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HomeMy WebLinkAboutPermit D97-0300 - SAVORY SELECT - ESPRESSO BUILDINGCity of Tukwila } - Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel. No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: Print Name: 352304 -9087 17601 SOUTHCENTER PY NCOM DEVPERM TUC V -N DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 001 North: .0 South: .0 HIGHLINE Sewer: TUKWILA Slopes: Y Contractor License No: WEBSTC *052P7 Permit Center Authorized Signature: Permit No: Status: Issued: Expires: Occupancy: PRIVATE GARAGE UBC: 1994 Fire Protection: NONE East: .0 West: .0 Streams: (206) 431-3670 D97 -0300 ISSUED 10/22/1997 04/20/1998 OCCUPANT SAVORY SELECT 17601 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER LEVITZ FURNITURE CORP 212 HIGH ST, POTTSTOWN PA 19464 CONTACT FRED WEBSTER 5231 57 AV S, SEATTLE, WA 98118 CONTRACTOR WEBSTER'S CONSTRUCTION 5231 57TH AVENUE SOUTH, SEATTLE, WA 98118 BILLING TO SAVORY SELECT 17601 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 **************************************************** * * * * * * * ** * ** * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT A 210 S.F. DRIVE THROUGH ESPRESSO BUILDING; CONSTRUCT 6" SANITARY SIDE SEWER, NEW 1" WATER SERVICE TAP WITH 1" PERMANENT WATER METER AND 1" WATER SERVICE LINE. .**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 3,935.40 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS 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: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 493.46 ,******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *l **' * * * * * * * * *,, * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: ( -0510 Phone: 206- 721 -5461 Phone: 206 721 -5461 �! - -- Date JO 2 1/ 1 I hereby certify that I have read and examin ' this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 414.6- Date : This permit shal'1 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. BU7LDIh3 CERTIFI,� ATE',OF OCCUPANCY OF Tli''WILA. SOUTHCENTER CITY : BOULEVARD ti :'QUITE : :1 TUt�'.1° ILA WASHINGTON 98,,1 88 KATE ISSUED PUR$UANr I IF? RM PL BUILDING CODE ,ER'TI Y <I,Nr; I AT Al TEE TIIIE.OF' I k r :IN C WIkTH T VARIOUS LRDIN ANC ' HE i I O TY TIN E,GULAG :BUILDING )N':� ?RUCTION lU E�fAND 1 L 'APPLI�' ?Bf �� CI,T;Y FIRE CODES Fri NE' FOL1 �?WIJ4G .. ,. F:..e. .. ✓.. L: :'S .n .,v. ., d;'Y. TJ•:C CO�t'a'�RU,CT A ` 1 O F .. DRIVE TMh,',tt�JGH. ESPRESS , B uida ; I ' �uCONSTP.UCT S AR SANIT .S I.DE ; SEWER,. NEy . 3 Of ER SERVI�'E';' TAP WITH ) ' PERMANENT 'WATE :METE' ND, 1" W •'TE'� „SE VICE LINE] : t tit FIANCE PHI STRUCTURE Occup nt• �L,oa THIs CERTIFICATE, Otis ;:T ;:BED: C or4 SPI CCl1 . 7USL.Y ° _ PO STED , ON THE PREMISES CITY.OF TUKWILA SOUTHCENTER PY .Permit No D97 -0300 Address: Suite Tenant. Status: ISSUED DEVPERM Applied 09/10/1997 ., • Parcel #: 352304 -9087 Issued 10/22/1997 ***** k***** k*********** k******** k* k*** k* k*** k k k * *k *k**Ak * ** * * ** * ** * * * *k **• * Permit Conditions: 1 ' No changes w i l l be made to the plans unless approved by the Architect or Engineer and the Tak :wila,,Building''Division. Electrical permits shall be;: :obtai'hed :'through the- Washington; State Division of L•albor .and` • Industries and al-l:; electrical work will be inspected by, that: agency (240- 6630) Plumbing ; permits shall 2be -obtained through the Seattle - ing County Department .of Tub.;l Hea'l th. Plumbing Will tie inspected b;y that )agency' including all gas piptng (296:-4722W . Al l mechani "ia,l work. sha°l l be :under , separate:, per mi the City Tukwila., ` A;l l pe `mits, inspection records, and, approved 'plans 's.hall available ;at' the ; lob s pr~ :ior :to" the start ot, any Cori, s,tr�u�t `on i These ,documents are .to be maintained and avai ' ab.letu'rtti °l final inspection a"pprova.l.'is