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Permit D99-0184 - Southcenter Mall - Payless Shoes - Tenant Improvement
gi*m*ittolti7asisloluo.wiqAtAyss,go%Osi'.1t1dign0112*iAl'Ark&ttlialretIttizotthdliIilattti D99-0184 • .• •-..- Payless Shoes City of Tukwila (206) 431-3670 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: 262304-9023 Address: 993 SOUTHCENTER MALL Suite No: Location: Category: AACC Type: DEVPERM Zoning: Const Type: Gas/Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: • Permit No: Status: Issued: Expires: Fire .0 South:. .0 East: Seweri-:TUKWILA,- , Siopes N Occupancy: UBC: Protection: .0 West: Streams: OCCUPANT PAYLESt' SHOES-, .:- ..., ,- =, 'Tbfne:, 993 SOUTHCENTER MALL, 'TUKWILA,, WA 98188-../ OWNER . SOUTHCENTER JOINT VENTURE 49:tTN:'''',1AMES JnGUDIN,425::0ENTER RIDGE RD, ',CLEVELAND OH 44145 , . CONTACT ,/.!BARBARA FISHEL :',,.*: :-.,-" -. ,:',Phone:,--(310) 328-6300 .;.,:.A32'7.--2POST-IAVE, SUITE H, TOR'RENCE, CA 90501 CONTACT RANDY MONOOE ::::' ', .' - Pho'ne:'',P00-726-8480 ...„, 8,432H3AY'POINT DR, LAS VEGAS, NV 89128 099-0184 07/22/1999 01/18/2000, STORE :1997 SPRINKLER/AFA .0 Permit DascriPtiOn:' TENANT:IMPROVEMENT, *k*******k4i**********************************4*****k*************************k*k* Construction Valuation $ , ,16,200.06 PUBLIC WORKS.,.PERMITS:,. *(Water Meter Permits Listed Separate)* ' Eng. Curb Cut/Access/Sidewal,k/CSS: N Fire Loop Hydrant: N No Sfze(in)': Flood Control Zone: N Hauling: N Start Time . * End Time Land Altering: N Cut: ' ' -Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: , Sanitary Side Sewer: N f. No Sewer Main Extension: N Private: N Public: N Storm ,Drainage: N .Street Use N Water Main Extension: N ' Private: N Public N TOTAL DEVELOPMENT PERMIT FEES: $ - 465.26 ik*kkk********A********k***k****k*k**********A**********ki*************k***********A Appr: .00 Permit Center Authorized SignatUre, Date hereby certify that 1 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. 1 am authorized to sign for and obtain this development permit. Sisnature; Print Name:_ c-Y-. r Date: VQQL29 This permit shall become null and void if the work is not commenced within 1,00 days from the date of issuance, or if the work is suspended or abandoned f..)r a period of 180 days from the last inspection. CITY: OF.TUKWILA ;Address: 993 •OUTHCENTEP .MALI. Perini t No: ; D99- 0.1:34 SuI,t.e. Tenant. Status ISSUED. Type DEVPERM ,. App i.ed.: 05/25/1999 P'ar'cel #,:....262304 -9023 .Issued 07/22/1999 k4t,*:k** k * * * * *.'k*C *; * *.k:*c•k•k k Ak k k'k•k k k *•k* *•k•kk•k *•k•k* k•k•k * *'k * *•k•k k•k`k *•k•k•A** k•k *'k* k'k•*•k'k:k'k* •k P :061Ilt Corid 1 t i on5 1. ,No :changes ".will-be-made to . the plans unless approved by the Engineer, and the. Bu i t d.i:ng D i;v i s i on 2 .;All .per.mits.,: inspeectti,an. records, ..and. approved "plans shat l be -,avai 1ab1e :.at the „j;ob s`-fte prior to the "start of; any cop.-7. : struction. These "documents, a're to :`,be maintained: and avai.1 able: until final inspecOOn;approval is granted. ' ;El ec tric.al .permits? =.sha1i b'e obt ained, thr ougtr.. :the Washington :State Div,isi:on, lit ;Labor. and,, Indus tries and a.,il ..eiectri.ci1. work :wi l i ,.;be ,,inspected by `that agency'12;45 6630) ;, f 4. .Plumbing pernx =ts shall be obtained through the Seaet1e t i g !Country Department of ` Nib 10,c Health. Plumbing will b'e inspected ;by that , °.agen.cy.,”: including all gas piping (;(296:.4 :722:). c. All +,niechanica1 work shall be under separate permi't issued le"--;.L.: i,y of Tukwi1a b Al 1 c:onstntii- tti:on to be . done: in conformance with • approved plans and requirements, of the? Uni,form Bui'1:?ding Code! (1997.: Edition) as einiende C- Un'i torn) Machan i,ca•l -Code (1997 Edition)., a'rict;:Washi:rigton` Sta,te"E:nergy,`Code. (1997 :. Edit ion), • Valldity,of Permt :. T,he iss uance Of a•perrit or.approvalro plans, specif icati;ons, ;arid:computatians f, s.ha11 not be con:- to be :a pe'r.,mlt: for,` or ,,an approvai....ofT any vioiation 'of any of the` provisions of the building code or of any, ''' :other, ordinance of the jurisdiction', No permit presuming to give: authority :''.to ;violate or cancel.the ",,pr.ovisions of°:.this 'code:,,;shal l;' be val i:d: CITY OF TUK`VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206 •) -3670 FOR STAFF USE ONLY ProjectNumtifart Permit Number:= 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. Project Name/Tenant:.bp T1 J 1 !i (( S\r _es Yi ky )J {ILA Existing use: c- Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Valu t Construction: (6 I = Site Address: 1:0 t r r G< c�sou/0, / Gc3 cal State /Zip: Ta or �o r6a Property Owner: ` //}� Area of Construction: (sq. ft.) �� 1 Phone: Street Address: �/ (127 YO7r 1 UM - S . (-h `tiglzM6 , CA City State /Zip: go 6( Far�tt: 5io.321 • (g7e0 Contractor: G\ W. . b 1 O Phone: Street Address: City State /Zip: Fax #: Architect: ..) Ai5 ti(vpA0 94, .)(-ritos p' Lr 1Il..( Phone: HIV. 7 Vic; . tg .cf° Street Address: City State /Zip: ■7 -,r1,- Y?v54- M4.. 54�,. R M- 4241(4, 1 C A. 16;0( Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: kb1iV,Al2r t\ SW Phone: 310. *3'7,9. (9000 Street Address: �_ City State /Zip: /"..27 R o ; -I - Clv F. 4 W . T iteaA .e_ C'a _ 405 6( Fax #*---31 D. sw. U F36 Description of work to be done r;` f .� ,yy\ v l_ p cU v`-1-, P UNNW- LAJ IIvV I t11/1 b 110 d.me FOCI N6 aria Shy Existing use: c- Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Netail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church Cl Manufacturing ❑ MoteUHotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) I Will there be rack storage? Cyes ❑ no Existing fire protection features' l; prinklers 43-1 : utomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 1 -1 g q .