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Home My WebLink AboutPermit D2000-313 - CASH AND CARRY - TENANT IMPROVEMENTCASH & CARRY 230 ANDOVER PARK EAST D2000-313 0.14 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0100 Address: 230 ANDOVER PK E Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor License No: RBICOI *13203 CASH AND CARRY 230 ANDOVER PK E, TUKWILA WA 98188 ROSELLINI ALBERT D 5936 6TH AVE S, SEATTLE WA 98108 JIM BRAY 1807 132 AV NE ill. BELLEVUE WA 98005 R B I CONSTRUCTION 1807 132 NE, BELLEVUE WA 98005 ******************** * *** * * * * * ** * * ** * * * ** * * * * * * * ** *ti kit* * * ** ** * * * * * * ** * * ** * * * * * ** * * * * ** Permit Description: TENANT IMPROVEMENTS: DEMOLITION OF LOADING DOCK AND REPLACE SOME SLAB WITH INSULATED SLAB. PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING AND STORM DRAINAGE CAPPING. { ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 180,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: Fill: 220 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2.492.89 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -313 ISSUED 12/01/2000 05/30/2001 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 Streams: Phone: Phone: 425- 881 -1985 Phone: 425- 881 -1985 &C2-ate: I Z`" � I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the perf ori(iance of work. I am authorized to sign for and obtain t h i s development p Signature: � e 4 C < Date: �2 -1.-6 Print Name : 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. z . HW u 6 D J 0 U) 0: W W 0` H W. ` '0 N! = 0 • I- — 0 - 0 �'; z 'Ad dress.: 230 ANDOVER P1:; ,Sul te: • reliant: ivise: DEVPERM • .Parc.el 1: Ur 1 .wILA Permit No: D2UU0 -31. Status.: ISSUED Applied: 09/13/2000 Issued: 12/01/2000 '.k**** • k **** ** k*kk" k" kkk* Wk: k" kA: kWAkkkk kk•kk•kkkk*AAA•kkkkkkk*kkkA*AAA Permit Conditions: ( Z 1. No changes will be made to the plans unless approved by the t m w 'Engineer and the rukw i l a Bu i l.di na; D i v,.i s.i orl . • r 6 v ' . When speciai inspect "iS _rerruired. either, the owner. UO; architect or engineer shall notify the Tukwila - Building ? rno . rn Divisitn of appoin:tment of th'e inspection agencie ;. prior to w= the first bui,i,ding inspection. C'ooties of all special i J~ ' insuectio eports' shall: be `submitted to :.the• Bui l"dina. W O: Division in'3 time,lv'riranner. .Reports shall contain address, 2it project name . , o'erni i t number and tvue of inspection: being g Q , DPI i orined : ; N D ,The soec_ i a l 1 nsoec.tar sha 1 . . 1 ubm f " t. ;a f i n a l signed r ~euort = W stating` whether the work, ;r.�eauirina. special inspection :.was, .,:, ,o' the,; best' of the insuector�,'s k:n`owledge, in conformcnce i ? ? with, aoDr owed plans , and specifications and the abo l i cab l p ! z worl.mansh i D orov i s i ons:.at the UBC ; mow . Any new ce.illnv grid, and 1 i)e.ture instal lat ion is c=io re. u to Meet later ai"' ,r.eaui'rements for Seismic 0 N1 Zone 3 ) I- Partition c. walls attached to ei ling arid" must be lateral iv i W w+ br;a+::ed it over� j.§)-''''feet in. 1enth r F- LLr- Al`1' construction: to�`be `d ;one"'i,n conformance' with approved O: plans and requirerent.y of the Uni for in Building Code (1'997.. ..z S Edition) s a' amended,' Uniform Mechanical ',Cod;e. (1997 Ed i t, i on) ;. � _ "and Wa hinaton:State Energy lode `(19.97 Edition) 0 Plumbing, p mitts shall l be obtained through" the Seattle -King Z County': Uepa " rtment of Public Health. Plumbing; will be inspected by that.;agencv, includin'a all gas piping (296 4722) 8. Notify t`he` : r: i tv..of,' Tukwila Building Division prior'' to placing a con'ctete. This. procedure is in addition to any reou i remen_ts for 'spec. i al inspect i on. 9. All wood to r , :emain in placed concrete shall be treated wood. 10. Validity of Per ~mit. The issuance a permit, or aiuroval of Plans, suecir icat'i_ons, and com"uutations shall not be con- strued to be a permit, for or an 'a0proval of, any violation of any of the urov is ions of the b u i l d i n g chide or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. :11. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 12. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (248 - 6630). 13. There shall be no occupancy of the bui1ding(s) until the final inspection has been completed by the Tukwila Building Inspector. 14 -, All mechanical work shall be under separate permit issued by the City of Tukwila. 15,.:All permits. inspection records. and approved plans shall be available at the iob site prior to the start: of any con- struction These documents are to be maintained and avail- , able until final inspection approval is granted. lb All structural concrete shall be special inspected (UBC Sec. 306(a)1). 7 All structural welding shall be done by W. A.8:0. certified welders and special inspected (UBC - '.=sec. 306(a)5). 18. Contractor shall notify Public Works Utility Inspector at 2067433-'0179 of commencement and completion of work: at :leash 24 hours in ati.Vance. 19; Temporary eros"i.on 'control measures shall be, imple "mented as the first order, of business to prevent sedimentation :off- site or into existing storm dr ainage fats Titres 2 O. The site s hall 'have 'permanent erosion control measures, in .place .as . soon - Possible af.ter;`f;inal grading has been comuleted prior' to the.FinaI Inspection 2 1. Work affecting traffic flows shall 'be closely'coordinated with ;the Citv•. Utilities:;` Inspector" Traffic Control Plans shall 'bee submitted to ..-the Inspector for prior approval. 22 '?; Haul . g ,over 5U cv shall reg ire apiiication for a Maul,ina Permit prior to any,associat'ed activity. T hereby cert i f v that . T have read these ; c,oi d i t i ons and will comply with them as ou1l ined All -pr ovisions of law and ordinances governing this work will be,, with: ; "whether specif,ied herein or not. The granting of . this Permit does not presume to give authority to violatett,or' cancel the provisions of any other work or local laws regulating construction or the performance: of work. Sicnat Print Name: Date: - /— c7 mo UO w I J H, w O g d = ▪ w i- O z r- uj D O • - O H w w H V . UI Z, U • 0 z CITY OF TUKWILA Permit Center 6300 Soutlicenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted throu the m ail or f acsimile APPLICANT REQUEST. FOR PUBLIC WORKS!SITE/CIVIL PLAN REVIEW OF THE •FOLLOWING (Additional reviews may: be determined: by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): L and Altering 0 Cut cubic yds. do Fill Z20 cubic yds. El Landscape Irrigation Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dat:� •licati� eptede 0 • Date ap • . lion • App 'cat' • • t.ken • _ Mats) PLEASE SIGN BACK OF APPLICATION,FOR CTPERMIT.DOC 1/29/97 sr.1 nv...rtY,r ■tiA .iCS Z w tY 2 00 W F— w �< a = w Z � I- O w ~ w 0 0 O i- wW - W Z 0 0I Z Project Name/Tenant: C,r -5 4 C's - We k' Value of Construction: ( ;t , I % o o c Site Address: City State /Zip: 23 D d tilD,� y L� Property Owner: r7eNrb cZ up' P1. 1 50 / 1v 14 1 6 , Tax Parcel Number: Z 3 ZZ) () • -0I Do Phone: Street Address: City State /Zip: (((2 c (74VL - P ClTY )/ Col��7z e. C4 4a v Contractor: VZ I CorU - le 1)c - r i c nJ I Al C Fax #: Phone: I,7 -7_ / 9 Street Address: City State /Zip: — i _ � a 7 - 1 3 2. 1., 4e_ kI L:-_ k 2 S t_ = t/tjL � w9 oa Fax #: Architect: • A'S <0 C- f �l YL'7) z.--- G-1 /vz -z ee s Phone: 3 a - s- 4-(o c-- 8'0 / 4, Street Address: City State /Zip: Goo 9 He-zi -c Tt' 1-A / �ZC = GS c2» 9 n,, 3 Fax #: Engineer: ,^^ Si4 pi- 6.-.-- Phone: Street Address: City State /Zip: Fax #: Contact Person: - 3 - I It/1 r'3 P-il Y (Z, 12 B ( Phone: 42,S-5 - l 5 - 3"" Street Address: City State /Zip: Fax #: Description of work to be done: - r ft I ft ('120 v`d- 1`'t ��tITS Existing use: Retail El Restaurant El Multi-family ❑ Warehouse El Hospital ❑ Church CI Manufacturing El Motel /Hotel CI Office 71 School /College /University El Other Proposed use: Retail El Restaurant ❑ Multi- family El Warehouse ❑ Hospital El Church El Manufacturing CI Motel /Hotel El Office El School /College /Universiityy El Other Will there be a change of use? ❑ yes ..Er no If yes, extent of change: (Attach additional sheet if necessary) • Will there be rack storage? , ' yes P jl no Existing fire protection features: g sprinklers automatic fire alarm El none ❑ other (specify) Sc') Building Square Feet: ) g existing Area of Construction: (sq. ft.) O ,/,-"i f (, 18, cot) Will there be storage of flammable /combustible hazardous material in the building? El yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Soutlicenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted throu the m ail or f acsimile APPLICANT REQUEST. FOR PUBLIC WORKS!SITE/CIVIL PLAN REVIEW OF THE •FOLLOWING (Additional reviews may: be determined: by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): L and Altering 0 Cut cubic yds. do Fill Z20 cubic yds. El Landscape Irrigation Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dat:� •licati� eptede 0 • Date ap • . lion • App 'cat' • • t.ken • _ Mats) PLEASE SIGN BACK OF APPLICATION,FOR CTPERMIT.DOC 1/29/97 sr.1 nv...rtY,r ■tiA .iCS Z w tY 2 00 W F— w �< a = w Z � I- O w ~ w 0 0 O i- wW - W Z 0 0I Z BUILDING OW „Igo • • ' 0 - IZED AGENT: Signature : iC II� Print na �tj /. U� �. tr. 1 • 4 r �rt Date 9 / / 3""f' .,� k !' , �` L r� 2 4 . 'Phone:2S —S, 1_ g - gicZ L EI/UE h/il. 9 City /State /Zip ax #: Address ALL COMMERCIAUMULTI -FLY TENANT IMPROVEMENT /RATION PERMIT APPLICATIONS ' " MOT BE SUBMITTED WITH THE FOL WING: ➢ ' Aug QRiS E ArtG STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, • $Y , UCT ; A�t' ER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- ❑ ❑ ❑ ❑ 9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. O .�.Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized' Agent If the applicant is other than the owner, registered architect/engineer, or contractor-licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit: this permit applicatiogand ! obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 r.st�xmras». .tr„ z IZ 0 cn 0 0 w= I— w J u- j I — _ Z � I— O Z H w w U O - 0 1— w • 0 LL- O .. Z w = O z ( 1C <<+" k *•k * #d * 4.* ill••, t, t* 4*** 4**11***A k41**' 4ckA4 r.A k, ka** 4**'• k *A *4.* ***6A.tsA *•1.4*44,11* ** 04.-009 t CITY OF TIiKWI1 NI) TI2ANSMI r TRANSMIT f44umbcru It984)0359 Atom'', t: 1,009.94 09/13/00 15:26 Payment Method:: CfIECt( Notation: ROI CGI•'IST Tnit: WE:t1 Perini t alas 02000 -•313 '1'vne DEVPERM DEVELOPh1ENT PEli MI T Parcel loo. '02' -0100 Site ?Address: 230 ANI)OV►Lt3 Fit E ' ., Total Fees:: 2.383.39 This Payment; 1 .009.94 Total ALL Pmts: 1,009.94 *,�a�i *k* �, k 0aleiica: 11373.45 Altman t 1,`009.94 Account : Code I)escr ipt ion 000/322.'100 BUILDING - Nq "!RE;"s tqi 0008 09/15 9719 TOTAL 1009.94 2r +.+iii•L:A:1 �e•fl �iw'��...v.. "v..•, ert �ati u„r,r.� � a' ,• .+....r:� � 3icsniia:e...,.�sta,3ss • ..,t<r%u+ 4 A :A 4 ri'll• 4, 4, 1•44 :*s44.4 :*444 4 4. AVIS isdt1 . 1i,4i(•iIli iitAA:1it7l• A A ws'AA': > ` i<• ' i, r4 ale # i k i •ir i•• s4 sl :t• !t. sl it * 4 si st it . 7: s4 k it 4 i< s d *4-4 s1 ; k it i * d "fir it 4 •h it 1 * c n 1 1`a i 14tiahnr.r; ac 4H004iii; samQt(#1t 4 .t 0 9 ;;j 1. :: /()!i0(1 1 ,?n30 F tt(,me~rt i Nettled r. t,iIEt l' Notation:. ic 1 lii t Lirlal ilit 1 ! Ur Ivry!. lift F'arrnt at i+!ca; ti2Otic,' 3!., 1 vue t.EVPEUP+ .'. ) ' ' i Nirt:el 022;tt0 vJ.iiU J it A'dciressl 23, Htr?L+U9Ek 1 ! c,! i; at I i c; e is r 4 '_) '2 r l? `_) 1hir. ,Li vIIE; PO; ::` !_09 .50 1t; ca«I FI LL I' III ti.: 2.q :42.. E! ':. *•* itit*•4 4•*+ 1 * *11* *44**ititi.•itir *4.444.s4s4 ti4d• kits4itit4 74**• sh4*it44v1***s4isst•*4•*is:4*rT FICPOlint Cod 1;t?:!.f••1!)tIon Amount :00ctf 322.10v t.EiiILi N i ' I E F t J r f l i PC: ItFi1l F'[E !:!Fi+tia 0 0 0 r' 31rr,`f # iU: Laar>!I) HLfEEC {.GUii i'l_HN CHECK ..7.,;.i {) :. 0327 .12/04 9710 T0TAL. 109.50 F. Aai!sY;'w:.� t a ir'NYi+ �.+{ u,,:.snt• 4a.; i° .::,1....n V o to W 9 W tg LL = CO T d Z 1-0', Z Hl' ,gyp: W Z1 U Nj H H; Z ct .tA•v.iNsh *: *.A .k.1•ta *:k :A A it s+• A.+: k: k. A. k: k*: kt: k:k•AA.t.rA;t:t +•.t s ;t i A .l •,k k •k :t {r A k •h i :t sk 4 •& \ :k rk ,e •>ti' •A• fi' ,s• S kk��::1 •:t k :k •h • :..ok •k k .t• k 7E l .\ * h h t :k k 4 4• :k t t l t d4 lr t t; }rt'`:?InJ. 1 r4 1161ut! r : F.: 111!tt4 Ft111:7uri f .t: .1 4 ::7 1 V Pi e l l t' i'! G t'l c ri H t: r t 1. 1 t : of: i o n r. rt f t .l l: ti td :, d' t, di. 1 O I n « t 1� a • ° .. 1 ri 7t -r it t.t:r e No, c :1 t r :1411 11 1•(f. '3 a * fris***:.':ka1ftkar:1•A k** **f:sk.* **:kfr*•k - A** H cc:punt `CUtW uess:rinti 0)0 :122 1.(1.ti i Ii ll11:.I1 J: rlti i'L14t4 CH EC Ut,ct '.�11iy k/4 ;5'i ATE flU7. ii vftIFrt t :' iJ .! v99 : l :f ! y D e? : I: tt') i' 1:. I' I'1 . A 1 (44 (J :11 'VJ 1.11; +',? is f t:" r t; f_ I{ 40 i 1 ,t' : 4 . tk•k•a.* *11*** S »r>G• ** -*11,. r.± h***Alt1 frre*s•n ttn Iimotin 17 N k ;i \ 4 :I }. 1'4 Nl C i J ;14 '4 I: i Nt.'s itJlil:hlHLIiE a r 1; I of: a I I.'etal: 1 Iota! !°ILL i'nt:se c 0326 12/04 ' .t0 TOTAL. f ,1%. Ftt",tr*;;( . T,ir vr75rVVY Ty S.` 'N'iK ^7i'•' r•77 i : ry �^ ii:sm:1,VeiiNUw.:G+:iipiJiHSrys } id " ..1 V ^•tir.+rw•. cis+.° za seCe lt 2t,: n <i "460'W.4a;�iS:H�£ek.t�.'�.;' re w � V O moo' u) w CD IL w g Q. 1—w Z • tu O rn = V! • 1- W Z U � _' ' O H, Z Proj,,ct:` "- �, _ �� T ype oflnspection• mid Address: Date called: S pecial instructions: 4 ` Date wa t � Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: INSPECTION RECORD I Retain a copy with permit r Corrections required prior to approval. (206)431 - 3670 Inspector $47. i 0 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: mod. +Eo..w„u�"isSc: i ivz, k +i4d a 5i ‘43..q.44.! 1 re U N 0' W =. w O . � Q .. N d . z W . H z I- O; Z F—P W j U /ft W W'' I I V? z. Ui V N O z Project: ''. ash an C artrY of Inspection: iD. I F . na UtU 230 Avciover FK Address: L' Date called: q_27_0I Special instructions: Date wanted: q — a.m. 2g al Requester: Pats l De emy /gF31 Phone. 201v-7N-6,861 SPEcTION RECORD Retain a copy with permit INSPECTION NO. . CITY OF TUKWILA B DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. XCorrections required prior to approval. COMMENTS: L ' ) M D C t 4 C ( ' r . ( pe ( � Ume +t ei L) t (-cc/ -ram c .i-e, p t-1 , s0b5i - t� \-P r c k CtpnrOV4 CGV\rf1 Inspector ,\5131 (1 P n r I Dater , D I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 27.. Re'.r KAiSrU.. t+ r. Ld. sts�: i3 =SL:t+r'w4rtv.+.aaa�Stri',;oG': INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' per applicable codes. ,oK PERMIT NO. (206)431 -3670 Project: a ` Arry Type of Inspection s PC( a� Date called: Date wanted: a.m _7 %1) - 1-0 P.m. Address: /� l 2- Special instructions: Requester: Phone: Corrections required prior to approval. COMMENTS: r g ,PC-P r vert ` Tr) inn * o C4 to J PC( rA nv\C tier-‘ e. S 1 5014 +1` ∎ ► Inspector : I Date: -- ?....0 1 . 4 1 O l I u $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: i'4Afidil`iA's 4.7 Y.e{, } J U , 0 O '. .0 u) w W O g a : CO D H al Z H O Z I— LIJ gi p' U V) ui IL Oi 111 Z ` U N F-H z. Pro • t: �r //s Type o spectko • it) A• •ress: ._. Date called: Special instructions: O Pi G Date wanted: ! 7 a3 (Q( . a Req te P one: pe / 6,U� �0 -79c INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' // COMMENTS: /ter ; �� c��lv� pg,4.6/ 4/; �2 ,3 F-- � n�..t' )W - ZS7 .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit itto :31,3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: Z_9) V _ ti $47.0 EINSPECTION F REQUIRED. Prior to inspection, fee m sL a paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: k i .:s7..��y:.ys_' d�K7.Ft'�+''S3�.,.r.. cif: is�J�u ...nc.'.'$tiT ..,.�Sibi..°.��. .... .n.�:.'3t�.s�.�:r'. *n�:51'r'M .`U.p.:m.siii�i�a�.'' .L•':�sS.us �rL��.rke'+: ✓.0+4= 16S,.tf n'a4C�i:kbSrk }+k i�}E�K;F'�ti' "�HS�. z z w u 0 to 0 W = J I—i w 0 ; g co = 0 ' I— w; I— • O ' '. z I— V 0 I— w I-- - ; wz CO O z Proje, t�: , ( 2S /i / (Ca! 4 4 Type of Inspection: pct - F Address: , c7Z0 A,i PKl called: - 7 � Z �0 Special instructions: Date wanted:. a.m / 5 / 0 Requester,... / N IC 6e'/11 /vnfi4 Phon : Q INSPECTION NO. CITY OF TUKWILA•BUILDING DIVISION 630d"Southcenter Blvd; #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 4 2 4' (206)431 =3670 Corrections required prior to approval. COMMENTS: 7/ Avg. Q6ti`e Inspector: Date: � / ✓/� { t Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No: Date: 14 : 4; 2'' 4JC St1gy�Y S4Y ;�ti�+w ' a..' ra .�..X. •SQL:.' .�.t .... s2.: - ',- 54' �O6 «+;.i:sMfa;�;:iJS;.'Calsa'k?ti' u'a. • �s:,4 1 v wrt3xkuc'1 r:,?r.ts 4.:4.64 <s1S. mo w ' 00 . to 0, LLI LL al Oa H ' O N O H ': W li! Z U O H; Z: Project: il ..� )) C. h N a�AYY Type of Inspectio - (,(k/ -1 4 , i4 , c.