granted. A1,.1 - *nstr t,o ` done in conformance with approved, plans and requirements of the Uniform Building Code •(1994 Edition) as, amended, Un i t or m; Mechan i ca l Cote (1994 Edition).', .anaj shi,ngton State. E.n•ergv Code (199 Edition) . ' `Jal•iti;ity of Per thit."' The issuance of a :permit or approval Of pla�ils : , sp►'ec�i i;o.n ficats,: and'computations shall not be` con strued to be a permit for , • or an approval"of, any violation of: aii of the - provisions;of the :build)ng code, or of any other 'or d of the jurisdiction. ,, , No perm'i t presuming to. give',` };a.uthoO'ty to violate or cancel ;;`the" prov_isions :of: this code slial l: be-valid. 8.' Notifhe'"City of. Tukwila Build'ingHDivi,ston .prior to placing" any concrete. This pro;cedure., is. fn addition to any requirements for .special inspection. 9.. There shall, be no 'occupancy of the bui ldinglts) until the final inspection 'has been "complete_d, by th'e Tukwil'a .Inspector. 10. 'VENTILATION IS REQUIRED FOR ` ALL .NEW: ROOM'S AND 'SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE :WI.TH THE UNIFORM BUILDING CODE AND' .THE : WASHINGTON STATE" VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -1.3: WAG.• 11. Temporary erosion control , ,"measures . . .shall . be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 13. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 14. The water meter box shall be located within City right -of- way at the property line. 15. CONTRACTOR SHALL BORE FOR WATER LINE INSTALLATION, OPEN CUT INSIDE PUBLIC RIGHT OF WAY NOT ALLOWED, 7 -0300 SSUED 17601::;2:SOUTH.6ENTER•.:.P „ ; '"" ; •,' : ',. - ;•••,r 6, • • r• : TER:• t • - ••• • „ Applied Date: 09/10/1997 • Isued Date: 10/22/1997 I „.. • • . ' • $ • ; • tr.; - • •;.: • '',.•••• •-• •••••• ;••(.''': • ;•:••• •-•• ' • •''•• •• • • ; . • ' • t!:- . • `; •••' • ,•••• • • ••, 1 .1.• • • • •:':•• • • ' • • • 'r • •-•"•••.'';.;..... 7 7; . • • * • ••,„ r• • r • - OTAL WATER : METER f ES 325'. 00. • ": •••• • • • ; • •• • • • • • 1. • • • •. • .• .• • . • • . . .... • ... •• .• • „ ...• • .• 'r, '• • •:) • • ••••••• • • • - • • • • 4.UBL I C.:.,WORKS'-' APPROVAL JJS ••••'• 'i• • • • ••••••:::•:••: .."'•?•,, • :•; ••••11: • • ••• •••• • • • • • •. ' T•••=••• •: • .. ::•••o• • • r • • • •,. • .-i• • ••••-• : p ; • rc• . • 1. , . . ' • • ' '.• " • • .•••••• • : • • ' • • ".• • • , • . „. . ' , , , • , ' $ 00 •: 00 $ 00 • t. 00 Project Name/Tenant: 11__ SXVt7f 5 Jk,ka Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University rkOther Value of Construction: Site Address: ity State/Zip: 0(060 I �cxx'hLeltfhr E.IAIY l ,_ u k1A)iIa 1 1A. qV1 V Tax Parcel Number: 3 3c(-/-9O5? Phone: 5 >5 -05/0 Property wner: • LZ.v I t.L NomeHaker.5 Building Square Feet: existing N 2.,10 new rest Addre s: Ti City State /Zip: 41, 7bdi J th'�1 cev r P �UJ I i t I I A) 9 1XR Fax #: , Contractor: web`.S�ec , S Construcii or. Phone:( 6 jai - 546 i Stree Address: Cit Stat/Zi e p: ��31 R- it Ave,, ,5b . 5ea , kin. 1(I1 R ax Fax #: 2z3 s 7 Architect: 40,1& 17A/J 7"Z- ALA- Phone: Street Address: /� `� y Z. 3 Ate L�I/L, tc (��J�.� /�' E y l,� c7 ` c' City State /Zip: 74 `l S IXXdr .,,4 Fax #: Engineer: / ?yam/ Phone: Street Address: City State /Zip: Fax #: Contact Person: Fro() 1A�2.9 tJ Phone: i ^ t f s4 CQ d Street Address: 5 31 5 Nve_ Cit S e /Zip: . (11.44 4 I Fax #: Description of work to be done: i hJ bull tiri. o 6k drike. +hroutk espre50 , /I) Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University rkOther Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ School /College /University ;Other to • £ ' .I Will there be a change of use? E3 yes IR no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 'none ❑ other (specify) Building Square Feet: existing N 2.,10 new Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes $ no quantities & Material Safety Data Sheets CITY OF TU 'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Cl Channelization /Striping ❑ Curb cut/Access/Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): El Flood Control Zone El Hauling I.J Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private (1) Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): 1 i ' O Water Meter Temp it 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. D ale application accepted: PLEASE SIGN BACK OF APPLICATION FORM NCI'ERMIT.DOC 1/29/97 Proj :.qmb r Permit Numbeir APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW. OF THE.FOLLOWING: (Additional reviews may be determined by the Public Works.Department): Date application expires: Application ta =n by: (Initials) BUILDING D ER O UTHOR _ •��� Signature: Date: 7/Z 4. Fax #: 7... _ rvc (A/4- 5,,Q ,,,,,/,/-- Print name: re / (.1./ 5- TL Phor,e 7g,-74/5Y 1—L/ Address: . / -S7 fS �� , 5-6i, tvt/- F� /f City /State /Zip:5-t ALL NEW COMMERCIAL/ADDITIO FAMILY PERMIT APPLICATIONS SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures cif lJ (Form H -13). Business Declaration required (Form H -10). Five T' , sets of working drawings, which include : ❑ Cl Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' interva:s extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 49ntify location and size of existing trees, note by size and species those to be maintained and those to be 144-moved. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply like will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑, icinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis { I ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ El Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Cl 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 Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ ARID EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURV,8Y THE LAWS Q,f` THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 PER PT' k ±4 ,kkkk :Aloe A! e14k+ 4le *. 4•k'*k:'k*•kAitk4 *k k *AkAaFkA ; k�4.•+ h�S ,kkA:!':! * A.AA :4 Ai74 a4:A' �11'Y OF TUl<WILA 41A; : TR�t t15Ml:T k..A;AA****tlie A;�4149e -k •Al**Akk? kA*•kA*4*A lc :ktil�rkrAkkh:4•kA t*l;fit*k•k •k•k RANSMITN4Mbirl R.9700664 Amaunt 345 ,r,00 is /22/97 13..(?1 v %gent;.M:ethod: C,Hf GK.. ' Not, MOHAMMEI) SA TAR: Net m;�t 00 ,,T • PE, VPERM` DEUI•LOPl4LtlT Parcel Na -357304- '9087. • Addt "ess N 17601: SOUTHCENTLR 'Ibis Payment,' Total Fees: ;, 4':43.41 345..00 Total ALL Prates 433.46 Balance: .00'. lc***** k* k{, i• k• A• A• A•* tki kAic* tlt*** .A *•k•kk* ** #+k ** *A• * *k *# *A **A,l **A}t *Alk ** Account Code ;Description Amount ,000/34 .830: PLAN. CHECK - ; ,LATER METE ,., 10.00 402/342.400, •INSf! - FEE - SME /S S ^a 20.00 401/3'10.;402, WRIER CONNECTION 100.00 401/336;.520 WATER ; INSTALLATION (DEP) 175.00 401/342 ytA1 LR IN. PECTI0N F'EE. 15'.00 401/343:405 WATER TURN-UNCG1:. 25.00 • ' A 311c3 3k3 ir*********11***4*** kli*** CITY OF TtJKWXLA, NV,' . TRANSMIT 1 . ":14.44:44***4-4,1%.“/144 . **414** 4e10.4 TRAWSMIT Number: R9700641 Amount: 148.46 09/10/97 09:00 Paysten't Not at i 'SAVORy SELECT In i t: SLR. - - ""' ... . ""'" ." ." 7"“* •••• Perm i No: D97-0300 :Type: DEVPERM DEVELOPMENT PERMIT. Parcel NO: '352304.7.'9087 • • • Site Addreas: 117601 SOUTHCENTER PY • ' • Total Fees:. • 148.46, This Paycrient 148.46 Total AL.L Pmts: B al ance: .00 **h *1.******3 ***+:4**1 'Account Code De.cr'i pt ion Amount 000/322.190 BUILDING NONRES 87.25 000/345.830 PLAN CHECK - NONRES 56.71 000/386.904 STATE BUILDING SURCHARGE 4.50 / 4008 09/12 9716 TOTAL 148.46 '•■■•j•-q.‘"its,t,10,-",4 r: • INSPECTION NO:.