184 Fr BLACK III-1" ®■Is p D TRACK LIGHT JUNO, FOIL. JUNO V689 75W PAR 30 75 138 BLACK 10' -7" F. 8 LONG STEM', MONOPOINT; MR 16I ALFA. F,O.I.C. ALFA 9973€:-75 75 j ME TAIC LL IB' -B' ® FLUORESCENT DOKN �.0 �e IN SUSPENDED JUNG, FO.IC UUN0 CV8- 126/32E 237CWH 32 1 ,. 16 1 F F. REFLECTOR 'i 11,' -3 1 1 p., O ( PENDANT SOCKET ' !ROTC. I. SOCKET ON EXTENSION CORD (W/VA RIEO CLEAR A LAMPS F.OIC.) 25 '.I 120 WHITE p I'. l II VARIES; BETWEEN S' -0 ", & 9' fir I..� G (to WALL MOUNT SOCKET F.O.I.0 PAR 100028 PORCELAIN. SOCKET ON SURFACE MTD J -BOX W /8° IA CI RCAIUMEFLUOR'_ LAMP) I 1 22 ':'. 3 W LAIN(. I HITE PORCE � ' 6 a" U.N.O. ON ELEVATION � � , E � EXIT LIGHT' T': ' CRESCENT, FO.I.0 ' CRESCENT CSRW32E,: RED '� - 3 WHITE 1 9' -O ° , U.N.O. E EXIT LIGHT 1 CRESCENT, FSI.0 CRESCENT CSGW32E,: GREEN 0 WHITE 9' -0 ", U.N.O. J tf WALL MOUNT SOCKET FO.I.C' LEV 9875 PORCELAIN SOCKET ON SURFACE MTD J -BOX (W /SILVERBALL CLEAR A -LAMP 30W) 1 1 32 WHITE PORCELAIN PER ELEVATIONS I H METAL HALIDE DOWNUGHT, CHAIN SUSPENDED JUNO, FO.LC. JUNO M8 -50 88DOC- WH /HO26 56 , 32 1 , I FACTORY FINISH 11 O - N . MONITOR AND BRACKET F.0I C '. N BRACKET MOUNTED, TO UNISTAUT 2 MOUNT JUST BELOW 1 CEIUNG GRID L 1 STEREO SPEAKER 'fU I.C. 8 CHAIN MTD FROM GRID' ' '.. (4 110'0" 1 AFF B : 1. 48" SURFACE MTD FLUORESCENT FIXTURE ',CRESCENT, F.O.I.C. CRESCENT SCF 240ASSOCT 58 ' 3 FACTORY FINISH SURFACE: MOD. ®t8' -0' AFF 81 48" SURFACE MTD FLUORESCENT FIXTURE CRESCENT, F.O.I.C: CRESCENT SCF 240ASSOCT 58 2 FACTORY FINISH CHAIN SUSPENDED FROM I STRUCTURE 1® 11' -0" A E.F. X O EMERGENCY LIGHT CRESCENT, F.O.I.C. CRESCENT CELW2E - 4 STD 11' -0' A.F.F. L O FAN /LIGHT COMBINATION GROAN, F.O.I.C. AROAN # 162, COORDINATE WITH EXHAUST DUCT AND DUCT TO OUTSIDE 1 STANDARD 8' -0" A.F.F. M1 L -40 ELECTRICAL NOTES LIGHT FIXTURE ON NIGHT LIGHTING CIRCUIT. E L 27 L - 23 TY PE D >TT PICAL OF 33 L -23,❑ Ulf) L -16 V o V V Q V, TYPICAL OF 6 L - LIGHTING 1 /41' -: 11 -0" H L -8 D z YPE D T OF 1'3 PROVIDE'. 3- BOX'.' FCR ' CONNECTION. TO SIGN LIGHTING' I Expo. s9116(110 BIDSET 05I2I00 11 PPEA'MRSET 05J12AO i.. s O 12A Number Date By Description of Reviel,'wls GENERAL NOTES A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. CIRCUIT IDENTIFICATION LIGHT FIXTURE TYPE PANEL & CIRCUIT NUMBER SWITCH CONTROL PROVIDE EMERGENCY L IGHTING WITH SELF CONTAINED AUXILIARY BATTERY POWER PACK. PROVIDE (1) 4 -PLEX RECEPTACLE, MOUNTED AT 12' -0" A.F.F., FOR PLUG AND CORD CONNECTION OF (3 OR 4) LIGHT FIXTURES, TYPICAL, WHERE INDICATED ON PLAN. MAXIMUM OF (5) RECEPTACLES