* p L.Od f Date call@d: (, / 1 Address: ^ ?2 � t'(vc ' a t--, Special instructions: -., ' Date wah ed: fg /U / Cam p.m. //)//� WI (r �t.w�aw 5 e(. / ftye -L.- 64-if /„ � -... . / " R ,a equ ster: fir 4 Phone: - � /)io '7& � - '737/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: yt Date: • (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. I- S' 6 917 Gt/� .1.4.1e—, /. �f/11 -- r i r.0 „e;--4, e(.(0 1 / z J 1)•14le i �j .� er // Date: 2 `- ,n1 $47.d REINSPECTIO I EE REQUIRED. Prior to inspection, fee must be paid !1r,,g g.t.7{::v':cd. tW t4i4nW' z oC 2 I 0 0 to 0 .. U) W W I u. J H' W 0 u. N a Z ' O W uj U 0 0 o - L- W W' til Z U W 0 Z Project: CG I106 'uv Type of Inspection: bet-,i- &CM() Address: .92 36 !tick.! PILIF. Sorm' pmy Date c led: I ivo i Special instructions: c 4 s t n s & lo o ?pc,..--/ C.( 'MI In Date v�ante Aro 1 !1 / o l • Re uester. Phone: . —, ; ( 1(0 - ^ ri r71 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /1/ I /1 if? PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval Date: l $• T REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 612∎446diff 1atittaib. tiNir i'r 't+,�`►�.aY.A:3:. v tMa... . sti3. Cf?...`. 7dffii a 4S t C 't�� :•i'.:i ...xW d .uk7 tria4v ua` - FaiaGi':BE3`U" ."ni' Project: Cash Car r Type of Inspection: 5fart wor K Address:. 23 Andover k Date called: ( Z - � - Special instructions:. Datewwanted 12_5 � 00 .m. Requester: . Rid( Berglund Phone: 206/246 - ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: s 12 Z n Gk.-. QA,i c Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,: Suite 100. Call to schedule reinspection. Inspector: Date: Receipt No: Date: . :xs • •, _ a��.�a::rt..::.3.,xs:,wn'k ::.�; rig,�, novel :.:..�:�: :.'�•:.,�.... ...._xr.::�_......Y�..s D200313 Corrections required prior to approval. I— j 0 0 co 0' W W WW LL -j = C7` Z F. o Z 0 I— WW I U W LLI 0 I— Z Project: , Arsh V Coifiy Tyeof Inspection: R e barrrrr'irk. , ObI5,1( /?2-r em.rc *.fit. Add ess: cr rk EE e 317 rr d/ry /a Dat calle //6/0 Special instructionk: 4 Alta Cc 1 /XL4a I fillet,. hraL. 4 & I'L r't bet,' y (rrc re yc w » t Ai/sic& two/hum. ge' ,Pkoi A / ?-/1 6 1 5 7 0',/11-• Date anted: / 23. 0 a.m. . p.m. Req ck P h n I �D6 -,2 `/& — '73 7 / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector`: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: 0 VI v \PIAro Ins\--e; s C'1r t`{ e (, C j f}PCta I 1 41, 01 /-go 0 4 P5 tiv`c,r C $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. (206)431 -3670 Date:' 9-0 ) 4 14 iC.l:+a%:.tkro,W:v' , �1 N�+i FA$t1, 4" : is Y:i"ba:'u1.1gi ^: :. *, nilSin .iS '9y 44441l: fi 45;4\t `.9aSar.VA,4 cc U to CI W LU W 0 co d ; Z �. Z I U 0 N ' 0 I— _ f . 1? 0 ; • W Z' • 0 1_ r iv Ce a T %/'(124 02IL cm/0 "l Add s 4x/owl // t Date called: , J 61 Special instructions: wanted: Date wanted: / ) /m. ` p a. m Requester: Phone: INSPECTION RECORD Retain a copy with permit /Approved per applicable codes. COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Inspector: Date: PERMIT NO. Corrections required prior to approval. 0 $47.00 REINSPECTIOf EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' ��7�' 1�Y��'. �7�Po��/ �..` ��- �^ �' iY.• �i�J��tv�3�c� 7 u3Lh 7 r � 1 : 3 q. iF �C.C�.L�.Y� '.�ii��i.�S '1 `�l fl �� q 44%1:" 4 i ik aikrnd t 9 ➢.3bsrrti� rJn"� Z re w . 6 �k J V: N0' CO lu ; t„ D : = d I— W. Z L..l I— 0 Z I—• • • � 0 C.) O 0 Hi L I•- - 0. Iii Z ~: z Project: C.I.— � - 6. , .- Type of Ins e c f tion: ,vr ,� Address: _ 7 Date called: Special instructions: Date wanted; --Z— 0/ p.m. Requester: J Phone: «°-. •`+t ., Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 i / / ' PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1 Dat% ..0/ 0 $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iielifhi< ='4u.'stnum'b' tw.44 4ur 'ay.443 ttatikemiktaA;;A,Vc+ S(iYkt+ r A160:6 *St J o U O W = W O' g J co Z Z °` gi U 0 —, ;w W Z. 11 Z Project: LaS /i 9 C a yr I:- Type of Inspection: ST�h Awe c - Freezer - Z30 Y O * ? y Date called:. Special instructions: .t .. .r.. ".0. J vrfe& c:or S /a - fi r -Free Date wanted: F'r►r iZ —20-06 Requester: A is o Phrz: 00_0(,,, _737 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: e 4 n /4 17- 11 ----- g/t4A Date: , J 7 /27 fl $47.60 REINSPEC ) QUI D. Prior to inspection, fee must be paid at 6300 Southcenter Bl(r:., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. z Ce W 00 co 0 w W W = N LL W O g Q I•- O Z F uj D p. CI W 0 ; ui 0 z Pror!: 4.1.4 c rV Type of I_ nspection: � ; 12 0 0 Yr. WA11 Date called: A dr p J� \r ove e Special instructions: Date wanted: / /�/ r`"� Requester: V Phon �c A 2140.-7611 INSPECTION RECORD Retain a copy with permit INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corr1'ctions required prior to approval. COMMENTS: '�' a�•� a $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: Aiv *4 4LigrIgs u' wrot.w.I4 ": `J9f Sib I w , V .0 W W I ~; N I�i W 0 ga d ~ _ : Z _� I- -O Z LU CI 0 co, 0 I- W W ` I - o ' W Z` co I- 0 z Proj t: Type of Inseec t Address: Date call d: Special instructions: : L.�.� Date wanted: a. Request r: Phone:. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. { Corrections required prior to approval. COMMENTS: St $46 REINSPECTIOILI REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c: 45` t..- A ' R: s: aa ' 4 .ti 1ir'lkar cc W J U? U O ; co o; to W O ; Q ; N Dr _° W , O ; z �-.. . W W U O ; O N : W U o W U 7 Z Pct: s in 4- Calf ruu Type of Inspectiont i m i nck cr ( si dod Su Address: c2 3 Ando,reir Ruck- G.: Date called: IZ -1I -oo Special instructions: l ,;i Date wanted: /Z - 12 -00 p.m.. Requester: V iLk. Phone: -2 4, -73i I. � aav�F��• `A�'r1 il�A:�"''1{ ",9�1t";� 1 . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 12 per applicable codes. COMMENTS: (fl,ch2 u Cal( eacr,\ t;TA hick. , f ,-,' 0 - 6 4 .3 ' PERMIT NO. S 1 (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • A4Pe.ti.44,4nr 'A' m`Ji!ih8%1+' 0 •.4� : m .: ti vi•JA 'ahwe:'vt ts+,uh b'•:titia5 I — Ce 0 0 : rn o; N W; W I; J CO U. tLQ Z O LU O N 0 I— W O : 11 Z O H z Prgj,ect:_ , Typ In pection: Address: � r �► Cr Date called: Special instructions: Date wan d: i 7 PO a.r p.m. Requte P one: :�� 22 75 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. COMMENTS: . f /0 5 W�� «'f eJ � se iY /r1 l .� rie j l" 42 / 's c._ Date // Approved per applicable codes. Corrections required prior to approval. 0 $43.000 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I Y7.. �. 4. i::✓ 1�W.. LSr W r. �i :dk�.8ll�+..iFriVlsad1.tl.s.'h('l sN1+'l�r�a S..kta?k.11!IiP A.(`Y "�i`�1i14:6%;SY :ka1MiE Nis 4t*,`A;r is ;2'e4&h',Yk'tu''oi� e,.:eiv'�4�s s hk;W:t' tttku::i�' 1 i 0.01S: Z W Wes' 0 0 ' to 0 uj (0 Ii i WO' L L tn d ; Zp I O Z I- W iu n p' 0 ' O N 1 ILI IM _O Z O Z 417177, Zv N ' ,,4 w. ".7.14 iTT?eiffr . :r 7 , yt + "4"77 :. a�� °,�. yam. mrt+y' ��. ,w' - �°lhh.:y� - y.4�+ e •� Project Name Address Sprinklers: Fire Alarm: 5G Hood & Duct: Halon: Monitor: Pre- Fire: Permits: City of Tukwila Fire Department JINALAPP.FRM Rev. 2/19/98 TUKWILA DEPARTMENT FINAL APPROVAL FORM t.■ IAt. C! ■• QE... E •._Retain -cur. rent ..: inspection ..schedule :. Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief )■77.-? 1116 01 Authorized Signa ure Dat Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206. 575 -4439 z w ' rt 2 . - I_ .0. w i, w0 = w z 0 w E • U I 0 -. o U '. • H E w z H =; O ~, z PROJECT PURPOSE: PROJECT NUMBER: REFERENCE: ARCHITECT: SOILS REPORT: DATE: STRUCTURAL ENGINEERING BY: ASSOCIATED ENGINEERS 6009 MELROSE AVENUE LOS ANGELES, CALIFORNIA 90038 Phone: (323) 465 -8016 Fax: (323) 465 -8066 STRUCTURAL CALCULATIONS PROJECT LOCATION: Cash & Carry Store 230 Andover Park East Tukwila, Washington Walkway /Ramp Enclosure 2000 -052 UBC 97 N/A N/A October 31, 2000 N�V 7 2 000 PERM{T CENTER mo D U U O CO cow w Z � I- o' Z Hi D ff' 0' _ uJ o ~` PROJECT: 13 0 4^/2ovf/L f/4 e- E1 , - it/ e.4.v)�/4 , 4 A y7 ;1 I DATE. 10/ 31 J 2°606/PROJECT NO ? you _- o S 2- REV. ©1'. DATE PAUL. I PR42i& 7 omc P eV viO € P4 2gc-K- / G 0,42/&/1 T E , ,1 o 0-/C LV 51/11 E- 0 VE,2 Ea s kvi -ie1 -vo9 y/r 4 p4P 3 //O c 51 0 0.L w/4w / X10 "4P SGT- /e mil 1 6, P4.27/4 L (E) .5764e 77/A F1.oak Pl_A,j C /1 A MP S { fYf: ?Y.dAN6��i`Y}''1''A'S4y U0 co co cv W , N D ' Z 0 Z F c)1 o = V • H _ IL O: Zt U XL � ° 0 PROJECT Z. 30 f"4 O vff P4/ f:45 , 7 tf b-Vi L/4, W A QY: 1 - " :5.... DATE: 1 3, 11 L (,b ' v DATE. PROJECT NO. PAGE *L 2 04 p Z REV 131 .5€4 M' - 0 L , c : 3 , 6/ ) , -/SPfl7;a" -/ SE /SMJC. O ose., A/0 7 CD N 7,Q p L . u 5.6 1 i,✓D r✓f . R- �0/� 1� O et4/)C/ Df i2&, rr s $wfPOAr. k1X1 LoAO ; ti Kl� , ./0 $ Pf p9 �t (1 a);73 �S U "E P- Zs Ps F Ia -a re 2 J U c.)0 N LLi w 0 g I P. 11J ui; U 0 : '0 H _a •z UJ U ., 10 z PROJECT: Z. 30 /`/ ^ /QV V Et. MZ X f_AST -Tug h/1LA ) W A BY: 1 / DATE: 1 3I/ ze e/c/ DATE. PROJECT NO Z 0 e/(J► 052- PACE 3 REV. BY. v,'ry Lr4 OS: s wE /c,rr7 LL= 2_0 I> r- ( S wn( 1/L',,/ FT) ,e6rvc DecK w 0 - . ( 3 -f- zo tk ► = Z 3 PI/F. 1;;; o v Nit / - Z s PL-4 L M _23 PH 0 ' . Z Bo SQ?J2. : Z q► z o• 1? S j '/ 3 0.6 X33000 (a) -f- w /,a a) (frf ()0) 2 3SO _ Fi 6zetpv._ ( °eE 12 - / /(v.G) (33oav)(I- 3 O. / 3 PROJECT: Z 3 ( 3 4.40aveL p4 , CA 57, n.rii_t ilLA , I,./A BY ' 0, OATEN di 3 I ` 2LbC DATE. PROJECT NO PACE GI- 2 aV (' ,. 05 L REV. Bl . I /.33 1s Sm' 7 OtaA7 >v11/4/ Lo4 F4CTd2 • G RO T"/ (r7L) -- ►-. J JO : O &5 pJv7 1 b v e,LV O :uc - r✓IAxI MNN( 5/ ,/ 5 S td fpDQT /kao W G E r ''1: 51A 5' ( Ty = 3fizo) *'/ -f- to : 125 3E9 (311 k 12- )((o6* zabo, — FT .1/\)&410-7-7 t w /NJ (3 -t- z 5") DE I _t p I5€ S> ; t,61 S tewo, = (zi 1,, 0( I Z.) / 1, ((0,“ -Hbv *133 FT A. 530 A4 A G . -7.533( - 01 - 4 Sri 3 Go E2/ 150 Pry O.)5r vo cow, w= c _ LL} w o , co _° .1-- �. Ci n o •Io cot ;01-: :o Z PROJECT. 2 D 4A,Inp l4, K 6,4 , -Rocky) L 4, kvA 131'.01 OATE:31 / 0a° f PROJECT NO 2 two - o52,.. V. REOY. GATE. PAGE y H.56 TS 3Y 3 X 3 , "i7 1 ..10DR ■/ f4 3 / ' cottim#U Cfl�Ll� fwi'A4 wr OiH 1 / 5O PG OTH FTG. O. 3 fi 25 DE- , -� i o t , -t ( voF) (l) 1v,H PVT F (� wiO rrl RtiQ'� ' 1 1 S0 * Z l dv v .� IA 56 1� h//06 X 1 Z'' o e C dA /T_ FOOT/■•/ re W U O' .0 N W LL . < a ! f" = 5 Z H W 2 n< Up co, 'Q 1-; W' H r- co Vercor with Insulaf . g Concrete • Now 36' WIde — Galvanized Only • Two Method, 01 Venting Av ;ulable To Acroler:Au Drying of In.^,ul ;Wig Concrete IPISUL�TING CONCRETE VERCOR •used with Insulating concrete lilt only Lateral load: value; are on the, hollowing page : INSULATING CONCRET Weight 1 _ S — S Gage (Lbs. /Sq. Ft.) Galvanized (In') (In') (ins) 1 26 : 1.1 .073 .098 .099 24 1.4 .095 .130 _ .132 22 1.7 117 .167 .167 20 2.1 .135 193 • .193 VERTICAL LOADS (Lbs. /Sq. Ft.) VERCOR AND VERCOR VENTLOK•+ Simple Span Two Spin; POLYSTYRENE BOARD Gage 26 24 22 .• 20 26 24 Thlt`t` of ' Mole 111.111 s • 20 26 2.1 20 13$ 20$ .\ 1$J :$t .\ 00 .1 • '?6 36 ' 4'•0 4'•6' 5'•0 S 1:; 97 79 G '4 52 38 s • 16: 128 104 O 95 67. 49 $ ▪ 209 165 134 G 118 83 60 s 241 190 154 A 136 96 70 s IN 98 79 s 165 130 105 s 2209 165 134 — — — S V' 1110 154 $ 1 ' ' 122 --- 911 11; 12; 2116 156 2,1 :1 13113 VERCOR VENTLOK —used with insulating concrete and polystyrene board. See literature of insulating concrete manufacturer for lateral load values. 4 ' 5'•6 65 28 86 37 110 45 127 5: 6'•0' 6'•3' 54 50 19 7; 6_ 28 25 93 86 35 31 107 99 40 36 Span 6'•8' 7'•0' 7'•6' S'•L• 8'•4' 9'•0' 10.0' 58 20 75 25 86 29 Sir a 14 , tvtu I oo hot, to ur,r thus t.thl• 68 22 7S 25 59 1S 68 20 65 55 51 — 5: .16 87 73 67 58 54 47 — 6$ 60 50 43 35 110 93 86 75 66 59 109 $4 73 '61 53 43 127 ill: 99 86 7$ 6$ 126 97 $$ Ti 61 49 0 41 36 .I09 9: $> 73 6' S: 69 S3 4' 3: 33 13:1 116 10' Ito Its '4 05 1 S: 4: 41 33 160 134 124 10:1 11 :1 :It' tl :i .'S 6' 56 •1 :1 9 Ventlok louvers provide 1 /2% open area per sq. It. 47 31 5± 37 Rolled in vent: on both edges of sheet 12' C/C 41 25 4' ;9 GALVANIZED t:. $ 11 : $ 2S 19 60 4$ . :1 'IIr�`Uit' \,11ti. 6 4 n 101 Viii t 1ri11 p.1e \• lellfn '1tN , 1,6 Location (Aoorhvom no.) _ t ^ry DeecripGon /aimed Watts per r' " Am in fie Allowe0 x Area 4/ " From Table 15.1 (over) • document st excepliona taken from footnotes Total Mowed Witte Location (toorhoom no.) Fixture 0ascrlption Number of Fu lee Watisr F6dura Watts Proposed mw Total Proposed Watts m not exceed Total Allowed Watts for (Mellor Total Proposed Watte t aefaux sabre tn � maa _ 'Inch. rerltnteal Ra2irCrtros Manual moire De uses. Allowed Watt. Area In re Mewed Watts won D amon per fn or per $ (or It foe pertntater) x * (or x t) Covered Parking 0,2 Wmi Open Panting 02 We Outdoor Aran I '� 0.2 Wit' Bldg. (by faoatde) 0.25 Wnt Aug. n (by Perim) 7.5 WRf Note: for building emartor, choose ether the facade wee or the perimeter method, but not both) - Tots) MtOwed want • 10 - 05 -200 5:29AM FROM ST. JOHNS ELECTRIC 360 699 1345 10/04 /2000 WED 07:59 FAX 425 8' '110 f($t CONSTRUCTION INC LTG -SUM t wr wUMnalee it.. MOMaI4rWI cry Cede oe • Project Info "%I "art" G get! /gyp-vv y. _a� %CZ i Compliance Option Alteration Exceptions (check appropriate box) Less than 60%bite llxturea are Mw cent installed lighting wattage ia not being benumb Use rltrpr Rated maalmum Input wattage Por Axtures with hard wire battsats only, the Maximum Allowed Lighting Wattage (Inter/ clefs tatfle xc in th NREC Teelr+)aii eter er>Ce tNanual ropose Li ghti n g W { Interior ) (M ay not exceed Total Allowed W P osed Li Wattla x terior atts f� Use rt Wad. d dnitrm input watt For Axioms with hardw Maws ired Maws only, the g ge (E) dgr Pro . osed Li _ hti Watta 1997 Wawa too Sete NonresiaenGel Ene . Code Com YA l“t) i L L 4 411 �- ; - Appttoant Nnne: s7 � ha r L t: e. AppPeant Address: 4 . 4 , ) . 5 " , 1 , � 4 _ . i i i l r NN h . - 4 I Appheent Phone` NCO — G 9 3 S/ (J D P C Tote! Proposed Wan, may not exceed Total Allowed Watts for Exterior INCOM LTR # lance Form e (Exterior) (May not exceed Total Allowed Watts for Fgsnor) P. 2 I410O2/0O6 ,bt ENtan..Nne o8te1.0 0 3 _ dO For Bulking Eta( EDM Uee CITY OF TUKWILA V . V&PERMIT CENTER 0 Prescriptive Q ugftng Power Allowance Q Syattitta Anetysii (See ClualticatIon CheCWlst (over), Indicate Prescdpive & LPA spaces clearly on plant.) 0 No changes are being made to the lighting 'WI w - J�y. ,nix , nai"n f" . w' ^^ -vea _. -e : - ,..M ,,t,f... �.. ....!..1,02,. tovo tfgre a . z ~ W UO N 0, W = W O 2 gQ = r jC cc : : z =V Z ; W U N` 0 z • 10 - 05 -200 5:29AM FROM ST. JOHNS ELECTRIC 360 699 1345 10/04 /2000 WED 07:59 FAX 425 8' '110 f($t CONSTRUCTION INC LTG -SUM t wr wUMnalee it.. MOMaI4rWI cry Cede oe • Project Info "%I "art" G get! /gyp-vv y. _a� %CZ i Compliance Option Alteration Exceptions (check appropriate box) Less than 60%bite llxturea are Mw cent installed lighting wattage ia not being benumb Use rltrpr Rated maalmum Input wattage Por Axtures with hard wire battsats only, the Maximum Allowed Lighting Wattage (Inter/ clefs tatfle xc in th NREC Teelr+)aii eter er>Ce tNanual ropose Li ghti n g W { Interior ) (M ay not exceed Total Allowed W P osed Li Wattla x terior atts f� Use rt Wad. d dnitrm input watt For Axioms with hardw Maws ired Maws only, the g ge (E) dgr Pro . osed Li _ hti Watta 1997 Wawa too Sete NonresiaenGel Ene . Code Com YA l“t) i L L 4 411 �- ; - Appttoant Nnne: s7 � ha r L t: e. AppPeant Address: 4 . 4 , ) . 5 " , 1 , � 4 _ . i i i l r NN h . - 4 I Appheent Phone` NCO — G 9 3 S/ (J D P C Tote! Proposed Wan, may not exceed Total Allowed Watts for Exterior INCOM LTR # lance Form e (Exterior) (May not exceed Total Allowed Watts for Fgsnor) P. 2 I410O2/0O6 ,bt ENtan..Nne o8te1.0 0 3 _ dO For Bulking Eta( EDM Uee CITY OF TUKWILA V . V&PERMIT CENTER 0 Prescriptive Q ugftng Power Allowance Q Syattitta Anetysii (See ClualticatIon CheCWlst (over), Indicate Prescdpive & LPA spaces clearly on plant.) 0 No changes are being made to the lighting 'WI w - J�y. ,nix , nai"n f" . w' ^^ -vea _. -e : - ,..M ,,t,f... �.. ....!..1,02,. tovo tfgre a . z ~ W UO N 0, W = W O 2 gQ = r jC cc : : z =V Z ; W U N` 0 z 10 -05 -200 5:30AM FROM ST. JOHNS ELECTRIC 360 699 1345 10/04/2000 WED 07:59 FAX 425 itP °79 RBI CONSTRUCTION INC 1997 Washington State Nonresidential Engrg Lighting Summ.ary (back) Code Compliance Form LTG -SUM 11137 Waaaa0914n sweet teontwiesnlel energy code Corrownte c. Prevail ' tive S e ces Qualification Checklist Nob: ti occupancy t I 'QYne and Ran earner le cheeriest, the number d A uire in fora epee b not Limited by Code. CbiAy imitate mass spaces on plans. lr not qualified, do VA Caleuatrone. Occupancy Uph(Irrg Fixture 'thee!Clii Stoma .as Laundries Office era zdtngs, o ff ice'sdm in Istra Mve areas In facilities of observes types (including but not Milled to 'Charts, hospdals, instItUttons, museums, banks, churcheel ' • 1.2 "NVIAS`NPre , 11 . !T.rOcv.