� existing Area of Construction: (sq. ft.) �� 1 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 1M no X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC. WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): _ ^. _ _ ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Deduct 0 Water Only RECEIVED CITY OF TUKWILA gal gal :-;cheRfty 2 5 ILigg PERMIT CENTER Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dale at.... / Q c^ Jc1i Date art Ilona, ci �, Appllc • (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 ALL COMMERCIAL/MULTI-FAIRLY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS M 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 BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : r' 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). ❑ 41 Floor plan: show location of tenant space with proposed use of each room labeled ❑ 5IL 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 Aft ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: N441 bisi i r Date: C' Print name: Aivit tti� Pho „ 3 (U. ;?.0. 1v3,L Fax it: > 3jo•5i5 -U3:G Address \;i`7 hpS1. {dirt. sIli, IA 1 "rtit yak_ o %A' qb o f City /State /Zip CTPI:RMIT.DOC 1/29/97 CITY {WP' TUt.W1.LA. W '13a,':1 thj1; :MeLhoci:;, P i t . Parc6? 1, No:; i -te "Adcl►''nsa: Pa&vme:nt *ii #rk*o * **•h *••k * * * *.A* Actual I; Code 090/.322.800 A., t•` k*: A:• kk• kA*• k"•k hkk• kk: 4; l: 4• h.• kk :A.A. **k'A *:A*•:A *i:':Ak:AkAA' *:4h •k*kkk: 1. kA* /t4. 7 h*' hik *k:ik *krhA- *kk44h *k ***kA** 0890'284- 34• Am'ou►ti;:• 4i .o' O5/16/00 1•t}s.1 4 L14EC1; 1No tat i'on H1!i: 11014T(1 /.84. LLC • :i►i it: 1l Ii It D.99-0101 Type t 1)rvPI:R14 i )1:VELOP14I 14T PEft;4tr 2b23047 :902:1. I.O0114 C1:14TEIt 14f•i. L. I'() «31' Feel“ '47.000 1'ut; t1.. A11... Flits t 13 ala►ii.:cp: ..`00 *** A* ••t *** * ****it* ** *'•/.AA*#:A* h•A* A** **A**A*'".•k**A *• pe ..i (4r i p t i on Amount { ;I.II:LI)]:N(J 47.00 151.2.2E, 4423 05/19 9717 **** •kk4:•40,* *k ** *9. * ;4411 *'*** k 4'*:1*k ` * :1 *f *Mfr*4k *4*t;Ak4.1,1 C.X rY. or tUKWILA, W1 .T.R,ANSMIT + *4k:4:p4!1t *:fink kk1k# is di5frk: 4d�fAi h* A**,* ****ie* 44k**kfy.0(44kto*k**. *4.*:1' * TRAMSMIT: Nurnhor : R 8OO113 Amount:'.: . 283.75 .07/22/99 15,117 Paymeirt Method : CHECK Notati orr a RAM MONTANA LLC Iri i t e CAS e.er;mit: No .D91•-;Ui:1i.4 Type: Dk:V'PERM UEVELOPM)r:NT P RMIT• Pare 1 .No i. 262304• -9U23 5 'ite Addr^es : crr3 SUU•1'htCENTER MALL Total Fees: 4'5.26 Th1i.s Pa'yme'nt:: '28375 Total ALL Pint.:;: 465.26 Ral anc: .00 * * * *d k'P **'ic444 * * *4•.:14 r4 •A*.4* *: 1* k *• �lk*****. •k' * * *.A * * *kk *4.4*;• * * *4„A4 * *A* Account Code' Desc.r i pt i on Amount, Qt}U/322. 100 BUILDING .: t ES . 279.25 000!386.:904 STATE 8UIL0IwG. SURCHARGE 4.50 sk* ik/ sk*******• ip• A*4.***! r,***;•-•Alc A ic**• k• L• t•* h*4It* * 4 * **• * * *s14r*d *k *+4 * ****** I'T.� Of °-T.UKWILA !!!A TRANSMIT t� 44 * * * *4-*$0c."41 46ki4 *0!'lk A ** * * * * *a * * A * * *•4 *i1* * * ** *• * * **14.4- * **. TR(a "rlSMIr`Nuinbera:'R9 0007;3 'Arno.ui i:: 181.51 05/25/99 15 :,.23 Payment 'Method.: CHECK.. Natation: EXPRESS PERMITS Init. CAS Permit No D99- 0184.; T.ypea. DEVPERM ' DEVELOPMENT PEf;MI7•. 1'arce1 No 262304 - 9023.: Site ``Ad dress 993 .SOUTHCE:NT ER MALL Location: 993 SDU'fHCEN•CCR MALL. Total Dees„ This -Payment 465..26 181.51 Total ALL Pmts: 181.51 Rniancec 283.75' *4 *i. * *, * ** * *.•A * * * * *;1' *i4* %4 ** *tit * *A *• * * * *a1 *s1 * * *r4AA *• *44 & * * *, * *•**•h*kr•s1* Account., Cade Description Amqunt. 000/345.'€J30 PLAN CHECK - .RES 181.51 INSPECTION NO. CITY OF TUKWILA BUIL NG DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD etain a copy with permit PERMIT NO. 431-3670 Proj'ect:T) I TCA) If S. % Type of lnsp clion: T. % leNct Me : i So - CetArr MAI t Date called: -7- 1 7- 00 Speciaenstructions:, E. VecAv`,N, cl-Pv IA .,'-t- uul s.kci e WC1r* Date wanted: 1-1g-00 p.-. Requester: Phone: igApproved per applicable codes. EiCorrections required prior to approval. COMMENTS: Inspector: Date: /6-06 fl $47.00 REINSPECTION FEE R IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *x INSPECTION NO. INSPECTION RECORD Retain a copy with permit `CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 15- 018 PERMIT NO. (206)431 -3670 P .'ect: / Jul �r,0 /. Type nspectio / fri /y // . Date called: - /'O /�/ /9e, Special instructions: i Date wanted: /D 5 , ." a. . p.m. ,. Requester: Phone: 800 -7 /r plo Approved per applicable codes. Corrections required prior to approval. COMMENTS: /. yX "V....L4 ^ •Y..'t.1v'.a F�'l'"'.# ^R .` y i ..'1"."' e+ulyF` ii.t . i Jam.. / ✓ ." , li," U(_, .? pr .0„,,, jam,° ,r ' Pte! ilQe / ').-2 5p f A' $47.00 REINSPECT! • FEE RE • UIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: g. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila;`WA 98188 (206)431 -3670 '. Pr.1 t: `/ ,, �p . d.1 4. ,...621.4 T •e of Ins ie ion: % of ILL! J/� . JL/11 , ..r . 011i�� i D.te called: y ©, Special instructions: ,.; r ...: Date wanted: g�/ /99 ate `7 P.m. Requester/ rr'' /440 e• Phone: 1/ - 563 -�/3 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: �^� fr�y� ..0N 4 It Yi),‘ AV,' i (// /t7 I Inspector: " �` 1 I Date: /� ,j f $47.0 RO EINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit .(206)431 -3670 Proj t ,� 5.s. s t ,,+ ( Type: Address: Crl 131-4(1% C eK tt Date called: Special instructions: /) Lll l�,��! Date w e //�/� —1 '7 �a.m� P.m. RertAu Li Phone: Approved per. applicable.codes. El Corrections required prior to approval. COMMENTS: r(dAYri't v\ c_t J t( r !"tr��r�� AP��n�ci`7 OK. ��C�• V1C14" ee t=' eC��i GC.� Inspector: ^31 ^__ Date: s 3 1 Q $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: �L9t?�f.'.�y.�. •L'a's. +a'`C+'+3.�t1.- ,w�i13' INSPECTION RECORD Retain a copy with permit INSPECTION NO. l CITY OF.'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 oi8 PERMIT NO. (206)431 -3676 • Pro'/ t:�% spection� -° r�lr Vii,; / te;celled: fig Sp ' I instructions; ... ./// Date wanted: /3/'? a.rr p.m. Requester: Pho Approved per applicable codes. Corrections required prior to approval. x COMMENTS: C 4c., #4 P• CA.