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Permit B93-0049 - PACIFIC LINEN - SHELL
t2 ,•^<••.1%.;', B�3- 004q CERTIFICATE -OF 'OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 - TUKWILA ,WSHIj'dU4Nw� 98188 y.'j� L' to 4,14 i a' xt i s ki ,+',%'a. ti Fa - - THIS CERTIFICATE ISS'I EI5 PU 2 tJAN , HE RiEQIJI:REME� S OF SE G�1`»' 'QN 307 OF THE ,,,,,-b , ; a ry•Mn ,dry UNIFORM BUILDING GQDE" CEI �T +, `YhING' THAT ? jl-1E TIME. OF,`' I,S; UANCE., `THIS STRUCTURE !'4 f t P n by 7! .4s" .a i i �� � "i WAS IN COMPLIANCEI .WITH ^.TME�� IARIOUS',I�RDINANCES "°0F� .TI-E�'C`T�TY REGUpArING BUILDING bra CONSTRUCTION 0 ?.` R �' Q��(D`� °ILL APRiICABt'E �•aaCrITY FIRE CQDES.7, F4R. TFiE rF./OLLOWING: t. Te,4',�'Y� 'f, I V �D. i i� {t t (PACIFIC` LINE V:;js 'y �''d, Bu i 1 d i ng Ad :p Ass :',;14,785a'�'SOUTHCE-NTER r,y, -, Par x`11 /W4/3,6'230'4-910 7;; =µ:.. x ,,b;, ne ,, R rURNITURE"�INC��" to �",!;„tr.K: .. ..,F•,r..,,.., a P e rm1 t • J.r • Q `upanci4: STOBE•, ,. Occupa , ,Gr • RENI WA IST`TNG. INTER IOR SHELLS ;TC;c:`P,AINTINGB THE 0 IFICATIONS, AND Fy0 0y�-'.P,gi%'I THIS.CERTIFIC City Ticthw"t :. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0049 Type: B -BUILD Category: ACOM Address: 17855 SOUTHCENTER PY Location: Parcel #: 352304 -9107 Zoning: C2 P -0 Type Const: V -N Gas /Elec: A Wetlands: Water: TUKWILA Contractor License No.: RUSHFC *305RI TENANT PACIFIC LINEN 17855 SOUTHCENTER,,.P-ARKWA,Y' T.UKWI:LA:, °;WA 98188 OWNER RB FURNITURE INC, ,..::.: 2323 SE MAIN .;`.ST,`:` IRVINE ,CA 92714 CONTACT BLAKE BOLTON _Phone: 206 383 -3084 950 FAWCETT SUITE 300;, .TACOMA, ' WA 98402 CONTRACTOR RUSHFORTWCONSTRUCTION CO. Phone 206 922 -1884 13084ALEXANDER "AVENUE. E, TACOMA,' WA 98424- ********* * * **4* *. *" * * *k * * * * * * * * * * * * ** **,******* * * * * * * * * * * *k * * * * * *_ * * * * * * * * * ** Status: ISSUED Issued: 03/24/1993 Expires: 09/20/1993 Type of Occupancy: STORE Slopes: Y Sewer: TUKWILA • Permit Descrl'ption: RENOVATE EXISTING INTERIOR SHELL :ETC, PAINTING THE WALL`S,- WALL MODIFICATIONS, AND FLOOR.,PAVING. SETBACKS Back:. Right: Y Units: Ooi Buildings;:,' 001 Fire Pro`t'ection:. SPRINKLERED UBC Edit''ir`on:..,1;991 ** * * ***j * *; * * * ** * * *, * * * * *; * * *'r * * * * * ** Valuation: 199., 400.00 :1 -6ta1. Permit Fee: 1',637:18 *' * * * * * * *** * * * * * * * * * * * * * * * * * * *il * * * ** P rmj Ce..n;ter. Authoriz Signature I hereby certify that :1 have read and .exa•min.ed +,this: permit .and know the same to be true' and correct. All provision,s'of law, and ordinances' governing this work wi 11 .be complied` with' -'whet,her ;specified herein or not The granting of "•this - ;permit' does not presume to�� give authori;tyto violate or cancel the provisions of any' other.,s,tate oer local ,law`s regulating construction or `the.,,performance of work. I am authorized to- sign for and obtain this build'ih_''permit. Signet ate: ^ .. Print This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWIL 1. Department of Co. .. nunity Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PR JECT NAME pvc1f(C LIOE,I) SITE ADDRESS ss (� ' i SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so.note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. • DEPARTMENT DATE IN DATE APPROVED. REQUIREMENTS l COMMENTS BUILDING - initial review � _ la-�3 1' 3 /31 613 (ROUTED) CONSULTANT: Date Sent - • -0qc,- 03 Date Approved - . , .-- FIRE 1-7710/.2!-- 12 './ 3��� FIRE PROTECTION: Sprinklers ) Detectors L_N /A FIRE DEPT. LETTER DATED: INSPECTOR: INIT:4z ,, (PLANNING , / qq3 ZONING: �7p BAR/LAND USE CONDITIONS? )Yes No REFERENCE FIL NOS.: Not ikON <4Wflpi �t INIT: ‘0,4,.. MINIMUM SETBACKS: N- �6/� S- E- PUBLIC WORKS N dl /�93 UTILITY PERMITS REQUIRED? () Yes (j No PUBLIC WORKS LETTER DATED: INIT O OTHER INIT: BUILDING - final review 23 �� MI ^ TYPE OF CONSTRUCTION: V—'0 C CERT. OF OCCUPANCY? Yes Q No UBC EDITION (year): 1 1 INIT: C� [BUILDING OFFICIAL if> '' cl INIT: REVIEW COMPLETED AMOUNT OWING: 75 CONTACTED • . . _ 4/4 1111:.. obA F.L 1 -4 1 ∎: -4 <! DATE NOTIFIED . •--, e, BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01108/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 ' PRCq 3 __ () d PLAN CHECK NUMBER BUILDIFL ■PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE • RCPT:<# OTHER: TOTAL. SITE ADDRESS SUITE # 17855 Southcenter Parkway VALUE OF CONSTRUCTION - $ ' 1' c 4/-00 . CO PROJECT NAME/TENANT Pacific Linen ASSESSOR ACCOUNT # 1 352304- 9107 -01 TYPE OF • New Building • Addition Wi Tenant Improvement (commercial) Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Renovate existing interior shell for occupancy BUILDING USE (office, warehouse, etc.) Retail sales room /store NATURE OF BUSINESS: Retail sale of linen and domestics WILL THERE BE A CHANGE IN USE? a No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 32,332 Tenant Space: 24,083 Area of Construction: 24,083 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? g3 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Jeffrey A Morris Group Inc. PHONE 415 -854 -1123 ADDRESS 3000 Sand Hill Road, Menlo Park, California ZIP 94205 CONTRACTOR Not yet available PHONE -- ADDRESS Not yet available ZIP WA. ST. CONTRACTOR'S LICENSE # Not yet available EXP. DATE ARCHITECT McGranahan Par tnership PHONE 206 -383 -3084 ADDRESS 950 Fawcett, Suite 300, Tacoma, Washington ZIP 98402 HEREBY:; CERTIFY THAT 1 HAVE' READ:AND:: EXAMINED TH1S?sAPPLICATION AND KN 'BE TRUE AND;<CORRECT, >AND 1 AM :AUTHORIZED Ta <'APP ,Y FOR THIS `PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME McGranahan Partnership ;SAME;" DATE is Fsr 13 PHONE 206 -383 -3084 ADDRESS 950 Fawcett, Suite 300 CITY/ZIP Tacoma, 98402 CONTACT PERSON Blake P. Bolton PHONE 206- 383 -3084 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any quest ons• riqq �t�,q� �rprocess or plan submittal requirements, please contact the DepartmentI bICb )nmthnity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED FEB t 2 1993 .NIT !'f \ryro DATE APPLICATION EXPIRES 0311 w COMMERCIAL SUBMITTAL CHECKLIST ...• "•"• . . ••••• .• . • NEW COMMERCIAL BUILDINGS/ADDITIONS • , - : • :." • „ Completed building permit application (one for each structure) " ' • ; :.'" riAssessor Account Numbor .; :Two sets, (2) of the tolloWing::::' •••., ••••••••:::::::-••••:;:- • Specifications ; • • • • ' • • ••• • • . „ . .• Structural Calculations stamped by '6WashIngton'State licensed :•:":".• Soils 'report stamped by a WashingtonState:liCemsedangineei;•::::,:::!:, , ,',••••::••:. , . ::•....,• • „ engineer or. architect ...:".•:::"""-"."•:":" . • .• •••• • •• .••• . . • ••Workfrig:EfraWing6;:".steimped by •Er:.WashingiOn•Stito iicensed Site plan Architocturai drawings Structural drawings •• • . . • ..•••. • • Civil drawings . •", . Landscape pien ................ CenipletedUtility;perrniti.appliCation.lone."fOr,entirei•projeCt Six (6) sets of civil drawings . . • ..... .......... ........ • .. ...• • . .• titilityperinit.appliCakon:andtheCklist for SpoCifid'utility:::::',•,•••••••••, . • •• ••• • suomittal, reqwromonts • . RACK STORAG Assess91... which inciude ':„ . ;". • . Two. I showing:: • • • • • • ":' • • Dimensions. of all aisles .... . Tenantspacid floor ..plan; Showing, rack storage Iayout aisJes and .. .. . NOTE Include dimensions of racks (height width and Iength) aisles and 'calCulatiOriS-stertiPedbYa.WaShingtOrt State Iicensed • . -• • engineer RESIDENTIAL Entire spa-- where racks will • Exit doors - • bP 19F"7 . " •••"." ■■•••••••■••11■11. COMMERCIAL TENANT IMPROVEMENTS Completed buildingiParniltripPliCation:lone•fOr:-eiCh.isirUCtUrS:Or• tenant) wo constrtictlen".'Pleiris ';'..."WhichirtclUdet". Site plan • Existing and proposed parklng • Landscape plan (if applicable, e ohange of us) Overall building pian ••• • • • '';.::"..•'0Veralt.dirnenSionS.Ot building or Floor plan of proposed tenant space • Tenant space plan with usa of each room iabelled Exit doors agress patterns ••••••NeW:.Wailk..:tjxiStinglyiak:.and.intalls"to:bes:dernolished:::":•; . • Crosi sections s licensed ' 42140/.70,4Y..— Struc;t:arattal.cach:31?nt f°r fl°h!writainsigtartiii7lictaltica91WwilaOsr.h:Igton State I ulations stamped' k is tti1.6q•aolie (g.sets ." • Nao0i3TilEca:•tiqotrial.7airnalurttip!671t*Vbe.s7?rerkg.: ''•, • . • •.••• CoMpletectbuilding"perrnttappl!catiortIone:for.:each.strcture . . .:.Narrativo.d0s0.1p104:bitititig: NOTE A certification letter -is required prior to final inspection""and ff of the. Perrnit.•:',..:::• . . •••••••••••••••••• . ............................. Completed AsSessor•ACcoUnt .NUmber. Two..(2). sets of plans;:which: include Site Plan (showing building and Iocaon o antenna/sateliite dish) ";:• StructdraycalcirlationS:"StamPed .•.,...,.• . ..•,•••:,..„ • • .... ....•• I; ":",•••••••:: ... • : NEW SINGLE FAMILY "DWELLINGS/ADDITIONS Lj.Coeipleted building permit application (one tOr each structure) Legal description ". : : • . ", Assessor 'AcCOunt,Ntimber::!,":,•:•": 1 1 I 1 r—itwo'sets (2) of working drawings which ..,....... • I 1 sest hydrant IOCatiort•:::: • Foundation plan • : Incluife cc bu na showing •. • FloP :at length of access): Roof pian • :;,••• -I.!. Building elevations views) •." Building cross sectiori Structural framing plans :•:. Washington Stato "EnergY Code data .••.• • . • •• : •• ;• • "•••.:. : Completed utility permit application " [---] Six (6) sots of site plans showing utilitieS '"' .• ." • NOTE: Building site plan and utility site plan may be combined'. See utility permit application and checklist for specific submittal iequimmenta." • Additional topographical and soils information may be required if unique site conditions. REMODELS ... . R_SIDENTIAL I3EMO : • .. „ Coni'plete'd efinjtap.plicatiOnAone:forecW•struCture):: ....................................... Site pian Foundation pian Roof pian -ra•Ney Buifcfing cross section StrUotural framing plans :.„ NOTE:-.1tan.fr WOik:h,t0 be cicihoprO4idei and plans must be,:submitted•,:::-•:::, " •••• ' " CortiPleted•buildirig:.perntit application:(one'.16(each:struicturr.). rn•• NOTE A .:.:Ce rti fiat i /at ter 18 0441,:pd . off of tha .... .„.. . ....,... ....... City of Nita • Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 A r( tine: ci3 00 / oo38 - G03 9 Phone: (206) 433-0179 - vt-4- UTILITY PERMIT APPLICATIOW' CENTES, F- r) D 0,0 PUBLIC 1/1/Os PROJECT Site Address: INFORMATION Name of Project: 17855 South Center Parkway Pacific Linen Property Owner: Jeffrey A. Morris Group , Inc. Phone No.: 415/854-1123 Street Address: 3000 Sand Hill Road City/Statealp: Menlo Park, CA ECOneKrX Architect : McGranahan Partnership Phone No.: 206/383-3084 Street Address: Contractor: Street Address: 950 Fawcett Avenue South, Suite Not Yet Selected 300 City/State/Zip: Tac , WA 98402 Phone No.: City/State/Zip: King Cty Assessor Acct #: 352304-9107-01 Contractor's License #: PERMITS. REQU EST ED1X 0 0 0 0 0 Channelization/Striping/Signing Curb Cut/Access/Sidewalk Fire Loop/Hydr. (main to vault) - N Sizes: Flood Zone Control Hauling Land Altering cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end tirnes: Date: Sanitary Side Sewer No.: Exp. Date: -- O Sewer Main Extension OPrivate 0 Public Ell Storm Drainage Installation of oil/water O Street Use separator if rey'd upon fie] verifiiltion 0 Water Main Extension LJ Private ID Public O Water Meter / Exempt: - No.: Sizes* Deduct El Water Only 0 O Water Meter / Permanent No.* Sizes O Water Meter / Temporary: No • Estimated quantity: e e e ROthScer Ddout bh: check valve assembly Name: Pacific Linen Phone No.: 206/489-6412 Street Address: 22105 - 23rd Drive SE 0 Water DESCRIPTION OF PROJECT Pacific Linen Same 0 Sewer 0 Metro 0 Standby O Single-Family Residential 0 Hotel 0 Duplex 0 Apartments 0 Other: 0 Multiple-Family Dwelling No. of Units: 0 Motel Commercial/Industrial 0 Office ES City/State/Zip: Bothell, WA 98021 Phone No.: Same City/State/Zip: Same Retail O Triplex O Warehouse O Manufacturing 0 Condominiums O Church O Hospital 0 School/College/University 0 Other: MISCELLANEOUS: NielY1Buil INFORMATION Square Footage: Tenant 0 Remodel/ Improvement Addition 24,083 Square footage of additional building space: -0- _ / 2.4w King County Assessor's valuation of existing 4i g structures: . . . Valuation of work to be done: $ 200,000 Square footage of original building space: 32,332 .;. I HEREBY :CERTIFY .THATI .HAVE REAL 7 ,THIB:APPLICATI ON : A ND...KNOW.TH ::SAME;TQ:BE ;TRUE::A „CORR ECT.': . Applicant/Authorized Agent Signature: -PC ( Contact Person jprint name): Blake P. Bolton, AIA Print Name: McGranahan Partnership Address: 950 Fawcett Avenue South, Suite 31 Date: 12 Feb 93 Phone: 206/383-3084 Tacoma, WA 98402 Phone: 206/383-3084 Date Application Accepted: ca 0, 9 5 Date Application Expires: 67.-- la...-.c. 3 04/22/92 CURB CUT/ALLESS/SIDEW( Permit No: PW93 -0038 Status: ISSUED Project: PACIFIC LINEN Site Address: 17855 SOUTHCENTER PY Location: Parcel #: 352304 -9107 Wetlands: Sewer: TUKWILA Contractor License No.: TENANT PACIFIC LINEN 17855 SOUTHCENTER PY „,.;:TUg II *LA,`' OWNER JEFFREY A. MORRIROUP:r.'TNC7- « hone: (415) 854 -1123 a 3000 SAND HILL;;�zR;OY4Ci '` MENLO PARK, :.,CALIFORNrA.'- t'94:205 ARCHITECT MCGRANAHAN PARtTNERSHIP ` 5' `:; P'lione (206)383-3084 950 FAWCET.T`�AV S, SUITE O'0, ":TA:cTlMA 98402' . • ' ��,k , • CONTACT BOLTON BiIAk;E� +E;.;r,;•. ', ` '4 hone: 'C2'06)383 -3084 **• k** kkk* kk* **k **•kk•kk•ky,k'k*kkk'kk•k.ki kkktkkk kkk*• k •kkyk %`k_,kkklck•kk4kkk,4,4 .Akkkk**•k *k•kk* Issued: 04/13/1993 Approval Letter: 03/05/1993 Expires: 10/10/1993 Watercourse: Slopes: Y Water: TUKWILA Additional Per,M,,ir<' Des''cription: ELIMINATE//CENTER & 'M0DIFY NOR,TNERN DRWEWAYS Existing Squah,e' et . =332 ,.;, ti '''Additional Fe New SqUiak r�e F;ee`t. 6' 32 InspecG1°,gn Fee Plan 'C 'ieGk Fee :) ja TUN._ FEES 'i: •) i:,,rv..a +; -; eta } King Count.,'`kraluat.,1on:. r .,'�', {�4Va,1ue- of, fConstruct.jon..,.•' x200,000.00 k k * *•k•k *k* * *k• • • k**,? kk` ykkk ***k'k; *k'i4k*•k;�k *k:k'kk• k•; kk,* k• k**• k; kkk*• k• k• kk •k *k *•kkk•kk { *'k * *k*•k* I hereby a�t dept this perm?t ;anc ,agree to abide a1••1..,appl icab1e .sections iof the City of Tukwti 1 ac Mui ,i c•i:pa l Code. We agr�`e'e1�tha't the=..Clty of TakW. 1 a' srt�'a�,l 1 be held harmless. for`•'T:a-11 or any claims aris.irt`gYas,.,.a result of `thi:s `pr•ojecrt, Permits which \have?; 1`ps,ed beyond the exp i.r;a•t.i'unl tide F hai l require a,: re- applicati�an,dz;reiss'uance of the •perrnit through. the City+ "at:- .;an:;a"d'ditional fee. / �;, THE APPLICANT�\MU;ST NO�r4fy THE CITY INSPECTOR OF COMMENC,EJMENT AND�G.COMPLETION OF WORK AT LEAST1 24 HOURS IN ADVANCE. 1'O SCHEDULE AN I� SFECTT.ON''CALL 433-0179. 