SHALL BE CONNECTED TO (1) 20/1 CIRCUIT BREAKER (USE CIRCUITS L - 9,10,71,12,13,14,15.17). VERIFY EXACT 'QUANTITY AND LOCATION OF RECEPTACLES, IN FIELD. TV' MONITOR BRACKETS SUPPLIED BY OWNER INSTALLED BY ELECTRICAL COTTA CTOR. U'JI STRUT'SUPPORT FOR BRACKETS SUPPLIED AND INSTALLED P Br' ELECTRICAL 1 I B ' ELEC RIC L CONTRACTOR '' 1 I ELECTRICAL CONTRACTOR TO FURNISH AMA INSTALL ALL WIRING FOR TV MONITOR TO EQUIPMENT AT CASHWRAP. CONFIRM REQUIREMENTS': WITH OWNER. ELECTRICAL CONTRACTOR SHALL INSTALL STEREO SPEAKERS FURNISHED BY OWNER, AND SHALL FURNISH AND INSTALL ALL WIRING FOR STEREO SPEAKERS TO EQUIPMENT AT CASHWRAP. CONFIRM REQUIREMENTS WITH OWNER. SEE DETAIL SHEET' E -3. LOCATION OF LIGHT FIXTURES IN THE WALL DISPLAY CASE. (THIRTY -TWO (32) PORCELAIN SOCKETS) COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. TYPE D LIGHT FIXTURE SCHEDULE SYMBOL /FIXTURE -1 I a I $_J. N 0 0 0 0 0 0 0 0 0 0 0 O I 0 0 0 M 0 0 MFR L 3 L -8 ❑ C -0 "4 L -6. L - 34 SPECrC 11 ALL CAN LIGHTING TO BE SUSPENDED FROM STRUCTURE AT 1 1 3 A.F.F.: PENDANT SOCKETS WILL BE SUSPENDED( BELOW CEILING .GRID T AT RANDOM 1 HEIGHTS NOT LESS THAN 8 6 A F F CEILING MOUNTED GALVA 4, -PLED ll AND J.� BOX MOUNTED ON RIGID 1 CONDUIT AT 12' -0" AFF 1 ALL I CONDUIT TO BE ADDITIONALLY SUP PORTED' TO COMPLY WITH 1996 N:E.IC.': SECTION 370 ' CENTER EXIT LIGHTS ONI THEIR CORRESPONDING DOORS I1 ALL DOWNLIGHTS TO BE CENTERED OVER' OPENINGS IN WIRE :LNG. CRIDI. V 9 V L -8 D V V H L -8 ❑ WATTAGE I QUANTITY FNISH H L -8 ❑ L3 L L-3 ) 2 �L -27 Ate) V V V V V H L- -8❑ HEIGHT AF.F:' TYPE 3 TYPICAL D OF C L - 6ci) . A_CS) L -1 ( k, O O -0 0 NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) ',223 -5555 Fax (206) 621 -2305 Dunham Associates Consulting Engineers 8200 NormanJale Ol d., k500 Minneapolis, MN 55437 -1075 Tel 952- 820 -1400 Far 952 - 820 -2760 PLAN er r sheet TiVe'LIGHTING J J 00 _J N Lb 00 W CTS LrJ'�Z'Q U CH (n. I E. I ELECTRICAL CONTRACTOR SHALL 1 FURNISH AND INSTALL PRE' - GALVANIZED 1 UNISTRUT CHANNELS AND CONNECTORS AS REQUIRED FOR ALL HINGING LIGHT (FIXTURES. 1 1 1 1 P VERIFY, EXI EXIT LI T S ARE WITH B ATTERY BACK -UP. PROVIDE NEW 'EXIT'LIGHT WITH BATTERY IF'!EXISTING DOES NOT HAVE'BATTERS I BACK -UP. 1,1 I 1 1 G. REUSE EXIST NG 1 B1 _ , AREA FIXTURES, EX T AND ( EMERGENCY ',FIXTURES WHERE' .POSSIBLE. IF NOT POSSIBLE TO. REUSE, CONTRACTOR TOI PROVIDE NEW FIXTURES OF EQUIVALENT FUNCTION AND QUALITY.' eat Number scale 1/4 1' -0 Designed CN DrawnCN Date 05/11/00 I Checked NM 1 By Job Namber40073009 RECEIVED CITY OF TUKWILA