`" G . )4 la 45 Inspector: Date; $47.00 REINSPECTION,F REQUIIfED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . • o INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 ft. ct: Type of In ci on• S Ci7%I /Nag/ Date called: - Dt � � /79 Special instructions: ,' ;79 Date wanted: 7/g/ f jZS a.m\ p.m. Requester: 1/2.49,/ fre990 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,[ Xor . / M a/00 Pecs /(COT 4)4/24 ?- A /41c. 4i Pa sc-.. (7,4- .c.. A6-141-7 °‘-prti 43l —36-29 D41:46 lot ./.4, U $47.10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid I' at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: y..;1n�:Yi,i:'s.�: "',;. t.i •4' .. °4.,1 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name Address x'53 TURWILA.FIRE DEPARTMENT FINAL'' APPROVAL ,FORM Permit N 9q= «io -✓ %G h-7 1 Retain current inspection-schedule r•.._• _.ti..� • _ .....,.,__ ... Needs shift inspection "" Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: 1Pre -Fire: Permits: Fri six... Authorized Signature tNALAPP,FRM. Da e Rev. 2/19/98 T.F.D. Form .:.F.P.....85. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57S4439 7/21 /99 By JL1.. Date G _ 2� Sheet I FILE COPY St 9-124-C4.4_ i!rld r" er: r•, 2 ;.,.ucs-r w7) (0,40) C Ca-75)(65 5 ) Ma7 x(5� -� = S44 Cr• 04104 -4,Cr7‘. 'O ezk 55 k- �? v Y . 2 2 OT'�;c� uLs.1 2— VAC _ /3 w/ 21/2! v -z1. -r f 4.. " r, 4 (J271) tc_Z V sly ' /'z <OV• 22� (o4 JL-� i 1c ) (3 O — O,-1,� =� 1, o L RECEIVED CITY OF TUKWILA MAY 2 5 1999 PERMIT CENTER t, • Sent By: EXPRESS PERMITS is Faster; 3103282530; , -.1,4—irs. 11: CASCO-CA CORP 1111C FAILW elOMODUIL May 13, 1999 City of Tukwilla 6300 South Center Blvd. Suite 100 TukwIlla, WA 98166 Re: Payless ShoeSource IP 4307 South Calder Mall Tukwila, WA Te Whom It May Concern: .May-13-99 11:49AM; 2/2 (7,. 711751 eiTe P.02/02 , The scope of work to be completed for this project, is as follows, • • • • The total area of the storo Is to remain as it It The sales area Is being increased, and the stockroom area is being decreased. The wall between the sales arse and the stockroom, is being Moved 3•-10" closer to the retro( the space. • RN number of 511101 area itxture runs Is being reduced from five to four. Eliminating one fixture run increases the aisle widths from 4'-1 W (6 aisles) to %' (2 aisles) and 5'-9 7/11' (3 aisles). • The existing lbdures are being relocated within the space. The fixture runs ere being increased in 19141fh• • Existing light fixtures are being relocated to correspond with the new fixture layout within the store. Sincerely, CASCO Corporation e■.1.1,14411 Mark R. Goode cc: Desmond Anyanwu(PSS-Topeka) (JCA1199972) POWINtsediuMPAYLISIR111111111•72.UktillOrpe ivrokl.11,19.dact 151 Xalmul Uri" SAO 144 • Colts Moo, C415ania MS • (714) 751.0544 • FAX (714) 751.0170 • cssoamilossomoi0.4x01 RECEIVED CITY OF TUKVVILA MAY 2 5 1999 PERMIT CENTER Tura P.S7 JUN -17 -1599 22 07 . CASCO -CA CORP 'MT WSW it mom nglr.slmwsnow a. m. Lave. -., 714 751 0170 P.O2/O2 Lighting Summary LTG -SUM r aw w.leMIN0 016. wwnr.ned &MN h.. CONOMMOI inns Project Info ' 1 S South+ For a Mho D.ps/1m.nt Um D Applgrn N.tm. G s'-o Lary Appleant Min" P t 144141U S 0 Appian% Phone 114 1S 1 -i�44 RECEIVED CITY OF TUI <WILA 1110; '/ l 1 '399 Pro ect Desptlon GI New +o D Melon la mimeo ,,T Compliance Option PlresaiMko 0 Upfrdnp Pawl Mammas 0 Sysunq An** (Sts Oi Ilmkon Cheoidbt (ow). Indleals PreeeripY .l IPA meow olsisto.n pi ) Alteration Exceptions (dMedi spp^eprists boe) G3 No Char gsa.m LIMO male r. ut• ophlrq Mummy oisc 4pbn Mewed Waver • Ile - Atss In Re Lam .un 00% of the /Mums am nave, ,?! M *Moos Is net . • t1.s mf4r IIsl.d man n Input wseeps Far (Mures whit harddetrsd bsIhste orgy, the •.Nt•••••• ••• ■•A/• —• •. •••• _ f1 \Y \ \V••• wow mow m me NNC(/ lawn= Ahon MIS MO in 1.50. LOOWen lloorlrsom no.) Mummy oisc 4pbn Mewed Waver • Ile - Atss In Re Allowed x Ares Opsn P.ridn0 ~� 02 WO Outdoor Anse — 02 WAI' ..- ...,.��. e)dg. (by facade) o.25 w/n' �� ... — 1 - _ _ • Frain Thom lief (arar) • dootanan al.roo.pe.ne Wren tiem Mimes TOM Mmad W.W - Proposed Lighting Wattage (Interior) (Mw 1101 loco ed'a.i Allowed Wses for Interior) Local on (boll /morn no.) - - F1s0Yrs Dswdption Number of Fbass Waft ' P dw. Wa0a Promised Corralled Ppriup Opsn P.ridn0 ~� 02 WO Outdoor Anse — 02 WAI' ..- ...,.��. e)dg. (by facade) o.25 w/n' �� ... — Ohq• (bY penntI 7,1W111 _ Taal Proposed W.M. may not exoesd Total Allowed W.111 for WON Tall Propoasd Wens Um WI/ Mad madmum input wasps, For Axton aide Me 1-tvese MUM only, ee Proposed Lighting Wattage (Exterior) Moult uel. M NR ec realtnlel Ashman Manuel netLMa be mod. Nation Os.Ctlpdore Ahmed Ware per Ili or poll M Os war—:' Arm In RI pore heir psrfmsl.r) Allowed Wine It fla (one /0 •—_ Corralled Ppriup Opsn P.ridn0 ~� 02 WO Outdoor Anse — 02 WAI' ..- ...,.��. e)dg. (by facade) o.25 w/n' �� ... — Ohq• (bY penntI 7,1W111 _ Noes: for bullring niarlsr, dlooe. MAO/ an hands ma Of M. p.r4neNr mWlod, but net be 1) Toll Allowed Wam Proposed Lighting Wattage (Exterior) (Uri not MOM Taw Mewed Wass by Exterrar♦ Locatbm ••.•— -_ Fbdurs Ossa Mlon ilurnwrof fbour.e Wails/ Agues Win Proposed Tom Proposed Watr may net mead Total Alowed W.M. for F OsAOr Toal Proposed Watts D ., • „.„ alni•OkatliVal..liwbg.0ips....44.4444**mtsatv.V.O.Oxion.lmotse . . TUKWILA, WA PROJECT NO. 199972 SUBMITTAL DATE: JUNE 17, 1999 • sTs?s,34 EXPIRES 7/21/99 RECEIVED CITY OF TUKWILA JUN 2 2 •1999 P(ENTER . . • • ., ,• ' • .•• ..• •'. , . • I• Project '1C:15S 11,,kw lqiq72.- No. Subject By JLA. Date c) Sheet 1 tecIti of 2 A iAc 4t„ cort.L. (R.. oae, ::A-L '2. " I4,4 42c ie_ (.)N3t-r ( A / U/'' I CI) c. ea- kci4... ml;vtiog=_ktc...-7,.)e. vZ Ai 4/a,) %-r • (ILQ 4d <2 -7o zs) + +- -= 4,5otbz-: 0,..) se-416 c),J 0 ci 6)6c._ 5G.15?-vi ? P P (1 Y r) 2....._...,.....E., 01,4-1,.)0,-J,J 50 IL_ 0, 2-I-4 1\-) ( 7-A-,6L-4... i - P ) 0 es' - o • 44. 12.: • Cojit9 60,p C:S tiY\ I C.. TT—/p AT-)0 D .1"(4=ttj 1,)-1. , ' , s m.kb L'6".1:, A 2_ R.K, 7-.27 f\L. LG. (14 !oz.; I - ) , , C_(„ 0,4/4 C(.S '77 "L tt• t 4.