'k. 5`; ,, _ r, ::> c� Acct-,No.: 3 ,0110 /3'4,;2x. 400 Acct No:- 0Ob/3 ,1830 _.,. k� {r. Signature: * * * **k*•k *•k *• APPROVED Date . -I' k ** *'k• *• kAkk:;k;•* k• k*• k• k• k• kk*• kk• k;• k• kk• k**• k*• k*k****•` k• k•k•k•k•k•k•k•k•k•k *'k•k•k *** ** R ISSLANCE BY. Issued By: uita Gulp- ~' 7 •_ :� G,f,..�:�., Authorized Permit Center Signature ***' k**************• k• k*******• k• k• k• k• k*** k' k' k• k• k• k*•k'k**•k•k•k•k**•k*•k *•k **•k* k*•k** *•k *•kk* **•k•k *•k I hereby certify that the permit'holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF. TUKWILA Address: 17855 SOUTHCENTER PY Tenant: PACIFIC LINEN Type: PW -CCAS Parcel #: 352304 -9107 Permit No: PW93 -0038 Status: ISSUED Applied: 02/12/1993 Issued: 04/13/1993 ** k * * *•k* * *•k *'k *•k•k*** ***.**** k***•k * *** k•* k*** **•k•* *•k•k* k** k ** A*•k*•k•k * ** *-k kk* ***•k** Permit Conditions: 1. WHENEVER LANE CLOSURES i1RE '"NECE�Ss`kR� A�: TRAFFIC CONTROL PLAN AND TIME SCHEDULE SMAL. E !UBM7'T'TCD FhR 'RS'OQq- .,,APPROVAL . T � it�t K? dp •7 0 a 4% (41: o \A/II65 'ter • 1 •S«+.t9 Ofrt r 1 FIRE LOOP /HYDRANT Permit No: PW93 -0039 Status: ISSUED Project: PACIFIC LINEN Site Address: 17855 SOUTHCENTER PY Location: Parcel #: 352304-9107 Wetlands: Sewer: TUKWILA Contractor License No.: TENANT PACIFIC LINEN 17855 SOUTHCENTER FY, OWNER JEFFREY JEFFREY A. MORRIS,,, R' UP;= rNC 3000 SAND HILLw'RO,AD; MENLO PARK, <: CALIFORN'I ARCHITECT MCGRANAHAN PARTNERSHIP'S Issued: 04/13/1993 Approval Letter: 03/05/1993 Expires: 10/10/1993 Watercourse: Slopes: Y Water: TUKWILA 950 FAWCE,%,T' ;�AV 5,. 1SLi"IT ,,?OOTA'C`O''MA 984 CONTACT BOLTON BLAkE „• hone: (415)854 -1123 :42 15 P'hvne� • , (206)383-3084 *• kk***• k*• k* k• k*' kk• k• k*• k*• k'*: k**• kk' k* k* kk' k• k• k• k •kkk•k•k *'kkk.k•kk'k*�•k•kMk *k• k• k•k*''*•k•k* * *•k•k•k *'k** Additional Perni`if De`s'criprio_n: INSTALL DOUBLE DETE�CToR' CHEcKii,V,A).V E AS,,EMBLY l � 32'332 '• .,'4 ' \, 'Additi.ona1 { ., u � r e'• -F`e a C:sa� Existing Squa ,,,e Feet: New Squaw ^e Feet: Inspect fee: F'eefi P 1 an Crri `Gk F'ee..s r(rri` r TOTAL FEES: 15.•7;'ftr ''ir/ ,I.,“.:, ,00 Acct `�Na'..� 401/34.2. 400 10, 00''� '� j5 ••. Acct `No::' 000/3`4` 830 25.00t .4.1,\, ,.1 # 1 • King County�Valuati#on:' �` V` " } °� �• �.•,;, ',,, j' ° '1,, N 'Value— 2`.0,000.00 *** ***'k** ** *'k•,�i* *fit' *F;k*'k4e* **W.4+ 446 *.kf. t; 4,* •k * **kk,tk*** *****k•k*****' k* !c� *** ***** I ' hereby accept th;:i s permi n.o,'a.gree' i{o a..b.j cle.> :a.1J.- app 1 i cab re ect i on'sj :of the C•it,y of Tu ''w�i,1a• Mur'2,icjpal Code.' We agr'e'ee that t,'ie:...C�i;ty of Tuk'w)la' s.h411 be• . held harm.] e::ss f'or�a'l1 or any claims ariwi c'' r."pr ng• a ,,;a re�u1''t of 'tliia,.; r�o eG;t Permits whi ll\ \�have `l,,apsed beyond the exprir,ar.i'gnt date; ~.4 :ha11,requ:i`re _a <'° • re -app 1 i cat i of\ ah,d:jl rae i ssuance of the per7nri b' through the C`i ty "ati,;.an re6 i t i ona l fee. lc 14 `';, hi :, / % '`,';tip _ f 1. ^',: gy ` f. ‘ `„ a . 1 THE APPLICANT <U1 ,T NOTTI ,)( THE CITY INSPECTOR OF CONIMENC,. ME,NT ANG ,COMPLETION OF WORK AT LEA. t 24 HQ:UR'S IN ADVANCE. TO SCHEDULE AN I`i`ISPECT,I;0N'''CALL 433 -0179. ,.t ..• - ,,t,. Signature: *'k * *•k'k** ** k* APPROVED F P r -, ,*: ,,Date: k** * -44 k** k* kk** 4' k 'J�.1rk*k**'*Ak****k *k *,i<:r•k •k*k'k ** ***k *k*kk*k•kk* NCE Issued By: . _ . . a e: '15 . q. Authorized Permit Center Signature **• k• k****' k***' k***•* 3•***• k *•k * **•k* *'k* * *•k•k*'k *•k ** * ** k'k•k•k k**• k• k ** * *•k*•k *•k*•k *'k*** *•k•k * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date STORM DRAINAGE Permit No: PW93-0040 Issued: 04/13/1993 Status: ISSUED Approval Letter: 03/05/1993 Project: PACIFIC LINEN Expires: 10/10/1993 Site Address: 17855 SOUTHCENTER PY Location: Parcel #: 352304-9107 Watercourse: Wetlands: Slopes: Y Sewer: TUKWILA Water: TUKWILA Contractor License No.: TENANT PACIFIC LINEN .....— 17855 SOUTHCENTER PY -TUKWICA''-98186-, OWNER JEFFREY A. MORRUGRO.OPTNC-: '---;',=-'-v,-,41,gflone: (415)854-1123 3000 SAND HILL/ROAD'r-MENLC2, PARK, ,CALIF0-RN^IAO!,1205 ARCHITECT MCGRANAHAN RAONE'RSHIR ,;'`,' •, Ph'tin'e (206)383-3084 950 FAWCET;Te0fi 5, TACOMA 984.02_ '' -,,6.7 , ,, • • CONTACT BOLTON MAO Phone:',.(2A6)383-3084 . , . ,. ,:, ' ' '',' -1■ , '• er,Y , ,' rf Additional Permit Description: INSTALLATION OF OIL/WATER SEPARATOR CATCH BASIN Existing Square Feet: ■ it: 32332 i -0/- 1 .. Additional Square '.Feet , New SoVare Reet: ,,,- , \, • ., . ‘ f ■ Plan Cfi*ok Fee,:'' ' Inspect9,On Fee ''' '"1 0 . 0 0 1/11 \ --.4549,., Acct No 412/.342, 400 Acct No::A00/3W5',830 , T TAL FEES- ''''' .25 00 4 1: ---- q , ,4 v4 , •.% , ., ,, "-.- - -1--- I -1 King Count)rValuat:tonv .4.,,' J ,-\ Value 01 200000 00 k**kk'k4004(A114*;04.44kAlt*A*'0(kk****k***A***4!***41******** iA . ' ''''','' 0 ) ir / i . ,—, ,,, .. ..,, .0 ■ - .„..., „0. I hereby accept this Termit,;a5lOgree'to, 04*-;'.4,1-„applicabre edt,Oonsof the City of Tuic*1 Ilm'Aicloal Cod.e. We agr'e.efthat Oe'Laty of TukWila, slivl be held harmless for all or any claims aris(ia result ofi'tht.i:irojelp,t. Per 4,,, whicill\haveap1ed beyond the e0,,ika,tTofiterih fi all,reliAre CV -" re-applicatr` an„djrleissuance of the perititl-iVoubh,tf'.,..V fe city'at,,aniadditional fee. v , / fi 1 , \ 1/2 r 1=1: ilk 01 e.wri THE APPLICANTIOWST NOTIFY THECITY INSPECTOR OF COMMENCEMENT ANP:•0MPLETION \ .1 OF WORK AT LEAST,24 HOURS IN ADVANCE. TO SCHEDULE AN f4SP'ECTIONCALL . ‘ 433-0179. ''' .:: , N , , 4 **kA******** Ick;j2k*****k***X.A,4**wii4;********.!cfeaLkk******A***** Signature: ..e.-1‘4"."-, #% CD t "`'`•:-P N. -:, APPROVED F CE BY.:JAP-, . , Issued By s.at, 4.00_,-2,,,,Z.,,---;Dt e 15- 93 ^ 11“ . ..,• ' ',Qwfs Alt...S".- ._ Authorized Permit Center Signature *********k*****A****************kk*k***k*******************k****************** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature . Date See Access Detail D -6. r See Step Detoil D -6. Restrictor Plate _,,00 (aluminum •late yetaed to unit with op • • solely sized Mactl i e t orifice) Materials; lift Gatc -1/4' III-6061—T6 Alum., w /closed cell• neoprene per ASTM 1056 -67 chemical resistant '(oil & grease), ozone resistant, —67 to +250' F .service temp. Restrictor Unit -- C.M.P.— H.3004 Alclod Alum. All Portl —to be Aluminum unless staled otherwise. City of Tukwila TYPICAL FLO ES-TRICTOR IaLA N Not to acele . June, 1 , 1992 ..s . DUMMY JOINTS EXISTING DRIVEWAY 7Z46- lfli°At'r44/7 7794,v4 's rZ) rs4 .4/F'Y 7t 77,0/..r s+r coils 411077/ .rverfEr. EXPANSION JOINT EXPANSION JOINT ELIMINATED IF GUTTER 8. APRON ARE POURED MONOLITHIC 2' -O" 6' -0" MIN. PLANTING STRIP TOP OF CURB AT DRIVEWAYS EXPANSION JOINT 2010 4..�'t'• t•• lifmm SECTION A - A EXIS1ING DRIVEWAY st 1 4 • 6" NOTES: . 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMCNT. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE. MUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3 /8" MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA /WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. PUBLIC WORKS COMMERCIAL DRIVEWAY kirk *irk * *k �"�k kkat�sk* k* �I�4k�rakkk�tdt�kdrl r4k, 4 �1r, 4lrrFk7t�ik�t�4�4 *yF�Irkyk/ekdrhikahk,ti4ie74�k T � F` AUK 1, WA. TRANSMIT **k *A ****** k**** k***** k * *k* *k***k* * *k**kk ************* "MIT r: 93000196 Amount: 1,637.18 02/12/93 11:23 ;:;: dt 0 't 0: 89 Q Type: B- BUILD BUILDING PERMIT P OC4 107 Site. Address: "17855 SOUTHCkN.TER' PY Payment Method: CHECK Mutation: PACIFIC LINEN Init: SAO. ***** ** * ** * * ** * *** *k *k **• ** irk ***** *k** ** *A*k**** **irk *irk *•irk ** ** * ** Account Code Description Paid 000/333.100 BUILDING - NONRES 989.50 000/345.830 PLAN-CHECK - _NONRES 643.18 000/386'.904 STATE BUILDING SURCHARGE 4.50 Total (1hit Payment): 1,637.18 Total fees: 1,637.18 Total All Payments: 1,637.18 Balance: .00 ***k**** ************************ ***** * ******k***4*******k****** :CITY OF TUKWILA, WA TRANSMIT **** k****** k**** k*********** k* k** kk ***k * *k *** ** **** **** * **k ***•*k TRANSMIT .Number. 93000456 Amount: 25.00 04/13/93 14::22 hermit No: PW93-0038 Type: PW-CCAS CURL3 CUT /ACCESS /SIDE. PEtrcel No:-352304-9107 Site Addre5.* ::17855 SOUTHCENTER PY Payment Method :,.CHECK Notation: RUSHFORTH CONST Init: SLR k****** kk************* k*******'** kk ** ** * * * * ** * *k ** * *k * ******* *kkk* Account Code 000/3.45 »830 000/342.400 Description . PLAN CHECK "- UTILITY ] :NSP FEE - UTILITY Total (This Payment): Total Fees: Total All Payments: Balance: 25.00 25.00 .00 0 P1g � 93 1500 25.00 GENERA GENERA GENERA GENERA GENERA GENERA TOTAL CHECK; 10.00 15.00 10.00 15.00 10.00 15.00 75.00 75;00 CHANGE 0.00 9722A000 14:59 k** **kk **k***k****k *** ***kkd ***k****kk***** * *,4****kh****kk ***** CITY OF 1'UKW1LA, WA TRANSMIT * ik******** k*********************** ** * **k * *** * * *** * * * *•k *k *k *k ***k TRANSMIT Number: 93000457 Amount: 25.00 04f13/93 14.23 Permit No: PW93.0039: Type: PW -FLH FIRE LOOP /HYDRANT Parcel No: 352304 -9107 Site Address: 17855 SOUTHCENTER PY Payment Method:: CHECK Natation: RUSHFORTH CONST Init: SLU *******: k********** k**'********** k*** * *k* * **k *k * * * * * *k *:kk ** ** * **kk Account Cade. 000/345.830 401/342.400 Description PLAN CHECK UTILITY INSP FEE FL.H /LI /WM Total (This Pay+nent)» Total Ireesa 25.00. Total All Payments: 25.0() Balance: .00 Paid 10.00 15.00 25.00 (-1\‘'\ 7 4`e 611 i **** k***** k******** k************* ** ** ** ** * *****k*** **kk********* CITY OF TUKWILA, WA TRANSMIT ** k******************** k********* k• h *k * *k * **k ** * ** ** *k* * * *Jrk ***kk TRANSMIT Number: 9300045E3 Amount: 25.00 04/13/93 14 :23 Permit No: PW93 -0040 Type: PW -SD STORM DRAINAGE Parcel Na: 352304 -9107 Site •Address: .17055 SOUTHCENTER PY Payment Method: CHECK Notation: RUSHFORTH CONST Init: SL(3 k**kk* kk**** k* k** k*********** k**** k * * * **** ***** *k** *kk**** **** ** Account Code 000/345.,030 412/342 400 Description PLAN .CHECK' •- UTILITY •INSP FEE •- STORM DRAIN Total (This Payment.) : Total Fees: Total All Payments: Balance: 25.00 25.00 .00 Paid 10.00 15.00 25.00 ftri r CITY OF TUKWILA Address: 17855 SOUTHCENTER PY Permit No: B93 -0049 Tenant: PACIFIC LINEN Status: ISSUED Type: B -BUILD Applied: 02/12/1993 Parcel #: 352304 -9107 Issued: 03/24/1993 ***• k* kk******• k** *** **•k** *********** *fc•k *** *k** *k•* ******fr•k. k*•k•k*k•k•k*•kk***•k•k* Permit Conditions: 1. No changes will be made th °e::..p.„l ans - >'un l;ess... approved by the Architect and the Tukwila= •Building Divisio . 2. Plumbing permit shall 'be obtta,ined through the 5ea.ttle -King County DepartmentT :of Pub l.;ic° Heaa th; :;;Plumbing will ::}be inspected byRt0a`t agency,: inc'l udi ng a;l.l gas,fp i p i ng` 3. E l ectri ca,.1 permit shall. be ;:obtai vied` "through the ;.Wash i ngt`an State Division` of. Labor;•and Industries and-all electrical work will <r be :Inspected by that •a'gency (248 -6657) . 4. All me;c:ha`nical Work 'hall be` under /separate permit through the City f of Tukwila. 5. All p'e'rrnit's,; inspection records, and approved plans shall be main,ta,ined, =.a`vailable at`the job site prior to the start of any .construct i on . These documents are to be maintained ava,i'l,able� until final Inspection approval Is granted. 6. Any.'new ceiling grid andfltght fixture installation is required to, meet':.l_ateral %".bra.c;inq requirernents for Seismic= Zanet �3 i ;°' 7. Par,tl ion walls attached to `cei l int grid must be laterally bra'c'ed If,;over eig b t (8)' fa'. ee't n .. alength. , "e Am8. An xposedinsulationseking teriaI :s:hall have a Flame, Spread Rating of 25 or less, and °mate�iai.shall bear, ` ident "` fica\ti'onkshq,Wing the fire performance °}rating ther eof� 9. When °�'s ec ai' 'gins ection is requir t.. ,.�? .� , , P �:ed either fhe°':,ownar, archit(,off^ -engineer shall notify the Tukwi.la4aBuilding" Divis1•on}of appointment of the inspection agencies prior t the firat;• bui lding 'inspection. . Capies'i..of •.a':1.,I special" inspection.. reports,,, sha..l,zl be submitted to'the,,,Bui 1dtn;g Division'•ln•.a tine.ly manner. Reports shal.l�`contaln iaddress, project nature;;;• pe`rm'it number' and; ;type. ;of'' fnspection-bei performed, 10. The special inspector shall As'ubm;it' a r`.final signed .,report stating whether•-:thwork requ ir.ing special inspection was, to the best of the inspectors 'knowledge, in. conformance with approved plans and s `ecif i'Gati ons.and the U a .pp. l lcab l e work - manship provisions of the-UBC, 11. All structural concrete shall be special inspected (Sec. 306 (a) 1, UBC). 12. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 13. Structural observation shall be provided for this project. Architect or engineer responsible for the structural design shall submit a written statement to the Building Official in accordance with UBC (Sec. 307). 14. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other n dinence of the iuricdir.tinn_ Nn nap +mit nroc.iminn f•n rrivo authority or violate or cancel the provisions of this code shall be valid. 16. There shall be nocupancy of the building( until the final inspection has been completed by the Tu wila Building -.Inspector. 17. All structural masonry shall be special inspected per UBC Sec.. 306 '(a) 7. • 18. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0049 (510) John W. Rants, Mayor March 5, 1993 Re: Pacific Linen - 17855 Southcenter Parkway Dear Sir: 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. 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 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 wide. (NFPA 13- 4- 4.1.7.6.2) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 4. Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (UBC 3305(g)) 5. 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 10.301(a)) 6. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) 7. 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 10.301(a)) 8.. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas (UFC 13.101): y City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor 9. I n daub le row racks with heights of storage up to :and including"25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained., (NFPA 2310 4 -3.1) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 4 !J' .