Loading...
HomeMy WebLinkAboutPermit D99-0115 - Southcenter Mall - Corridor ExtensionSouthcenter Mall City of TukwilaS:Z pr; ,# S-5- 2001;," Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category :. Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License,.No`c:;.` OCCUPANT SOUTHCENTER MALL 633,: SbUTHCENTER M4 LL, TUFWILA WA 98188 OWNER SOUTHCENTER 'JOINT VENTURE ATTN ``JAMES J. GUDIN, 25425 CENTER RIDGE CONTACT MARTIN LARSON '17955 SE 280 PL,.; KENT WA 98042 CONTRACTOR'::`M JAARSON CONSTRUCTION _INC 17955 ; SE . 280TH-•:PL, KENT WA-98042 Permit Center Authorized Signature: (t1 Print ARET DEVPERM TUC II -N 001 North: TUKWILA. 262304 -9023 633 SOUTHCENTER MALL Fire South:_ ..0..;,......,,East S1 _ op,e . s. ,...- N ........ Permit_ No: Status: Issued:, Expires: Occupancy:. UBC: Protection: .0. West: Streams: :D99 -0115 ISSUED. ..05/05/1999 01/08/2000 ., CLEVELAND OH 44145 , Phone :253 -630 -6635 Phone: -630 -6635 Date:57-9 --6 C, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or it the work is suspended or abandoned for a period of 180 days from the last inspection. (206) '4313670 STORE. 1997 SPRINKLERS /AFA 0 **• k• k**• k• k• k** k • k• k.*** k" *• k*• k********• k* k ****• k***• k*• k**• k*• k***** * **•k * ** * * * 'k•k *•k * * * *k * * *•k ** Permit Description • EXTEND. EXISTING; CORRIDOR' TO' PUBLIC:`CO,RRIDOR DIRECTLY BEHIND:;: BEN ,BRIDGE. JEWELER. *************• k• k * *** * * * * * *•kk ilr.k�iA * * * *** ** 1 ; * * Iii***** * * **;k * *** ** *•k** *** ***** * **** ConstrutionValuation': $ PUBLIC WORKS'PERMITS: *(Water' Meter Permits Listed Separate), Eng. Appr: Curb Cut/Access /Sidewalk /CSS: N Fire Loop Hydrant: N load :.Control Zone: N Hauling: N Start Time,: Land Altering: N Cut: Landscape Irrigation: N MoviOversized Load: N Start Time:. Sanitary Side;. Sewer: N No: Sewer ;Ma'in Extension: " .N Private: '' N Public: Storm Drainage: N -Street Use: N., Water Main ,Extension: N:; :Private: N Public: N ** k******************** *'************ k***** k******k*** * * * * *k * *k* * * * * * * *k *kk * * *** * *k ** TOTAL DEVELOPMENT PERMIT FEES: $ 816.71 *• k***** k**• k*• k* k************* ***.l••k****•k * * *k•k**A j•k *k * • k***** *•k *kk•k** *** * * * *k * *•kk * *•kic•k Date: 5 -1 City of Tukwila f Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature: Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9023 Address: 633 SOUTHCENTER MALL Suite. No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: II -N Gas /Elec.; Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License,- Permit Center Authorized Signature: DEVELOPMENT PERMIT South: .0.. East: Sewer TUKWILA` Slopes: N MJLARbI077DH This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Fire { _ .. `` (206) 431 -3670 Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: 0 West: Streams: RD D99- .0115 D ISSUE 05/05/1999 11/01/1999: STORE. 1.997 SPRINKLERS /AFA ' OCCUPANT SOUTHCENTER MALL 633 SOUTHCENTER MALL, TUKWILA WA OWNER 5OU;THCENTER VENTURE JAMES J' GUDIN, 25425 CENTER RIDGE CONTACT %:MARTIN LARSON 17955 SE 2 PL;. KENT. WA 98042 CONTRACTOR';M J LARSON CONSTRUCTION ,INC 17955`SE KENT WA•9 **• k** k******* k k******** ** * *. ** * * * * * *9i **k * * * * * * * * * * * ** Permit Description EXTEND; EXISTING' CORRIDOR TO PUBLIC CORRIDOR DIRECTLY BEHIND BEN ..BRIDGE JEWELER. *k * * * * * * *** * * * * �r'k i * * *** .******************** k**- k******• k*** k. k* •k•kk * *•k * * * * *•k * * * * * * * * *•k* Construction Valuation $ 35,000.00 PUBLIC WORKS PERMITS: , *(Water Meter. Permits .Listed Separate): Eng. Appr: Curb Cut /Access / Sidewalk /CSS :', N Fire :Loop Hydrant: N No.: Size('in) .00 lood_Control Zone: N Hauling: N Start Time: Enid Tim: e _' ; Land Altering: N Cut: Fi11 Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: N No Sewer - Mai,n Extension: N Private: N Public: N Storm Drainage: N Street Use N Water Main Extension: N Private: N Public: N ********* k************• k* k**.• k************* k***** k******* * **k ** ** * * * *k** * ** * * * * **•kk* TOTAL DEVELOPMENT PERMIT FEES: $ 816.71 ******************** ** * * * *k *•k * *•k ***** * * ** * ** *** (*******• k *k * * * *k * ** * * * * * *** * **•k* * * ** CLEVELAND OH 44145 Phone: 253-630-6635 Phone: 253-630-6635 Date: 5-99_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: 5-5-99 9 if the work is not commenced within if the work is suspended or abandoned inspection. Address f 3 ,souTF "ENTER! f4ALL;� : M y ' ; Y Per ini t� iVo D99-- 0115, tei SU i t errant: Type DEV`riERM,: arcel .::# 2623O4.-9023 t No ..Chthge.sYswi 11, cbe:madea to the plans unless approved Engfineer artid theTukt l:a Buflding Division atus': t55UUD p °pllied 0.3/.1 Is 0 ;Al ; per.mi is :, Ins pection�. r e { c 4rds, an."d approved :plans sha "l a v at la'ble,,,;4t the 'So b. sit p'r'ior to the, start of any con si'ruct i on Tfie'seJ'documen a re. ',.to :'lie ` ma'i n i ned and ave i able until, final inspect i on approov 1 As': granted ,, Eleptr: permi ts;:shal..l Ike;: obtain „through the .Washington St~ e: ( i,,v;i`s i on '`ot ” Labor -- a;n,d Industries and,' all electrical - wd �' . w:•i l be`- i nspected, by that agen y ( 2a0� -6630) . Pl;unbing permits stt,al l." be t obtai.ned ttirouggti the Sea t:tle I co'linty'Department of P'ublic Hea'tth �'' • will be f i'nspe 'that agency," inc1'idtng: -311 gas piping ( 290x'472,2)', Y, r 1 ;', A l 1 kme % chan : i ca l ? work` shall be u se to permi t ;the C i'i;t1y of Tukw.i.l a 1 F, f' All construction to be done in conformance with approved, plans''and requirements of the'''`Uniform Bui ldling Code," (19,977 "Edition° as amended, Uniform Meehan ical .(1997. Ed and Washington "St:ate EnergyrfC (1997' ) " - Edition. Validity of':Permit.' The issuance of:.,,,a permit or approval of ,plans,: specifications, and,1 :computa { tuns shall not,,be` con :. strued to be ax, mit for, ; or an approval of. any "violation of any of the provisions of the bui 1ding „code; : : or of any other ordinance of '=the` iur ,isdic.t.,ion No permit presuming to give authority to violate ';: =or_cance1= ' <;tf'e provisions of this code shal 1 be val id. . * *: * *Ak*0 *;* *'A*kii *><;; 4***• k kA*',4 it,kikit •A** * **•k•k *A•kk:il•.•k .•A X *'At'0k`kk'k'k **k** *•k* 'ermit Condit • Prolect Name/Tenant: oRLI o(Z ev- ENTtc s) Value of Construction: 35 oa Site Address: f1n City State/Zip: (i 3 3 s o om Cf,J R 1 Tax Parcel Number: S&O3x - /OZ3 Propeity Owner: 61CW.A (L A J A-GO D 5 CO rv° IPJC.. Phone: Z -Z �Z -U 4 Z 3 Street Address: City State /Zip: Co 3 3 S o v TM.- CrE.A 1`E . - tc w64.4 Fax #: Contractor: nn m . .1 , �. r4 7.--S 0".1 l ..)S T • /J L. Phone: Z s 3 -C. 3 0 — G L 3 S Street Address: City State /Zip: z - SSS S.� Z- LSO F R. k-F al WA C9o Fax #: 2 - 1 _ 9. Architect: l C G...) - re et-- R1 o c E D F R,„—) Cc 4,•4 l G g..3 /' - Phone: Z/ C. — 84 t - 4 8 c) v Street Address: City State /Zip: 2 1z.S CEA,rt. -- Rsocd A8. Cc.frse. OL,10 44e414s Fax #: Engineer: (� 1 / 5.4k-r"-IL `\ I �{4,V /3 4K d IA. Cr Phone: Street Address: City State /Zip: Fax #: Contact Pe s n: m. J, C,04 12..% o,., Co NS,- N 4— `M A rvry Phone: Z S 3-(030 3% Street Address: Onn ee II City State /Zip: Fax #: Description of work to be done CO C �1 .�f ( /,/�/� /� tl PLJP2tA, c T� '4- - rf:-. l0 J ,T t..7 1 I h f c '. A .- I n. o o e"_ , A.A. , W d !` Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ® Other (10 n. n., .b n ,.. c..1 0 ..ic. - Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College/University 131 Other SA av , GE w e A.