-77 LO - 1.0 6) IL/ tits.) ; U("mJ C.7( t• k.. NI' ,. Project )p55. Subject i,4, 0.-7 ( ��� . - ((o 35; I,4 Iv�o -�z moo c - 2 2 I o - � - -7 .5 _ c 35 , k -- ,) C -o tr1 22_t (s - . — (.5 fir ' tos o /At3ca ,b& 2 50 -/Akt..) X02 U s ?--/e) '' a 1 L.'7t .w t k E)0L -r" ,„j/ 2'/ ryl ,J v..eti1 e m ,z>,.)-r) Z QL-7 J.)16 1 /19 Fes" lito IZ 5 K PC Cr lam( ( V - 0."5 1 %D� 5/3 4.1 00.0 -1- z6 I as 3 3 -l— 0.3S-1 = 0.(02(0 Lc) ok .r a • ,r s tt vu t U/ LM/ yet m. • FROM : S Page 2 N FAX NO.: 800 ICBO Evaluation Service, Inc. 09 -22 -98 12:48P P.01 5360 WORKMAN MiLL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright fa 1998 IC8O Evaluation Service. Inc. ER -4627 Reissued July 1, 1998 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) KWIK BOLT -11 AND POST NUT KWIK BOLT -II CONCRETE ANCHORS HILT!, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 1.0 SUBJECT Kwik Bolt -II and Post Nut Kwik Bolt -II Concrete Anchors. 2.0 DESCRIPTION 2.1 Kwik Bolt -11: Kwik Bolt -II (KB -11) concrete anchors consist of a stud. wedge, nut and washer. The stud is manufactured from a car- bon or stainless steel material. The carbon steel Kwik Bolt-11 stud is made from AISI 1038 or AISI 1144 materials. The wedges are made of AISi 1010 steel, except that KB -II 314- by -12. KB -II 1 -by -6. KB -If 1 -by -9 and KB -11 1 -by -12 an- chors have AISi 304 (stainless steel) wedges. All carbon steel components are zinc-plated. Each component of the stain- less steel Kwik Bott -II anchor is made from either AISI 304 or AISI 316 material. The stud consists of a high - strength steel rod threaded at the upper end. The tapered mandrel has an increasing diam- eter toward the anchor base, and is enclosed by a three -sec- tion wedge which freely moves around the mandrel. In the vertical direction. the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the predrilled hole to provide the anchor- age. Allowable tension and shear values in normal- weight concrete are shown in Tables 3 and 4 for the carbon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table 5. Tne anchors are illustrated in Figure 1. 2.2 Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -II concrete anchors consist of a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The threaded end of the stud is fabricated to accept a threaded post nut with an outside diameter equal to the nomi- nal diameter of the stud. The post nut has a countersunk - head configuration. Allowable tension and shear values tor carbon and stainless anchors in 3.000 psi (20.7 MPa) normal - weight concrete are shown in Table 7. The anchors are illus- trated in Figure 2. 2.3 Installation: 2.3.1 Kwik Boll -It: Holes are drilled into the concrete using carbide - tipped masonry drill bits comptying with ANSI B212.15 -1994. The drill bit diameter must be the same as that of me anchors. The drilled holes must exceed the depth of an- chor embedment by at least two anchor diameters, to permit overdriving of anchors and to provide a dust -free area. The anchor must be hammered into the predrilled hole until at least six threads are below the surface. The nut must be tight- ened against the washer until the torque values specified in Table 1 are attained. Minimum embedment depths. edge dis- tance and spacing requirements are set forth in Tables 1 and 2. 2.3.2 Post Nut Kwik Bolt -11: Holes are drilled into the con- crete using carbide- tipped masonry drill bits complying with ANSI B212.15-1994. The drill bit diameter must be the same as that of the anchors. The drifted holes must exceed the depth of anchor embedment by approximately two anchor di- ameters, to permit overdriving and to provide a dust -free area. The anchor is tapped into the hole until the post -nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor is again tapped until the post nut is again in contact with fastened ma- terial. The post nut is then hand- lightened with a screwdriver. Minimum embedment depths. edge distance and spacing re- quirements are set forth in Tables 1 and 2. 2.4 Special Inspection: Where special inspection is required, compliance with Sec- tion 1701.5 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verity anchor type. anchor dimensions. concrete type, con- crete compressive strength. predrilled hole dimensions. an- chor spacing. edge distances. slab thickness, anchor embed- ment and tightening torque. 2.5 Design: 2.5.1 General: Allowable shear and tension loads are as set forth in Tables 3, 4, 5 and 7. 2.5.2 Combined Loading for Kwik Bolt -11 Anchors In Nor- mal- weight Concrete: Allowable loads for Kwik Bolt -II an- chors subjected to combined shear and tension loads in nor- mal- weight concrete noted in Tables 3 and 4 are determined by the following equation: ' (Ps/P0 +(Vs /Vy) :1 where: Ps = pt = Vs vt applied tension load. allowable tension load. applied shear Toad. allowable shear Toad. RECEIVED CITY OF TUKWILA JUN 2 2 1999 PERMIT CENTER 2.6 Identification: The anchors are identified in the field by dimensional charac- teristics and packaging. The packaging label indicates the manufacturer's name and address and the size and type of anchor. A length identification code toner is stamped on the threaded end et the bolt. See the length identification system in Table 6. c :raluatton reports of fC00 Evaluation Service, inc., ore its ued solely to provide information to Clots .t members of 1080. utilizing the Code upon which the report J bared Kooluatton reports are rat ro be construed as repeefentine aesthetics or nay other attributes not spccifieatly add d nor as en endorsement or recommen- dation for ..sr of the subject report, Thu rcpurt is bated upon independent tests or other technical data suhmisrrd by the applicant. The 1C110 E•atuafion Service, inc., technical staff hat reviewed the fees results and/or other iota, but dues nor possess test facilities to make an Independent vet- 0(a60n. Their is -v .arronty h) ICAO f- aivation Service. lne.. (+press ur implied. at to any "Flndin," or other matter in the report or of fo any product eaeeeed by the ..port. This dut(amer includes. but it not I*,nited to. merehuntablliry. Pagel of 4 t9q-o (9(4 . • FROM : S rays 3 8 FAX NO.: 800 3.0 EVIDENCE SUBMITTED Data in accordance with the IC8O ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (ACO1), dated September 1997. 