NAY 1 R' i PERMIreFNThp Panel: L EX 51_1') Voltage: 120 2U$v, 3Ph, 4 1. THE "GENERAL CONDRIONS OF STANDARD FORM B THE AMERICAN 2, T HE TERMS " CONTRACTOP." OR DOCUMENTS SHALLAREFER TO 3. THE CONTRACTOR SHALL FURNISH'AND ftFASONABLV NECESSARY FOR 4. ALL WORK AND MATERIALS SHALLo I COUE AND qND LOCAL 5 THE CONN THER NTRACTOR SEWITH HALL TAKE 6. BIDDERS SHALL VISIT THE SITE THE WORK. 7. THE CONTRACTOR IS REFEREED AND SPECIFICATIONS ANDTO ARE CONTRACT DOCUMENTS 8. DRAWINGS ARE DIAGRAMMATIC 9, UNLESS OTHERWISE NOTED, 10. CONTRACTOR SHALL SUBMIT 11. T DUR HIS ING CONT SHIPMEN R RACTO A R IA ST TALLAOUCH T OR (IN 12. THE ELECTRICAL INSTALLATION ACCEPTANCE BY THE OWNER. 13. THE CONTRACTOR SHALL BE JOB IS LOCATED. 14. THE ENTIRE INSTgLLAi10N SHALL 15. NO INTERRUPTION OF .BUILDING WITHOUT APPROVAL OF THE 16. ELECTRICAL WORK SHALL ONSTRUCTION. SHOULD EL THE OTHER E OWN CTORS, SUCH COST TO THE OWNER. 17 . THE. CTRACTOR : DO ALL WQRK, 1 fir A u WITH TO NEW MATERIALS PATCHED ON SURFACE TO MATCH 18. GROUND POWER ING SHALL TO THE COMPLY BUILDI SER 19.. AT IS WO THE RK COMPANLETDON OF THOR THE OUGH H SHALL 20. ALL WORK SHALL BE GUARANTEED STATUTORY LIMIT:. IFGREATER 21.. ALL ITEMS OF ELECTRICAL EQUIPMENT: SHALL D,. WATER H BE (IDENEATTIFIED S WETC ITH ENGRAVED 22. NOMINAL MOUNTING HEIGHT S ALL!OCCUR WITHIN A BRIC WI L SHAL B CU Panel: No. Am Note P (EXISTING) Description Ph A - - L VA Voltage: Code C VA : 120 2084, Code H VA 3Ph, 4 Code M VA - 3 360 333VP Code L VA (:ode K !Code U VA ' VA ! 1 Note Des�crip�ion I' Ph o•e VA o•Code VA VA VA VA Ir NG : .TRACK LIS. • TRACK LIGHTS irjr, ' � t � ...-- _ HP - 1 TRACK LIGHTS - I: !RACK LICHI A I I L 7 - -- 1 • -- -SMDRE OSTFAA 372 ! • SUSPENUEU LI GHT SPEFDEO LIGHTS - A _ - -- _ _ _ _ --_ - -- - 37E 73 I 15 [V I - + SPARE SPARE A B - F 15 t 20 207 22 2 Ii SUSPENDED UGHTS VUSPENDED HS + 1- i� 77 '2 15 <r 23 i 20 SPANS -.. r SPACE C 7+ - 1 - SUSPENDED UGH IS OWN-LIMITS 910 TT - - - - -- - SPACE -.. _- SPAC - E- 2 2 / 66WNVVTS A li •:r NMI, 2/ 2G A A/T it SPACE A 2a b r j T TO EXIT MERGENC? UAHTS T -- -+ 4 - EP VeLE a V ..... - j • �'���' �< Km 1 A CASEWORK - WI REGISTER - - ' r � .. - -56b - .. -1 -- - -- - SPA E -SPACE B - i -_ _ .. L - -..._. __- ._ 0 1 X800 I STOCKROOM SIGN fs ZSi ,-- 6 - � C - 4800 •� NM IAi Q i� o my a_ 'Al r C{' �•�I EjrJ DOWNO1115 ITr• I - --SUSPEND-ED-TIGHTS SUSPENDED IS A ,lii,g 324 10 '.� 'fir(. 1 20/1 10 1 20 1 -- - SPARE - SPARE f �l - B - - C - C -4-- - A ci 12 r F 14 0 1 SPARE 5 AR i_ SPARE 0 LI0TS P4CK A - E A 4 350 7350 366 _ 16 r 1 t" 1 1 LU ES I 22 , - SPARE SPARE - B -C- -� ----A-1. - B - - -- t .