•u i. .a.. J •iv•J J.J ..f ALAJIr.'u\r11IAA rAA1 . erWit''ll• LIALA 41002/01.17 M C K A N A H A N P A R T N E R S H I P June 8, 1993 Mr. David Cree Director of Real Estate Pacific LInen 22105 23rd Drive S.E. Bothell, Washington 98021 Re: New Pacific Linen, Tukwila ARCHITECTURE PLANNING AND M'NAGVM/NT Dear David: Pursuant to the field and test inspection reports and the corresponding Final Inspection Report from the independent testing laboratory (attached), all structural work on the above referenced project has been installed to conform with approved plans and specifications to the best of my knowledge, I have also attached a copy of the welders certification. Please call with any additional questions or comments regarding this matter. Sincerely, • McGranahan Partnership Blake P. Bolton, AIA Principal Distribution: Mr. Jim Newman, Rushforth Construction TAEAPVAIARW 06/08/93 13:4i FAX 21113 363 31197 May 2.4 .1$9$ b1CGRANAHAN PAHl'. J & H Welding 3021 So. 88th. St. Tacoma, Wash. 98409 206 472 -1462 off 206 475 -5784 fax ' Pacific Linen - Southcenter Store Renovation Tukwila, Wash. Re: Structural Steel Columns PACIFIC LINEN All welding by J & H Welding is done by WASO cert. welders. This particular project welding wai' completed by . James S. Humphrey, who is on file with the Washington Association of Building Officials in Olympia, Wash. Welding processes included both . S1'1AW and 1'CAW using the manual method and unlimited thickness, position all. Current card expires: Aar 1,1994 / HUM 44 6461 Y Please contact our office with any questions. Thank ou H Welding [0(.107/007 CONSTRUCTION MATERIALS TESTING! LABORATORIES, INC. (CMTI., INC.) - 4417 Pacific Highway East Fife, Washington 98424 (206) 9220798 June 7th, 1993 ATTN: Jim Newman RUSHFORTM CONSTRUCTION 1308 Alexander Avenue East Suite "A" Tacoma, WA 98424 REF: PACIFIC LINEN REMODEL - Final Inspection Report Dear Mr. Newman: Please acknowledge this letter as our final inspection report for report for the above project. Our firm provided special inspection and testing for reinforced concrete, reinforced masonry and reinforcing steel inspection. The specific work for which we provided special inspection for was, to the best of our knowledge, in accordance with the City of Tukwila approved drawings. If you have any questions regarding this report, or if we may be of further service, please call. Sincerel Yours, Dennis M. Smith Assistant General Manager DMS /f d RE.-*CERIP7D JUN 0 81093 G�� ",.9;! !! p^ 711'•7 ^ \� Cnnctrnehinn 1n4n.rtinf • I.mhnratnry Analysis • . non•destructive Testlna ' Pavement Consultlna SeryIC @s zo0%"z0O J .,�„?t. 1j9a ,51,219,44g,131_,_,„ 68O3 zz6 90Z XV3 9.1 :CT C6 /80/90 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM .01■111. Control No j;& -r..2675/ Permit No. , Project Name /-4(77/1L C. / /V&A/ Address / 19 C e-y. .27/Yrig- /iC7 e— Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice KApproved with correction notice issued Sprinklers: V)/ Fire Alarm: Hood & Duct: A/1 Halon: ,r44-4 Monitor: Pre-Fire: Permits: ,7-0 67-- AuthorizedASignature D te FINALAPP.FRM T.F.D. Form F.P. 85 '17 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 -3670.-,:t.: Project: ei _Loa Pe° s:—.17-6 Address: i-M5-5. p-18-1-kozii-bc pr Date Called: co ....41" Spe.1 Instructions; 1 Date Wanted: ( 0 I 1 q - - - • - ,..)am .M. Requester: .,----- Phone No.: — 0 S7 (--, ig...Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100( Tukwila, WA 98188 (206) 431 - 3670.`. roe : ��y - n ' • 1 `"pt. ype o nspect l .) Address: ,7 , 55 5c, Date Called: _( -q -. q Special Instructions: 19Cr 14 4`C/v t;,, ( Date Wanted: G It-1 ta_4 w / N s?79 -L1_eP et)Q -. -ME.' ,..5-6 tdalf w (Requester: f Phone No.: 2. ,_ 6z . ❑ Approved per applicable codes. EX Corrections required prior to approval. COMMENTS: S;,- ,_.,wed 7b-73-r- / & (.--r-Z ?WO (7 1 L tA rt -v-"S 41'- Ta4E -tf 1-1414106; L.o c+ o NS : t 0 v151- This cell -14 Mt4 P .S7-i� n) srisi .5-e xiii - - 'r` c_) - nos7L- of MT' s'TI'k , / hi'f) / "T7A. P24 hi IL. P14(77/46; 'W.(' G It-1 ta_4 w / N s?79 -L1_eP et)Q -. -ME.' ,..5-6 tdalf w us ► %T. '--' "-'" ' � u - - wfr S cc c_... 7 �Q d c FI . _ /41;(-- (mil ' (- . 1•)4-•.• C R. -4tXte / 7-45 M . C4114 PLVTE FX cam; r-if rt-- P1i PnN/91- .. , bate: 10- 93 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Dade: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • rol :.: ��� + ype o ns.:. �1 i� .r►■ � .....rr.�n'iII ress: sc-c- . • :. Special nstructions: C Q (5y (A.l v■C`• 1k 1 t,(40/1,5 le-) t Date anted. I -9'› am. p.m. Requester Ptrone .:61 S - ?4)-1 Approved per applicable codes. ❑ Corrections required prior to approval. nspector # /AVM l � d ,. L1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ©R X1O PERMIT (206) 431 -3670 Project: Type of Inspection: • Ir■ress: sae - :.: Special Instructions: 3 �.,, e e Wanted: am p.m. Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. .5'/a (6) 1. toe (J 3 G Date: /1 nspector: ❑ $30.00 REINSPEC ION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [FecegNo,: Date: i INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM-INC,. (206) 431 -3670 _3� r`�• � � 1 1 i 64"'1 YIe o ns n :, , � Address. �� J .l..ri - . • J or _ . .I..., _ t." _ n Date Called: A_ -_ a% J V .Y . _. -. , Special Instru 5 ,/. , - , 4 LI ..... - .. Date Wanted: C� l3 p.m. Requester: Phone No.: O Approved per applicable codes. 34 Corrections required prior to approval. COMMENTS: ' d — 4. ay, i INSPECTION RECORD 0 Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431 -3670 Project: /%, G e/ A / G� l i) P� Type of pec tiT / j f i �// i�C Addre • ... Date Called: Special Instructions: Date Wanted: Requester: �,ie Phor►e _ _ " a Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. r— L14111 _ ""C-XiSAt -A7r1 Dki 53(c, k1 7 t 0 (c kL-So nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: LA C (Tl �/ r TT T h Ype o nsped Add : 171555. bate Called; Special Instructions; Date Wanted: (o -- / _.9.3 el. .m. Requester: `77.-) Phone No.: 57s z...14 1 O. Approved per applicable codes. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: I Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: " ❑ Corrections required prior to approval %.1YL At71 i S-1.4)-.1 D 4'r 1 4- 1(0- R3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: lade: ro ' M IPA G al C. c... (0 E./..) Ype o ns.: - ,n;� / / ,ciVt ' Adls s /4- a)/4 hate Wed: -// .q - Special nstructions: e Date Wanted: Z - rr3 (;)p.m. Requester: ,n +. Phone Plc.: „ —,9-1P9 Approved per applicable codes. COMMENTS: " ❑ Corrections required prior to approval %.1YL At71 i S-1.4)-.1 D 4'r 1 4- 1(0- R3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: lade: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • ire (206) 431 -3670 • ro : �'a T ���I�n ype o nspect 'n' WIWI c•+ F- 8p • • nstructlons: Date Wanted: f f .... /a l = m. p.m. Requester. Jro u 'm ■ Phone .: c71 .... i Approved per applicable codes. ❑ Corrections required prior to approval. MMENTS: Inspector: l..- Lam„_. Date: —�j q..L ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. e: II■ISPtECTICN RECORD Retain a copy with permit INSPECTION NO. CITY OF'TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C3— oD PER NO� . (206) 431 -3670 Project: -t' c !'lt 6, L l t.) &A! �YPe of Inspection , .,9 A d l�sl�, , p_ Date Called: Special instruct ons: Date Wanted: l Requester: �p'�1/1 Phone No.: y V L/c 9 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ce he, /444._ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 • . ' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 r0 eV, A, c. ..if e.: t iu - ( --• 1 F —Type of Inspection: . Na. t 1 1 0 e Addrevi p r Date Called: ....1 2-: . , r ct ons: Nate "anted: e go, Requester, A 1 • KApproved per applicable codes. 5-"-A--ed 4fIel/s /1,. /1ez,w-7. COMMENTS: e• 477-z7a4c.. 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V. (206) 431 -3670 'ro: ype o ns • 0-44` SOU t' r 100, a F- r=u r a-1;7 WA-c c_S. ¢_ a Instruct ons: 'ate "ant :.: /1 c4, 3 .. '" , "" Requester: --r--° 071/1 Phone No.: e3-75 a,i./S,Iq r re, r.0 Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: 0-44` SOU t' r 100, a F- r=u r a-1;7 WA-c c_S. C v6 F-a,B-M-u %.-)C -1 tree ac t vc s) A) G. 1,14 ) r (�= piL-,(N w• 7 • S "Iv 11--- A rr D 0 IQ r re, r.0 6 . S r--rw +r•. k.r TO L- A-- It-,c J -tLS aviLI. Cj_ vs./1/'S n-`1-1 1r-1 C; A P •A tZ. WO a N.) G/Zr .12 t-- ,,- -7 -tom . s . nspector: 4ONEEMZEINIMilltiEr 2$9 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fed must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Uate: INSPECTION. RECORD Retain a copy With permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 /(3 3 co 47 PERMIT No. (206) 431-3670 • ro : .; rite /...>7 e..-4-7 ype o nspection: Address: /7 5 5 ,...5....6.A.o_.,,_. Date Called: v._ z7....., Special Instructions: 7 Date Wanted: ,.3 p.m. Requester: Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 6'e-..4b1 -- /410 /79.S. crt, .C/opi-- r, a lie, 54. 1 / L fi ' . a- c/te 10 .,7 a 4- /101.„4.11.-, AP•/,‘ 10-leGs..0,14,02.0eA IInspector: 4,1 Dale:41— 7-? .1 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tr ■. Date:. 0. o INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 liijagIMIMIIIIIIII reg6- .14,111ce/ti4v ype o ns '11/1197/111111111111* I Sp: . al Instructions: ate anted: a ill Requester: 2-5-1Y) Phone No.: 5 76 - 0 ,tcic) Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: ,z565kAg Date: 22. 93 El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IRecept No.: Date: 1 t9. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER (206) 431 -3670 Project: ip n A („ J r vi p ,p, `�.- vl t C.-�s C1 V Type of Inspection: 41 r V Address: nI 114 pate Called: Special Instructions: Date Wanted: w 0 „ ,ii 411, p.m. Requester: ----'epv Phone No.: ,,..? 5' Z4_c? Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. `-1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recept No.: Dale: .1NSPEC,TION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 139'3 — 001/1-9 PERMIT NO (206) 431-3670 • reject: .far,cA L:r) , • Type OtbritrZLL,eid Lax.) De Cled: atal e. i ..... Or Er , A .. re , • ■ ie ..tiP 114 Z 41"IF: nstructions: Date Wanted[ /3_ ,-.3 op . . Requester: —Frill gLApprovetd per applicable codes. 0 Corrections required prior to approval. COMMENTS: .)ZO 3•-• rt, 1-1.7 a_x/%745 6 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reoept No.: N PE •` 0. INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: �} � �� ��� . . ' ,� - ype o nspection: � � Address 6 Date Called: Special Instrtictionfs Zate Wanted: 7.-- Requester: / Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /2 e.- -c,., c c.-e�/I' / +L, G% ..r��r c y� . . ' ,� - Lrs-i 4, j u v- P p !-, l -e.s. --11 G�iL_ 6 /) 22; f_. 4- A 'erk-, G.), taq."-- C' 0,* 4 `i _ _ rid. / - /.. 2.) / I - - k - cii. ' 1.e...4_,Y7-4. n d /7 -- U SQ 2 /�/ � p/,4- 4 /e? , )... 5/-re, !•-- t <---. aF� L... /214 od 9d /L hS -s --, l/.%-1 .1,t,,, N : ('' OA /1 of /a -- (,/ nspector: AI ipmtwausrlierismil ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: M c G R A N A H A N PART N E R S H I P April 19, 1993 Mr. Duane Griffin Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Re: Pacific Linen Tenant Improvement City of Tukwila Permit #B93 -0049 Dear Mr. Griffin: Please find attached two copies of revised floor plan sheet A2 -1; existing field conditions have caused us to maintain the portion of wall along grid K between grids 7 and 9. Accordingly, we have added Training/Conference Room 101F and Office 101G and also slightly increased Sales Area 102 to offset the area lost. The acoustical ceiling system for Sales Areas 101A, 101B, 101C and 101D has also been deleted. We have attached a revised lighting energy budget calculation showing this change. Please be aware that a revised Fire Sprinkler submittal will also be prepared that addresses this. I submit the above items for your information. Please call with any questions or comments that may arise. Thank you for your assistance APR : 9 1993 PERMIT CENTER ARCHITECTURE PLANNING AND MANAGEMENT Sincerely, McGranahan Partnership We)P-FigtkiA1 Blake P. Bolton, AIA Principal Distribution: David Cree, Pacific Linen w/ one set Jim Newman, Rushforth Construction w/ six sets Larry Kirby, Collins Electric w/ one set 9233.00.3/A1.3Pod MCGRANAIIAN PARTNERSHIP, PS 900 FAWCETT SUITE 300 TACOMA, WASHINGTON 98402 FACSIMILE 206,383.3097 TELEPHONE 206.383.3084 Underwriters Laboratories Inc. Classification 11.441S vottOnitRC. ®aborafode* CLASSIFIED SHEATHIN AL G CHARACTERISTICS 100 for untreated Red Oak) Flame Smoke Spread Developed POLYPROPYLENEISCRIMIKRAFT (Krell Side Exposed) (Polypropylene Side Exposed) 10 5 30 25 MATERIALS EMPLOYED Film Scrim Adhesive Paper PHYSICAL PROPERTIES Basis Weight Permeance (MVTR) (ASTM E -96) Dry Cup, Proc. A. Mullen Bursting Strength (ASTM D -774) Puncture Resistance—Beach (ASTM D -781) Tensile Strength (ASTM D -828) Light Reflectance (ASTM C- 523:[500 nm]) ENVIRONMENTAL TESTING Corrosion Resistance Cold Weather Flexibility Temperature Resistance Water Resistance Mold And Mildew Resistance (ASTM D -2020) Limotite A REXHAM Company 2909 E. 79th St., Cleveland, Ohio 44104 • Phone: 216/883-8484 Telex: 98-0691 • Fax: 218/883.4251 PRODUCT DATA SHEET APR t 9 1993 LAMOTITE T.M. 2820.WMP pLl!"-rc rj: WHITE METALLIZED POLYPROPYLENE/ SCRIM /KRAFT U.S. Conversion .0015" U.V. Stabilized White Metallized Polypropylene Tri- Directional Fiberglass Scrim Reinforcement 4 /inch x 4 /inch Flame Resistant 15.0 Lbs./ Ream t 10 %, Kraft 21.0 Lbs. /MSFt10% 0.02 Perms Maximum 65 P.S.I. Minimum 100 Units Minimum M.D. 40 Lbs. /In. Width Avg. C.D. 25 Lbs. /In. Width Avg. 90% No Corrosion At 120°F, 95% Relative Humidity For 30 Days Good The laminate withstands 24 hours @ 150°F without delamination. Withstands 24 hour immersion without delamination. No Growth Or Organisms Metric Conversion 38 Microns Tri - Directional Fiberglass Scrim Reinforcement 1.6 /cm x 1.6 /cm Flame Resistant 24 gr /m2t10 %, Kraft 103 gr /m2t10% 0.013 Perms Maximum 4.5 kg /cm2 Minimum 25 cm kg Minimum 7.0 kg /cm Width Avg. 4.4 kg /cm Width Avg. 90% No Corrosion At 49°C 95% Relative Humidity For 30 Days Good The laminate withstands 24 hours @ 66 °C without delamination. Withstands 24 hour immersion without delamination. No Growth or (1940vAtaev 1 093 PRR Notes: 1. Since application of the materials and conditions of use are impor- tant factors In obtaining satisfactory results and are beyond our control, Lamotite can make no warranties, expressed or Implied, including war- ranties of merchantability and fitness for a particular purpose, with re- spect to the material or Its use or performance. ©LAMOTITE 2. The statements regarding the characterise IV! prtl anti perfor- mance of the materials described hereto" • _ • boh data believed reliable, but no guarantee of their accuracy s made and such state- ments should not be construed as warranties or as the basis therefore. L1188-2820 • ( • POLYPROPYLEIIEISORIMIKRAPT U.L. suaFacE BuOR � GUMP CHARACTERISTICS Flame Smoke While Metallized Polypropylene • Saint Kraft Spread Developed (Kraft Side Exposed) t0 Polypropylene MO Exposed 25 SEE U. L. CLASSIFICATION MARK ON PRODUCT 25 Larnotite Division of fl Jthle111 Corporation 2908 E. 79th St., Cleveland, Ohio 44104 216/883.8484 04/16/93 15:17 FAX 208 284 1128 COLLINS ELECTRIC -+44 McGRANAHAN PART. 2b002/002 • r FA ITIG LINEN TUKIAIIL A, l 4A L. I BHT I NS ENERC `r BUDC ET Interior Budget Retail 24,135* x 2.0 1.4/111 = Exterior Budget 660L x "7.5 w/L e;,i C Yurc�, APR 3;9 1993 PFRMT CENTER 48,266 4,4150 Total Budget 55,216 INSTALLED L I SHT I NG A. 814-lamp Fluorescent 5. 