4.0 FINDINGS That the Kwik Bolt-Hand Post Nut Kwik BoH -11 concrete anchors described in this report comply with the 1997 Uniform Building Coded subject to the following conditions: 4.1 Installation dimensions and installation torques are as noted in Tables 1 and 2. 4.2 Allowable tension and shear values are as noted in Tables 3, 4, 5 and 1. 4.3 Calculations justifying that the applied loads com- ply with this report are submitted to the building of- ficial for approval. 4.4 Special inspection is provided as set forth in Sec- tion 2.4 of this report. 4.5 Anchors are limited to installation in untracked concrete, which is concrete subjected to tensile stresses not exceeding 170 psi (483 kPa) as in- duced by external Toads, deformations and interior exposures. 09 -22 -98 12:48P P.02 ■ 4.6 Allowable tension and shear values for Kwik Bolt -ill anchors in normal- weight concrete noted In Tables 3 and 4 may be increased 33113 percent for short- term loading due to wind or seismic forces. Use of the Kwik Bolt -II anchor In lightweight concrete, and use of the Post Nut Kwik Bolt -II anchor in resisting wind and seismic forces, are beyond the scope of this report 4.7 Use of the anchors in resisting vibratory or shock loads, such as those present in supports for recip- rocating engines or crane loads, is beyond the scope of this report. 4.8 Anchors are limited to nonfire- resistive construc- tion. 4.9 Use of the carbon steel anchors is limited to dry, in- terior locations. Use of the stainless steel anchors is permitted in exterior- exposure or damp environ- ments. 4.10 Anchors are manufactured by Hilti, Inc., at 5400 South 122nd East Avenue, Tulsa, Oklahoma, with quality control inspections by Underwriters Labo- ratories Inc. (AA -637). This report is subject to re -examination in two years. TABLE 1— INSTALLATION SPECIFICATIONS SETTING OETAtLS ANCHOR SIZE 1/4 Inch 4/s Indh 'tz InGA '/, Inch 314 Inch 1 inert Drill bit size = anchor diameter (inches) 114 3/9 113 s/i )Is 1 Depth of embedment (minimum/sundard) (inches) 11* 1 2 13/6 1 21 /Z 2114 1 3112 234 I 4 314 1 43/4 4112 j 6 Wedge clearance hole (inches) 3/16 l /I6 '''/Is ii/i6 13/16 I 14 Anchor length (minimax.) (inches) - I1 /4 41/2 21/4 '7 21 /4 7 31/2 (0 4112 12 6 12 , Thread length std./extra thread length (inches) 3/4 f 3 34 } 4 114 4 1 112 41/2 (1/2 4112 21/4 41/2 installation: Torque guide vatues1 (ft. lb.) Stainless steel Carbon steel: Min, embedment Carbon steel: Std. embedment 4 4 7 20 20 25 30 30 45 75 75 95 150 150 225 200 200 325 Min. base material thickness (incites 3 or 1.3 x embedment depth, whichever is greater For SI: 1 inch = 25.4 mm, I Ibf = 4.45 N. llnsullation torques are applicable for all anchor installations unless noted otherwise in this report. TABLE 2— ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL- WEIGHT CONCRETE1.2'3'4,5,6.7 DESCRIPTION ANCHOR SIZE t/4Indh i/, Inch Vt Inen % leen 3/4 Inert 1 Inch Embedment: minimum/standard(inches) (I/9 2 15/1( 212 21/4 31/4 21/4 4 31/4 33/4 41/2 6 S,, -Spacing required to obtain maximum working load (inches) 214 4 31 /6 - 5 41 /2 7 51/2 * 8 6112 91/2 9 12 5,,,, Minimum allowable spacing between anchors (inches) It /t 2 I5/4 21/2 21/4 31/2 23/4 4 314 4314 41 /2 6 Mc, Edge distance required to obtain maximum working Shear 33/4 33/8 474 47 /It 63/4 4314 81/4 31/4 93/s 93/4 131/3 1311, Toad (inches) Tension 134 3 21/2 33/4 33/8 3Ir4 31/6 6 47/s 71/3 63/1 9 ,tr.,,, Minimum allowable edge distance (inches) Shear Tension 1314 1118 1314 2 21 /z 15 /d 21/1 2111 33/1 21/4 3371 31/2 41/, 23/4 41/1 4 4311 31/4 41/5 4.14 6314 4113 6314 6 For Si: 1 inch = 25.4 mm. I lb( = 4,45 N, 10313 in this table and the footnote% 3pphy to all anchors covered in this report. 2 Whcn using M,.,,, for a load that is shear, reduce the allowable load by 50 percent. 37h•nen using M.;, fora load that is lenflon. reduce the allawublc loud by 20 percent, 1Foc S and M of anchors with actual embcdrnenls between the listed embcdrnenls, use linear interpolation. SFor S and M of anchors with embedmenis greater than the deepest embedment listed in this table. use the value fur the deepest embedment Tided 674hen wens .Cn,,,, reduce the allowable tension Toad by )0 percent ',When using .1',,,,,, reduce the allowable shear load by 30 percent. v s r L Y r a u Page 4 B. . ' FROM: 5 FAX NO.: 800 09 -22 -98 12:49P P.03 TABLE 3- CARBON STEEL KWIK BOLT -li ALLOWABLE TENSION AND SHEAR VALUES (in pounds). NORMAL- WEIGHT CONCRETED 1 ` dWE1FA (bcP4 CE►flt (yR11,.) (,'•2.01100.1 6'.44444441 c•4.0001•11 V • 4,tA4M l'on•b r Dux %man r S rf Toulon One Toni. yen stn S4. me. lima SS, tttq, 111110 fi 11, Rr/. t4ama 54.44 pin SF am MM.M Sp, ttttq. tot* Ss W, fit/ It Pia t/4 1t/13 245 120 400 , 300 150 400 350 175 400 430 215 400 2 525 265 400 550 280 400 590 295 304 625 315 400 33/4 625 315 _ 400 625 315 400 625 315 400 625 315 400 3/5 1' /43 500 250 925 605 300 975 710 355 1,025 800 400 1.025 2/2 1.125 565 1.100 1.210 605 1.100 1.290 645 1.100 1.450 725 1.100 41/4 1.190 595 1.100 1.235 615 1.100 1,285 640 1.100 1450 725 1.100 I/2 21 /43 860 430 1.610 960 480 1.840 1.065 530 1.840 1.625 815 1,840 31/2 1,750 875 1.340 2.000 1,000 4,840 2.250 1.125 1.840 2,625 1,315 1.840 6 1.950 975 1,340 2.165 1.080 1.840 2.375 1.190 (.840 2.625 1.315 1.840' 5/4 21/45 1,425 710 2.875 1.685 845 2.875 1.950 975 2.875 2,500 1.250 2,875 4 2.180 1.125 3,125 2.670 1,335 3.125 3.090 1,535 3.125 3.925 1.465 3.125 7 3.000 1,500 3.125 3,250 1,625 3,125 3.300 1.750 3.125 3.925 1.965 3.125 34 31/43 1.850 925 3,875 2.175 1.090 3.875 2,500 1.250 3.875 3,000 1.500 3.375 434 2.750 1,375 4.225 3,625 1.940 4,225 4.500 2.250 4.225 5.060 2.530 .1.225 8 3.750 1.875 4.225 4.625 2,315 4.225 5.500 2,750 4,225 5.925 2,965 4,225 1 41/11 2,930 1.465 6.625 3,650 (.825 7,125 4,375 2.190 7.625 4,360 2.180 8.625 6 3.990 1,995 8.625 5.310 2.655 8.625 6,625 3,315 8.625 7.875 3,940 8.625 9 6,040 3.020 8,625 7,050 3.525 8.625 8.055 3.025 8.625 10.000 5.000 8.625 For S1: 1 inch = 25.4 mm. 1 psi = 6.9 kPa. 1 Ib. a 4,45 N. 1See Table 2 footnotes. 