«- Will there be a change of use? CI yes 71 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: ® sprinklers ® automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) 18 o S (4 Pr Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: gal ❑ Miscellaneous CTPERMIT.DOC 1/29/97 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 mall or facsimile. APPLICANT REQUEST FOR PUBLIC :WORKS∎SITE/CIVIL' REVIEW:OF THE FOLLOWING: (Additional reviews maybe determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Dale application expires: Applicat n aken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AGJ ORI D AGENT: Signature: ( C Date: 4 _I T 3 S I City /State /Zip {�, � ,.. z- 5- 9 9 L Fax S = Gs,- Z t Z.. 4- wry- 4 1164. �. Print name: IA 4 to 'L�1 S J` C r4 IQ 0 k L9 0 tk. Ph ne: z s i- 6 5 o--64 Address f 1--Q 5S ALL COMMERCIAUMULTI -F MILY TENANT IMPROVEMENT /A ERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ El Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposedtbpography 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. ❑ El 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. CTP! RM17'.DOC 1/29/97 **A4**444**9 • ••"-:.• IRiNSMiT P5 : „ . Permit 01 Pi.rce1 No: :..‘2623,04 9023 Total F 1:: ',ALL Pnit: 816.71 • a1 4■4c Cod Dcription c •14rn,o -..• -.492.25 ,- • 000/3G.904 4.2;9 . . 3127 05/07 9717 TOTAL 1432.00 • . • , ••••••:' „, • ;: • ' • , • ' • . • , • , , . „ ■ • - „, , • „ • , 4c' '1%:ti' 1/14Cie •A• 441. * • e CITV OF ,• , 441 t1 TPIPthN1T . IR'tNSMIT 4LuTIbr. R8OOQ47 mount 191 4/15/'3 1O tA:lp •4!‘,-• * • A .. • • ,* •!!.7777`7 - "*"7- .• . 0 4 . nl* 0 145: "f.'y 'a 1) EVT.E R E V P.: LOPME, E R.t1 .*1 .. • • . „ .,.• :'" • :•-•'• • '••• • 633 SPiFf.:11PEN.TEl?' MALL /".:' • ••• :„ .• • „. . . . „ hi Paynierit 3tb 71 31'9 " o iti , A 1: L •-••P t ' • ';319.9 El.; • • • * *;•44.■;...k 4; 'A'. ic44.44 ? .4,".**4 . , - * *4.44 I v* 4 Account e • aespri.pt.i un- • • . • . flutgurtt • .• • '„ ••• • ••• ..... • - ....• . 245 3 04/16 9717 TOTAL 919 49 COMMENTS: Type.of Inspe lion: t t rn.t (../ f6/ ALA 4/07 c f (0 Address: 3� 30t 1 t�1CQ I4w N`a II /.1C(7 S /CS- (/c c ter-* ex_ /.4 t Special instructions: -, i w1\\ CC4u . / /,((S/'. .0, a •m� m Re nester: i, /410 /.ieZ c Phone: ,.- 1:: CP?)C.) "CD(camSg �- ' / 4- .• ii-4-/-ti / 5th • B /L' /,e s7� 4 ', b iete7 -- &xi 6,e,22 c D o4 otect: C>�)`�InC� � r J�ICI Type.of Inspe lion: t t rn.t (0 Address: 3� 30t 1 t�1CQ I4w N`a II Date calle - DQ Special instructions: -, i w1\\ Date w wanted: � a •m� m Re nester: Phone: ,.- 1:: CP?)C.) "CD(camSg • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #1:06, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ..•_ Aso! .,. �._.,....::. a:"...:...�•.tir._.:.., ":t,�� +': Stu•,. � r: �,,.•. r.::.....__ rx ,. _ COMMENTS: A( '4D ► Type oU i 7g.. l t- 17- S (( 7 X - '&.(or r,trS ...44 0 Afe-gi'7V G (S A /6,, 4. # A Special instructions: p-i e 6.7- q( ' & -P �/, , ii ('1 - " r c- --4rtg� ;; TC 5 M ` • . �?�ol 77 Ft oz- F (,Li 4C , F LQ L r rn f A 4 / p4- C.< LINK) 1 / 0 , !� J� / 1"f / '1/Ai S.. /-O-�l- 12-6 -) , 714 r i S. co Pe. 4., A. 4.--A1 • _ __ ,x 0 ge V(,s 6 Pc.414 0.a....00,e4.6(--"1 r ' ct: m _/L, Type oU i 7g.. dr s s�AA �"�"� Date called: Date wanted - 7 2.-M-' Special instructions: Requester y— ?q I Phone: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit �Weorrections required prior to approval. ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 COMMENTS: 1, Type n: 1 ,01A 6 Date called: Date we a.m. P.m. Special instructions: • Requester: Phone: Alas7 - 041/1440/77id /44-7"ri) P,6ti /7,,'h7)9A6 & '' • — gliA)-x--.0.f. /xf /Az .49 76is 77A16: I Proje : 1, Type n: 1 Ad , res§; , 7:5)- Cc W/Itc.- Date called: Date we a.m. P.m. Special instructions: • Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 A pproved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: : tr -' 4 .141'. r. Proje5" e v‘,... I I 6 o ft:F v .. 4 ivy At 5 . &A rm a Date called: / Spyfial instruftions: 1 COVOI I. i' .. Date wanted: &/ .m p.m. Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. , 11 f PERMIT NO. (206)431-3670 ' Corrections required prior to approval. COMMENTS: 'ffe.uky Alb s frZ / ally _AAA. $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .1 1,11 , !‘INILA-,tar : 4 4 , 13iiihr Nitif■CP ft, • . Proj G �� TYP t ;Address: __ nn /�� Date called: Special instructions: 03 " $'44,96r1...— Date wanted: � 0 � a.m. P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPEC CITY, OF BUILDING DIVISION . 6300, Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 9 Ins $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t ±r,;�l]k'.•ii mkS�i&riac ".. +G: lkk�i.d tnSiYI. h' 7rJa.l.aa ProjecS A nA • I I Mau • Type of Inspeption: . - — `tat ,. iyt. • . Tiri5-a,thi..ct„A•_e4 Date called 4- . ,s, • 3 :Special instructions: • ... , Date wanted: fr. et ci .,.., (:). P.m.• Requester: e7 - .Phone: 71 . . . , 'INSPECTION RECORD Retain a.topy.withperthit. INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 44 ,„Approvecl per applicable codes. COMMENTS: Al67 I 7 4, .. • 0 9 ? El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •••TAT' 77 -7.77 - T , 177 • 7%7 - (206)431-3670 Corrections required prior to approval. .;;O:14' ' • P ect: ( li 1 mall Type o ns ecti .103x- 4 / Ceeikr /y] / / Da te called: , 5 ao/lq Special instructions: 3(P pa9�1 -• Pi/1 Date wanted: 5ra / p.m. r e . R equ ter: �. `4, �J ht (,A ht Ph INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 orrections required prior to approval. COMMENTS: ,c9gocr4t) PC-4711-S .CCo e,c6 °-(c- 4 - m°przeme. rg4ebtAc, 7 i/cr - �Q 3 (c:1 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: =' i:•' r', �r: 5:. 3r.. �rd ?` f,:' C�:. �W !.'t�:_.,���w"- �.s��r'........ • � LEGAL DESCRIPTIONS PARCEL 1 '}NAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWK9IIP 23 NORTH, RANGE 4 EAST, WLLAMETTE :911DIAN. M KING COUNTY. WASHINGTON, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 26, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON MID OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, AND OF THE INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINGTON, Ah) OF BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, AND OF THE W.H. GIWAM DONATION LAND CLAIM NO. 40, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 25; THENCE NORTH 0012'09'WEST, ALONG THE NORTHERLY PRODUCTION OF THE EAST UNE OF SAID SUBDIVISION, 406.49 FEET; THENCE SOUTH 89'4751' 't4EST 30 FEET TO THE WEST MARGIN CF ANDOVER PARK WEST AND THE TRUE POINT OF BEGINNING; THENCE NORTH 8725'13'WEST 526.42 FEET; THENCE SOUTH 0019'36'11EST 30.02 FEET; THENCE NORTH 8725'13 - WEST 253.52 FEET; THENCE SOUTH 0019'36'WEST 366.8L FEET TO THE NORTH UNE OF THE SOUTH 40.00 FEET OF THE SOUTHEAST QUARTER OF SAID SECTION 23; THENCE NORTH 89'40'24 - NEST, ALONG SAID NORTH UNE, 179.20 FEET TO AN INTERSECTION WITH A UNE WHICH BEARS NORTH 0019'36 - EAST FROM A POINT ON THE SOUTH UNE OF SAID SECTION 23, WHICH IS 341.40 FEET EAST OF THE SOUTHWEST CORNER OF NE SOUTHEAST QUARTER OF SND SECTION 23; THENCE SOUTH 0019'36 - WEST 14.00 FEET; THENCE NORTH 89'40'24 10.50 FEET; THENCE SOUTH 0019'36'Y€ST 36.83 FEET; THENCE NORTH 8910'24 7.90 FEET: THENCE SOUTH 0019'36'WEST 42.17 FEET; THENCE NORTH 89'40'24 72.00 FEET; THENCE SOUTH 0019'36 "WEST 96.00 FEET; THENCE NORTH 89 40'24'WEST 226.00 FEET; THENCE NORTH 0019'36 - EAST 138.17 FEET; THENCE NORTH 89'40'24'WEST 79.90 FEET; THENCE NORTH 00'19'36'EAST 10.83 FEET TO NE WESTERLY EXTENSION OF THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 23; THENCE NORTH 8930'24'WEST, ALONG SAID EXTENSION, 10.50 FEET; THENCE NORTH 0019'36 - EAST 40.00 FEET; 'THENCE NORTH 89 40'24'WEST 151.60 FEET; THENCE NORTH 0019'36'EAST 790.45 FEET TO THE NORTHEAST CORNER OF THAT PORTION OF THE SOUTHCENTER PARKWAY VACATED BY ORDINANCE N0. 555, aTY OF TUKWILA AND AS RECORDED UNDER RECORDING NO. 6516239, IN KING COUNTY, WASHINGTON, SAID NORTHEAST CORNER ALSO BEING A POINT ON A 565.79 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, THROUGH WHICH A RADIAL UNE BEARS SOUTH 0434'32" EAST: THENCE VEST. ALONG SAID CURVE AND THE SOUTHEASTERLY MARGIN OF SAID SOUTHCENTER PARKWAY, 282.00 FEET TO A POINT OF COMPOUND CURVE TO THE LEFT OF A 339.07 FOOT RADIUS; THENCE SOUTHWESTERLY, ALONG SAID CURVE. 