4' 2 -lamp Fluorescent G. 4' 2 -lamp Octron Fluor 2x4 5-lamp Octron Fluor E Track Head F. 8' 2-lamp Fluorescent 0. PL Downlight (Interior) H. M. Downlight (Exterior) 144 -74 66 alb 010 115 26 26 180 20 115 42 18 I5 6 26 Total Installed Lighting 25,4120 480 1,590 4,116 7,020 1,'725 156 6'16 DVPc \ \I° \s0' 02/26/93 14:47 FAX 206 284 1126 COLLINS ELECTRIC -►-+ -+ McGRANAHAN PART. 0002/002 PACIFIC LINEN LlCHTINC ENERGY BUDGET' CALCULATIONS LIGHTING BUDGET INTERIOR BUDGET WATTS RETAIL SALES 5,0 WATTS /SQ. FT. x 114,777 STORAGE ."T WATTS /SQ. FT. X 4,506 _ LIGHTING SUDOET EXTERIOR E3L176 PERIMETER 656 L.F. X 13 WATTS = TOTAL L I C HT I NB SUP6 ET: INSTALLED LIGHTING 58,151 3,014 4,4120 66,065 QTY WATTAGE TOTAL TYNE 'A' 3 -LAMP 2X4 FLUOR TYPE 'S' 2 LAMP SHALL WASH FLUOR TYPE 'G' 2 LAMP 8' STRIP FLUOR TYPE 'D' INONDSOT DOWNLI6HT TYPE 'E' TRACK LIGHTING TYPE 'F' EXTERIOR WALLPACK TYPE 'G' EXTERIOR POLE LIGHT TYPE 'H' 2 LAMP 4' STRIP TYPE 'I' EXTERIOR SOFFIT DOWNLT 166 413 415 62 16 130 6 150 136L.F. 410 4 1415 2 300 22 62 16 150 15,480. 5,8410 2,080 4100 12,240 180 600 1,364 2,400 TOTAL INSTAL-LE LIeHTINC ; 41,6c12 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 CFP APR 1,' 9 1993 PERMIT CENTER * REVISION SU MiTTAL *w * • PROJECT NAME ,12///C ADDRESS /� %8 u CONTACT PERSON U / )UECU Y/'/, -v PHONE 70 a - /g.0/ ARCHITECT OR ENGINEER !6 CV-- 7 %4 i C 7 PLAN CHECK/PERMIT NUMBER 4, - D 0 y9 TYPE OF REVISION: GU/* l- L ,fr D �/� / G7=- /L /-4-/ 6 /,/.5.-L,C771)" . rv5 4.4-649-7-7/ 6'71 Cv J /L —,e - Cr-; �- SHEET NUMBER(S) G� "Cloud" or highlight all areas of revisions and date revisions. SUBMTI'1'ED TO: APR2�uj owlA Lkek- me�vaga. -far 0-irn n2Wm041 4laalC1,3 413- M c G R A N A H A N P A R T N E R S H I P TRANSMITTAL ect 3 -OOu, Ken, APR 21' 1993 Pei ,111 cants? Attached please find two signed copies of the revised floor plan sheet A2 -1. If you have any questions, please do not hesitate to contact me. Thank you. PACIFIC LINEN ARCHITECTURE PLANNING AND MANAGEMENT ■ Ken Nelson, City of Tukwila Regarding Revised Floor Plan Via UPS - Overnight 2 pages From Blake Bolton McGRANAHAN PARTNERSHIP PS 950 FAWCETT SUITE700 ,TACOMA,,.WASHINGTQN 96402.` FACSIMILE 706.167,2097: TELEPHONE 706.761,1094 TELEPHONE CONVERSATION DATE: 4/9/93 TIME: 4:11 PM CALL FROM: CALL TO: SUBJECT: esq5- oog James Newman, Rushforth Construction, 922 -1884 Duane Griffin, Bldg Official Flammable insulation backing material in old R &B Furniture Bldg. on Southcenter Parkway (new Pacific Linen location) Mr Newman called regarding a conversation two of his construction people had had with Bob Benidicto at the counter a little earlier today. They had brought a sample of some foil duct wrap in to see if we would accept it as a fix for covering the existing ceiling insulation that has a flammable backing. I told him Bob & I had discussed it briefly but I hadn't had time to do any research on the subject, but I didn't think it would be acceptable unless they could provide some documentation or test results showing it was approved or had been tested for that type application. I also explained that I had heard sometime in the past that this type application wasn't acceptable because if it became damaged the fire could get between it and the flammable backing material and cause a flashover type situation. He said he understood, and then asked if it would be permissible to take the old insulation out and replace it with R -11, which is in there now, and then cover that with the foil material. I said I didn't have any objection to that. He said that's what they'd probably do because they were under a tight time schedule and had to do something. I made a point of telling him that at this point it was his decision to remove the old stuff and that I wasn't specifically saying that the foil stuff they brought in would not be accepted. My point was that they hadn't provided any test data for this type application for me to be able to base a decision on., He said he understood. I called him back a few minutes later to tell him if they removed the old stuff it might not be necessary to put in any type foil material, so long as the insulation used didn't have backing material with the warning statement on it about being "flammable and should not be left exposed." A sample of the existing insulation that they brought in is attached to this memo. R -3035 FOIUSCRINUKRAFT USED AS FACING FOR DUCT WRAP INSULATION MEETS ASTM C -1136, TYPE II, IV LAMTE CORPORATION FACING COMPOSITION Foil Adhesive Reinforcing Kraft DESCRIPTION Aluminum Flame Resistant Tri- directional Fiberglass Natural VALUES .00035 in ( +/- 10 %) MD: 2 / inch XD: 3 / inch 30.0 lbs. / 3000 sf (+/- 10%) PHYSICAL PROPERTIES Basis Weight Permeance (WVTR) Bursting Strength Puncture Resistance Tensile Strength Accelerated Aging .. Low Temperature Resistance High Temperature Resistance Water Resistance (Immersion) Mold Resistance Dimensional Stability Emissivity Caliper / Thickness TEST METHOD Scale ASTM E -96 Procedure A ASTM D -774 ASTM D -781 ASTM D-828 30 Days @ 95% RH & 120 degrees F ASTM D -1790 -40 degrees F 4 hours @ 240 degrees F 24 hours @ 73 degrees F ASTM C-665 ASTM D -1204 ASTM E-408 Micrometer VALUES • 22 Ibs / msf ( +/ -10 %) .02 perm maximum 40 psi minimum 35 beach units minimum MD: 40 Ibs / inch width XD: 20 Ibs / inch width No corrosion No delamination Remains flexible No delamination Remains flexible No delamination No delamination No growth 0.25% maximum 0.03 .008 inches SURFACE BURNING CHARACTERISTICS (UL -723) /(ASTM E-84) Flame Spread Smoke Developed FOIL EXPOSED 5 0 KRAFT EXPOSED 25 10 • Lamtec Corporation Bartley-.Chester Road P.O. 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TRANSMITTAL Ken: M c G R A N A H A N P A R T N E R S H I P ARCHITECTURE PLANNING AND MANAGEMENT PACIFIC LINEN - TUKWILA I trust that you received the additional two copies of the structural Permit Application Nos. 893.0044/693.0050 calculations that were sent yesterday. Please find attached the additional set of drawings that you requested. We have also included three copies of the revised floor plan sheet A2 -1; among other revisions, we have designated men's /women's restrooms, and shown padlock /fence stair barricades. We have also included energy calculations as per your request. Please do not hesitate to contact our office with any additional questions or comments. Thank you. i Ken Nelson, City of Tukwila • David Cree, Pacific Linen (Trans Only) RLGARDING, Building Permit VIA; PAGES: EROM: COMMISSION: Federal Express (1) Transmittal Blake Bolton February ?6, 1993 9135.000.3/A4. ? /nel klEGRANAIIAN 'PAR ENE RSItigPS, 950EA5/C111 SU111'50Q, 1rtCOMA; WASIIINGTON96AQ2 CACSIMIIT 204.7 81:7097 -,.1LIIP11ONLi06,383.30Re 1 L'RINCIPAIS Raymond 1. Chalker, P.E. Daniel 1). Putnam. P.E. lames H. Collins, P.E. Donald R. Stull. P.E. David 0. Johnson. PE. CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH TAWCETr, SUITE 301 TACOMA, WA 98402 12061383.2797 FAX (20(1383.1557 STRUCTURAL CALCULATIONS ASSOCIATES Caiv 1 . 11rt knit. P1. Aar, n • %. (nnrnhrin. 1. Al) Mt hard .A1. ()vhmr ke, P.r. Iar k 1 Pmkard. PI STRUCTURAL ENGINEERS Iinr 1.. Harris. PL. tom Van Halm. Pr, @ FOR FEB 2 d 19931 MAHAN & DESALVO, INC. EXISTING BUILDING REMODEL o. PACIFIC LINEN - SOUTHCENTER PREPARED BY CHALKER PUTNAM COLLINS & SCOTT, INC. [ EXPIRES: 6/15/ q February 6, 1993 93 -039 RECEIVED CRY OF TUKWILA MAR .2 3 1991. . PERMIT CENTER CHALKER- PUTNAM, COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 9602 (206) 383 -2797 INCORPORATED 1969 0 MEMO JOB NO • J - 13,031 ,Cif CALCULATION DATE' / /17 / 3 ❑ MEETING MINUTES BY: NGC• TELEPHONE RECORD SHEET ' of O PROJECT: PAL,/ Ac. CaA.∎gn-) • 1;1. 1...„ 6 (r7146 4'O (7-4,0 M' - - rv/ 4" ZYwo w /Tod g44c 1 \ v OXb \a 0" r 5,1' I, /0,o' 4b$IVt..1 2-GNE 3 ll = D• 30 ( l • 0' (2'51 W# /(° : v. /3E'a e"v $S Mph 1 P a /b.(a (o,v7) ( /,3( /,0. t /(•S "--Of j" Goa p 550/+4• - r ` G4G�Arq L 431-06 — 2000. ( /27 )(/a), 4r./,. 4 , rs oor /you (20/al(rni 416o) (2) : Bib. l gal rv,Arti(yTko) 412.5 �` l2 it P,( , z 3q.o v4r=l%.5s P}pp rTr 0 9900 sf 0 DL �(s2) lc) - £3o(> / .-1 q�.2 (4.5./e2:) (5,2 + 247) - 33.1 /31.3' 72 4, dip* k.A-k. uf}T:�lO.or mai. r 41 yGo 5g, ,= 71;4 * = ° f'jo,s<. ( *c /'1 .) C S^-.r 2o1 57.62_ • e-,w- wk (- /32,v"2 4-0,138: ',/ E" e Mil- 1.51 P.)16,0 - /4,.5 es/' (24,/,g„l ( /4. o 14 cg.**) /,2 : /7.-54- 4, 52, o- " --- >, %Srn,c Go v5 --a 17ermrrvE arAGlry q E P5rwG S/{F.,q.Q 41410 "2. Pot 6,4 I /041 20c- _) 5/a fir " CHALKEjl PUTNAN. COLLINS & SCOTf CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383 -2797 INCORPORATED 1969 ❑ MEMO ,P5 CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT: P 3GIFiG L/NE N JOBNO• • 93.03ry DATE. x/3/93 BY. Nr.� SHEET; • of 40464, Co./EA-AZ 6714, N Rove /11EZZAN rNE &mu waIL- £r lit, Al M zLgNlN� CzAt(KNO F 1_2% ( /,S) /f3 • rlD./ ins` 5 /AG/N , Of 0/5 740 4,..12 = 0,3! ( *o (G41. = 39 Sc.� 32'0 OT'1 gin (ie /21 (3 ( )' /2 (3c��/2 . s1 ( ' •'- / - Eo1" Fr /50p /7/, (3 1114- *is&o 3.45' • °I.01.51 ' ,qoe*. rat. • 3 65 i cJY(In i ti4 • _44 J 1 57"14o wA-u /B%.3331•o s loG45 - "l�r�•lS �3�23'1`�31•0 - CbGu w r?F 7kw £ 4 % ENO 'f </A !L.• J px 544, ,,,,/"1 (mss /4-> 182 51 5UE4I q'S K4/714/22 1 - -`4fa° 'tii‘' - / 3 S / /1 • S r Gnu Our e4 pG /Gr n'EAGTiON /375- # apuFr r?aq' 44' 04-te., DG 4&v e /►1EZ A,'J' N� t (02.4/2 .4- ,(571.. «) . 8Dc ( /I•5) - - e-REOp / 3 5 5 // 0 / 4 P, = /sip • LZ-Vw l✓ eVe•Wo,ga ' 40 (0(454* A.v (/,33)s 045 "2. 4t5" GaawEL PowlcG g1,o/v6 CZ/1. # .• 300r, , (3: 33'i /2c, 3). 0,04- ! °u uccr 542 %F aNV:6•12 #1.1'-% 3511 /' of 44144 44,4144, 4'45 4, 0-AecT5 - / /6R4iN SpaaING A. (28iXv /a) /3s9 :. �, M, 9.0 a CHALKEF PUTNAN. COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA98402 (206) 383-2797 INCORPORATED 1969 ❑ MEMO J CALCULATION O MEETING MINUTES O TELEPHONE RECORD O PROJECT: / AG4r/b L/N En/ JOB NO. d73731 DATE* /'' / 13 BY: NGC, SHEET 3 of L1ou-6 -ma iow Nu.. Gn+u 1v4k- wt 4r gAio 2&2'15 4 v' : 52, a. ///2.0' • .9-? 5 /a7( SPucg. ¢35 (40) : / 71 • /0440 O'WS / t 6 ' : 174ick›4 5080 (/•20(I.33") ' '24 (3) I''4tp%S 3")4 '/ " C 0.'15..') 6 4/4, ;' (A-I: $ fUt.4 J KGB / GOY( ki 4.ce. r pal✓(ct9 CnW- R, / AZ / 28 No R .mu4.r,oA) /1JgL&554IZy 4 OF / a'G%S (N icZawl /7gcc, 1 / (all 1Cc.z5 ")(z.1. /1,4, I.4 d /(.2 4.s: T 4.35Ccos) x'1.75# �P,+OL77 #'EQa = '2&vs./ c&a'(.15) Ct ` 5.3 (4) / ndn,T u4 c AiOut.nop, FA4.70R of O. 8 -' . : 3.4- ,.-- -r = /2B21513 (0.3 .)517 = /2.61 tic IoweL r at5215 � 20 t�a� Co""), /,01.0"'" . 01.0"' (4 ) 117 - O. col (D,t 5�( fv‘;o) = 35" (,✓6-14, 5124 aF FIB RE&t'/ Ta ruc 5r' GN Gr4 aF A42 CHALKED PUTNAM1, COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH (AWCETT, SUITE 301 TACOMA, WA 98402 (206) 3812797 INCORPORATED 1969 O MEMO C1 CALCULATION O MEETING MINUTES ❑ TELEPHONE RECORD O 1744.1 GiG L1NeN PROJECT JOB NO • DATE' BY: )93- e2' 2-14 /13 N•• SHEET: of 5puG4 c' G- / c./n.0 f e4R.1A.4 l . ►rst,o be ,(s T (28•. 754 /2) ` '2 A> QCj275" •fk. 274; (7,245") 5E 4+2 -INv ,eQ = j(a8215 ( 2 4 DESJ/ 9281`.1. (4-) r III P•1te5 a EAST E+vr' (WEST 5' p r! 'l` 455k.ell 5pL 14�5 a BLo" /N 3xi LE.464' OF 0LOG.9ty1,/j /N rrr, C 1M P1414 .1---641b04 /o4Qo b b' 09‘• rDc Da. /1.1V4 41I75A A/' 4 1 Mt- S/,), P5co fr<02A ./ 3 x /) i a (Cow,n i D,t 51/AP4on, w/ " (77vo' Mt 51 /xPSc:ry hll)gA w/ ( /2B8a4 R� (- 440 a ( /a9¢•o /a) /VZo �5c (�. f» O. eo" �� '»'' lNA-k- rCicom d%)&4 (0,415• }) 3 x t 4' 6.er e r- ,. - 4L4liewve,9 NC w =74p (SNrd'(o) 74 7/05 (7.5��..,e = 5379' p /04 5�� 9 (/ 21 / 52,ra = /2251-mac : io 4 o / e»,. s = 37/ (--,s� 1. : 7, 5 (12) //I •255 ► 6,0 . P G5 - 1 • • - /2!2¢ /xo (/.33) �j�AN= 7 =l01" (DF #� rna,x, ' 6 /%-,caf(yc ,h9y /25o/,' Ft r. fvCO/ 5 c //,0 —r %NS #cN et BENh►NG &a -JEANS 28 •t O• !o l =- A b 7 • CHALKTNE PUMA. COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383.2797 INCORPORATED 1969 ❑ MEMO Of CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT fr4G,F /G JOB NO DATE' BY: SHEET .)1.3..0,5 2/3 153 Ai 46 6 n1 431?j fo a /V0 ) 906 MN 6 /N 6)(/5r /,J(, i44-t . 5p44J = 'y51 o 1 (551—p4,;(1/>1-) ad ° (? -nnc. 1< 2 S�-� ( /8 L 2¢) l�. + 85 r (/8,/i> : /% /0 �'i (o 9/¢ X 2-7 ///0 ( -2 S) . (//5) /2 00 ~- 66.5 710'a (Gv) Are= /) /2s/2) (HO / /Gs . i (25/2 -OAS) = ? 187.3 551 (254(/22 -6) 0,51 3B41- (l'gy/oa) 60.0 y8y /N Tea., pR r5 CoLK41IV 4211 S rb ''? 3 /51 'k to" rry 6r,`3 I ' • 11-5 1 7, IS' 75 4+.4k %4. 05- 4zl -s4- /214 ?r,4 sF 5.1-o" fxre-r--Iv, r $ C L ►,,••• P= orp 2/.38r` `72175 /6.,s6 (Gso e ) iorrNG 445C- . 54-.n E 48,5 4 ,e, /g7 3 %G11 Sw CHALKED PUTNAiL: COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 O MEMO 7) CALCULATION ❑ MEETING MINUTES O TELEPHONE RECORD PROJECT. 1344I%lG LrN�N JOBNO• J93iO�� 2/3/43 DATE. BY: NGG SHEET of L6TcQ ,n/< 414 /rnur>^ /75.F L40A-17•N6 OA) $w5T'N6 ,n4 /L Co t' S T• 1)04,c-ten ,v 7 /.(041- (/ 7 547) /` (,&.°∎ Z /. s> �/ •331 376 a. 7( .(wvs a)) (/ / 771.8.& n X(1 / 8(.4/ •r2 5. )f .� 3) - S /8.D14 (/ •3g1(' /72 .)3 >. 2x/2 J014 TS /!o 2:,6 l!..71)6:Z74N /NE : SPAN n /6 aSp .44 4411 4. aTegmrN6 m,4)(/ ft L 1 Lo.M,/NG oN E,x /571NG .3sra 16 Z ram J AF.7. A/V'N6 ■ n, i6 l ��E,c2 Cu4,4T Gb614.44jU7s 1P4-N> 7's S2•-) f/Svcf) / (7,5)'' (/.55') ('7,s /4) /07, l es, w!y : 143.125 (Ss) /(7.5/a-- (.0)45) M• 5,41= 74.v/oil- amter; or 711- iw�ax cF El(«Sr »/•16 Gr.c. To New itd = BS "vs ( /B /4-) • 765 LS 34"1M.I- 1G /N Ss LP.-5 5 4-'4. of / (14LµL, cf T�fr i)'t,r3E/2, 0 1/41%4E %w /C.E ?y /G,ir Ni 55 of Ti-.-//NNE.c 41EI1-1.66z. "56 0820 : yioi PBS T SMC..ov6 = 9 /o 'Y7 Plc A/9 r/ B.OG PACIFIC LINEN ZUKWILA McGRANAHAN PARTNERSHIP PART 1 - GENERAL o MAR 191393 Section 03310, Page 1 CONCRETE WORK 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions apply to work of this section. 1.02 SUMMARY A. Extent of concrete work as shown on drawings to replace existing raised concrete flooring that is to be removed. 1.03 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. ACI 301 "Specifications for Structural Concrete for Buildings." 2. ACI 318 "Building Code Requirements for Reinforced Concrete." 3. Concrete Reinforcing Steel Institute, (CRSI) "Manual of Standard Practice." PART 2 - PRODUCTS 2.01 REINFORCING MATERIALS A. Metal Reinforcement: Reinforcing shall conform to ASTM A -615, Grade 60 (Grade 40 for welded bars unless otherwise noted). Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum, Welded wire fabric shall conform to ASTM A -82 and A -185. Lap one full mesh on sides and ends. Place at mid -depth of slab, or as shown. 2.03 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type II or Type I -II. 13. Fly -Ash: ASTM C 618, Type C or Type F. C. Normal Weight Aggregates: ASTM C 33, and as herein specified. D. Water: Drinkable. PART 3 - EXECUTION 3.01 CONCRETE PLACEMENT A. Ready mix all concrete in conformance with ASTM C -94. fc = 2000 PSI minimum, maximum slurnp 5" minimum cement content to be five sacks per cubic yard. B. Provide control joints at 30' maximum on center each way to prevent cracking. Cfl Y OF 1UKWlll) MAR 2 3 1993. 9233.0001J030193141 PERMIT CENTER February 26, 1993 PACIFIC LINEN TUKWILA . McGRANAHAN PARTNERSHIP,; 3.02 NI AB FINISHES • Section 03310, Page 2 CONCRETE WORK,. A. Trowel Finish: Apply hard trowel finish to monolithic slab surfaces to be exposed -to -view, and slab surfaces to be covered with resilient flooring, carpet, ceramic tile, paint, or other thin film finish coating system. END, SECTION 03310 PACIFIC LINEN TUKWILA McGRANAHAN PARTNERSHIP Section 04230, Page 1 REINFORCED MASONRY PART 1 - GENERAL 1.01 APPLICABLE PUBLICATIONS A The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. 1. Federal Specifications (Fed. Spec.): a. SS- C -621b Concrete Masonry Units, Hollow (and & Int Am -2 Solid, Prefaced and Unglazed) 2. American Concrete Institute (ACI) Standard: a. SP -66 AC1 Detailing Manual - 1980 3. American Society for Testing and Materials (ASTM) Publications a. A 615 -85 Deformed and Plain Billet -Steel Bars for Concrete Reinforcement b. C 33 -86 Concrete Aggregates c. C 90 -85 Hollow Load - Bearing Concrete Masonry Units d. C 216 -85a Facing Brick (Solid Masonry Units Made from Clay or Shale) 1.02 QI JALIFICATLONS OF TESTING AGENCY A. The Contractor shall retain for the Tenant an Inspection Agency and testing laboratory to perform the laboratory testing and sampling as required by the City of Tukwila. PART 2 - PRODUCTS 2.01 MATERIALS A Aggregate fotMortat: ASTM C 144, except that not less than 3 percent nor more than 15 percent shall pass the No. 100 sieve. B. Aggregate for Grout: 1. Fine Aggregate: ASTM C 404 or C 144. C. Anchors. Ties. and Centering Devices: 1. Wire Devices: Factory fabricated from steel wire conforming to ASTM A 82. a. Wall ties shall be formed from not lighter than 9 gauge wire. D. Cement: 1. Portland Cement: ASTM C 150, Type 1 or I1, including the requirements for low alkali content. 2. Masonry Cement: ASTM C 91 9Z3 .000/BiUJO193oel February 26, 1993 PACIFIC LINEN (. ( Section 04230, Page 2 TUKWILA REINFORCED MASONRY McGRANAHAN PARTNERSHIP E. Concrete Masonry i lnits: 1. Aggregates: ASTM C 33. 2. Hollow Concrete Masonry Units: ASTM C 90, Type I. F. J- tydrated Lime: ASTM C 207, Type S. G. Reinforcing Bats: ASTM A 615, Grade 60. H. Water: Water used in mortar and grout shall be clean and potable. 2.02 MORTAR MIXES A. proportions: Mortar shall be Type S in accordance with the proportion specifications of ASTM C 270. 2.03 GROUT MIXTURES A. Proportions: Grouts shall be mixed in laboratory established proportions to attain a compressive strength at 28 days of not less than 1800 psi when tested in accordance with ASTM C 91 for fine aggregate and ASTM C 39 for grout containing coarse aggregate. PART 3 - EXECUTION 3.01 INSTALLATION A. Laying Masonry Units: Space back -up courses to level with facing courses where metal ties occur. B. 1. Tolerances: Lay masonry plumb, true to line, with courses level. 2. Cutting and Fitting: Wherever possible, use full units of the proper size in lieu of cut units. 3. Jointing: Tool joints when the mortar is thumbprint hard.. Reinforced Hollow Unit Masonry: Reinforced hollow unit masonry shall consist of hollow concrete masonry units reinforced vertically and horizontally with steel bars located within cells or kerfs in the units and with cells containing reinforcing bars filled solidly with grout. 1. Bond Beams and Bond Beam Lintels: Bond beams and bond beam lintels shall consist of bond beam units, reinforced as indicated but with not less than two No. 4 bars where not indicated and filled with grout. C. Placing Reinforcing Steel: Prior to placing grout, clean all reinforcement of loose, flaky rust, scale, grease, mortar, grout, or other coating which might destroy or reduce its bond with the grout. 1. Positioning Bars: Position vertical bars accurately at the lateral position indicated. 2. Splices: Locate splices only where shown on the drawings. D. Placing Grout: Place grout using a hand bucket, concrete hopper, or grout pump. 9335.000/13/0)019) ael February 26, 1993 PACIFIC LINEN TUKWILA McGRANAHAN PARTNERSHIP E. `�..• ` Section 04230, Page 3 REINFORCED MASONRY Pointing and C'le Wing: After mortar joints have attained their initial set but prior to hardening, completely remove mortar and grout daubs or splashings from exposed masonry surfaces. 1. Concrete Masonry Units: Dry brush exposed concrete masonry unit surfaces at the end of work each day and after any required pointing. Use stiff -fiber bristled brushes only. F. Field Tests: 1. Mortar: A mortar specimen, weighing 3 ounces, shall be prepared of each proposed mix, using as little water as possible. 2 Mortar and Grout: Mortar and grout shall be laboratory - proportioned and tested by a qualified testing laboratory. END, SECTION 04230 PACIFIC LINEN 'IUKWILA McGRANAIIAN PAR'INERSIHIP Section 05120, Page 1 STRUCTURAL STEED. PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A The ALSC "Manual of Steel Construction ". 9th Edition shall govern the work. Welding shall be in accordance with AWS Code D1.1. 1.02 OUALIFICATIONS OF TESTING AGENCY A. The Contractor shall retain for the Tenant an Inspection Agency and testing laboratory to perform the laboratory testing and sampling as required by the City of Tukwila. PART 2 - PRODUCTS 101 M TERIALS A. Shall conform to the following requirements: 1. Steel shapes and plates: a. Carbon Grade Steel: ASTM A 36. 2. Structural Tubing: ASTM A 500, Grade B. 3. Steel Pipe: ASTM A 53, Grade B. 4. Sliop Paint: Fed. Spec. TT-P -86, Type I or II; TT-P -615, Type I, II, or V; or TT-P -645. 5. Machine and Anchor Bolts: ASTM A 307, Grade A. 6. Carbon Steel Nuts: ASTM A 563, Grade A. 7. Plain Washers, Other Than Those in Contact With High- Strength Bolts: ANSI B18.22.1, Type B. PART 3 - EXECUTION 3.01 FABRICATION A Shall be in accordance with the applicable provisions of the AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. B. Shop paint after fabrication with an approved primer. Galvanize all steel that has an exterior application or as noted on drawings. 3.02 ERECTION A. Erection of structural steel shall be in accordance with the applicable provisions of the AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. 1. Base Plates and Bearing Plates: Column base plates for columns and bearing plates for beams, girders, and similar members shall be provided. 2. Field Welded Connections: Field welded structural connections shall be completed before load is applied. END, SECTION 05120 9773.000/PN70197x1 February 26, 1993 PACIFIC LINEN TUKVVILA McGRANAHAN PARTNERSHIP Section 06100, Page 1 ROUGH CARPENTRY PART 1 - GENERAL 1.01 DESCRIPTION OF WO K A. All miscellaneous wall framing and associated materials, including glue - laminated beams. 1.02 GENERAL REQUIREMENTS A. Grading and Marking: Materials shall bear the grademark, stamp or other identifying marks indicating grades of material and rules or standards under which produced. The inspection agency for lumber shall be certified by the Board of Review, American Lumber Standards Committee, to grade species used. B. Sims' .es' Lumber sizes shall conform to Prod. Std. PS 20, and unless otherwise specified, lumber shall be surfaced on four sides. Sizes for materials other than lumber shall conform to requirements of the rules or standards under which produced. PART 2 - PRODUCTS 2.01 MATERIALS A. Miscellaneous Woad Members: 1. Structural Members: Members include all posts and beams. Conform to WCLIB or WWPA standards. Species and grade as follows: a. Beams and Headers: "Doug Fir - Larch" No. 1 (fb = 1300 PSI, fv = 85 PSI) b. Posts and Columns: "Doug Fir- Larch" No. 1 (fc =.1000 PSI) c. The Minimum Grade of All Other Structural Framing: "Doug Fir - Larch" No. 2 (fb - 1250 PSI, fc = 1050 PSI), or "Hem -Fir" No. 1 (fb = 1200 PSI, fc = 1050 PSI). d. Utility & Standard Grades Not Permitted. 2. Nonstress Graded Members: Members shall include partition wall studs, blocking and nailers. Members shall be standard grade or No. 2 grade. Nonstress member grades shall conform to the National Grading Rule for Dimension Lumber established in conformance with Prod. Std. PS 20 and as applied in individual grading rules of applicable grading agencies. 3. General Use Plywood: Prod. Std. PS 1, C -D Exterior grade and thickness as shown. B. Glue- I,auninated Beams: 1. ANSI/AITC A 190 -1. Members shall be combination 24F -V4 Douglas Fir for simple spans (24F -V8 Douglas Fir for cantilevered spans) with exterior glue. Architectural Appearance Grade where exposed to view; Industrial Appearance where not exposed to view. All members to have AITC or APA -EWS stamp. Camber as shown on Drawings. C. Moisture Barrier/Insulation: 1. Building paper, Fed. Spec. UU -B -790, Type I, Grade D, or asphalt - saturated felt, ASTM D 226, Type I. 2. Polyethelenc sheeting, ASTM D 2103, 4 nail thick. 9233.000/B1030193W February 26, 1993 PACIFIC LINEN TUKWILA McGRANAHAN PARTNERSHIP Section 06100, Page 2 BOUGH CARPENTRY 3. Batt or Blanket Insulation: Mineral fiber, Fed. Spec. HH -I -521, R -11 unless noted otherwise. PART 3 - EXECUTION 3.01 GENERAL A. fmeral: Members shall be closely fitted, accurately set to required lines and levels, and rigidly secured in place. Provide minimum nailing per 1991 UBC Table 25 -Q or more, as otherwise shown. Pressure treat all wood in contact with concrete or masonry. Holes and cuts in 3x or 4x plates should be treated with Cuprinol #10. Provide cut washers where bolt heads, nuts and lag screw heads bear on wood. Do not notch or drill structural members, except as allowed by UBC or as approved prior to installation. . Framing Connectors. Shall have ICBO approval and be manufactured by Simpson Company, San Leandro, CA., or approved equal. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted otherwise. C. docking; Blocking shall be provided as necessary for application of miscellaneous materials and building items. Blocking shall be cut to fit between framing members and rigidly fastened thereto. D. sailers and Nailing SLriils: Nailers and nailing strips shall be for the attachment of finish materials and Tenant fixtures; coordinate as required. 3.02 JNSTALLATION A. Glued- laminated Beams /Structural Posts: Install miscellaneous steel connectors, anchors, and accessories as indicated, 1. Plan and execute erection procedures so that close fit and neat appearance of joints and structure as a whole will not be impaired. When hoisting members into place, use padded or non - marring slings, and protect corners with wood blocking. 2. Adequately brace members as they are placed to maintain safe position until full stability is provided. Batt or Blanket Insulation: Insulation shall be installed between framing members; and insulation with facings shall be secured to the sides of the framing members to provide a continuous seal and so that the entire weight of the insulation will be carried by the framing members. C. Rigid Insulation: Impaling of insulation will not be permitted. END, SECTION 06100 PACIFIC LINEN TUKWILA McGRANAHAN PARTNERSHIP PART 1 - GENERAL ;' Section 06200, Page 1 FINISH CARPENTRY 1.01 GENERALREQUIRFMENTS A. Grading Marking: Materials shall bear the grademark, stamp or other identifying marks indicating grades of material and rules or standards under which produced. The inspection agency for lumber shall be certified by the Board of Review, American Lumber Standards Committee, to grade the species used. B. Sizes and Patterns: Lumber sizes and patterns shall conform to Prod. Std. PS 20, and unless otherwise specified, shall be surfaced on four sides. Sizes and patterns for materials other than lumber shall conform to requirements of the rules or standards under which produced. C. Moisture Content: The maximum moisture content of treated and untreated trim shall be 12 percent at the time of delivery to the job site and when installed. Moisture content of all other materials shall be in accordance with the standard under which the product is produced. PART 2 - PRODUCTS 2.01 MATERIALS A. Nails: Nails shall be the size and type best suited for the project requirements, hot -dip galvanized or aluminum for exterior use, in accordance with Fed. Spec. FF-N-105 when applicable. Screws for use where nailing is impracticable shall be size best suited for purpose. B. Trim: Trim shall be species and grade in accordance with standards set by AWI Architectural Woodwork Quality Standards, Section 300, Custom Grade for opaque finish. Patterns shall be in accordance with grading rules for species for such items as fascias, baseboards, and caps. Trim shall be assembled and sanded at the mill insofar as practicable in maximum practicable lengths. 1. Factory finish all interior trim as per Tenant requirements. If paint is required, provide sealed paint grade fir. PART. 3 - EXECUTION 3.01 INSTALLATION OF TRIM A. Interior Trim: Trim shall be installed straight, plumb, level and with closely fitted joints. Exposed surfaces shall be machine sanded at the mill. Molded work shall be coped at returns and interior angles and mitered at external corners. Face nailing shall be set and stopped with a nonstaining putty to match the finish applied. Screws shall be used for attachment to metal; setting and stopping of screws shall be of the same quality as required where nails are used. 9233.000/1110213930e1 END, SECTION 06200 February 26, 1993 03/18/93 14:14 FAX 206 383 3097 McGRANAHAN PART. 444 TUK PUB WORKS M c G R A N A H A N P A R T N E R S H I P March 18, 1993 Mr. Dayle B. Houk The Mahan Partnership 12.00 5th Avenue, Suite 1910 Seattle, Washington 98101 Re: Pacific Linen - Scluthcenter Tenant improvement City of Tukwila Permit Application 993.0044 Dear Mr. Houk 11002/003 ARCHITECTURE PLANNING AND MANAGE MINI Please find transmitted two complete sets of revised architectural drawings on the above referenced project. Also attached is a memo from our structural engineer addressing your concerns as stated in your letter of 16 March 93 (93- T -03). I have also included for your reference two copies of specification divisions Three (concrete), Four (masonry), Five (metals) and Six (wood and plastics) that further address item 2 of your letter. In addition, refer to sheet A-1.0 for Project Notes. I trust this information satisfies all of your concerns relative to this Project. Please call with any additional questions or comments that you may have. Sincerely, McGranahan Partnership Blake P. Bolton, AIA Principal Distribution w/o attachments: David Cree, Pacific Linen Denise Millard, City of Tukwila 9!I1.OI•UAI.Ifi.I Au OwANAIIRN PARINI M II'. uw 0!0 CAWCIIT fUIIL 1Utl IACT1b1A, WASHINGTON 91101 FAGSIMILII ?uA,1A1.30 O? 