2A11owable loads may be increased by 331 13 percent for sham -term loading due to wind or seismic forces, 3Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. TABLE 4-STAINLESS STEEL KWIK BOLT-II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL - WEIGHT CONCRETEI2 .l4CIC UMEIER 111109 utesroR DEPTH prowl (r• • IAN rot. { - 4Pn404 C.A. = pu r<' • I,® w tr.:. sm./ rmac.4 SKr ttn.an SF.. t.rlm Stmt wkn O. InnI. W1l a So 14l8. WM S0. 14.o. Milw SP bug N1tn s4 wD. 1r11tv4 Sp. ln+R Intl ti.IMs. Imam So. cup. 1/4 11/e 170 / 85 525 230 115 540 245 120 550 350 175 550 2 425 210 550 500 250 S50 500 250 550 520 260 550 33/4 520 260 550 520 260 550 520 260 550 520 260 550 313 15/43 400 200 825 460 230 950 515 260 1.075 625 315 1.150 21/3 875 440 1,250 1,023 515 1,250 1,175 590 1.250 1.350 675 1,250 41/4 1,000 500 1,250 1,145 625 1.250 1.350 675 1,250 1,350 675 1.250 4.h 21/43 800 400 1,700 1.000 ~ 500 1.740 1.200 600 (.775 1.250 625 2.085 3112 1.250 625 2.085 1.625 815 2.085 2.000 1.000 2.035 2.250 1.125 2.085 6 1,375 690 2,085 1.765 880 2.085 2,150 1.075 ' 2,085 2.550 1,275 2,085 5/1 2 /4 1,020 510 2,625 1,250 625 2.875 1.475 735 3,125 1,800 900 3.125 4 1.730 865 3.125 2,220 1.110 3.125 2.715 1.355 3,125 3,000 1.500 3.125 7 2.250 1,125 3.125 2.825 1.415 3.125 3.425 1,715 3,125 3,415 1.715 3.125 3/4 31/43 1.450 725 2.700 1,825 915 3,100 2,200 1,100 3,500 2.450 1.225 4,500 4314 2.350 1,175 4.225 2.990 1.525 4.365 3,625 1.315 4,500 4,375 2.190 4,500 6 2,750 1,375 4.500 3.500 1,313 4.500 4.250 2.125 4,500 4,300 2.400 4,500 1 4143 2,300 1.150 5.700 2.950 1,425 6,350 3,400 1,7(X) 7.000 4,500 2,250 7,000 6 3,740 1,870 7.000 4,930 2.165 7.000 6.120 3,060 7,000 6.575 3.540 7.000 7.000 9 5.250 2,625 7,000 I 7.075 ] 3,750 7.000 8.800 5 4UU 7,000 8.803 4.400 For SI: 1 inch = 25.4 to n. I ps1 = 6.9 kPa. 1 lb.:: 4.45 N. 1See Table 2 (ootnoics. 2Altowable loads may be increased by 331/1 percent for short -term loading due to wind or seismic forces. 3Anchorr installed at this etnbcdn.:nt depth shall not 4.r, ucvtl In rt::ict :hew due to wind or seismic (orgies 4.43:;40 en Cuf 09/24/98 J ' • • (FROM: S • Page 5 E • FAX NO.: 800 TABLE S—KW1K BOLT-II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN UGHTWEIGHT, EXPANOEO SHALE- AGGREGATE CONCRETE1.E3 09 -22 -98 12:50P P.04 AAICHOM SO:E Cinch) £M CO I NT tMa»q 1011011E tit-411 SWAN (poumq TENSION 01 %MI TIMM 04 Mow. wtN��s tedIPC N m4 TEI S1OISj Irafte 10114 �t1tWEC11Olc1 4'x 2.0110 w E•• LOOS w 1, •4.1000p1 1/4 11/1 4 400 210 105 360 180 - A 2 5 400 300 150 450 223 1rs 13/1 15 755 380 190 625 310 a 21/2 15 1.100 630 315 975 485 1/2 21/, 25 1.370 695 340 1,100 550 le 72. /h 30 (.S40 1.000 S00 1.600 SOO Sig 234 65 2.480 1.110 555 1.575 785 7 4 75 3.125 1.650 825 2.300 1.150 3/4 31 4 135 3.170 1,545 770 2,200 1.100 454 150 4.135 2,200 1.104 . 3,250 1,625 For SI: I inch = 25.a mm. 1 Ibf = 4.45 N. 1 ft.-lb. a 1.3558 N m. 1 psi = 6.9 kPa. 1The tabulated tension and shear values ue for anchors installed in lightweight ex shale - aggregate concrete having the indicated compressive strength at the time of installation. Concrete aggregate must comply with ASTM C 330-85 and M C 332 -83. 2Use of the anchors in resisting wind ocseismic forces in lightweight concrete is beyond the scope of this teport. 3Spacing and edge distances noted in Table 2 must be increased by 331 /3 percent. 'These tension values are only applicable what the anchors ate installed without special inspection as sa forth in Section 1701 clew code. 'These tension values are only applicable when the ancbors arc installed with special inspection as set forth in Section 1701 of the code. TABLE 6-- LENGTH IDENTIFICATION SYSTEM VAMP ON AI.CMOA A • C 0 E F G e I a' K L ■ M 0 r 0 A 3 T u v ra s 4 2 tessta orsnnror (frcl.es) Frots 147 1 2111 3 31/1 a d'12 3 31t: 0 042 7 747 1 sit r 1112 I0 II 12 13 le 15 11. 17 111 Up to Out nut irdw a.r 2 1's t 3 3I/ 2 1 41 !7 S S /7 6 1 b /1 7 74: $ t I /7 D ' 9 2.7 10 I I 12 13 110 13 Iw 17 fi Is TABLE 7 —POST NUT KB-11 ALLOWABLE TENSION AND SHEAR VALUES (pounds), NORMAL - WEIGHT CONCRETEI.2 ANCHOR 01AMETEM pnoneepuotEAIAL molutUsi EAIEOUE$T N r (MteMlj F• . 3,000 pal Tension Shat With speiol Inspections 1YttnOtn 'Special Impaction* 1/4 carbon steel 1111 310 155 330 14 stainless steel 1111 305 155 470 3/e casbon steel 154 605 300 700 3/4 ;tainlcz: 3101 131p 460 230 1.250 For SI: 1 inch = 25.4 mm. 1 lbf = 4.45 N. 'The tabulated tension or shear values are for anchors installed In stone - aggregate concrete having the indicated compressive strength 11 the time of installation. 2Use of the anchors in resisting wind or seismic forces is beyond the scope of this (sport. 3These tension values arc only applicable when the anchors are installed with special inspection as set forth in Section 1701 of the code. 'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 1701 of the code. IOW Su II ATE EXPMEIO+ i oo 4.• rwt FIGURE 1 1■••41 sru J:. anther 0.12 1rr,1. S•trs5.1s4 f,L..rl•. Slso.. H03 I I CCUADIEUK POST NUT ii CKP Guntarsere Pest 1111 Ratiuce4 0lrtatar Shruls Twarad tticn4r,$ Mac 8.It Trlsl• S.punta1 Eip.. 2..n Si.... FIGURE 2 May 28, 1999 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Barbara Fishel 1327 Post Avenue, Suite H Torrance, CA 90501 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0184 Payless Shoes 993 Southcenter Mall Dear Ms. Fishel: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 25, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Provide overall mall floor plan showing exit system. 2. W.S.E.C. compliance form required for lighting (enclosed). 3. Fixture engineering calculations, use 1997 code. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the snail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, L4A-. 14110-. Brenda Holt Permit Coordinator end File: Permit File No, D99 -0184 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax. (206) 431.3665 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Randy Monroe 8432 Bay Point Dr Las Vegas Nv 89128 Permit Status D99-0184 993 Southcenter Mall Dear Mr. Monroe: In reviewing our current permit files, it appears that your permit for tenant improvements, issued on July 22, 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 -0184 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206-431-3665 it�`3Yi�'h%::r'r' ';X4,9'.Y.k'A#77.!: :197: alt +'tits.. a,,'MlIllf1r, , 1?':i°(• 31 //S;:r (44t m i � CDOd. �p PLAN REVIEW /ROUTI NG -sLI P TIVITY`NUMBER: D99 -0184 PROJECT NAME: PAYLESS SHOESOURCE Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After. Permit Is Issued DEPARTMENTS: Buil mg Division 5 Public Works Fire Prevention Awe, to 2441 Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete MI Incomplete Comments: DUE DATE: 6 -24 -99 Not Applicable TUES /THURS ROUTING: Please Route Routed by Staff ri (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE: 7 -22 -99 Not Approved (attach comments) ri REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved r Approved with Conditions n Not Approved (attach comments) U REVIEWERS INITIALS: DATE: V'R- ROUTC.DOC 6/98 ?emit Cemi PLAN REVIEW /ROUTING otIP BER :. D99 -0184 DATE: ..5= 25-99: PROJECT NA. ME: PAYLESS SHOES, REMODEL 'OriginalTlan.:Submittal. Response to Incomplete Letter Response to Correction. Letter. # Revision # _ After. Permit Is Issued. DEPARTMENTS: ing Division 5-21 ublic Works Fire Prevention mac- Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 5 -27 -99 n • Not Applicable TUES /THURS ROUTING: Routed by Staff REVIEWER'S INITIALS: Please Route No further Review Required (if routed by staff, make copy to master file and enter into Sierra) DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -24 -99 Approved n Approved with Conditionsn Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PR- ROUTE.DOC 6/98 Date: G, CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 sponse to Incomplete Letter Response to Correction Letter ❑ Revision after Permit Issued Plan Check/Permit Number: I- 61& Si Project Name: fay /i,s <1,41,0 gnu ct Project Address: 9g e_p.n -fr (7" 36ffCi6 y) Contact Person: j'ar6ca, Phone Number: Summary of Revision: LJ r t;_:, . Cp (icy,cc Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center [X Entered in Sierra on r u -11 ALM-- CITY RECEIVED CITY JUN 2 1999 PERMIT CENTER 3/4/99 City of Tukwila Fire Department Fire Department Review. Control #D99 -0184 (511) John W. Rants, Mayor Re: T.I. at Payless Shoes - 993 Southcenter Mall Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection• was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 575.4439 City of Tukwila John W. Rants, Mayor Fire Department Page number 2 Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 WI ON. City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than.four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 f. City of Tukwila Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 9. 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) All sprinkler system plans, calculations and the contractors Materials and Test. Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 5 John W. Rants, Ma; Thomas P. Keefe, Fire Ct 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) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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) 575.4404 • Fax (206) 375-4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 .....h.nownNawmsu.orennrtsv + w t.,» ...awer.....w.4•.......,«...:». . .,.�.,�.- ...................._. ....., «.,...�....,...... City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D99 -0184 (510) Thomas P. Keefe, Fire Chief June 2, 1999 Re: Payless Shoes - 993 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 C> City of Tukwila Fire Department Page number John W. Rants, Mayor Thomas P. Keefe, Fire Chief • Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 ..� w. r,. �sa�.. aa. wl+t 4w.' Ar:' .)t%Y.:.9JN5'�kU�.1 %rLHl•r+.�r� +_rrn i..v.:�rv. u+v. City of Tukwila John W. Rants, Mayor Fire Department Page number 3 Thomas P. Keefe, Fire Chief 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) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-44.39 City of Tukwila Fire Department- John. W Rants, Mayor Thomas P. Keefe, Fire Chief the close of the working day and as often throughout the day as needed. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57S4439 ' • , • , • " ; ' . . • ' • • - • ,* DEPARTMENT OF LABOR AND INDUSTRIES REGISTEREI? AS PROVIDED BY LAW AS CONST CONT GENERAL ZtieM;Prtlifittjfeirq0.^LV,Nr,i-:txts DATE 3' 4; !!rt i`"•12 J. • .ipp00),,fiAiviMdtitoci8:61406/Mido!, • 4:ttlied.TIVEtbAtki06128/1999 •: R A• M MONTANA LLC • P 0 BOX 11420 • LAS VEGAS NV 89111 • • • 1 ( AwimPATI .Lamin, cliwerotw TEnTANT coNsTRurnow 9:ALL NOT ATTACH TO THE DETIII Rwl ANNINCR itiaerrcorminucno. SHAu. 'NOT ATTADH T 'nit TANDLORD VRIII BY USE Of 41111.3 OR SNOT tieNDLORD BIEEL IBY VIRE OR CLAI: cagninucnow tHs.u. ritnemn. 'Liii i.:An wink STUDS Tr - TO ATIAOE TE/ 'ROOF STPLICILIRE ASO* ▪ NEw a/ DP oarr. LAY ikcatirnou WTI CELTIC 11 WS %MIR WRIF1t PAC PAW( InAICH It1)..DEATT IOWA= K.sir 4.c gagit iggicoi angoarrr 1,2 wawa orrint ow) twin To ADJTATEM SLIFFACIES. El 4 RUBBER co BASE wAi NATTER .