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Home My WebLink AboutPermit D98-0071 - SOUTHCENTER MALL - CATHY JEAN - TENANT IMPROVEMENT..„, $4! ilaffuellieWnerear • • .. , ;°0 • r4= • • , 4-•:••• • 4 • . • • it • • . • • • ,• • ••• THIS CERTIFI:CATE. PREMISES •• • • • ,p . • • • 4 City of Tukwila L ` Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: 262304 -9004 Address: 739 SOUTHCENTER MALL Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Print Name: ARET DEVPERM TUC 001 North: N/A IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 Sewer: N /A:::. :. Slopes : :.'N Contractor License No: .D.ICKICCO62M8 OCCUPANT OWNER Permit Center Authorized Signature. DEVELOPMENT PERMIT Fire East: S Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: CATHY 739 SOUTHCENTER MALL, TUKWIL'A WA 98188 SOUTHCENTER.JOINT VENTURE: 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT MARK LEON Phone: 310:,328 -6300 EXPRESS PERMITS, 1327 POST AV H, TORRANCE CO 90501 CONTRACTOR ,;:DICKINSON CAMERON CONST CO ; INC P hone 619 -.793 -9104 140 LOMAS SANTA FE DR, #200, SOLANA BEACH CA °92675.' .* * * * * ** k * * * * * * * ** *** sir * * * * * * * * * * * ** A ****************** * * * * * * * * *k *** * *** * * ** * * ** * * * * ** Permit Description: INTERIOR: TENANT IMPROVEMENTS- REMOVAL OF PARTITIONS, NEW LIGHTING, NEW' ,• STOREFRONT k* k********************************************** k****** * * * * * *•k * * * * * * * * * * * * * * * * * * * ** Construction Valuation:. ' $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.:Appr: Curb Cut /Access /Sidewalk /CSS N Fire Loop Hydrant: N Noc 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 En Sanitary Side Sewer: N No: Sewer Main Extension: 'N Private: Storm Drainage: N Street Use: N Water. Main Extension: N Private: N : Public: N k************************* * * * * * * * * * * *•k * * * * * * * * * ** * * * * * ** TOTAL DEVELOPMENT PERMIT FEES $ 804.34 k************************************** *********************k********************** (206) 431-3670 D98 -0071 ISSUED 03/30/1998 09/26/1998. STORE SPRINKLERED /AFA .0 N Date: 4 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 provisiol of any other state or local laws regulating construction or the performanc of work. I am authorized to sign for and obtain this development perm' . �? 2 �j' Signature: _„,,„� Date: 3 _30_ ` j r%j dtI -t e_ 6-1,--;ez. L.Ci 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. A`ddre X39 SOUTHCENTER MALL Permit . No ; D98-0071 Suite Tenant Status ISSUED • r,... ;e .' DEVPER Appl.i:ed:.:03/ /1996 Parc # 262304-9004 - Issued : • .03/30/ 1 *:f t * * * aYAi * *YM: * * * * *.* *kkyk ** f 04'.'k kk k•* k **- 4***' k:* kk****- k• k** 'k'k * *:k*** * *'kk * * ** * * * * Permit•; ,, :1 , No changes will; bey nude to t.tle pg.a is unless approved • by the Arc or Engineer arnd„,t'hYe Tu w a Bu 4 ,„ong D1.v1sion , Elec cal: per mits sh rl, � be obta' through �;the,,.Wash1ngton State. D.i.v.isian. .:of : aI1,4. cor' ° a nd:.Ind u:s. r1es 'an a l'1`� lec t ri cal e },'"Sr (2 6630) : ,. •i,. . All • mech l o �� ; sh.a l be uncle separate,. permit " °i's�u :. . .the l..i ty o ✓ TT uI i lia l : At, :, ed • A1;1 p r n , re,cor cis, and a pprc.tred, p sh l b by e av a1 lahle , � th p h s it e p rior : to the sta i.of any , ,r structiart,A Th 'doc ° to��b'e 'maintaine and a 1 ...° able un .fi til n al inspection `a } prove:if. I s • granted -, Al:l co uct:i`on td be, "t da ° :ie xkrn conformance with ` a pp roved pl ansa � ! + d req �1 reimient. ,ot' t h e Unif Bui 1ding Code (1`994 2 1 tEdi n� ) assx,,amended, i`Un i'form•- , ,Mechar ic _Code (1994 Edi�ti`on), 4 , •: and Wash i�ngt ' '(ate E,ner.,gy;T Cade k (,1994 Edition) ,{ ' , i # aVal id it Hof. Permit Three, iss,uance�`of<w a ' r , �' y pet`m�i:tM �;or app( a�el�at : 3,� pi..ans s ec�xif90a and compu ha at d, be c f4: 4 ' str u i• • to ,,,b� { e t a e f:o:r ar a ny approval of ,°:�an v io,l,a • off` aiy : .parovi.$rons1 of , building cad.e or' of any ' ,„,, „3 • a..th �r dlnan af: th e.. � rris N ►? permit presuming to ',gi author t o ,v Iola t:e arf' c jtha l pr OVi,s `ens'' of .;, t i s code hall b �e� valid:, xr . r . r � ,., ;r There hall,, +be no occupancy of the b u11.4i•ng($)., u the final ' 'Anas been completed by'` the Tukwila Dui,ld,in,g MSS AND' SPACES • .OF NEWp Th 1'HE. UNIFORM' • :!:r,: VENTILATION `•°A ND,: ;:tt " ° : . it 4 Project Name/Tenant: Value of Construction: Site Address : - City State /Zip: 7 433' Cl - Tu.ku. o, (Oct. Ta a �'I [3w'4-1,.eRmf -er 9 ?iio Property Owner: ' T o . . . co b Rau e r . A �5oL , Phone: ' aZ 16 - lc 9 a- -- c7,3 4 7 Street Address: City State /Zip: 0-5 4 �s Cev f , Lr R; Q.. #. # ( t ii 4 i Fax #: i ,1IGIx Contractor: Du•i- •f b' . Phone: Street Address: City State /Zip: Fax #: Architect . • . K �.IJue4 ` 3c... - 4 - 5 Phone: Pe - 771 -4a�9... Street Address: City State /Zip: OA 5 ri &di R1, ev il eaivyNi , 94;67 Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ,AA I fiIar Le..0Ai r �c� LE 1 ?t n •t6 Phone: 3/0 3 •- C.3(5`3 / -W) - v1-3I - /-518 Street Address: City State /Zip: l3).:7 PA54 A'i'd. 5w t i To rrrnic Qa, 'Jagoi Fax #: 3j0-- 3;1C — 0 - 33 (3 Description of work to be done: Co ,, mer ic j i ini° 1„/ e 07 -eA-1 f` ) f1Lter t/o1 1 0Ail-t/'i e Cti? c* R' DC.tG4 / N y Existing use: Retail 171 Restaurant ❑ Multi- family CI Warehouse ❑Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: 9 Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /Universi r7:1 Other Will there be a change of use? CI yes t,� no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: 0 sprinklers 71 automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) 1 ) t as Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes t1 no X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUI 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. CTPERM1T.DOC 1/29/97 APPLICANT, REQUEST- FOR PUBLIC.WORKS: SITE /CIVIL PLAN: REVIEW'.OF 'THE FOLLOWIN (Additional reviews may be determined a by the.Public Works Department) ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main ❑ Land Altering El Sanitary Side Sewer #: ❑ Storm Drainage El Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous to vault) #: 0 Cut El Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling Size(s): cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public El Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Ap pl Mn by: (initials) I PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: ;;-� r l/et;4tII te�v _ e t a Fx�^ ss / pixem�4s Date: 34 � f 9 �5' Print na mo:n/ c;.N� �y�Dye/ - c %/UT' I Phono3 /G- �� -(o3da I Fax #: y/c) , -3c � $ ° u33G Jp Address /3 s. , City /State /Zi 9650/ ALL COMMERCIAUMULTI -FA(OY TENANT IMPROVEMENT /AL TION PERMIT APPLICATIONS MUS► BE SUBMITTED WITH THE FOLLc ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ► Q M tro: pon- Residential. Sewer Use Certification if there is a change in the amount of plumbing fixtures • (corm 19»43).4 ?i s (pes, Declaration required (Form H -10). J. r Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ d Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERM1T.DOC 1/29/97 ". , kl$t • _ ' 'F 16 14 ••4•'A •k st• 4:4 * •k k. s4 Ii t 4 * •k k t • TRAi'1Si'i]:T k* **k;A'k s4 kk.tik'•t•** #•k'k***kk• * Ask:, 1•*# a4"• k• k*" * htit}*•rst : A* *:4 *4h * #�! Alit # #k.k TRC�NSM "T1 Pl imb er`: 897.00735 Amourit`e° 439 25 0/9 11 .31 • • P: yme'n.t "Method ..CI4EC (; = Nota;Fian: p:XCK.. 1NSOi4 ,CAMERO Init: BLH :: rm:i`t too i39. OU "71 t: Pe ypeDEVPER.M:. DEVELOPMENT. PERMIT "... Para e..l i�d`: 26230.4= ,900.4: e i :. 739 SOUTHCENTEI i4A1. "L :Total . Feed: 804.34 .This Payment 48 9.'2 Tote ] ALL Pints: 804.34 Pal ance: .00. ; * *4Afis4A*4*A A** A* rA4k* ' •k•ksi1\ AA•h•A• :*+ •�• •k kA.A**A4**$4A* *•A'** *•kA A s4 .i1**d *•k ,.•k' Aceount.',Code Descri pt ion Amount 000/3 ..'x.100 Eil�] 1:p7:i�G . NCi1RE� 484:15.:. 000/386.904 STATE .RU.I4pIH SURCHARGE, 4'. SD Project: i Type of inspec • n: Address: ' S. C, VYt.- Date called: S Special instructions:. l ay-- 6 (.A-z1) .bec ae1/4 Date wanted: / S�7 /q p.m: Requester: Phone No.: INSPECTION RECORD 1 Retain a. copy with per + INS' • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ►7J Approved per applicable codes. I Receipt No.: • PERMIT NO: • (206) 431 -3670 Corrections required prior to approval. I Inspector: Date: $42. ' ; • EINSPECTION E REOE I�Prior to inspection, fee must ins be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.:,' Date: Project: j .. '' , of i ection: j Addre s: n N Date'dalled: 30-1 ( 5 Specia instructions: Date wanted: & . cif Requester :� . v`.' �.1 -er. 4 4 '4 .4.; �L •. .t:'I: t �:.i•, ..j• 4.•‘, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: �-. t� N►1't►' Z) cAPLE • t r9Fat :A-► 00 e(..1/4‹ G , 6s .Sv.f �-- o i4 6,4* to t� t; c� C,r� • . . Ct ►m `^. OWL- st ' lij, ti S 5t P.-of4 s' l ki : P Inspector: Date : / q ' $42.00 REINSPECTION FEE REQUIRED. Prior.to Inspection, fee must be paid at 6300 Southcenter. Blvd., Suite 1 p Call to schedule reinspection, Receipt No.: INSPECTION RECORD Retain a copy with permi (206) 431 -3670 [ ] Corrections required prior to appro Date: Project: /1 �� Type of inspection: Address: 7, 9 Co e called: q 1.18 Special instructions: Date wanted: di 2 go l 05, " /6 ICED p.m. Requester: •$ Phone No.: (3 (4Q--733q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 INSPECTION RECORD Retain a copy with perm, (206) 431 -3670 Approved per applicable codes. I Corrections required prior to approval, COMMENTS: Inspector: Date: i f 7 4 ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiorl. Receipt No.: Date: INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Pro' t : T e of i s c to g r e ls s: © r ate called: q--4._ 79 pecial instructions: .y Date wanted: T , a.m Reques Approved per applicable codes. COMMENTS: Inspector: INSPECTION" RECORD Retain a copy with per►n“8 - 007 PERMIT NO. Corrections required prior to approval. $42.06 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule relnspection. Receipt No.: Date: INSPECTION RECORD Retake copy with perm ii> g -WI 1 INSPECTION NO. PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION o c l 1/4 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Special nstructions: Date called: Date wanted: C:20 a.m. Type of s ' e io ` `r_ Regya •V'�e-tei Ph o.• 7 �T COMMENTS: Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: j: J14 � a u %:t``..a�� i:7' "4, �sir•f�p City of Tidcwi Fire Department John W. Rants, Mayor Thomas P. Keefe, The Chief Permit No. V1 Needs shift inspection ' SC Approved without correction notice Approved with correction notice issued Sprinklers: S Fire Alarm: 1110s"v�l..,tAorh 15 Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Retain current inspection schedule 510 .5*(6 Date T.F.D. Form F.P. 85•x' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 '1 MAR -25 -1998 20 37, EXPRESS PERMITS 310 328 0336 EX Pk E SS LOS ANGELIS, CA 1327 POST AVE - SUITE H - TORRANCE, CA 90501 WASHINGTON, D.C. CHICAGO, n. TEL: (310) 328 -6300 - FAX: (310) 328 -0336 MIAMI, PL RE: heLki - 3:eA — hlack t 1& a \o l `7qp ' ccri1 THE FOLLOWING ARE: 3 -2- Pcm'S FAXMITTAL DATE:; 3 / 7 42/9 q a TO: FAX: i516 114 ?Ita tP rer 0 A PLEASE CALL IFYOU HAVE ANY QUESTIONS OR COMMENTS \GknY . EXPRESS PERM /TS P.01/03 RECEIVED CITY OF TUKWIIA MAR 2 61998 PERMIT CENTER MAR-25 -1998 05 :17 MAR -25 -1998 20:37 EXPRESS PERMITS GEVORK .6Evoali CONSULTING I (714) 680.1579 OGRESS PERMITS Oak No Amur 000— at *slim. Deng MO__ • N Sa.), BlablinanalONMEIN DATZ Wok 24,191S PROM= NAM: Cooky kss mos istotyvismst Solldh CIa3r APPLICATIONS* D90.0071 PLAN IIULVIBIPM Kos Niter Pim Ik ai s (206) 4314670 310 328 0336 P.02/03 a. 3/ .a: a ran op J M 320 328 0136 P. ',batted Imp Cords oompii_ff fora received on Ash 23, 19N ohm toots isosodoliesi ttith O ism 14 It 610 *pars s aumkr of foetus. sho t on 14 as not shows on ti to rpr Coda lone. 9lsw plan► to Mum tit.00mis oR lbna and/or paid. mbtrdotomwiosto bor ossosta ~Ms PER kicr inn✓c.:- sc/Me?fRy OW. maL 9 1 5 -1, tiewO FvoTNd rF,Sr FAR rA8L4 15-- Fe0T74/6 TLS 4'#4) r Ft X TW E r x'$ Cat l MOUn/j_ A De V.S 7',81 rt/i /4- S TI-// �1AL ©Gc 6✓N ►Cs� r$ E-x e'PT C Pz ftsE Ste FvonverE Ft X Type tfr 2 z s 01 $PLA y FRCNfmvri Se Pivot-by) i m t CH Pete • #1 O z 5 EX FM PT r✓iTN i ifei rag tEYrA"/1ARrle RECEIVED CITY OF TUKWILA ® MAR 2 61998 PERMIT CENTER MAR - 25 -1998 20 3? PU•K -17" reelb •1?.1.10b pr Kxipltivt S KIPS Qualification •CIulckliit NW: r 01040 ie'+OIaaI'sa sadism maw. lhrra:aaraaaaaaMrie VaMiia aas VIM was Mall ev C s. soar Mon* ais. raw EXPRESS PERMITS tree- .. .. Tab)* 154 Unit Ua• Pow* Allowance (L!A) ter Waist Lighting 310 328 0336 P.03/03 • O�d�irM► 0 Winhais s. amp wane e NrsfP NMI* I -' tl qt1 P114NOS; D aaeolk bp1 ilal larva In d OWN M Ire Imo! frad 11 to oft* ►. Rama $N;AYlaras d. aanwawa. Bah *mg ow M M ism MM 2. LAW as TES, 1 Ta et Pi., and • a. t.malssau f•110 WMb. se r. Sab i spa sumenta islscts We' 11.11111 Pf 1111111 1= =_":==311111111111* 111111111101r...u.. .. _111111111110111.1.111 NOME .-l. M31■2 l J .1' MUNI i...� ' OW MI . � .l... _ J ""`%411MITANI ` r L_ MI11111== 7 a..I..A. _ �! L 1_al. _ llllt� _ ..4.. -lam. ... ate- t Illtlll r 1.� , .4 sANI tIIMlable brit! • 1 1 a rams i* abide a we i as Mnaamrl I iala Poana►.t/ioaeerct /WI w 4101.11444 44 M! U. • ra.'tl ai1i., .I. llais drtcnn sit.lwal atPara aM sea ueaaaaaniteelr. apnilirdiu sAt 1144:5011.01111 1 f t3 (ir 1100 Sew 111. %sag par Raw rip{ mar k Nlorafr. by es saw pr {esl at('asiliat WOO 16•1 wes t Iiu, wales apallaaWp &tenor aal admit ta►• +agna LI a li slul*I. t Weld IVs fOMms.lr1 Hm may r isms. k tar PMbM11i1► IM) liivei siw. mew Ihtt. 1. ka all war suserR ask u atal .Meuswr was. we M t:'la It &kik PossediNammes li asmaillp. e. Was par spas meal Stem auk iM i.eimu a ip► nns paw* QM lin.t'wiliats 11aWIt Oa* law Ir•I. • 1.rin4u ate MN war *MPY. le teat la ageing s illMliaaa Praia it iswitWb 44 Saida aai a.iI . i Bali IdShily P osef Attr.sIwc l i.A1 earls arIll it weal alga lore Mali algal UO won - s11 a. :* *IYN le we tlii Nis amn . mut, atria war? *Ala doily dam 4114 am sal ma ca w& Cowan saw. as Nlwialrili st la as i seils.sull a esearas. a. Vet ass liw naps alma. Mat tilt Ligpeem has gamma it 1 A WO Par MOO kg. y Fur laws these limits ue awns u+M aljaerra VMS. awe*. I .11sit 4144 Paw mimeos Iw alas aeon ins is 34 averse moon IiM. .fir ease P o W knit A all Mel 11. 1101 t lessamiler Asia% Wide* isms illaesaiaaarrwi wig lad +irliaar llksiastiaaaas is land withia tw bas alba liiaare rs went Rawl slim I leaf Woks *era Allasasrr at la wets ta~ igors lase Cain I arraul lea keys ref MO ism tQ IK iNaMeilatrise sn OS* Arlawl N teems a Unit 11.11111 hew Allow O(1,5 a.01N w tern An. *&g all .m I is MOM" aalftkal a as? 109111111116 I I lames' Mu a k r plans Wakes eig rme Iaalsiiaga aal.larilAt, i. slmiaaL Ua awn ire. M a lMnbaswr AI/? iw almMO. Ii► Y.aalq tie des Warier train Weilall Pam elie raM. as IM tUlar arm as moo b rash *II ilia aavigl ti ro una platers ties 0 at alit Laski ?tar Midge alitsaaassa Mod in haws 3 solute IRIy is 30 Bar wet tae wooed '1n• aatstr. RECEIVED CITY OF TUKWILA MAR 2 6 1998 PERMIT CENTER TOTAL P.03 r 310 328 0336 P.01/03 EXPRESS PER44ITS 0 MAR-23-1998 00:24 EXPRESS PERMITS I . LOS ANGELES, CA' 1327 POSTA* - SUITE H - TORRANCE, CA 96501 CHICAGO, IL TEL: (310) 328-6300 • FAX: (310) 328-0336 FAXMITTAL TO: FAX , tlePigt. ADDITIONAL COMMENTS I . iOn . L it 1% PLEASE CALL IF YOU HAVE ANY QUESTIONS OR COMMENTS AL.tc 4rAdeN - EXPRESS PERMITS WASHINGTON, D.C. MIAMI, FL DATE: 3/ • TO: FAX: Z1 SOU4t &P/41r *14 e) - 001 RE: THE FOLLOWING ARE: 0a Var m ilvw,u tate. WJkOQ •r"` ca. qv/bid Nreivieva i i4 AIAk — I UMW 00100 Woes pat le . vs 0 7 - Afte A Re 0. N terelAssed MAW 11414 5 a Weal Mows Plamill _ 01 C0w4 1 i 1 04/ go , O. • 4- 71We 0. 11141 Weil 1114011%. SIMI. INN/ VII Nob ans ir Int Wag, 400.0 A •di rim WV Tag Mr. Wm ..m....... ........ - MAR-23-1998 00 : 25 rINIFV 17,0 aa.r t.