37.76 FEET TO NE MOST NORTHERLY POINT OF A TRACT OF LAND CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 6516243, IN KING COUNTY, WASHINGTON; THENCE CONTINUING SOUTHWESTERLY, ALONG SAID CURVE AND SOUTHEASTERLY MARGIN, 312.17 FEET; THENCE SOUTH 89'39'00 - NEST, ALONG SAID SOUTHEASTERLY MARGIN, 17.04 FEET TO THE EASTERLY MARGIN OF SAID SOUTHCENTER PARKWAY ( FORMERLY 57th AVENUE SOUTH) AS DEEDED TO THE CITY OF TUKWILA AND RECORDED UNDER RECORDING NO. 5735981; THENCE SOUTH 0021'00' EAST, ALONG SAID EAST MARGIN 438.12 FEET TO AN ANGLE POINT THEREIN; THENCE SOUTH 00'23'45'EAST. ALONG SAID EAST MARGIN 633.44 FEET TO THE NORTHERLY LINE OF STATE HIGHWAY RIGHT OF WAY; THENCE NORTH 8952'4YEAST, ALONG SAID NORTHERLY UNE 5.31 FEET TO THE EASTERLY UNE OF SAID STATE HIGHWAY RIGHT OF WAY; THENCE SOUTH 0010718'EAST, ALONG SAID EASTERLY UNE. 134.50 FEET TO THE SOUTHEASTERLY UNE OF SAID RIGHT OF WAY; THENCE SOUTH 4325'05'14EST, ALONG SAID SOUTHEASTERLY �. UNE. 6.74 FEET TO THE AFORESAID EAST MARGIN CF, SOUTHCENTER PARKWAY; THENCE SOUTH 0023 ALONG SAID EAST MARGIN. 471.45 FEET TO THE BEGINNNNG OF A CURVE TO THE LEFT OF A 50.00 FOOT RADIUS; THENCE ALONG SAID CURVE. 77.70 FEET TO A POINT OF TANGENCY ON NE NORTH UNE OF STRANDER BLVD. ( FORMERLY SOUTH 164th STREET ), AS DEEDED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED FROM SOUTHCENTER CORPORATION ON FEBRUARY 14, 1963; THENCE SOUTH 8926'22'EAST, ALONG SAID NORTH LINE, 588.31 FEET: THENCE SOUTH 8910'56'EAST, ALONG SAID NORTH LANE, 1255.52 FEET TO THE BEGINNING OF A CURVE TO THE LEFT OF A 50.00 FOOT RADIUS; THENCE ALONG SAID CURVE, 79.14 FEET TO THE VEST UNE OF ANDOVER PARK NEST, AS DEEDED TO NE CITY OF TUKWILA BY QUIT CLAIM DEED FROM SOUTHCENTER CORPORATION ON NOVEMBER 01, 1962; THENCE NORTH 0012'09'NEST, ALONG SAID VEST UNE, 1652.93 FEET TO THE TRUE POINT OF BEGINNING. RECEIVED CITY OF - TUKWILA APR 1 1999 PERMIT CENTER -on Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director . Permit Status D99 -0115 633 Southcenter Mall Dear Mr Larson: In reviewing our current permit files, it appears that your permit to extend the existing corridor, issued on May 5, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician Xc: Permit File No. D99 -0115 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 riginal Plan Submittal Response to Correctionletter R esponse to Incomplete Letter Revision # After. Permit Is, Issued DEPARTMENTS: Ken Bu Eig Division 1��lII C� P blic Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved Approved with Conditions U'R•ROUTE.DOC 6/98 muica,it.xvlxarwa: C L rorm PLAN REVIEW /ROUTING SLIP Fire Preventi Structural , Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) CPL q r Planning Di- Permit Coordinator inator DUE DATE: 4 -20 -99 Not Applicable ❑ No further Review Required n REVIEWERS INITIALS: DATE: DUE DATE: 5 -18 -99 Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) REVIEWERS INITIALS: DATE: Dear Sir: City of Tukwila Fire Department- Fire Department Review Control #D99 -0115 (512) April 21, 1999 Re: Southcenter Mall - 633 Southcenter Mall - corridor extension 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. 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) 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, John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department- - Page number John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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 occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 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) 5754404 • Fax (206) 5754439 • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 3754439 1.625 . t -IN0 12;/97) I. GENERAL NOTES I. TI-E CONTRACT AGREEMENT, INSTRUCTIONS TO BIDDERS, AND TI-ESE DRAWINGS SHALL BE A PART OF THE CONTRACT DOC- UMENTS AND ARE TO BE THOROUGH.Y REVIEWED BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO BID SUBMITTAL 2 UNLESS OTHERWISE STATED IN THE INSTRUCTIONS TO BIDDERS, THE CONTRACTOR SHALL PAY FOR ALL PERMIT FEES, INSPECTION FEES, ETC. NECESSARY FOR TILE TOTAL COMPLETION OF THE WORK AS SHOWN ON THESE DRAWINGS. 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE JOB SITE DURING THE PREPARATION OF THE BIDS AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY INCONSIST- ' SMOKES BETWEEN THE DRAWINGS AND.. ACTUAL FIELD CONDITIONS SHALL BE- REPORTED TO TIE PROJECT COORDINATOR PRIOR TO THE CONTRACTOR'S BID SUBMITTAL. 4. ANY EXISTING F,RE PROTECTION OR ENUNCIATOR SYSTEM (IE SPRINKLERS. SMOKE DETECTORS, ALARMS. EC.) MUST REMAIN OPERATIONAL AT ALL TIMES UNLESS 011-ERWISE APPROVED IN ADVANCE BY THE SHOPPING CENTER MANAGER. ( SEE RUES AND REGULATIONS NOTE 614. ) 5. PRIOR TO BEGINNING ANY DEMOLITION OF THE STOREFRONT AREA, THE CONTRACTOR SHALL ENSURE THAT THE STOREFRONT BAR- RICADE' IS MOVED OUT ,APPROX... FOUR FEET INTO TILE MALL THE BARRICADE SHALL BE CONSTRUCTED AIRTIGHT WITH VISQEcN ON 1-E SIDES OF THE BARRICADE TO PREVENT DLS FROM Ev11621NG THE MALL AND ADJOINING TENANT SPACES IN ACCORDANCE WITH THE DRAWINGS AND TFE DIRECTION OF TILE MAIL MANAGER, 6. THE CONTRACTOR SHALL PAINT ALL NEW EXPOSED ELECTRIC._ EQUIPMENT. CONDUIT, PIPING, ETC. ON THE OUTSIDE OF THE BUILDING TO MATCH EXISTING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY LIGHTING AND 011H52 TEMPORARY UTILITIES ANDEDVICES NEC- ESSARY FOR THE COMPLETION OF THE WORK. 8. VALI C Y CTS STAMP- THE ARCHITECTS STAMP T.ND SIGNATURE IS VALID ONLOR THE ORIGINAL DATE ON THE G.;WINJGS L REVISIONS MUFST A BE INITIAIFD BY TILE ARCHITECT" TO MAKE ANY REVISIONS VALID. 9. THE ARCHITECT SIGNING THESE DRAWINGS HAS NOT INI3PCCTED THE PREMISES SHOWN HEREON TO DETERMINE TILE PRESENCE OR ABSENCE OF ASBESTOS OR OTHER HAZARDOUS MATERIAL AND ASSUMES NO LIABILITY WITH THE RESPECT TO THE DETECTION AND / OR ABATEMENT OF SUCH MATERIALS. II. PRECONSTR. REQUIREMENTS I. PRIOR TO STARTING TIE WORK, TIE CONTRACTOR SHALL ARRANGE A PRE CONSTRUCTION MATING BETWEEN THE SHOPPING CENTER MANAGER AND THE CONTRACTOR'S SUPERINTENDENT AT THE SHOPPING CENTER OFFICES TO REVIEW THE RUES AND REGLLAT IONS, DRAWINGS, AND THE CONSTRUCTION SCHEDULE IN ADDITION. THE_ FOLLOWING MUST BE IN TILE POSSESSION OF THE SHOPPING CENTER MANAGER BEFORE ANY WORK CAN BEGIN- A. A COMPLETE LIST OF CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS TO BE USED. B. A COPY OF EACH OF TILE LOCAL AND STATE BUILDING PERMITS ( IF REQUIRED ) AND ANY ADDITIONAL- PERMITS AS MAY BE REQUIRED BY 71E GOVERNING AUTHORITIES. C. CERTIFICATES EVIDENCING THE REQUIRED INSURANCE COVER- AGES AS SET FORTH IN THE'. RUE REGL S AND REGULATIONS NOTE u( D. PERFORMANCE, LABOR AND MATERIAL IIO NOTE BONDS AS SET FORTH IN THE RULES AND REGULATIOIONS NOTE A. III. RULES AND REGULATIONS I. BONDING REQUIREMENTS- TI-E CONTRACTOR SHALL SECURE. PAY FOR, AND MAINTAIN A PERFORMANCE AND LABOR AND MATERIA. PAYMENT BOND IN TILE FORM OF AIA DOCUMENT A -311, FIDRUART 1970 EDITION, IN AN AMOUNT EQUAL TO THE COST OF WORK OR TO 71-E TOTAL CONTRACT PRICE ( WHICHEVER IS 71.E GREATER AND SHAD- NPME SOLINGENTER JOINT VENT RE, AND THE RICHARD E JACOBS GROUP AS AN ADDITIONAL BENEFICIARY AND SHALL BE ISSUED BY A S:IRETY COMPANY AUTHORIZED TO WRITE BONDS FOR THE U.S. GOVERNMENT FOR NO LESS THAN $2.500,000.00 2 PROTECTION OF PROPERTY - 71-E CONTRACTOR SHALL BE REEPON- SIE E FOR PROVIDING THE NECESSARY RAMPS, CHUTES, CO\ BRINGS, ETC. AS .NECESSARY TO PROTECT THE PUBLIC, THE SHOPPING CENTER AND ANY ADJACENT TENANT PROPERTY FROM DAMAGE SUCH DAMAGE MAY INCLUDE MERCHANDISE FURNITURE AND FIX- TURES, AS WELL AS EXISTING RUCTION ANY AND ALL REPAIR OF DAMAGE TO PROPERTY WILL BE BE PERFORMED AS DIRECTED BY THE PROS - CT COORDINATOR AND AT THE EXPENSE OF CONTRACTOR. 