__. . .. -.... + 1 TRACK LIGHTS �VAEE4OVNTE0 5GHIS SPACE - SPACE - SECURVV ECLOCK S B : r - - 24 1 26 I SPACE - SPACE - -C - - A - , t 2; 31 3E -36 8 4 Al KM 21 will .7.... :Q® 2T SPARE "ATER HEATE(� B 1 1556 T 28 - 30 - ' - SPACE - SPACE - e -I. L -' --- 882L • • PHONE ASARD 'I I 'I' I• . ,.. J �r • ' .I7 - Iwo - - 32 - 34 I SPACE � - A S PA C E }_: r j l _. . _ �- C : SP A r - T CAR C4 .114HTS ..T. •7• ' • ,� =Mini I7 4U I .. 42 I SPACE 'SPACE -:0.- C- Through Feed Lug Connection Main 1 Breaker NONE NbF•(E 1113111MIEM A $/5b 1 1160 !V I V ®® {: V V I V :, I Through Feed Lug Connection Mam KLINE NONE A I- 13 0 V 84/2 1 0 I I 0 1 0 11 ! ! 1 1 1 NONE 1150/ I- C A 0 ! NONE III 150/3 Breaker 1 : : : . 11 - 1 ! 1I --' I + B -1 T C r 11 I 1 I. • 1 r 1 0 : • . 8472: 1 0 r 1 VI d 0 11 1 0 1 I _ i 1 III: -- 1 I III, I I �$ t�'E''•S • Irl gammin 14 I I tilt m I ®I 3 1 I nil 1 1 0vercurrent Uevlce i'� Notes:! 1 Conn KVA phase loads 1 Conn NIa o.e • r o.e II o. ode 17 Bode total A AI :- I :: B 1 I - C : ST MI ! :. Ivercurren Ievrce 1 0 es:11 I' Conn, KVA1.hase �r�. ®�w�� ". loads I ®���� I I ttD��ml T.4 2 - 13 II 1 �' 11 Dmd 1 I I (Bus : Inq KVA (loads I 1 : :us o•e m. "• oA'$ 11 ! II 4 - 5 - 1 1 ',... - I r T - I _i C Convenience'Rece�Tac� - (TAY A/) - R1.- Recre tatted (Non Conve M - Motors: Largest Mfr VA - ( 0 - Sect( sic' Heat ! ' : 11112911 o.e onvenlence ece ac es nlenc � f![ra'J) o. e. ec e• a on n vee Ponelboard Notes: 1 - PROVIDE LUCK -ON DEVICE I. 3A : 4.2 3.O I I 4I t ?;•ore KV o•e. M Mo ors' Lames r V 1 = I Ggde:'E', 1 Bectnc Heat Heat o.e ' 'aches Ego. Dmd!= 100% o.e:I Iwe m. I Emir • ere ! Panelboar4 Notes I i, P VIDE LOCK -.08 DEVICE 1 0 .0 2 T S I I T I' I I 4 o•e Klchen E IFina �', tO7P/ ode DI - Dwellm g n ts (Hotel o TROoms - 0.0 T.T. III o at - RYA.' S•areKVA ' Spare VS d us ed 404 Ieman3+ S are. KVA •* us ps ems - V - + ..re "• 4 oa ,.•T. t :. I Spare= 01. ' C - �i ,60A nhn• s_ . 'm N sting, •pus e• A Leman• +, 'Al e KVA A Iemand + are A SURFACE - t0 000 I Nounting Amps PVC Rating - 2 .Rating oft uB s •one'., m• Rahn' He lame: Ai• ase s remain :+ tare!. r .jam/ I • . 