• Project Into Compliance Option Alteration Exceptions I towglenews Pro d EXPRESS PERMITS . . -,11 ideals cu re eAn-a rz, mfi 4 4_ c6015 dr/WAN so& crAerex. .22.L5ou t.7.0 *MOM 4104: WWI Meal Maximum Allowed Lightion.Wattage (Interior) lentipmm rm.) Osa.447 0111,00•1 vommom 1:3 0.40111 Peon 01wwee 0 &SIMS *I 01.0106111:1111111011,411. P.IN0/111014 £ LPA Of Melt doer* 14 i i 1.0001Apo VI loNg MUM 04 *an LIM OM de 4 Oro Roam we new ind 404 1 0,10224 , 4p ma We MOMS 11111111RIMININILI IMO ..; I Prii1111•1111111M iiriNNIII =CZ MI= 111111111111111111111 " OW 11111 ^we Thee 1 pin& Pro udL ktin Wa • 11110111111 Wow ana Im 0 000300 Me .040We 1 Weis / tee Named 1:01400 Pane tmeNid Taw Noes Wast Ast iUY (IIWOMINN+ me.) 111111 111fiiiill1 Weds P410/41 MF" . MEMIIIINOINnon iwir,r- so minuillielleis a wirlamosi simimm =er mirmatin mwa....ffisurmonumiori IWO IMINSOIAMMIINIMMEINIIIIIIWIIIIIIIIINIW molanmsm Offik fel .110111111111 INA& /111/ Int NNW MOO vopic IW MW M*Imiia Allowed LiIJItII W Eiderbel Wa • Meet Oen 401 arems0 Tonemessi Wets h. &IWO 310 328 0336 P.02/03 Om 3 9 ovosseal TOO i WaN 23 -98 12 :18P ENGINEERING OFFICE 1994 Washington State Nonresidential Energy Code Compliance Form • 714 680 6183 J1 i J::c �7J.r0 P.03 Lighting Permit Plans Checklist leo 10' 1w•s*- - I ER•1►cw CSI F.I.a .FF+ The Mom. Mhtmat'ren s mossetry . u gawk a Thong per*% epalecafaon for csmpiancs 0 t wgfWno Me 1991 Mti + 1 I NeValidetW Esty CiMd�. Fa R EW"PgllNIMIMIIIIIIM UNIMMIIMMOM otrl.ilti (e1"!_ act*il LTG -CHIC oo . Pigabdity tame ew t y nrien MOUE Lit= ass l edue dI _ Milioaioe - V- o ,. awl colwat 0=2=t IMO 11.11 . MEW!! MOM i="n r=irr=27_71 MIM101 IIIM211 F.77,7=nE M- = 11111•11011111111a101111111111•111111 111111111M1111111111 � R i- : � - . _ indicate ItOn ter. - raciamicamlammonzrzo ,. c r ■r■IIlrIl ■11r _L L3, e.t ty;, 1•11!l a- 1 3':n - EiiI ro is Clrc e ' ' r aft a . . ' prd ! !I • SA • • ■ N 2308.2311 1991 UNIFORM BUILDING COO! (c) Heliport and Helistop Landing Areas. In addition to other design require- ments of this chapter, heliport and helistop landing or touchdown areas shall be de- signed for the maximum stress induced by the following: 1. Dead load plus actual weight of the helicopter. 2. Dead load plus a single concentrated impact load covering 1 square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydro- lic -type shock absorbers, or 1.5 times the fully loaded weight of the helicopter if it is equipped with a rigid or skid -type landing gear. 3. The dead load plus a uniform live load of 100 pounds per square foot. The re- quired live load may be reduced in accordance with the formula in Section 2306. (d) Hydrostatic Uplift. All foundations, slabs and other footings subject to wa- ter pressure shall be designed to resist a uniformly distributed uplift equal tothefull hydrostatic pressure. I (e) Flood-resistant Construction. For flood- resistant construction require- menu see Appendix Chapter 23, Division 1V, Wails and Structural Framing Sec. 2309. (a) General. Walls and structural framing shall be erected true and plu . ' a ce with the design. (b) Interior Walla. In - or wa s, permanent partitions and temporary panl- tions which exceed 6 feet in height shall be designed to resist all loads to which they are subjected but not less than a force of 5 pounds per square foot applied perpen- dicular to the walls. The deflection of such walls under a load of S pounds per square foot shalt not exceed t /2bofthe span for walls with brittle finishes and _. of the span for walls with flexible finishes. See Table No. 23 -P for earthquake s:rn requitSgents where such requirements are more restrictive. 0 meet • • 20'd 800'0N V O C T I 86 ` 9 6eW t le, • dm or portable the load and deflecdon criteria but must be anchored to the supporting structure to meet the provisions of this code. Anchorage of Concrete or Masonry Walls Sec. 2310. Concrete or masonry walls shall be anchored to all floors, roofs and other structural elements which provide required lateral support for the wall. Such 'anchorage shall provide a positive direct connection capable of resisting the hori- zontal forces specified in this chapter or a minimum force of 200 pounds per lineal foot of wall, whichever is greater. Walls shall be designed to resist bending between anchors where the anchor spacing exceeds 4 feet. Required anchors in masonry wails of hollow units or cavity walls shall be embedded in a reinforced grouted structural element of the wall. See Sections 2336.2337 (b) 8 and 9. Part It —WIND DESIGN General Sec. 2311. Every building or structure and every portion thereof shall be de- signed and constructed to resist the wind effects determined in accordance with the 152 Ole irt • 6002 +Z1.9 +90Z' oN 131 NOG '8 SSU19 ONIOdd-1 ,� l As s .12 .05 .025 , 25 .10 .031 SS AT .07 .035 70 .21 .10 .051 75 i 11 .13 0 5 .82 .25 .070 .93 .'..3' .115 { a 1.23 .57 15 1 1.55 .65 .1 1 .20 5 1 .15 i 1 81 .24 M .48 .20 1.179 ` fl AO _i ^4? 20 .34 .10 I _ 1.29 - 115 .51 2 . t t 1.02 . 4 3 .13 1 3.S4 .55 .19 2 4 .85 .25 2.55 ' .04 .32 W e1 .6.5.2r - -4 1.22 .55 .•t: ' .13 .3: ... 24 2 57 101 ..' .33 1 .:1 ' 15 34 ■7 I-% - !.W '!r 7.39 1.0 -31 3.•.9 I.35 .43 .5. 1.68 ...16g .9: _i1 .t1 t 1 9s _ � ' I :A .33 " 3 91 :.t:5 47 4.68 ..G6 11 j 1.19 .;c .25 Par 1.0 .30 3.b• 1.5: 4 .+ 4 .%t, 2 :' .6!t 5.95 2.5• 1i 43 �5 X 31 1 2.64 1.18 35:4 -:31 1 PC .53 ` :.0! ■ - ! 7 1. tti . 115 -.71 .71 35 :i.i! 1.4 .,!2 1 5 •'_ 2.17 .G' , ':I„ ^.P9 .C11 i 8 ^ 56 1!>_ 1. 5 12 3.43 1.91 i 13.34 4.47 9 [2.02 9G 139 ! �+'P 1.18 3.75 1.54 e. 449 N1S3 4.91 22 1. et . R load char um allowa thirci Ors 1 1r t ore. wen - Hei94t or Width > Height Dd1 xf,on = Noire Ssown U Curt • DlAMoME: DEFLECTION Cr415 (BS. W M0Li 1 44 14 44 41 11 1R" GLASS =1.0 3F1 . . 3S - .30 .38 .'6 .047 .35 .14 .044 .62 .21 .06 .47 .20 .058 .70 .30 . 09 9.80 4.16 124 ! 14.36 6.27 1.66 W1III0L0AD roIINOS PER SO. F L .4 1e." •.7' 51 Y 2.57 .76 ; 8. 28125. t�J! SO.fi. 25 LBS. PEN SL. FL K 9G 1 1k 4i .50 .21 .06 .63 .02 .079 .70 .30 .09 .87 .37 .11 y4 40 12 1 1 !6 .49 .11 56 2.35 .70 1 8.'35 ,.;: 1_15 1 11.15 4.71 1.dg . 1357 5.E3 7.50 J 1 16 .tf4 1 11�.F +.i6 1.41 t:+. l.tiC :9.5 1 22 5F 1 - ?.N1 1 7�. ? 11 . 1 ' 3 22 ;,_31 7 9 . _ e ? 2 .3 ' S 19.8 327 2.47 1 24.76 10.45 3.10 is valid for panels of tempered glass supported top and botch deflection is 1.00' + of panel is supported the following applies: E0" 35 LBS. PER SQ. FT. .76 .31 AS 2.40 1.01 - .36 I. 2.80 3.06 1.2° .38 ! 3.59 , t(; � 315 1.93 cr : 4.19 1 sJ e.'R 02 .6 55 E• 1 Sr 2.49 -- • 74 7.14 r_0 .36 t Teal 35 UM. PEN S3.F7 V. 45 1i S 1R 4.05 .44 .13 122 .52 .152 1.40 .59 .17 1.41 .60 .11 1,64 .70 .20 1.67 .79 2A 1,45 .78 24 217 .91 .i6 2.48 1.03 . 1.18 .35 320 1.85 .40 89 + 8.59 3_S3 ':!3 11 07 110.r.7 4.2 !,29 11.98 S05 1.50 1. ■7.13 5.13 1.52-- 5.99 1.77 14 16.78 7.98 ?x? 56 825 2! 4 Where: V11Q'' = Y NON et w;dN = lets Two* Hlight Detecting = 15 Flare 94 awl 9 OEFLEC110N @ 15 LBS. WIN01A1�0 1/2" GLASS = 2.57 + 2 =1.2'.• 3/4" &Ass = .73 - 2 = .34" :;;.7 5.181.11 '6.2.1 5.95 2.02 ( 22.96 9.44 239 9 30.37 17.65239 29 73 12.5 3.72 35.45 4.52 4.33 39.82 18 72 4.95 .39 .37 .111 1.01 .42 .43 120' 1 .51 .441 1.09 1.72 .51 119 .56 7 5. 13 2.17 .44 2 35 .73 92 269 .90 218 64 1.82 3.30 .St; 3.5.3 1.0: ` 9.52 4.01 1.19 4423 t ..: 1 11.46 424 1.43 (91 + 1:11+ • .sr i Pacific Glass S &-Door, 8698, 2008 ,196i� SW. Cl • Lyran4OOd, WA 98036 • (1P5) 7741 Fiji (4251872.2009 n :11!ir:' Gary Schenk 1VIr Schenk; . This letter is in response to inspection comments regarding glazing panels. Attached is a windload chart and copy of pertinent UBC requirements. The chart indicates deflection rates of glazed panels with maximum allowable deflection of 1.0" in plane of span: The rate of 5PSF is the given load for panels subject to human impact. Our span is 120" and based on PSF our deflection will be .80 inches. We have completed numerous installations similar to this around the Puget Sound area The channel depth at the sill of one inch and the channel depth at the head of 1 1/2" provide the required edge bite to allow the glass to maintain proper structural support to meet the pre - described reflection of 1/120 as listed in UBC. To insure that maximum edge bite was achieved, we individually measured and fabricated each lite of glass to follow the difference in framing height. In addition to those measures, we increased the depth of head channel to 1 1/2 ". The architectural drawings detailed 6/D- 1 show 'I" depth. This may not have provided enough clearance Aii to alto nstallation and maintain adequate edge bite. If you have ques '''ons please feel free to call Michael Cased Project Manager WMC /tdk ZO' d 800' oN PO: T t 86' 9 field 6002 +Z49 +90Z' oN. 131 X1000• '8 9Se19 3IJIOtid March 25, 1998 Dear Mr. Leon: Mark Leon Express, Permits 1327. Post Avenue, Suite H Torrence, CA 90501 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0071 Cathy Jean 739 Southcenter Mall This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be . addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Planning Division, Public Works Department and the Fire Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail . or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, i iketttL Brenda Holt Permit Technician Enclosures File: D98 -0071 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 S AN REVIEWER: 4i 4} r'� p ' t5titj 17 �� BUILDING DIVISION REVIEW Ken Nelsen, Plans Examiner (206). -3670: March 24, 1998 Cathy Jean tenant improvement South Center Mal D98 -0071 Th e submitted ` Energy Code compliance form received on March 23, 1998 ' shows some inconsistency with plan sheet E -2. It also appears a number of fixtures shown on E -2 are not shown on the Energy Code form, Please revise electrical plans to reflect the compliance form and /or provide other documentation to demonstrate otherwise John W. Rants, Mayor Department of Community Development Steve Lancaster, Director March 18, 1998 Mark Leon Express Permits 1327 Post Avenue, Suite H Torrance, CA 90501 Dear Ms. Leon: SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0071 Cathy Jean 739 Southcenter Malt This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 11, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division must be met. Building Division: 1. Required compliance of light fixtures watts per foot, Washington State Energy Code. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, ka t c- Brenda Holt Permit Technician Enclosures File: D98 - 0071 Contact Ken Nelson, Plans Examiner, at 206 - 431 -3670 if you have any questions regarding the following comments. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206) 431-3670 • Fax (206) 431-3665 -, ACTIVITY NUMBER: PROJECT NAME: CATHY JEAN DEPARTMENT: Building Division Wol PLAN RE /R O U TI N G' SLIP Fie Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) D98 -0071 DATE: 3 -11 -98 DUE DATE: 3 -17 -98 Planning Divisio 3-1 n Permit Coordina o r f Comments: k4±O4r of extpkte -vy Uaed dry in a 0 0 -1'40 TUES/THURS ROUTING: Please Route Complete ❑ Incomplete Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -31 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ REVIEWERS INITIALS: DATE: NR-ROUTE.000 1/98 Not Applicable ❑ No further Review Required Not Approved (attach comments) E] Fire Department Review Control #D98 -0071 (512) Re: Cathy Jean - 739 Southcenter Mall Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief March 16, 1998 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 space. City of Tukwila Fire Department Page number 2' Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 'Page number Yours truly, cc: TFD file ncd occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7$4404 • Fax (206) 575444139 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units or lavatory 1 - Di: hwasher, commercial 4 - Drinking fountain (each head) 1 - 5None bibb or sill cock 5 3 i Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 - ; Sink, kitchen 4 2 Sink, other 4 2 'Sink wash, circle spray 4 - I Urinal, flush tank 3 - [ Urinal, pedestal 10 - I Urinal, wall or stall 5 - Water closet lank 5 3 Water closet, flush valve 10 6 Total Fixture Units 4f 'mETRO " (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Metro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purposo of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. • Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) _ 1, 4� +'S Owner's Name CAM y .J-4 e;5 P 0 - 01, 4 .1 3 Party to be Billed (if different from owner) Property Legal Address: (Last, First, Middlo Initial) Party's Mailing Address: (if different from property address) Subdivision Plat Property Slreel h233 , ,,,tk cQ _ 3, , City, Stale, Zip 2 af:,,y/ Owner's Phone Number ( '3/ ) 3 3c (3 Owner's Ma)ling Address: (if different from above) Ca l mar, �Q �ie reS5 P- -.> t5 /3g - / - Is7' -41,e S t4 "Z a; OA 9450/ Address A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE focal No. of Fixture Units 20 For Metro use: Account If Monthly Rate Slx Month Due • Non -K idential Sewer Use Certifation White - Metro RCE avr e„- - ,75 V 5 e ��.. - /a 1 4 Ca#Are Ci J City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: ,f i,c.02//7 Date Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) 187 C. Total Residential Customer Equivalents: (add A & B) A B Yellow - Local Sewer Agency Pink - Sewer Customer 0ac RCE cf.our RCE RECEIVED CITY OF TUKWILA MAR 1 2 1998 PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. ei , A T.t.-, oz., gworvs s Signature of Owner / 1- ��rn/ 6 Representative ;' likAP∎ ! -1-c.` e ,-f- I Print Name of Ow r/ , Representative by= tDVrtrm. I .•e r^ - 4- .3/9/98 Part i .. Fill out this form, fold it so the business-reply portion is showing and return it to Metro's industrial waste section. If you need to use additionalsheets of paper, please mail the entire'package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109-1658. , .s«+. ,� � • '."' a .viwor�.aa..aw,wM.wwas�rs.+xwlw DEC 12 '95 01: 45PM TUI<.9 DCD /PW Business Declaration Company name: Contact person at your company: /liar- Title: &u Ma.■ree. Telephone :_ 3 /c)" 3 - �tm Mailing address: . 'Rost S''p.. e d 70 rr.�.- �C_'!� �'a¢- 90Sa'/ Type of business (What does y ur�fiirm manufacture or produce ?); 0 04 4.4 7 � j-� : S-C s 'Number of business sites: .t7 r K /40 . Address of each business site 1. Ni,4 3 Use additional sheets if necessary, Part It Please circle the correct.answer as it applies to the business site given below. If you•have more than business site, please copy this page and fill out a form for each site. Company name; tal` ., t' etn'L_ Q ' 6 • t'S Site address: Contact person; r 4.011 Title: ,,, , ( Telephone: 310 399 Oa, 1, Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outs to the sanitary sewers? Yes CI No © No No. of employees at site: P.2 1) g q Poo RECEIVED CITY OF TUKWII.A MAR 1 21998 PERMIT CENTER DEC 12 '95 01:45PM TUKp..LA DCD /PW 3. Does your business store or mix liquid chemicals? L' Yes 14 No If yes, are they for resale? 0Yes No 4. Does your company use solvents or flarnmable substances? 0 Yes No 'Eyes, d'o you recycle the O Yes 5, Does your coon any process ood or animal matter? 0 Yes No 6. Does your company use metals or metal solutions in .manufacturing, processing, treating waste, etc.? 0 Yes 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? 0 Yes 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,equipment- washing and drum- cleaning? 0 Yes ) o 9. How many gallons of industrial wastewater does your company discharge each day? (check one) e ffl None (Sa..t - c — /use S r O Less than 5,000 gallons O 5,000 25,000 gallons O More than 25,000 gallons Thank you BUSINESS REPLY MAIL FIRST CLASS PERMIT NO, 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE 1 *METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE ' WA 98104.9986 P.3 NO POSTAGE NECESSARY IF MAILED • IN THE UNITED STATE MINESUMAIIBMINE INBLIGNImmilstin leseaMIXOVAL Inlas111113•111M®►1• IaMIX051=111111e Imo' RECEIVED CITY OF TUKWILA MAR 1 21998 PERMIT CENTER • iike:Y4vA.6t"4/".tw4vAm 4141IPTra eNn ...... ‘ „ . ... : ,,,,.. , :.• * ••••••, ...,•••• • • ••—•• • • , • •••, • • • • ■ DEPARTMENT OF LABOR AND INDUSTRIES ' EFIEON,18 REGISTERED AS PROVIDED BY LAW AS A, 5.7615 .N.I.rof • o? • .001 FO2G-052400 (3421 " DeTAGH in DISPLAY CERTIFIGATE--t • .