3 SITE ACCESS, MATERIAL DELIVERY AND PARKING - THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES FOR THE WORK ALL DELIVERIES SHALL BE MADE THROUGH THE SERVICE DOOR OF THE TENANT SPACE IN WHIOa THE WOW IS BEING PERFORMED VIA THE ADJACENT TRUCK DOCK AN / OR SERVICE CORRIDOR. AT NO TIME WILL THE TRANSPORTA "ON OR DELIVERY OF MATERIALS BE ALLOWED ELT-. IN OR AC7:OSS THE MALL PUBLIC AREA WITHOUT 71-E EXPRESS WRITTEN CONSENT OF THE SHOPPING CENTER MANAGER. SPECIFIC AREAS HAVE BEE, DESIGNATED BY THE SHOPPING CENTER MANAGER FOR PARKING. TILE CONTRACTOR SHALL BE R-SPONISIBLE TO ENSURE THAT ALL EMPLOYEES WORKING UNDER THE CONTRACT' USE THE DESIGNATED'.PARKING AREAS. THERE WILL BE 1.0 CONSTR- UCTION TRAILERS ALLOWED ON 71-E SITE NO WILL BE ALLOWED IN ANY OF THE DRIVEWAYS, FIRE LANES, SD. AM) AND TRUCK DOCKS EXCEPT FOR ' - OR LOADING AND .LOADING. 4. WORK AREA AND STORAGE THE CONTRACTORS WORK' AREA WILL BE RESTRICTED TO THE TENANT SPACE IN WHICH THE WORK IS BEING PERFORMED. NO STORAGE OR WORK AREAS WI, BE ALLOWED IN THE ADJACENT TENANT SPACES. AT NO TIME ARE THE SERVICE CORRIDORS OR TRUCK DOCKS TO . USES) AS A STORAGE OR WORK AREA 5. TRAFFIC CONTROL- THE CONTRACTOR SHALL BE RESP:NSIBLE TO PROTECT THE PL.BLIC AND REROUTE ALL TRAFFIC WI-ETIE REQUIRED TO ACCOMMODATE THE COMPLETION OF THE WORK ALL T- ION BARRICADES AND REROUTING MUST FIRST BE APPROVED BY BY TILE SHOPPING CENTER MANAGER. 6. INSURANCE REQUIREMENTS- THE CONTRACTOR SHALL CARRY WORKMANS COMPENSATION INSURANCE COMPLYING WITH STATE LAWS PERTAINING TO THE WORK C. -ENSIVE PUBLIC LIABILITY PROPERTY DAMAGE INSURANCE AND COMPREHENSIVE AUTO MOBILE AT-K) BILE LABILITY AND PROPERTY DAMAGE INSURANCE COVERING THE CONTRACTOR AND ITS SUBCONTRACTOR'S OPERATIONS DURING THIS CONTRACT. SAID POLICIES ARE TO E FOR THE MIN- IMUM LIMITS OF $L000,00000 FOR PERSONAL I NJURY AND 5500,000.00 FOR PROPERTY DAMAGE AND SHALL NAME SOUTI- CENTER JOINT VENTURE, AND THE RICHARD E JACOB$ GROUP AS ADDITIONAL INSUREDS. CERTIFICATES SHALL BE DELIVERED TO THE SHOPPING CENTER MANAGER PRIOR TO THE COMMENCEMENT OF WORK AND SHALL BE SO NOTED THAT SUCH INSURANCE SHIPLL NOT BE OANCELED OR MATERIALLY CHANGED, EXCEPT LEON TEN (10 ) DAYS PRIOR WRI ITEM NOTIFICATION. T. SECURITY AND AFTER HORS WORK- IT SHALL 6E THE CONTRACTORS SOLE RESPONS!BILI T 7 AIVD LIABILITY FOR THE SECURITY.^,° "I MATERIALS AND / OR EQUIPMENT EF_..ATED TO THE YJORK SINCE THE SHOPPING. CENTER ENP LOPS SECURITY PERSON._ TO PROTECT TH,E SHOPPING CENTER PROPERTY, IT WILL BE NECESSARY I- IST°. R ANY CONSTRICTION PERSONAL WORKING AFTER HORS OU WITH THE SHOPPING CENTER MANAGER. THE CONTRACTOR SHALL PROVIDE THE SHOPPING CENTER MANAGER, WITH ME NAME OF ANY PERSONNEL WORKING AFTER HOURS AS WED- AS A PHONE Numeez AT WHICH THE CONTRACTORS SUPERINTENDENT MAY BE REMOED DURING THE AFTER HOURS. THE SHOPPING CENTER MANAGER WILL THEN.GIVE THIS INFORMATION TO THE SECURITY SUPERVISOR. AFTER HOURS, ANY INDIVIDUALS FOUND IN THE WORK AREA NOT REGISTERED WITH SECURITY WILL BE REMOVED FROM THE WORK AREA AND THE SITE 8. SAFETY- THE SHOPPING CENTER MANAGER MAY STOP ANY WORK AND THE CONTRACTOR WILL CORRECT ANY ITEM WHICH MAY, IN TILE SHOPPING CENTER MANAGERS OPINION CAUSE INJURY OR HARM TO THE PUBLIC OR SHOPPING CENTER PROPERTY AND THE CONTRACTOR SHALL BE FULLY LIBEL FOR ANY COSTS OF DAMAGE OR DELAY AS A RESULT OF SUCH ACTION 9. SIGNAGE THE CONTRACTOR IS NOT PERMITTED TO POST ANY COMPANY NAME OR SIGN ON THE STOREFRONT TEMPORARY BARRICADE OR BUILDING EXTERIOR. HOWEVER, THE CONTRACTOR SHAD. POST ALL SIGNAGE AS REQUIRED BY THE SHOPPING CENTER MANAGER FOR PUBLIC SAFETY OR GENERAL WARNING. 10. BELOW GRADE CONSTRICTION- PRIOR TO BEGINNING ANY BELOW GRADE CONSTRUCTION WORK, 11-E CONTRACTOR SHALL VERIFY TI-E LOCATION OF ANY UNDERGROUND UTILITY SERVICES. ANY DAMAGE TO EXISTING UNDERGROUND SERVICES WILL BE REPAIRED AS DIRECTED BY THE PROJECT COORDINATOR AND CHARGED TO THE CONTRACTOR. II. INTERRUPTION OF UTILITY SERVICES- THE SHOPPING CENTER MAN- AGER MUST BE NOTIFIED AT LEAST 72 HCLRS PRIOR TO ANY MODIFICATION TO UTILITY SERVICES THAT WILL TEMPORARILY INTERRUPT THE SERVICES TO OTHER TENANTS OR TO THE SHOPPING, CENTER. 12 NOISY CONSTRUCTION - THE SHOPPING CENTER MANAGER HAS EST -. ABLISHED WORKING HORS WI-EN THE CONTRACTOR MAY PE2FORNA 'NOISY CONSTRUCTION. ( CHECK WITH THE SHOPPING CENTER MANAGER FOR THESE RESTRICTS HOURS) THE' SHOPPING CENTER MANAGER RESERVES THE RIGHT TO ORDER AN IMMEDIATE HALT TO ANY WORK THAT IS, IN THE SHOPPING CENTER MANAGER'S OPINION, DISRUPTIVE TO THE NORMAL OPERAT ION OF THE ADJACENT TENANTS AND / OR THE SHOPPING CENTER. IL TRASH REMOVAL- ALL TRASH WILL BE CONFINED TO THE TENANT SPACE IN Vh11C1-1 THE WORK IS BEING PE2FORA OR OTHERWISE AS DIRECTED BY THE SHOPPING CENTER MANAGER ) AND REMOVED AT THE END EAQ -I'AND EVERY DAY BY THE CONTRACTOR. ANY TRASH FOUND IN THE SERVICE CORRIDORS TRUCK DOCKS, ADJACENT TENANT SPACES, AND'/ OR PUBLIC AREAS WILL BE REMOVED BY THE SHOPPING CENTER MANAGER AND BILLED TO THE CONTRACTOR AT A RATE OF 550.00 PER MAN 01 PLUS EQUIP- MENT COSTS ( ANY TRASH DLMPSTER LOCATION MUST FIRST RECEIVE TFE PRIOR APPROVAL CF THE SHOPPING CENTER MGR. UNDER NO CIRCUMSTANCES ARE 71-E SHOPPING CENTER TRASH COMPACTORS TO BE USED BY THE CONTRACTOR. 14. SPRINKLER SYSTEM - THE CONTRACTOR MUST. NOTIFY THE SHOPPING CENTER MANAGER AT LEAST 48 BOLTED IN ADVAN OF MAKING ANY MODIFICATION TO THE EXISTING FIRE PROTECTION SYSTEMS NO SHOPPING CENTER SPRINQER SYSTEM WILL A LEFT DRAINED OVER NIGHT. ALL SPRINKERS WILL BE CHARGED AND OPERATIONAL WHEN TILE WORKERS LEAVE FOR THE NIGHT. IN THE EVENT TH TH AT E WORK RE TH QUIRES A MODIFICATION TO E EXISTING FIRE PROTECTION SYSTEM. THE CONTRACTOR SHALL BE TH REQUIRED TO OBTAIN E OWNER'S FIRE INISLRANCE UNDERWRITERS APPROVAL PRIOR TO PERFORMING SUQ-I MODIFICATION. TO OBTAIN APPROVAL. SUBMIT SEVEN BLUE LINE PRINTS OF SHOP DRAWINGS TO- FACTORY MJTAL DISTRICT OFFICE THE PLAZA CENTER BUILDING, SUITE 1105 10900 NE 8TH STREET BELLEVUE, WASHINGTON 98004 TEE` ( 206) 454 -3931 INDEX NO 78849.18 AND ONE ADDITIONAL BLUE LINE PRINT TO THE PROJECT COORDIN- ATOR. AFTER RECEIVING PROTECTION MIUTUAL'S APPROVAL. FORWARD ONE REPRODUCIBLE SEPIA OF THE APPROVED DESIGN AND TWO BLUE LINE PRINTS BEARING 71-E APPROVAL STAMP OF THE PROJECT COORDINATOR. 15. AMERICANS WITH DISABILITIES ACT - TENANTS SHALL BE RESPON: LL TIBLE FOR MEETING A CURRENT DESIGN CRITERIA AS IT RELATES f S N TO 71-E 'AMERICANS WITH DISABILITIES ACT. LATEST EDITION. 16. TIE CONTRACTOR IS RESPONSIBLE FOR THE CCNSTRI.ICTION MEANS, METHODS, AND SEQUENCE OF CONSTRUCTION, AS WELL AS FOR THE SAFETY OF TILE WORKERS. 17. THE A CCHHITECTS BASIC SERVICES SHALL NOT INCLUDE THE TH CONSTRUCTION PHASE SERVICES, E OWNER SHALL BE RESPON- SIBLE FOR INTERPRETING THE CONTRACT DOCUMENTS, REVIEWING SUBMITTALS, CERTIFYING PAYMENTS TO 71-E CONTRACTOR AND OBSERVING 71-E CONTRACTORS WORK TI-E OWNER ASS_MES TI-E RESPONSIBILITY FOR DISCOVERING, CORRECTING. OR MITIGATING ERRORS, INCONSISTENCIES. OR OMISSIONS. 18 LIEN WAIVERS AND AFFIDAVITS- TI-E CONTRACTOR WILL BE REQUIRED TO SUBMIT TI-E FOLLOWING ITEMS AT TIE END OF CONSTRUCTION ( FORMS ARE AVAILABLE FROM TI-E LANDLORD 3- A AN ORIGINAL NOTARIZED 'GENERAL CONTRACTORS AFFIDAVIT AND FINAL WAIVER OF LIEN.' B. THE ORIGINAL SIGNED AND NOTARIZED SUBCONTRACTORS AFFIDAVIT AND WAIVER OF LIEN FOR EACH CONTRACTOR. D99 -0115 19. CONCRETE- CONCRETE MUST .SAW-CUT OR CORE :MILS IN'O JACK-HAMVERING OR BREAKING OF CONCRETE IS PERMITTED ) PRIOR APPROVAL MUST BE OBTAINED FROM LANDLORD PRIOR TO PENETRATING ANY STRUCTURAL OR STRUCTURALLY REINFORCED CONCRETE. 20. BROW GRADE CONSTRUCTION- PRIOR TO BEGINNING ANY BELOW GRADE CONSTRUCTION WORK, 11-E CONTRACTOR MIST MEET WITH THE LANDLORD TO REVIEW THE LOCATIONS OF ANY Lf.DERGRais0 UTILITY SERVICES THAT ) AT MAY 1E LOCATED IN 71-E PREMISES ANY ..W GRADE CONSTRUCTION MUST BE IPM,,.,,.: _CT) BY 11-E LANDLORD PRIOR TO BACKFILLING. 21. LANDLORD INSPECTIONS- TENANT'S CONSTRUCTION WOO: TILL. BE OBSERVED PERIODICALLY. BY THE LANDLORD TO VEDIFY THAT THE WORK IS BEING CONSTRUCTED S=T F :: IN TI-E T5NANE5 LEASE. TENANT MANJAi, TYPICAL ,,ANT DRAWINGS, AND LAND- LORD APPROVED TENANT DRAWINGS. 