'TELIPHONE 00.1BJ, JU 4 03/18/93 14 :14 FAX 206 383 3097 .PRINCIF4I Faynuunl 1. CI1,1lkrr, It1. 1)anud U. I'uU;.un. I',I Onto. H. Collins. N.I. Oun,1111 U,1vdd H. lohn.un, PE March 17, 1993 McGRANAHAN PART. -►-► -► TUK PUB WORKS (1003/ 003 (, CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 95u SOUTH FAWCETT. 9U1Th 3U1 TACOMA, WA ell4111 t2061363.2777 MX 120h1 :133.1557 MEMO TO: McGranahan, Partnership AT'TN: Blake Bolton FROM: Noel Gaetano RE: Pacific Linen Remodel COMMENTS: The following are our comments to the structural plan check items: 1. The plans have been, stamped as requested. 2. A complete set of structural notes have been provided. AsSOCIUFS 1..,,1 I n. 1 41r., IN 1.41.11, d 1,.unt0ul 1 All RnhunY \1410101ikr 1'1 1.4 k 1. I'Ulla'd. Ill . STRUCTURAL ENGINEERS 111n1. 14.u,i. ('.t. Uun Veen H,ilm.1' V ED MAR 1 7 1993 Kc6RANAH,AN PARTWERSHIF 3. The existing foundation width is 16 ". The new CMU wall height is 9' -0 ". This new wall load of 720 plf added to the existing total load of 1710 pif (refer to Calculation Sheet 5) gives a soil bearing pressure; of 1822 psf which is less than 2000 psf, 4. Refer to Detail 1 /A:i.1 which shows a Simpson tension tie anchor at a regular spacing between the CMU wall and the perpendicular Joists. The horizontal load of the wall is transferred to the diaphragm by the existing subdlaphragm which exists. The increased load is minor and will not adversely affect the structure. 5. Strap plate and bolt callout has been added to the detail. Column base plate thickness has been coordinated with the calculations and has been corrected on the detail. 6. Number and size of bolts has been coordinated with the calculations and has been corrected on the detail, 7. Top connection of post has been referenced previously on Detail 6/A3.1. The TS column base plate on Detail 3/31.1 has been modified to show bottom connection. No new calculations are needed in response to the above items, NCG:vkl 93 039 MAR 8 1993 A :039MEM. NCG th .RRTNfRSH1P CONSULTING ENGINEERS 1200 - 5th Avenue, Suite 1910 • Seattle, Washington 98101 • (206)624 -8150 • Fax (206)624 -8151 March 16, 1993 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 93 —T -03 (Pacific Linen Remodel) rptt MAR 171 (333 DEVELOPMENT Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. We are pleased to announce the restructuring of our firm. We have changed our name from Mahan &DeSaivo to The Mahan Partnership. Please update your records to reflect this change; however, our address and phone number remain the same. Structural 1. The engineer of record must stamp and sign all drawing sheets which contain structural information. 2. Provide complete structural notes for all structural materials and components. Also include the applicable Uniform Building Code information used in the structural design. 3. Provide calculations showing that the existing footing is adequate to support the new CMU wall. 4. Provide information and /or calculations showing how the added 2nd floor diaphragm shear perpendicular to the new CMU wall is resisted. 5. In Detail 3/A3.1 provide information on the strap plate and all bolts at the glu -lam beams. In addition, the column base plate thickness does not coordinate with the design calculations. 6. In Detail 5/A3.1 coordinate the number and diameter of the bolts at the glu -lam beam strap with the design calculations. 7. Provide information on the connections of the new 3x10 post at grid C/4 at both the top and bottom of the post. William E. Mahan • Dayle B. Houk • Crystal L. Kolke • Carol L. Olsen March 16, 1993 City of .Tukwila Re: 93 -T -03 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, le DBH 1: Houk cc: McGranaham Partnership 950 Fawcett, Suite 300 Tacoma, WA 98402 Attn: Blake Bolton John W. Rants, Mayor Department of Community Development Rick Beeler, Director February 25,.1993 Blake Bolton McGranahan Partnership 950 Fawcett, Suite 300 Tacoma, WA 98402 RE: Pacific Linen Tenant Improvement Plan check number B93 -0049 Dear Mr. Bolton: After an initial review of the subject project it has been determined that additional information and /or corrections to the plans must be submitted to complete the plan review. Please address the following comments. 1. Provide a lighting budget for the new ceilings in compliance with the. Washington State Energy Code, (watts per square foot, allowed and provided). 2. The proposed'restrooms number 104 and 105 have been designated "unisex" and may not comply to U.B.C. Section 705(c). A separate facilities for each sex would, be required when the number of employees exceeds four, provide an alternate. 3. Sheet A -2.1, Note number 1 reflects the city requirement for signs and barricades to prevent use of the second floor area because of the non - conforming exits of the second. floor. Provide additional details for the barricade construction, signs wording, signs size, and location. Note: Tukwila Fire will require a means to access the second floor. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions, 8:30 a.m. to 4:30 p.m. at 431 -3670. Sincerely, Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washl ton 98188 • (206) 431.3670 • Fax (206) 4313665 c 4_5 3q,-on9, 1 CITY OF TUKWILA Department' of Community Development Building Division ' Phone: (20j) 431 -3670 �p `t • Y LH 1 U1 VVYLM PRE- APPLICA4 ION PROCESS MEETING ATTEI LANCE RECORD PRE- APPLICATION FILE NO. p R E 9 3- 0 01 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: Pacific Linen MEETING DATE: 1 -7 -93 TIME: 2:30 SITE ADDRESS: 17855 Southcenter PY DATE.CHECKLIST MAILED: January 8, 1993 BY: DLM] STAFF PRESENT L Building ® Fire ® Planning .(431 -3670) (575 -4404) (431 -3680) NAMES / TITLES Duane Griffin /Building Official Steve Kohler /Fire Prevention Mike Alderson /Fire Marshal Carol Proud /Associate Planner ® PublicWorks (433 -0179) Ron Cameron /City Engineer ❑ Parks & Rec (433 -1843) ® Police • • (433 -1804) Tom Ki 1 burg /Crime Prevention ® Permit Center (431 -3670) Denise Millard /Permit Coordinator ❑ Other: ( - ) APPLICANT / REPRESENTATIVES PRESENT Contact Name Blake Person Bolton - Others Present Phone 206 383 -3084 Company/Title Principal / McGranaham Partnership Street Address 950 Fawcett Suite 300 City /State /Zip Tacoma WA 98402 Name Dean Kaiser Phone Company/Title Pacific Linen /D'i rector of Operations Street Address 2 2105 23 DR S E Name David Cr.ee Company/Title Street Address Name Tan Tang Company/Title Street Address 950 Fawcett Suite 300 Name City /State /Zip Bothell , WA 98021 Phone Pacific Linen /Director of Real Estate 22105 23 DR SE City /State /ZipBothell , WA 98021 Phone Mcgranahan Partner, P.S. City /State /Zip Tacoma .WA 98402 Phone Company/Title Street Address Name Company/Title Street Address City /State /Zip Phone City /State /Zip � PRE-APPLICATCiN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 EAPPLICATiO E MEETiN ...:, ...:..:......:.... EADDRE BUILDING DIVISION 2 1, _ , , 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code,1991 Edition. Second .z. 3. Comply with the Washington State Energy Code,1991tdition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). I5K 4. Comply with Washington State Barrier Free Code, 1991 Edition. n 5. Apply for and obtain the fc1 owing Building Division permits and approvals through the Permit Center: • Buildir,g Permit • Rack Storage • Mechc.nical Permit • Demolition (building) • Other: 6. All applications and plan s;.tmittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. I I 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. C10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are In place. n11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. n14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248 - 6630). M PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). a FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404), U18. Structural observation as required by Sec-307, 1991 Uniform Building Code. n 19. n 20. I Checklist prepared by (staff): 3) �`�'�"iT r-� Date: Y.7/94 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE- APPLICA ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 v STING: >..::: 'i> .30`SIT ADDRESS: 1785 . FIRE DEPARTMENT -- Construction Information 1. The City of Tukwila has adopted the 19J I Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) n 2. Fire hydrants will be required. (City Ord. #729) n3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler. plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) 171 5* Maximum grade is 15% for all projects. n 6. Hose stations are required. (City Ord. #1528) 7 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the Job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) • 9. Portable fire extinguishers will be required In finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 4.991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13.. • Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids•or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) ,'< 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". X n17. Adequate fire flow availability will need to be demonstrated for this project. n 18. Checklist prepared by (staff)' k1' d(t---- "-OD 3;' - Date* �'' 7-1? CITY OF TUKWILA • DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 iMIEETING D 4T..E :01 :0.i 93 ;:TIME :2: 3OSIT.E.'ADDRESS :. • • FIRE .DEPARTMENT -- Inspections n1 Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover . Fire alarm a. Acceptance test b. Fire Dept. approved plans 6. Hood and duct inspections a. Installation b. Trip test 7. Spray Booth a. Location b, Fire protection c. Ventilation d. Permit 8. Flammable liquid room a. Location b. Fire protection c. Permit I I 9. Rack storage a. Permit b. • Mechanical smoke removal c. 'Rack sprinklers d. Aisle width n10. Fire doors and fire dampers a. Installation b. Drop testing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 11. Fire final • e. Fire protection systems: a. Fire Dept. access (1) Haion systems b. Building egress and occupancy load (2) Standpipes. c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other: a. b. e. c. f d. g 1)/ 9/2— Date* / ` 7 3 Checklist prepared by (staff): t PRE- APPLiCAciON CHECKLIST CITY OF T UKWI LA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 b Telephone: (206) 431 -3670 <M EETf NG`D'ATE:; >g:a:Q .FtE C[E1. V.5-3— 2. a 9* PLANNING DIVISION - Land Use Information Comply with Tukwila Municipal .Code (zoning, land use, sign regulations, etc.) Obtain the following land use permits /approvals: ) Rezone O Shoreline Management Permit C n Shoreline Management Permit Rev. C--) Short Subdivision () Sign(s) Subdivision 0 Unclassified Use ( ) Boundary Line Adjustment Building Site Improvement Plan 0 Comprehensive Plan Amendment Conditional Use Permit C) Design Review n Design Review - Interurban 0 Environmental (SEPA) Ci Planned Mixed Use Development Cl Planned Residential Development 4w' ( ) Zoning designation: Afriirt`i "msettack requirements: Front: Side: Side: Rear: Maximum Building Height: i\h's V' Height exception area? Yes ilo Minimum parking stalls required: - 171 Handicap stalls required: No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no whet ,stops prior to hitting the curb will be required. Minimum landscaping required: Front /`)�1' Side:5 Side: 5- Rear. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. S1-1-- CL e �� ' , 2l/4-4-) d. er-tc of �' 2 - -9' z.. ) ( ( ) Site located in sensitive area? Variance Other: Yes No�� a ccp _)11. rt 12. ® 13. n n n n 14. 0 LA rt-�-4u--S 0P .) j, u,_.___ 14c,cocf S 15. A 7'd., Lx j '?1 0 71 - Covk ,V ai c.a.) SP2 c -a-, J2 Pc C210 17. 18. 19. 20. e Checklist prepared by (staff): pawl" -t" q3 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT DEC 3 01992. . BUILDING DIVISION-PERMIT CENTER TUKWILA P .- J CATION CHEr:L1ST ie E 6300 Southcenler Boulevard, Tukwila, WA 98188 Telephone: (206) 431.3670 .PRE APPLICATION FILE NO ; :'MEETING "DATE • of 01 -:93 ITEADDRES 's �53z �s iso <tifrs k, ;tF t>,+zq Xi /k� .oSOtlTHCERT:F R PUBLIC WORKS DEPARTMENT C 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Q Channelization /Striping /Signing 0 Sewer Main Extension (private) See Mz /60 Curb Cut/Access /Sidewalk C .Q. c i :: (public) Sac Wa.: A Fire loop /Hydrant (main to vault) Q Flood Zone Control CD Hauling (2.000 Bond. Cert. Ins.) Q Landscape irrigation Q Moving an.Oversized Load Q Sanitary Side Sewer Q Sewer Main Extension (public) Q Storm Drainage (Sec Ai0• /9) 0 Water Main Extension (private) Q Water Main Extension (public) O Water Meter (exempt) • Cl Water Meter (permanent) (-) Water Meter (temporary) 0 Other: W4TER 7uew•0r4/ 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). y 3. All applications and plan submittals must be complete In order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. ❑ 4. Water and sewer assessments may apply and will be determined during the utility plan review process. . 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain walver.�$ . /9 6. - Provide Hydrological- Geotechnical analysis. Provide erosion control plan as part of grading /fill permit application. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). Provide traffic analysis /trip generation study for A/O.n/V' A'Api eED El 9. • El 10. Provide developers agreement for it Provide the following easements and maintenance agreements* 1• 2. Provide water /sewer availability letters or certificates from districts serving .your development. 1• 3. Obtain Metro Waste Discharge permit or approval (684- 2300). IYEMO ear /YEtT PEc4. 447/AI1/ E 14. Complete and return to Metro (self addressed and stamp provided). Q1• 5. Review the following City Studies when designing your project and preparing your plan submittal: d.r.c47gr4A 144lyE"-oF571a/ niRE "secalt 7D .8 • c ✓.E4 .e2ape A4iPZ/ci+4jU7j' of S,OEW4< 'aeD: 16. / c- rn 67401.Ati' 4 PE 4}7T.4Etp 1.0 .-GFP /rte sr _LED Fthe .eyeanr%AG KaVe.467r 6LH /N1' 7/aNOrCe"; OR /✓6h*94 /e.4/4" LvrivtryR/ NEE.Os 7L) dame -eel IV r39/WV.EX A L .‘"",,e)/ a "emezet[J/}' 71,41/1/mc,.; ' ij J// "Yr- 17. 18. C. - _ I,, - , R 2/ 19 •[:] 20 Checklist prepared by (staff): r Date* 7/5'•T .4 C. Y...