•■■•••■11,••■■••••• 0•••■ •••••• o• ••• CI I • . • . • • • • , • • • ••• , • . • • • ..",;• • STANDARD ABBREVIATIONS A.F.F. ACOUS. ALUM. ARROL rw. BLDG. POT. CG. CJ. CO. CER. CEO. COL CONC. CONS/. CONT. VOL P ET. DU. PUG. DIM. ON. EJ. EL ELECT. ENAM. EQ. EQUIP. EXIST. m. Fxr. FD. FN. FLUOR FRAL FT. GL GAL, GEN. GL GU. GYY. BD. H.M. H.R. H OWD. HT. ID. NSUL NT. J.O, LMT. LAv LT. WT. MD. MANUF. MAIL MECH. MET. MIK NOM. OC. OD. OFG. PARTN. FL FLAB. PLWD. E. RAD. REQE. RES. RML ss. S.V. SCHED. SECT. SHY SIM. SPEC. sa STD. STL Ste. SUSP. T.G. T EE T TEL THRU M. Y.C.T. PERT. W W.C. W.F. WY. . WATER -RES. WD. a ACWE FINISHED FLOOR ACOUSTICAL ALUMINUM APPROXIMATELY BOARD BUILDING BOTTOM CORNER GUARD CONTROL JOINT CONCRETE MASJ�'RT'UM°T CLEAN OUT CABINET CERAMIC CEILING COLUMN CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DETAIL DIAMETER DIAGONAL DIMENSION DOWN DP.AVANG ormsioe JOINT ELEVATION ELECTRIC ENAMEL EQUAL EQUIPMENT COSTING DrANSgI D;TERIOR FLOOR DRNN FINISH FLUORESCENT FRAME FOOT GALVANIZED IRON GALVANIZED GENERAL GLASS GROUT GYPSUM BOARD HOLLOW METAL HAND RAT. HARDWOOD HEIGHT INSIDE DIAMETER NSUNTION INTERIOR JUNCTION BOX LAMINATE LAVATORY LIGHT WEIGHT MASONRY OPENING MANUFACTURER MAXIMUM MECHANICAL METAL MINIMUM NOMINAL ON CENTER OUTSIDE DIAMETER OPENING PARTITION PLATE PIASTER PL1WOOD RISER ROOF DRAIN ROUGH OPENING RADIUS REfb1IRED RESISTANT ROOM STAINLESS STEEL SHEET VINYL SCHEDULE SECTION SHEET SIMILAR SPECIFICATION SQUARE STANDARD STEEL STRUCTURAL SUSPENDED TREADS TEMPERED GLASS TOP AND BOTTOM TONGUE AND GROOVE TELEPHONE THROUGH TYPICAL VINYL COMPOSITION TILE VERTICAL WITH WATER CLOSET WIPE FLANGE WATERPROOF WATER RESISTANT WOOD CENTERLINE AND DIAMETER AT ALL 5YM801.5 AND Ammo /aims SHOWN own-FE DRAWINGS ARE REGARDED AS INDUSTRY STANDARDS. t7UEET10N5 ABOUT 5YMBOLS OR ABBREVIATIONS, AND THEIR EXACT MEANING SHALL. ER DIRECTED TOTEE ARERRLECT FOR CLARIFICATION. FIRE DEPARTMENT REQUIREMENTS 1. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME _ RETARDANT TREATED IN AN AE'.'ROVED MANNER (CURTAINS. DRAPES, SHADES, HANGINGS, ETC.). 2. INTERIOR WALL AND CEU IHG EJNI - FOE ALI INIEEIOR ROOMS SHALL NOT EXCEED AN END POINT FLAME RATING OF 200 (CLASS III). INTERIOR WALL AND CEILING FINISEIESEOR.EFXIT CORRIDORS. SHALL NOT EXCEED ?NI END POINT FLAME OF 75 (CLASS II): ,(ALL WALLS PAINT FINISHED ONLY.) a PROVIDE ASIGN STATING DQOR TO REMAI[LOPEN WHFNFVFR THE PUBLIC 15 PRESENT' AT THE MAIN ENTRY. 4. EXIT PATH LIGHTING SHAT i BF PEON IDED EO&EGEE55 TO A.PI IB1 IC WAY ANY TIME THE BUILDING IS OCCUPIED. EMERGENCY EXIT LIGHTING PROVIDES A VALUE OF ONE FOOT CANTN F AT ELOOR.LE,VEL 5. PROVIDE FIRE EXTINGUISHERS AS REQUIRED 13Y THE FIRE DEPARTMENT FIELD INSPECTOR. ALSQDURING CONSTRUCTION. . a USE METAL BLOCKING ONLY; NO WOOD TO BE USED IN CONSTRUCTION PER LOCAL OWES. 7. EXTEND EXISTING FIRE ALARM AS NECESSARY. CONTRACTOR TO PROVIDE PLANS AND OBTAIN APPROVALS AND PERMITS. 8. SPRINKLERS ARE TO BE PROVIDED. THROUGH OUT LEASED AREA. SPRINKLER SYTEM TO BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. 9. FIRE SPRINKLER CONTRACTOILEHA L DESIGgANDfROVIDEL DIED SPRINKLER DRAWINGS FOR DESIGNERS REVIEW. CONTRACTOR SHALL RELOCATE-AHD /OR COMPLILWITH STATE AND LOCAL CODES. SPRINKLERS IN SALES AREA TO SE FULLY RECESSED WITH FLUSH. HEADS. SYMBOL LEGEND COLUMN LETTER OR NUMBER COLUMN CENTERLINE Lk mi. DETAIL NUMBER • SHEET NUMBER DETAIL NUMBER DETAIL OCCURS ON SAME SHEET DOOR NUMBER SECTION NUMBER SHEET NUMBER DIRECTION KEYNOTE, REFER TO MATERIAL LEGEND, SHEET Al REVISION NUMBER AND AFFECTED AREA GENERAL REQUIREMENTS .. 1. GOVERNING CODE5 ALL CONSTRUCTION AND ALL TRADES TO CONFORM TO LOCAL BUILDING CODES. LOCAL ORDINANCES, STATE LAWS. INDUSTRY STANDARDS, THE AMERICANS WITH DISABLITIES ACT AND LANDLORD LEASE AGREEMENTS / REQUIREMENTS. 2. THE CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH LANDLORD'S GENERAL CRITERIA PRIOR CONSTRUCTION. 3. SEPARATE PLANS FOR PLUMBING; AIR CONDITIONING AND ELECTRICAL WORK TO BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL AND PERMIT. • THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. MANY DIMENSIONS ARE CONTROLLED BY EXISTING CONDITIONS. 'THESE EXISTING CONDITIONS ARE NOT GUARANTEED - TO 9E ACCURATE AND VARIATIONS MAY OCCUR. 5. WORK AND MATERIALS COVERED BY THESE DOCUMENTS MUST CONFORM TO THE HIGHEST STANDARDS OF THE CRAFTS INVOLVED AND MUST MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 6. ACCESS PANELS SHALL BE PROVIDED WHEREVER REQUIRED BY BUILDING CODE OR • WHEREVER REQUIRED FOR PROPER OPERATION OF MECHANICAL OR ELECTRICAL •EQUIPV ;TNT. CONTRACTOR SHALL COORDINATE THE LOCATION, SIZE AND TYPES OF ACCESS PANEL WITH THE SUBCONTRACTORS' WORK. • 7. LOCATION OF MANY ITEMS ORASSEMBLIES ARE CRITICAL FOR. THE ALIGNMENT .OF OTHER ASSEMBLIES (SOMETIMES BY OTHER TRADES) WHICH MAY OR MAY NOT BE INSTALLED AT THE TIME OF INSTALLATION OF YOUR WORK. ALL SUBCONTRACTORS SHALL REVIEW THE MANNER IN WHICH THEIR WORK FITS, ALIGNS, OK COMES INTO CONTACT WITH WORK OF OTHER TRADES. DEFICIENCIES RESULTING FROM FAILURE TO DO SO WILL BE REMOVED AND CORRECTED AT THE CONTRACTOR'S, EXPENSE. EACH SUBCONTRACTOR p CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF HIS WORK NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THESE DOCUMENTS THAT CAN NOT BE EXECUTED AS SHOWN OR DESCRIBED OR CANNOT BE FULLY GUARANTEED. S. BEFORE ORDERING MATERIAL, OR DOING WORK, VERIFY MEASUREMENTS OF BUILDING AND BE RESPONSIBLE FOR CORRECTNESS OF SAME. 9. DO NOT SCALE DRAWINGS. REFERENCE MUST BE MADE TO DRAWINGS FOR DIMENSIONS. CHECK DIMENSIONS ON DRAWINGS BEFORE PROCEEDING WITH WORK AND REPORT DISCREPANCIES AT ONCE TO OWNERS' REPRESENTATIVE. 10. CLEAN -UP 15 REQUIRED AND SHALL MEAN THE REMOVAL OF ALL TOOLS, RUBBISH AND UNUSED MATERIAL AS SOON AS THE WORK OF EACH TRADE 15 COMPLETE. THE COMPLETE SITE SHALL BE KEPT FREE OF RUBBISH DURING THE PROGRESS OF WORK. •• .1M IZ 6 .!• 1" !lll. 11. WHERE GYPSUM BOARD LAYERS DIFFER, 51.05 ARE TO BE SET TO PROVIDE A CONTINUOUS SMOOTH FINISH LINE IN ALL CORRIDORS OR WHERE SUCH CONDITIONS OCCUR. 12. NOTIFY COMPANIES AND AUTHORITIES OWNING CONDUIT: WIRES OR PIPES RUNNING OVER. UNDER OR ADJACENT TO THE TENANT SPACE IN AMPLE TIME 50 THAT APPROPRIATE ARRANGEMENTS CAN BE MADE FOR PROTECTION AND REMOVAL OF UTILITIES. CHECK REMOVED PUBLIC SERVICES TO SEE THAT THEY HAVE BEEN EFFECTIVELY PLUGGED OR CUT OFF. PROTECT OR REROUTECONDUITS, DRAINS, PIPES AND WIRES THAT ARE TO REMAIN ON THE PROPERTY OR THAT WILL SERVE ADJACENT PROPERTIES; INCLUDE NECESSARY OFF -SITE CONNECTIONS AND TIE -INS. 13. PROVIDE, INSTALL AND MAINTAIN FOR THE DURATION OF THE WORK ALL LAWFUL OR NECESSARY BARRICADES; FENCES OR RAILINGS AS REQUIRED. FURNISH TEMPORARY LIGHTS, WARNING SIGNS AND SIGNALS AND TAKE ALL OTHER PRECAUTIONS AS MAY BE REQUIRED TO SAFEGUARD PERSONS, THE SITE AND ADJOINING PROPERTY, INCLUDING IMPROVEMENTS THEREON, AGAINST INJURY OR DAMAGE. CONSTRUCT BARRICADE ACCORDING TO LANDLORDS SPECIFICATIONS. 14. ALL EQUIPMENT AND MATERIALS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS, AND ARE TO BE NEW. 15. REFERENCES TO STANDARD SPECIFICATIONS, REGULATORY AGENCIES REQUIREMENTS, FEDERAL SPECIFICATIONS, HANDBOOKS, CODES, ETC. THROUGHOUT THESE DRAWINGS SHALL APPLY TO LATEST APPLICABLE ISSUE, AGENDA, AMENDMENTS OR ERRATA. LATTER SHALL GOVERN UNLESS THEY ARE CONFLICTING WITH BUILDING CODE. 16. SUBCONTRACTORS SHALL COORDINATE AND COOPERATE WITH THE BUILDING MANAGEMENT TO PERMIT ACCESS TO SITE, USE OF UTILITIES AND REASONABLE SPACE FOR MATERIAL AND VEHICLE STORAGE. 17. COOPERATE AND COORDINATE WORK WITH ANY CONTRACTORS HIRED BY THE OWNER FOR WORK NOT INCLUDED IN THE CONTRACT. 18. THESE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILIAR DETAILS OF CONSTRUCTION SHALL BE USED. REFERENCING AND CROSS- REFERENCING ON THE DRAWINGS 15 SHOWN FOR CONVENIENCE AND SHALL NOT LIMIT THE THE APPLICATION OF ANY DRAWING OR DETAIL. 19. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF CONCRETE BLOCK WALLS, FACE OF STUDS AND CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. THE EXISTING PRIMARY PATH OF TRAVEL, SANITARY FAQLME5; DRINKING FOUNTAINS AND TELEPHONES SERVING THE AREA OF REMODEL COMPUES WITH THE CURRENT A D A ACCESSIBILITY GUIDEUNES SUBJECT TO INSPECTION AND APPROVAL BY THE RESPONSIBLE INSPECTORS, THE BON PUBLIC RESTROOM LOCATION PORT CRAIN. m te .. ss NT zoo Ems• ®•' 6 1 E 7 ® ® �r>.' 5j @ I aic 6AStti ' _ _ -_ -_ - ' I, TIE ME •OS - * »zir- -J�- CBth)T)Can xo' -+: ^ use m CHMAC ER CORNER S PACE 8 236 6 iMM _-- __-- _ -_ - - -_ I+° 0. Q W .x Js N 3•.1) t5 dYafRS m • _ ; T .- . RI ItAT'JENELERS • • • 'SNOTS'' Z• :` ``,.Z' NSILlS 1 ® Sa 8 O _ /JI • ®„°° 6,e = R ®^ xi Mel £ 3 8 B. R • Q SN,) J � 8 un yoG .TAT 2011150 7 o F R R "" ; _ E _£4 AX E E � f g n R a, �I�:;p 10 NOT TO SCALE LOCATION PLAN PUBLIC RESTROOM LOCATION 91113MI Cathy jean Southcenter Mall, Unit B236 Seattle, Washington - GENTALEN ARCHITECTS Inc. 607 E. Chapman Avenue, FLBeaon, CA 82831 714. 880 -3925 MOISTENED AR w r±s \VATS OF WAS ASHtNGTDN KENNETH L. BUTTS ARCHITECT AU (818) 999-4272 124 STAGECOACH ROAD BELL CANYON, CA 91307 0 6 10 PROJECT DATA PROJECT FLOOR AREA TENANT COORDINATOR ARCHITECT MECHANICAL / ELECTRICAL CONSULTING ENGINEER ADDITIONAL SID REQUIREMENTS TENANT IMPROVEMENT / REMODEL CATHY JEAN RETAIL SHOE STORE SPACE NO. 5-236 SOUTHCENTERR MALL SEATTLE, WASHINGTON 95188 -2888 MAXIMUM 4 EMPLOYEES 1,125 SQUARE FEET SALES AREA = 530 SQ. FT., 19 OCCUPANTS STOCK AREA = 595 5Q. FT., 2 OCCUPANTS ONE ETT REQUIRED OCCUPANT' M RETAIL CONSTRUCTION TYPE verify, FULLY SPRINKLERED OWNER / TENANT CATHY JEAN INC. 16871 MILLIKAN STREET IRVINE, CA 92606 (714) 225 -0600 (714) ?.25 -0608 FAX CONTACT BRAD SANDERS THE RICHARD E. JACOBS GROUP 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145.4122 (440) 871 -4800 GENTALEN ARCHITECTS -INC. 607 E. CHAPMAN AVENUE FULLERTON, CALIFORNIA 92631 CONTACT: EDWARD GENTALEN (714) 680 -3925 (714) 680 -4579 FAX ASSOCIATE ARCHITECT KEN L. BUTTS ARCHITECT AIA 124 STAGECOACH ROAD BELL CANYON, CALIFORNIA 91307 GEVORK CONSULTING ENGINEERING 285 E. IMPERIAL HIGHWAY,SUITE 206 FULLERTON, CALIFORNIA 92835 (714) 680 -6182 1. LIGHTING FIXTURES AND LAMPS ARE FURNISHED BY OWNER AND ARE NOT IN CONTRACT. THE GENERAL CONTRACTOR WILL PROVIDE COMPLETE INSTALLATION OF ALL LIGHTING FIXTURES AND LAMPS AS WELL AS THE BALANCE OF THE COMPLETE ELECTRICAL SYSTEM. REFER. TO THE ELECTRICAL DRAWINGS. 2. SIGNAGE 15 NIC BY THE OWNER. THE GENERAL CONTRACTOR WILL COOPERATE AND COORDINATE WITH THE OWNER'S SIGNAGE FABRICATOR TO FACILITATE INSTALLATION. 3. STORE FIXTURES ARE NIC BY THE OWNER. THE GENERAL CONTRACTOR WILL PROVIDE AND INSTALL RECESSED STANDARDS AS SHOWN AND SPECIFIED. 4. STOCK SHELVING 15 TO BE PROVIDED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. INSTALLATION INCLUDES UNLOADING AND MOVING SHELVING COMPONANTS FROM DELIVERY POINT TO THE LEASE SPACE. SHEET INDEX 5. PRIOR TO THE START OF CONSTRUCTION, CONTACT THE MALL OPERATIONS MANAGER TO SCHEDULE A PRE - CONSTRUCTION MEETING. 6. THE GENERAL CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES: 1] PERMIT DOCUMENTS 2] LANDLORD APPROVED PRINTS 3] LANDLORD'S DESIGN AND CONSTRUCTION CRITERIA MANUAL T -1 TITLE SHEET, PROJECT DATA GENERAL REQUIREMENTS TTG -01 LANDLORD'S TYPICAL TENANT GUIDELINES A-I SCHEDULES A -2 DISABLED ACCESS REQUIREMENTS, DEMOLITION PLAN FLOOR PLAN, REFLECTED CEILING PLAN A -4 STOREFRONT ELEVATION AND DETAILS A -5 SECTION AND INTERIOR ELEVATIONS D -1 DETAILS D -2 DETAILS E -I NOTES AND SPECIFICATIONS E -2 ELECTRICAL PLAN M -1 MECHANICAL PLAN TTE -' LANDLORD'S ELECTRICAL DESIGN CRITERIA TTE -2 LANDLORD'S ELECTRICAL DESIGN CRITERIA TENANT MEP SAMPLE TTM -1 THRU TTM -6 LANDLORD'S MECHANICAL DETAILS AND SPECIFICATIONS cathyjan SOUTHCENTER MALL SEATTLE, WASHINGTON v; =CH: i'::1C4 ELECT ❑ PLUMUI LQ ❑ GAS PIPING CITY OF TUKVIIILA BUILDING DIVISION I understand that the Flan C'h-ck approvals are' SubIBCt to errors and OT-T5L nn,A-I L: aOPT lo f _ plans does not author. __- - con adopted coda r O'UIT r L-.[ -: t`t Icon. tractor's copy / f yPProved plans 20 , c1 By Date Permit No. T1 R O Ep0 � W Iq MAR I 1 1998 PERMIT CENTEN ill I I DING PI R.\1I I I \IOlt11 4 ,1 ION In order to obtain a Building Fbrrntt from the City of Seattle, the following procedure will be required: Applications for building permits are submitted to the Department of Community Development. Upon receipt, plane are routed to the Gig's plan checker end if appropriate 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 not 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 Ithili k RI SI 1t -R 1. IS Food handling or reetaurant type TENANTS ehall submit two (2) nets of plane to: Seattle-King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 2061296 -4787 Attn: Joe Makelemy Requiremente of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your Dietrict Office. SI'RI \KI ER 1TRt1'G. REouriiti.siuNI Prior to the fabrication of TENANT'S sprinkler system, TENANTs sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual District Office The Transcoastal Skyline Tower, Suite 700 10900 NE 4th Street Bellevue, WA 98004, Tel: 206/454 -3931 Upon approval TENANT shall forward one (1) reproducible sepia of the approved design and two (2) blue line prints bearing FACTORY MUTUAL'S approval stamp to LANDLORD'. Tenant Coordinator for LANDLORD'. approval and records ae required in Exhibit C. I III HA- (0111'1 \II SER11(1.% Contact the following utility company representatives for information concerning local Inetalation requirements. application for service, billing procedures etc ■'1 INIL SI1l1ILI Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455 -5120 ■- (t11 S11-11 i( Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service/Billing: Tel: 206/464 -1999 Installation: Tel: 800/999 -4964 ■ III I l'lii) %1 SI•ILI I( I _____ U.S. West Communication P.O. Box 12480 Seattle, WA 98191 -0001, Tel: 206/346.8500 ■'11 1I 1:It SI R1 City of Tukwila City Hall 8200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 R01)1 (O\ I It 1C I OR Any and all roof work must be completed by the LANDLORD'S approved roofing contractor.: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206 /464 -0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 ( ;O \ `I 1( I IN OIL \t 11 I0\ AINY sir,54.1 It.1U ogle ?i MIU 1KAdo '. R\Amv: ;Cie 225 -06r)9. I'Itl_ 0 I Rt. ( 11O\ 1111[ I I \(r A minimum of The (5) day. prior to starting construction. the CONTRACTOR shah contact the SHOPPING CENTER OFFICE to arrange a Rxconetnu Lion Meeting. Attendees should include at lent t the GENERAL CONTRACTOR Superintendent and major Sub - contractors to be used in the conetructlon. At the Preconetnuction Meeting the GENERAL CONTRACTOR .hail provide the following: ❑ Building fbrmmit - A copy of each of the Local and State Building permits. ❑ Workers Compensation Certificate. ❑ Insurance Certificate - TT a Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate. ;1.000.000 ouch occurrence and should reflect the following as' Additional Insured.: The Richard E. Jacobs Group Southcenter Joint Venture Center Ridge Company LI Performance, Labor and Material Bond as required. LI Sub- contractors List - setting forth the name, addreee and telephone number. of Tenant's General Contractor and Sub- contractor.. • (0 \SIKT( 1111\ DIDOMI The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Center Ridge Company Pleaee have your Federal I.D. number ready and available. The depositor any portion thereof may be applied by the LANDLORD as a reimbursement for material. issued to or services performed directly for the CONTRACTOR including LANDLORPle correction of punch list items not corrected by the CONTRACTOR (see below). The DEPOSITOR agree. 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 TENANTS CONTRACTOR (which services may include the correction of punch Hot items and/or for the repair /replacement of property damaged by TENANTS CONTRACTOR). The depositor any then remaining balance thereof (lees a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANTS construction obligation* as required In the LEASE O \ -S1 I 1 1JO('1111 \ I C11 The CONTRACTOR will keep the following documents on-site during construction: L I 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 eat of drawing. will be the primary working drawings and displayed at all times during construction. U A complete set of Typical Tenant Drawings and a set of working d•aaingn bearing LANDLORDS starry of approval, ❑ A copy of the Letter of Authorization for Access (leaned lea( map mPr.eentathe at Pleccnsto ction Meeting.) ❑ LANDLORDS Construction Manual teemed to CONTRACTOR at the Reconstruction Meeting. (O \S I RL ( I ION RI ( It I RI N I S The following Rules govern construction on LANDLORDS property. All reference. to `CONTRACTOR* shall mean the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. MI reference" to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate, ■ spin i i ( )1)\ 01 i'R(iPl it I1 The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party'e property from damage. U. of fuel operated engines (naide the Mall and/or space will not be permitted. • 11111.I S I I \ ISIII.itS The CONTRACTOR shall provide adequate fire extinguishers within the premises tagged for date of inspection, while under construction. • SI I I ' 1(( I SS fi 1' \llk!N(I Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to ensure that ai construction employees working in the premise* use the designated parking areas. There will be no construction Leaflets allowed on the property, Parking MN not be permitted in any of the driveway., fire Lane and truck docks except for temporary loading and unloading, as approved bylaw LANDLORD. 