22 TEMPORARY' TOILET- IT WILL BE THE t 3 Y OF TFE "...J' FOR TO PROVIDE ADEQUATE TOILET ILET FACACIUT FOR ALL TOILET W S ORKING WITHIN THE PREMISE THE SHOT PBNG GEN TOILET FACILITIES WILL NOT BE AVAILABLE FOR CONTRACTORS- LEE NN ILNS SPECIFICALLY AUTHORIZED BY TFE LANDLORD. TFE LOCATION FOR A TEMPORARY TOILET ELLAJ. BE ,PROVE BY T, LAN,7..ORD. NORDSTROM KEY LOCATOR PLAN SCALE NO SCALE O T I DWG. NO. TS -I A -i A -2 A -3 A -4 E -I MALL AND PROJECT NAME` SCOPE OF WORK' LOCATION OF WORK UNITS F600, F696, AND WB5IO0, WB52OO, W135300 ELEC ❑ LU'.' .GAS 'P c TOY Y%F , • SOUTHCENTER MALL RECONFIGURE UNITS F600 E F696, ADD WALL BOUTIQUES 5100, 5200, 5300 THE 'SCOPE OF WORK' FOR THIS PROJECT SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS 01 SELECTIVE DEMOLITION AS SHOWN AND AS REQUIRED TO EXTEND SERVICE CORRIDOR. DEMO LOCKERS, TELEPHONES. WALLS, AND DOOR WITH FRAME. ® REMOVE, SALVAGE, AND RELOCATE TENANT DOOR AND FRAME. PROVIDE NEW HARDWARE AS'REQUIRED BY LATEST BLDG. CODE. 03 PROVIDE WALLS' -AND DOOR s 'FRAME, AND ADDITIONAL LAYER OF GYPSUM BOARD' WHERE SHOWN. O MODIFY / EXTEND EXISTING UTILITIES AS SHOWN AND AS REQUIRED TO PROVIDE SERVICES TO REWORKED TENANT SPACE AS WELL AS CORRIDOR' EXTENTION. ALL WORK TO BE PER THE REQUIREMENTS OF THE LOCAL UTILITY COMPANYS AS WELL AS PER ANY GOVERNING BUILDING CODES. 05 PROVIDE UTILITIES AND RELATED CONSTRUCTION FOR NEW WALL BOUTIQUES. PROJECT CONTACTS' I. PROJECT COORDINATOR` 2. ARCHITECTURAL COORDINATOR' 3. MECH AND SECT ENGINEER' 4. SHOPPING CENTER MANAGER 5. MALL MAINTENANCE DIRECTOR` DRAWING INDEX TITLE SNEET, GENERAL NOTES, KEY PLAN DEMOLITION FLOOR PLAN NEW FLOOR PLAN MISCELLANEOUS DETAILS DEB Zia. RLDY PLASKC TES / S. CHASE M'KEL I- IANSEN WESTLOTORN WALL SECTION WITH SLIP JOINT DETAIL M -I I MECHANICAL PLAN' ELECTRICAL PLAN M /E -2 II MECH AND ELECT SPECIFICATIONS THE BON I Or r r IIP t( ❑JIIII EXPIRED L _ • ( 440) 808-7547 ( 440) 808 -7532 ( 216) 22HI94 ( 206) 2460423 ( 206) 246-0423 MERVYN'S JCPENNEY EXPIRED TN FILE COPY �degtana that the Plan Check approvals are „ ,, et-mavens and oppfoe �l ^t _� _..r r � � the Nr�o!acton of any a d ante Receipt �t con- ! . i iedged �. E C�rO'r of approvfd Weds ac c�.oW _ , _ _Deg -D115_ REVISIONS REV. TI. ADD NOTE TO RELOCATE DOOR, REV. MEP DWG. NUMBERS. 2 -15 -99 C rt tannall ANISINION IS S . F' i I /4'•I' -O' REV. DI. A,E .,. SC-F600T UMBER TS -1 SOUTHCENTER F -600 DEEIVE❑ clry o rul(wlu 'WI? 15 1999 PERMIT CENTEP A MAL OFFICE OFFICE CORRIDOR STORAGE 15 14 13 24 SEARS DEPARTMENT STORE' � I I � LNI1 L9VIT UNl' . vaBS!oo I wB52oo I i W653001 WALL SOUTIOLE WALL AouT!cLC- WALL B IDr &E', l DEViOLIT KEY NOTES ES OI DEMO ZONE I5 ALLOWS NATO -ED. Oa,O FROM KNISH FLOOR TO LI DEl2 SIDE OF OECK ABOVE TIE HAM 12cmaNWG CEILINGS. SOFFITS. DUCT WORK PIPING. CONDUIT ETC. TO T1-E STRUCTURE ABOVE ALL N:ST VE!_- STRUCTURALLY SOUND. ALL SFRLICTLRAL STEEL AND PE.ATED FIREPROOFING I ANY SHALL REMAIN INTACT. RE ANY' DAMA.,r.D AREAS BACK TO ORIGINAL CONSTRUCTION ALL � OPERATIONAL SYSTEMS AG L REMAIN INTACT AND ERATIONA CCNTAC TACT T 7FE L .MA MANAGE - 2 AND LOCAL FRE DEPT. 46 ',OURS PRIOR TO ANY 54JT DOWN. O DEMO LOCKERS, PH D FOR AND WALLS AS REQUIR R INSTALL - ATIOi 1 OF NEUTRAL PIER AND CORRIDOR DOOR. TL BACK REMAINING STOREFRONT TO THE ST2UCTIJ ABOVE [ FUTURE TE VANT TO DEMO REMAINING STMEFRONT. ) AL MUST BE LEFT STRUCTURALLY SOUND. PATCH BACK / RE Apt ANY DAMAGE DONE TO ADJACENT MATERIALS. O3 REMOVE ALTO SALVAGE EXISTING DOOR AND F2ANE FOR RE J. . PATCH BACK BOTH -IAMBS TO MATCH ADJACENT MATERIALS. TRENDH FLOOR AND PRE'OARE AREA FOR IDEA WALL BOLmOLF.S. NIC LNIT F612 NIC 48'-0' SEARS ENTRANCE I b0IT K5005 I KIOSK SCALE I/8-1-0' I/ GS— De- EXPIRED D99 -0115 U!vl- G700 I NIC UNIT G712 NIC DEMOLITION FLOOR PLAN 0 0 0 0 REVISIONS REV. TI. REMOVE AND SALVAGE DOOR AND FRAME FOR REUSE. 2 -15 -99 c " c U z z 0Q I— IZ cv 00 W_J A IL In LTj Rnn »H ar. 1 /8' -P -O' ae REV II. 2 -5 -99 2 -15 -99 CAS ALA FILENAME, SC_F600 DRAWING NUMBER: A -1 SOUTHCENTER F -600 RECEIVED Clry OF TUKWILA APP } 5 1955 RERMIT CENTER • O O MALL OFFICE OFFICE CORRIDOR O E WIT ( AT I OT ( m I WSJCO I N 5 %00I A I W95300'! I C;MALL BOLTICUE WA, BOUTIQUE / .. MALL SOU T ICLE J. \— — - - -- - --.. \._. ■ \-. _ tea• -R' 28'$' 28'-8' O I h1.=W WORK KET NOTES O PROVIDE TWO YOUR FIRE RATED WALL AS DETAILED. © PROVIDE NESTRAL PIER AND CORRIDOR ENTRY DOOR AND AREA AS D AND TO MATCH SIMILAR MALL CONDITION. © PROVIDE ADDITIONAL LAYER OF 5/8' FILE RATED GYPSUM BOARD OVER EXISTING WALLS. © 'ATCD -I BACK JANES TO MATCH 0CISTING AFTER REMOVAL OF DOOR AND FRAME OE PROVIDE UTILITY O -LASE AS DETAILED AND AS REQUIRE,. MANTA. MIN➢MUM DIMENSIONS. 0 RELOCATE EXISTING TENLANT DOOR AND FRAME REPLACE PUE DEZ5 HARDWAM AS REQUIRED PER LATEST BUILDING CODES. I6 15 24'-0 RECONFIG 0 NEW O AOE SEARS DEPARTMENT STORE I NE°LN WALL. Co RE•':ONFIG MAINTAIN IS' CLEAR PER'ADA' I-Ck71REIVENTS. W I F604 NIC WIT F612 NIC 2,0" 60 3/8• a/ ry SEARS ENTRANCE WIT K5005 KIOSK — — I SCALE V8' -I' -0' O "CJ .0 NIC UNIT G7C0 NIC NEW WORK FLOOR PLAN EXPIRED n99 -oils 4 pelt 2 S 1995 REVISIONS REV. DI. RELOCATE TENANT DOOR F600. 2 -15 -99 A -2 SOUTHCENTER F -600. EXISTING MALL FINISH FLOOR TO REMAIN NEW TERRAZZO NEUTRAL PIER TO MATCH AND ALIGN WITH ADJACENT PIER NEW TERRAZZO NEUTRAL PIER TO MATCH AND ALIGN WITH ADJACENT PEP a V ', FRONT ELEVATION 3 SCALE 1/2-1'-0' ct�el F, -o. AIL 3'-8' R.O. CLEAR DIMENSION PLAN DETAIL L EXISTING MALL FASCIA 5:ALL REMAIN EXISTING MIRROR BAND SEAL- REMAIN. REWORK OR REPLACE MIRROR BAND ABOVE .15 AREA TO MATCH SIMILAR MALL CONDITION. PROVIDE GYP BD AND METAL STLD WALLS / FRAMING FOR FASCIAS 5 SO,ITS AS a-10 M AND TO MATCH 51.NllLAR MALL CONDITION. PROVIDE NEW HOLLOW META:_ DOOR AND RRANE PER SCI-EDDE AND 'TO MATCH SIMILAR MALL CONDITION. VERIFY DIRECTION OF SWING WITH BLDG. DEPT. PRIOR TO INLSTAL.ATIONI. < NEW TERRAZZO NEUTRAL PIER 54341145521NG. PROVIDE NEW FLOOR FINISTI MATERIAL TO MATCH SIMILAR MALL CONDITION PREPARE SUB FLOOR AS REQUIRED. PROVIDE BASE TO MATCH SIMILAR MALL CONDITION PROVIDE NEW FLOOR FINISH MATERIAL TO MATCH SIMILAR MALL CONDITION PREPARE 5L E FLOOR AS REQUIRED.. DOOR AND HARDWARE SCHEDULE CONTRACTOR SHALL PROVIDE 5H05 DRAWINGS / CUT 51 -EETS FOR L- Agri HARDWARE AND HOLLOW METAL DOORS AIALS. -. • RCCT REVIEW PRIOR TO ORDERING ANY MATBZIALS. CONTRACTOR OF DOOR SW IN)G 5 srel s lye 7 -0' SECTION WARE AND DOORS FRANES MUST MEET TFE REGUIR S WELL ING CODES. AS WBl AS ANY 'ADA• OR'ANS H r A501- LR NDI- $ EACH SHALL HAVE. MPN5FACTER 3 EACH BUTTS FE6168 4 -1/2 X 4 -IC 13;7,0 STANLEY, EAGER VERIFY WITH BUILDING DEPARTMENT DIRECTION EAG-I PANIC 99L r-0C X 07 X 13876D VON DI PRIN, SARGENT TO ORDERING ANT DEPART E EACH CLOSER / 4041 X ALUMINUM LCN, SARGENT EACH WALL STOP 402.X 135320 ROCKWOOD. IVES EACH Klrr ATE .050 L 8 X 34) U5320 ROCKWOOD, IVES EACH GUARD RWG-BGOEP X 1 -3/8' X FLLL WIDTH RE=SE EACH ... • • 4245 G 40') NGP, PEMKO MARBLE '• INSCOT ON SEARS 1.1. I MIN MARBLE DEPT. S..- WALE. CHASE DETAIL FACE OF NEW NEUTRAL PIER. w SINGLE DOOR OPENING SIZE 3'-4' X 7 -0' DOOR MATERIAL 18 GAUGE HOLLOW METAL FRAME MATERIAL 16 GAUGE FOLLOW METAL LABEL: V I-1/2 HOLR RATED MALL DOOR LOCATION / CORRIDOP FACE OF SEARS DEPT STORE WAIL FACE OF SEARS PILASTER. 3/4' SOLID WOOD CAP WITH PAINTED FINISH TO MATCH ADJACENT MATERIAL SCRIBE AROLFD PILASTER. 