+NMP7a.;2 +a;vaw t.er I ov,orK,. - n+Y :wwPn.,Meara TVMV ,,,,, _,,, Q Warehoueas, Storage areas or aircraft storage hangars CI Other ❑ thee* bete if at WWel 95% of fistulae In the space meet aN four abet': 1. Flatortsa It Iluoreicett, fort•ieneed, will only one or tow lamps and 2. Lamps are T-6, T4, T-0 Or Pl., and 3, („amps are 5-50 Watts. and 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Palnln•, welding, car entry, machine she •i Hotel ban • uehrconferenrMuhibabn hew Laboratories Factories, workshops, handbill areas Ou :?•ions eater •a' alto Intatatens Libraries' Nur$Ng harass W holes.* stores (pent rack shelving) Meeconeeurses Attie (atrium e) Assemb ;•ace a auddetlums rttnasiss theater, Process •Nob R esleure n ts/bara ' !URA's locker angler 3 honer tactile; W re uses" ;tore•. areas Aircraft :km • • ban • ors LPA WI/N o.e U.S 0.4 Schools buitdin Centers LPA (WM') Use' Police and are stations Toilet facekbs and was h rooms Footnolas tier Table 1S-1 1. Lo Cases a *bleb a use is not Mentioned specifically, rite Unit Pow•r•Allm shad be determined by thy building official. This deeert{dauioa shall be based upon the roost comp/cable use specified sit the table See Section I512 for exempt areal. 2. The watts per square foot stay be increased, by twu percent per foot of Baling height above twenty fan, unless specifically directed otherwise by subsequent footnotes. 3. Watts pa square foot *fro= may be increased by two percent per rent of cling height above twelve feet 4 Fur all other spaces, such as seating and eooemam areas, use the Unit light PowerAlbonenes far usernbly. S. Wane pet square fart atom may b; increased by two patccat per teat of ceiling height above nine fret. 6. Iactatespumlp arcs under eauopy. 7. In taints in which • lighting plan is aubmittt d for only a portion of a floor. a Unit Lighting Power Allowance of 1.35 may be used for usable office Door area and 0.50 waLt per square foot shall be used for ate common areas, wh h may include elevator apacee, lobby area oast red MGM. Coatason areas, as herein defined do not include mall ootuourscs. & Fat tie fire engine non. she Unit Lighting Pews• Aflowada Li 1.0 Watts yet square font. 9. For indoor s tournament courts with acpaceat spectator seating, the Unit lighting Power Allowaeeo for the court area is 2.6 watts per square foot. 10. Pot both Retail A and Retail B, light fee free-standing display, build shims•= illumination and display window dluminatioa installed within two fen rite window are exempt Retail A allows a Unit Lighting Power Allowance of 1.0 watts per squats foot_ Ceiling counted adjustable tungsten halogen and 1ELD taeschandisc display illuatinarics arc udxnpt • Retail B allows a Unit Lighting Power Allowance of I.5 watts per square foot, including all eciling ousuntod merchandise display luminaries. 11. Provided that a floor plan, indie sling tack location and height, is submitted• the square (=tag, fa: a urn:theme may be defined, for computing the interior Unit Lighting Power Allowance. as the Doer aria not covered by tacks glen the vertical race atrca (accuse lido only) of Ike ratite, The height allowan a defined in footnote 2 apples only to the Ooor toot not eovered by reel. P. 3 lJJUUJ /UUti Ptrq 03on Z = — W cc 0O N 0 W W ' -J N u ; W O 2 � Z 1.- 1- O Z 1- U O O N 1. - ' WW I (L oil Z U =; O H Z 10 -05 -200 5 :30AM FROM ST. JOHNS ELECTRIC 360 699 1345 10/04/2000 WED 08:00 FAX 425 8r 178 RUI CONSTRUCTION INC • 1997 Washln ton State Nonresidential Ene • Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA tan WseMeakm elate Nv.•d4•nrw dram Coda Campion* Farms Projeet Addre a bate We this form if you are cwming any ceiling height 4 4fustmenta for your Lighting Power Allowances for Interior Ighttrtg. The Description should agree with me 'VW' listed on Code Table 1$1. Identify the appropriate Col em B feet, 12 at or 20 feet) �� of which via aWtment to based. The Adjusted LPA is calculated from this comber sod from the Alowed wedd Watts per square Adjusted LPA to the nespendin9'M f1 b owed Watts per beacon on LTG-SUM. foot. Carry a Ad'usted Li htin. Power Allowances (Interior) P. 4 141004/006 covert •are. rase Cleavpartcy Description • Mowed Watts per ft •• Ceiling Height for this room WNW Ceiling Heipbt Omit for this exception— Adjusted LPA Watts per tt L.oceSon Mot/room no.) 01.1.6■.. rum Table 15-1 based on eneptlone listed In footnotes re W J U: o w z" J I— W 0 LL Q CO — a Z ILI H Z 1— 0 ZI— D ` U 0 ;0 H W I LL Pc" u.i z ; = . O z • 10-05-200 5:31AM FROM ST. JOHNS ELECTRIC 360 599 1345 10/04/2000 WED 08:01 FAX 425 88 10 R$I CONSTRUCTION INC 1991 wasMngton State Nonreei4ebdlal En. Coda Compliance Form Lighting Permit Plans Checklist t m Efwer CAN Cella Project Address Date Prot ttwM • Any IMO The Mowing information la necessity to check a $phuny peel application for compiterlea with the Nghtinp requt,m.nts In the 1094 Washington State NerrWasMW Energy dude. Information ReQuieel M locadbn Bulling Department Plans Notes m+a. 1513.4 1513.5 1513.6 1513.5.1 ECTRIC MOTORS Eidetic( shut -oft (a) tuner at/backup (b) phoescall. y. • ! (b) auto. swhcfM Maximum lend per switch Schedule rAth Type and features, Indleste locations Indicate veriest gating on plans Indicate overtesa plating on plans Wore separate corbels !.. se UGHTING WATTAGE Sections 1520-22 or 1530 S um. Form• Code Section App$abWty (areal LIGHTING CONTROLS Section 1513 =11:11033 Miran 1513,3 ffir Com ponent LocalcantroVreeass Area controls Dayllgd zone control VINVOlglating overhead glazing Dlsolay/sbfbitrapecld Inver. auto shut-oft (a) comp. sensors Schedule with type, indicate Locations Sal*" with type and teetuees (badt•up. overrule ca abalty); Miami size of lone en plans LTG -CHK Schedule with type and features. rndicste Ioi:a5on Indicate location lndltatte lcca5on in= yea NO p . a Mc motor .fl' circled for any auestlon, Oro MECH MOT or E . nt Schedule wit: hp, rpm. M6ol.n explanation: It no" P. 5 008 /008 10 -05 -200 S:31AM FROM ST. JOHNS ELECTRIC 360 699 1345 iu•ui.LyvV Vi,y VV.VV FAA YLJ CIO ' — 'itl tID WINS 1ILtIl.IL N IPA, 1997 Was • ton State Nonresidential Erie , Code Corn .liencc Form Lighting Permit Plans Checklist 111117,/seNnerren Mee no eWel ear enawCode OmiplpM4 banner . LTG -CHK Fie EOea,. Jung 11W Lighting - General Requirements 1513 Ushtl Centrals 1513.1 Local Control endAeo.sdWltty: &eh space, enclosed by wal sorasNing- heigqht paRticne, shall be provded with Iightng cvntds'waled widen tflst space: The Uphill) oot** whether one atmord shall beapableof tiring on` alt lights wittl n the apace. The ca+trvls shill be readty aatsdde, at the pairs of entr)/exit, to personnel occupying Or using the space. et caplets,: The fdlowing lichting controls may be centralized In remote locatlors: 1. ugrtong controls br spaces which must be used as a winds. 2. Atz rank controls. 3. Controls requiring veined eperater&. 4. Cenral! for safety hazards and sscwtty. 1513.2 Area Control,: Tie maximum lighting porter that mat be consisted from a single I%Mtdi or automatic oorerd dud' not e eed that whch is provided by a twenty ampere ekeUt loaded to not more than eighty percent. A master control may be installed provides the tndidual owlet's rein thdr eepaWUtytat fundonlndetftendetnty. Circuit hikers may not be tied as tie adorn sr$ d switcNrg. Exceptions: 1. Industrial or rrtsnukeexing process ;peas, as may be required for production. 2. Areas Mss than live percent of the building footprint lortoogrints over 100,000 ft . 15113 Daylight Zone Control: All daylighted Ames, *tired In Q1aptsr 12, both under Overhead glazing and adjacent b vetcal glazing, shall be provided with Indvidual controls. ordayTi9M•eroa upant- sensing automatic controls, sown control the lobo Independent d general area I pinning. 1513A Display, tahtbitien, and Specialty Lighting Controls: Mt deploy. arhibilion, or spolatty lighting than be eentrolled independently of general area Ipang. 1513$ Autonoltit Shut -of Cottrell, Exterior. E*erior igherg not intended for 24hour cup r JOususa MO be ate onoticaly twitched by timer, photocell. or a court irsuiOn of rimer and Octeest . Autanaado time switches ;hal oho haw Program baek•up=Labilities, when prevent th&os* of program and time sett ngs for it leas 10 heurs, if powerie Internpted. 1514.5 Automatic Shut - Off Cairo's, Irlerlor: Office buidrtgs greater than 25,000 ft and all school classrooms that be epupped with separate atltomdie controls to shut off he lighting cluing unoccupied bout, ALJOmadc oontrds may to an occtpsncy sensor. Or switlDn, or other device ca of attom$ ealy shuttkig elf Ightinp. Exception*: 1. Areas thatmu! be oontiruoutiy illuminated, or iVurriratted Ins manner requiring mental operation of the lighting. 2. Emergency lighting systems 3. Switching forindutstrial or manufacturing process tao5des as may be required torproduction. 151sfi.1 Occupancy 9emors: Occupancy sensors shall be capable of automatically twin? off at the Tights in en an)a. no more than 90 minutes after the area has been vacated. 1513.12 Attdmstic Tmi. Sy/aches: Automatic time switches shalt have a mirirnum 7 day clock and be capable of being set tor7 different day types per week and incorporate an automtt holiday 'shut-of'feature which turns oft all loads for at least 24 hours and then resumes normally scheduled operators. Automatic dm* switches shall also haveprepram Dack-t i capabildes, which prevent the lauds of program and time settings for at least 10 hours, it power is Irser opted. Automatic rime switches shall Irsorpereile an over -ride swathing device *Neu a. is•reidtlyaoeM4ble; b. IS loomed so ms *person using the device can sae the IOU or the areas corsrolled bythe switdh, or es that the area beingillur inatedIs annunciated: e. is manually operated; • d. Wows the lighting to remain on lame more Man two hours when an over -ride Is initiated; and e. controls an ova not emcee ng 5,000 filar 5 percent of tampint fort oo t1rts ova 100,000 ft , whlehapver greater. P. 6 10905 /0013 ft ?5 . V... ' aY " w a uras:rialt2 r.LerFri Yee r Arw 6 Kt 1 Yr' '1'iNU'°vWAg9 Z re W • W D 00 : CO 0 to W' N LL? Q W 0 LL Q I al Z I-0 W IJJ 0 QS O N. W Ulu' Z I— - ij Z: 0 O 1- Z Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d July 23, 2001 File: 00 -354 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Cash and Carry United Grocers Address: 230 Andover Park East .n win. Permit No.: D 200a313 :, 1. Reinforced concrete 2. Structural steel erection -on site welding 3. Epoxy anchor bolt installation 4. Structural masonry 5. In place density testing of structural fill Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President if , JUL 2 4 2001 DOVE!. 0'i- 5 VIENT cc: RBI Construction -Rick Faxed 7 -23 -91 Fax number: 206- 246 -2659 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 2/15/01 Field Report Time: Inspector: Ice, Gerold Reviewed by: Jerry Anderson Report Number: 27759 Project Number: 00 -354 Permit #: D2000 -313 Project Name: Cash & Carry United Grocers Address: 230 Andover park E- Tukwila Temperature: On the above date, this inspector was on site at 230 Andover Park E. to inspect welding of #4 vertical bars to channel header. Welding is complete and acceptable on the above area as per approved detail A on sheet 2 of 3 of fax from Associated Engineers dated December 27, 2000. Workmanship is in accordance with applicable codes. :■,6 Distribute Client Distribute Engineer V Distribute Municipality Distribute Contractor _; Distribute Architect All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc E C E I V E D Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden MAR 0 5 2001 COMMUNITY DEVELOPMENT :v N. MOISTURE - DENSITY RELATIONSHIP TEST Project No.: 00 -354 Project: CASH & CARRY Location: STONEWAY 3" PITRUN Elev /Depth: Remarks: TESTED /CALCULATED BY M.HOLTZ REVIEWED BY A. HALE MATERIAL DESCRIPTION Description: MED SAND W/ AGG PITRUN Classifications: USCS: Nat. Moist. = % Liquid Limit = %> No.4 = 16.4% 140 130 n. 110 100 90 80 70 Curve No.: 041 AASHTO: Sp.G. = 2.64 Plasticity Index = Date: 2 -23 -2001 TEST RESULTS Maximum dry density = 133.3 pcf Optimum moisture = 9.2 % . d, 120 a .o SPEC. GaAV EQUAL TO: 2.8 2.7 2.6 11 1111111111111111 4t 1 1 %N 4S■ nme.. �Mti:■. ■ 0 5 1 0 Test specification: ASTM D 1557 -91 Procedure A, Modified Oversize correction applied to final results 15 Water content, % A.A.R. Testing Laboratory, Inc. 20 25 30 35 Plate Nn 40 W D. 0 0 W W 0 ! J r a I-W 1- O 2 H. a DO . 'O Ni W a ma O ~ :Z. Contact: ECT 97° 4 ` n ,Pr) 6 CoMMulrtr y DEVELOPMENT Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Date: 3/19/01 b(J Distribute Client ❑ Distribute Engineer ® Distribute Municipality ❑ Distribute Contractor ❑ Distribute Architect Field Report Time: Project Number: 00 -354 • Permit #: r Icg000 Report Number: 28436 Project Name: Cash & Carry United Grocers Address: 230 Andover park E- Tukwila Temperature: Visually inspected 5" x 5" x 5/16" welded and epoxy anchored door frame around new penetration, North side of building. Welding appeared adequate and acceptable as per AWS D1.1. Epoxy anchored allthread rods were already installed at time of inspection and appeared properly installed as per plan, and epoxy manufacturer's recommendations. Inspector: Sorantino, Mike Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden APR 0 5 2001 RECEWED APR - 6 2001 COMMUNITY DEVELOPMENT Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 3/16/01 b/j Distribute Client ❑ Distribute Engineer • Distribute Municipality ❑ Distribute Contractor ❑ Distribute Architect Field Report Time: Project Number: 00 -354 m,. m. Permit #: p D200o -3 Project Name: Address: Report Number: 28435 Cash & Carry United Grocers 230 Andover park E- Tukwila Temperature: Visually inspected welding of column -to -base plate and column -to- header (tube steel) connections at North side of structure. Welding appeared adequate and acceptable as per AWS D1.1 and plan provided, and was performed by a WABO certified welder using low hydrogen electrodes. Inspector: Sorantino, Mike Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden APR 0 5 2001 N. opt siw r: alL o a :a.adi..wv v O r ; N W .co UN • UJO q d . H : z 'AU V 0 H; =tlJi ; Z Lir VJI ,0 { RECEIVED APR — 6 2001 COMMUNITY DEVELOPMENT Client Name: Contact: Client Address: Date: Supplier. Plant Number: Mbc Number: Truck Number. 'Ticket Number: Number of Samples: Yards placed: Design Strength: RBI Construction 21001 1807132nd Ave NE #2 Bellevue, WA 98005 2/28101 Miles 1 01500 065 540968 3 3.5 2500 Inspection Performed: Reinforced Concrete Location: Footings Grid Lines/Location: 1 Line between J & K Remarks: Resteel was complete and acceptable for footings with the exception of horizontal dowels placed at slab level. Contractor has decided to epoxy in horizontal dowels. A RFI will be needed for change. Concrete was placed by wheelbarrow and mechanically vibrated. ® Conforming to approved plans Inspector: Ice, Gerold Reviewed: Sample ID Test Date Age Size Area Set# Total Load PSI Method 1729 3/7/01 7 6 X 12 28.26 1/1 1730 3/28101 28 6 X 12 28.26 1/1 1731 3/28/01 28 6 X 12 28.26 1/1 Distribution: ® Client ❑ Architect ❑ Engineer ❑ Contractor ®'Municipallty ❑ Owner /Other Field /Material Report 7f j ` " z. y 4 t 42 ter'; ' > 1 iralli z t,+rri'.hiat fit st 'r »> fir+ t , b� +� ) Project Number: 00364 Permit tf: LG20p0�313u , Project Name: Cash & Carry United Grocers Address: 230 Andover park E- Tukwila Air Temperature: 46 Concrete Temperature: 52 Air Content: Slump: Time Sampled: Added Water: Admixtures : 97940 3470 C 1231 136270 4820 C 1231 132450 4680 C1231 Report Number: 19069 ASTM C 1064 ASTM C 143 5 ASTM C 231 10:15:00 AM Date Mailed: Tested By: Preston Norgar Reviewed: Alan Hale • All reports are considered' onfidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Anderson, Jerry Fracture Type Pad Cap Pad Cap Pad Cap APR 0 5 2001 December 28, 2000 City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, Wa. 98188 Re: 230 Andover Park East Pennit D20Q9313 Dear Sirs, We have acknowledged a field change to Sheet A -5 detail "A" whereby the callout for non - bearing studs have been changed from 18 gauge to 25 gauge below the bearing beam and 20 gauge above the floor system up to the roof. Smart & Final hereby approves the changes as noted in attached detail as acceptable to us. . Should you have any concerns or comments please do not hesitate to call me at 323 - 869 -7591 Sinc F �•��. Gallarzo Co . • • m on Project Manager / Q2e00 No, 0516 P. 2/2 Smart &Final Food. Supplies • Business.Home Smart & Ftna1 Stores Corporation P.A. Box 512.377 Lois Angelna, California 9005i4177 :123. 