11 N. 1\ I..S 1111h l III I. ,r s<rrc,La a+1 r�'�a , r.JT"pd GTE .. A l% rUiPtRA.4k 1 AA/ to. 4Y)- n _S , 714) 680- 4'mc1°i • lil tit ltl OI \I 111 NI 111 The CONTRACTOR shall be responsible to coordinate all material delhres to the premises. whether for construction, fbctaring or merchandising. All deliveries shall be nade through the rear door of the promisee either via the adjacent service comdor or truck dock area Contact the LANDLORD prior to the delivery of material* and equipment which are too large to enter through the mar door of the Premises. Any such items are to be delivered during NON - Shopping Center hours. Where there is no mar door to access epace, all deliveriee, trash removal. etc., must be coordinated before or after Mall operating hour*, according to LANDLORD'S direction. NO exceptions. 1111111; 5111 5 \SiU1111,1. The CONTRACTOR'S work area will be metticted to the Tenant's leased premises. Service and fire corridor. and truck docke shall be kept clear of all materials, equipment, debris and trash at all times, - ■ SI ( bit! I S i tI 119: Ili)tdi5 t'.i•1(lh The CONTRACTOR must receive the prior permission of the LANDLORD for work after normal working hours. ■ I \ \I)I1-1KI) S,S111 (;)1(1 \ The returnee construction work will be observed periodira & by the LANDLORD to verify that the work is being constructed as set forth in the Tenants Lease, Tenant Manual. Typical Tenant Drawings and Landlord approved Tenant Drawings. ■ S 111 11 The CONTRACTOR ehal be responsible to ensure that all Mk in performed in accordance with 0b,HA. standard.. The LANDLORD may, without any liability therefore, stop work that is In violation of 0.S.H.A. etandarcle or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR muet obtain a written permit from the Mall office prior to any 'hot" work (ex: welding, soldering, torch -work, etc.). it shall be the duty and responsibility of the CONTRACTOR performing any cutting or welding to comply with the safety provision. of the National Fire Protection Aesociatlonb National Fire Codes pertaining to such work and the CONTRACTOR shall be responsible for all damages resulting from a failure to so comply. ■ 11 \ 1t1 I K Temporary electric power will be made accessible for those Tensnt. where permanent power is not yet available Where permanent power's available, it le the meponeibility of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for contraction. Pernunent power.ehould be ascertained a. noon as possible. 7 11 \1P()I1 SIt1 11 5I I It Contact the LANDLORD for coordination of temporary water service. II t111111tII1 \1,1011 R. CONTRACTOR shall be responsible for changeover of utilities to CONTRACTOR and/or TENANT Account an soon ae possible. • II \11'(1125111 H1111 I k will bathe responsibility of the CONTRACTOR to provide adequate toilet facilities for at employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless npeclficaly authorised by the LANDLORD. The location for temporary portable type toilet facility most be approved by the LANDLORDprior to its placement. ■ II111'()u1 \ It1 ii 5111111 11)1 Prior to beginning any construction. the CONTRACTOR shall enure, If required bythe LANDLORD, that a temporary barricade Is installed at the storefront (see Shopping Center Manager for barricade drawings and detail*). Where a barricade has been erected Ivy LANDLORD ueing pre - formed panels, the LANDLORD.ehall extend the barricade pact 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') paet the storefront lease line. All barricades chat be extended or constructed during the non- operating hours of the .hopping center. No barricade* shall be removed or dismantled without expresses written consent of the LANDLORD. Any barricade removed without prior consent wit be reconstructed by the LANDLORD at the CONTRACTOR'S expends. • ( (1 \S11111 110\ SIG 1 S I The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall poet all signage as required by mall representative for public safety or general warning. I I. \ - 1 \.I 'S I \L.l \I I It (°t). cLLIttY1 FO.Y�tr 1RC�aa2 Cl )i11 ' P') . a Ft N _kiI ) ■ ,Ill1011- (.115111 ( i) \SItU l 110\ Prior to beginning any below grade construction and under slab confined spaces the Contractor must: L� Meet hazardous confined space requirements, LI Inform LANDLORD of the work to be undertaken and receive approval of same. (] Submit ALL construction materlale 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 completed, and submit copies of all photograph" to LANDLORD. Any Below Grade construction must be inspected by LANDLORD prior to baddllling. ; ■ .( () \( Ill (L Concrete must be saw-cut or core- drilled (no Jack - hammering or breaking of concrete is permitted). Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. ,A SI'R11 p11\Iiv, Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination.' AI \1 IRA, x 11 , 1 111 11 0., The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. ■'. (l\SI 11 ( I II l\ TI LANDLORD has established working bourn when tire contractor may perform 'notes,' construction (i.e.jackhammering, saw cutting, core drilling, "Hilts" type fastener guns, etc.). Contact the LANDLORD for restricted hours. LANDLORD memos the sole right to request that CONTRACTOR reschedule any activities deemed dieruptive to reeWlcted hour.. r■ it 5511 ISLJlll1 i!:•& #U Trash Removal - AN trash wit be confined to the premieres and removed at the end of each day by the CONTRACTOR. Any trash found in the service corridors. adjacent tenant units, and /or other public aurae will be removed by the LANDLORD and deducted from the CONTRACTOR'S deposit billed to the TENANT. The location of the CONTRACTOR'S dumpeter will be determined by the LANDLORD. LANDLORD'S dumpstera and /or compactor* are not to be used by CONTRACT=; SI \KLI R I I. 51\ 1)1111 The CONTRACTOR shall seek the LANDLORD'S prior approval at least two (2) days in advance of needing to drain the shopping centernprinkler evetem. No shopping center sprinkler system will be left drained overnight. All systems will be charged and operational when the CONTRACTOR leaver. for the night. A $75 fee will be charged for each time the LANDLORDS sprinkler system is drained or shut down to accommodate connection and tenting requirement. • P.11(11 1.:111.11 INS!, 51()11111( - 1110 \S The CONTRACTOR will not be allowed to penetrate the roof or adjust modify the LANDLORD'S eprinkler system, flntums utilities, structure, equipment or facfkiee without the LANDLORD'S expense written consent and will be done by the LANDLORD'S original contractor (or LAND- LORD'S designee) at the CONTRACTOR'S expense. ()1'I In! I \ (i HI 11 R111(1111 I INC, - In addition to any prior stated requirements, the following rulees apply to etoree.rsmaining open during remodeling. • 1 '11 1 ( l1 \S1Rt 1111\ 5111 1I \(, For stores remaining open during construction, The Store Manager must be present at the Pre- construction Meeting to discus" plans for the remodel, time span of remodel and related safety Issues. • 115K12I(.51ll The CONTRACTOR will be required to eohedule the construction in phases and provide a phasing barricade plan indicating where the barricade will be placed. Sllt'111IS k 1ti112rill(RS551111k The CONTRACTOR must receive prior permission of the LANDLORD for work after normal working hours. In addition, the Store Manager and the CONTRACTOR must prepare for and indicate whether a Security Officer or other service in needed. The LANDLORD will not be responsible for the security of the CONTRACIORS or the TENANTS property. 51 I (.() \rt( 1.. NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 . Fax : 2061244 -8607 • 1 11 In addition to the 0.S.H.A. safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: LI Provide a minimum of a four foot (4) barricade around all construction areas. LI Apply plastic sheeting from the barricade up to the ceiling eo ae to minimize duet and related damage to merchandise, customers and the public mall areas, 0 Verify that all workman's tools, ladders, and loose construction sup are out of the customers, and specifically, children's reach. L] Verify that any overhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. LI Verify that the store has down -sized ire stock proper eo ae to remain open for businees and still accommodate clear fire exit. through both the rear and the front of the store. L] If there in any storefront remodeling required, the CONTRACTOR will be required to erect a barricade per the above details. OPE\f\(a a RI ( I RI: \Ir ? \I IS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. • Punch Liet: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final obeervation and compile a 'punch lint. The premise. will be allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. ■ I,Ii \ 1151%1 ltS k MIN) 1%,111 - The CONTRACTOR will be required to submit the following iteme at the end of the construction (forma are available from the LANDLORD): ❑ An original notarized °General Contractor's Affidavit and Final Waiver of Lien CI The original signed and notarized °Subcontractors Affidavit and Waiver of Lien" for each contractor. I I\ 1\ I - .i (il:l11)1\ S I (111 Tel: 216/892- Jacobs Brothers Co. 25425 Center Ridge Road Cleveland, OH 44145 Tel: 216/871 -4800 Fax: 216/892 -2308 TYPICAL - TENANT GUIDELINES TTG - ®1 � 22 UNIT NUMBER c2 JE(.1 DBA I - Ii IS Slit {1:.1 Alli 111 IN( 'I.L l)EI) 1S 1'AR 1 0l 1 1 t 1 'S_Stl111111 1 1`51 O 1111 1- VS1)1O121), l(R 5l.. IIIORO 71(S II SI'll\(: )URISI)1Cl k)N - %Nl) lill)9)IV(i ( 'ON - 112:1( l ORS The Richard'1.. Jacob, Group JCR NUMBER REVISIONS 5 -1 -9l* REVISED OY: FILE NAME. WINO Nl1AU3ER: CITY OF TUKWILA lAi >93 PERMI DRAWING SUB t ISSION K RiN'II %% CNh(;KI:IS TENANTS SUBMISSION CHECKLIST TENANT'S drawing submission must include one (1) sepia and two (2) biuelines. PRELIMINARY CONCEPT: WORKING DRAWINGS: LI Storefront Elevation (with sign) Working Drawings )trust be ❑ Storefront Section(o) submitted in the following order, UU Details at Neutral Pier(s) r] LANDLORD'S TTG -01 Sheet ❑ Details at LANDLORD'S Soffit ❑ Architectural f] Floor Plan f] Electrical LJ Reflected Ceiling Plan ❑ LANDLORD'S TTE Sheet(s) LI Interior Elevations I] PLirmbing L] Longitudinal Section ❑ HVAC LI Material Sample Board i] LANDLORD'S TTM Sheets) LI Photo of Similar Store LI (other drawings) LANDLORD'S REVIEW CHECKLIST NOT DRAWING APPROVED APPROVED PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC THIS AREA FOR LANDLORD USE ONLY... 'DT6-coi I REVISE & RESUBMIT NOT ES: RESUBMISSIONS: TENANT shall resubmit drawings within ten (10) days. All resubmieeions shall be COMPLETE sets with one (1) net of sepia. and two (2) bluelines. SIGN: This review does not include final approval of TENANTS sign. Prior to fabrication & installa- Rion of TENANTS sign, TENANT'S sign fabricator (sign company) shall submit three (3) sets of shop drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD, no changes shall be made in TENANTS Drawings except upon the PRIOR written consent of the LANDLORD. AS- GUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built seplas to LANDLORD. NOTE: DRAWINGS WITH I� IN THE LOWER RIGHT HAND CORNER ARE APPROVED BY LANDLORD LANDLORD'S approval of TENANTS Drawings is contingent upon TENANTS compliance with LANDLORD'S commence and ehall not be construed eo as to hold LANDLORD liable for either the architectural and engineering design of the Promisee or the accuracy of the Information contained in TENANTS Drawings. Should any conflict arise between any of TENANTS Drawings and the Lease, the applicable portion(.) of the Lease shall be determinative. LANDLORD'S approval of TENANTS Drawing. will in no way alter, amend or waive the requirements or criteria of the Lease. a E RE 'STEREO RITE our . SHINGTON, SOUTHCENTER MALL MRTERIAL LEGEND NUMBER MATERIAL/DESCRIPTION MANUFACTURER'S NUMBER COLOR SIZE REMARKS GB i GYPSUM BOARD USG OR EQUAL NA 5/8" TYPE "X" REFER TO ELEVATIONS FOR PAINTED FINISH 2 X 4 LAY -IN CEILING WITH SUSPENSION GRID "USG" AUROTONE FISSURED PANELS FIRECODE #585 OR - EQUAL WHITE 2 X 4 X 5/8" WITH "USG" DX SUSPENSION SYSTEM J ROOM NAME FLOOR FL 1 . MAPLE WOOD FLOORING "HARTCO" PATTERN PLUS 5000 NATURAL MAPLE 3" STRIP 3/8" X RANDOM LENGTHS, HEARTWOOD THRU- GRAIN, PREFINISHED FL-2 VINYL COMPOSITION TILE "CONGOLEUM" 01 -47 OK EQUAL EARTHEN BEIGE 12" X 12" NUMBER FU-3 SHEET VINYL FLOORING " CONGOLEUM" FLOR -EVER 5005$ OR EQUAL SAND MAT. 6" COVED BASE ST -1 POLISHED LIMESTONE TILE POLISHED LIMESTONE TILE CREMA EUROPA 24" X 24" X 3/4" AVAILABLE FROM MARMOL EXPORT, 714.939 -0697. GROUT TO MATCH. 5T -2 POLISHED LIMESTONE TILE POLISHED LIMESTONE TILE CREMA EUROPA 12" X12" X 3/8" AVAILABLE FROM MARMOL EXPORT, 714.939-0897. GROUT TO MATCH. T.G. FACTORY 1 3 / A4 REFER TO DETAIL X CLEAR TEMP. B -1 MAPLE WOOD BASE FINISH TO MATCH FLOORING NATURAL MAPLE REFER TO DETAIL A - T.G. FACTORY 1 3/ A4 REFER TO DETAILX TG -1 CLEAR TEMPERED GLASS FIELD VERIFY 512E CLEAR 1/2" THICKNESS NEW GLASS TO MATCH EXISTING M -1 CLEAR MIRROR G3-1 CLEAR 1/4" THICKNESS POLISH ALL EXPOSED EDGES NONE - PAINT WALLS VISIBLE FROM SALES AREA DOOR SCHEDULE J ROOM NAME FLOOR BASE N WALL E WALL S WALL HRDWARE CEILING DETAILS MAT. MAT- NUMBER WIDTH HEIGHT TYPE THICK. MAT. FINISH GROUP HEAD JAMB SILL GLASS RATING REMARKS _ 1 7'-O"(pair) 8' -O" A - T.G. FACTORY 1 3 / A4 REFER TO DETAIL X CLEAR TEMP. - FEILD VERIFY SIZE 2 - 7-0 "(pair) 8'-0" A - T.G. FACTORY 1 3/ A4 REFER TO DETAILX CLEAR TEMP - FIELD VERIFY 512E NONE GB-1 NONE GB -1 NONE G3-1 NONE GB -1 NONE NONE - PAINT WALLS VISIBLE FROM SALES AREA REFER TO INTERIOR ELEVATIONS FOR SPECIFIC PAINT AND TRIM LOCATIONS. GYPSUM BOARD FINISHES IN STOCK ROOM ARE 50T1-1 NEW AND EXISTING TO REMAIN, FIELD VERIFY. I I I 'I I I I FIELD VERIFY HEIGHT AND WIDTH OF STOREFRONT DOOR5 - EXIT DOORWAYS SHALL NOT BE LESS THAN 36" IN WIDTH AND AND NOT LESS THAN 6-8" IN HEIGHT. PROJECTIONS, INCLUDING HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32' CLEAR WIDTH. . I I I 11 I I I FINISH SCHEDULE J ROOM NAME FLOOR BASE N WALL E WALL S WALL W WALL CEILING REMARKS MAT. MAT- FINISH MAT. FISH MAT. ' RIM MAT. FINISH MAT. FINISH .. SALES AREA FL -1 3-1 GE -1 P -1 TG-1 - TG -1 - GB -1 P -1 GB-1 P -1 REFER TO PLAN FOR STONE TILE ATENTRY STOCK ROOM FL -2 NONE GB-1 NONE GB -1 NONE G3-1 NONE GB -1 NONE NONE - PAINT WALLS VISIBLE FROM SALES AREA REFER TO INTERIOR ELEVATIONS FOR SPECIFIC PAINT AND TRIM LOCATIONS. GYPSUM BOARD FINISHES IN STOCK ROOM ARE 50T1-1 NEW AND EXISTING TO REMAIN, FIELD VERIFY. I I I 'I I I I PAINT.FJNISH LEGEND' NUMBER, is P -1 P -2 P -3 For Steel Doors and Frames Paint Rnish, Interior tow Gloss Dismal • For. Gypsum Bowel Surface. Paint finish, Interior Semlgloss,Enamel TERUU.ID ijs r For Toilet Room Walls and Ceiling Paint Finish, Interior Semigloss.Enamei ALL PAINT TYPES SPECIFIED ABOVE ARE BY DUNN - EDWARDS. UNO. FACfl RERrB NUMMER lstODAT VINYLASJ-TICWI01 2nd COAT: SIIPREMA W411 3rd.COAT SUPREMA W411 1st COAT VINYLASTICWI01 3rd COAT: DECOGL0 W450 3rd, GOAT: , DECO.GLO W450 1st COAT CORROBAR43 -5 3rd COAL• DECOGLOW 450 3rd COAT DECOGLO W 450 'COLOR BONE WRITE - WW427 BONE WHITE WW427 BONE WHITE - WW427 REQUESTS TO USE AN ALTERNATIVE PAINT MANUFACTURER MUST BE SUBMITTED AND APPROVED IN. WRITING BY THE ARCHITECT. PRIME AND PREPARE SURFACES ACCORDING TO MANUFACTURERS SPECIFICATIONS. FINISH COATS SPECIFIED ARE MINIMUM: ALL FINISH COATS TO COVER! REMARKS NOT USED NOT USED DOOR HARDWARE THE HARDWARE SUPPLIER SHALL FURNISH ALL FINISH HARDWARE REQUIRED FOR THE WORK. WHERE SPECIFIC HARDWARE 15 NOT INDICATED , PROVIDE THE SAME HARDWARE REQUIRED FOR SIMILAR DOORS IN THE BUILDING. HARDWARE GROUP 1 1. 33W 2 PAIRS BACK TO BACK PUSH BASS #2986 X 630 C TO C = 40" 2. 2 CLEAR TEMPERED GLASS DOOR5 BY MITE VUE / KAWNEER WITH BV -13000 SERIES FITTINGS, OR .. EQUAL. PROVIDE PATCH FITTINGS FOR TOP CORNER PIVOTS, DEAD BOLTS FOR BASE RAIL, AND ALL OTHER FITTINGS AND HARDWARE REQUIRED FOR A COMPLETE INSTALLATION. ALL FINISHES TO BE US -260 SATIN CHROME. 3. TRIMCO 2 DUST PROOF STRIKES #3910, STAINLESS STEEL 4. TRIMCO 2 FLOOR MOUNTED STRIKES #1214, CHROME PLATED CYLINP R LOCKS TQ BE QUICK CHANGE TYPE BY `U - CHANGE ". 