056108.553084 N5II4L STUD FFi AMING WITH 5/8' FR. D.W. OVER. PAINTED TO MATCH WALL. KEEP ALL CONSTRUCTION I' • AY FROM SEARS WALL 00 NOT ATTACH Tr : WALL PLUN91 AND ELECTRICAL UTILITIES ABOVE FLOOR. IGHT TO BUT DO NOT TOUCH SEARS PILASTERS SEE MEP DRAWINGS. BASE TO MATCH SIMILAR MALL CONDITION EXISTING CONCRETE SLAB WITH TERRAZZO FINISH TO REMAIN EXISTING MALL FASCIA SHALL REMAIN. REWORK OR REPLACEIMICROR BAND aSOVE TMS AREA TO MATCH' SIMILAR MALL CONDITION. PERMITTED TENANT STOREFRONT 1 P455 / CONSTRUCTION LINE PROVIDE NEW FLOOR FINISH MATERIAL TO MATCH SIMILAR MALL CONDITION. PREPARE SUB FLOOR AS REQUIRED. EXPIRED 899 -0115 K GF cIT'I , ITpF; oEPMR GEW, REVISIONS 1 " t ►1 I /2' -I' -0' A -3 2 -5 -99 JOB NUMBER LENA SC_F600M SOUTHCENTER F -600 VIA-EN 5/8" FR. GYP. BD. RUNS PARALLEL TO METAL DECK / NONMETAL DECK FLUTES. EXTEND 5/8• FR. GYP. BD. TO TOP OF DECK PROVIDE FIRE 51 -1190 SEALANT AT JOIN. AND M. 3 I/Z METAL ST. MINI 3 I/7 METAL ST. PREVISIONS NSVM 30 31VIS SIONVA 'A MI. • EE6 WHEN 5/8' FR. GYP. BD. RUNS PERPENDICULAR TO METAL 20 GA GALV. METAL FIRE TRACK DECK / NETAL DECK FLUTES. EXTEND 5 /B' FR. GYP. BD. SHADOWLPE W/ SUP CLIP NON TO TOP OF DECK, AND CUT GYP. BD. TO CONFORM TO W/ 2 WAFER HENAD $CREWS PROFILE OF AT EACH SL&� CUP. 2 CLIPS Lk\ DECK PROVIDE FIRE SI -IIELD .AUNT AT .JOINT. ON EACH METAL STIIJ$ (Fb� TRAK CCU. 1 -800 I� - FASTHN TO VT'. 1 -3949875) OR EQUAL LL SYSTHd N0. NW- $-0013 STt.D6'. AND O I �� < EXISTING ROOFING OVER RVOF CCN$TRUCTION VERIFY FIRE RATED MATERIALS G WALL A7 DOWN RIB WALL AT LP RIB SECTION AT WALLS LOCATE PARF,LL� TO ROOF DECK RIBS CO — 1-- FIRE RATED ( - SEA L ANT CONT. BO SIDES .o \ = - ` < FII RATS 6 -0' 0/C MAX. 6• -0' O/C MAX. 6• -0 O/C MAX 1 6•-O' O/C MAX. BOTH 20 GA. GAL V. PETAL FIRE TRACK S- 1ADOWLPE W/' SLIP CLIP W/ 2 WAFER ,. ,. SCREWS WS AT EACH S SLIP CLIP, 2 ELI, QN' EACH METAL STUD I FIR RANX CORP. I- 800/ LLL1 �-J [� 1?ntTN. STD NEAL 5 110 = _.. SEALANT CONT. \'. BOTH ROES 1 I , 2 LAY OF 518' X 4•-O• WIDE FR. GYP. 6D. W/ SQUARE CR TAPERED EDGE ,ESTE0 MO oece �/�I� /ii0iiii Z � . , 1/2" ( P.) SSPACE_ / , STEEL BEAM M GR REEL JOISTS -- - CLEAT �' �^ /l 394-9875 ) OR DUAL, LL SYSTEM -� NO. FVd - S -0013 - .. Lam: \ ` , DO NOT TAPE TOGE11 -. BOTH SIDES /f SECTION A -A SECTION BE SECTION AT WALLS LOCATED PERPENDICULAR TO ROOF DECK RIBS 2 LAYERS OF 5/8• FR. GYP. BD. VN/ hETAL .ADS ������� a 2 oc w/ I- ST TO C CORNER ANGLES I .. O. N501) BRACKETS (LE_ NO. N1501) WFBR' REQUIRED. /��������� MIN 3• X 2O GA METAL STUD- DO NOT ATTACH A BEND FLANGES TO FIT INTO DECK RIB. B TO METAL n . ..........- .......... - . 4. -' ; awmmimmou ON CORNERS FIRE TAPE AND COMPOUND �� CONT. COLD RLL�D O STEEL CHANNE. SNAPPED IN SNAPPED SLOT IN METAL STUDS AS FCALOWS A. 1 Z-O" (MAX) BELOW TOP SUPPORT - TO HMO STUDS VERTICAL B. > 10 " -0" O/C (MAXJ TP. DI$TRBITE - STIR EN LOADS (HORROMAL '� ) by BOTH SIDES CO. LD CON, ROLLED STEEL CHANNEL SNAPPED INTO SLOT IN METAL STUDS AS FOLLOWS = A) 7 -0" ( MAX.) BELOW TOP SUPPORT O HOLD STUDS VERTICAL B.) O/C (MA)O TO DISTRIBUTE s -� _ Fo Z A ),, CLEA� SOUTHCENTER MALL TUKWILA, WASHINGTON Center Ridge Design Services, Inc. Architects — Engineers i s / & SCREWS AT - 7 -0" O/C m 3' MIN . B LATE LOADS (HORIZ STIFFENERS ) J_ DO NOT TAPE TOGET4E2 T Irk DEEP SLIDE TRACK AT ROOF DECK OR BOTTOM A JOISTS. JL SEE PLAN FOR LOCATION / PROVIDE 6X20 GA METAL STUDS P 16 O_C. W/ 20 G META_ STIFFSERS STS u 10" -0" OC. 2 LA7E25 OF 5 /8' FA GYP. BD. ALL JOINTS TO BE TAPED AND SANDED. 2IRS. flRE RAT® ASSB'LY 2 LAYERS OF B FR. GYP.. ALL JOINTS TO F AND RS. FIRE RATED TASSEMBLY SANDED. DO NOT TAPE TOGEf1 -ER (UL NO. U411) WHERE REQUIRED. ) . - .. -. - - . PROVIDE 6X20 GA METAL STUDS • IC O.C. W/ WORE STIFFENERS STIS AT 10' -0 O.C. F— 5/8• FR. D.W. s/e- WITHOUT TOP CHAMB � s/a s/a ` 5 ( L,NO. U4if) N182E RC9UIR ®. /a 1 r SUP JOINT DETAIL AT DECK / 1 1 4111 DETAIL AT STEEL ALL GYPSI , 6' STUD I M BOARD TO BE TAPED. SPACKHFD. AND SANDED, READY R PAINT, FOR • BEAM DETAIL AT 6' S TU7 METAL DECK DIAG ONAL LATERAL BRACING I$ SIMILAR TO kNG SOFFITS SUPPORTED SIMILARLY, WITH HUNG AND PARTITION WALLS. ADDITIONAL HANG WIRES FROM WALL BRIDGING UP TO ROOF JOIST BOTTOM CHORDS AT 6 -0 O /C. ( DETAIL AT METAL DECK SCALE 3' -I• -0' TWO HOUR FIRE RATED. UL NO. L1411 SCALE 3• -r -0' TWO NOLR FIRE RATED. UL NO. U411 A\ -4 SCALE 3' =I' -0" ONE 1-10UR FIRE RATED. UL NO. U465 WALL SECTION W/ SLIP JOINT DETAIL EXPIRED D99_0115 0„,„„„\\,, „„„,„ l , K '1. % Tyyy ,,,,,,.,.%,,,,,,, /-.., '�' GIiY ,,,,, ,PR j„„,„, PERMIT GENTEP d E h The Richard Jacobs Group 1 M MEV onwvm er. 0 2-5 -99 c.o FILIONAM SC_F6OOW A -4 SOUTHCENTER F -600 COLUMN I4-X ELECTRIC- DET,z 5ca I, NTS 0F ARE LE CY "" o = cc 0 ,F3:5/00 0 Q CC VAULT 'In' ffoi 0 SOO :20 ,•200, :20'04 ao - F- 72012:2„,F., 0=1 = oc joc = T, w55r...e; , 6c,3 , 1 = 5= GT5 ▪ 30 FOCT HOC= 30, 3o' DETAIL 1 5' F 6841 5T , 1 REMOVE (I,14 kcmnIl ALUMINUM FROM TSC Ja To vauLT .4. NSTALL 4) 500 THW COPPER CONDUCTOR PER PHASE AND NEu IN EXIST/NG (2.) VI CONDUITS FROM VAULT.. 64 TO TSC J4. COORDINATE W/ UTILITy CO. CHASE FOR UTII4Y SE%C:: SEE D.. 1 FOR DETAILS. DE-ENERGIZE AND REMOVE EXISTING ELECTRICAL PANEL M EXPOSED CONDUIT EXISTING WIRING / TO DISTRIBUTION PANEL. ‘. NEW 1200AMP 30 4 WI. , — 7207208,RETER AND SWITC14 I DISTRIBUTION CENTER SEE DETAIL THIS DI.. • 1. I : I.-LOCATE EXIST. BATTERY CABINET AS DIRECTED F 696 1.10VE EXISTING WALL OUTLETS m WiP.G. INSTALL—, BLANK COVER_ CM, ALL IFILAST, NSTALL CO:SINGLE LAMP P_UOREENT 10,4 4.5Y,TErRIC .FLECT: SLNBE04 WITH 40 WATT LAMPS, OR E.O/UAL. wsTaLL .r2 A. N CONDUIT_ REMOVE EXISTING 4004 3o SERVICE- INCLUDING WIRE BACK. TO VAULT .61 ABANDON 016° CONDUITS. COO.INATE LW UTILITY 00. EXIST6G 1-1./A-5 CIFRCUIT AC ,-1011.5tE S 1 1 J.C. [WB 51 00] [WB 5200) TRASH : 1 t M I CONDUITS INTO EACH TENANT &PAGE FOR ELEC. AND TEL_ SEARS • CONTRACTOR TO PROVIDE UTILITY SERVICES TO WALL BOUTIOUES WBS300, 1165200 LIA35100. INCLUDING BUT NOT LIMITED TO ALL FLOOR CUTTING AND PATCHING I • • SAW CUT FLOOR AND PAT. . TO .! EX 44462 • 2 = ;: CORRIDOR WM-1 INDIVIDUAL t PULL BOXES. 21I, , STRIP FIXTURE. TSC 34 REMOVE EXISTING TENANT SERVICES TRANSFER Loam TO NU rETER DISTRIBUTION CENTER: SEE DETAIL \ SEE] DETAIL 'A' , DE-ENERGIZE AND WMOVE 200AMP t 3m /4 WIRE D,1611RIBUTION PANEL (EXISTII. SERVICE FOR F600),I REPLACE PANEL WITH PULL BOX AND LEHAVE WIRE COILED IN ',LI BOX. FOR EXTENSION BY RITURE TENANT. 1 1 ELECTRICAL FLOOR PLAN Scale: = D99 0115' EXPIRED PULL BOXES PER NEC SPECIFICATIONS MADE OF GALVANIZED STEEL FOR ELEC. AND TEL.. hAi 5.300) COMMON TPENC14 FOR PIAMBING M ELECTRICAL SERVICES. COORDINATE 'SIZE • Locarla, WEL. ea) 0 'CONDUITS FOR POUJER CWAPULL WIRE) (4) III CONDUITS FOR TELEPHONE CW/FULL 1 SPARE FOR ELEC. M SIPA. FOR TEL., F 6001 FULL e.ox PER NEC SPECIFICATIONS MADE OF GALVANIZED STEEL FOR ELEC. AND TEL. SUPPORTED FROM DECK STEEL WITH .I-STRUT OR EQUAL. F 604 F 608 : 0 L,0 To ' c■Ty'VriLLA PR I 5 1999 PERMIT C REVISIONS 0 TES i/Er. I •-0' 1/25/99 DRAWING NUMBER: E-1, SOUTHCENTER MALL } UTILITY CHASE SEE DETAIL PITCH MIN, 1/6 "/FOOT REMOVE EXISTING ELECT. WATER COOLER TO MAIN C.W. BRANCH PIPING CONE IkI'I CW BRANCH HAS ISOLE Lo o -ria N ! ACCESSIBLE LOCATION O PROVIDE NEW VALVE 4s WB, 5100 nc. ,Zr ENi: Not _ (� N ROO SEE ENT. 6 9 6 No. 2 ON DWu. F 3 EX. 3" CAPPED STUBS FOR FUNRE SHOP SPRMKL.ERS. (4) TTP. EX. 302" PLUGGED TEE FOR FUNRE SHOP SPRINKLERS. EX. 3 EX. SFR< HEADS BRANCH PIPING TO REMAIN (WB 52001 EX. 2 UP TO PENTHOUSE No.2 SEE DILLY: F -5 WE 5200 3" SANITARr MECHANICAL FLOORiFLAN IB5300 CCiW'tON Tc4[ =OF P...t.� .IK [ ELECTRICAL SERVICES. CGG. -JINA = SIS [ L�'T. YJ4 CAP 3/4° CW (i2° MM. ABOVE 54., AsMDOnc'7 PLAN°1 =R /W/ 0.1571 DRGtt1 l F 600j rTO P31P PiT_ • 5 44. T ART, EX. CD. WB 5300 ATM DIR CHASE DETAIL Scale: Ill " =1'0 TO MATCH EXISTING WAINSCOAT IXPIFES 07- 25 -99.. REVISIONS z O z IU - Q W W Q LLI 0 IL CO • (r) O Lv Q Z 0_ TEST (/25/99 M-1 SOUTHCENTER MALL. GENERAL PROVISIONS A_ GENERAL CONDITIONS, CODES & STANDARDS I. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DOCUMENTS AND ANY OF NE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTTER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE W. ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING THE UNIFORM BUILDING CODE AND ANY SPECIAL THE OWNER REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4. CONTRACTOR SHALL PRY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK_ B. SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE NE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH !S A PART OF THE MECHANICAL AND ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REWIRED BY SIMILAR INSTALLATIONS. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER COMPLETE, CODE APPROVED AND OPERATIONAL MECHANICAL AND ELECTRICAL SYSTEMS. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF TIE OWNER BEFORE WORK IS COMMENCED. 3. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS AND NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OE THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. 5. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED MECHANICAL AND ELECTRICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, CONDUIT, WIRING, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE MECHANICAL AND ELECTRICAL SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN A. CAPPED OR IF THE MAINS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE OWNER'S GENERAL REQUIREMENTS. 6. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY TIE ENGINEER AND THE OWNER. C. DOCUMENTS •1. THE DRAWINGS MARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED' ON THE • DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES' SHALL, BE .MADE WITH NO' ADDITONA! co, TO THE OWNER: 2. ANY INCIDENTAL ITEMS OR LABOR, ETC, NOT INCLUDED. IN THE SPECIFICA (IONS OR I i THE DRAY /INGS BUT REASONABLY IMPLIED' NECESSARY FOR TPE COMPLETE STALLiATION OF ALL AP SHALL BE INCLUDING IN BID J. E DRAWINGS AND SPECIFICATIONS' ARE INTENDED TO•SUPPLEMENT EACH OTHER' :AND ANY MATERIAL OR LABOR CALLED' FOR IN ONE SHALL! BE FURNISHED. EVEN THOUGH NOT MENTION'IN BOTH.! • 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS. OR DISCREPANCIES' OCCUPY BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS. AND. THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER. FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5 THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN'. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL. 6. SUBSTITUTIONS a. ENE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT DOCUMENTS ARE FOR TIE PURPOSE OF DESCRIPTION AND TO ESTA.BLISH A BASE LEVEL OF QUALITY. THE CONTRACTOR'S BID WEL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. b. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, WITH HIS BID QUOTATION, A LIST OF ANY PROPOSED SUBSTITUPCNS OF MATERIALS AND EQUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A FULL DESCRIPTION OF ALL PROPOSED SUBSTITUTED ITEMS, THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSPNPONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES, FEATURES, ETC., SUPPLIED WITH THE SUBSTITUTED MA.NUFACTURER'S PRODUCT SHALL ALSO BE INCLUDED IN THE BID. c. IF THE CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH THEIR BID THE OWNER SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. d. SUBSTINPONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. 7. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION I OR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. THIS CONTRACT SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL, ELECTRICAL AND GENERAL TRADE WORK CURRENTLY EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD. RELOCATION OF DUCTWORK, PIPING AND EQUIPMENT, AS REQUIRED, TO AVOID THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 2. EACH CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRIC: TON OR DOING ANY WORK IN THE FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG WITH RESOLUTIONS FOR ANY CONFLICT. OF SPACE WITH OTHER TRADES. 3. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE WITH EACH OTHER AND A DEVIATION FROM DESIGN IS NECESSARY, NEITHER WORK SHALL PROCEED UNTIL THE OWNER HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS TO WHAT CHANGES SHOULD BE MADE. 4. EACH CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES. WHICH ARE REQUIRED TO BE, MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE •OF ALL WORK TO AVOID DISTURBING SUCH FACNTIES. 5 IT IS ESSENTIAL! THAT ALL WORK AT THE PROJECT BE DONE AS SUCH THE AND IN', SUCH MANNER AS I NOT TO !INTERFERE WITH THE .NORMAL OPERATIONS OF THE FACILITY, A WORK SCHEDULE' SHALL' BE ARRANGED WITH THE OWNER TO FACILITATE WORK !WITH A IAINIMUM OF INTERFERENCE WITH THE ' OWNER'S OPERATIONS. I • • 6 AREAS TO USED FOP. STORAGE SHALL BE ONLY AS DIRECTED BY THE OWNER ALL STOR MATERIAL SHALL of RELOCA.TED OP'REMOV ,. ROM' THE, SITE 'AS DIRECTED BY THE OWNER. 7. DAILY, AND AT THE COMPLETION OF THE WORK EACH CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK. UPON'. COMPLETION OF EACH CONTRACTOR'S WORK, CONDITIONS OF THE SPA.CE(S) SHALL BE THE SAME AS FOUND PRIOR TO COMMENCEMENT OF THE WORK. FAILURE TO DO SO MAY RESULT IN THE OWNER TO EMPLOY A SEPARATE. SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE CONTRACTOR'S CONTRACT AMOUNT BY THE COST OF SUCH A SERVICE. 8. EACH CONTRACTOR SHALL BE HELD' RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB - TRADE'S PERSONNEL ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE AID ON AN APPROPRIATELY GRADED 6 BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6" ABOVE THE PIPING BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR TILE OWNER. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 6" LIFTS WITH ALL LIFTS COMPACTED TO 95 PROCTOR. PATCH FLOOR TO MATCH ,EXISTING. 2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, LASHINGS AND COUNTERELASHINGS SHALL BE PERFORMED BY THE OWNER'S ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST. F. SUBMITTALS 1. PROJECT RECORD DOCUMENTS - MAINTAIN AT TIE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED .45 "PROJECT RECORD COPY ". THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE AT ALL TIMES FOR INSPECTION BY THE OWNER. DO NOT USE FOR FIELD CONSTRUCTION, PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL WORK, EQUIPMENT, PIPING, VALVES, DUCTWORK, CONDUIT, ETC. MARK ALL INFORMATION IN RED LINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING. UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 2. THREE COMPLETE SETS OF AS -BUILT DOCUMENTATION SHALL BE PROVIDED. IT SHALL INCLUDE, BUT NOT BE LIMITED TO ACCURATE PLAN DRAWINGS AND OPERATION AND MAINTENANCE MANUALS. 11. SPRINKLER III. INSULATION A. GENERAL 1. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NEPA 13. THE BUILDING OWNER'S INSURANCE COMPANY, THE UNIFORM BUILDING CODE. LOCAL BUILDING AND FIRE p'FICIALS AND ALL OTHER LOCAL AUTHORITIES HAVING JURISDICTION 2. ALL WORK SHALL BE PERFORMED BY A LANDLORD APPROVED, STATE OF WASHINGTON LICENSED SPRINKLER CONTRACTOR. 3. THIS WORK SHALL INCLUDE ALL PIPING, FITTINGS, HANGERS, EQUIPMENT, ETC., REWIRED TO COMPLETE THE WORK. B. CRITERIA T. CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE FOR ANY ADDITIONAL CRITERIA (PIPE SIZING; PIPE SCHEDULE OR HYDRAULIC). 2. DESIGN AND INSTALL THE SPRINKLER SYSTEM AND PIPING TO CONFORM WITH NEPA 13, ORDINARY HAZARD DESIGN WITH A MAXIMUM SPACING OF 130 SQUARE FEET PER SPRINKLER HEAD IN SALES AREAS AND 100 SQUARE FEET PER HEAD IN STOCK AREAS. C. PIPING I. PIPING SHALL BE SCHEDULE 10 BLACK STEEL PIPE UTILIZING A ROLL GROOVED PIPR. SYSTEM WIN vcrAULIC, GRUVLOK OR GUSTIN -BACON COUPLINGS. 2. PIPE HANGERS FOR THE SPRINKLER SYSTEM SHALL BE ADJUSTABLE CLc - VIS HANGERS WITH APPROPRIATE CLAMP (DEPENDING ON STRUCTURE). ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM OF 10' CENTERS. D. SPRINKLER HEADS 1. SPRINKLER HEADS IN AREAS WITH EXPOSED STRUCTURE SHALL BE BRASS UPRIGHT C,ITRAL SPRINKLER CORP. MODEL "A ", 1651 2. SEMI- RECESSED SPRINKLER HEADS. A. GENERAL 1. INSTALLATION SHALL CONFORM TO NE MANUFACTURERS RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INT...P,ON THROUGH WALLS, FLOORS, HANGERS AND WU, PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR- BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF PIE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHER WS- DAMAGED. 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. 