- • ' . • >. cAiEtX 7a /4Gruc.e- 734417. iA9.e*4 49 '7OA.r4/ '.4 7 (04'5 TWif cv.e.i/I✓47 d STi�'Y9RATnPS "Wiz'"? 4a/71) Pu rtJG CYS7�i1. PRE.,AIPPLICAtON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE - APPLICATION FILE NO. Pre 93 -001 MEETING DATE: 1 -7 -93 TIME: 2:30 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT: Pacific Linen Site Address: 17855 SC PKY CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433 - 1823). 2. Windows: Consideration should be given to providing hardened coverings' (such as security film) for ground level windows where glass breakage would allow for access to building interiors by burglars. 3. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 4. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. 5. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. A well - designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well - designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 6. Security Camera: Due to the location being close to freeway on- ramps, there is added potential for armed robberies. Recommend that a good quality surveillance video camera be installed during construction. The camera should have sufficient quality to be able to identify a subject from the video recorded tape. 7. Cashier Platform: The cashier's area should be on a raised platform in order for the employees to have a better view of the entire business. This would help provide an atmosphere that the employee has control of the area thus reducing the opportunity for crimes to occur. 8. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the business is closed. 9. .Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities,• hence reducing the potential for criminal behavior. Checklist prepared by T. Kilburg 433 -1823 1/7/93 Business Declaration Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a se arate envelope. Mail to: Metro Industrial Waste Dept. Company name: Contact person at your company: Title: Telephone number: Mailing address: Type of business: What does your firm manufacture or produce? Number of business sites: Address of each business site No. of employees at site 1. 3. Use additional sheets if necessary. • Part II Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: 1. Does your company use water for cooling, production, manufacture, washing, rinsing or floor cleaning in production areas? Yes No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewer? Yes No 3. Does your business store or mix liquid chemicals? Yes. No 4. Does your company use solvents or flammable substances? Yes No 5. Does your conipany process food or animal natter? Yes No 6. Does your company use metals or metal solutions — in manufacturing, processing, treating waste, etc.? Yes No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? Yes No 8. Does your company have outdoor activities, such as vehicle.maintenance, equipment washing and drum cleaning, or uncovered storage areas? Yes No 9. How many gallons of industrial wastewater;does your company discharge each day? (check one) ❑ Less than 5;j00 gallons ❑ 5,000.25,000 gallons More than 25,000 gallons THANK YOU. BUSINESS REPLY MAIL FIRST CLASS PERMIT NO, 10919 SEATTLE, WA. POSTAGE WILL BE PAID BY ADDRESSEE MUNICIPALITY OF METROPOLITAN SEATTLE ATTN MARY REARDON MS LAB 821 2ND AVE SEATTLE WA 98104 -9986 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES 1111111111111'111111111 J11111111111111111111111111 1 CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: B93 -0049 Status: PENDING Base Information Parcel No: 352304 -9107 Owner: RB FURNITURE INC lir User: 1677 Tenants. PAcXFtc INE1�Tr ';y 7', �. Add eEt Se ''11855' SOUTHCENTER PY 03/03/93 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Validated By: SAO Plan Ck Approved: / / Status: PENDING Applied: 2/12/1993 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Nature of Work: RENOVATE EXISTING INTERIOR SHELL ETC, PAINTING THE Location: Category: ACOM Zoning: C2 Census Code: 437 Streams: Slope: Y Setbacks - North: Valuation: Type Const s .„ _N,:, UBC Edition :1�9 91 F7= Update, F2= Previous (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) P -O Gas /Elec: # of Units: # of Bldgs: 1 Pub Own:N Wetlands: Water:TUKWILA Sewer:TUKWILA .0 South: .0 East: .0 West: .0 199,400.00 Fire Protegt?:SPRIIRKLERED ? . Type Occ:0023 STORE Occupant Load:655 Occupancy Grp:B -2 Line, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B93 -0049 User: 1677 03/03/93 BUILDING PERMIT Route: 1 Current Route Line: 6 of 9 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Ap Cont. 02/17/93 02/22/93 03/03/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Comments 1.[:0CC +IOADA t ,11F. ava?r�r 2 [ r ;......,,,... STOCK ROOM = 18 3 [ MALI 655' :• rSraiwa- arrrsr ;4'V.iY2,'.:... t 8[( NOTE BAERI 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa .00 Overtime Hours(HH.MM): RETIAL = 637 F1 =Help, ESC =Exit current screen. L. • INSPECTION Y ; .0D TASTING ORATORY I E Ulf D FOR TEE FOLLO NG is `5J " JNivs: ` `TI PM 1 !l /\ \ 6 / e / \ \ 1P/X/ ;/' \ 444 Air 7 / /<' \ ate \ • AX \ / \ \ /` \ / \ \ - -- (EXISTING F. N. r---- EXISTING UTILITY EASEMENT EXISTING LOADING AREA NO WORK TRASH pl MPSTER TO peetiAIN svhwoo \Ifis°° --)Ialacc' I I- I \ 11 4� \ I TING LAAPE AREA E�CI POWE TPTIER ♦ MOP TW POJEcT INFORMATION PROJECT ADDRE$8: SITE AREA: 1, SSt.,+5;.l rs4CONTEPt PARKWAY TUKWILA, WA ■6106 64,440 SP. OR 1,46 ACS i U LAINi6s APB, c--' ST AREA: UNUSED S'2ne* Floor TOTAL.: 18,111 Sly. 4,306 SP. 8,4 OP. 32= SP. PARKING romovipEIo: STANDARD AR l8'> Q'): 40 CO ACT (6' P6 "): 4 !-LC. STALL (I YANA 2 TOTAL: STALLS STALLS STALL. STALLS AP PLICAI LE cot. , UNIFORM i UILAINcG COPE, 19+81 EDITION UL1ASHINOTON STATE ISAfeitlEft MEE COPE, rei451 EDITION UNIFOPQi"1 MECHANICAL CODE, 1981 EDITION_ TYPE OP Ce,NSTRUJCT ION: v -N, 6PRINIKLER THWUSHOUT OCCUPANCY CLASSIFICATION: 18 -2 00GUPACY L0AI S,EXITINGi - -- UfBC TAIBLE 33 -A SALES: $T01 xE: 4>O SP. ✓4O 11,111 4F. 3O 16 (I) EXIT MOPE) # 660 (3) EXITS REG'D TYPICAL NOTED: 1, ALL RACK $TAE 844ALL ISE LEGS THAN 6' HIGH. 2. GENERAL. Cat&ITRACTOR WILL ISE REOPCNSAIBLE FOR APPLICATION CATION APdD RECEIPT OF PLUMBING PERMIT TAN THE KING couNTY HEALTH TELEI IDNEt (2O(.)2S6- 4200. 3. dac. IS R!E'SP ONSAbLE TO PROVIDE COMPLETE DESIGSN/ISUILD PACKACTE FOR COMPLETE FIRE PROTECTION SYSTEM THAT CONFORMS TO ALL APPLICAESi..la co a& 8 ORDINANCES. •LAN REVIEW ANN PEWIT RECEIPT SHALL e2ROCURIED FROM THE TUIIJILA FIRE OEM, TELEPHONE: (206.11M-4404. SUISCONTSIAC:TOR S HHAL.L eELECTED FROM THE CITY'S AFPID UL LIST SST; Ti�GAi 1' -6 T. 4. iSUILDING TENANT SHALL PROVIDE ALL I' - CTION/&TRJCTURtAL OBSERVATION AS REG1C3 BY THE CITY OF TUKWILA; G.C. SHALL COOPERATE FULLY AND SCHEDULE TH1e WOK AS S. GENERAL CONTRACTOR SHALL PAINT EXIST"G EXTERIOR CF ENTIRE WILDING. 6. STSA ILITY OF THE STRUCTURE PRIOR TO COMPLETION IS me MULE RE3pONiSIIBiLITY OF THE GEMESIAL CONTRACTOR. THIS RESPONMILITY INCLUDES I3UT IS NOT La1ITTL TO J@f$ITEE SAFETY, ERECTION MEANS, MET 4ODS, AND SEGU!NGE6, TEMPORARY ',MOPING, PORII,OCRIK, AND MUCKS: USE OF EQUIPMENT AND CONSTRUCTICN PfKocepuRes. t 31Asa ra sMIT 16 A. SEISMIC: ZONE 3 PER M9I MC. V• W e ve13ASE 914EAR Ze0s,- IKIO, C012.13, P' 6, tUSiI*AD LOAD OF P CR'TICN OF Muit_PING. IS. WIND, P C Cgs eI, IBASIC WIND espego ■00 MPH EXPOSURE CLkesIP=ICAi'I0N 113, IMPORTANCE COEFFICIENT I .O. UPLIFT -EMCi OWD ROOF AREAS: A NET 0P-2/3 (DESIGN DEAD LOAD). New FPXTU SEE ELEc i.� / M� .u� /. 1 a, VICINITY MAP I A. ... ►.. WALLS I. P. a DAWING Misr —L CAPt NEW LIGHT'G ---' FIXTURE SEE ELECT, A- ID C -I 4 -2.0 A -2,1 A -30 A -3.I 4 -4.0 EXISTING F. P. SITE PLAN OIL/WATER 6EP ERATOR DEMOLITION PZLOOR PLAN FLOOR PLAN BLDG ELEVATION 4 I.UALL SECTION WALL SECTION 4 1 ETAILS REFLECTED CEILING PLAN TENANT FIXTURE PS°LAN -- EXISTING' TOWER SIGN- PAINT POLE, EP -2 NEW SIGN ISY TENANT )✓` - et ♦ 0 m -EX AL TO FAINT E TINS IN- * kl -2, TYP. r ua 0 0 EXISTING LANDSCAPE AREA EXIS�TINc SANITARY SEER EASEMENT XISTINIe L 'SGA rT� EX10 -. LAND CON* STAIR 0 Y. EXIST'G PIV ----`� EX18T N L i. .. • EXISTING EXIT P'JRI VE COVE EXIST'G ASPI4L oRI VE - IP'DL E W/ PLANTED LAUJI,1 TO MATC'14 EXIST'G \*A A —EXISTING ENTRY APPROACH CH DRIVE --NEW L. IGHT'G FIXTURE SEE ELECT. SITE FLAN SCALE: 1/16" m 1' -0" NOTESI NORTH 1. c 46i -er) P°APKINti STALL STRIPING TO ISE sitemo` r). RESTRIPE ENTIRE LOT AS SHOL N INCL NEW PAVEMENT MASKING') (ARb% u$. SYMBOLS, NOTeed AS INDIGATEP ON SITE PLAN. 2. ALL CURBS ARE EXIST'G UNLESS NOTED OTHERWISE. • SEPARATE PERMIT REQUIRED FOR: p MEGHANICA ELECTRICAL 14PLUMBING 0 GALS PIPING CITY OF � 1� BUILDING FILE COPY ��� rov�lPs are 1 understand that the Flan Check approvals of Subject to errors and omissions and approval plans does not aL,thorize the violation of any adopted code or ordinance. Receipt of Cen' tractor's copy of ap roved plans ackntWiedgo• PIM REVIEW FOR COMPLIANCE WITH DIE RRIOWING ORDINANCES ONLY YSTRUCTURAI PER UNIFORM BUILDING CODE 0 NONSTRUCTURAL PER UNIFORM BUILDING CODE 0 WASNI,iGTON SPATE REGULATION FOR BARRIER -FEE FACILITIES 0 WASHINGTON STATE ENERGY CODE SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN DATE MAHAN & D£SALVO, INC. s Calle MAR 1$1 -116117,11a4-\ LU z z z sot z U T H C E N T E R 0 z z 0 0 Alit CHI TtC1 USE z 0 z w 0 PiANte4Nti AHD diANAGC.14ENT z 0 Lam' z 2 w N 4 w 0 a LLC•PANAYIM4 PARTNES Sitir, P3 m3O FAWCETT SUIT! 309 z c.3 s PERMIT Cr-I2 ElID 03 -Of - 6235.000 �xc.+ �e�cc+ caoa�ocn' u�aresssnz�: :.?�a+:car��.lusrs�ssxFr+..;x+t �'sa�° • f1; I. (i (I lin III; I 1 11111 111111 5 6 .:::. 7 If the microfilmed document is less clear than this notice, it is due to the quality of th© 8l Ll 9l GI bl 1111[111! alb!IlillllilW IIIIIIIIIII!1111111 IIZ 4Z IZ Oz 6Il ll�l�i! 1111! i (1tJl�Illii!!II!1!!IIIIil!! "II ,priginal document. CI Zl II Q L 6 S3 + 1 HP!!II 1i!1111l1lP1 III! Il!illhi!!1!I!1111!1:1!II1I!11 4 sNs ....:0.a.. �.x:.v.. l.ia•'...a.a..aC. ;:z;;fr4 r.M...;a- .,,)r`a.': / / \ \ / \ \ X \ / / \ /� / \ \ \ /1/ ` \ \ EXISTING LOADING AREA % NO WORK rte-- EXISTING F.1-4. 12A.O' -- EXISTING UTILITY EASEMENT .. ----- oV190►Aa �tl4.)' J.- 11( 1 EXISTINCa --1 DUMPSTER TO REMAIN .r - r- ! \XI TINE LAN APE AREA \ EXIv' NG TRANSFC 1trR :5I SI 2 S A •Si-S1 1607, 4 ✓. ,, iv P�fNyflq. ;'' 2 r TRE', 1 26 rra .i. ' op + fTU L4 CObPS:!FIA 11 I5 1.1;t4..11;: 1°"`" c1, VPLAs4 oR ...._.✓d _r.,.. NIA( rr1 -- ... (Mt (41 :, , llt. 1IR PR / a�:E/ri,Cf „I • a >r , (s << S :AfTN c: VICIN TY 4F /NEW & WTG j 1~IXT SE ELC j% 1 / f. LANDSCAPE COG EXISTING F. H. .- EXISTING TOWER SIGN - PANT POLE NEW SIGN TENANT \\ ,\ \ \ / / \ � i --- \ NEW LIGHT'G — FIXTURE SEE ELECT. ---- -- • NORTH FiROJEGT INFORMATION PROJECT ADDRE89: SITE AREA: 1855 SOUTHCENTER PARKWAY TUKWILA, WA 98!88 64,440 SF. OR 1.48 ACRE, BUILDING AREA: eALEA AREA: STORAGE AREA: UNUSED (21.1cd Floor): TOTAL: 19,1'11 4,30 A,249 PARKING PROVIDED: STANDAPD (9'X20'): 40 COMPACT (8'XI6"): 4 H.C. STALL (I VAN): 2 TOTAL: SF. SF. F. SF. STALLS STALLS STALLS STALLS APPLICABLE CODES: UNIFC>F01 BUILDING CODE, 1991 EDITION WASHINGTON STATE BARRIER FREE CODE, 1991 EDITION UNIFOr1 MECHANICAL CODE, !991 EDITION TYPE OF CONSTR.iCTION: v -N, SPRINKLER THROUGHOUT OCCUPANCY CLASSIFICATION: 5 -2 OCCUPACY LOADS/EXITING - -- UF3C TABLE 33 -A SALES: 4,306 SF. 300 STORAGE: 13,111 SF. 15 (1) EXIT REQ'D 30 (obO (3) EXITS REQ'D TYPICAL. NOTES: 1. ALL RACK STORAGE SHALL BE LESS THAN 8' HIGH. 2. GENERAL CONTRACTOR WILL BE RESPONSA!3LE FOR APPLICATION AND REC.E!PT OF PLUMBING PERMIT TI-+RC UGH THE KING COUNTY -ZEAL TN DEPT., TELEPHONE: (20&)296-4920. 3. G.C. !B RESPCNSAf3LE TO PROVIDE COMPLETE DES!GN/E3U!LD PACE FOR COMPLETE FIRE PROTECTION SYSTEM THAT CONFORMES TO ALL APPLICABLE CODES 4 ORDINANCES. PLAN REVIEW AND PERMIT RECEIPT SHALL RE PROCURED FROM THE TUKWILA FIRE DEPT., TELEPHONE: (20Cry)515 -4404. SUBCONTRACTOR SHALL BE SELECTED FROM THE CITY'S APPD UL LISTED CENTRAL STATION ALAf COMPANIES LIST. 4, BUILT INrx OWNER SHALL PROVIDE ALL INSPECTION/STRUCTURAL. OBSERVATION AS REQ'D !3Y THE CITY OF T JKUJIL A; G.Co. SHALL COOPERATE FULLY AND SC:t- IEDULtr THIS WORK AS i EQ'D. E%IRALING LIST ARCHITECTURAL A -1.0 SITE PLAN 4 -2.0 DEMOLITION FLOOR PLAN :a -2.! FLOOR PLAN A -3.0 BLDG ELEVATION 4 WALL SECTION A -3.1 WALL SECTION 4 DETAILS A -4.0 REFLECTED Ci':ILING PLAN A -5.0 FINISH 5^4-IEPLL E 4 DETAILS EXISTING SANITARY SEWER \ EASEMENT TING \ 1LING \ aj IN \\ T k ` \\ EX�tlNG \ \ \ \ HAN4AILING \ TO REMAIN - NEW PAINT XIST \LAND EREA EXISTING LANDSCAPE A!;A \EXISTING L' ANDSCAP \\ \ A A- -CON STAIR \ ASSE LY TO BE i~'!C.•VED\\ \ f_. NEW CURB - TO MATCH ) I EXISTING s? O. LANDSC:AE'E Xl ti ARE.. "'_._ -° EXISTING EXIT DRIVE EXIST'G 1V _- rte` 20401 EXISTING LANDS.ARE-"'- • EXISTING LANDSCAPE AREA_��_ 3s 43r_ REMOVE F.XISIG ASPHL DRIVE- REPLACE U1/ PLANTED LAWN TO MATCH EXIv' T'G kri . 4.4r ° AD/ StL� `---- EXTIt G APPO4CH -4 — NEW LIGHT'& FIXTURE SEE ELECT. _ -r SITE FLAN SCALE: I /I6" NOTE S: NORTH L DASHED PARKING STALL STRIPING TO BE REMOVED. RESTR {PE ENTIRE LOT 40 61-1OU1. INCL NEW PAVEMENT MARY!RiCs°y (ARROWS, 8YT" 180!.8, NOTES) AS INDICATED ON SITE PLAN. 2. ALL CURBS ARE EXIST'Cs UNLESS NOTED OTHERWISE. APPROVED PER PUBLIC WORKS LETTER DATED „g 1 cad tit LEg 0 ARCHITECTURE PLANNING AND MANAGEMENT 950 FAWCETT SUITE 300 S ACOAMA, WA. 40402 FACSIMILE 206.313.3047 TELEPHONE 206.353.301E MCGRANAHAPt PARTNERSHIP, PS Lig 0 LLA SS14 MIMED iattr STATE OF WASHINGTON ins HAM AIOD11.* PRAWN IASUI com., S2.35.000 • Ci ruKwiLA woRKs RE ENE 1.3 Cal" OF TUKWILA PERMIT CENTER TUT r . ,.- i 1 ; 11' 11 11 I1 I I I'� I I I, I I I1,., rl III 1., L �'i ' 'i;tl, ..I ` f I + 111.1 4 15 6 7 8 NCNB: if the microfilmed document is legs clear than this notice, it iii due to the quality of the .origins L document. 111 ,t3.1111III'II11 I1IIIIIIIIiI1(III 11111111111111 ? i 10 11 M D€116 RMA:.Y 12 e s e z L Y1" n 1111 I; iIlilllllilIIl1II I111IIIIIIIIIIIIIIII111111111111IIILI 11IIIILII:l! III{ UIII1U!l 11111IIIIllull !11ll!l11IIIIIIIIIIIIIf!!! flip ,1 1t4► llillllOI111111l111 {I!nIIIIIIiIII!illlllilliltlll e1. orr'a�. ee r'', i85e82 • .'.AS ill :.r'Si. .k:.:- _ --''_ .'_4 e _ MATCH EXISTING E It t'. O INLET,,, EMOTE! GRAPHIC SCALE Sit sg INV. ELEV. 13.16 INV. ELEV. IBJb frit�. o. • (INF. T) 1 snob 20 ft. - EXlST1NG F. H. 12" CMP TEE BM - NOS monument N254 brass cap disk set flush in a drill hole at the northeast comer on a 3' concrete base of a traffic Tight support pole 67 S.E. of the centerline Intersection of South 180th St. and Southcenter PKWY. ELEVATION 28.51 EXIST.CB TYPE I --. EXISTING ID'• UTILITY EASEMENT aei fV ff...!"._MHli: 144 r 04 rr�01 W'D Z1w1g4 X43. Cr", 47140 A•0ied% ' FILTER FABRIC METAL FRAME HP GRATE •181' - OUTLET PIPE .7.,. 