'ra ec la 225 1S0 Amp. Rating of Bus ■ : Panel': Amp Hahnq j. I I e 'am •iq 'hose Am Demand l +l are 'r 171VC Pro ect um .I •IA ec amel: hse: ' I 1 : : :208 : RAG J Phase to Phase 7E 11 •, 'i'. GENERAL ELECTRICAL SPECIFICATIONS 1. THE "GENERAL CONDRIONS OF STANDARD FORM B THE AMERICAN 2, T HE TERMS " CONTRACTOP." OR DOCUMENTS SHALLAREFER TO 3. THE CONTRACTOR SHALL FURNISH'AND ftFASONABLV NECESSARY FOR 4. ALL WORK AND MATERIALS SHALLo I COUE AND qND LOCAL 5 THE CONN THER NTRACTOR SEWITH HALL TAKE 6. BIDDERS SHALL VISIT THE SITE THE WORK. 7. THE CONTRACTOR IS REFEREED AND SPECIFICATIONS ANDTO ARE CONTRACT DOCUMENTS 8. DRAWINGS ARE DIAGRAMMATIC 9, UNLESS OTHERWISE NOTED, 10. CONTRACTOR SHALL SUBMIT 11. T DUR HIS ING CONT SHIPMEN R RACTO A R IA ST TALLAOUCH T OR (IN 12. THE ELECTRICAL INSTALLATION ACCEPTANCE BY THE OWNER. 13. THE CONTRACTOR SHALL BE JOB IS LOCATED. 14. THE ENTIRE INSTgLLAi10N SHALL 15. NO INTERRUPTION OF .BUILDING WITHOUT APPROVAL OF THE 16. ELECTRICAL WORK SHALL ONSTRUCTION. SHOULD EL THE OTHER E OWN CTORS, SUCH COST TO THE OWNER. 17 . THE. CTRACTOR : DO ALL WQRK, 1 fir A u WITH TO NEW MATERIALS PATCHED ON SURFACE TO MATCH 18. GROUND POWER ING SHALL TO THE COMPLY BUILDI SER 19.. AT IS WO THE RK COMPANLETDON OF THOR THE OUGH H SHALL 20. ALL WORK SHALL BE GUARANTEED STATUTORY LIMIT:. IFGREATER 21.. ALL ITEMS OF ELECTRICAL EQUIPMENT: SHALL D,. WATER H BE (IDENEATTIFIED S WETC ITH ENGRAVED 22. NOMINAL MOUNTING HEIGHT S ALL!OCCUR WITHIN A BRIC WI L SHAL B CU TH CONTRACY C URRENT EDmON, PUBLISHED I INSTITUTE OARCHITECTS SF la PART OF THIS "ELECTRICAL CONIR:.CTOR" USED IN THESE CONSTRUCTION TH RAGS ELECTRICAL CONTRACTOR. INSTALL ALL MINOR ITEMS WHICH ARE: OBVIOUSLY COMPLETION : BE IN FULL ACCORDANCE WRH THE CURRENT NATIONAL ( CODES T APPL' ( I I I OUT PERMITS, PROCURE ' CERTIFlC TES AND PAY ALL : AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS HE ARCHITECTURAL, STRCTURAL AND MECHANICAL THE TO LA LEASE gGREEM SUCH P LANS ANDISPECIFICgTIONB '. AND INTENDED TO SHOW APPROXIMATE LOCATIONS. ALL MATERIALS:. SHALL BE NEW, REQUEST FOR SUBSTITUTION IN WRITING TO THE. ENGINEER. THE FACTORY FIN OF EQUIPMENT' TION UP OR REFINISH ISH SHALL MEET THE APPROVAL OF THE ENGINEER BEFORE A LICENSED MASTER ELECTRICIAN OF THE STATE IN WHICH BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. FUNCTIONS OR ELECTRIC SERVICE SHALL BE PERMITTED OWNER. T INTERFERE WITHECLEARANCES REg FOR GENERAL WORK BE INSTALLED WHICH IMERFERES WITH WORK SHALL BE' CHANGED'. AT NO ADDITIONAL CUTTINGAND PATCHG. REQUIRED INSTALL ANY PORTION: OE THE H 1E IN I F i THF.,AS TO REMVED. REFINISH EXLSTING ADJACENT SURFACES. WITH NG. THE CODE AND REQUIREMENTS OF THE POWER COMPANY WORK. LY CLEAN AL THE CRACEQUIPMEFIT. TOR S REMOVE ALL RUBBISH FREE FROM : DEFECTS FORA PERIOD OF ONE YEAR FROM OpTE OF FINAL ACCEPTANCE. ASSOCIATED , WITH THE CONTROL PF: ELECTRICAL BAKELITE NAMEPLATES ( MORE SPECIFICALLY F DEVICES IN EXPOSE CONCRETE BLOCK TILE OR BRICK STRUCTURAL ( COU R SE, q MINIMUM AMOUNT OF BLOCK, 1 I , CONTRACT. ANO ELECTRICAL FEES SURROUNDING PLANS :. MARRED THE l ANMECHANICAL. THE D WORK OF CAUSED (OR APPARATUS BU A H WALLS', TILE OR OF. THIS BY I : 23. ALL SPECIFIED 24. WIRING OF 25. ALL ALUINU 26 ALL 27. NO IN ALL 28. A, 29. FLEXIBLE FIXTURES 30 ALL 31 FUSES: 32. PROVIDE SHOPPING 33. PROVIDE LAMINATED 34. CON TA RA LLIN TO G INS 35. THE THE LOAD 36 ALL A.I.0 POINT 37 CIRCUIT 38, PROVIDE EMERGENCY 39. SWITCHES TO SINGLE 40. TYPE�5362 1 TIME I CgSE 41. TELEPHONE 42. THE ' ANY 43. THE I REUSING, ANY 44. ELECTRICAL FI %TURFS, i RgWINGS ELECTRICAL EQUIPMENT OTHERWISE. DEVICES SHALL OUTLET BOXES SHALL CONDUCTORS SHALL WIRE SHALL ELECTRICAL WIRING CONDUITS TO RUN EMPTY CONDUITS. CONDUITS 'THROUGH CONDUIT CAN AND EQUIPMENT. . L EQUIPMENT ELECTRICA SHALL BE BUSSMANN TYPEWRITTEN CENTER. ALL 'ELECTRICAL, PLASTIC NAMEPLATE TCR LIG SHA !A]V FIXTU CONTRACTOR ( ,SHALL PHASES OF THE SYSTEM BALANCING TO MALL PANELBOARDS AND 'RATING SHOWN ON : 'OF APPLICATION. : BREAKERS USED HAN E - BATTERY :, ( AND RECEPTACLES SPECIFY TYPE USED:' POLE SWITCHES WALL PLATES WITCHES S S OR EQUAL: HALL VERIFY OUTLETS SHALL CONTRACTOR SHALL DISCREPANCIES, CONTRACTOR SHALL EXISTING' PANEL80ARDS AND ALL DEFECTS CONTRACTOR RECEPTACLES, : RATING SHALL BE SPECIFICATION. MEET NEMA PERFORMANCE BE 4" TRADE BE COPPER::600V -THW, NOT BE PERMITTED. MUST BE IN CONDUIT IN OR BE SUPPORTED l 1 ROOF SHALL,PENETRATE I' IONLYI BE USED FOR AND CONDUIT EXPOSED LOYr -PFAk DUAL INDEX CARDS FOR ALL PANELS, DISCONNECT RESPONSIBLE EAR VERIFICATION RES BE RESPONSIBLE FOR ACCORDING TO OPERATIONS'. MANAGER. CIRCUIT BREAKERS SHALL DRAWINGS BUT, GREATER, ALL BREAKERS '( FOR LIGHT SWITCHING BREAKERS FOR CASH CIRCUITS IN AN "ON' POSIT ", SHALL BE HUBBELL SWITCHES SHALL BE :SHALL BE ({'122IV SHALL ,BE IVORY BARAGON' M]OO] SEES E P DME SEfiINGS WITH HAVE 3/4" EMPTY. FIELD VERIFY ALL CONDITIONS SUBMIT COMPLETE AND TRANSFORMER. IN SUCH EDUIPMENT SHALL MAINTAIN FIRE ETC. PENETRATES FIRE STANDARDS THHN, (NO ROMEX, BY I DUcTAGRK. ROOF SHORT FINAL . TO ELEMENT.'CWSS PANELS: SWITCHES ', PROPERLY NEC: OR I HAVE THAN BE BOLT SWILL GISTES, OR I TA `c , COLOR, RECEPTACLES COLORED RI OWNER GENERAL CONDUIT DOCUMENTATION AND, GUARANTEE RATING. RATED GRADE AND WE THWN, CR.XHHW, Bk ETC,, Iq I USING PROPER CONNECTIONS WEATHER KEY PANEL( AND TIME OF CEILING' *LANCING MALL REQUIREMENTS, AN A.I.C. THE I FAULT. -ON TYPE.: BE I UL LISTED MODEMS, SLATER