0300)253-5525. COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FOR INSTALLATION OF THE TEMPERED GLASS DOOR5. GLASS THICKNESS FOR DOORS AND STOREFRONT GLAZING - THE GLAZING CONTRACTOR'S RESPONSIBILITY. IN HIS SELECTION THE CONTRACTOR WILL BE GUIDED BY THE DRAWINGS: BY THE DOOR MANUFACTURER'S RECOMMENDA11ON5, BY CODE REQUIREMENTS, AND BY LIVE LOADS AND OTHER STRESSES WHICH MAY EFFECT GLASS PERFORMANCE, INSURE THATTHE DOOR PIVOT POINT ALLOWS EACH DOOR TO BEHELD OPEN (BY DUSTPROOF STRIKE) AT 90 DEGREES, PARALLEL TO WALL OR CASEWORK. SET DOOR STOPS SO DOOR MAY NOT BE OPENED BEYOND 95 DEGREES. BV- 13101-H TOP CORNER FITTING WITH PIVOT HOUSING . A ALL GLASS TEMPERED STOREFRONT DOORS DOOR TYPES FUNCTION Prot housing for top piest block asaembty. SPEt:IFICATIONS Constructed of sold machined seminars. Cever Plates of sold machined akalarom -bass or b plated brass. ComOates can bei m.. from both sides tor tnslaliallon .Resswaappled or Y. glass RELATED FITTINGS • BV4311DH Ransom /3 - dNte Pivot Bracket. BV- 13111 -H Trmbom to Well Mao( Bracket. BV-i3120 -H Transom to Wall Fed Bracket BV-13121 -H Traneom Doable Pisol Bracket 6V- 13122 4f Transom Ph. Bratlel with Door Stop. Bv-360.1T Top . ' B,360- pNa ZT Top P B•980-3T Tap Pivot NsL 8W360WB Walking Beam Top Pivot SUt3`^:7 (ALS cathy jean Stoneridge Mall, Space C -112 Pleasanton, CA 94566 Schedules CITY OF 1 v 1 D AP H'11\1t 2 E 1998 R\■ILDING DIVISION siTt GENTALEN ARCHITECTS Inc 607 E. Chapman. Avenue, Fullerton, CA 92831 714. 680 -3925 Al ECEIVED CITY R OF TUKWILA MAR 1 1 1998 PERMIT CENTER 4TRUCTION TO DETERMINE 1-TE COMPLETE E7CTENTOFREQLNRED O MOLTION.`" a REMOVE ALL FLOOR COVEPJNGS BACK Xg CONCRETE SLAB OR SUBFI.C4R. 'PATCH. REPAIR AND LEVEL FLOOR SLAB. PATCH ANYVOIDS IN FLOOR SURFACE FLUSH WITH ADJACENT FLOOR FINISHES. PREPARE - SURFACES FOR NEW FINISHES - CONTRACTOR SHALL INCLUDE ALL ASSOCIATED COSTS WITH REMOVAL AND .NEW FLOOR.RREPIN HIS CONTRACT PRICE. 10. CONTRACTOR SHALL REPAIR ANY DAMAGE DEMISING WALLS BUILD94NEUTRAL BAND / SOFFIT` NEUTRAL PIERS, CRRIDORS, FIREPROOFING CONCRETEOR ANY ADJACENT SURFACES CAUSED AS_KE5ULT0E_ThIS WORK: 3 . .h.. -m . �. cathy jean Southcenter Mall, Unit B236 Seattle, Washington MAK 0 e 1999 POCIMNiflM9 FCIIIINO. 101 DISABLED AI;GE$ REQUIREMENTS. SITE DEVELOPMENT L 'EXISTING 51TE t5 DEVELOPED 50 THAT ALL PRIMARYBUILOINta'EM RANCE3 nRC' ACCESSIBLE TO THE PHYSICALLY DISABLED FROM BOTH THE1 if3IM WAY"AND' FROM THE SPECIAL PARKING SFACE(5) PROVIDED FORME DISABLED,, PARKING 1. MALL PROVIDES REQUIRED DISABLED PARKING SPACES. 2. DISABLED PARKING SPACES ARE LOCATED SO AS NOT TO REQUIRE ITS USER TO WHEEL OR WALK BFJiINO ANY OTHER DISABLED OR NON-DISABLED PARKING SPACE. • 3. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY DISABLED ARE PROVIDED FROM EACH DISABLED PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. 4. PHYSICALLY DISABLED PARKING SPACES.ARE LOCATED AS NEAR AS PRACTICAL TO A PRIMARY ENTRANCE(S). 5. WHEN DISABLED PARKING 15 LOCATED SUCH THAT THE PATH OF TRAVEL FROM THE DISABLED PARING SPACE(5) TO A BUILDING OR FACILITY RF_QUIRF-.9 A DISABLED PERSON TO TRAVE INTO THE PUBLIC WAY, THE ENTIRE PATH OF TRAVEL INCLUDING THAT PORTION IN THE PUBLIC WAY, SHALL CONFOR M TO ALL APPLICABLE CODE REQUIREMENTS." - ENTRANCES 1. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACIUTIES'SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. 61SI13LE FROM APPROACHING PEDESTRIAN WAYS. 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION_ OF A DOOR NOT LESS THAN 3 FEET IN MOTH AND NOT LESS THAN 6 FEET, 8- INCHE5INHEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR MOTH OF THE DOORWAY IS NOT LE55 THAN 32 INCHES. 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 5. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30- INCHES AND 44- INCHES ABOVE THE FLOOR DEMOLITION REQUIREMENTS ALL DEMOLITION SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE PROVISIONS OF FEDERAL STATE AND LOCAL LAWS RULES, CODES; REGULATIONS, SAFETY ORDERS, COMMUNITY ORDINANCES. VERIFY LOCAL GUIDELINES AND RESTRICTIONS FOR OEMOL TION WORK, DUMPSTER LOCATIONS: CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL SUCH REGULATIONS. ' 2 THE STRUCTURAL INTEGRITY OI AIi PORTION OF THE EXISTING STRUCTURE. 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE MAINTAINED THROUGHOUT THECOURSE OF WORK, PROVIDE BRACING AND SHORING AS REQUIRED. VERIFY AND PROVIDE ENGINEERING FOR TEMPORARY SUPPORT A5 NECESSARY. 3. -- SCHEDULE DISPOSAL AND ESTABLISH HAULING ROUTES IN ADVANCE TO PREVENT -ME ACCUMULATION OF DEMOLITION DEBRIS. SPILLAGE : - RESULTING FROM HAULING SHALL BE REMOVED IMMEDIATELY. 12. 4. MATERIALS, MACHINERY AND EQUIPMENT SHALL NOT BE STORED ON SITE • BEYOND THE NECESSARY LENGTH OF TIME - REQUIRED FOR USE IN THE WO VERIFY STORAGE LOCATIONS WITH THE LANDLORD: MATERIALS SHALL NOT BE STORED OR DEPOSITED WITHIN THE PUBLIC RIGHT GF WAY WITHOUT SPECIFIC APPROVAL. AT THE LIMITS OF DEMOLITION WORK PROVIDE NEAT, ORDERLY AND CLEAN JOINTS, LINES, AND EDGES OF SURFACES. REPAIR OR REPLACE ANY MATERIALS OR SURFACES TO REMAIN WHICH BECOME EXPOSED, OR DAMAGED AS A RESULT OF DEMOLITION WORK. 6. THE CONTRACTOR SHALL REPAIR ORREPLACE ALL EXISTING IMPROVEMENTS, UTILITIES, PAVEMENT ETC. ON THE PROJECT SITE, ON ADJACENT PROPERTIES AND /OR IN THE PUBLIC RIGHT OF WAY WHICH ARE DAMAGED A5 A RESULT OF HIS OPERATIONS AT NO ADDITIONAL COST TOTHEOWNER. RESTORATION AND /OR REPLACEMENT SHALL BE AS NEAR AS REASONABLY POSSIBLE TO THE ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING DEMOLITION SO ASNOTTO DAMAGE OR DISRUPT UTILITIES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER TENANT SPACES.. CONTRACTOR WILL BEAR SOLE - RESPONSIBILITY ' FOR ANY SUCH DAMAGE OR DISRUPTION. • TH2 FI:OOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SI"iAL. * LEVEL. AND CLEAR, TINE LEVEL AND CLEAR,AREA SHALL MVO A I.ENGT)! iN THE VTRECTION'OF DOOR SHANG OF A LEA5T60 -WAKES AND THE LENGTH OPPOSITE THE DIRECTIONS THE DOOR:SWINGtOF 44-INCHES AS MEASURED RIGHT ANGLES TO THE PLANE OF THE©DOR IN ITS CLOSED 7. THE IVIDTH OP THE CLEAR AREA ON THE SIDE TO.WHICH.THE D005 SIIOMGS =SHALL EXTEND 24-INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EIRERIOR DOORS AND 18- INCHES PAST THE STRIKE EDGE FOR-INTERIOR • S. THE FLOOR OR- LANDING SHALL BE NOT MOP.E THAN 1/2 -INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE* LEVEL BETWEEN 1/4 -INCH ' AND 1/2 -INCH SHALL BE BEVELED WTHA SLOPE NO GREATER THAN ha 9. THE BOTTOM OF ALL DOORS EXCEPT AUTOMATIC AWL) SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOOR'S ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. SANITARY FACKLOES(GENERAL) NOT USED 1. WHEN SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE FLOORS OF A BUILDING, THEY SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. . 2 ALL DOORS LEADING TO SANITARY FACILITIES SHALL HAVE 32 -INCH CLEAR UNOBSTRUCTED OPENINGS. 3. DOORWAYS LEADING TO UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A 12 EQUILATERAL TRIANGLE SUPERIMPOSED WITH A 12 DIAMETER CIRCLE. • SIGN SHALL BE 1/4° THICK, CENTERED ON DOOR, 60" HIGH IN CONTRASTING COLOR. REMOVE ALL EXISTING CABINETS, SLAT WALLS, SHELF STANDARDS, DISPLAY SHELVES, MIRRORS AND OTHER MISCELLANEOUS EQUIPMENT. REMOVE EXISTING PARITITIONS WITHIN THE DEMISED PREMISES UNLESS NOTED, OTHERWISE. • DOSTING_WALLS.THAT CANNOT BE PATCHEDOR REPAIRED TO RECEIVE-SCHEDULED FINISHES ARE TO BE REPLACED WITH 5/8" TYPE "X" GYPSUM WALL BOARD. CONTRACTOR IS TO INSPECT THE EXISTING SPACE AND DETERMINE FINISHED WALLS ' TO REMAIN PRIOR TO SUBMITTING BID. REMOVE ALL ELECTRICAL ITEMS INCLUDING LIGHT FIXTURES, CONDUIT, WIRE, DEVICES EQUIPMENP. VERIFY PANELS / SUBPANELS TO REMAIN AS PART OF NEW IT 15 THE INTENT OF THE DEMOLITION PLAN TO SHOW THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE SPACE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AS A WHOLE DEMOLITION 15 NOT LIMITED TO ITEMS SPECIFICALLY SHOWN. NOM ACCOMMODATION TOILET FACILITIES 1. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30- INCHES WIDE BY 48- INCHES LONG TO ENTER . THE ROOM AND PERMIT THE DOOR TO CLOSE. • 2. THE WATER CLOSET SHALL BE LOCATES IN SPACE WHICH PROVIDES A 28- INCH WIDE CLEAR SPACE FROM A FIXTURE OR A 32 -INCH WIDE CLEAR SPACE FOR A WALL. ONE SIDE AND 48- INCHES 'OF CLEAR SPACE IN FRONT OF A • WATER CLOSET. 3. A CLEARSPACE FROM THE FLOOR TO A HEIGHT OF 27- INCHES ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60- INCHES, OR A CLEAR SPACE NOT LESS THAT 56- INCHES X 63- INCHES IN SIZE SHALL BE PROVIDED. DOORS IN ANY POSITION MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12- INCHES. TOILET ROOM FIXTURES AND ACCESSORIES 1. THE HEIGHT OP ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. 2. PROVIDE 18 INCHES FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL. 3. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH. VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRES TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. 4. • .A CLEAR FLOOR SPACE 30 INCHES WIDE X48 INCHES LONG SHALL BE PROVIDED IN,FORM OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 5. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29 INCHES;FROM THE. FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. . 6. A PROJECTION OF A LAVATO1cr COWL INTO THE 8 INCH CLEAR SPACE, THEREBY REDUCING THE CLEAR HEIGHT BELOW THE LAVATORY TO NO LESS THAN 27 INCHES AT 8 INCHES BACK FROM THE APRON, MEETS THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE. A MAXIMUM HEIGHT OF 34 INCHES TO THE TOP OF THE LAVATORY 15 RECOMMENDED. 7. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 8. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE.NO GREATER THAN 5 LBF. LEVER - OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE. EXAMPLES OF ACCEPTABLE DESIGNS. SELF- CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 9. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE THAN 40" FROM THE FLOOR. 10. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40 INCHES FROM THE FLOOR. 11. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. GRAB BARS 1. . GRAB SHALL BE LOCATED ON EACH 510E. OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG. 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE I -1/4 INCHES TO I -1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 4. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1- 1/2 INCHES. 5. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL DE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 7. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/6 INCH. tr I I 4 , �L II II L REMOVE L ;1 EXISTING � PARTITIONS i I REMOVE EXISTING I STOREFRONT I ( EXISTING 1 STORE FIXTURES / SLATWALL REMOVE ALL EXISTING FLOORING i / X7 THE NEW FINISHED FLOOR IS TO BE FLUSH AND LEVEL THROUGHOUT THE SALES AREA AND FLUSH WITH THE EXISTING MALL CONCOURSE FINISH: PREPARE AND LEVEL SUBFLOOR AS REQUIRED REMOVE EXISTING SOFFIT FRAMING AND CEILING DROPS DEMOLITION PLAN NOT TO SCALE NORTH 1 DEMOLITION PLAN LEGEND EXISTING WALL TO REMAIN WALL TO BE REMOVED REFER TO PLANS AND ELEVATIONS TO DETERMINE THE COMPLETE EXTENT OF REQUIRED DEMOLITION. EXISTING DEMISING WALLS TO BE PATCHED OR REPAIRED AS REQUIRED TO CONFORM TO LANDLORDS REQUIREMENTS. F j SUM ITT LS Demolition Requirements Disabled Access Requirements sEk GENTALEN ARCHITECTS Inc. 607 E. Chapman Avenue, Fullerton. CA 92831 714.680 -3925 °M r, MAP I 1 1998 PERMIT CENTER ?FFI - r . 51e3". {10'0 110 1,0 II Display Column I CLASS 914ELVNC? SHOLUN CIQTTEO Nifc. °L1/NET2) SALES -- IMPORTANT: OFFSET FRAMING 5/8" FOR PILASTERS TO -_ I RECEIVE MIRRORS - REFER TO INTERIOR _ - ELEVATIONS FOR PETAL REFERENCE _ 1..I METON E PIQOJECTIt�G I_INff FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN I I NEW METAL STUD PARTITION WALL REFER TO DETAILS KEYNOTE REFERENCE COLLIMI J -/ gRIC LINE EXISTING MALL FLOORING, STONE TILE FLOORING AND WOOD FLOORING TO BE FLUSH AND LEVEL. ADJUSTSUBFLOOK AS REQUIRED. NUMBER REFER TO MATERIAL LEGEND, SHEET Al IMPORTANT STOCK SHELVING IS 10 IN HEIGHT; RELOCATE OR PROVIDE FIRE SPRINKLERS AS REQUIRED TO ACCOMODATE SHELVING F REFLECTED CEILING PLAN SYMBOLS REFER ALSO TO LIGHT FIXTURE SCHEDULE 0 RECESSED DOWNLIGHT ❑ 2 X2 RECESSED FLUORESCENT (Nor Lf EO CHAIN HUNG FLUORESCENT FIXTURE TRACK LIGHT FIXTURES AND POWER TRACK T:= EMERGENCY LIGHT SUPPLY AIR DEVICE - SEE MECHANICAL I CEILING HEIGHT REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE LIGHT FIXTURES ARE NIC x�TV CEILNG- LJJ !HaloE.. RE FLOOR PLAN / CEILING PLAN KEYNOTES 1 LINE OF SOFFIT ABOVE SHOWN DOTTED - TYPICAL 2 WRAP COUNTER LOCATION SHOWN DOTTED 3 STOCK SHELVING SHOWN DOTTED - TYPICAL 4 LINE OF STOREFRONT GLASS 5 PROPOSED ELECTRICAL PANELBOARD LOCATION, REFER TO ELECTRICAL B FRAME TIGHT TO EXISTING COLUMN. NOTE MIRROR ONE SIDE 7 • CENTER POWER TRACK ON CEILING BETWEEN SOFFITS / PILASTERS 8 CENTER RECESSED DOWNUGHTS ON DISPLAY BAYS AND BETWEEN POWER TRACKS. 9 CENTER NR SUPPLY REGISTERS BETWEEN FLUORESCENT LIGHT FIXTURES REFER TO MECHANICAL DRAWINGS 10 PROVIDE FLUSH ACCESS PANEL THIS SIDE OF SOFFIT 11 PATCH, REPAIR OR REPLACE MALL FLOORING AS REQUIRED TO MEET NEW FINISHED FLOOR. PROVIDE MALL FLOORING AS REQUIRED TO LEASE UNE. 12 PATCH, REPAIR OR REPLACE EXISTING GYPSUM BOARD TO RECEIVE SCHEDULED FINISH 13 FRONDE AND INSTALL FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPARTMENT 14 WALL TO BE MINIMUM HZ-Cr HIGH 5u I TALro cathy jean Southcenter Mall, Unit 5236 Seattle, Washington Plans ifEk 7 E. CFaprrlal 9 OS REG14TERE ancH l ` ;. 24 R o 6 19� �i*A76Ik wa+inMCroNt G ENTALEN ARCHITECTS Inc. Avenue, F SF. CA 92E31 714. 890.3925 43 RECEIVED CRY OF TUKN LA MAR) 1 1918 PERMIT CENTER' ront Etevati W J 1n I-0 1/4 " JOIN' 2 LA ID EQUAL OIVi IONS TG i ) CLEAR ¶M P G! AGS PEGA FOP. . I / 1 514 /till = lO mileFeore REVEAL P"? �OL ApprQO e - 5'rAIVOAR _ EXiSi STONE TILE VENEER TO BE APPLIED mail MINIMUM GROUTED BACKING SPACE WHICH 15 REINFORCED WITH NOT LE55 THAN 2 X 2" NO.16 GAUGE GALVANIZED 16 E MESH PLACED OVER WATERPROOF PAPER BACKING AND ANCHORED DIRECTLY TO 5111D CONSTRUCTION. STUD SPACING SHALL NOT EXCEED 16 INCHES ON CENTER. THE GALVANIZED WIRE MESH 15 TO BE I ATTACHED TO STEEL STUDS WITH WIRE I TIE5. THE GROUT FILL SHALL BE PLACED FILL THE SPACE INTIMATELY AROUND THE MESH AND VENEER FACING. ' SIM SuS1 i rAt, >3 * I Fi €GISTEREo7M4R Q 6' 19.90 A AA RC � «�w ar � . wT!7i T'wT': � wNF:s�c*ewle p ppPO\IE D MAR 2 6 1998 BUILOtNG DIVISION cathy jean Southcenter Mall, Unit B236 Seattle, Washington GENTALEN ARCHITECTS Ihc. 807 E CTapman Avenue, Fullerton, CA 92831 714. 680 -3925 A4 5111' OFETUKWILA MAR. 1 1 1998 PERMIT CENTER j E BRA �CQ�IAC'Erv"f �`1 LIN@ ALUM. - - l� NOLORo'S Nc 10EOMNTG JEGTfNCw LEA LINE LINE O.P OFF 1 P6OvE. _ IhlSTALi.A STOVE TILE VENEER TO BE APPLIED WITH 1.RNQI MBNMIM GROUTED SALTING SPACE WHICH IS REINFORCED BY NOT LESS THAN 2-INCH SY2 -INCH NO.. GAUGE GALYANIiED WARE MESH PLACED OYER WATERPROOF PAPER BACKING AND ANCHORED DIRECTLY TO STUD CONSTRUCTION. STUD SPACING SHALL NOTF)O:EED .: 16 INCHES ON CENTER. THE GALVANIZED :WIRE ME9H IS TO RE ATTACHED TO STEEL STUDS WITH WIRE TIES. THE GROU( SHALL BE PLACED TO FILL THE SPACE INTIMATELY MOM ME MESH AND VENEER FACING: PROVIDE SIGNAGE THAT STATES IN 1" HIGH BLACK LETTERS:. °THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS" 2 RECESSED STANDARDS EACH SIDE OF OPENING, REFER TC COLUMN DETAIL 2 RECESSED, STANDARDS EACH SIDE.OF• OPENING,REFER TC COLUMN DETAIL KEC ;Ar° .' LINe •.' STAN ilk.' E. 1 L . - sroc< 5HOU N NCI ROTTED UNOEf161QE DF EX13TnI IG ETRu CTURE E.XIJTI'ci OffmisNG IJJA PROVIDE SIGNAGE THAT STATES IN 1" HIGH BLACK LETTERS: THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS" N7© LIB I /4d Lo 144'' =1 -O CITE OF TUKV�IIA PP ""\jED MAR 2 6 199 ONISION °JLJ M ITTR Interior Elevations e GENTALEN ARCHITECTS Inc. 607 E. Ctt9pmen Averue, Wlertpn, CA 92831 714. 680 -3825 A TTY OFETUK OILA MAR 1 I 1998 PERMIT CENTER SCREW BRACING TO STUD INFILL W/ 3•a8. / ScREW5 VERIFY STRUCTURAL F RAM I NG SCREW 0RA4114G' TO WALL. - STUDS W/ 3 18 SCREWS' REFER TO 'CE ILING PLAN' �!1M Du , rJRM G' ATN7' TC� A' r� u.7AU -- CLEAR TEMPERED GLASS RECESSED GLAZING CHANNEL MINIMUM REQUIRED WIDTH Storefront Head GLAZING CONTRACTOR TO VERIFY THICKNESS TgtASS : _. Ij1 SCAL-E MALL DECK- • • 2 I /2" STUD INFILL ANCHOR TO TOP BOTTOM CHORD CHORD 3 5/ x20 GA. MTL. STUD BRACING Q 48" O.G. R 'CE IL ING EFER TO PLAN' 3 5/8" x 20 GA. MTL STUDS • 16" O:C. WITH (e) LAYER 5/8" TYPE 'X' GYP .BOARD 'TYP. EACH AM-NUMBER fii6 P 1 NQ r. FOR POWER-DRIVEN FASTENERS (SILL ANCHORAGE) LSE. ERICO TOOL FASTENERS - ICBO. 4546.. HILT! INC. ICBO 'ER 1290. 