7. INSULATION SHALL BE BY OWENS- CORNING, KNAUF, OR MANVILLE B. PLUMBING 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPNG INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJ/SSL). a. COLD WATER PIPING - 1 . THICK b. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE - MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE-FORMED PVCFITTING COVER. PLUMBING A. GENERAL 1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, QUIP.M.ENT, E SHALL CONFORM' 0 THE ',REQUIREMENTS' OF THE UNIFORM' CODE AND THE INTEPNAIONALPLLMENC CODE 2. TEST ALL SEWER AND WATER PIPING, IN• ACCORDANCE''' WITH LOCAL CODS AND ORDINANCES. ''TEST WATER PIPING TO , .HYDROSTATIC PRESSURE OF 100 PSIG FOR TWO HOURS STERILla ALL, DOMESTIC WATER PIPING IN , ACCORDANCE WITH A STANDARDS. 3. FURNISH ACCESS DOORS F. 'n,.,._ CLEANOUTS AND VALVES IN WALLS B. PIPING 1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HAND ttTH APPROPRIATE CLAMP (DEPENDING ON. STRUCTURE). ALL PIPING SHALL E7i . BE SUPPORT 0N. A. MAXIMUM OF 10 QENTRS 'EXCEPT COPPER PIPING 1 -1/4' AND SMALLER SHALL HE SUP ON A MAXIMUM OF 6' CENTERS. 2. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FGR DIE GROSS WINDS DIMENSION OF THE PIPE AND INSLII..ON. SEE INSULATION SPECIFICATIONS FOR ILLATION REQUIREMENTS. 3. SANITARY, VENT AND STORM c ALL PIPPING SHALL PITCH TO IT'S APPROPRIATE MAIN AT NO LESS THAN 1 „" PER FOOT SLOPE. b. UNDERGROUND STORM, SOIL, WASTE AND VENT PIPING, SHALL BE SEW. WEIGHT CAS: IRON HUB AND SPIGOT PIPE WITH COMPRESS. GASKET JOINTS. c. ABOVE GROUND STORM, SOIL, 'aASTE' AND VENT PIPING SHALL BE SERVICE wBG -:T CAST IRON NO -HUB PIPE WITH STA! "':ESS STEEL BANDED JOINTS AND BE HUNG PER C.LS.p.i. REQUIREMENTS. 4. DOMESTIC WATER a. ABOVE GROUND WATER PIPING, 3" AND SMALLER, SHALL BE TYPE L HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS_ b.. DOMESTIC WATER VALVES. SHALL BE AS FOLLOWS: 1) 2 AND SMALLER SFIALL BE MILWAUKEE VALVE' F8A -10O OR FBA -150 BALL VALE C. FIXTURES 1. CLEANOUTS a. FCO - J.R. SMITH WITH TAPER THREAD, BRONZE PLUG, SCORIA.° COVER. AND OUTLET AS REWIRED BY THE PIPING MATERIAL FOR THE FOLLOWING APPLICATIONS: 1) FINISHED CONCRETE FLOOR - 4020 SAN A ROUND NICKEL BRONZE TOP. 2) RESILIENT TILE FLOOR - 4440 VAT! A ROUND NICKEL BRONZE TOP AND TILE' RECESS. WCO - J.R. SMITH SERIES 4422 -Y WITH TAPER M.A. AND BRONZE PLUG. STAINLESS STEEL COVER AND APPROPRIATE LENGTH SCREW. ELECTRICAL A. GENERAL 1. THE BASIC REQUIREMENTS AND GENERAL PROVISIONS AND OTHER CONTRACT DOCUMENTS FORMA PART OF THIS SECTION OF THE SPECIFICATIONS. 2. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL STATE AND LOCAL CODES 3. SECURE AND PAY FOR ALL REWIRED PERMITS AND INSPECTION CERPRCATES AS A PART OF THIS PROPOSAL 4.. ALL POWER AND CONTROL WIRING, INCLUDING FINAL CONNECTIONS TO ALL. EQUIPMENT, MOTORS AND CONTROL DEVICES SHALL BE PERFORMED UNDER TINS CONTRACT. 5. THIS CONTRACTOR SHALL TEST; ALL EXISTING WIRING PRIOR TO IT'S REUSE REPLACE EXISBNG ,WIRING AS REQUIRED TO MEET CURRENT CODES AND, OR CORRECT IMPROPER OR DAMAGED EXISTING' CONDITIONSI AT NOT ADDITIONAL !COST TO THE OWNER. THIS CONTRACTOR, WITHOUT ADDITIONAL CHARGES TO THE OWNER, .ALL HAKE ANY TESTS REWIRED BY THE ENGINEER OR BY CITY AND STAR AUTHORHES 7 ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY' SERVICE FROM OWNER'S DESIGNATED LOCATION AND POWER AND LIGHTING WIRING' PER OSHA REQUIREMENTS FOR THE USE OF ALL TRADES DURING CONSTRUCTION AND FURNISH EXTENSION CORD_ FOR HIS OWN USE. ANY TEMPORARY WIRING, FUSES, ETC. SHALL BE REMOVED UPON CG..PON. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY 'NEC AND LOCAL CODES. B. MATERIALS 1. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHAL' CARRY A U.L LABEL 2. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS NE7REOF, SHALL MEET THE REQUIREMENTS OF IEEE, IPCE.4, NEC, NEMA, AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 3. IRE AND CABLE . ALL CONDUCTORS SHALL BE COPPER RATED 600 VOLTS OR LESS AS REQUIRED, FOR GENERAL USE IN THE BUILDINGS WITH THE TYPE OF INSULATION AND SIZES AS FOLLOWS: 1) #I4 SOLID, TYPE TAW, 600 VOLT, CODED FOR CONTROL AND SIGNAL 2) 1110 AND #12 SOLID; TYPE TAW, 600 VOLT, FOR POWER. 3 F8 AND ARGER, STRANDED, TYPE TAW, 60D VOLT FOR POWER. 4 ALL WIRING SHALL BE COLOR CODED: PHASE A - BACK, PHASE B - RED, PHASE C - BLUE, NEUTRAL - WHITE AND EQUIPMENT GROUND - GREEN. 5) ALL OTHER SPECIAL CONTROL WIRES SHALL BE AS NOTED ON THE DRAWINGS. b. ALUMINUM CONDUCTORS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES UNLESS SPECIFICALLY PERMITTED IN ADVANCE BY THE OWNER IN WRITING. c. MINIMUM WIRE SIZE SHALL BE #12 EXCEPT #14 MAY BE USED FOR CONTROL WIRING. 4. CONDUIT T. CONDUIT SHALL BE STANDARD RIGID STEEL, IMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. b. ALL CONDUIT SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. c. PVC CONDUIT SHALL NOT BE USED UNDER ANY CIRCUMSTANCES UNLESS SPECIFICALLY PERMITTED IN ADVANCE BY THE OWNER IN WRITING. d. CONDUITS SHALL BE OF THE PROPER STANDARD ELECTRICAL TRADE SIZED IN ACCORDANCE WITH THE NATIO;JAL' ELECTRICAL CODE. 5. ALL EMT COUPLINGS AND CONNECTORS SHALL. BE OF THE COMPRESSION TYPE MADE OF STEEL WITH NYLON INSULATED THROA, 6. WIRE CONNECTORS SHALL BE SCOTCHLOCK (OR EQUAL) FOR FB AND SMALLER AND T & B LOCK - TITE (OR EQUAL FOR # 6 AND LARGER. 7. ALL JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE MADE OF CODE GAUGE STEEL WITH SCREW COVERS AND SHALL BE GALVANIZED. 8. SAFETY AND DISCONNECT SWITCHES, FUSED OR NON FUSED, AS CALLED FOR ON THE DRAWINGS AND AS REQUIRED BY' CODE, SHALL BE HEAVY DUTY, LOAD ,AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D;' GENERAL ELECTRIC, CUTLER HAMMER OR EQUAL. 9. ALL STARTERS. PROVIDED SHALL HAVE A MINIMUM OF FIEMA SIZE 1 CONTACTS, WITH HAND-OFF - AUTO SWITCH, CONTROL TRANSFORMER, TWO ADDITIONAL NORMALLY OPEN AUXILIARY I i CWTACTS; 0 SWITCHES .FOR LIGHTING AND CONTROL! CIRCUITS SHALL BE 20 AMP 120 VOLT SPECIFICATION GRADE, SILENT TOGGLE CONV HUBBELL LEES ALL 1. RECEPTACLES, 125 VOLT CONVENIENCE RECEPTACLES SHALL BE 20 AMP DUPLEX, 3-WIRE GROUNDING TYPE, PARALLEL' SLOTS STRAIGHT BLADE, HUBBELL #5362 WHI C. INSTALLATION 1. GROUND AU CONDUITS, CABINETS, PANELS AND OTHER EXPOSED NON- CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT. 2. TEST FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION IS COMPLETE. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. 3. ALL WIRI. SHALL BE INSTALLED IN CONDUIT. 4. CONDUIT SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE. DO NOT SUPPORT FROM OTHER SYSTEMS, SUCH AS PIPING OR OTHER CONDUIT. 5. CONDUIT SHALL NOT BE INSTALLED IN OR THROUGH DUCTWORK. 6. CONDUITS SHALL BE A MINIMUM OF 1" FOR ALL APPLICATIONS, EXCEPT LIGHTING CIRCUITS. 7. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY THE ARCHITECT AND /OR ENGINEER. 8. CONDUIT IN OR UNDER A CONCRETE SLAB SHALL BE GALVANIZED RIGID STEEL. EMT CONDUIT SHALL NOT BE CONCEALED IN POURED CONCRETE SLABS OR WALLS. 9. FLEXIBLE METALLIC TUBING (EMT) MAY BE USED IN LIEU OF EMT FOR CONCEALED BRANCH CIRCUIT WIRING ONLY WHERE PERMITTED BY CODE AND LOCAL AUTHORITIES. 10. ALL CONDUITS TERMINATING IN JUNCTION BOXES, OUTLETS. OR EQUIPMENT AND ALL CWOUIT STUBS SHALL BE FITTED WITH THREADED BLANKED BUSHINGS, TO PREVENT THE ENTRY OF FOREIGN MATERIALS. PAPER RAGS, OR CORKS SHALL NOT BE USED FOR PLUGS. 11. INSTALL PULL BOXES, JUNCTION BOXES, SPLICE BOXES AND FITTINGS WHEREVER NECESSARY. 12. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION; JUNCTION BOXES, PULL BOXES, DISCONNECT SWITCHES. STARTERS, ETC. 3. PROVIDE SHIELDING OF ELECTRICAL EQUIPMENT nR DEVICES AS REQUIRED DUE TO WATER CARRYING EQUIPMENT, PIPING, ETC. OR DUE .. A`:Y OTHER CONDITION REQUIRING SHIELDING. 14. MAKE PROVISIONS FOR TELEPHONE SERVICE AS SHOWN ON THE DRAWINGS. N.T.5 M/E 2 SOUTHCEN TER MALL RECEIVED CITY OF TUKWILA APP I S iagr FERMIT CENTEF REVISIONS O , (6 z , - W U) W W' 0 O o O A1-� O U O z O A 0 sD u_ UJ z Q J 0 Q AMEMM TEST 1/25/99 AI