860.7500 %vww,smartandfinal.Cnm L':15 ' ' ;....YaY 4.7e UM 11 kknLrrA@ w•: "ter: y, a133 AB'," Io W ul u. ? W �f 2 —i U. < l W z o, W Wi V 0. ta Ui i ii :O F Z WALL DETAIL EXISTING 6X BEAM tart% tt ttttttttUU 11111111111MItilttittlItIl EXIST'G FLOOR JOIST MEMBER TO BE REMOVED R ,. BOTTOM RUNNER W/ I /2" DIA . SHOT PI •32 "'O C EXIST' G OOR JOIST ME (E) CONC. SLAB - EXIST'G ROOF MEMBER . -TOP RUNNER 3 5/8" MIL . STUDS ICJ .."2:0 I). • 16' O.C. WALL TY 'X ". BOTI -I SID TOP RUNNER 3 5/8' MTL;; STUDS •1; • G►h • 16`• O ..0 5/8" • DRYWALL TYPE BOTH.. SIDES. • • BOTT0fv1 ' RUNNER . .1/2" DIA : SHOT PINS •32'•0. C. c.:aLt:IGA:SSli�es:a. �J ::.;::i:: i .`.�A,Y.a.:iet.#raa�fwmn,:::.;i m• stila6 . uL SiaJ.... �s�,: ::SbGi..,ivrilwali"ttxS.44u14¢1 .;.daiti sire�«. Test # Field Density Report - Nuclear Method Report Number 3363 A.A.R Testing Laboratory, Inc. 7126 180th "Ave. N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Date: Yti RBI Construction 210 Client: Contact: Address: 230 Andover park E -Tuk Bellevue, WA 98005 2/23/01 aterial Data Material Description: 3" Pit Run Layer Thickness: 12" Tested © 8" depth Source: Stoneway Compaction Method: Hoe Ram Laboratory Test Method Modified Proctor ASTM D1557 Project Number 00 -354 Project Name: Cash & Carry United Grocers Address: 230 Andover park E- Tukwila Permit Number: D2000 313 Time: Compaction Requirements: 95 % n Conformance ❑ Non Conformance and conditions when the test was conducted. est,'Device Nuclear Gauge: CPN MC1 DR MD10700324 Test Methods: Soil ASTM D2922, ASTM D3017 DirectTransmission ❑ Back Scatter Standard Coun Density Count: 44877 Moisture Count: 9597 Tested By: Chubb, Jim Locations /Elevations Wet Density Moisture% Dry Density Lab Density %Compaction 1 Existing Dock Backfill E. @ -3' 142.4 8.06 131.7 133.3 99% 2 Existing Dock Backfill E. @ -3' 141.5 9 129.8 133.3 97% 3 Existing Dock Backfill E. @ SG 143.1 8.9 131.4 133.3 99% 4 Existing Dock Backfill W. @ SG 142.7 9.4 130.4 133.3 98% Reviewed By: Alan Hale Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Architect Distribute Municipality Test results indicate the density of the material at the above indicated locations, at the time RECEIVED All reports are considered confidential and are the property el the client and AAR Testing Laboratory Inc..Reproduction except In full, without the written consent of AAR Testing is strictly forbidden. MAR 1 2 2001 BUILDING DEPARTMENT DL 00. u W W! W W O. N = CJ l-. W Z I— O '. Z F-■ 11J uf 1 0 � W' ` V r rTh IlIZ'. .. rw: .. ta. 1... L..-. 1us:' s. l.- i.. azti:.•:.::li::;t+:sw:uL"1si�i't .v. trswe fOketi'us(k41 ;tidi�s,.b:�'vya:':'a• ` s.Wle.x+drst�ivn123'IVIa..,.a 'st.'a'm.t estin L� Client Name: RBI Construction 21001 Contact: Client Address: 1807132nd Ave NE #2 Bellevue, WA 98005 Date: Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: 1/8/01 Miles 3 18250BF 017 0535409 3 9 2500 ® Conforming to approved plans Sample ID Test Date Age Size Area Set # 203 1/15/01 7 6 X 12 28.26 1/1 204 1/24/01 16 6 X 12 28.26 1/1 205 25101 28 6 X 12 28.26 1/1 Distribution: . Client ❑ Architect ❑ Engineer ❑ Contractor Tel Municipality ❑ Owner /Other Field /Material Report j rr-� rt s n ur •�cn ti Brat rt�c.171 8180t1EAve N E Park l8u { ff 425 88t5812 Fax 425.681; Inspector: Flint, Sean Project Number: Permit #: Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures : Total Load Report Number: 18443 00-354 172000 - 313 230 Andover park E- Tukwila 50 66 ed Grocers ASTM C 1064 ASTM C 143 3.5 ASTM C 231 1:00:00 PM Inspection Performed: Reinforced Concrete Location: Footings Grid Lines/Location: Loading dock footing on North side of building. Remarks: Resteel was per plan. Concrete was placed via pump and was mechanically consolidated. Reviewed: Anderson, Jerry PSI Method Fracture Type 36900 1310 C 1231 49860 1760 C 1231 68800 2430 C 1231 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Pad Cap Pad Cap rES 0 2001 Date Mailed: Tested By: Preston Norgar Reviewed: Alan Hale RECEIVED FFr' 1 2001 COIF , UNITY DEVE1. ° MEW Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 3/5/01 _� Distribute Client ❑ Distribute Engineer Vi Distribute Municipality J Distribute Contractor iJ Distribute Architect Field Report Time: Project Number: 00 -354 Permit #: D2000 -313 Project Na . ash & Carry United Grocers Address: 230 Andover park E- Tukwila All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden D011; 6! ��I Report Number: 28845144 r Temperature: Masonry Onsite to inspect grouting of reinforced CMU at wall infill at 1 line from G -H. Resteel installed per detail D /A5. Grout batched onsite and vibrated. Contractor used target concrete mix. Inspector: Wycoff, Allen Reviewed by: Jerry Anderson Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 3/6/01 ,V Distribute Client .l Distribute Engineer k Distribute Municipality 1 Distribute Contractor Distribute Architect Field Report Time: Project Number: 00 -35 Permit #: Project Name: Address: Inspector: Wycoff, Allen Reviewed by: Jerry Anderson Report Number: 28847 arty United Grocers 230 Andover park E- Tukwila Temperature: Masonry grouting of CMU at 1 line from G -H at 4 -8' lift. Resteel installed per detail D /A5. Grout batched onsite, placed by bucket, an vibrated. Batched target concrete mix. All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 3/6/01 �/I Distribute Client ❑ Distribute Engineer S6 Distribute Municipality Distribute Contractor n Distribute Architect Field Report Time: Project Number: 00-35 Permit #: Project Name: Address: Inspector: Wycoff, Allen Reviewed by: Jerry Anderson Report Number: 28846 United Grocers 230 Andover park E- Tukwila Temperature: Masonry Onsite to inspect grouting of CMU at 1 line from G -H, 8 -12' lift at wall infill. Resteel installed per detail D /A5. Grout placed by bucket and vibrated. Grout batched onsite. Contractor batched target concrete mix. All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 0 Q CO u s W W` co IL cc lL O f u. VJ ri z � 2 DL V (D uj = Wi . z. C ; PEI Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 2/14/01 Field Report Time: Report Number: 27931 Project Number: 00-3 4 Permit #: D2000 -31 Project Name: & Carry United Grocers Address: 230 Andover park E- Tukwila Temperature: Arrived at jobsite for welding inspection of tubesteel -to- column and embed header. However, work was still in progress and ongoing. Reinspection necessary upon completion. • Distribute Client El Distribute Engineer /i Distribute Municipality T. Distribute Contractor Distribute Architect Inspector: Sorantino, Mike Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden :uSe.t 4iti.sw• it.::u0:_ ,. . +m•'. ,4�;..^dn ••, -, s'h&LliS_i Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 3/12/01 Field Report Masonry Onsite to inspect grouting of CMU at wall infill at 1 line from G -H at 16 -20' lift and 20 -24' lift. Resteel installed per plans and specifications. Grout placed by bucket and vibrated. Grout batched onsite, utilizing concrete mix. NA Distribute Client Distribute Engineer F Distribute Municipality 7 Distribute Contractor Distribute Architect Time: All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden Inspector: Wycoff, Allen Reviewed by: Jerry Anderson Report Number: 28839 Project Number: 00 -354 Permit #: // 12000 -313 Project Namc�__Castr: Carry United Grocers Address: 230 Andover park E- Tukwila Temperature: x,r<`. Antal :�Yd id.taxi Lr r:MUUC..f to^. Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 3/7/01 Distribute Client Distribute Engineer k Distribute Municipality Distribute Contractor 7 Distribute Architect Field Report Time: Project Number: 00 -354 Permit #: Project Name: Address: Report Number: 28848 Cash & Carry United Grocers 230 Andover park E- Tukwila Temperature: Onsite to inspect grouting of reinforced masonry at 1 Line from G -H at 12 -16' lift. Resteel installed per plans and specifications. Grout placed by bucket and vibrated. Contractor batched target concrete on site. Inspector: Wycoff, Allen Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 2/15/01 Distribute Client 7 Distribute Engineer i Distribute Municipality Distribute Contractor Distribute Architect Field Report Time: Project Number: 00 -354 Permit #: Project Name: Address: Inspector: Sorantino, Mike Reviewed by: Jerry Anderson Report Number: 27930 Cash & Carry United Grocers 230 Andover park E- Tukwila Temperature: All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Visually inspected welding of tubesteel builtup header to column and embed at northeast corner of existing structure. Welding appeared adequate and acceptable as per AWS D1.1, and was performed by a WABO certified welder, as per code. .. : . N�"+6ih'ud /Ja.:.Y.. • '.:YUU ` Report Number: 19292 A.R Testing "Laboratory; Inc ;7126 ,180t1r AveN.E ,? °Park 180, Suite C101,'Redmond, WA 98052 . Ph one 425 881.5812 Fax 425 881 544'1 Client Name: RBI Construction 21001 Contact: Client Address: 1807132nd Ave NE #2 Bellevue, WA 96005 Date: 2/8/01 Field /Material Report ® Conforming to approved plans Inspector: Kent, Gena Sample ID Test Date Age Size Area Set # Total Load 1078 2/15/01 7 6 X 12 28.26 1/1 1079 3/8/01 28 6 X 12 28.26 1/1 1080 3/8/01 28 6 X 12 28.26 1/1 Project Number: 00-3 Permit #: Project Name: as arry United Grocers Address: 230 Andover park E- Tukwila Supplier: Miles Air Temperature: 34 Plant Number: 1 Concrete Temperature: 69 ASTM C 1064 Mix Number: P150A Air Content: ASTM C 143 Truck Number: 48 Slump: 4.5 ASTM C 231 Ticket Number: 53890 Time Sampled: 10:59:00 AM Number of Samples: 3 Added Water: Yards placed: 10/13.5 Admixtures : NON CC 1 PER MBAE 90 'LOPER Design Strength: 2500 Location: Slab On Grade Inspection Performed: Reinforced Concrete Grid LineslLocation: For slab on grade (ramp). Remarks: Concrete placed by pump and consolidated by rodding. Had steel de -iced and cleaned. Reviewed: Anderson, Jerry PSI Method Fracture Type 82660 2930 C 1231 Pad Cap 113610 4020 C 1231 Pad Cap 118720 4200 C 1231 Distribution: n Client ❑ Architect Date Mailed: ❑ Engineer ❑ Contractor Tested By: Preston Norgar G Municipality ❑ Owner /Other Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Pad Cap RECEIVED I''." . 9 `r'601 . COMMUNITY DEVELOPMENT 1 -, 0O fn 0' 9 W O LLQ co = C!, 1— W ;: ty/ . U O , • . O — W ▪ V IL t— O ; W Z tn ;' 0 t-f: Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 2/28/01 Distribute Client L Distribute Engineer Distribute Municipality J Distribute Contractor Distribute Architect Field Report Time: Project Number: 00 -35 Permit #: Project Name: Address: Report Number: 28353 & Carry United Grocers 230 Andover park E- Tukwila Temperature: On the above date, this inspector was on site at 230 Andover Park East to inspect welding of loading dock framing. * All welding was performed by WABO certified welders using approved filler material. Workmanship is in accordance with approved plans. Inspector: Ice, Gerold Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden J'1 MAR 1(lnll 14= .,firs,,xc�JC r .... -. ... .. tdl3Vii tA,l a�:,kk Cti �i3� °t '4�1ax,;; >:::. �..aa. re. ayav,_u. e; Report Number: 19069 satin ^'f Tye7Y:iiS' : _ 7 • - l.; i' '"'�'t - 'vim. S r, 1 Yr` "tiff `4F";., x 4n -, t.. w.� y7 , , •. 128180th`Ave N E r Park 180' Suite C101 Redmond; WA 9805 one425 881 58'12 Faz 425 881 } 544 1'` Client Name: RBI Construction 21001 Contact: Client Address: 1807 132nd Ave NE #2 Bellevue, WA 98005 Date: 2/28/01 Supplier: Miles Plant Number: 1 Mix Number: 01500 Truck Number: 065 Ticket Number: 540968 Number of Samples: 3 Yards placed: 3.5 Design Strength: 2500 1729 3/7/01 7 6 X 12 28.26 1/1 Distribution: in Client ❑ Architect ❑ Engineer ❑ Contractor Municipality ❑ Owner /Other Field /Material Report Project Number: 00- Permit #: ` D2000 -31 Project Nam Cash & Carry United Grocers Address: 230 Andover park E- Tukwila Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures 46 52 ASTM C 1064 ASTM C 143 5 ASTM C 231 10:15:00 AM Inspection Performed: Reinforced Concrete Location: Footings Grid Lines /Location: 1 Line between J & K Remarks: Resteel was complete and acceptable for footings with the exception of horizontal dowels placed at slab level. Contractor has decided to epoxy in horizontal dowels. A RFI will be needed for change. Concrete was placed by wheelbarrow and mechanically vibrated. Conforming to approved plans Inspector: Ice, Gerold Reviewed: Anderson, Jerry Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 97940 3470 C 1231 Pad Cap Date Mailed: Tested By: Preston Norgar Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden MAR :LG lN� U O coo , to co W 0 2 g J' lL Q ;. CO 1 Ili Z t WIIJ 2 re '0 i- W W, =U .. Z U CO' Z ;. Client Name: RBI Construction 21001 Contact: Client Address: 1807 132nd Ave NE #2 Bellevue, WA 98005 Date: 1220100 Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 3 Yards placed: Design Strength: Miles 1 0360046 725 •533xxx 11 2500 Field /Material Report Report Number: 18425 ? K'r -3 rw 1^a"at m L Yt �^'['� 4 t .7+nr�+•rc. -�. 1r^t to I r 1104 �1 JA VQ N E i Park,180� Sutt: X 101w 4dt�tc c Phortrel42 1Z Fs r42�i.8d1 X44 ' ,� +[ U •^... h� { :..� a.N °.�U:tr ?t.�a 4 � a4.��?. Conforming to approved plans Inspector: Flint, Sean Sample ID Test Date Age Size Area Set # 012808 1227/00 7 4 X 8 12.56 1/1 012809 1/17/01 28 4 X 8 12.56 1/1 012810 1/17/01 28 4 X 8 12.56 1/1 Distribution: Project Number: 00454 Permit DIM Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures : Total Load 29 62 38080 3030 C 1231 59770 4760 C 1231 62970 5010 C 1231 6 6:45:00 AM 10 gal by pump operator Reviewed: Hale, Alan RECEIVED JAN 22 2001 TUKWILA PUBLIC WORKS Cash & Carry United Grocers 230 Andover park E- Tukwila ASTM C 1064 ASTM C 143 ASTM C 231 Inspection Performed: Plain concrete slab Location: Freezer rat slab Grid Lines/Location: Remarks: Concrete was placed via pump. Tested and sampled concrete for compressive strength testing. Ticket number could not be fully deciphered due to printing error. *Ticket number is not legible. PSI Method Fracture Type Pad Cap Pad Cap Pad Cap ,J Client ❑ Architect Date Mailed: JAN i 2001 FT Engineer E Contractor Tested By: Preston Norgar d'i Municipality 71 Owner /Other Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ft, U1 n V U 0' N o W 0 i U-Q = d H LU 2 Oi zl- W UJt — DI_- T 0, IL f"r 0 , F=' F 0 ,, Client Name: Contact: Client Address: Date: Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: 11 Design Strength: 2500 RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 12/20/00 Miles 1 0360046 725 *533xxx 3 012808 12/27/00 7 4 X 8 12.56 1/1 Field /Material Report Report Number: 18425 7128180th # e N E,iParkr180TS iite C101` Red mond,V1 98052y �2h�'�:ts:u b:ia �l'.�::�;.1,r..ik��:jl�5at:9''� �i9 t Ar: n,: LG• Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures Sample ID Test Date Age Size Area Set # Total Load 00 -354 20oes - Cash & Carry United Grocers 230 Andover park E- Tukwila 29 62 ASTM C 1064 ASTM C 143 6 ASTM C 231 6:45:00 AM 10 gal by pump operator Inspection Performed: Plain concrete slab Location: Freezer rat slab Grid Lines /Location: Remarks: Concrete was placed via pump. Tested and sampled concrete for compressive strength testing. Ticket number could not be fully deciphered due to printing error. *Ticket number is not legible. ® Conforming to approved plans Inspector: Flint, Sean Reviewed: Hale, Alan PSI Method Fracture Type 38080 3030 C 1231 Pad Cap — Distribution: �� Client E Architect Date Mailed: DEC 2 9 2000 7 Engineer L! Contractor Tested By: Preston Norgar rcei Municipality Owner /Other Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden xL Client Name: RBI Construction 21001 Contact: Client Address: 1807 132nd Ave NE #2 Bellevue, WA 98005 Date: 12/21 (6) » Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Miles 1 0360A4 108 533975 3 10 Design Strength: 2500 Inspection Performed: Grid Lines /Location: Remarks: 012847 12/28/00 7 4 X 8 12.56 1/1 Field /Material Report Inc ,7128'180th Ave NPark`180SLite:C1 P hone '425 881 Fa 2 1 5441 p0 Project Number: 00-354 Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures Sample ID Test Date Age Size Area Set # Total Load Report Number: 18426 Ilnotid�AIAa�8052 °�'�"' 46 60 .Li d2000 -313 Cash & Carry United Grocers 230 Andover park E- Tukwila Location: Slab Conforming to approved plans Inspector: Flint, Sean Reviewed: 25930 2060 C 1231 ASTM C 1064 ASTM C 143 ASTM C 231 5.5 6:45:00 AM 10 gal by pump operator Reinforced Concrete Freezer floor slab. Wire mesh was installed per plan and was suspended in middle of slab. Concrete was placed by pump method. Tested and sampled concrete for compressive strength testing. PSI Method Tested By: Reviewed: Hale, Alan JA.. Date Mailed: Jt1N Distribution: Client IJ Architect J Engineer Contractor Municipality Owner /Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Fracture Type Pad Cap Preston Norgar Alan Hale A.A R Testing L Client Name: Contact: Client Address: Date: Supplier. Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 3 Yards placed: Design Strength: Inspection Performed: Grid LineslLocation: Remarks: Field /Material Report Report Number: �rafory� Inc 7126180th Ave N E ;Park 18Q, 5uiteC141; i „,. l one 425 881 5812 ?Fax 5 8 4281 ! RBI Construction 21001 1807132nd Ave NE #2 Bellevue, WA 98006 1 2/2 0 1) (00 Miles 1 0360A4 108 533975 2500 Reinforced Concrete Freezer floor slab. Conforming to approved plans Inspector: Flint, Sean Sample ID Test Date Age Size Area Set # 012847 12/28100 7 4 X 8 12.56 1/1 012848 1/18/01 28 4 X 8 12.56 1/1 012849 1/18/01 28 4 X 8 12.56 1/1 Distribution: 'r' Client ❑ Architect _i Engineer 7 Contractor k Municipality ❑ Owner /Other Project Number: 00-354 Permit #: d2000313 Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: 10 Admixtures : Cash & Carry United Grocers 230 Andover park E- Tukwila 46 Location: Slab 25930 2060 C 1231 46360 3690 C 1231 44780 3570 C 1231 18426 60 ASTM C 1064 ASTM C 143 5.5 ASTM C 231 6:45:00 AM 10 gal by pump operator Wire mesh was installed per plan and was suspended in middle of slab. Concrete was placed by pump method. Tested and sampled concrete for compressive strength testing. Reviewed: Hale, Alan Total Load PSI Method Fracture Type All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Pad Cap Pad Cap Pad Cap Date Mailed: J 1 p N %CO I Tested By: Preston Norgar Reviewed: . Alan Hale RECEIVED i!AN 3 0 2001 COMMUNITY DEVELOPMENT V O, N o N u1W a = ' co WO le a( N D H W ., 1- 01 W ~' 3 p' (0' O H: = Ui • F- — Z Ul O 1H A'A.R 7esting.La Client Name: RBI Construction 21001 Contact: Client Address: 1807132nd Ave NE #2 Bellevue, WA 98005 Date: 1/8/01 Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Miles 3 18250BF 017 0535409 3 Yards placed: 9 Design Strength: 2500 Inspection Performed: Grid Lines/Location: Remarks: Sample ID Test Date Age Size �oratoty, inc 712i$180t�i�Avr N �.Palrk 180, Stiit�e Redmond; WA 98052 r �� .. .. ...... nnwd2RRR1 '•RR12i�snr;d25Rttil�dl,s.... .. �i,�� ✓. :s Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures : • Reinforced Concrete Location: Footings Loading dock footing on North side of building. Resteel was per plan. Concrete was placed via pump and was mechanically consolidated. Conforming to approved plans Inspector: Flint, Sean Reviewed: Anderson, Jerry Area Set # Total Load 203 1/15/01 7 6 X 12 28.26 1/1 36900 1310 C 1231 204 1/24101 16 6 X 12 28.26 1/1 49860 1780 C 1231 Distribution: LiFJ Client ❑ Architect E Engineer ❑ Contractor k Municipality n Owner /Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Field /Material Report Report Number: 16443 Project Number: 00-354 Permit 0: P2.0 — 31 Project Name: Cash & Carry United Grocers Address: 230 Andover park E- Tukwila 50 66 ASTM C 1064 ASTM C 143 3.5 ASTM C 231 1:00:00 PM PSI Method Fracture Type Pad Cap Date Mailed: Tested By: Preston Norgar Reviewed: Alan Hale Client: RBI Construction 21001 1807 132nd Ave NE #2 Bellevue, WA 98005 Contact: Date: 1/4/01 Distribute Client ❑ Distribute Engineer Distribute Municipality ❑ Distribute Contractor ❑ Distribute Architect Field Report Project Number: 00 -354 Permit #: 02000 -313 Project Name: Cash & Carry United Grocers Address: 230 Andover park E- Tukwila Time: 10:15:00 AM Inspector: Flint, Sean Reviewed by: Jerry Anderson Report Number: 26621 Temperature: 46 Performed compaction testing on 4 locations in footing trenches at top of subgrade. Testing was performed on sand. Pit sand was delivered from supplier with a proctor value of 112.0 lbs/ft3. All tests exceeded 95% at this value. A sample of the sand was acquired to run a proctor. Test results should be completed in 1- 2days. All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: RBI Construction 210 Contact: Address: Date: Test # Field Density Report - Nuclear Method Report Number 3231 Tes ing,Laboratory,$Inc 1 7126180th °Aye N Parkr180� C101 Redmond , �� 8052 Phone 425 8815812�Faz�425 8815441 {ta�;� r r� xt i v�.r.�.i.ris'k c1��1?L.�e fA'�`�'� va..cL•tg= �.:3:.�� °�:ist o. �.°_.' r'. ��.• 1 .. kivtL�.. �ii�tth�3�itivi ?.�L'YzeS�i�riG� �•.�, i .. �, 230 Andover park E -Tuk Bellevue, WA 98005 1/4/01 Reviewed By: Alan Hale Distribute Client Distribute Engineer Distribute Municipality Material D ata 47, vaw .a.a.a.awv.r..axum�w.t]...uaxa Material Description: Sand Layer Thickness: 1" foot Source: Import Compaction Method: Hoe Pack r.^1Y!!PtT`'+ eta! r8^- 1. wx^.�» 1 �• Laborator�fT�estMethod��; 1 See sketch below for locations 2 rr 3 4 t1 1 tt tt Compaction Requirements: Remarks /Specifications All tests taken at top of subgrade. Drawing is not to scale. Project Number Project Name: Address: 00 - 354 Cash & Carry United Grocers 230 Andover park E- Tukwila Permit Number D2000 -313 Time: 10:30:00 AM yyl.. �a,#ii 4u Density Count: 123 10.7 123 14.3 126.6 15 95 % ❑ Conformance ❑/ Non Conformance Tested By: T De Nuclear Gauge: Troxler 3430 28462 Test Methods: Soil ASTM D2922, ASTM D3017 n/] DirectTransmission ❑ Back Scatter ,y'?a:i zit• or rd Coin:; 2908 Moisture Count: M Modified Proctor ASTM D1557 Locations /Elevations Wet Density Moisture% Dry Density Lab Density %Compaction 659 122.2 12.9 108.2 117 92% 111.1 117 107.6 117 110.1 117 t ECE V ED AN 1 6 2001 TUKWILA PUBLIC WORKS 95% 92% 94% Flint, Sean ❑ Distribute Contractor i_; Distribute Architect Test results indicate the density of the material at the above Indicated locations, at the time and conditions when the test was conducted. All reports are considered confidential and are the property of the client and MR Testing Laboratory Inc..Reproduclion except in full, without the written consent of MR Testing is strictly forbidden. Z Z g C. 00 ;tit 0, W W w O Q ` = CJ . r Z � ~~ O Z H; w .D Q 0 , Z U4 Z .= U N' 0 r, Field/Material Report Report Number: 18443 • .1) Ir '" I ; (6 "" tieiii2 V425.881 '44.,451)1 '2144.,;.1 )12.i.S.1.1 .rA^. " „i k.,111.■ , 4V t Client Name: RBI Construction 21001 Contact: Client Address: 1807 132nd Ave NE #2 Bellevue, WA 98005 Date: 1/8/01 Supplier: Miles Air Temperature: Plant Number: 3 Concrete Temperature: Mix Number. 18250BF Air Content: Truck Number: 017 Slump: Ticket Number: 0535409 Time Sampled: Number of Samples: 3 Added Water: Yards placed: 9 Admixtures Design Strength: 2500 Inspection Performed: Reinforced Concrete Location: Footings Grid Lines/Location: Loading dock footing on North side of building. Remarks: Resteel was per plan. Concrete was placed via pump and was mechanically consolidated. Conforming to approved plans Inspector: Flint, Sean Project Number: 00-354 Permit # Project Name: Cash & Carry United Grocers Address: 230 Andover park E-Tukwila D 200a- 3 13 50 66 ASTM C 1064 ASTM C 143 3.5 ASTM C 231 1:00:00 PM Reviewed: Anderson, Jerry Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 203 1/15/01 7 6 X 12 28.26 1/1 36900 1310 C 1231 Date Mailed: „A:4 Tested By: mike holtz - Reviewed: Alan Hale Distribution: Client T. Architect Engineer Contractor W. Municipality 7 Owner/Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly forbidden 11,1' 01 r iL r 61 co 01- 140 130 120 100 90 80 70 MOISTURE- DENSITY RELATIONSHIP TEST Project No.: 00 -354 Project: CASH & CARRY Location: IMPORT Classifications: Nat. Moist. = % Liquid Limit = %> No.4 = 0% 0 U SCS: Curve No.: 012 Elev /Depth: Remarks: TESTED /CALCULATED BY M.HOLTZ REVIEWED BY A. HALE MATERIAL DESCRIPTION Description: IMPORT MED SAND AASHTO: Sp.G. = 2.64 Plasticity Index = Date: 1 -08 -2001 RECEWED JAN 1 6 2001 TUKWILA PUBLIC WORKS TEST RESULTS Maximum dry density = 117.0 pcf Optimum moisture = 5.5 % Test specification: ASTM D 1557 -91 Procedure A, Modified Oversize correction applied to final results 100% SATURATION CURVES FOR SPEC. GRAY. EQUAL TO: 2.8 2.7 2.6 5 1 0 15 20 25 30 Water content, % A.A.R. Testing Laboratory, Inc. 35 Plate Nn 40 � v- 0 2' Wu W W, -I i : w W W 0' l ma Z , City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - 7/2 4o /ei I 0 Response to Incomplete Letter # ❑ Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: deS L 3 64 rm Project Address: 230 41 )c Ld. (la 4'L F Contact Person: ? k �PV- j�f�� Phone Number:ZCb 3Ao - Moe: Summary of Revision: O Sheet Number(s): 'Tr, . ,•! ► : :t,flt.. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: PErai9rr CEI i 1 ET: W Entered in Sierra on 7 a2G Plan Check/Permit Number: I) 2C1' I - 3 ( 3 ?tip r � i ; 08/30/00 U U mo o' W UJ ▪ F N U- w O U F W Z �' H O Z Hs o U W • O w � . - + o z y t%,taCjf'f�ii.lt • , +lit: (11 1.411 $(.)1; City of Tt1K1' +Ilel �lf�iti!fttj tlr,:j; ?`lt 6:5O0 Sclulhco:nter ESivri ;J to c�(�Vw: �•.�U s`i:'1' ".�i y��C. ..'t i, Jfl�, .)i , • H;t t;.t ,' (, n!';, .i .,�rJ� r I t i' €! , ^`C 1t' v ' T z 0:1' It 3i 1.! 5 ?t, iti Erst Sit, !I \ R.A N. TL ^•iTitiCi ..._..::aim, _n.,�,..... ._::1.,.. ,...,... Smart & Final Date: November 2, 2000 To: City Of Tukwila — Building Division Mrs. Brenda Holt 6300 SouthCenter Blvd. Tukwila, Wa. RE: Remodel — existing Cash & Carry Site Location: 230 Andover Park East Plan Check Comments Dear: Brenda, Here are the comments to attached plans. Comments from Ken Nelsen, Plan Examiner. # 1 See sheet A3- details B,E & F and calculations. Please note the width of the ramp and metal roof was reduced from 16' -9" to 11' -0" # 2 These walls are non - structural and have been clarified on detail "A" Sheet A -5 . This condition was also revised on Sheet A -2 # 3 Both the existing emergency exit & relocated Front exit sliding doors shall have an illuminated exit sign complying with UBC Section 1003.2.8 & 1003.2.9. # 4 Our Fire life and safety subcontractor will supply under separate plans and permit both this information along with Fire & burglar plans. # 5 Our Electrician, St. Johns Electric has a permit for this remodel. He will provide compliance forms as requested , under his permit. Comments from David McPherson, Public Works 600 Citadel Dr. City of Commence, California 90040 (323) 869-7500 (323) 869-7856 If you need additional information, please feel free to contact me at (323) 869 -7591 . Sincerely, Fernando Gallarzo Project Manager WS Water (Fonn684.25) 2/28/00 # 1. Our Contractor RBI will provide. # 2. Our Contractor RBI will provide. # 3 Existing loading docks sump pump will be removed and any lines from it will be capped. The parking area created at existing loading dock slopes away from building a min, 2% to existing catch basins. Additional Comments - 1. This was clarified with David McPherson that we did not need this. 2. A back flow device will be installed if not existing . .. ...... ,.. «......nv.w m w..rrv�hw.«. ay.........+..ww.wa. • M«+N ^UiraYlMtf ✓.at +. r co 0 N W;. J w 0 u_ Q; u a _ ':. i O z H D O 0 w w Z N' Smart & Final e(4 VAa F 2D&_431.3`455 Date: November 27, 2000 To: City Of Tukwila — Public Works Mr. Dave McPherson 6300 SouthCenter Blvd. Tukwila, Wa. RE:. Remodel — existing Cash & Carry Site Location: 230 Andover Pack East Plan Check Comments e00 Citadel Dr. awe/Commence. California 90040 (323) 100.7500 (320) 069.7sMe Deer. Dave, Thanks for talcng my call this morning, per our conversation you requested the following Information 1. ' The total IMPORT FILL of the existing loafing dock will be 220 cubic yards of s3ructural Fill If you need additional information, please feel free to contact me at (323) 669 -7591 . Gallarzo Manager DL000' 313 ..w4....w.,M<u a�ezr gJSw;ar,WJ. �tixt�Yrme#ur .maw.sar,+aludfa3:sa, i „k. -�:• v, "u: 4 i'6kF,Y�:c :� ^11)a'. ".e$. S Ati d<Gks �.F !;t?w:id w,rx�'e'>+ta �` t:..:;Y1fE2SW +.^' .147s3it 'aiva katinxtY • ..o4.3' +:i,. 44 ws wnry Pam OW) 2raroo I/1 'd 09L6 ' °N 'IVNIJ '8 RIMS NV9 :6 0002 'LZ '^ON r Q w • J m (Jo., coo ww •w o; 2 g -J u. <C' i d ; I w z 1-0 ZH' • W 0; . W Z ' :: U N, Z City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: September 15, 2000 APPLICANT: RBI Construction Inc. RE: Cash & Carry Tenant Improvement D2000 -313 ADDRESS: 230 Andover Park East Steven M. Mullet, Mayor co 0 w = w w 0 . ga a IL. Please review the following comments listed below and submit your revisions I CO w accordingly. If you have any questions on the requested revision, Deb Ritter is the z planner assigned to the file and can be reached at 206 - 431 -3663. z o 1. The land use associated with the Cash & Carry site is considered to be o "Retail Sales, Bulk ". Under Tukwila's off - street parking regulations (TMC :o co 18.56), the existing number of parking spaces (28) is considered to be 01- u j legally non - conforming for that use. For this reason, you may not decrease x the existing number of parking spaces. In particular, the proposal to o eliminate the 9 tandem parking spaces cannot be approved. . z Lir ' 2. The plan you submitted only identifies the general location of 9 tandem o 0 spaces along the north property line and 13 additional spaces along the z west property line (for a total of 22 spaces). Please locate all 28 spaces on the plan and resubmit. 3. Please provide a brief narrative describing the purpose of the demolition of the loading dock and how it will affect on -site parking and traffic circulation. 4. Please provide a brief narrative describing the purpose of the demolition of the interior non - structural walls and whether or not this will change the current use and functions in the building. The floor plan should show the existing and proposed uses that will occur as the result of the demolition. These uses should be labeled and the associated square footage for each use provided. 5. Please clarify the information illustrated on Sheet A4 by labeling the elevations properly (i.e., "west elevation" or "south elevation "). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 z TO: BUILDING DEPT. - Brenda Holt, Permit Coordinator FROM: PUBLIC WORKS DEPT. — David McPherso ictreN DATE: October 17, 2000 SUBJECT: Cash & Carry Public Works Comments Tenant Improvement — D2000 -313 Review Comments - 1. Fill of existing loading dock will require a land alteration permit. 2. Haul route permit required as fill of existing loading dock is greater than 50 cubic yards of material. 3. Will require TESC and storm drainage plan for work within the existing loading dock area. May be a sump pump for existing CB, within existing loading dock area. Additional Comments — MEMORANDUM 1. Boundary Line Adjustment may be required, as assessor's map, shows this project site located on two parcels. Parcel numbers 022320 -0100 & 022320 -0032 2. Check for backflow device for existing systems. 3. Spoke by phone with Mr. Rick Berglund of RBI Construction, this a.m., regarding the above items. He stated that RBI, will apply for additional permits as applicable and wants to construct all of project, at one time. CC: Planning Department Public Works Department, Kathleen DeJesus BUILDING DIVISION REVEIW Plan Review: Ken Nelsen, Plans Examiner No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206-431 -3670 Date: October 19, 2000 Project Name: Cash & Carry Food Tenant Improvement Permit Application Application #: D2000 -313 A general Building Division plan review has been completed for the subject project. Please address the following comments in an itemized format, accompanied with revised plans and/or documentation. 1. The proposed metal roof for the new loading dock area must be accompanied with engineered structural plans and calculations. The engineered documents must show how the roof will resist the wind and roof loads found in the 97 U.B.C. 2. Explain whether wall details A and B on sheet A5 are or are not load baring. If they are not load baring, indicate a deflection or slip track attachment detail for the wall to the roof. 3. Confirm the existing exit sign or provide new exit signs and exit illumination that comply with U.B.C. Section 1003.2.8 and 1003.2.9. 4. Identify on the floor plans with legend symbols, the general locations for Fire Alarm horns and strobes as required in Washington State UBC Amendment Section 1106.15. 