(4wiTTE PINE) PANT MD NOW ADJAGEsil SUFFICES E 3 WEIAL EIRADNIS QM. WIN SIDES ALTERNICTIMG IBINIMINIG REWIRED IF , rianntoN sing w1 ERTEEDS TV T - 1St IT) VIO. CRS , 19.011 CONIBLE,03N. - ALL WETAL W wIENBERS ID BE 362 Si 20 UNLESS NUTED EMENTITEE. IX* mice: ammo rgreigns (gagggEn • 2 DD. ALAIDA cgrtnawn manrrnian NAILINC STROM ID BLOM gaga. TO er tonna aii AT ir-43" AND 'DOUBLE WANED AT 2 wiETAL S11.0) APALLS-NAILING Tema, ID ME *mom) VFW SHEET NEDILL PAMIRS TO Win ICBM tor ROOD STUD RAILS-AINLING STRIPS 'KT BE DOME 'MUSD LI E�011 STUD «R 126 COMMON NAILS ;..Y-4627 - 13A•4152D - EWING STIOCKROOM WALL SECTION —FIELD IMIRIFK ALL causigrg coltorneas even DEOPiNuoc trogtgiaucrnow. tarry ves rigo.ccr *moat: AND FROJECi couguerrogr ANY DISCREPANCIES - NETW, M M2 SJ 20 INL ED DIT4DINM FEXLSTIETZ DWISING WALLS TO NESAIN PAIRS:TAMAR AS retSiDED FINISH TO HATCH c.ATSBNC. — ISE K4) MO. 1/4 - 4 546E8 46EITAL SOREAS Alf EA. A*ETAL 511.91) ID :METAL SiTID cramernord EASTETACINT EASING SALES AREA 0 ICBO NUM 865I - *VAL UD -- - ANCE 4agg cowegviE angiogs eg - 258g t - MIL11140#0,BLOCNY LORNE — r rimiragiticaur egnrtg4 casigtors WC. #0#w-glay-.# PDS( Nurr insIK-BIDLY-11 *Mit INC. "WRECK BRAND AVATER-RESSETNIT GYPSUM PAAIDLS -- 'UNWED STACES verso. no. aware. aL. I PARTITION SCHEDULE I reiDie *MIL - 3 3/61 WM- SIMS 0 lr wu 5/5 430. BOWS SIDES TO or gang calms. F1NISHE3 4WD COLORS W *1TCH EASING. IGFNFRAL FLOOR PLAN NOTES I — owwA 5j. ALL ,sko AA mom.. 14AL.L. gc agnnging ra gimcg5 .3.or .04C71 IARLIAGDR. — gn. i gaga sgeoricAtnofil SW ((AI o prigiame APIETICR PIESPOLLOBILOTY Merl 'LANDLORD. BY TENANT :(PN5). BY TENANT'S , Ort EKISMIIIS ICONDIDON. PIDTIFY PSS PROJECT MANAGER AtiG PRELEICT coasuLTIatli LiF ,AWY DISCREPANCIES. NORTH tannic DISPLAY PANELS El FLOOR SAFE SUPPUED BY P.S.S. AND INSTALLED BY C.C. CHECK OUT COUNTER SUPPLIED BY P.SS... INSTALLED BY c.c.. acclaim COMPACTOR TO INSTALL COUNTER OUTLETS AS SHOWN ON SHEEF T1. OUTLET BOX TO BE LOCATED AT 1 ATI. RAMMED WSPLAY Flamm EXISTING STOCKROOM FIXTURES, Exts COAT RACK MOWED. EXISTING SUPPL f SHELVING EASING ORNICING FOUNTAIN. EASING LAVATORY. ERSDNG TOILET. EXISTWC GRAB BARS METING WAIL TO BE ODJOUSHED. EX/STING CARPET, £10 CERAMIC OLE RELOCATED STOCAROGY 0004, I8'-10 1/2" FLOOR PLAN SCALE: 1/e-1.-0- s- IJ EXISTING ROUJNG GRILL TO REMAIN. EXISTING PREFABRICATED CORNER BOX. EXISTING COLUMN TO REMAIN. FLOOR PLAN KEYED NOTES RELOCATED STOCKROOM FIXTURES. OUSTING ELECTRIC PANEL EXISTING ALUMINUM/GLASS STOREFRONT. EXISTING PREFABRICATED WING WALL EXISTING DISPLAY FIXTURES TO BE RELOCATED. SEE PLAN AND NOTE #4 FOR LOCATION. EXISTING SOFFIT TO REMAIN. RELOCATED ACCESSORY SLAT WALL EXISTING DOOR TO RERAN. NEW CARPET TO MATCH ExIST1NG. EXISTING VINYL TIC ciAli MANUA EXIST. SAI FS ARFA 62,F ER-or CAREY) MERVYN'S S . PARTIAL MALL FLOOR PLAN - A VT TENANT MAPROVEMENT ONLY lEINANT CONSTRUCTION PROECT MANAGE, PRCAECT DESCRIPTION: CONSTRUCTION TYPE SQUARE FOOTAGE: OCCUPANCY: OCCUPANCY CALCULATIONS: BUILDING D.S.ARTMENT) [WING INDEX] Al FLOOR PLAN A NOTES PLAN 2'-G" PAYLESS SHOESOURCE 3231 EAST 6TH STREET TOPEKA. KANSAS 66601 CONTACT: SIEVE WILSON (785) 233-5171 ea. 6361 PROJECT INFORMATION PAYLESS SHOESOURCE CORPORATE HEADQuARTERS 3231 EAST 6T1-1 P.O. BOX 1189 TOPEKA, KS. 66601 (785) 233-5171 RETAIL STORE PRIMARY PRODUCT - SHOES TOTAL AREA 2974 SQUARE FEET (,..alaiANT1LE) CITY OF TUKWILA 6300 sointiCENTER BLVD. SUITE 100 TUKYALLA WA. 98188 PHONE: (206) 433-0179 BUILDING OFFICIAL: DUANE CNISSIN FLOOR PLAN PATH OF EXIT JCP EN N EY 01 TYPICAL TENANT GUIDELINES Professional' record practicing dunk ft (LRNTHAW I A EOEWASHINGTO juti 1 8 1999 PROFESSIONAL OF RECORD: RALPH R. SHAW PliCNE: 714-751-9644 DRAWN BY MTZ CHECKED BY PROJECT NO. 199972 DATE 5 PERMI REQUIRED FOP: 0 MECHANICAL 0 ELECTRICAL 0 PLUMSING 0 GAS pipitaa en Of TUKWILA OMSiON PAYLESS A PUP,. AREAS 2374 sp. B. DISPLAY Fls:TURES -543 SE. 1931 4- C. STOCK AREA 423 A- 300 - TOTAL OCCUPANCY i., A. TOILET S.E. 30 = TOTAL OCCUPANCY -- (7 - PERSONWAnw, RN 2 2 19.99 PERMIT CENTER 1111[1: IBDROD 151 KALISZ ERNE SUITE H-8 A MESA, CALFORNIA 92626 PROJECT MANAGERS #10:11101161. NO. DATE REIJAP5M DC SHUT NUMBER Al DC LA.! I— C') I— CEILING HEIGHTS IN VLIL -11 V REFLECTED CEILING PLAN NOTES EI EXISTING ACOUSTICAL IRE TO REMAIN_ Ii' -O" (EXISTING) NOTE LIGHT FIXTURES TO BE CENTERED EXACTLY BETWEEN SHOE FIXTURES 0 EXISTING GYP. HO. EEG TO REMAIN. CONTRACTOR IS TO INDICATE ON THE FLOOR THE PRECISE FIXTURE LAYOUT El NEW ACOUSTICAL TILE TO MATCH EXISTING. PRIOR TO INSTALLATION OF THE LIGHTS TO INSURE PROPER ALIGNMENT ® EXISTING SOFFIT TO REMAIN. NOTE: EXISTING SUPPLY AND RETURN AIR I= EXISTING FLUORESCENT LICIT FIXTURE TO REMAIN. MLLES TO BE RELOCATED AND REQUIRED TO MAINTAIN A COMPLETE AND WORKING = EXISTING FLUORESCENT LIGHT FIXTURE RELOCATED PER PLAN. SYSTEM. - EXISTING TRACK LIGHTING RELOCATED PER PLAN. �. ® EXISTING FAN/LIGHT COMBINATION. CEILING HEIGHTS IN VLIL -11 V ROOM NAME HEIGHT (A.F.F.) SALES AREA Ii' -O" (EXISTING) STOCK ROOM 11' -O' (EXISTING) TOILET ROOM 8' -O' (EXISTING) i51 KALIAJS DRIVE SUITE H -8 „O"' T,.A KAMA, QUIOICA 92625 PROJECT MANAGERS OLEUTMC O SUMMED PRIMP D eci RAM SURFADE TtIIWDIT LIGHT FIXTURE TYPE "A" MOUNTING DETAILS T TO SCALE LIGHT FIXTURE TYPE "A" & "C' SPACING - DETAILS SCALE: NOT 10 SCALE AA(IJIST CLAIM : +.. IBNED T'1PEIF AMIN CEILING EiUM BR$ RUNNING ADYACETAT MD TJGNE ATX MES SHALL BE MED TO STNWCRLIIE AT A MMMUM OF +1d' OR AT mew 91CDNET. TO BUQADE ADEQUATE SUIPPORT. iM SWAM ACTIONS, WPM mumps iMDIMDUAwf AD TIEDUI ED OR PULPS PAM Fen SOME** WWI , IFH- OT HER MU; (T)rrtEAL sr OF Zp -\ i '1 � T v CADDY CLIPS +b' oz. MD cif CDMNECDDM DETAIL 1102 M TYRE 'A' mimic HEROES MUST AWN EXACTLY AT CEMTEM MEIMEEN ALL 910.VMG Fi lIFFES. SEE DETAIL FOR TYPICAL LOCl1NWS. TYPE 'C TO AWN EXACTLY AT CENTER OF 910.VIHG FIXTURE END PANEL MUER TO IKOITNNG SHEET FOR 9'EOF1C JOB LIGHTNG LAYOUT. NORTH SCALE: 1 /4` =1' -O' AWA SPACE AMES 'T1 SACS NOCCA , "'MIN= M iir II Emma! �� "" x "" 2 II war mu II a is - -� 1e I I I II i FX-A) II X -A1 FX -A) (Fx °FXIST. TOILET ROOM SALES 5Y-O' (1X -D) 48 Th - o a 9 (TX - C) a a o 14 0" 6' -0 V v(, r -cr Gv a (1) - -C) REFLECTED CEILING PLAN JUN 18 1999 PROFESSIONAL OF RECORD: RALPH R. SHAW PHONE: 714 -751 -9644 LIIIMM■Y RECEIVED CITY OF it!K`NIGA 2 ? 199 I 0 1 CA PERMIT TESTER REFLECTED CEILING PLAN SONS: ' I NO.f I DATE PEMARKS: SHEET NUMBER A2 A i