1 f!LLI9_y f -- EXISTING LANDSCAPE AREA EXISTING 7 POWER TRANSFORMER CB TYPE I1 OIL SEPERATOR DETAIL NO SCALE EXIST. tB TYPE I a eV eV IN E W R A C I E I C L I N E N S T O R E LANDSCAPE AREA 11 EXISTING SANITARY SEWER EASE, ENT EXIST SS MN RIM 23.00 EXIST. CB TYPE 1 IUM 23'06 INV. 12" IN 17.36 INY• 12" DOT 11.36 LANDSCAPE AREA "- -- EXISTING LANDSCAPE AREA EXISTING LANDSCAPE AREA EXISTING LANDSCAPE AREA .. ----- • AVI t /aST art. PNG •c;- OAST 10" voivele NOT FOOffD EXIST C8 TYPE .11 AIM 76.22 INV, 12" W 18.57 INV. IZ" E iS.51 CENTER FL 17.801 EXISTiNG EXIT DRIVE ExlsrG PtV v~ 0 Z) c LANDSCAPE S1▪ 1'59'5'3' ' 59' 5 AREA EXIST. CB TYPE T � --�" RIM INV. 8" OOT 20.59 fly � -.�•- A \ -•-• -- EXISTING ENTRY APPROACH DRIVE EXIST. t8 TYPE! INV I2" IN 18.01 INV. 8" IN 19.91 CENTER FL 17.51 REMOVE EXIST. TYPE I t8 AND REPLACE WITH TYPE R t8 - 48" PER DETAIL RI •Ob MATLI# U1STIN6 INV• I2" (MP, IN 13.Ib INV. 12" CMP OUT IB.Ib CONTRACTOR TO PROVIDE TEMPORARY PLUG IN 12" WEST STORM LINE DURING' LONSTRUUTiON. PLUG TO 8E REMOVED UPON COMPLETION CONSTRUCTION. CB INLET SEDIMENTATION CONTROL DETAIL P10 SCALE EROSION/SEDIMENTATION CONTROL NOTES VICINITY MAP NO SCALE 1. Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, pipes, restrictors, channels, retention facilities, utilities. etc.). 2. The Implementation of these ESC plans and the constriction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/contractor until all construction is approved. 3. The boundaries .of the clearing limits shown on this plan shall be dearly flagged In the field prior to construction. During the construction period, no disturbance beyond the Gagged Bearing limits shall be permitted. The flagging shall be maintained by the applicant/contractor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed in conjunction with all Bearing and grading activities, and In such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded (e.g. additional dumps, relocation of ditches and silt fences, act.) as needed for unexpected storm events. 6. The ESC facilities shall be Inspected daily by the application/contractor and maintained as necessary to eneure their continued functioning. 7. Any area needing ESC measure, not requiring Immedlate attention, shall be addressed within fifteen (15) days. 8. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 48 hours following a storm event. 9. At no time shall more than one foot of sediment be allured to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into the downstream system. 10. Stabilized construction entrance. and wash pads shall be installed at Tho beginning of construction and maintained for the duration of the project. Additional measures may be required to Insure that all paved .,real are kept clean for the duration of the project (RCW 46.61.655). 11. During the time period of November 1 through March 31, all project disturbed areas greater than 5,000 square feet that are to be Lett unworked for more than 12 hours shall be covered by one of the knowing cover measures: mulch, sodding plastic covering. GENERAL NOTES 1. M construction shall be in accordance with the City of Tukwila 2. Approval of this drainage plan does not constitute an approval of ary other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.). 3. A copy of these approved plans must be on the Job site whenever construction Is In progress. 4. Construction noise shall be limited, normally this Is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. 5. It she!! be the contractor's responsibility to obtain all eonstructfon easements necessary before initiating off -site wcdc within the road rights -of -way. 6. All utility trenches shall be ba cldd led and compacted to 95% density. 7. All subgrade shall be bakliUed and compacted to 95% density. WSDOT 2.06.3. 8. Open cutting of existing roadways Is not allowed unless speci 1calfy approved and noted on these approved plans. 9. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. My work within the traveled right - of-way that may interrupt normal traffic flow shall require at least one flagge( for each Zane of traffic affected. AU sections of the WSDOT Standard Specifications 1 -07.23 - Traffic Control shall apply. DRAINAGE NOTES 1. All pipe and appurtenances shall be laid on a properly prepared toundatioi in accordance wish WSDOT 7- 02.3(1). This shall include leveling and compacting the trench bottom, the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyie3Ung base. 2. Steel pipe shall be galvanized and have asphalt treatment #1 or better inside and outside. 3. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk, shall have solid locking lids. STORM P1PF SCp• D(JI PVC: ASTM D -3034 SDR 35, GASKET IOiNT - ALL SIZES, BEDDING CLASS B, TYPE I OR Ii. CONCRETE: ASTM C -14 CLASS III FOR SMALLER THAN 12' ASTM C -76 CLASS iV FOR 12' AND 15- ASTM C -76 CLASS fit FOR 18' AND LARGER DUCTILE IRON: ANSI A21.51 CLASS 50 CORRUGATED CMP: PJAfETER 12 -21' 24' 27' -36' 42'•60° 72'-96' HIGH DENSITY POLYETHYLENE PIPE: 1CPEP) SMOOTH BORE - TYPE III, CATEGORY 4 OR 5, GRADE P33 OR P34, CLASS C PER ASTM D -1248, AND SHALL MEET AASHTO M -294 ALI, GALVANIZED STEEL SHALL HAVE AP'INA TREATMENT I, ALL CMP SHALL HAVE CLASS B TYPE I BEDDING - GALVANIZED STEEL, CMP SHALL MEET THE REQUIREMENTS OF AASHTO M -36, TYPE I, ALUMINUM CM? SHALL MEET THE REQUIREMENTS OF AASHTO M -196 TYPE I. GQIJ1(L'OATION 2 2/3 X 1/2 2 213 X t!2 2 2/3 X 1/2 3X1 3X1 CAMP PYPE SP6CiFSA ALUMINUM �AUO8 16 14 14 12 10 BAND AND 2AS. w n1 12' 12' 12' 24' 24' STEEL SAND AND r,AU08 GASKET•WUDTH 16 12' 16 12• 14 12 12 12' 24° 24' NOTE: TYPE OF MATERIALS USED SHALL BE AS INDICATED ON THE CONSTRUCTION DOCUMENTS. RECEIVED FEB 2 3 1993 TUKWILA PUBLIC WORKS APPROVED PER PUBLIC WORKS LETTER DATED .r911 /de" RECE VE`? CRY OF tUK' [ . 1 FEB 2 3 1995 FE,sTMSTE CEPTTF..R DESIGNED PGL DRAM TDB NECKED _ RDS _ • Engineering Planning Consulting Penhallegc•n Associates Consulting Engineers, Inc. 760 SDCTH STREET SOUTH SUITE 200 KIRKLAND, WA 06033 (206) 027 -2014 PACIFIC LINEN 111855 SOUTHCENTER PARKWAY TUKWILA WA. 98188 DATE FEI~3RUARY§ 1993 SCALE AS NOTED PACIFIC LINEN SOUTHCENTER OIL I WATER SEPERATOR JOB NUMBER 93611 00 SHEET C1 0• 1 • Ii11�Ii�in!'ii :1111111111111111 11 I JIII (� 1(h TNS INCH 1 2 11 1111111 111°1.11 I., 1, 1...1 TO I !`1 11. iil,.111,I; ' S 6 s ; :±tOTEe If the 83icrof11i ed docuanent: Is less clear than this a notice, it is due to the qua Lity of the priginai document. 1 11 -- ....._.. -- ;- ....'..":3� ..:,- ri:.i... .,,.,...,- ,....�..�:.- >..w- 3.++.-:•wi•': grew• r. �. t-,+: s.... fa .- r� :i�..,G�.e'aL:TS'ii.:iie•rr Z leZ CZ si 11Y . ,i IrrI: . 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VE- EXIST* -.J /1 r,- Exl$TIt4 -- EMPL YEE I SSiS SEE NrTE i / ir�j re 11 ; /! 1 U E�cISTING I--'f ' 1' OV FJCE 1 i i n I 71 11 1i 11 11 1I 11 1 I1 1i EXISTING TRASH DUMPOTER TO REMAIN r „ EXISTING ELECTRIC ROOM NO WORK NOT .u__........�.:..�.- T , � 1 k oxler'ix WILLS TO OE LOVES EXIST* WALLS, 0, 4 WIM,IN TO REMAIN E)(IIT'C$ RAISED CONC. PLR l3LA1 TO LSE stemovaD s #EE 1 y r \7 kir v J/ 1"7 1 $3 s.J /,i/I 2X4EXiWgTIN 8'TL t- ,f TO REMAIN 1, . 0 EX!$T'G CIA — TO REMAIN e AREAS A8 IND cover) EXIST'O RAISED MM..R • +0601 CARPET L L L./ ! r 11 MEZZ ATSV. JXISTING emuCT. COL. T REMAIN ICAL. ALL EXSIT'G INTERIOR FLtR 4 WALL FINISHES TO SE ICEMOVEn UNLEe6 NOTF.3? GTMER6 II4E. CONTRACTOR TO PATCH A9 Raw TO RECEIVE NEW MATLS. SEE FIWISR SCHEDULE O4 S 4T. A -•JO REMOVE ALL EX1ST'G FINISHES. S E AND $4-IT. A -S.O FOR NEW CONFIGs., NEW CONSTRUCTION. 4 NEW FINISHES. .i� / REMOVE ECOINTER ._ �r.. -alos rn(leTINiGt -- 014.I T REMAIN EXIST"* F.. • 0.00 CONCRETE CONTRACTOR TO MOVE EXISr'c' CEILING a AREAS AS 11.4OIC.ATE!? - _4 SEE 144T. A-4.0 WTo EXIST' COL_. TO DE REMOVED - TYP. t'S) Ft..ACE + SHORING .46 REar, EXIST'G PORTION OF WAi I. TO ISE I tovEr -• &EE S 4T. A -2.f FOR NEW 0046T!WT. = = = = EXISTING. ExrtRlc STAIR 1'O.._Ii"IA1N r ON, = = = - EXISTING; M LI ; '1LASTEIR TO PISMAIN TYPICAL. 1 CONTM4CTOiR Tp votry t E!MO war) • . XIST'G effRINcLER Rl - :.RS W/ SfRIN , E « TOR r I 9 I ' EXIST* IMF. * ODO CARPET I�11 1 ( C EXt&T'C31 il i €3lltI..EFR foe ! RISER EXISTING SPRINKLER RISER ROOM EXISTING }% ST T. COL. TO MAIN TYPICAL — --EXIeiTIi+ a STOREFRONT TO REMAIN ftsT'a STOREFRONT REMOVE EXIST* CER rIC TILE J EXIST* CIA FRAMING TO IEMAiN me DETAIL EXIST'C!s CO NC. WALK 4 PLANTER — ktroo 1 st ►1 REMOVE EXIST* 1 CERAMIC TILE] 1 XLVAINO SALES AREA EXISTYs IMF. 0.00 CARPET 11 CCNTIRACTOR TO REMOVE EXIST'Cs CIA, DROP SHIT.: PRAM* EXIST'Cs SALE AREAS SEE SHT. A -4D 4 DETAILS FOR NEW CL& C t•ISTUCT. 5,21-37 ‘,` i ..� ... .......... f �, 1-x-1 \\ `'� / 1 •i \ ; N. 1 ►!! k,:.7.-,,,,,. - s- illt)",-.:4-N--;Al. ----t- ' REMOVE EXIST* CERAMIC TILE WI It 7-7 L _- SEE 844T, FOR DEMO REQD CONC. STAIR 4 CONC.. PAVING —I _ -MY/EXIT ► 4c, • 110...95.4 :?i ISit14.:211..ALZSifik __.1_.__.___ EXIST* CONC. WALK - - - -1 DEMOL 171 ON EXISTING 2Xit t11fi3 STUD WALT. !-~ ---- EXISTII ENTRY/EXIT Exterat i f crsoNc, PAtir 4). v 4c z ot z 4t ese kit ta z u AN CKiTgt'id� z z 0 0 Pt. ANNltiG #441) W 3 z 4 2' I. tilt 14= 0 7.4 0 F L.AX 3i r 4 te wa Yy 4 f It 02 -:12 -° I30 C7$ -Cl. .liiviAfN+� �. _ . ` � � �. a�. wv. Y�3.'. �n< J3} �'} M• 7..' rii! �` :tV%'i��+�.^,iZV= ?P..��y.''ki7 111111111111111111111111 0 isms 1N0H 1 2 III' III II�� I,(I;l r I1.1. it 'I1 ` 1111 1j,t I`: wit! 11.11111`11tj.1 ` 1 III 1 I I littiiiIt 3 I 4 NOTE: If the microfilmed document is less clear than this notice, it is dm to the quality of the original document. 6Z 9z 9z viz ' e� Iililllll, IliII�IIIILIIIIiIIIIIIill�li� {IIlIi��IL111JlLIll11 zz ca o : 61 It hi 91 51 OL 6 a L 1(1111 I11I111 ►tl111I11111111i111IIII111l1; 1{11 1111 111 iliI11111 II Ji!IllIIlJllIll 1111lIIIIII i1�IIII. �i111 1 !1ill.lII,I�III•.liilll!!ii[I;1 tJt �.,: _::.`K ....: .. •.<, ... ..:_tGU � ...5. >.. _.. .. __ -_... G.a.- r' - - "itq .i_..e..%.Tr+ii.,%- 'S_rS. f`d':^t.- `:'.s_.r. .. floor plan WALL SECTIONS ELEVATION 9 >Z: 6 /a" &i '' AIN SEE 2X4 1e" O.G. EXIST' 3X12_, 3/44 ?. 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EXI6T4 2XI2 JOIST' 0 I6" 0,C. E)cl$r'G 3Xi -- !.'* 163/ 3 " i A. BOLT " .C. 2X4 0 16" CC.---- . 3/4" X ?O In" GLIB Sib" GUS ENCL084.11RE COL. W/ RAMO 4 MIRROR SURFACE BEYOND i- EXI$T'G 6 PR011 1D e3 Ft_ueW 113/ TOP OF Xi -'TSS MEZZANiNE FL}R POS FL 0 Idi ^T4— 3/4" ft !"1B a 8" O.—_/ STAGGER A8 614O04 EXIST'G 2X12 JOIST • *" O,C. 1 LEDGE R ELEv4TiQM �ECT. GIT" BEAM � SCALE: 12•• , •• DBl. eir PAC2N 1.1D8A EA 81DE NOTE1 NOTCH EXll6T'Cfi1 STUDS FOR ,ENDS OF r 440LDOWN --- EXIST'Ca 3X12 SOLID •LK'G 1 1! 11 11 Il '11 EXIST'G 4)0 POST , i 1 TO REMAIN - PROVIDE 11° FElT i I STILIN PO6T . CluILL 1 ELEVATION SPLICE IN EXIST'G 3>d2 LEDOER VAt. 4 $C:1`. lei SAE: PROVIDE IS* FELT STUN i T -4C CMU WALL . ---17 _ "-A . �„r._, f xi 4Xfib POW - -'_,......,} , i - • - !! i. I If "4 i( 1I 1 ii 1 I ii Vier* 2X6 O0 141+" OA ii 11 FOR WO OF W.a.KX4J I A'P''1'"d 4 i !1 F NOTES GV Bt.9C'6i AT°TAld1'1'P GUS I PL ICE MOO W/ (3,) l* 1113 4 r% r" � ett SIB 4416 ! ; 3 "X1/2"Xl'4106 63111 !E W/ (4) I" MI5 / / / /// // /' // 77/'7'7 7'7/'T7 FMEYOND BOTTOM C,P EXIST'd LEDGIE4R BEYOND T6 4X4Xl/4" fli at 6 314" )X 28 Ian G.L. BEAM 1/4" SIDE Fre 1/4 CAP M. DETAIL r OPP 3/4" BRA it '/4 � INIATALL GUS le Dll r/#L L!"KD (3) 3/411 A Bi�L.T�- 03" TOP 3 X0'1 Amp 4 mr) MGT) Orl VOND 6PACtER 611114 T6 COL t PAW UJI 3/4" I: ovr Bkpt LINE FOR CO WIN!) BELOW -SEE t s CT. gN 36" EMBEDMENT z w' X. X fig 4X4X1/4 12 1OOX31 /4 "X111 ILi/ (4) 3/4" O MIS C4 3/4" GPROUT EXt8T'G BLAB _ -w x '1- LOCATIONS N W cOMC. 0i.. A ExiOT'Q1 FP. 0.00 �] LOCATION SPLICE iN EX16r'G 3)fl3 LEDGER 14BAE� DE w� SEE PLAN SIZE 4 iRE NF. fn FCC@ FOOTING 8E4Rlis -1 SEE NC9TE POIlNt?ATIG�1 1?IBit�l Gt'�IT>IA (2N\p »I. ` NEW COLUMN GALE. 1/2" I1 -Os' is [�•-- -ia¢•- 7- 1 1 --EX WIG SLAB TO BE REMOVED .- OM.•MwA. Mr.Y 04 X 1' 0 "'. .C. DOWEL SET N GROUTED WOLi `•-NEW CONC. BLAB EXi6T`G F.F. O../4 EXIST'G SLAB ---, TO BE i1REl1O\1 D tiff L NEW CONC. &LAB { c.�ivT $11.10 WALL, POTION OP EX187103 CONC. 6L44, t EXIST'G 8" CMU WALL TO 1IAIN EXIST'G FP 0,00 '94 X 11-6" DOWEL • 24" O.C. ::WOXY COWUTED I-IOLE 6 NSW SLAB 3Xt0 POST 4 2X4 ACER- SEE DETAIL 7 NEW 2X XIST'G 2 W/iU6GId Dine •AINT' -$gg! " lom• i1n se 4X4XI/4" 4 STL R 25r.rOND i 2) 1',6LK'G, T'rP. 2X4 STUD FURRING 1"1/8" GUS-PAINT SE 2X4 STUD 1.1 1 0 IrT► O. la C0-::.LM . UMN 11/2' '-: 1' ' { a'� t -T' •:r.r��` YAP rid "` 11111 IIII1I!I(i+ 111111111111111111111 1111111 11111 0 16TH31NCH li�'�i m , FIT I, ; 11. 4 5 DOTE: if the Microfilmed document is less clear than this notice, it is due to the quality of the original. document. Le OE 6t et t,: 91 9t tit CI, Zl tt Oi, 6 1 r, 1 I I I ill ) lll�liil�lllilll ,l,l1S11111liIlIl 1, 11-: lI1LU. lJI�! ��IIIII� (Ili{Jl.ii)11Iilllli..�J(liiiri �Il�iiiliilll )liilii.i�iiiili�ii�ililliiii w/ 7A�i 2 0 E ION T"G 0 NEW SEE AN u! 1 ---- EXI$T1G 2X12 �* JOIST • H�" --- \---- 6IMP6QN A36 ELEVATION ELV4T� 4 SECT -NE6�1 4X4 PO6T • EXIST'G 4X4 POST LOCATION E)t18T'G SLAB TO SE tai" lO'vED fMff I 17 EXIE4T'G FP 0.00 --NEW CONC. SI..S FTG * 1 L TO II MAIN F0 DETAILS 4 CALLOUTS IN COMMON SEE a) SECT. 6 NEW SLAB C1-11P OUT CONC. ----, 8LA@3 AI'! IRE�Q TO MATCH / 11 EXI6T'G e4..4 TO S 1146110vilp .% %G '.4' :?''/•rf ei `IIIP 11u41 • Z—NEW CO C. SLAB L , w 11 CT. 6 NEW SCALE: 1/2" .011 STUD EXI9T'G w/ w SIDE EXAM `G $" C11.1 WALL--1` EXibT'G STUN WALL 4 TD011�TION CIS E)CIOT'G FIG TO REMAIN poem F.F 0' .00 FOR PETAiLS l CALLOUTS IN COMMON SEE ! ' _1 S T4,7_ 3 7 /7 - --- NEW 2X4 STUD i6"O.C. / I �1v W 1318" 3 F'.+AiNT -1 •s __ _-- *e EXI�3T'G SLAB \ TO BE 1 D ,kr...4.re/Sreff SECTION EXIST`G WALL 5TLIO WALL EMSTO 3X12 tfiLKG GILB WA STEM, SLAB TO 114STIAIN SRI _ ' ._ .w.•. sr .a• i L -- NEW C:f>FC. BLAB ODO IN COMMON SEE tzt fo LAA Fr- 0 tot Ag 0 44C CAtB ftn N4 .41 0 10 z..\ r r.,...mi � ; A %i #, ?gSN.T 1 Pr1�r.�: �C3dd Pl�i~ lAs�t� in�;3t sly![ bf�t � tum; urq`1if�tisr! ��taid shell �:b>sc6��it1 �riti PERMIT 02712-;,.53 elisokill1". Areas desigheted."Struetural Seoltfill* evil be filled With emireyisj.,weliveds4. bankrun materiel. Maximurh slke Of rook 4". Frceen 60, Orgehio materiel Arid deleter..10110'• Matter riot Nrtirmati. Compam. to at" least 98% itt trttdrhurn density, es tleterreilheid Int ASTNi 6.150, 'Contractor shell torerelse eArethe Ore their* 43-x0J-onion to avoid tf,ertie0S tO•bOrted lines, 104' *owl other Cohcaeled items. Ahem ecovery, d6 hot loreoeetWAY.t.;, SCALE $ I I/2" • 11- n.�..•M•.i..:i�i. ,,n nn.Aip: • :Ff y 151, ¢.t rr, ;s � s ? } I I .,iI I4�.i � • t r ' 0c 6Z ee !.4 9l sZ �iZ ' EZ ZZ ! 1 1ti,i1_Iiit11(i�1i ii1 (LiIJ(I)IJI�iI(�illilll1ii;i ii ililii�lililK���Ii�III�IE it 11.11,1 111111111111111111111111Ii1111 111111 9 10 11 MxEIHOCRMVr 12 . t +� E milli II milli) i!!IIIII {�Iilllilil�11111ii REFLECTED CEILING PLAN ELEVATIONS PLAN ROOM FINISH SCHEDULE