5. The new lighting for the expanded retail floor area is noted to match the existing. The Washington State Energy Code requires a verifiable lighting plan at 1 watts per square foot for the new retail lighting. Additionally, revise the State Lighting Compliance Form to match the plans. Please note: a separate mechanical permit will be required for the walk in refrigeration coolers rooms. V 01 CO o CO V u. W }} g 1L •C W z1_; I- 0 zF wi COI U 0 -I o I-, = U? ui ZI o ~ Z October 26, 2000 Jim Bray RBI Construction Inc 1807 — 132nd Avenue NE, #2 Bellevue, WA 98005 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -313 Cash and Carry 230 Andover Park E Dear Mr. Bray: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 - 313 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 w • tr 2 O 0 i CO ca cow w CO IL w 0' gQ ci) D:: = l-.wr Z ''; Z1-� .. O N ww u. O — z . U N , z September 20, 2000 Jim Bray RBI Construction, Inc 1807 — 132 " Avenue NE, #2 Bellevue, WA 98005 City of Tukwila RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -313 Cash and Carry 230 Andover Park East Dear Mr. Bray: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 13, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206) 431 -3670, if you have any questions regarding the following: 1. Provide plan detail for corrigated metal roof over loading dock. 2. Provide electrical plans and complete the enclosed Washington State Energy Code form for lighting. Planning Division: Deb Ritter, Assistant Planner, at (206)431 -3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator end /hit File: Permit File No. D2000 -313 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 • Fax: 206 - 431 - 3665 DEPARTMENTS: Build nfg"Division Public works DM MAUA Jo 7 Complete l KROUII.I)(W WTI PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -313 DATE: 10 -5- 2000 PROJECT NAME CASH & CARRY SITE ADDRESS: 230 ANDOVER PK SUITE NO Original Plan Submittal Response to Correction Letter # XX Response to Incomplete Letter # 1 Revision # After Permit Is Issued MW gyp Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-10-2000 Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVI R'S I ITIALS: 1 / 1 CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: .0 Plan inr� g Division I Permit Coordinator No further Review Required DUE DATE 11 -7 -2000 Not Approved (attach comments) d A I frij i ATE: DUE DATE Not Approved (attach comments) n DATE: 1 U w U . 00 0, u) w 9 N LL ; w g-J = a ' I- w I ' z uj o O - ' I- 'w w , t- V ; ui O I- z ACTIVITY NUMBER: D2000 - 313 PROJECT NAME: CASH & CARRY SITE ADDRESS: 230 ANDOVER PK E XX Original Plan Submittal DATE: 9 -13 -2000 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B ing Division ix .}�... 't -t4Oo Public Works I 1-14 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete u Comments: / ' ► yt146 ICY *'! 4 a -10- `V° TUES /THURS ROUTING: Please Route n Structural Review Required u No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved M I ROUn.ucx Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: PLAf�PKEVIEW /R SLIP Fire Prevention CS1 /line. 'N~i4 .4 Structural . rM,j„'�'�t�ttsS;l�S`9! �nr.. rwssw, �a* vrarr. q+na�eraYnrc..Hat'�,•^".wza.mnK Planninsion daGt i R -! Permit Coordinator IE DUE DATE: 9- 19-2000 Not Applicable DUE DATE 10 -17 -2000 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: { ACTIVITY NUMBER: D2000 -313 DATE: 11 -7 -2000 PROJECT NAME: CASH AND CARRY SITE ADDRESS: 230 ANDOVER PK E Original Plan Submittal XX Response to Correction Letter # 1 SUITE NO: Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: B ildmgDivision I ( -1-) P bl is Works ix DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete Comments: TUES /THURS ROUTING: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Fire Prevention Structural Structural Review Required Approved with Conditions REVIEWER'S INITIALS: MKKODII.DOC 5199 n Planning Division n 114& Permit Coordinator DUE DATE: 11 -9 -2000 Not Applicable ri No further Review Required n DUE DATE 12- 7-2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) ri DATE: U 0 ' ca cn w ; ill -J u.. w 0 LL ¢ 1- W I- 0 ' . LU U 0 off' O F w W; ri ti . z O 1- Z ACTIVITY NUMBER: D2000 -313 DATE: 12 -20 -2000 PROJECT NAME: CASH AND CARRY SITE ADDRESS: 230 ANDOVER PK E - SUITE NO: Response to Incomplete Letter # Original Plan Submittal Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: r) B gDi O 1.2 -Gv Public Work 911111 Vt/ tz—zv DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REV IEW � �1� 1'ING SLIP 14/1 Fire revention ri (Z,z) -CO Structural Incomplete TUES /THURS ROUT G: Please Route Structural Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: VillitJUILDOC n Planning RA-0' -a Permit Coordinator .I . 411 DUE DATE: 12-21-2000 Not Applicable No further Review Required DATE: DUE DATE 1-18 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: .w.nY•ww.n.r.n..Y wnw .w∎.vwr..a..nmwswnenvm.ann +v.+ .nm.n..iv.....IGNO MUff..wwaw 4 z C4 2 U, 0 0 co o w w ' N LL W0 . LL < D. d tu I Z ,- uj ' U 0 y 0 I- ww � z 0 z Revision ' No.. Date Received Staff Initials Date Issued ''Staff Initials / / 2 - W-10 (/.�J : I l Z —Z 1 -a) 06 - Summary of Revision: i 4 1 - t. , Ay I,61), . ' Jr - — /1 I0, : ' it.‘ 1.. ,1 /. / !J . Received By: t -, 13 „,„,.1 Revision No. I Date Received I Staff Initials Staff I Date Initials Issued I Staff ..:Initials z •I 7 - I. I C I - WO ► , ... ,./caiY Summary of Revision: Aast GZGr xe,"/CQ N- --,2.7 w I - �-o I w Summary of Revision: r - - e � " 'i- Ir` oc- vei I II • Received By: s l y . \ _.' \ ?vr_ l L1 v tJ Revision No. ' • I Date Received I Staff Initials Date Issued' Staff Initials II i 3 7 - I. I C I - WO ► , ... ,./caiY Summary of Revision: Aast GZGr xe,"/CQ N- --,2.7 • Received By: Tg s Revision No. Date I Received Staff Date I Initials I Issued I Staff Initials I - ...._ __.... • I - I Summary of Revision: t PROJECT NAME: ea, ,, ,2 (h PERMI JO:.. b7400 - t Site Address: Z 7/2 Pad . - Original Issue Date: 12 --act REVISION LOG eceivea tsy: (pl se print) (please print) (please print) l Revision No. Date Received I Staff I Date Initials Issued Staff Initials Summary of Revision: 1 Received By: (please print) W re - W 00 0 w = J l...' w g a w'. z �' I g Lu U 0 ' I— T W z ' w i z I SI Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 16 - S - 0-6 City of Tukwila Department of Community Development Steve Lancaster, Director Response to Incomplete Letter # Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: ( r,_ 64 Project Address: 7_ "5 v an i (2 — Contact Person: l -- - Phone Number: - I c 1K Summary of Revision: L t t c,. -„t,, . .1 a, , . 2 ..' n-o _ 2 a 7 CG .1) 2 o a 3 / 3 r .� �...� C\ del Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on /!D- 5'0 • t ester Boulevar Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Plan Check/Permit Number: PZ '" 313 John W. Rants, Mayor rFI'/ED CM( OP KANIL PERMIT CENTER 06/29/99 z � W ' 0 0 N CO -'_ f-. w 0 g J u. ¢ . d _ Z Z 0 ' LIJ U 0 o I- LL/ u j u z U CD z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: //' 7: 26146 Plan Check/Permit Number: D2000 -313 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: CASH AND CARRY Project Address: 230 Andover Park East Contact Person: Jim Bray r' 4Auv �/'s Phone Number: '}t2S- 8Y/ f9fS Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Sheet Number(s): 4-1 A-2_ A.. 3 A - "Cloud" or highlight all areas of revision i de of revision Received at the City of Tukwila Permit Center by: �ntered in Sierra on 1 I * 1 RECEIVED CITY OF TUKWILA NOV - 7 2000 PERMIT CENTER las 2>00/e- Z✓P t , Sr aei Cs c 'S 10/26/00 ro w 3O O O co of wi . CO IL w 0 u. n, w , � D 0 N O w uj Z tii 0 Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the retail, fax, etc. Date: ( 2 — 70 - ZOO O 0 Response to Incomplete Letter # 1ig- Response to Correction Letter # Revision # / after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: CASH AND CARRY Project Address: 230 Andover Park East Contact Person: t,{t_ D Eik , Summary of Revision: � CE/ A!F 4-5 3''€z_ Sheet Number(s): Plan Check/Permit Number: D2000 -3 13 "Cloud" or highlight all areas of revision including date of revision RECEIVED r,ITY OF TIJKWLA DEC 2000 PERMIT CENTER Phone Number: i — gg / — /9A15 Received at the City of Tukwila Permit Center by: Entered in Sierra on 12.72131. Cb 10 /26/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7" Z - O I Plan Check/Permit Number: " D 2600 - - 513 ❑ Response to Incomplete Letter # El Response to Correction Letter # Er Revision # 2- after Permit is Issued 1 PERMIT CENTER Project Name: �k '' cow. ittl Project Address: 2-30 AVAnt , Contact Person: ■e_k 'evJ tlyc ei Phone Number: W i Soo - 7cf 69 Summary of Revision: I 4j.a (0 F;n.Aa ,4 v of ArEto Le)AdlNC c\,c k. ZM clvf`If.1 `�?lG K{ �I� -i-�� L 1 -A ciceAfG ideltei4 FM - 4 - * f tde. r 61.49 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ntered in Sierra on — 7 - -x -- 0 I RECEIVED CITY OF TUKWILA Jul a 2 2001 re W 0 0 coo co w; w O -J u_ a U d w ' Z P 1 0 zF-- • w w' •, U `O 0 1- w W . L o;, Z' Ava City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: 7 469/0 j Plan Check/Permit Number: D2. - 3 l 3 0 Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: 0.46eS L 3 (s4 Project Address: 2-30 y rat-1- € - ContactPerson: ' RGE l v-, Phone Number :Wb 300 7909 Summary of Revision: o Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Nei( 1:1 'r A .4.4,6041611. 4.1;44:14.44 •- .1!Aw'Wq ,. „aau'�x� Ls•..y.:�. dn!; Received at the City of Tukwila Permit Center by: W Entered in Sierra on a4 0/ i F CE1'1 ((.!"• 08 /30/00 mo w , 0' 0 N w , � LLJ = C7 T, O ' z V 0, O N O H' w u j u. — O Z W 0 z City of Tukwila Fire Department • September 19, 2000 Fire Department Review Control # D2000 -313 (511) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Re: T.I. at Cash & Carry- 230 Andover Park East Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-443 .z mow' v0 coo cow: w • 0 LL =; W 0 w • z � I- O z I 0 0 H u i Z 0 ~' Z City of Tukwila Fire Department Page number 2• John W. Rants, Mayor Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S 4404 • Fax. (206) 57544 iAY }11i wet..rower11 vf,,o NL %PM.IYWIM4tott..s " W Ptftr LY -A�7�i City of u ila Fire Department Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 575 443 00 cow w = ; Jam .. � LL w o c d . ~ _ ; z o ; z H; U • Q o co, o w W! H • V, 0 ■• o F--: z City of Tukwila Fire Department Page number 4 Johh W. Rants, Mayor Thomas P. Keefe, Fire Chief 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance. #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to - existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Head ' miters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-44 1 tom • U O' N 0 ' ww J O ;. _ z o 0 Hi w L I O w Z t O I z City of Tukwila Fire Department Page number 5 i requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, pene removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 : mann City of Tukwila Fire Department Page number 6 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief ?tn.di a;£;' e.s /4�wi,iy'.��.i5..u.Fbiw(tvoa abua.b >�: ",':r�.vsa'aF: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 F625. 052 -000 (8%97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL , '. 1 1 1 -,'. 111 :. 7: c };ti � t 1 t+ � A ,$l;: �t, > rnr .f Lr�ur, t L r RB`ICO] k1 -EFF.EC•'TIVEcifi ' 0 9`/23/1'98:7? R`. B,`I • CONSTRUCTION I ' 1807 132ND NE BELLEVUE WA 98005 Cash Carry REMODEL OF EXISTING BUILDING #56ITUKWILA,WA. ACCESSIBILITY NOTES PROJECT ADDRESS 230 ANDOVER PARK EAST T U K W'I L A, WA. ,. ACCESS TO TFESE FACLJTES SHALL BE PROVIDED A 2OOR PRIMARY ENTRANCES. E ILE EF 2 . TI-E SLOPE OF PLELIC WALKS SHALL NOT EXCEED 58. E 3. WALKING SLRFACE SLOPNG LESS THAN 6S SHALL MG BE SP RESISTANCE. PARKING , PATHS OF TRAVEL AND OTHER FACILITES AS PER c 4. PROVIDE A 60'x60' MN. LANDING ON STRIKE SDE OF DOOR w/ 44' MN. LENGHT IN DIZECTION OF TRAVEL 30 OR R STORAGE OVER 12 F�� G114. PILE STORAGE L PROPOSED 5 . WALKS SHALL BCIEND 24 TO TI SIDE OF TI-E STRIKE STORAGE WILL REQUIRE PLANS SUBMITTED FOR REVIEW AND APPROVAL EDGE OF A DOOR CR GATE TI-IAT SWINGS TOWARD TI-E WALK AND ISSUANCE OF PERMIT. SHEET INDEX — C.i 0 V in .0 ._ — cv co V to '0 r- 95 Q Q Q Q Q z d 84 de de of oc de W TITS SI-EET SITE PLAN DEMO ROOR PLAN NEW FLOOR PLAN SCI -EDLIE Z NOTES EXTERIOR ELEVATIONS STRUCTURAL DETALS S I IC�J�/TIA�HL NOTES ('Y I IL NG FLOOR PLAN �Ll11VN`A7 f LVIJR �Ll-4Y REFRIGERATION FIXTURE PLAN REFRIGERATION PLAN PLUMBING PLAN R[I K IGERATION PLUIVV K K LKAT I/ Y ELECTRICAL PLAN J �j KKATION ELECTRICAL SCI-LOLLES RH N L rrM% DIAGRAMS ELECTRICAL DRAWING'S U :ER SEPARATE PERMIT 65 . DO 1-EGAL DESCRIPTION gig?: O TC m i W P,�b r o f 7 ) 4 ! ANDSCt.P ^IG 0 iD _ PARCEL I = AT T SO m S inE . OF LOT I o CF AN OVE0 N USTRA O K. A FE PLAT RECORDED N VCLIT/E T OF PLATS. ON P4 6d. G TI.E.E N'OP, OP 05• 06' EAST A 0•STANCE OF .05 55 FEET I£NG ALONG 'NE PEST INC CF SAID LOT 10. D THENCE SCVt4 88 54' 54' FAST A DISTANCE CF 284.96 FEET TC GE J ST LNE ( SAID LOT IO, TLH EI SO 1 Of' 1 �' 25' NEST A DISTANCE 105.99 FEET, BEY E2 (Y= SAD LOT 10. ;1 "8 , ' NORTH! ee• 2s' 2T yr T A'STANCE F. " " FEN, '-"G r- LfE OF SAD LOT 10, TO TAE NNi OF �(aPls['• PARCEL 2= QGNNNG AT THE NpZ1ifPF STE' OF LOT 3 6 AT3M r.DOSTT..' NC 3, AS PER FLAT RECORDED N VO 18 OF RTS. ON P4 6. G TL I T4ME OF 211. F, EET G H THE O SOOT- I 8 88' 15' 27' EAST A D5 $ E CUT LTE OF SAD LOT 3. TI- S L 44' 2T NEST A OSTANCE OF 59. IOb FEET. LW . SAID THENCE NORTA 88' S. 54• W.T A .7ANCE OF 214.09 FEET, 1 45 FEET Tt EE @CE NORT -! ' 44 T EAST A MICE OF 6. W T,-E f Lt.E OF 540 LO 3, T liE POWs OF 6EGPNI6. SITUATE N TLE CT' OF TLKWLA:.UYTT of KNG. STATE CF WASL.TCN r 2 ga d I ' LL - . h o qP 111 i :R a (3 W < p d .... - - -, 2 00 . co 4CC G DOOR EXIT EXISTING OU LDiNG Cash Carry 18.500 SC).F . These plans have been reviewed by the Public Works Department for conformance with current standards. Acceptance is subject to emirs and o omissions which do not authorize violations d EX!T adopted standards or oedinhnces. The s for the adequacy of the date sets redly glib 1M. designer, Addition, dried= at siditili 419 eM ' thbee,l■ } 15 - o .96 '179Z b `JNdAO90NA "1 III Cash & Carry Food Supplies Business Nome 600 CITADEL DRIVE CITY OF C09.82CE CA, 90040 .[3231 869-7500 - - T I T L E S H E E T PROJECT DATA PROJECT TYPE ' TBONT *MEW -DOSING RAMC LE A) NOTES= 1 . L8.T oo x - t7.L wi axLS® RO CK. PROWE TOP Wi ASPHM.T a' OVER P BASE. 2. oaIO PORTXJN aF STRUC'tlJ7E - 520 SO. FT. 3. DeSTNG 1' WA1Efl NETER' TO REMA1 . AM. 4. DdSTr.1G SANITARY MAN TO DN 5 . TO PE TED. ?.. • . 7-6-. n-TrNG P.wQ7p EE R8.10V® TO FT10FA STbP PUP A-r pot,. 0E7 C ,J TEoe 46.172 S.F. LAND AREA ' O � ��` / 6 `\ , SULDNG AREA _ 18,5A7 S.F. ZLt�IG' CV I \ ■ ® � �� O City CONSTRUCTION TYPE ' TYPE V - CONC. TULIP HDG: OCCLPANCY ' H - �� - FILE COPY / k a t v ; 1 d r t Pon Ch P r s n d c= o s c E r 2 . t ,C _ c t rzctor'. coPYo avGro y Pi� n s a c .. aovvedred. � By / /2 OJ Date , ` Permit No. FRE SP tRS LEGAL , CITY CF MIA .LOTION 6l1DNG CODE ' IBC. 1997 drawings ether this date will veld e and will requite a Temknalltd11041‘4IIIII! for subsequent sigma : ' Final a Is sublet to �4les the Public perks atidtiee kttleells Date: - ENTRY I l/ 7o 0 c:a - t - I, PARKNG I PROVp® 28 O WC SPACES ? S N O I I A 6 J 00-6 -9 ST .1E0 ' :W18 .7I . [gcE \NK & of � EPM - O O � a 1, . 1 ti Do ° A 1 g Phi a L'\ s s, o(L - DP-41,, , /i6--- PROJECT CONSULTANTS FIRE DEPART. NOTES - - LANDSCAPING REFRIGERATION ENGINE C ! ..!1; I. F90YOE A PCQIOHE FIE AOl4 46 WIN A RAOG OF NOT f$$ 71404 2A WIVN 75 FAT CF TRA1li D6fMCE. 2. FROM £ FIE EXTICUSERS AS fEQ.IED RE TIE FRE IJEPARISENI FED tsECrCR. S 3. ALL T IXY.X25 94 SVG N TIE MVO( OF TRAIEI. 4. DLL BOT OCORS SOLI E CF BE FRCS TIE.NUE WI4tX nE lEE CFA KEY CR ANt GP1 EFFCfn. C 0 R F N 5. F93=4,E E)eT SR S OIER SR WTN AN. Mrs 6 ' LT R# - ;%' � n fE` - - :.. [ 6 - =" R ( 3 .-.---_-: -.-- ::-. EXISTNG PgRKING SPACE$ t{ Fi,N 3 TYLER REFRIGERATION IN 1 39 1 0 CER1S1TOS COMP . C CERRITOS , AND OVER . p ARI< E /I C /� �J NOH ,Dtsi�cTY +off ® ��l � �'�� Q00 �� REVISIONS I G��`- NO CHANGES SHALL BE MADE TO , T SE SCOPE OF WORK WITHOUT PRO F r,OVAL Or TuAWILA BUILDING DIY," 4,D IN.f IIa31_J2- ADL T..,NA.. F .AN f `l: - F.cS. :t:: IETTERSCNOONIRASTIC134LI3101ra, 6. FROVDE ROOM.C4F4 W 9GN AS RUM E T FtE OEPPRINENT ( 11112 I9 LAC 57.101 7. ETar LEnNG A VA4E a� rocrcaott AT FOOT LEfl.: 9E RECTRICAC CRAWS. 8. AIRMAN M' A6.ES TO Z 46s46 OT N . ERR You AM a3 was ttATtG OF 20 I mo. CEWRATta . S12E0% sot- Ct>RBISTAEtEdt N AN M+NBt 1781E 19 tNC 52.227 II MONDE curie GAS SWCFFVa1EWt8 l3YMen. it.. sum res Dams ism AR acts FeentstEPIE .• RATED Np1.5 ca C91d68. IS. CRANNIES OF RADROCW MaTt3LO4.5SiC ED OR LTD N MS RAG. 91ALI.POT C ED 11E O#fITTES MEDN0:B.C. 'pas 9-A MEOWS 14. LR 9/Fa B OL18 AGE FidOtQl ®: 44 N.E. MNNEi -LA ST. VANCOUVR WA 9866 0 00 SCALE , DR AWN''. BY CTF V'TL1DAI n1 !� ' eT n' ENGINEERING DRAWING .. NO ' r ". ASSOCIATED. ENGINEEQS 6009 MELROSE AVE. LOS ANGELES . CA . 90036 323 465" -8016 SAID EANAE , R , C . E E.C.E. DEMO SITE ' FLAN SCALE 20' a SITE PLAN r 50 110' O' I1'- o s N th 22 - -0 7 91'2.68 S_OPE A Kw( p 5:J vr 0 REG, DOOR '6:. ^.SIDS;, ` NG 00 00' Cash & Carry Y LANDSCAPING ANDOVER PAPK EAST Z CO • PARCEL II LAL DESCRIPTION 2_ 006 1 5/16 fNETAL VERO° ay DECKING - TS 3X3X3/16 �Y UOUS C 3X5 CHArrVH- TYP1CAi- EEGNNNG AT SE SOUS-REST OORT3 OF LOT 10 U Ah.JVEG NO DTRIAL PARK NO. 2. AS FER PLAT RECORDED N'/OUN£ 7 CF PATS. ON PA Cc 68. RECORDS TH KNG COMP. T wE O0 05' 06' EAST A.IASTANCE CF 103.55 FEET, REF. ALONG RE MVST U6E lNE OF SAID LOT 10, T48.1',E SWIM BB' 54' Sb' EAST A DISTANCE OF 284. 