'ITV/ RAMSET/ <RED HEAD - ICI3Q , ER 1141 OR EQUAL (TYP.) Partition Wall SECURE 0TM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN . . 1490 e MAX. SPACING OF 24" 0.C. - 13 . Ul.l SCAL Drywall Reveal at Storefront Stone Butt Joint Storefront Glass Recessed Standard Installation 9 Storefront Sill Stone. Tile at Wood Floor CONTINUOUS STAINLESS STEEL DIVIDER i ,"'L SCALE �LILL SCALE SUSPENDED GYPSUM BOARD CEILING REFER TO 02 SOFFIT FRAMING 3-5/8" 20 GA METAL STUDS 0 16" OC 3 -5I8" 20 GA METAL STUD BRACING 04B"OC ADJUST SOFFIT - FRAMING TO ACCOMODATE RECESSED DOWNLIGHT SHOWN DOTTED EXISTING DEMISING WALL SHELVES AND BRACKETS BY OWNER - VERIFY STANDARD COMPATIBILITY - uD` 7nlnNHRlnulHlITnWHlWIU1WIIITIIIll� �� Floor Transition Typical Door Jamb TYPICAL INSTALLATION • . CAPITOL 8TUD ADAPTERS` Capita stud Adapt. w dimply rW sully Instanep ae Illustrated te.gwy, Mitt the .. mph.. Inwl M amen. only • thin slot is ylebli Instirt Capitol bracket: mat 0.. on. THE NEW FINISHED FLOOR I5 TO BE FLUSH AND LEVEL THROUGHOUT THE SALES AREA AND FLUSH WITH THE EMOTING. MALL CONCOURSE FINISH: PREPARE AND LEVEL SUBFLOOR'AS REQUIRED OH VERIFY FURR -OUT FROM EXISTING WALL WITH NEW STUDS AND RECESSED STANDARDS, REFER TO INTERIOR ELEVATIONS FOR STANDARD SPACING INSURE STANDARD COMPATIBILITY WITH OWNER'S SHELF BRACKETS "CAPITOL" RECESSED STUD ADAPTER STANDARD 2328 X 72" , (3-LINE SERIES Section thru Typical Display Shelving 3 -5/8" X 20 G METAL STUD EACH SIDE 3-518" X 20 GA METAL STUD 0 16 " - TYPICAL J I ll I/2= 1-O I " - ( -012 1AtL LUR SUbM Details GENTALEN ARCHITECTS Inc. 607 E. Chapman Avenue, Fullerton, CA 92631 714. 6843925 D1 CITY OF MAR t 1 1998 PERMf CENTER NOtE law AD 4SCEHT RAW) TO aLNG MAN CROW 1o' ACa06TKAL TILE a:G ON 6UEFOOCI GRD SYSTEM NOTE DG ki6UEFeeoi6Y5T61e'tw FAG11 D err UEr:NTH;'NG.,CokrkY& TM . QE oitflollE a P* FO(.LCMNG IPI E P At� I IsP T • rans.al41j 0E6 NQ :S- GALE Stapp)) Stone Tile Joint HANGER WIRE SUSPENDED CEILING DE TAR. - TOP cL'IP (MECHAN ICALLY FA55TENED ). BULB CLIP (MECHANICALLY FA55TENED) SUSPENDED CEILING DETAIL 5PRIN6 CLIP ATTACHMENT HOLES NOTE: L/R . RATIO NOT EXCEED 200 MAX 1/2" EMT RUN TIGHT TO STRUCTURE ABOVE (4' -0" MAx. FOR I/2" 0) �� Ir 3/4" EMT - BUTT TIGHT TO 15/8" METAL JOIST FRAMING DRILL 5/32" HOLE FOR 1/8" BOLT ANO LOCK- Z NVT AFTER CEILING SYSTEM 15 LEVELED � 45 MAX. ,� � 45' MAX. � < 15/8" x 16 GA. METAL JOIST FRAMING 2 48" O.0 12 GA VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED B EACH • SEISMIC RESTRAINT 12' -0" O.C. EACH WAY AND WITHIN 6'-0" OF EACH WALL SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK (4 ) GA. SPLAY WIRES - SPLAYED 90 FROM EACH OTHER ANO 45' (MAX.) FROM CEILING 7/8" CHANNEL FURRING 0 16" OC - SECURE TO 15/8" METAL JOIST FRAMING WITH MIN. 8 GA WIRE Pilaster w/ Mirror: Section GENTALEN ARCHITECTS Inc. 607 E Chapman Avenue, Ftienon, CA 92831 714. 680 -3925 NOTE ! ETALL a.e GRID URNS Nn n GA. SPLAY YERE RAMON • • 4 50 4 TO EACH OTHER (441/416)19EY4IFING 4'-0' FROM STARTING FONT CF GRID 1 TILE LAYOUT ARO N 001H ONECTION6'AT 0 O.0 sepeAnER Stone:Tite Corner _3c R O 4 -_- -_ �o Jo cQ %r NO ' CALF oR AOO;TIONAL 'E RSFER 727 Q11111 MO OFFSET STUDS 5/8" TO ACCOMODATE MIRROR MIRROR TO BE FLUSH WITH SOFFIT ABOVE I QOM OF' �112RO2 yD A:.IGN H `ol° -OF r3 PfbE CITY , FQ �K t AP r^ pa 7 6 1598 Ott vl - Dh�tnn. SUatIM (TrA '1,24 -° R U '1998 1401 Mir S T 8E IV CHITEt . Or 1474 D R CF E TUKWLLA MAR I 1 1998 PERMIT CENTER PANEL NO. ' MAIN BUS RATING FED FROM MAIN BREAKER CABLE SIZE Description Watts A per B ., l ase C - k ' +lo J A g I r err NO. watts A per B phase C Description 2 . 2 - 4 4 h 6 6 8 8 10 10 12 12 - 14 14 16 16 18 H-^ 18 20 - T 20 22 T 22 24 F 24 26 26 28 H ^ - 28 30 30 32 32 34 34 36 - 36 38 38 40 40 42 TOTAL 42 TOTAL . TOTAL CONNECTED LOAD K.W. LOCATION K.V.A. MOUNTING AMPS - TOTAL CONNECTED LOAD K.W. LOCATION K.V.A. MOUNTING AMPS LOAD SUMMARY Connected Demand Description K.W. AMPS K.W. AMPS Lighting (recessed) $.p . 7. A Lighting (surface) Receptacles 1.4 - -- Water Heater H-V.A.C. '.5 Equip. (fans, etc) 6 - 4 1..4 3,6 31.3 Miscellaneous (sgT) Reserve TOTAL Gross Leasable Area = 110 SF Watts /Sq.Ft. = 2S • PANEL NO MAIN BUS RATING FED FROM MAIN BREAKER FEEDER CABLE SIZE Description watts A per • •se B C "wag No. 1 . . A l C watt A per B phase C. De scriptlon 2 - 4 h 6 8 10 12 -- - 14 16 18 20 - T 22 24 26 28 30 32 34 36 38 40 42 TOTAL . TOTAL CONNECTED LOAD K.W. LOCATION K.V.A. MOUNTING AMPS - GENERAL NOTES GENERAL NOTES NOTE` 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS CQMPLETED. 2. 4 LB. LEAD mAAAOOG SHALL BE 1/4 MAX- DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. 3. FLANGE SHALL BE SET BY ROOFER. CONTACT LL. FOR LIST OF APPROVED ROOFING CONTRACTORS 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR TYPICAL DETAIL - LEAD - BUR N.T.S. I. GENERAL CONDITIONS AND SPECIAL CONDITIONS OF AIA 201 12. AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. la 2. 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. 3. FURNISH ALL LABOL MATERIALS, EQUIPMENT AND TOOLS TO ' PERFORM ELECTRICAL VDRK SHORIA RATED, SCHEDULED AND/OR AS REQUIRED FOR A COMPLETE FINISHED .INSTALLATION. A. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL BEAR A U.L. LAPEL. ALL MATERIALS AND EQUIPMENT SHALL BE NEV. REUSE O EXISTING SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY LANDLORD AND ALL CODES. B. MATERIALS, PRODUCTS AND EQUIPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE FEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST IF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTN IEEE, IPCEA NER„ NEM& RCM, CEM AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL. ELECTRICAL CODE AND OTHER APPLICABLE CODES, VNICHEVER ARE MORE STRINGENT. . 4, THE WORD 'PROVIDE' AS USED HEREIN MEANS ` TO FURNISH AND INSTALL A COMPLETE VORKING SYSTEM. 5. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES WHEREVER THERE IS A CIANFLICT, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 6. TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTER OF THE SPACE INCLUDING BUT NOT LIMITED TO, UTILITY COMPANY CONNECTERS, SERVICE AND /DR TAPPING FEES, LOCAL COUNTY OR STATE SERVICE - CHARGES. INSPECTION CHARGES, AND PERMIT FEE& LANDLORD'S CONNECTION FEES, LANDLORD'S UTILITY CHARGES, LANDLORD'S METERING CHARGES AND /OR LANDLORD'S EQUIPMENT CHARGES. 7. SUBMIT MATERIALS AND SHOP DRAWING FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL SUBMITTALS '. SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOVING THAT HE HAS REVIEWED AND APPROVED THEM 8- DEFICIENCIES AND NON - CONFORMING ITEMS - IF, AT ANY TIME MIRING THE TERM OF THE LEASE DETERMINES THAT TENANT'S EQUIPMENT O. SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORDS .. REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE, AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TO TENANT OF IT'S INTENTION TD DO SG CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF. THE DEFICIENCIES PLUS A FIFTEEN PERCENT (15X) ADMINISTRATIVE CHARGE. THE ;TOTAL. ANOINT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. 9. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER' THIS DIVISION ANY CUTTING SHALL HAVE PRIOR APPROVAL OF LANDLORD. SLEEVES SHALL EXTEND AT LEAST 2' ABOVE FINISSHED FLOOR NM ALL •M.EEVM OPENINGS, ETC.. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATINGS. - CHANNELING OF FLOORS. IS EJIPRESSLY FORBIDDEN CONTRACTORS WILL BE HELD LIABLE. ,�c W. ELECTRICAL CONTRACTOR SHALL PROVIDE. TEMPORARY SERVICE'... FROM LA /LORD'S DESIGNATED LOCATION FOR ALL TEMPORARY POWER AND LIGHTING WITH ALL WIRING AS REQUIRED INCLUDING FURNISHING EXTENSION.COiDS. FOR - HIS DIN USE, ANY: TEMPORARY VIKING - FUSES ETC. SHALL BE REMOVED UPON CIMPtETION TENANT REIMBURSE. LANDLORD. FOR - TEMPORARY POWER. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL E/V1ER IL PROVIDE ELECTRICAL SERVICE AS SHORN ON THE DRAWINGS .- AND AS SPECIFIED. ALL WORK NOT' SPECIFICALLY NOTED AS • BEING BY THE LANDLORD SHALL. BE PROVIDED BY'THE ' ELECTRICAL CONTRACTOR.. CLOSELY COORDINATE. ENTIRE • INSTALLATION WITH LANDLORD AS REQUIRED. PIPE /CONDUIT, OR VENT THROUGH ROOF FLASHING DETAILS 0 N.T.S. .. - TT -9 . 21. 14. PAINTING OF ELECTRICAL CONDUITS ETC. IF REQUIRES WILL BE BY. THE TENANT'S GENERAL CONTRACTOR. UNLESS DTFERRISE NOTED. - - 15, ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS NOM( AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TD THE TENANT AND LANDLORD A 'RECORD' SET IF PRINTS SHOWING THESE CHANGES, INCLUDING BUT NOT LIMITED TO ACTUAL MANUFACTURERS >OF EQUIPMENT INSTALLER EXACT LOCATIONS OF ALL CONDUIT AND EQUIPMENT WITH. THE EQUIPMENT'S:'AS INSTALLED' SIZES -. ETC. - 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 SNITCHES AND CONTROL . DEVICES,. DISCONNECT SWITCHES, METER SOCKETS, 'ETC 17. ALL'ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE. READILY ACCESSIBLE FIR OPERATING, SERVICBNG MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE - • FASTENED TD STEEL CONCRETE OR MASONRY, BUT NOT TO • PIPING-OR OTHER NONSTRUCTURAL ITEMS, INCLUDING JOIST BRIDGING METAL DECK AND CETUMI SUSPENSION SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE PO00001E.. EXPOSED CONDUIT SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES. TO COLUMN LINES DR BEANS 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 RACEVAYS. 18. 'LOCK ON' DEVICES SHALL BE PROVIDED ON NIGHT:. LIGHT CIRCUITS, TIME CLOCK CONTROLLED CIRCUITS ALL UFE. SAFETY CIRCUITS AND OTHERS AS MAY BE REQUIRED. BY THE LANDLORD AND Y THERI Y HAYS ;UARISDICTIOW 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. :TEST. FOR GROUNDS, SHORT CIRCUITS AND DER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION IS 'COMPLETE FAULTS IN THE INSTALLATION SHALL BE CORRECTED, THE LOCATION OF OUTLETS AND EQUIPMENT SHORN ON THE DRAWINGS IS APPROXIMATE AND THE TENANT OR LANDLORD SHALL HAVE THE RIGHT TO. RELOCATE ANY OUTLETS OR FIXTURES .WITHOUT - ADDITIONAL COST TO THE TENANT OR 22. 23. GENERAL NOTES (CONT'D) MATE PROVISIONS FOR TELEPHONE SERVICE AS REQUIRED AND AS NOTED HERE M. .CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY. COWANY WIRES. OUTLET BOXES SHALL BE 4' SQUARE MINIFRM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE WITH CONDUIT DROP AND PULL. VIRE TO ABOVE CEILING 24. IT IS. THE INTENT THAT THE ENTIRE. SCOPE IF WORK SHALL BE COMPLETE IN EVERY ASPECT AND THAT ANY MATERIAL OR WORK NIT SPECIFICALLY MENTIOED .OR' SHOWN ON THE DRAWINGS/BUT NECESSARY TO FULLY COMPLETE THE WORK,.. SHALL-BE FURNISHES ,_ .. GUUARANTEE - A MATERIALS EQUIPMENT AND INSTALLATION SHALL BE FOR.A PERIOD OF ONE (I) YEAR FROM ' DATE OF . ACCEPTA{CE BY TENANT" AND LLAqNNDDOL,W). • N DEFECTS WHICH APPEAR DIRI G • THAT PERIOD- SHALL BE .' CORRECTED AT THIS CONTRACTORS EXPENSE.- . FIR THE SAME PERIOD, ELECTIAICAL..CONTRACTOR SHALL ... FOR ANY BE RESPONSIBLE DAMAGE TO PREMISES CAUSED BY DEFECTS DM VOtXNANSHIP OR:DN THE WORK DR -' COMMENT FURNISHED AND /OR INSTALLED BY • CORRACTOR. PROVIDE ANY AND. ALL SHIELDING. OF ELECTRICAL EQUIPMENT: OR DEVICES AS REQUIRED BY N.E.C. OR ZITHER STATE AND LOCAL CODES DIE TO 'WATER CARRYING COMMENT, PDPING OR DEVICES OR DUE TO ANY OTHER CONDITION REQUIRING SAME.. _ ROUTE ELECTRIC POWER AND CONTRO FOR THE ROOF MOUNTED HVAC EQUIPMENT A SEPARATE ROOF PENETRATION FOR THE ELECTRIC POWER'AND CONTROL CONDUIT FLASH.. , T .. D TA ROUTE INDTFS; T PRE - MOLDED PIPE -SEAL CANNOT BE CUT VEITTICALLY 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. 5. FLANGE SHALL BE SET BY ROOFER. CONTACT LL - FOR UST OF APPROVED ROOFING CONTRACTORS 6. AU. ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR TYPICAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. GENERAL NOTES (CONT'D) MATERIAL SPECS 1 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' FM EMBEDMENT IN CONCRETE AND 1 /2' FOR ALL OTHER APPLICATIONS, ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR £LECTRO- 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 SHALL NOT BE CONCEALED IN POURED CONCRETE SLABS OR WALLS. B. FLEXIBLE METAL CONDUIT MAY BE USED CN.Y 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 3'0'. CONDUIT SHALL NOT BE INSTALLED, IN OR THROUGH DUCT WORK. • & HVAC CONTROL WIRING SHALL BE 8 - 416 AVG MULTI- . COLORED CABLE VITA, 600. V INSULATION. C. ROEX AND MX CABLE ARE NOT PERMITTED. (SEE FLEXIBLE METAL. CONDUIT) D. MC CABLE• MAY BE USED FOR SHORT FINAL CONNECTIONS FROM J- BOX -TO LIGHTING FIXTURE ONLY. (WHERE LOCAL. CODE PERMITS, I: VIRE CONNECTORS SHALL BE EQUAL BY SCOTCHLDCK FOR 68 AND .SMALLER AND T 6B 'LOCK -TOTE' FOR 66 AND LARGER. LIGHTING FIXTURES. INCLUDING LAMPS, SHALL BE FURNISHED AS INDICATED ON ELECTRICAL PLAN, ELECTRICAL • CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. IN SALES AREAS, FLUORESCENT FIXTURES SHALL NAVE IMF BALLASTS AND ' DEEP CELL PARABOLIC LOUVERS. ALL FIRE RATING ENCLOSURES FOR ELECTRICAL LIGHTING FIXTURES AND EQUIPMENT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. • ALL LINE AND LOW VOLTAGI POWER. AND CONTROL WIRING ' INCLUDING TEMPERATURE CONTROL CONNECTIONS TO MOTORS, : DAMPERS. INSTALLATION OF' THERMOSTATS INTERLOCKING, ETC. EXCEPT THAT. WITCHES, 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. COLOR OF WIRING DEVICES SHALL BE AS SELECTED BY THE ARCHITECT. COVER PLATE SHALL BE STAINLESS STEEL OR SMOOTH THERMOSPLATIC TO HATCH DEVICE COLOR. WIRING DEVICES SHALL. BE EQUAL TO 'SPECIFICATION GRADES' AS FOLLOWS' - A. • .-._'DUPLEX �RECEPTACLES - HUBBELL . 05362 6 5F5362 B. LIGHTING SWITCHES - HUBBELL 61221 SERIES, 3 -WAY. AND 4 -WAY . SIMILAR - 41223 AND 61224 RESPECTIVELY. C. , INCANDESCENT'DIMMERS - : LUTRlNF D MANUAL STARTERS - SQUARED TYPE. E:: EXHAUST' FANITIMERS. - MAW( TIME F. CLOG( RECEPTACLE - HUBBELL -CAT. 7707 -SS 0.' ,SHOUT TRIP - SQUARE D TYPE: BRANCH CIRCUIT PANELS SHALL BE DV THE BOLTED CIRCUIT BRFAKER. TYPE (EXCEPT. FOR SQUARED WHICH MAY BE PLUS -ON TYPE)-WITH OVERALL-DOOR, AND TYPEWRITTEN DIRECTORY INSIDE -DOOR. TWO OR'THREE POLE BREAKERS SHALL BE ' L'OHOF- TRIP. TYPE. LOADS SHALL BE BALANCED WITHIN 10X. SAFETY AND DISGOACT SWITCHES SHALLK,DE FUSED OR NON - FUSED AS'CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE SWITI3ES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER AS MANUFACTURED BY SQUARE S GENERAL ELECTRIC EQUAL.' - ...:. WP PO R DIS ONNECT SWITCH (FUSED) r UQUIDTIGHT FLEXIBLE CONDUIT (1' -13' MAX. LG.) FULL PERM ROOFTOP EQUIPMENT CURB OR CONDENSING UT T RAIL D. CONDUIT IN THE CONCRETE, SLA& UNDERGROUND OR ABOVE THE ROOF SHALL RE RIGID GALVANIZED CONDUIT. E. PVC CONDUIT IS NOT TO BE USED UNDER ANY CIRCUMSTANCES UNLESS PERMITTED BY LANDLORD' IN WRITING 2. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT. INSULATION. 010 AND SMALLER SHALL BE SOLID. 68 AND LARGER SHALL BE STRANDED. MINIFK..RM VIRE SIZE SHALL BE 4112 HOWEVER *16 MAY BE . USED FOR WRING ALL WIRE AND CABLE SHALL BE FEW 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. (ALUMINIUM CONDUCTORS ARE NOT PERMITTED) ROOFTOP UNIT ROOFING RIGID CONDUIT -SIZE AS REQUIRED WP RECEPTACLE ' POWER A CONTROL CONDUIT ROOF FENETRATIONS.. FOR CONTINUATION. SFF DFTAIL O \� �� -• . ... - EXISTING JOIST r a / 1. LOCATE SO NOT TO OBSTRUCT ANY SERVICE TO RTU OR READING OF NAMEPLATE. 2. DO NOT INSTALL CONDUIT THRU CURBS. USE SEPERATE ROOF PENETRATIONS. 3. PITCH POCKETS ARE NOT PERMITTED ROOFTOP UNIT CONDUIT DETAIL 37 NTS TT -37 GENERAL NOTES (CONT'D) 9. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE - PIECE, PRESSED STEEL KNOCKOUT TYPE. 10. JUNCTION BOXES PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL CODE GAUGE SIZE CONTRACTOR TO PROVIDE CEILING ACCESS DOORS FOR CONCEALED JUNCTION OR PULL BOXES. I1. A. FOR NON FOOD COURT TENANTS, TIME SWITCHES SHALL CONTROL SIGN ENTRANCE LIGHTING, AND SHOW WINDOW LIGHTING. USE PARAGON TYPE 7007 - OR EQUAL 24 HOUR 7 -DAY TYPE. & FOR FOOD COURT TENANTS, THE LANDLORD HAS PROVIDED A JUNCTION 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 FDR LOCATION. 12. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WHERE AUTOMATIC OPERATION IS NOT REQUIRED. SINGLE PHASE STARTERS SHALL BE SQUARE D DR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE. LOV VOLTAGE MAGNETIC MOTOR STARTERS SHALL BE USED FOR AUTOMATIC FAN OPERATION. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. oo ELECTRICAL DATA FORMS TO BE COMPLETED BY TENANT NOTE. THE COOLING AND HEATING LOADS SHALL BE INTERLOCKED SO AS NOT TO OCCURE SIMULTANEOUSLY THE LARGER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED. NOTE LIGHTING K.V. FROM LOAD SUMMARY TO BE USED IN HV•AC. CALCULATION FORM. SOUTHCENTER SYSTEM DESCRIPTION I. If any part of the tenant's electrical service /installation is not existing, tenant shall Install and /or furnish all equipment, conduit, .irIng, etc• from landlord's service (wlreway, switchboard, bus duct, etc.> to the tenant's premises and shall be subject to landlord's prior approval. Tenant to verify on landlord dwgs. and with landlord representative the extent of existing portions of system, system voltage and sizes. Tenant shall indicate on tenant's plans all design Information required for the complete electrical system to be Installed. See 'Service Installation Note' on drawing TTE -1 For landlord requirements. 2. The tenant shall Furnish and install all conduit, cable, equipment, lighting fixtures, panels, transformers, etc. as required for a complete Installation W - r the National Electrical Code, Landlord requirements andliRK 06 In the local authority having Jurisdiction, 3. The tenant shall furnish and install a smoke control system within t premises ns noted on TTE and /or TTM drawings. - 4. iF not Installed by the landlord, "the tenant shall Install conduit obtain telephone service from the local utility company. All wire installation is by the tenant and at the tenant's expense. . 5. No panel or flexible conduit shall be located in the demising wall. 6. All electrical L telephone equipment shall be located on 1 -3/4' plywood panel which shall be mounted to a masonry wall using minimum I -5/8' unlstrut. Unistrut is not necessary for mounting plywood to stud wails. 7. All recessed llghtIng Fixtures shall- be Installed with earthquake cllpd, © REVISED OPAwNa MAOiD UNIT NUMBER B_23(p xAr S NTTE2 DBA OAT& f TTE -2 SOUTHCENTQR MALL PERMIT CENTER 1/15/66 6/13/65 A)6 HANlfn RECEIVED CITY OF TIIKWII a MAR 1 1 1908 H.V.A.C. CALCULATION FORM, SIAIFER SPACE 76T • 501E R.N. OUTSIDE I4'F de/ 6PF eb maw SPACE 72T OUTSIDE 217 ROOF 'U . O09 21.72 . 66 HEAT LOSS - QAII. , REM. °I E1RT./ - FACTOR. SRN .FACTOR NCH FACTOR T. 006E AREA LLA. 900 SQ FT. 4.59 4131 5.33 4797 L NMCOR WALL -0- SL FT. 766 0.75 3.76 3. MONDE WAIL 240 3N. 1T. 17.3. 4161: AL 1550 4. UNITING. + WNW.. 5.825 KW. 2.8 3413 49830 A PEOPLE 1:E=:=1:2=== L DRSKE AN 9L.A /l7• - 9 POLE NA R 1 INN= Rn 180em 1=1 8910 245 486 2 ' 6 111{ 1® MEI 075 mazi® 6.FM1 MOTORS . 75 HP 10.9 2005 1910 1OT44.• 17,202 : 31,217 3.056 TOTAL - MENU + IARLIT) • 34 ITU COCUNO 1.06 re WNW KW. WRY SWML MATCH ME ELEC10C MN - 9RHARY ON - .CIR.. DATA FORMS *CUMIN WAIL TACNR • Nom. 4.06 _SOMA -84.' PST . ...34 WILT. .6.46 RpMRK. LOAD SUMMARY Connected Demand T I OCK Description K.W. AMPS K.W. AMPS �r Lighting (re22 $2d) 2.7 3.3 138 4.06 0961164 (Nato.) 3.125 3.76 3.9 4.7 5 L 11 1 Reeeptaa1N 2.34 2.8 2.34 2.8 Water Hooter 1.5 1.81 1.05 1.26 HVAC. 10.0 10.9 6.3 7.50 Equip. (Fans, Mo.) 0.815 1.06 0.52 0.62 Ell 0Mbn2ou. (Nan) 1.0 1.2 0.7 0.82 Reserve T61TH- 21.48 24.83 18.19 21.76 Grow LAasabie Mo . 900 SQ. FT. Wotte /Sq.Ft. - 23.86 CONNECTED ' ROOM TENANT MEP SAMPLE DO NOT DUPLICATE MAI 1 1 1998 P 7MIT CENTS SOUTHCENTER PHASE I tt II, FOOD COURT & BUILDING 02 SEATTLE, WASHINGTON CONDENSING UNIT LOCATION PLAN WED L1.411a, TYPICAL HVAC (SPLIT SYSTEM) REFLECTED CEILING PLAN M PHASE I ® TOLET ROOM EXHAUST FAR MOUNTED N CEYXO. 212 CONNECT TO LANDLORD'D CONDENSATE MAN. MR HANDLNG UNIT CONDENSATE DRAIN. SEE LANDLORDS DRAWNG FOR EXACT LOCATION. ® LANDLORD"' OUOOE MR OUC WORK ® CONNECT TO LANDLORD'S OUTSIDE AIR DUCT. TENANT OUTSIDE AN DUCT. ® SMOKE DETECTOR N DEACTIVATE AIR MANDUNG LOUT UPON SENNXG PRODUCTS OF (=BASTION X RETURN AR. ELISSEJI ADDITIONAL SMOKE DETECTOR AT STOREFRONT. ILO OP110NAL THE CLOCK AND CONTROL PANEL. 0 REFRIGERANT LINES TO REMOTE E NSMG U R. SEE REFRIGERANT PPIRL DETAL Q f ® SHONE DETECTOR ALARM TEST / RESET SWITCH ® SPRINKLER HEAD LOCATED N 1RXNG BOX . . 10 RETURN MR COLLAR W/ BALANCE DAMPER 11 PROVIDE SPACE FOR COIL REMOVAL 12 LOCATE AR HANDLING UNIT N AREA AS OESICNATEO BY LANOLOR0 ON LANDLORDS D RAWING. k NO AREA IS DESIGNATED, CONTACT LANDLORD'S TENANT COORDINATOR. 0 SR TOILET EXIAUST DUCT 0 FIRE DAMPER 60 LANDLORD 15 INDICATE ML DIFFUSER SZES AND CNN swim, - 24'4 24 co . 6Y NECK, 4 -WAY, 100 CPM W/ FIDE. 18 MOTOR AND BELT GUARD KIICHANICAL IEGSND CD - - CEIUNG DIFFUSER RAC - RETURN AIR GRILLE LL - LANDLORD AFT - ABOVE FINISHED FLOOR BD - BALANCING DAMPER FLD - - FUSIBLE LINK DAMPER C LIQUID 5 - SUCTION PROVIDE HVAC CALCULATION FORM AND -SCHEDULE FOR ROOFTOP UNIT ' SHOWING REQUIREMENTS SIMILAR TO THAT OF AIR HANDLING UNIT AND CONDENSER. - 1';c1<6-0(3 I GENERAL NOTES: I. TENANT TO SPECIFY CEIUNG DEFFUSERS, GRILLES. MFR.. 'MODEL, Asp SIZE IF DIFFERENT THAN THAT SPECIFIED ON TIM DRAWING. 2 INDICATE ALL DUCT DOES AND CPIA. 3. NIGHT THERMOSTAT IS OPTIONAL.. 4. 0- SEE TIM DRAWINGS FOR. DETAILS @ es TOILET EXHAUST DUCT UP THRU ROOF TO EXHAUSTER LOCATE MR4MUM OF 15'-0 AN Y OUTSIDE AM INTAKE. OBE EIOOAUSTER DELL 1 1e CONDENSATE TRAP - • CI DICING FENING COL 20 R.E44BLE COPINEcnoN ow) 21 SUPPORTING STEEL SEE EQUIPMENT SUPPORT DETAIL® ® TETIANT TO CONNECT 7D IANDLORO'S SPR*NQER CONNECTION. EXISTING BARMAN. SEE LANDLORDS DRAWNG FOR LOCATION. . .... ® T$R UOSTATS - MOUNT S' -e- AFT. SEE GENERAL NOTE NUMBER 3 24 R ETUR N AIR TRANSFER 0661460 6/ FED I REO44REO P P001041 .R) F OG 10 DECK - ANNE. SEE SPE OFTATION (V,HVAC,IR) FOR_ CR11ERN ® INTERNAL DUCT NSUATBN RECOMMENDED FOR ACCOUSTICAL COISIDRUTOR. 81510E D SHOWN. ©6 BALANCE DALPER FOR PROPER 05.440E OF EACH 0 RAG - SZE FOR 3210 FPM FACE VELOCITY ® INDICATE COLUMN DE5GNATI N ® SPRNKLER HEADS N POPOUT STOREFRONT TO BE FUSE! MOUNTED. ® FOOD COURT U FORD. TDINTS - FAR' HOODED E%FAL'6T'SOSTEM SEE 441460. M- EXHAUST FA6 2 2.3 44 4, S �E pp��TT 'MWST S TAURED BY 31 FLEXIBLE 04165 STALL ONLY BE PERMITTED - FOR YMCA DROPS TO DIFFUSER. SEE DETAR (lAU. 600114 5' -6 ) TYPICAL HVAC (RTU) REFLECTED CEILING PLAN TUTS PHASE II, BLDG. 02' & FOOD COURT 1. SPRR/Ri5 HEAD IS REQUIRED ABOVE CEILING AT EACH ELECTRICAL MOTOR LOCATION LOCATION IE SECURITY GRILLE ETC.. 2. ALL SMOKE DETECTORS TO REPORT TO A UNITED UBORITORIES UNITED CENTRAL STATION MONITOR. CONSULT TO KW.UA FIRE PREVENTION BUREAU FOR A CURRENT UST OF OF APPROVAL CENTRAL STATEN MOMIMR4. - - ®' EXTERNAL DUCT INSULATION WHERE NOT UNDO © CONDENSING UNIT ROOF. SEE COND0ISN1 Ut4 SUPPORT DETAIL LOCATOR OF CONDEPRNG WIT AS DESIGNATED E NO AREA IS DESIGNATED, CONTACT LANDLORD TENANT COORDINATOR. G INSTALL REFRIGERANT U ES THROUGH @151150 OA OR CREATE NEW PIPE CHASE F REQUIRED. SEE DETAL - I POPOUT STOREFRONT ® SUPPORTS MD- RERJF'ORCED JOISTS. SEE DETAIL W. . RTU SVCTURAL FRAMING PUNS AND SECTION ® LAIR LOCATE ROOFTOP A/C• R ON ROOF N AREA DESIGNATED BY 4.460 X00'8 DRAWNO. IF No AREA IS DESIGNATED, CONTACT LANDLORDS TENANT COORDINATOR. A FLAP. PERKIER CURB IS REQUIRED. RN SHALL BE LOCATED A M1t6MW OF 15•-0 FROM MALL RTUS AND/ OR ANY TENWTT RIO OR OUTSIDE AIR INTAKES • . REINFORCED JOISTS SHALL BE SHOWN ON IEEE PLAN. SEE STRUCTRRAL DRAWINGS 7041 AMORAL JOIST LAYWT. .. ® ELBOW UP TO LMT- W/ FLEXIBLE CONNECTION AT WR. INTERN NstRAT10N RECOHN roEo. G TRANSFORM N RISE W/ FLEXIBLE CONNECTION AT UNIT. - O 5406E 16161.16KPOWERED EX/MUST -oN ROOF. SEE DETAIL 89 (PHASE I, BLDG. G2 U FOOD COURT) 41 FIRE DETECTION PFD SMOKE CONTROL SYSTEM JUNCTION BOXES PROVIDED BY LANDLORD. 42 CONNECT 4e TOLET EEHMBT DUCT TO LANDLORDS CENTRAL TOILET. EXHAUST SYSTEM., SEE LANDLORDS DRAWINGS FOR LOCATION (PHASE II) - GAS UNE ON ROOF BY 'TENANT. ROUTE GAS PIPING FROM DRAINGS GAS NETER SUPPORT GAS SP P5650 PER W . O H.V.A.C. SCHEDULE MN LINCTURDR CARR6 . lWD I100a 38H0b36 w aif 235 ✓ 12 - SEE ELEC NIP PAR. spur 4.0 w , TARN comic 3.,000 sum Amason 0W.LE NIE SEALS ON OA WAVERS LAN 18LELYR FILTERS B SATM TD SUCTION TOP 4D F 'RQRRBIANT TYPE 22 5411IWm TEMP 135' F . ' AM EM ON NRCQ6ER a5 T 26 AW. tYFden Le!rr-- U1DOFl HD. 40YA036 -34D MOW L. Y"/H, SEE ELEC. DeSSIBEWILSQL 1 pg . 4DrA036 F.I.L.. 1X42 8 'F 67 . AS LAL 1X! -9'F de 5' 7w : tlM . 2000 - Tow 000LN6 36600 6941 S C G9DAG 33 =00°- °"A FM RPM 1075 3 4 BILE 1/2 P13351111E DROP . (15 .WC col_ FACE MIA - . 45 -. SO. R. FACE VEACrtY 290 FPN YAIAWACl1REA INDEECO MOOD. ND. QUA emTaONDE 24 VOLT 10N640M IR KW 8.0 nEPS 3 SLP ZERO GLENN= 6626TC COMAGT RE 01100 - .SOE eZEC. MNARsenRp GREENTECK 7075M 'SOW ',vomit HE GEC. &war vM piLUATONe 1204644 AIWA 900 __ X 13 RIII/60. FT. _rss tote. RIMY suns 46666 01I1.1. lE .211 ,M GOEENHECK CM ' 1350 • V/NMlB SEE' P LC. HP 1 /4 NIL06. ITC - TSO}NP - awls 665 '� - •ND • ORAL (0621) 1040 _JAM 4 - CO NOTE: HANDICAPPED TOILET ROOM IS REQUIRED TYPICAL PARTIAL PLUMBING FLOOR PLAN NTS CW - COLD WATER 4- - -2 HW - HOT WATER 4- ✓ - VENT SAN - SANITARY S.-- SAN - LAY - LAVATORY - FD - FLOOR DRAIN WC - WATER CLOSET CONN - CONNECT /CONNECTION CO - CLEANOUT UG .- UNDERGROUND LSL Q PHASE N 4_ VENT 1HRU ROOF. LOCATE MINIMUM 15' -0 FROM AU. OUTSIDE MR WAXES. SEE MARC) O PwcF M. RUM. G2 26 P000 TDIAET . CONNECT 2* VENT TO LANDLORD'S CENTRAL VENT SYSTEM. SEE LANDLORDS DRAWINGS FOR EXACT LOCATION. © 3/4 SAFEWASTE FROM DRAIN PAN TO FD • PL165E.! AIR HAIDUN WI NN CONDENSATE DWW, SAFT:WASTE TO FLOOR ORAS. STOCK ROOM OE 1/T CW FROM TRAP PRIMER E REQUIRED BY CODE OR LANDLORD (SEE TT1A-3, II, PLUMING, H. 9 *1 1) O CONNECT TO LANDLORD'S 4' SANITARY SERVICE. SEE LANDLORDS DRAWING FOR LOCATION. O REDUCED PRESSURE BACKFLOY PREVENTER IF REQUIRED BY CODE OR UNUARD. (SEE TIM -3. O PLWO040E1,12 d 13) OH WATER METER REQUIRED BY ALL TENANTS WITH SERVICE YAMS AND UNIONS. TENANT TO PURCHASE METER FROM LOCAL UTILITY CO. INSTALL AND LOCATE METER PER LOCAL UTILITY CO. AND LANDLORDS REQUIREMENTS. RDMOTE'READER REQUIRED (PHASE II) WATER SUB METER REQUIRED FOR WAGE CONSUMPTION TENANTS. SEE TT -3, 11 PLWBNG H-12a 26 b 0 CONNECT TO LANDLORDS £3516NG - COLD WATER SERVICE. NEAR ROOF. SEE LANDLORDS FOR LOCATION OF SERVICE AND SIZE OJ PROVIDE VALVE *MIN LEASED SPACE PROVIDE ACCESS DOOR TO SHUTOFF VALVES WHERE VALVES ARE CONCEALED IN WALLS. 1 I 1„di "q Co BY TENANT BY LANDLORD rxHFRE1 EQX.% 1. CONCEAL ALL PIPING 2. SHOW ACTUAL PIPE SIZES FOR SPECIFIC TENANT PIPING 3. CONTRACTOR SHALL PROVIDE MR CHAMBERS FOR EACH WATER CONNECTION TO A FIXTURE OR A SYSTEM SHOCK ABSORBER. 4. UNDERGROUND SANITARY PIPE. MINIMUM SOX T 5. O - SEE TIM DRAWINGS FOR DETAILS OK 6 GN I DN ELECTRIC WATER HEATER N Y DE PLAT EP FORM GA ABOV PAN E LET RO W SOLDER OM JONCO I5 ON .O THERMAL EXPANSION TANK (2 GALLON KIN.) e WATER CLOSET (PHASE I) !SOIL 4• YEN. I/r CW (PHASE II) - 4'SOIL DT 2' V, 1 /2 ON UV 1/Y - HI 1 -1 W k C/2 W WASTE 26 VENT, OO 00 NOT LOCATE PLUMING IN DEMISING WALLS © T 26 P REAEF PIPE TO DRAIN PAN O GREASE TRAP O FLOW CONTROL VALVE WITH AIR INTAKE 2101E: 1. -SPEC. -SPEC. FLOOR PENETRATION DETAIL AND MANGERS BELOW SLAB ARE REQUIRED FOR PIPING IN AREAS WITH STRUCTURAL FLOOR SLAB. SEE TTA-3 - 2. INDICATE WATER RISER DIAGRAM FOR ALL PLUMBING FIXTURES TYPICAL PLUMBING RISER DIAGRAMS N.T.S. SEE HVAC NOTES SEE HVAC NOTES SEE HVAC NOTES IF P ART OF THE TENANT'S ELECTRICAL SERVICE /INSTALLATION IS NOT EXISTING, TENANT SHALL INSTALL AND /OR FURNISH ALL EQUIPMENT. CONDUIT, WIRING. ETC. FROM LANDLORD'S SERVICE WIREWAY, SWITCHBOARD, BUS DUCT, ETC.) TO THE TENANT PREMISES. AND SHALL BE SUBJECT TO LANLORD'S DUST PRIOR APPROVAL TENANT TO IFY ON LANDLORD DIGS. AND WITH LANDLORD REPRESENTATIVE THE EXTENT OF ST PORTIONS OF srs1EM, SYSTEM VOLTAGE AND SIZES. TENANT SHALL INDICATE ON TENANT'S PLANS ALL DESIGN INFORMATION REQUIRED FOR THE COMPLETE ELECTRICAL SYSTEM TO BE INSTALLED SEE 'SERVICE INSTALLATION NOTE* ON DRAWING TTE - FOR LANDLORD'S REQUIREMENTS. ® ® I ®® I ® ® ®00t---oz I GEED I ® STOCK ROOM TO SMOKE O.I.LIIAH X r BEIM A SMO RETURN AIR SYSTEM. SEE MECH. INNS. FOR LOCATKN. © CBUNG DETE IN SPACE SEE TTE -1 t TTM -3. AD-2 -A Q ID REMOTE MARY TEST/RESET SWITCH PROVIDE W/ WP DISCONNECT SWITCH A ELECTRIC HEATNG COL LI PULL WIRE TO TELEPHONE EQUIPMENT BOARD LO SHOW WINDOWS, SIGN LGHTNG AND G ENTRY LGHTR VIA TH SWITCH E A SIGN OUTLET L GRILLE MOTOR p g WIREWAY BY LANDLORD A 2 METER SOCKET BY LANDLORD, METER BY POWER CO. SEE NOTE 'A' A TOGA 3 PHASE SN FUSED MAIN DISCONNECT SWITCH BY TENANT A WIRE AND CONDUIT BY TENANT © PANEL 'A' 120/208V 3M 4W A TIME SWITCH. PARAGON TA' /7007 - BY TEHNT ® TO SIGN, ENTRY AND SHOW WNMOW LGHTNG ® WIRE at CONDOM. SEE NOTE 'A' ® METER BY PORES CO. SEE NOTE 'A' ® METER BANK. NETER BY LAWL.OR° METER BANK 120 /201W 30 4W BY ®. BRIE AND CONDUIT. SEE NOTE 'A' A METER BY POWER W. ® SMOKE REMOVAL FAN. VA HVAC CONTROL PANEL SEE 71E -I FOR FDSCS DETAIL ELECTRICAL (SPLIT SYSTEM) PARTIAL FLOOR PLAN PHASE I NTS I J SEE HVAC NOTES ELECTRICAL CEILING & FLOOR PLAN PHASE II, BLDG .G2 & FOOD COURT NTS CONDENSING UNIT LOCATION PLAN NTS GENE EL NOTES, 1. PROVIDE FIXTURE SCHEDULE 2. ELECTRICAL INSTALLATION MUST BE IN ACCORDANCE W /NEC, - LANDLORD AND LOCAL AUTHORRIES. 3. 0- SEE TTN DRAWINGS FOR DETAILS L . 4600 EXHAUST FAN W/ WP DISCONNECT SWITCH A ROOFTOP Mt ® REMOTE ROOF MOUNTED CONDENSING UNR. PROVIDE W/ FUSBLE DISCONNECT SNITCH r*, SEE 1TE -1, RIVE DETECTION Q SMOKE CONTROL SYSTEM DULGRPM ® TOILET EXHAUST FAN VA LIGHT SWITCH L. -. 48 ATE OP WA2INK IT A 120j208V 30 4WIRE SINGLE LINE DIAGRAM SEE LANDLORD'S DRAWING FOR TELEPHONE SERVICE A F *. DISCONNECT SWITCH AT UNIT WP RECEPTACLE AT LAIR • WGNETIC STARTER w/ OVERLOADS AND 12ov CONTROL CIRCUIT ELECTRICAL DATA FORMS TO BE COMPLETED BY TENANT MAR 0 COOLNG ABS HEATING G LOADS SHALL BE INTERLOCKED s0 AS NOT TO OCCUR SIMULTANEOUSLY. THE � GER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED. ., SCHSAM1. 2 -14. TOOFT i® MN T I OCK . s - . ;;_ A Ilir' PlCISIZ 21 ins p ass �r 71 C: limE Ywyri`\LJ! �� '�=ca � '� � � • ®. 5 L 11 1 FA , ire pH 11511._,. II © 0 aTe =!!!! \ \ \ \ \ 3►ss , N O I I ..z) s e ' ROOM TENANT MEP SAMPLE DO NOT DUPLICATE MAI 1 1 1998 P 7MIT CENTS SOUTHCENTER PHASE I tt II, FOOD COURT & BUILDING 02 SEATTLE, WASHINGTON CONDENSING UNIT LOCATION PLAN WED L1.411a, TYPICAL HVAC (SPLIT SYSTEM) REFLECTED CEILING PLAN M PHASE I ® TOLET ROOM EXHAUST FAR MOUNTED N CEYXO. 212 CONNECT TO LANDLORD'D CONDENSATE MAN. MR HANDLNG UNIT CONDENSATE DRAIN. SEE LANDLORDS DRAWNG FOR EXACT LOCATION. ® LANDLORD"' OUOOE MR OUC WORK ® CONNECT TO LANDLORD'S OUTSIDE AIR DUCT. TENANT OUTSIDE AN DUCT. ® SMOKE DETECTOR N DEACTIVATE AIR MANDUNG LOUT UPON SENNXG PRODUCTS OF (=BASTION X RETURN AR. ELISSEJI ADDITIONAL SMOKE DETECTOR AT STOREFRONT. ILO OP110NAL THE CLOCK AND CONTROL PANEL. 0 REFRIGERANT LINES TO REMOTE E NSMG U R. SEE REFRIGERANT PPIRL DETAL Q f ® SHONE DETECTOR ALARM TEST / RESET SWITCH ® SPRINKLER HEAD LOCATED N 1RXNG BOX . . 10 RETURN MR COLLAR W/ BALANCE DAMPER 11 PROVIDE SPACE FOR COIL REMOVAL 12 LOCATE AR HANDLING UNIT N AREA AS OESICNATEO BY LANOLOR0 ON LANDLORDS D RAWING. k NO AREA IS DESIGNATED, CONTACT LANDLORD'S TENANT COORDINATOR. 0 SR TOILET EXIAUST DUCT 0 FIRE DAMPER 60 LANDLORD 15 INDICATE ML DIFFUSER SZES AND CNN swim, - 24'4 24 co . 6Y NECK, 4 -WAY, 100 CPM W/ FIDE. 18 MOTOR AND BELT GUARD KIICHANICAL IEGSND CD - - CEIUNG DIFFUSER RAC - RETURN AIR GRILLE LL - LANDLORD AFT - ABOVE FINISHED FLOOR BD - BALANCING DAMPER FLD - - FUSIBLE LINK DAMPER C LIQUID 5 - SUCTION PROVIDE HVAC CALCULATION FORM AND -SCHEDULE FOR ROOFTOP UNIT ' SHOWING REQUIREMENTS SIMILAR TO THAT OF AIR HANDLING UNIT AND CONDENSER. - 1';c1<6-0(3 I GENERAL NOTES: I. TENANT TO SPECIFY CEIUNG DEFFUSERS, GRILLES. MFR.. 'MODEL, Asp SIZE IF DIFFERENT THAN THAT SPECIFIED ON TIM DRAWING. 2 INDICATE ALL DUCT DOES AND CPIA. 3. NIGHT THERMOSTAT IS OPTIONAL.. 4. 0- SEE TIM DRAWINGS FOR. DETAILS @ es TOILET EXHAUST DUCT UP THRU ROOF TO EXHAUSTER LOCATE MR4MUM OF 15'-0 AN Y OUTSIDE AM INTAKE. OBE EIOOAUSTER DELL 1 1e CONDENSATE TRAP - • CI DICING FENING COL 20 R.E44BLE COPINEcnoN ow) 21 SUPPORTING STEEL SEE EQUIPMENT SUPPORT DETAIL® ® TETIANT TO CONNECT 7D IANDLORO'S SPR*NQER CONNECTION. EXISTING BARMAN. SEE LANDLORDS DRAWNG FOR LOCATION. . .... ® T$R UOSTATS - MOUNT S' -e- AFT. SEE GENERAL NOTE NUMBER 3 24 R ETUR N AIR TRANSFER 0661460 6/ FED I REO44REO P P001041 .R) F OG 10 DECK - ANNE. SEE SPE OFTATION (V,HVAC,IR) FOR_ CR11ERN ® INTERNAL DUCT NSUATBN RECOMMENDED FOR ACCOUSTICAL COISIDRUTOR. 