WITH 20 SHALL UNLESS PURPOSE RUN TO AND SHALL TO THE TIE CONTRACTOR SUCH WHERE APPLICABLE STRUCTURE.: UL APPROVED, UNLESS -1 1965. MINIMUM SIZE f/12 MINIMUM IS PERMITTED).: S TATE PULL WIRE SHALL BE APPROVED FLASHING TO INTERIOR LIGHTING SHALL BE WEATHERPR RKi. DOOR LOCK 70 MASTER CLOCKS WITH: 1/Y CONSTRUCTION :. BEF ALL BRANCH. CIRCUITS AND PROVIDE RATNG NOT LESS THAN CURRENT. VALUE AT "SWITCHING DUTY EXIT' LIGHTS AND � ! HUBBELL NUMBERS AMP 120/277 VOLT A.0 BE IVORY COLOR 20 AMP NOTED OTHERWISE( A' INDOOR ] DV WITH : TELEPHONE TERMINAL. IMMEDIATELY NOTIFY LANDLORD FOR APPROVAL SHALL PROVIDE , EQUIPMENT AS', STATED WHEREVER REFER TO ARCHITECTURAL SIZE INSTALLED : KEY, FOR R RE AMONG A. REPORT THE'. THE BREAKERS", USED RATED: GROUNDING ENGINEER OF REPAIRS ABOVE, E, CONDUIT I I :. OF OF FOR V BID SEf : 05111/00 P9BiIT O51t7A0 LNIDl0BD 5Er ' I 05111100 sheet rite ELECTRICAL!, SCHEDULESI AND DETAILS RECEIVED CRY OPTLIKWILA AY 1S)iIII P0051 T CEN77•::i? �, AMPLIFIER AMPLIFIER SPEAKERS SPEAKERS A LEFT B LEFT SERIES PARALLEL WIRING FOR 8 SPEAKERS CONFIGURATION, DUPLICATE FOR RIGHT CHANNEL SPEA DIAGRAM E3 NO SCA SUSPEND FIXTURE FROM EXIST STRUCTURE N! /CHAINS AT 30' ANGLE FROM THE VERTICAL AT MIN_ (3) PER FIXTURE LIGHT FIXTURE SUSPENSION'' DETAIL E3 NO SCALE RIGID CONDUIT HANGER CABLES XreT 3816 INDIVIDUAL 4 -PLEA, J -BOX MOUNTED A.FF. WELDED WIRE MESH CEILING S 11' -0" AF .F . PENDANT SOCKET LIGHT FIXTURES SUSPENDED W VARYING HEIGHTS 8' - T0. 9' -6 A.F F. '... FIXTURES. TO BE PLUGGED INTO GALVANIZED 4 -PLEA 3 -4 FIXTURES PER 4 -PLEA. NOTE: GENERAL ASSEMBLY OF CORD AND SOCKET SET W /CABLE HOOK CLAMP AND HANGER, ALL COMPONENTS ARE UL. APPROVED. PENDANT SOCKET LIGHT DETAIL E3 l NO SCALE COMPACT FLUORESCENT FIXTURES SUSPENDED AT 11' -3" A.F.F. JUNCTION BOX MOUNTING BRACKET, FIELD!: VERIFY, EXACT LOCATION AND PER FIXTURE 1/2 '. GALVANIZED DIA THREADED ROD TO IJNISTRUT CHANNEL SPANNING BETWEEN EXISTING MALL STRUCTURE. UNISTRUT CHANNEL P1000 PREGALVANIZED FINISH BY E.C. LIGHT TRACK PER SCHEDULE $ 11-0" A.F.F. WE LDED WIRE MESH RIGID CONDUIT 1 1/4" X 1/2" FLAT CROSSBAR; WELDED TO ANGLE FRAME ANGLE FRAME AT DISPLAY WINDOW EDGE, BEYOND ATTACH J -BOX TO UNDERSIDE OF CROSSBAR. LONG STEM MONOPOINT. LIGHT FIXTURE (AT DISPLAY WINDOW) DETAIL AT STOREFRONT DISPLAY LIGHT NO SCALE NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fox (206) 621 -2305 Dunham Associates Consulting Engineers 8200 Normantlale Blvd, 5500 Minneapolis, MN 55437 -1075 Tel 952 -020 -1400 F.952-820 °or...Dates.com • STJ - I r:XIn.,Y /,*/