96 FEET TU TLE EAST LNE OF SAD LOT 10. TIENCE SOTTO 00 11• 25' NEST A ASIANCE CF 105.99 FEET. &]IG EAST LME OF SAO LOT 10, TLEINCE LL SA LOT 105 O ILEPOI.T CP , 7 8 FEET. i'�1G TLE SCUM., PARCEL 2 AT TLE'.. NORT A/MT CORTE.2 CF LOT 3 OF ANDOVER RASTRIAL PARK NO. 3. AS PER PLAT RECORD N VaLILE 7B CP RATS, W PAGE 6, RECORDS OF KNG COIN,. T18ACE SOUR/ 98 25' 27 EAST A CISTANCE OF 274.79 FAT, :E G TFE NORTH LPE'CF SAO LOT 3, THENCE SOUTH 01. 44' 27' WEST A [MSTANCE OF 59. IC6 FEET. EDI. THE EAST LRE'OF SAID LOT 3. THENCE NORIN 88' 54' 54' WEST A dSTANO£. OF 274.09 FTC. TLENOE NCR. 0 44'. 2T FAST A DISTANCE CF 61 .45 FEET, BENG TI-E WEST LINE OF SAD LOT 3, TO TLE PONT CF EE INR6G, SrtIKTE N THE CRT OF TUCWI.A, COINTT OF MG, STATE CF WAs uncTCN MAx. T.S. 3X3X3/16 T GAP PROVY7E JOINT CORK I 1 5/16 nerAt DECK/1G BY 1 /1:20.0 W 2 O QL 4 t— -....—...- -..----, -....._...- -...---- -.,.......- - 185" -0 I 6*-9 I 6' - I a 16.-10 . 16.-1a 16.- I cr 6-10 le,- Icr 16. - Icy 16-10 16. -to- NEW MEZZ. PLAN SCALE. /8 = B 9 EC-CT . ROO TO PEMAN REMOVE STOREFRONT DOORS E RELOCATED PER PLAN CLOSE E WELD SPLIT DOOR REAAOVE HARDWARE E EXIT ELECTRICAL C) Iro fl DEMO FLOOR PLAN • — DEMO LOADNG DOCK. WALLS SAW &TT SLAB REMOVE E REPOLR FNS-1 DEMO (NON- 2ND FLOOR FRANNG TLRAL ) i CAPP ALL NE-a-14.c e ELE-cRced_. REMCAE E RELOCATE 2 ) GAS-SPACE I-EATERS L_ cc_ SLAB SHALL I STRFPED. SEALED E WAXED CEIY On-$) F , SAWCUT E REMOVE SLAB 501 DETAL FOR NSLLATED SLAB AT NEW MEEZE2 - 1^,P1F121 G - DWG'S . FOR DIIVENSICNS 185' G CLOSE E 811B.D 5-UT DOOR. REMOVE HARDWARE E EXIT Sc REMOVE REFRIG EOUPMENT BY OTI-ERS C. SHALL DISCONNECT POVVER TO ALL PORTIONS OF ECUPAENT SAWCLIT SLAB FIXTLRES DEMO WALLS NO ROOF O 3(3 SAW ([1.JT SLAB REMOVE E REPOLR • • • SCALE. I /8" = ' — BY BE REL lED skALL RELOCATE POWER P NEW FLAW CEMO G� / MEEZPi2 BY OTHERS . DISCONAECT FOWS TO ALL PORTIONS OF REMOVE 0008 4W N=LL OPENING TO NEW I 0*X I 0' DOOR WALL LEGEND EXISTING WALLS DEMO WALLS NEW 3 5/8' X 20 GALI. 11 STUDS I 6* .c. W/518 DRYWALL. 4 I 0 LU Ll40 4 ,,i10 , 4t.11 1101 3 0 VS ta0■ U) U) uJ a 0 0 F- 0 7 0 6-20-00 •'3 561.. SCALLS ISAWN Sr DPA',N1f<I6' H: \in- house \561A2.Hwg Fr; Dec 15 10.44:13 2000 SMART 6 FINAL I 0 28'-10 0' X28'X 1 4 ' 'PRODUCE COOL N. C. SUPPLIED Ii !NS1A..i.ED 81' (J'NERS 16'•C 22' -0 n m .; o m - -+s rn I : o cA N 25 °c A P 2A- 9 _ -rn Q D °DC m2O �Og In 90 re � v ISIONS A BLDG. DEPT. CONNECTIONS 8 -9-00 L2 CHANGES PER CONSTRUCTION I0 - 3I -00 jam\ F ®O CHANGES P08 BLDG, INSPECT 12 15 - 00 I00 Cas :z & Carry Food Supplies Business Nome 600 CITADEL DRIVE CITY OF COMMERCE CA, 90040 13231 869 1500 N SE \A F) L_ A N c u' -N I0'-O TUKWILA, WA. P R O J E C T A D D R E S S 230 ANDOVER PARK EAST DOOR SCHEDULE P USE .8 SELF TAPPNG N NETAL DECK / / S I' , P R O J E C T ADD 'j S S 230 ANDOVER PARK EAST T U K W I LA. W A. FILL BOA, I �� DOOR A DOOR SIZE M MATERIAL f REMARKS F , D � • 6,I4 _= ; f z { (X 12 L ) NO . R WIDTH H HT . T TI-K . D DOOR I WANE \ . z O a o 7 7• - p a a GLASS Fury - (FaTIDNAI MCCOLMJ SLPaBr¢ WAILED BY 1 _ SECTION B- B.DA"' W A, , ,A C I2'-0' 7 7' -0' N N)COM4TIC OOCR - WM GUM RAL CAP S TS 3X3 8 8• CMJ WALL O 3 3'-0' 7 7'-0' 13U• S SOLD WOOD A ALl1ANM F FRONDE NITOMATC DOOR CLOSER. ARID %CINDY FWAMNRE. P - F F - LEVELING B O 3 3'-0' T T -0' 1 1 3/6 S SC(D woo N NAM1M F FTUWE NJTOMATIC DOOR CLOSER. ARC SWAY HARDWARE. 3 NOTE ALTERNATE 3 371 b'' CAP R - 3/I6 .. C O 3 3' -0' 7 7' -0' 1 13/6 S SOD MOOD N NLNN.M P PROWS AUTOMATIC ODOR CLC832, AN) SEC RIT'( HARDWARE. E \ P 4' -0 7' -V 1 13/6 C C(D WXB A AlANAI P PROWE AUTOMATIC DOOR O. ND S 1 WY HARDWARE. f 1 1 1 ROOF DECK TO BM /POST SCALE, N.T.S. J J F P POST BASE CONNECTION SCALE= N.T.S. 1D D I I ) S 10-0' 1 10'-OR 1 13/6 S S7®. N SIl$ NiM ROl -tP DOCR u.C. REFLECTOR TYPE \ PE D E L F I� PER DE-TAL F I c-6 ' NIW .01 \--......_--1 w ROOM F FLOOR B BASE W WALLS c c SIG R REMARKS u 3' O w� 18 GA PLES E) CONORETE 0 061' G>CN(7E P PA M DA'OS® CEDE ' 1J32O(AtJX� D DPQ� IXJN(REIE , ,. DACS3) CCN]R:TE P PAM A A'0.� D CB116 P - T � = = -� + ® ® dash' &'�a�ry_ s r —] E o s SNOTS A 00- E -o V l ------- h g m� ; cr, - .1 I is N : ; il gii i — n � a u� .o 1 w � � hr • �_� • g p H:\in-house\56A4.dwg Fri Dec 15 08: 15.23 2000 SMART g FINAL A 15' ij Food Supplies Business Home 600 CITA011 DRNE CITY CF CONNERCE CA, 90040 B231869-7500 PEV1SIONS • jU911ON -07-00 Cash & Carry F w 7\ PROJECT ADDRESS 230 ANDOVER PARK EAST T U K WIL A, W A. - cV: ..'PSO?v CN7 SIDE - 4X6 Y P ' \ - (N) SINPSON A35 EA. \ SCE ,--A35 Snr,SCN ) ` � A35 -TYP. 1 X6 \ 11 \ , : CE) G - - ! r E/ G- LB - • J - T1 • i ' 4i -I4' ' I ; (E) 4X10 PURLM - S!MPSON i� A35 EA. SIDE --YP (E) CONC. y1JA - r !, c u 45'- 6' ANGLE • • 0' , � •, �,� • NEW PRE -FRB , COOL BOX ER •, • , PROVIDE FELT BETWEEN BOX E CONC. .►�: 1 l; a ' ..' � i vim • - - = ' � 1 - y �� i " i3 O 11 II B (N) 4X6 OF a l TYP. -. - -__ m R& ►/ 1 '-- 4X'. ^, =&), ' t - \ -_'E) 4x10 - PURLIN "--- - - - -L - _ C� BEYO(�D -TYP. r3 _- - = wl -t E) GLB (E) GLB I 9 ^.�.� ' - 35F cc 1-1 � .T 4 -- gram I p ` i 1 H I- r ( CONC.- SLAB -a4 DOWELS a4 DDOWELS VERT VERTICAL •32' O.C. 6" INTO TYPE 'X' TO (E) CONC. SLAB SECTION B -B SECTION A -A SAN VIEW I DETAIL FOR ROOF MOUNTED EQUIPMENT RACK SCALE N.T.S. G CURE DETAIL SCALE NI. ... ROOF LINE -j BEYOND / 3' ENBEDNENT TI- PEADED 4307 ROD SET IN EPDXY GROUTED HOLE x 3" EMBED SIMILA TO DETAIL 'A' - EXIST'G nrER ROOF n� TOP RUDER 4 5/8• L. CN) . 5 X 5 X 5+16 1 'D ,D NEw LLL 7.+RN>'J TO -?-E O PROVIDE F4. CF WAL_ FLU_ BEARNG TS 6x6 -� END C OS PE CAP E • /a w/ 8" FILLEE T ,VELD LL REAPPLY tN FACE OF WALL � � - ALL a ® / \ - • : I 1 ; 2' I/ 4' TOP P x -- ' 6 I/2" (w) X 5' (L) • CE1 CONC. TILT-UP _LP / r e r . 0j r ' ` C4; ANCHORS STuO 1 GAU. s�8'CDX PLYWOOD TO 8' -O' W/ 5!8' TYPE 'X' TO UNDERSIDE OF ROOF r 3/I<. 3 ■ PANELS ( \Ie r 1 t 1 I r I ' • r� _ FE I 3 16 L. 6X6X N 75 4X6 (31 5:8'0 I:- RE'•DED - I r E I SECTION 1 ; ( I f I A t • I -EADER FINISH EXTERIOR AS REO'D ROD (A'�O ) X 3 EMBED • 1 2 0 . C MAX I I I L 5X5 • , ��. HD? E JAMS :6' FROM ENDS) _ EPDXY GROIJED v NEw OPENING I 4' - 0' X i' -0' : t i EQUALLY 5PACED /� /-I ( E) CO NC . BOTTOM RUNNER SLAB v// 1/2' CA. S PINS 032' 0.0 r 3 I 6 ' / 1 P .1 613012" BEARING FOR NEW FINISH, USE L I - I.2 X i - I /2' X 3/ IC CON' . d E E3 EVATION CUTE REMOVE t A9N. C6) AND-ORS o JAMBS EXISTING APPLICABLE) E2 JOM OETAL • CORNER TS - DR / TS POST CONNECTION P -'J F3 I O z•,2" TS DOORWAY OPENING SCALE' N.T.S. E WALL DETAIL SCALE N.1 SINPSON --. MAS0\927 \ CE) 4X-, - POST / '� BEYOND - • 112' TYP.\ + KNISH CUR. HT. ABOVE FLR. _ STR.' -P • E.A. G.L.B. LEER ,� II �� / 0' I r sir j I 3 ; 6 3 SIDES TS I DR s PAS �'! TOP J ,X - 3 5 /8'MTL. CONC. -- ',•,1/ (2) 58 EXPANSIO ANO -TOR2> PROVIDE I' 1�10N SLYZ•NK GROUT FOR ILL LEVEL BEARING 6 (PLAN 1 (E G- L.B. - / ONDASTER / f / r, 2 �� % / � � 6 .� TO mA Oa CE) ANCHOR c`Pi TO (N 0,1 WALL N! 5r8•m A.B. •24" 0.C. a5 001212 e.PILASTER TOP BASE It TS POST •• 1 6' 1C GAU. 6 0 C. WALL • F2 4' MIN. VIEW} F ECp I 5 - .wELS. 630, i P E C (Y. O ®O' , P S . m ., {p{(I 1 Q Q \ IJ �� ' 0 ..� E 9. Q EXS: "JG CONC . - -, T L 1X PAf`F_L -TS b6X I;2 HEADXER BOTTOM RUNNER VV/ SH T 1/2 PI ... SHOT PI e32' O C. �� TY• 'X' BOTH SIDE 6XSBEAM �� p A F3 + F4 R'JJIE0 P:TO (E1 G CONC. PANE_, 6" EMBED JJI i' 6" LAP To WALL HOR1Z. • 1 6' O.C. 1111111111111111111.0 0 - JOIST MENBER TO BE REMOVE( _ TOP. RUNNER 3 5/8' MTL. EXIST ' OOR - JOIST MEtN•= r. f - -1;4' GAP V2 1 r1AX. t \ if - . i I I 1 IJ / 1 �P (m) a5 SCAR DOWEL - • 16' O.C. 1 o NEW FT G. �� \ 6' CURB -� AS REO'D (E) SLAB - �` / �/' %4 I r / 1 r / I I ® 01 FIN. PLR. � 8' a. WALL W/ =S • 1 6 " 0.C. VERTICAL • C AND EDGE DIST. -- l ` Er -T5 4 %6X1 a5 • 16' O.C. PO . ... SOFEMATIC (N) WALL - , .. STIRS 18 GAU. • 1 6' O . C . - 5T POST FLU` V•// INSIDE FACE - V O PANEL � C2) a5 CT) ELEVATIG'I • IN -ELL F•� TS 4X4X 1 l2 (AM13)POST � CONTI�JIXS f - CN ) CO AB iii o 4 � ♦ j � PLACES I BEDRYWALL BOTH SIDES (N) OPF .G j F2 \+ )WTH 12' 0 .LY r - ,, �� II 11 11 _,11 11 1 �11n11 -1i —il 11 :11 -11• _ i =n un. ® 1 =n =n �I — = n = =11 7,1j ( I) a5 =11 I l l ii ° VERTICAL'FTG. . II =1i: =11 • Da 111 I. �. (E 1 J B OTTOM RLA $L S O.C. 0 DATE , 8,9-60, JClA N . 56 1 ERIOR L N EEVATIO EXT L O,OUS I • • 3/16 2' •1 2' (E) CONC . J I /4" PLAN VIEW TS JAMS POST • DOWr -1S TO � II I "12' 3' WIDE l 2 3' ()PLAN LARGE OPENING IN WALL PANEL SCALE N.T.'S. F WALL INFILL SCALE N.T.S. . D . WALL DETAIL SCALE* N. T.S. A G x2=.:: 1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS 6 SITE CONDITIONS BEFORE STARTING WORE. NOTIFY THE ENGINEER - IMMEDIATELY: OF:: ANY. DISCREPANCIES. 5 SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FORAM PART OF THE WORK. SUCH DETAILS SHALL BE THE SASE AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 7. CONFLICTS: NOTES & DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL NOTES 6 TYPICAL DETAILS INCASE OF CONFLICT. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS. ELEMENTS OF THE WORKING DRAWINGS AND /OR' SPECIFICATIONS SHALL BE BROUGHT TO TIE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING, WITH ANY WORK INVOLVED. • CODES: ALL MATERIALS 6 WORK SHALL CONFORM TO THE REQUIREMENTS OF THE I997 UNIFORM BUILDING CODE 6 ALL OTHER. LOCAL, STATE AND FEDERAL REGULATIONS. SUBSTITUTIONS: PROVIDE MANUFACTURER'S APPROVED' PRODUCT EVALUATION REPORTS (ICAO REPORTS) 6 A LIST OF ALL PROPOSED SUBSTITUTIONS TO THE ENGINEER FOR REVIEW 6 WRITTEN APPROVAL BEFORE FABRICATION. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL ANY STRUCTURAL REINER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY. SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. B. CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. :CADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS. 9: CONSTRUCTION. METHODS ANC :ROSECT SAFETY: THE CONTRACT DRAWINGS ( SPECIFICATIONS REPRESENT S FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PRCCECCES CO CR SEQUENCE OF CONSTRUCTION. TAKE :NECESSARY FRECACTI^,NS CO MAINTAIN AND INSURE THE INTEGRITY OF TOE STRUC - '_PE DURING CCNSTRUCTION. NEITHER THE OWNER NOR ARCHITECT /ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CCNTRACTCR SHALL :ESIGN, CONSTRUCT AND MAINTAIN ALL sAFETY CEvICES, INCLUDING SHORING AND BRACING. THE CONTRACTOR SHALL SUPERVISE AND DIRECT .F.E WORK AND :SHALL BE SOLELY' RESPONSIBLE FOR- ' CONSTRUCTION . :LEANS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES. 10. CHANGES TO DRAWINGS: OBTAIN PRIOR WRITTEN APPROVAL. 11. OPTIONS: OPTIONS ARE FOR TEE CONTRACTOR'S CONVENIENCE. HE SMALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND SHALL, COORDINATE ALL DETAILS. THE COST OF ADDITIONAL DESIGN' WORK NECESSITATED BY THE SELECTION OF AN OPTION SHALL. AZ soma BY THE COROBRACTOR. 12. ADDITIONAL 'DESIGN: THE COST OF ADDITIONAL DESIGN WORK DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE BORN BY THE CONTRACTOR. 13. COORDINATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOX COORDINATING THE WORK OF ALL TRADES S SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. - - 14. EXISTING CONDITIONS: ALL INFORMATION SHOWN ON THE - DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE HEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. BRERT ACTUAL CONDITIONS CONFLICT' WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT PROPER REVISIONS MAY HE MADE. MODIFICATIONS OF DETAILS OF. CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 15. STANDARDS: A.S.T.M. DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST EDITIONS. MANSION ANCHOR - BOLTS 1. DRILLED -IN. ANCHOR BOLTS SHALL BE HILTS IINIK-BOLTS II (I.C.B.O. REPORT NO. 4627)' OR APPROVED EQUAL. 2. EXISTING CONCRETE STRENGTH IS 2000 P.S.I. 3. MINIIOME EMBEDMENT OF ALL BOLTS SHALL BE SHOWN ON DETAILS. 4. NO EXISTING REINFORCING SHALL BE CUT IN EXISTING CONCRETE. ONLY NON -REHAB CUTTING DRILL BITS SHALL USED TO DRILL WHOLES IN EXISTING CONCRETE. 5. WHEN INSTALLING DRILLED -IN ANCHORS AND /OR PONDER DRIVEN PINS IN EXISTING NON - PRESTRESSED REIN FORCED CONCRETE, USE CARE AND CAUTION TO AVOID. CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH .BETWEEN THE REINFORCEMENT AND THE DRILLED -IN ANCHOR AND /OR PIN. INSTALLATION OF ALL EXPANSION ANCHOR BOLTS SHALL BE INSPECTED. STRUCTURAL NOTES 2. moma m naggruxigUa ' 1. ANCHORS OR DOWELS EMBEDDED IN EPDXY SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2. CORRECT IMPLEMENTATION OF THE MANUFACTURER'S INSTRUCTIONS' FOR INSTALLATION SHALL BE VERIFIED.. BY A SPECIAL INSPECTOR. 3. ONLY NOR- REBAR-CUIYING DRILL HITS SHALL BE USED TO DRILL HOLES IN EXISTING CONCRETE. 4. ANCHOR. OR DOWEL D4NEDID:HT SMALL. BE VERIFIED 6 DOCUMENTED BY SPECIAL INSPECTION. 5. "HILTI':BIT HY -150 EPDXY SHALL ONLY BE USED IN CONCRETE AND CONCRETE MASONRY UNITS. 6. DRILLED HOLES SHALL BE CLEANED OF CONCRETE DUST. AND DEBRIS USING EITHER A NYLON BRUSH 6 .A VACUUM. OR A NYIAN'BRDSH AND OIL -FREE' COMPRESSED AIR. A BLOW -OUT . BULB : MAY BE USED IF A VACUUM OR CSTHPRESSED AIR IS NOT AVAILABLE. CLEANLINESS OF DRILL HOLES SHALL BE VERIFIED; 6 DOCUMENTED BY SPECIAL INSPECTION. alraniareafainn 1. REINFORCIH STEEL SHALL BE DESUN ED STEEL cpwroRNmNs TO TEE REQUIREMENTS OF A.S.T.M. A -625 (DEFORMATIONS WALL BE IN ACCORDACE WITH A.S.T.M. A -305) AS £ALLOWS: - A. GRADE 40 FOR ALL STEEL. WELDED REINFORCEMENT SMA CONFORM TO PATH A7DE 2. DETAILING, FABRICATION AND ERECT/MI OF REINF .- MARS -SfRLL CONFORM TO A.C.I. 'SANDAL OF STANDARD PRACTICE EON; Dt<'AII,D16 REINFORCED CONCRETE STRUCTURES', THE. MOST RECENT..MAITZ«. TO cR E E DIAMETER PROTECTION FOR' REINFDROOENNTSHALL.BE AT LEAST EQUAL OF TIN .BARS.. NTIONUE COVER-FOR CAST IN PLACE CONCRETE SHALL BE 1 -1/2 INCHES. FOR: CONCRETE.CAST. AaINST. EARTH. THE MINIMUM COVER SHALL BE 3 INCHES. 3. 4. BARS SHALL' BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. •RENDS SHALL HE MADE comp. I 5. LAP REINFORCEMENT IN MASONRY 40 BAR DIAMETERS MININUf AND 30 . BAR DIAMETERS .MINIMUM IN CONCRETE. LAP. HORIZONTAL :BARS AT CORNERS 5ND.INTERSECTIONS. 1. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE, F SHALL BE PS FOLLOWS AT 28 DAYS, UNLESS NOTED OTHERWISE FOOTINGS AND SLAB 2,500 PSI U.N.O. CONTINUOUS INSPECTION REQUIRED FOR CONCRETE WITH F'c OVER 2,500 PSI ALL CONCRETE SHALE, HE REGULAR NEIGHT HARD ROCK TYPE CONCRETE UNLESS NOTED OTHERWISE. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33. 3. CEMENT SHALL CONFORM TO A.S.T.M. C -150 (TYPE II) UNLESS ALKALINE SOILS ARE PRESENT. 4. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE DAYS AFTER PLACEMENT. ALTERNATE METHODS OF CURING MAY HE ACCEPTED WITH PRIOR ENGINEER'S APPROVAL. CONCRETE SUMP SHALL NOT EXCEED 5 INCHES. CONCRETE SHALL NOT FREE FALL NOM THAN 6 FEET. USEIUSP. PRIOR TO PLACING CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS. SHALL BE IN PLACE AND WELL IN: POSITION. 8. SLEEVES NOT SPECIFICALLY ERMA:ON THE DRAWINGS SHILL BE LOCATED BY THE TRADES INVOLVED AND THE LOCATIONS REVIEWED BY THE ENGINEER BEFORE CONCRETE IS PLACED, CHECK WITH ALL TRADES TO ENSURE PROPER PLACEMENT' OF OPENINGS. SLEEVES, CURBS, ETC. RELATING TO THHE WORK. 5 . fi. STRUCTURAL t SfSCELEADOZOJS :STE 1. ALL STRUCTURAL. AND MISCELLANEOUS' STEEL SHALL CONFORM. TO- A.S.1.50. :A -36 AND SHALL BE FABRICATED ` AND ERECTED IN ACCORDANCE WITH THE A. I.S.C..SPECIFICATIONS'. FOR TEE :DESIGN, FABRICATION AND. ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 2. PIPE COLUMNS SHALL CONFORM TO': A.S.T.M. A-53 GRADE B. UNLESS NOTED. OTHERWISE. SULFUR CONTENT SHALL BE :LESS TIMOR-EQUAL TO 0.05%. 3. STEEL TUBES SHALL CONFORN A.S.T.M. A- 500, GRADE B. 4. ALL BOLTS SHALL CONFORM TO. A.S.T.M. A -307 :UNLESS NOTED OTHERWISE. 5. ALL WELDING IS TO COMPLY WITH A.N :S. STANDARDS AND. IS TO BE DONE BY WELDERS CERTIFIED FOR TWEI.TYPE :. OF WELDING TO BE PERFORMED AS :REQUIRED BY THE BUILDING DEPARTMENT. 6. ALL WELDING I5 TO BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES. E70 -T4 ELECTRODE IS NOT ALLOWED : 7.. ALL WELDING -SHALL BE DONE IN A SHOP OF A LICENSED- FABRICATOR OR WITH CONTINUOUS INSPECTION BY A REGISTERED BUILDING INSPECTOR. E. A - CERTIFICATE OF FABRICATION FROM THE SHOP PERFOOQNG THE WELDING OR A REPORT - FRO( THE SPECIAL INSPECTOR : MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO TEARING APPROVAL. 9. ALL FABRICATION SHALL BE DONE IN THE DROP OF A LICENSED FABRICATOR. 10. SHOP .DRAWINGS SHALL BE SUBMITTED FOR REVIEW. BY ENGINEER O RECORD PRIOR TO. COMMENCING FABRICATION. 