81510E D SHOWN. ©6 BALANCE DALPER FOR PROPER 05.440E OF EACH 0 RAG - SZE FOR 3210 FPM FACE VELOCITY ® INDICATE COLUMN DE5GNATI N ® SPRNKLER HEADS N POPOUT STOREFRONT TO BE FUSE! MOUNTED. ® FOOD COURT U FORD. TDINTS - FAR' HOODED E%FAL'6T'SOSTEM SEE 441460. M- EXHAUST FA6 2 2.3 44 4, S �E pp��TT 'MWST S TAURED BY 31 FLEXIBLE 04165 STALL ONLY BE PERMITTED - FOR YMCA DROPS TO DIFFUSER. SEE DETAR (lAU. 600114 5' -6 ) TYPICAL HVAC (RTU) REFLECTED CEILING PLAN TUTS PHASE II, BLDG. 02' & FOOD COURT 1. SPRR/Ri5 HEAD IS REQUIRED ABOVE CEILING AT EACH ELECTRICAL MOTOR LOCATION LOCATION IE SECURITY GRILLE ETC.. 2. ALL SMOKE DETECTORS TO REPORT TO A UNITED UBORITORIES UNITED CENTRAL STATION MONITOR. CONSULT TO KW.UA FIRE PREVENTION BUREAU FOR A CURRENT UST OF OF APPROVAL CENTRAL STATEN MOMIMR4. - - ®' EXTERNAL DUCT INSULATION WHERE NOT UNDO © CONDENSING UNIT ROOF. SEE COND0ISN1 Ut4 SUPPORT DETAIL LOCATOR OF CONDEPRNG WIT AS DESIGNATED E NO AREA IS DESIGNATED, CONTACT LANDLORD TENANT COORDINATOR. G INSTALL REFRIGERANT U ES THROUGH @151150 OA OR CREATE NEW PIPE CHASE F REQUIRED. SEE DETAL - I POPOUT STOREFRONT ® SUPPORTS MD- RERJF'ORCED JOISTS. SEE DETAIL W. . RTU SVCTURAL FRAMING PUNS AND SECTION ® LAIR LOCATE ROOFTOP A/C• R ON ROOF N AREA DESIGNATED BY 4.460 X00'8 DRAWNO. IF No AREA IS DESIGNATED, CONTACT LANDLORDS TENANT COORDINATOR. A FLAP. PERKIER CURB IS REQUIRED. RN SHALL BE LOCATED A M1t6MW OF 15•-0 FROM MALL RTUS AND/ OR ANY TENWTT RIO OR OUTSIDE AIR INTAKES • . REINFORCED JOISTS SHALL BE SHOWN ON IEEE PLAN. SEE STRUCTRRAL DRAWINGS 7041 AMORAL JOIST LAYWT. .. ® ELBOW UP TO LMT- W/ FLEXIBLE CONNECTION AT WR. INTERN NstRAT10N RECOHN roEo. G TRANSFORM N RISE W/ FLEXIBLE CONNECTION AT UNIT. - O 5406E 16161.16KPOWERED EX/MUST -oN ROOF. SEE DETAIL 89 (PHASE I, BLDG. G2 U FOOD COURT) 41 FIRE DETECTION PFD SMOKE CONTROL SYSTEM JUNCTION BOXES PROVIDED BY LANDLORD. 42 CONNECT 4e TOLET EEHMBT DUCT TO LANDLORDS CENTRAL TOILET. EXHAUST SYSTEM., SEE LANDLORDS DRAWINGS FOR LOCATION (PHASE II) - GAS UNE ON ROOF BY 'TENANT. ROUTE GAS PIPING FROM DRAINGS GAS NETER SUPPORT GAS SP P5650 PER W . O H.V.A.C. SCHEDULE MN LINCTURDR CARR6 . lWD I100a 38H0b36 w aif 235 ✓ 12 - SEE ELEC NIP PAR. spur 4.0 w , TARN comic 3.,000 sum Amason 0W.LE NIE SEALS ON OA WAVERS LAN 18LELYR FILTERS B SATM TD SUCTION TOP 4D F 'RQRRBIANT TYPE 22 5411IWm TEMP 135' F . ' AM EM ON NRCQ6ER a5 T 26 AW. tYFden Le!rr-- U1DOFl HD. 40YA036 -34D MOW L. Y"/H, SEE ELEC. DeSSIBEWILSQL 1 pg . 4DrA036 F.I.L.. 1X42 8 'F 67 . AS LAL 1X! -9'F de 5' 7w : tlM . 2000 - Tow 000LN6 36600 6941 S C G9DAG 33 =00°- °"A FM RPM 1075 3 4 BILE 1/2 P13351111E DROP . (15 .WC col_ FACE MIA - . 45 -. SO. R. FACE VEACrtY 290 FPN YAIAWACl1REA INDEECO MOOD. ND. QUA emTaONDE 24 VOLT 10N640M IR KW 8.0 nEPS 3 SLP ZERO GLENN= 6626TC COMAGT RE 01100 - .SOE eZEC. MNARsenRp GREENTECK 7075M 'SOW ',vomit HE GEC. &war vM piLUATONe 1204644 AIWA 900 __ X 13 RIII/60. FT. _rss tote. RIMY suns 46666 01I1.1. lE .211 ,M GOEENHECK CM ' 1350 • V/NMlB SEE' P LC. HP 1 /4 NIL06. ITC - TSO}NP - awls 665 '� - •ND • ORAL (0621) 1040 _JAM 4 - CO NOTE: HANDICAPPED TOILET ROOM IS REQUIRED TYPICAL PARTIAL PLUMBING FLOOR PLAN NTS CW - COLD WATER 4- - -2 HW - HOT WATER 4- ✓ - VENT SAN - SANITARY S.-- SAN - LAY - LAVATORY - FD - FLOOR DRAIN WC - WATER CLOSET CONN - CONNECT /CONNECTION CO - CLEANOUT UG .- UNDERGROUND LSL Q PHASE N 4_ VENT 1HRU ROOF. LOCATE MINIMUM 15' -0 FROM AU. OUTSIDE MR WAXES. SEE MARC) O PwcF M. RUM. G2 26 P000 TDIAET . CONNECT 2* VENT TO LANDLORD'S CENTRAL VENT SYSTEM. SEE LANDLORDS DRAWINGS FOR EXACT LOCATION. © 3/4 SAFEWASTE FROM DRAIN PAN TO FD • PL165E.! AIR HAIDUN WI NN CONDENSATE DWW, SAFT:WASTE TO FLOOR ORAS. STOCK ROOM OE 1/T CW FROM TRAP PRIMER E REQUIRED BY CODE OR LANDLORD (SEE TT1A-3, II, PLUMING, H. 9 *1 1) O CONNECT TO LANDLORD'S 4' SANITARY SERVICE. SEE LANDLORDS DRAWING FOR LOCATION. O REDUCED PRESSURE BACKFLOY PREVENTER IF REQUIRED BY CODE OR UNUARD. (SEE TIM -3. O PLWO040E1,12 d 13) OH WATER METER REQUIRED BY ALL TENANTS WITH SERVICE YAMS AND UNIONS. TENANT TO PURCHASE METER FROM LOCAL UTILITY CO. INSTALL AND LOCATE METER PER LOCAL UTILITY CO. AND LANDLORDS REQUIREMENTS. RDMOTE'READER REQUIRED (PHASE II) WATER SUB METER REQUIRED FOR WAGE CONSUMPTION TENANTS. SEE TT -3, 11 PLWBNG H-12a 26 b 0 CONNECT TO LANDLORDS £3516NG - COLD WATER SERVICE. NEAR ROOF. SEE LANDLORDS FOR LOCATION OF SERVICE AND SIZE OJ PROVIDE VALVE *MIN LEASED SPACE PROVIDE ACCESS DOOR TO SHUTOFF VALVES WHERE VALVES ARE CONCEALED IN WALLS. 1 I 1„di "q Co BY TENANT BY LANDLORD rxHFRE1 EQX.% 1. CONCEAL ALL PIPING 2. SHOW ACTUAL PIPE SIZES FOR SPECIFIC TENANT PIPING 3. CONTRACTOR SHALL PROVIDE MR CHAMBERS FOR EACH WATER CONNECTION TO A FIXTURE OR A SYSTEM SHOCK ABSORBER. 4. UNDERGROUND SANITARY PIPE. MINIMUM SOX T 5. O - SEE TIM DRAWINGS FOR DETAILS OK 6 GN I DN ELECTRIC WATER HEATER N Y DE PLAT EP FORM GA ABOV PAN E LET RO W SOLDER OM JONCO I5 ON .O THERMAL EXPANSION TANK (2 GALLON KIN.) e WATER CLOSET (PHASE I) !SOIL 4• YEN. I/r CW (PHASE II) - 4'SOIL DT 2' V, 1 /2 ON UV 1/Y - HI 1 -1 W k C/2 W WASTE 26 VENT, OO 00 NOT LOCATE PLUMING IN DEMISING WALLS © T 26 P REAEF PIPE TO DRAIN PAN O GREASE TRAP O FLOW CONTROL VALVE WITH AIR INTAKE 2101E: 1. -SPEC. -SPEC. FLOOR PENETRATION DETAIL AND MANGERS BELOW SLAB ARE REQUIRED FOR PIPING IN AREAS WITH STRUCTURAL FLOOR SLAB. SEE TTA-3 - 2. INDICATE WATER RISER DIAGRAM FOR ALL PLUMBING FIXTURES TYPICAL PLUMBING RISER DIAGRAMS N.T.S. SEE HVAC NOTES SEE HVAC NOTES SEE HVAC NOTES IF P ART OF THE TENANT'S ELECTRICAL SERVICE /INSTALLATION IS NOT EXISTING, TENANT SHALL INSTALL AND /OR FURNISH ALL EQUIPMENT. CONDUIT, WIRING. ETC. FROM LANDLORD'S SERVICE WIREWAY, SWITCHBOARD, BUS DUCT, ETC.) TO THE TENANT PREMISES. AND SHALL BE SUBJECT TO LANLORD'S DUST PRIOR APPROVAL TENANT TO IFY ON LANDLORD DIGS. AND WITH LANDLORD REPRESENTATIVE THE EXTENT OF ST PORTIONS OF srs1EM, SYSTEM VOLTAGE AND SIZES. TENANT SHALL INDICATE ON TENANT'S PLANS ALL DESIGN INFORMATION REQUIRED FOR THE COMPLETE ELECTRICAL SYSTEM TO BE INSTALLED SEE 'SERVICE INSTALLATION NOTE* ON DRAWING TTE - FOR LANDLORD'S REQUIREMENTS. ® ® I ®® I ® ® ®00t---oz I GEED I ® STOCK ROOM TO SMOKE O.I.LIIAH X r BEIM A SMO RETURN AIR SYSTEM. SEE MECH. INNS. FOR LOCATKN. © CBUNG DETE IN SPACE SEE TTE -1 t TTM -3. AD-2 -A Q ID REMOTE MARY TEST/RESET SWITCH PROVIDE W/ WP DISCONNECT SWITCH A ELECTRIC HEATNG COL LI PULL WIRE TO TELEPHONE EQUIPMENT BOARD LO SHOW WINDOWS, SIGN LGHTNG AND G ENTRY LGHTR VIA TH SWITCH E A SIGN OUTLET L GRILLE MOTOR p g WIREWAY BY LANDLORD A 2 METER SOCKET BY LANDLORD, METER BY POWER CO. SEE NOTE 'A' A TOGA 3 PHASE SN FUSED MAIN DISCONNECT SWITCH BY TENANT A WIRE AND CONDUIT BY TENANT © PANEL 'A' 120/208V 3M 4W A TIME SWITCH. PARAGON TA' /7007 - BY TEHNT ® TO SIGN, ENTRY AND SHOW WNMOW LGHTNG ® WIRE at CONDOM. SEE NOTE 'A' ® METER BY PORES CO. SEE NOTE 'A' ® METER BANK. NETER BY LAWL.OR° METER BANK 120 /201W 30 4W BY ®. BRIE AND CONDUIT. SEE NOTE 'A' A METER BY POWER W. ® SMOKE REMOVAL FAN. VA HVAC CONTROL PANEL SEE 71E -I FOR FDSCS DETAIL ELECTRICAL (SPLIT SYSTEM) PARTIAL FLOOR PLAN PHASE I NTS I J SEE HVAC NOTES ELECTRICAL CEILING & FLOOR PLAN PHASE II, BLDG .G2 & FOOD COURT NTS CONDENSING UNIT LOCATION PLAN NTS GENE EL NOTES, 1. PROVIDE FIXTURE SCHEDULE 2. ELECTRICAL INSTALLATION MUST BE IN ACCORDANCE W /NEC, - LANDLORD AND LOCAL AUTHORRIES. 3. 0- SEE TTN DRAWINGS FOR DETAILS L . 4600 EXHAUST FAN W/ WP DISCONNECT SWITCH A ROOFTOP Mt ® REMOTE ROOF MOUNTED CONDENSING UNR. PROVIDE W/ FUSBLE DISCONNECT SNITCH r*, SEE 1TE -1, RIVE DETECTION Q SMOKE CONTROL SYSTEM DULGRPM ® TOILET EXHAUST FAN VA LIGHT SWITCH L. -. 48 ATE OP WA2INK IT A 120j208V 30 4WIRE SINGLE LINE DIAGRAM SEE LANDLORD'S DRAWING FOR TELEPHONE SERVICE A F *. DISCONNECT SWITCH AT UNIT WP RECEPTACLE AT LAIR • WGNETIC STARTER w/ OVERLOADS AND 12ov CONTROL CIRCUIT ELECTRICAL DATA FORMS TO BE COMPLETED BY TENANT MAR 0 COOLNG ABS HEATING G LOADS SHALL BE INTERLOCKED s0 AS NOT TO OCCUR SIMULTANEOUSLY. THE � GER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED. ., SCHSAM1. 2 -14. U f CY X CI N L. l7 + Z Z W O _ d • ao� Z ti Z (n J Z ¢ W t W o f W W W CV Z Cry D D O 0 O (/1 Li h -� v, W r - rr ¢ Li J Li < W J O F- U Z F Z Z 04 W f a . L- 7 W Li J W J f W H W N J W Q W CV W Z N 40 NJ 0 Z N C3 ti J W J Q fY J Q W J 2 Q V1 < < xMl 1 CEIVEO CITY OF TUK WILA I InAR 1 I 1996 PERMIT CENTER GAS COCK 2'-0' MAX. DISTANCE %ST_SUPPDRT —, FLOOR SLAB SECURE BASE TO CURB WITH LAG SCREWS 12' O.C. MIN. ER 2 PER SIDE FABRICATED CURB SEE CURB DETAIL O SECURE BASE TO CURB WITH LAG SCREWS 12° OC. MIN. OF (2) PER SIDE FABRICATED CURB — SEE CURD DETAIL S EXISTING METAL DECK DUCT INSULATION SEE SPECIFICATION REMOVE CONCRETE FLOOR FOR PIPE PENETRATION OILY. DO NOT CUT REBAR REPLACE CONCRETE FORM UNDERSIDE OF SLAB TUNNEL UNDER EXISTING SLAB FOR PIPING SLEEVE 1/2' CLEAR. MIN„ 3/4' CLEAR MAX. PACK WITH OAKUM L APPLY SEALANT AT TOP FOR GAS SEAL. FLUSH VITH FLODR.>< i/2' VIDE )R 3 /4•DSEP RECESS AT PERIK IF CONC. PATCH. FILL VITH SEALANT FOR GAS SEAL. CHANICALLY ROUGHENED JOINT PIPE STUCTURAL SLAB PIPE PENETRATION DETAIL 19 NTS x MITE SEALANT TO BE MIN. OF 1/2' THICKNESS OF BEE BETASEAL NO. 169 BFC DIVISION OF ESSEX CHEMICAL CORPORATION OR APPROVED EQUIVALENT OF MINNESOTA MINING AND MANUFACTURING IXI., DR BENJAMIN FOSTER. NOTEN ALL DUCTWORK BELOW_ SLAB SHALL BE CONSIDERED CONFINED SPACE. EXISTING METAL DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING DUCT INSULATION SEE SPECIFICATION N.T.S. — INSECT SCREEN RESILIENT GASKET SEAL INTAKE BASE — SECURE CURB TO DECK W/ SCREWS 12' D.C. MIN OF 2 PER SIDE. NOTES 1. H.V.AC. CONTRACTOR TO COORDINATE INSTALLATON W/LANDLORD'S. ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION. O.A. INTAKE GRAVITY• RELIEF DET -AIL TI -12 GREENIECK CRS- SERIES DR EQUAL RESILIENT GASKET SEAL , EXHAUSTER BASE EXISTING INSULATION — SECURE CURB TO DECK V/ SCREWS 12' INC. MIN. OF (2I PER SIDE. MOTORIZED DAMPER NOTES. AS REQUIRED 1. H,VA.C. CONTRACTOR TO COORDINATE INSTALLATON V /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT. FLASHING L COUNTERFLASHING INSTALLATION. EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) N,TS. _ . .. TT -11 3'x3'x1/4' ANGLE FRAMING 14) SIDES- SEE CURB DETAILO 3'x3 ANGLE FRAMING (4) SIDES- SEE CURB DETAIL26 EXISTING ROOFING ,MEMBRANE /ROOF SECURE BASE TO CURB WITH LAG SCREWS 12 O.L. MN OF 2 PER SIDE • ORE PIECE WELDED ALUMINUM FAN SUB - BASE CONTINUOUS PIANO TYPE MIAMI HINGE FABRICATED CURB SEE CURB DETAIL 26 EXISTING ROOF DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING., GAS LINE ON RD 3' MINIMUMt. ABOVE , ROOF EXISTI i METAL ROOF. ANGLE IRON COPED EACH END TO FIT OVER JOIST CLAMP DR VELD ANGLE TO JOIST.,. • DOUBLE NUTTED STEEL WASHER - CLEVIS HANGERS - PIPES 1 -1/4' L S. :ALLER 8'-0' MAX. S.C. 'PIPES 1 -1/2' L LARGER Dr- MAX. OC. GAS LINE DIRT LEG -MIN. 6' AT EACH CHANGE OF ELEVATION. N.T,S. GAS PIPE THROUGH ROOF DETAIL N.T.S.. ALUMINUM ROOF UPBLAST FAN RESILIENT GASKET • VENTED CURB EXTENSION (AIR VENTS ON ALL(4) SIDES) GREASE, COLLECTION. DEVICE IS REQUIRED. • INSTALL PER MANUFACTURER'S REQUIREMENTS. TENANT MUST EMPLOY GREASE GUARD, TO INSTALL CALL 1 -80O- 284 -8273 FOR INSTALLATION. 16 GA. FABRICATED CURB -KFF DETAD SEE DETAILOFDR FRAMING. REQUIREMENTS' c'* REWIRED FREE AREA SIZED ON 500 FT, /MIN VELOCITY ALUMINUM ROOF UPBLAST FAN RELIEF /ROOF EXHAUST FAN DETAIL N.T.S. . -. . ; TT -10 NOTED TO LBE' USED FOR 14VAC RELL= F/SHDI(E RELIEF AND ROOF EXHAUST FANS. /8' ROD (MIN) \ FAN BASE HOLD DOWN CLIP - EXISTING INSULATION RESILIENT GASKET SEAL NOTE. .. „ . H.VAC. CONTRACTOR TO COORDINATE INSTALLATON•V /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT. FLASHING L COUNTERFLASHING INSTALLATION. TT -5 RESTAURANT, GREASE FAN AND PAN DETAIL 2 TT -21 SECURE CURB TO DECK All SCREWS 12' D.C. MIN. OF 2 PER SIDE. NEN DUCTED EXHAUST AIR SYSTEM ABOVE CEILINGS INSTALLED 2• DEEP SOLDERED LIQUIDTIGHT DRIP, PANS 3'x3'.I/4 ANGLE FRAMING (4) SIDES- SEE CURB DETAIL eV!) GROUND JOINT UNION SEE PIPE AND /OR .6ONDUIT FLASHING DETAIL 9 --15' MIN GAS LINE HEIGHT EXISTING INSULATION ROOFING 3'x3'x1/4' ANGLE ANCHOR PIPE TO ANGLE WITH STND. U - BOLT GAS PIPE MIN. 1-1/4' NOTES, 1. NEW INSULATION TO MATCH EXISTING INSULATION FIGHT L OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 2. ROOFING TO BE INSTALLED AND FLASHED - IN WITH MATERIALS TO MATCH EXISTING. INSTALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. LOCATE AWAY FROM BUILDING WALL L 15' -0' FROM OUTSIDE AIR INTAKES RESILIENT GASKET FLASHING BY GREASE GAARD CONTRACTOR EXTEND FLASHING OVER TOP OF INSULATION AND FASTEN AT 8'1.C. NON -COMB, INSULATION -CUT ID FIT AS REQ'D. CONDUIT SEE DETAIL s ' FOR CONDUIT ROOF PENETRATION DETAIL EXISTING INSULATION EXISTING ROOF DECK BOLTED PIPE CLAMP . CONTINUOUS FASTENING STRIP AND APPROVED FASTENERS AT 8'O.C. CAP SEAL OFF METAL DECK FROM DUCT OPENING W/26 GA. SHEET METAL ALL SIDES NOTES. L FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORK IS COMPLETED. X. NEV INSULATION TO MATCH EXISTING INSULATION HEIGHT AND OF THE SAME OR GREATER TE♦ERM L RESISTANCE VALUE. 3. ROOFING TO BE INSTALLED AND FLASHED -IN WITH MATERIALS TO MATCH EXISTING. INSTALL MATERIAL PER, MANUFACTURER'S RECOMMENDATIONS. 4. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH LANDLORD'S ROOFER FDA PROPER SEQUENCE TO PERMIT FLASHING AND FLASHINX INSTALLATION. S. . USE SELF DRILLING FASTENERS FOR METAL DECK,TOGGLES FOR GYPSUM DECKS. GAS LINE (MIN. SIZE - 1-1/4') HUMANE PAD 18•x18' PLUMBING CONTRACTOR IS RESPONSIBLE TO PROVIDE GAS LINE SUPPORTS FOR ALL GAS LINES INCLUDING TENANTS PIPE SLEEVE END CUP. AS 4' REQ'D. 4' PVC ITT S LEEVE SEE MITE 43 METES SECTION L SUPPORT REQUIRED EVERY 10'-0• D.C. AND AT CHANGES IN DIRECTION. 2. INCREASE HEIGHT AS REI'D FOR ROUTING ABOVE ROOF MOUNTED ACCESSORIES SUCH AS EXPANSION JOINTS. a PVC PIPE SLEEVE SHALL BE THE NEXT SIZE PIPE DIAMETER LARGER THAN THE OUTSIDE DIAMETER IF THE PIPE GAS LINE SUPPORT DETAIL MATS. TT OUTLINE OF EQUIPMENT VIBRATION ISOLATION GROMMET I RUBBER SMEAR PAD DR SPRING ISOLATOR FOR RMF MID, EQUIPMENT PATE SHEET METAL CURB CAP PATE CO. EQUIPMENT SUPPORT STYLE ES -2B 5- I/2'x16' MIN 18 GA.- ALL NEEDED FIRE TREATED V ®D BLOCKING. ALL (4) SIDES OF CURB. NOMINAL. 6' VIDE x THICKNESS TO MATCH INSULATION THICKNESS. NOTCH WOOD TO LAY FLAT OVER CHANNEL. 1 WIDE 20 GA. GALVANIZED STEEL PIPE CLIP FOR THE PVC SLEEVE. (2) 4'x4' WOLMANIZED WOOD BLOCKS �� - T6' MIN 4' I MIN i•-0 MAX EIIISTING NET U DECK REINFORCED JOIST INDICATED ON MECHANICAL AND /DR STRUCTURAL PLANS WITH • 1. STUB COLUMNS 2. BLOLK OUT AREAS 3. JOISTS - MARKED WITH AN ASTERISK 00 4. VERIFY LOCATION WITH LANDLORD REPRESENTATIVE SECTION A TAL DECK OLT CHANNEL TO EACH JOIST CHANNEL SUPPORT ON TOP OF DECK CUTIPMENT SUPPORT CURB RODF HTD EQUIPMENT LAG BELT VITH FLATWASHER -EXISTING INSULATION EXISTING METAL DECK FASTEN CURB TO CHANAEL AT 24 O.C. MAX. (MIN 4 PER CURB) NOTES L UNITS UP TO 1880 LBS. TOTAL WEIGHT SHALL BE SUPPORTED MW.(27 JOISTS. 2. UNITS GREATER THAN 1880 LBS. BUT LESS THAN 2800 LBS. TOTAL WEIGHT SHALL BE SUPPORTED ON MM(3)JOISTS. 3, HVAC CONTRACTOR TO ALLOW ROOTER TO INSTALL COUNTERFLASHING PRIOR TO INSTALLING PATE CURB CAP. CONDENSING UNIT AND OTHER SPECIAL 0 ROOF MOUNTED EQUIPMENT SUPPORT DETAIL NTS TT -T8 SECTION -'A' SLOPE AWAY FROM PIPE C UNISTUT PIPE CLAMP— 3 PIPING CURB SUPPIDRT PATE C6 FS STYLE U —' CLCSLRE 12 HIfl1 MINLIB GA. 1,2,4. P NADJ7R CU TD BE MAX. CURB CAP e•-0' DL HUMANE PAD ON TOP OF ROOF.. *Mar MAIL MST. 1ST POINT 18 GA GN.V MIL. CURB SECURE CHASE TO METAL DECK AT V4 POINTS WITH 2x2.4 1/2 VIDE 16 GAUGE SHEET METAL CLIP MILES ma FASTEN TO CHASE VITH =REVS. PLAN SECTION -'C' NOTE. CID, BLOTTO MOLES IN COVER AND ELDSUfE F./ME FOR PIPBO V4' SMALLER THAN OVERALL SUE. COMPRESS INSULATON AND FORCE .0 PLACE. CAULK PERIMETER IF PIPET. CLOSURE PIECE DELDV PIPOF AND EMNO COVE SECURE TO LORD CAP. SECURE CURB CAP TO CURB WITH SHEET METAL SCREWS AT I2' O.C. PATE WOOD NAILER RIGID INSULATION THICKNESS TO MATCH NAILER OVERHANG - ADHERED TO CURB CUT INSULATION TO MEET VOID BLOCKING BOLT CHANNEL TO EACH JOIST VITH MACHINE BOLT. NUT AND WASHER. DO NOT DRILL JOST. LIQUID CLOSURE PIECE FASTEN COVER AT 12110. THRU CURB CAP RESILIENT GASKET RIGID D15U.ATIEN TO MATCH THICKNESS OF VIED NAILER ADHERE TO GIRD FABRICATED CURD. ORE DE SEE CTAIL0 SECURE CURD TO METAL /ECK AT 121IC.I ALOON. 2 PER SIDE) VDIA G.V. METAL REFRICgRANT DMSE FOR LOVER TENANTS INLY TED COVER MAR 0 6 1998 as -T REGIIS y i+ATE N?M MIIl4x� SECTION -'B' NOTES L NVAC CONTRACTOR TD COOI IINATE DISTALLATION VITH LANDLORD'S RIVER FOR PROPER SERLENCE TO PERMIT FLASHING AND COU TERFLAV.6 1NSTALUTIQ4 E CHASE AND COVER DSTKLATI - 1' THICK NEPA COATED PINED ON 4' CENTERS AND GLUED TO SIRE? METAL. 3. SILICONE NG TO DE SILICONE RASE Alm VATERPIOF. REFRIGERANT PIPING ROOF CHASE AND PIPE SUPPORT DETAIL 0 NT.F TT -17 NOM SNOW IEFRIFERANT PIPING ROUTING IRON CDDEISER TO AIR ADDLING MIT DI PLAN