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIEESC HUILDIN6 CODE (UBC) 2. CONCRETE MASONRY UNITS CONS : ALL BLOCKS SHALL COWMEN TO GRADE N UNITS GIVEN IN ASSN C90 WITH MAXIMUM SHBI®IC$ OF 0.066. AND f 1650 PSI FILLY GROUTED nINFOIDIED CELLS. SPECIAL INSPECTION REOUIRED. DO NOT USE CHIPPED OR CNN= BLOCKS... IF ANT SOON DLO= ARE DISCOVERED M. ANY FINISHED CELLS.':. THEY' - SHALE. BE PROMPTLY REMOVED AND REPLACED WITH NEW SLIDC_' 3. CE(10T : ' CEMENT SHALL HE POCTLAND CEMENT CONFORMING TO ANTN 1150, TUBE 'I OR II, AND SHALL BE ANTra- Y OF ONE MIPSKUECTHRE& _ 4. GROUT: GROUT MIX SHOULD HE CLOSED OF OE PART PORTLAND CEMENT TO NOT MORE THAN (3) THREE PARTS SASS TO (2) TND PARTS PEA :GRAVEL, 3/8' MAX SIZE. COARSE AGGREGATE. THE MAXIISRS SITE AGGREGATE USED SHALL NOT EXCEED 1/5 THE LEAST' DItimE.sIOR OF THE CELL' : TO BE`FILLED. GROUT SHALL DEVELOP A NINEMDM COMPRESSIVE STRENGTH OF 2000 PSI IN 28 DAYS. 7. MORTAR: - MORTAR SHOULD BE TYPE M. 6. ANCHORS /DOWEL: ANCHORS AND DOWEL SHALL BE SECURELY .TIED IN PLACE PRIOR TO PUMPING. CONSTRUCTION .WINTC WHDE GROUTING IS STOPPED FOR A PERIOD. OF (1) HOAR OR LONGER, DANI A HORIZONTAL COSSZRI7CTION MAIN? NT STOPPING THE GROUT POOR 1 -1/2 INCHES BELOW THE UPPER -MOST UNIT. 8. ALIGNMENT T OF VERTICAL CELLS: ALL MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRINTED VERTICAL CONTINUITY OF THE C.'ELLS TO BE FILLED. THE INIMICAL ALIG NENT -SHALL RE SNIFFICIF$ TO MAINTAIN A aEISR UWOBSTRINTED VERTICAL rwz MENSURING MOT LESS THAN 3 INCHES BY 3 INCHES, - EXCEPT NENE OPENDIG END AMTS ARE USED. 9. WALL CLEANING AND PROTECTION: REMOVE CONCRETE - SCUM AND GROG? STAINS ON THE WALL RBMEDIATF...Y_ CHEER ALL JOINTS FOR TIGHTNESS AND WHERE CRACKS ARE VISIBLE, CHIP OUT THE MORTAR. TUCK POINT AND TOOL. TO MATCH ADJACENT JOININ, 10. REINFORCING: REINFORCING SHALL BE LOCATED IN THE CENTER OF THE WALL. REINFORCING SHALL CONFORM TO ATM A615. GR 40, REINFORCING SHALL HE FULLY EMBEDDED INTO THE GROUT.- SEE STRUCTURAL PLAN FOR SIZE, SPACING AND LAPS. ALL REINRORCPENT SHALL HAVE A MINIMUM COVER OF 2 1. ALL sTRUCTURAL mama SHALL BE DOUGLAS PIN -LARCH OF THE FOLLOWING AININEK GRADES: A. 2X FRAMING AND PLATES B. 2X AND IX STUDS 00. 2 C. BEANS, HEADERS.: POSTS. AND ALL OTHER 4E AND LAGER HEMHBR - U.N.O. NO. 1 6 BETTER 2. STRUCTURAL. PLYWOOD SHALL BE DOUGLAS. FIB ccrimin= TO PRODUCT STANDARD PS -1-83 WITH EXTERIOR GLUE AND SWILL RE STEEPED D BY AN APPROVED. FABRICATOR. - - 3. INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL BE APPROVED BY THE =mamma PRIOR TO COVERINGS_ FRAMING : HANGERS,' CAPS: HOEDOWNS, BASES. ANCHORS. Ct,S AND OTTER ELEnvN.c SHALL BE AS MANUFACTURES BY SIMPSON COMPANY OR AN APPROVED EQUAL. ALL HID SILLS SHALL BE TREATED WOOD AND SHALL CONFORM TO U.B.C. REQUIREMENTS. JOISTS UNDER ALL NON- HEAR/NG PARTITIONS SHALL HE DOUBLED. OUT WASHSLS SHALL HE PLACED UBIDFR HEADS AND NUTS OF ALL BOLTS AND UNDER HEADS OF LAG BOLTS. 8 . PROVIDE BLOCKING UNDER ALL WALLS PERPENDICULAR TO FRENUNG. 9. PROVIDE SOLI/' BLOCKING UNDER ALL POST commis_: 10. CORE NI NAILS SHALL SEWED. : HOE MAILS. IF 1NCAEASED IN N NBER BY 336, NAY ALSO HE USED. 11. SAWN I05BERR SHALL HAVE A MAXIMS( 19% MOISTURE CONTENT. 4. 5. 6. 7, NO. 1 200O 313 0 L' / Ui W Q H U W 0 a 0_ AWING G. . (f) SCALE AWN BY 16' -9 16' -I 0' 16'-I0' 16'-10' 16' -t0' 16'-10' 5' -0' 4'-0' 5 -0' A TLjK\Ail L. 1 , A Ill 11111 20' -O" X 78' -O" X 14' -O" HIGH FREEZER (23 DOORS, 16' -10' 16'-10' 16'-10' 16'10' PEW 10•010' STORAGE 124 9/2.2-0 n r PROJECT DATA GROSS BLDG 18,500 S.F. SALES AREA " 17,807 S.F. STORAGE AREA 693'S.F.. GONDOLA 1,276 I.F. GONDOLA TOTA EXCLUDES PALLET 'RACKING FROZEN FOOD DOORS '23 REFRIG DAIRY /DELI .20'X52'X14', REFRIG PRODUCE .C: \smart \ in-house \561P1,dwg Tue Jun 2008: 54: 16 2000 SMART 6 FINAL 'ash Carry Food ,Supplies ;;Business Nome, 600 CODE COE •CRY CF 004/KRCE CA '90040'11211869.7500 ADDRESS ANDOVER PARK EAST' T U K W I 'L A, W A. PROJECT 230 BLOWER COIL FAN MOTOR - . BLOWER COIL FAN • MOTOR WITH' ELECTRIC" HEATER 12 ' X IV" 'FLOOR SINKi FTXTiJRE BY OTHERS TBiOrAIL E f l E H� eOOOx rasL uJRO.. txxosA¢ a RACK FLOOR SINK AT PRODUCE CASE WITH 1/2 COLD WATER STUB -UP FOR HOSE REEL /HOSE DISCONNECT x4O -: SHUT OFF VALVE MOUNTS 6 ABOVE THE FLOOFF AT PRODUCE CASE FURNISHED AND INSTALLED BY PRESSURE REGULATING VALVE. PRODUCE CASES CONNECTED- TO ONE PRESSURE REGULATING VALVE SET A 15LBS AND MOUNT 6. -6" ABOVE THE FLOOR AT PRODUCE PREP. 12"X12" FLOOR SINK SET FLUSH W/. FINISHED FLOOR -INCLUDING FLOOR COVERING SUCH AS TILE LINOUUM. ETC. WITH HALF GRATE COVER FLOOR SINK TO BE HALF- EXPOSED. FURNISHED CONTRACTOR. 12`X12` FLOOR SINK SET FLUSH W/ FINISHED FLOOR INCLUDING FLOOR - COVERING SUCH AS TILE UNOLWM. ETC. AND INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR TO FURNISH AND LNSTALL ALL TUBING NECESSARY: ETC.. FIXTURE CONTRACTOR TO FURNISH AND INSTALL HOSE REEL/ HOSE DISCONNECT , - ELECTHIOUL.CONTRACTOR IS TO -SUPPLY CONDUIT =: OF SURICIENE SUE TO HANDLE: TOTAL NUNBEB OE BELOON CABLES, MEET 131121013'I30i • .6a. in.t FOR TUTU. CCNVEMEHCE OUTLET FRAME DOOR :HEARR REFRIGERATION OVERHEAD ELECTRICAL CONTRACTOR IS TO PROY[DE YNE.4 XG4 -. ELECTRICAL BOXES,ANO COYER FIATERANF 3/4': PVC EAS KR DETAIL 4,-THE CONOWY ANO' CABLE- PENETRATION ARE TO BE SEPI.ED ASTER - E(ECTRICAL SPECS. - ALL -ELLS CONTROLLER LOCA RE A_DEDICATED 120'.-101X AC SUPPLY WRFC: TWB(2 BE ) LDON i933C ARE LO RP E CA BETTYE E 11)014 0 - ELECTRICAL CONTRACTOR IS TO PROVIDEM STORE MIRING & CABLE FOR EMS S RIFH A ,NRRNUL/ OF TWENIY(20) FEET OF BELOON CAKE -PAST TIE PROBE .LOCATION - -Olt TYlERS PRN7.' SHUT -OFF VALVE MOUNTED +4" ABOVE THE CONCRETE CURB FOR HOT CASE. EXISTING FLOOR SINK TO BE CAPPED ML. DOUR HL LS'BEPENDENT ON OFF., OR RELOCATED.AS :REQUIRED. p THE of THE ENS:SYEOEN ALL CABLES ANA WINDS' OUSE LIE INSTALLED AND. 12 - x12; FLOOR SINK W/ 4 010. BIN HOOKED - el RA THE REFRNLERATION STSIEM FOR WASTE OUTLET & ; 1.1/2 COLD • CAB EE S - 1 1z' FLOOR s i2" x SINK WITH 4 DH REFRIGERATION EQUfPMEf T MIN. WASTE OULET AND -1 -1/2 RFSPONSIRII fl'Y COLD WATER SUPPLY WITH HOOK-UP SUPPLIED BY PLUMBING. 'DESCRIPTION • A-- REFRIGERATION . . Y2 "x6? SINK SET W T • COMPRESSOR FINISHED FLUOR INCLUDING FLOO(t COVERING SUCH AS .TILE LINDLIUM o — ' + THS/THNPARALL.E(. ETC: WITH FULL GRATE COVER. b RACK VIBRATION INNS : : FURNISHED AND INSTALLED BY COMP PLUMBING CONTRACTOR. CENTER UNE atomic.. ITDA NA(SEE R -3) d: HEADERS HEADERS: AT RACK /.- ROOF P[ATFORM 2 - TEMPERATURE - CONTROL 3. -MOTOR CONTROL PANEL - . 4 -. DEFROST' ,RANEL THE .DES -PHONE UNE. IS' 10 HAVE AN RJ -11` JACK INSTAUED NEXT TO THE .166 MODEM. THE PHONE -i UNE. O TO' BE - AN ;ISERWCE MONE THE Nee mon '] -CASE SE'fITNG, K OEM KAMM CICIIB CIEM mINEI NEM MiN , - N/A k1AT$ IM 5.- UNDERGROUND TRENCHING: o BACKFILL&COMPACTIO N`? 6 - CONCRETE CUTT OKCOR;_ _ - CASE DRAIN','. UNE 6 EVAPORATOR 'COTES - FRFEZE • DOOR SWR CE C REFRIGERATION ROOM 2 WEATHER PROQF OPEN ROOF OPENINGS b.- BHOUL.AIR BARS BIROSCREEN'- ), D -, CONDENSER v' � T REMOTE NR COOLED ' COND N$E z ROOF PLATFORM" 1: 3 C,OPlVRSJE,; PANE . F- ' REPT?1GERAT[O,N am' TYPICAL ,PROBE' LOCATION O' COOLER /FREE OR4:. MGR'S OFFICE MGRS OFFICE FIXTURE /REFRIGERATION /PROBE PLAN I I I I 1 -- iI I1 LUMBING ELECTRICAL `PLAN 1 !..1 E -I Ii 1 II III 1 1 1 1 1 I 'I I I III Ili I I I i 1 ! 11 I Ii 1 !;II 111 III I I� 1rt I :11 ;III 1 11 1 1 1 •1111 11 -- I � l i 11 , 1 1 11 LL1 i LIL MM. .6eA.6e-6e1 U606C6B6®.6.6.1 REFRIGERATION UNE ABOVE SALES FLOOR LEVEL DETAIL "A" MODEL NUMBER ` , Flisi- PEE C • • NO. QF , , < . ... B C W . LIQUID CFR) SUCTION CODS)" HOT, (005) INT/1317 EQUALIZE - - J,DRAIN -4446,-192 3200 36 1/2 / , • - -- - 81 1/2. 1/2 - 1 1/8 / / , 46 4.448-220 3120 4 36 1/2 / • -- 81 1/2 1/2 1 1/8 / . . AE68 4688,-, 6 36 1/2 36 1/2 .101/2, 1/2 I 1/8 / _ , • , . ... 5 1 41.8 3.6 j 7.5 692 6.1 - 125 110.8 9.7 . 11% 143.8 111111131111111111111 M—AE SCHEDULE ELECT. KNOCK-OUTS FRONT, BACK AND TOP T—STAT AND SOLENOID VALVE DRAIN UNE HEATER DOOR HEATER FREEZER 803 VENT HEATER CONVENIENCE OUTLET RUSSELL VAC-55 AtR COOLED CONDENSER EMS. CONTROL PANEL EMS. COMPUTER EM.S. MODEM T—STAT AND SOLENOID VALVE NOT USED 23011 GROCERY FRZR BOX DOOR UM'S 23DR GROCERY FRZR BOX DOOR HEATERS CLR/FRIR BOX LOEHR° STORE DESIGN: 75• D.B. HOT GAS- CONN JBOX SEE R-1 & R-4 JBOX ON ROOF JBOX MGR'S OFFICE JBOX AT RACK JBOX AT' RACK • COND.+2 SEE R-1 5 1/4" • SOL. LOC. (F) FDITURE I/8 13 i 15 1/4" -7/8"ELECTRICAL KNOCKOUTS (2 ADDITIONAL ON TOP PANEL POWER FROM DEFROST PANEL ... AT FRES:ER BOXES' AT FREC217 COIL RATED 1. 208V. AT FREDIR BOXES - STRAIGHTNERS ON ALL COILS M46-230' . M46-192, S..: caws .0B. neon. DidveNd gnat. no. LOCATED ABOVE CLR/FRirR BOXES REO. PEAR POWER OWEN USED) REQ. CLEAN POWER & P11019 1.111E (WHEN - USED TOTAL FOR ALL 24 UGH'S 2 l/2 2 5/8!. 11 1/2' 1 3/4 230 • 1 YES 1 (4) 'SEE DEFROST SCHEDULE FOR ADIXT1ONN NAP LOAD TO BE INCLUDED yarn RACK (E) (N) COMPREI3S013 - • ..'• C�NDENSEIR ' - TYBE7._ ACCESS. - TEMP REQ. USED- --,- 40. 2 1 8 BY - DATE, sot WCW. sys, CW Ot3, 023 PRELIMINARY DRAWING DATE: 04-20-2000 , NOT FOR CONSTRUCTION [ 2 ELECTRICAL CONTRACTOR TO MAKE FINAL HOOK OF ALL REFRIGERATED CASES, COOLER BOXES COMPRESSOR UNITS, CONDENSERS AND TOWERS ASWEU AS ANYTHING PERTAINING TO THE SAME. ALL WIRNG TO CONFORM WITH LOCAL CODES. FANS, LIGHTS AND WARMERS ALL TO OPERATE ON SEPARATE CIRCUITS. SYSTEMS SYS. NO. ALL LIQUID 'CONNECTIONS ARE 1/2''EX'TENDED FLARE UNLESS SPECIFIED 'AT TIME OF ORDER. RUSSELL AA-E - SERIES COIL DETAIL - . ALL 'TYLER" REFRIGERATED CASES AND STANDARD SUPERSTRUCTURES (WHEN INDICATED) ARE SUPPLIED WITH FACTORY. INSTALLED FLUORESCENT UGHT FIXTURES AND TUBES, PROVIDE WITH SWITCH AT LIGHT PANEL "TYLER" FACTORY INSTALLED CONTROL PANEL ON CONDENSING UNIT IS COMPLETELY INTERNALLY WIRED, 1,101 OVERLOAD PROTECTION NECESSARY CIRCUIT BREAKERS CLOCKS 4 RELAYS WHERE REQUIRED. DEFROST HEATERS ARE CONTROLLED BY TIME CLOCK ON . OR NEAR COMPRESSOR. - NOTES ALL NOTES MAY NOT APPLY TO THIS PROJECT RI‘ES R W E R SC H SHELVING.INSTALLA CO NOT woLooL EN FL MILE? AND BES ARE_ _ 7 te At PuT CC4nRACT Pt R t OPERATION . PROVIDE WITH SWITCH AT LIG141 PANEL ALL CONDUIT WIRING. J-BOXES oultErs AND COVER DEFROST HEATERS. FAN WARMERS AND CASE LtONT ..,. • _. .,_ ' PLATES,CONTROL,` ETC. ( OTHER THAN THOSE FURMSNED IN p CONNECTIONS ON , "TYLER" CASES'ARE TO BE MADE AT RIGHT 18 CONTROL PANEL,T3Y REFRIGERATION CONTRACTOR TO V. HAND END. OF CASE. ELECTRICAL CONTRACTOR TO FURIDSH BE FURNISHED & WSTA1.LE0 BY ELECTRICAL CONTRACTOR . 0- INSTALL WwW4O FOR CASE ID CASE tiOOK-UP IN CASE , , - WIREWAY: - - . . BLOWER COILS 10 11 E1.ECT'cAl- 608TRAC76R CONNECT - EQU'PMENT - J=BOX FROM, CEILING OF COOLER. ELECTRICAL ^ "RSREII BE FIXTURE C ONTRACTOR Ai'D':MYNER TE"T 12: CONrNACTOR, TO MOL/NT UGHT E1ALIASTS AND OCI. ALL LIGHTS FURNISHED 97' RXTURE CONTRACTOR. 3_,,,RE u : L i.0 _ . 3 cot, ritmcroR TO „isisr.. 80540 FAN 115T/ J—BOX FROM CE(LIND OF' COOLER. , EI_ECTRICAL. — 4040 RACEWAY 'SIZE WIRE FOR com. moroR -REQUIREmENTs., FURNISHED WITH 0 0 0 *AND CONNECT HEATERS COMPRESSOR SYSTEM INFORMATION 4013-2200 LTS HP 1 mirru KWli 15 55.0 10.4 22 111=1 1 2 - 3 37 120 22.7 48 0..4 . too'. 08184 Cfn ITL THRI 0,15 deq 22.4 1 25.0 - •-r w40-551 I C 180 7, RefrIgeratlAnUneH- 2 5/8 0.E018I08.:. 208/3/60 verify E851 , 0*9E OF V6r4LLi po.ato - " cotioosriclyFe - .:1110041.1 RUSSELL AC.55 DESIGN COND.:' - 100 MT. FOP T, suaccouom 4 i 5 . - - FUSES AND/OR FUSE DISCONNECTS REQUIRED AHEAD or MOTOR/COMPRESSOR CONTROL PANELS BE PROVIDED AND INsTALLED BY ELECTRICAL CONTRA0100. ELECTPJCAL CONTRACTOR TO SEAL ALL NES ItiTCT`C001_FA - BOXES AND / OR CASES: BRANCH LINES • . - - NO. DESCRIPTION OR 0*14.R8R REVISIONS • • CHECK EMIG PER COG, 11.C. TO ADJUST PANEL AT RACK F1 -1E-- F2 --II- F3 -IF- F4 -I I-- SYSTEM #1 & 1 -SAT. EVAPORATOR RVAPORATOR TYPICAL FOR 1 PLACE SYS. #1C TYPICAL FOR I P.C. COMPRESSOR RI -1 1 -1 TFC -EMS CREM 1900 PLR CORE. EC. TO ADR191 6YAPORATOR EVAPORATOR MT2 -50/75 FUSES C.B. O.L SYS. N0. R.L.A. LR.A VLT H.P. COMP. MDL BC FAN COMP. HTRS. M1 22.3 120.0 208 5 2003 -0500 NO YES NO 1 M2 32.0 169.0 208 7.5 20A3 -0750 NO YES NO 0 0 0.0 0.0 0 0 0 0` 0 0.0 0.0 0 0 0 0 LTS2 -4 50 /220 FUSES C.B. 0.L SYS. NO. R.L.A. LR.A.. ALT HP. COMP: MDL BC FAN . COMP. HTRS. M3.. 52,6 278.0 208 15 40L3 -1500 YES, YES NO 1S M4 71.4 374,0' 208 22 4DT3 -2200 YE YE N 0 ° 0 0.0 0.0 0 0 0 0 0 0.0 0.0 0 0 0 0 II I I r - - - +H — ++-4 - 4- H + - -'— -- Y +1- 1t __} 1 — t - -- t F 1 SLI _. =l -- - -LITE -11, - - -_i_ - ESL - _Ir - -- F - - - a - -ice I 11 r I +1 - 1 - 1 - ti -- - 1 - - i-1 + - -I-1 - 1 H+1- 1 -1- - -i -tt.- 1-t- I 1 1 FT fITr -- 1 I - 1 r j- - 17Tr - -- 1 1 j flTI- -- 1 — 1 r'I - -r - fl - - 17 - 1 I 1 in E HE1 ! JI e 1 -2 TFC - EMS TYPICAL FOR 1 PLACE SYS. 11A 1S -3 TSK- EMS -DC ITRCAL FOR I RACE- - COMPRESSOR 1 -3 TYPICAL FOR 1 PLACE SYS. /1B COMP. 0, lemma. tor mommi 211 OF aR0VE01 04 3 0 263 AS y01t.0 PREL DRANFIN DATE 04 20 ..'2000 NOT FOR OOIN STRUCTION DEFROST/COMPRFSS WIRING; DIAGRAMS MIA :IQ POWER IN GND NEU HOT. TYPICAL EMS BOARD LAYOUT TYPICAL INTERCONNECTION DIAGRAM BETWEEN CONTROLLER BOARD AND I/O BOARDS. NUMBER 1.0 TYPES OF BOARDS MAY VARY. (FOR REFERENCE ONLY) ROAM SPECIFICATIONS Au n,se um� `¢ BURGLAR BARS KARR ram. Haar a MOM 485 TEMPERATURE ALARM PANEL HIGH VOLTAGE GUTTER hh tom EM.S. BOARD PANEL TYP. E.M.S. PANEL LAY —OUT TYPICAL EMS PANEL LAYOUT CURBED OPENING AND FLASHING BY GENERAL CONTRACTOR. 4 FRESHAIR INTAKE • BIRDSCREEN IYP. ALL SIDES SIDE G.C. TO SUPPLY FRESH AIR INTAKE MAX. 500 ft /min. WITH WEATHER PROTECTION AND BURGLAR BARS. - PARTIAL ROOF PLAN NDENSER ,WIRING: DIAGRAkI ' REFERENCE ONLY FAN & MOTOR :DATA PHYSICAL DATA _, ____ _, FlEID 1RIi✓81G _'.FACTORY MMHG C = CONTACTOR TB = TERMINAL BOARD M = MOTOR FCT THERMOSTAT OR PRESSURE STAT 11 ° GROIRED CONN. (FOR REFERENCE ONLY) MODEL FAN DATA EIOTOP.,DATA DIMENSIONS (INCHES) WEIGHT NO. TOTAL` CiBC ! A UNITY UUTLEY NET CFM 1140 RPY 11010RS '. VAC FANS I14ORPU 2O0/23D /IRE 208/210/TFN. 148 1/4 2 -1/8 1 -3/8 _ 1000 IBS 055 3 3O' 31000 1 1/2 _ N/A 1 9.2 - LEVEL ..PLATFORM BY OTHERS TO BE APPROVED BY STRUCTRUAL ENGINEER. VERIFY EXACT SIZE AND LOCATION IN THE FIELD. CURBED t OPENING FOR REFRIGERATION LINES (BY G.C.). SIZE: -0" x 1' -0" I.D. VERIFY EXACT LOCATION IN THE FIELD) G.C. TO SUPPLY EXHAUST FAN. MIN. 5,000 CFM. AIR — COOLED CONDENSING UNIT VAC -055. SEE DETAIL #7. THIS SHEET. 1 OffirriOrff y. s. MACHINE:, ROOM DETAIL E.C. TO PROVIDE 1 -. BELDON #9534 'i ,COMMUNICATION CABLE .FROM E. .S. PANEL AT 1 ,COMPRE SOR RACK TO ■ .CONDE:SER CONTROL .• I PANEL: "AL OW""5' EXTRA ' CABLE'AT`EACH END OF RUN. --J COMPRESSOR RACK: SEE DETAIL #4 THIS SHEET AND ELECTRICAL SCHEDULES ON SHEET R -2 FOR ADDITIONAL INFORMATION. FOR REFERENCE ONLY NOTffi: ALZ CONTROL COMPoNENIS AND:- TEIRRa0 BY ELECTRICAL. CONTRACTOR 5' -O" AL5' -0" RACK # 1 WT=4T00LBS 1'0 J. ,, .T. �; RO.OF PENETRATION DEA T0. PROVIDE 120V DEDICATED POWER' W /, GROUND -. • TO BOARD - ENCLOSURE. ALARM CO.DRY; CONTACTS:' =E:C. TO PROVIDE DEDICATED PHONE LINE FOR MODEM ACCESS AS REQUIRED.. TYPICAL EXHAUST_ FAN WIRING; DETAIL` I. o ;. c ) 250 ■2� x/4 / (4) ' 8,0L7 L o*) " ( /5) 78 h Ts z/z x z x 1 2 z 2„ 1� 9 F8 3 8n G Ts s— 2Z� 1 4L 1 Ts 2 /yx2t2x /g 28 —// c Z. 24. = /4./9 / I 4 { 7� z wz 3 =1z I n 4 ti -- Co' ¢ �# , /77 J/2 1 4.t9" 3i6 r-9 /' q /= /! 9 FiLF_ COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordnance. Receipt of con- tractors copy of approved plans acknowledged. 2 < Febx � ) 2. / t - -a E 6, ,/!q 1. /5 /- //34 (4) -%H 1. 9 / G / =9 P-9 2 C1� \—z 7�,164cs- 22 m2 f \ li t'- 5 \ - a/ 4i /c 61 /-1 5 /(- 6 r/ pH¢ ;9_ A 3to rr/A� ,BOA w 3 rc /w" Epoxr («:, #4o/6) g 5 1'9 1' 9 t =q 1 = 9 G 3` -o 5- -o G, £14 I yi MO. TO SHIP ASS, NO. SEC §RIP MARK MARK PCg- 22 /A 75 `,14 /C /A IF /G f Q 22 Zi. b 2 G 22 f 2Z 9 . 22 � 'ga 2'Z s 4-4 F8 - k n t)'7 75Ztx2i 4 4 1 t -- z 2. RILL OF MATERIAL 7s S ET 9 /0 4 /0 /4 G 4 It 5 2'Z 4 634 " 4 1 4 a, R.P#r evcoi 2 F$''8 x ro S 4/z 2 /5 f/ s4 G 11 1/ 2 /4 10¢ TOTEM STEEL, INC. 6617. 234Th S.E., Woodinville, WA 98072 (425) 483 -6276 4. REMARKS e'er: of ✓. Cu© Bev: evo 4 ENO' 6EV EntbS BEY. E N C� .1. p/fot4ae /4 (3) -/K If EKIST•I C7 4WC.. k.40.r 5'O4E- [-E&5 /4 Pack -A/6Z r , Aitav /DE 7.4 43‘ Ta .tpEo 11.40 - TN/1r i4 1 •got - D, 0 k(45-10 - 0 0 I c.,'-‘o kca'-■c) ; 2 Pelces G 4 O. (TY!' r GP.-.10?) F tkilay\ G, PLhJ 04CAfrTh *M44 4(1 e‘...\14..7 f ff -+ +- f 3 L. s .s 6 r 2 0 Oft 1 (1- to o .70 H '13oL-r 8 CANQPY fo?ok, 9 0 WE/4 FLAT &=i,R (7w") rjo 5 92o - .4 74 ' 1- 10 4 W j VI A'4 01 fe rfNier 4 ,t A +14Sk N.coca - 0 E- L ci '1)1 0 t3 -4. t-F‘ RBI Construction tylkReview By Date: / PERMIT CENTER TOflM STEEL, INC. 6017 - 234T11 SE., Woodinville, WA 98072 (425) 483-6276 ITAAI CANOPY, aewoPy 4 C. C.AfiAY CONT. 2`N01/E6 AARK EAST' , ick 4 /4.444016.1a DRAWING NUMMI"