> ;ITY OF, TUKWILA BUILDING DIVISION 1300: South'center Blvd., #100 Tukwila, WA 98188 Address: OMMENTS: PERMIT NO. (206) 431 -3670 Date wanted: Requester: Phone No.: proved per applicable codes. Corr ctions required prior to approval. Inspector: $42.00 REINSPECT! • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Datepkty 9 ,,g . Date: INSPECTION RECORD• m Retain a copy with per ';:INSPECTION Na . . CITY. OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd #100' Tukwila, WA 98188 Address: Special instructions:, Type of inspection: Date called: Date wanted: tli /1 Requester: a.m. p.m. vklAi Phone No.: • Mef • Inspector: Approved per applicable codes. COMMENTS: b PERMIT NO. (206) 431 -3670 Corrections required prior.to approval. MO% $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule. reinspection. Receipt No.: Date: Date: INSPECTION NO. ER IT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 4 1 =3670 Project Type of inspection:. S Address: Date called: 7/2 / ft Special instructions: . Date wanted: . 7/ 7 / a. 7 ,( //90 p.m. Requester: AA v , � � Q -iiM Phone No.: Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: F4,,44 469- OiG $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 'y,(C/ Project: ,Moe. Si .lec t Type of inspection: p ( wa Address: rzt1S C I Date called: 7 -17 - qt3 Special instructions:: Date wanted: ,., '� -j_ �j' p.m. Requester: f21 44 Mtl M Thuti Phone No.: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, : Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECO Retain a copy with p lWit Date: Corrections required prior to approval. COMMENTS: z2- - lb 3/9,fs Tay 1 PAANAA iYVi .�• -tr fn.oN,, mo.$rA. 1 9/c 5 1.30 CJ b ate. �1 \ hua .L ‘v( 11 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:: Date: Project• l (A5;11 C.L Type of inspection: Address: Date called: Special instructions: / , /A r Date wanted: �p /i " 37'"C1 p.m: Requester: Phone No.: inC� wN�`x' %t MI, I INSP TION NO. 1 Aar ♦r V Ar_ J. r Date: A ) 7 L/ • ,, iiZ fr I t . F INSPECTION RECORD Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. [X Corrections required prior to approval. COMMENTS: Inspector:// i M,� V $42.01 REINSPEC '' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: ,Project: , �,.._- �r ifs -g► / r-/ ?,. SO Type of inspection: ,�' ,Addres Date called: 7_M--9 /, j Special instructions: V �.. .,. if '.-.C7 Date wanted: Requester: r/ 7 . Ph - one No.: cam„ - < INSPECTION RECORD Retain a copy with perm INSPECT N. CITY BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. C O MM E NT S: L// 'S 4.1a€ 7 1 1.7a 5 • I. J► • AM. / I J . GI a (206) 431 -3670 Corrections required prior to approval. i 4 • / 4..�. • - • 1 • 4g J {/I . r Inspector: L 1' Date: • r- r; ( d 4 /4/ $42.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: 5AVOLy 5v...1 arr Type of inspection: SD Address: Date called: ' t Special instructions: Date wanted: 1 5 a.m. p.m. / . � 7 7 Z 7 / � j Requester: (.) I/ n /` Phone No.: I Approved per applicable codes. I Inspector: I Receipt No.: INSPECTION : RECO .; Retain a copy with pit INSPECTION NO. CITY OF, TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) -3670 Corrections required prior to approval. COMMENTS: U Date ' -2 - eg $42.00 REINSPECTION FEE. REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule re jnspection. Date: Project: � �s'1, L ` _ Type of ' spection: /.• Address: Date ca Special instructions:. _ ,r Date wanted 4..22 �m Requester: Phone No.: COMMENTS: Inspector: Approved per applicable codes. L Receipt No.: INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: P E A I TN "'R"/ (206) 431 -3670 Correctipt'Ss required prior to approval. A __ .. 1/ r" $42.00 REINSPECTION F; s REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORikTh Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING-DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Project: U,19rI"1 jl�'G.7`"' Address:; /S Special 7 ions: r ,2. .Approved per applicable codes. Type of inspecti Date called: Date wanted: --22-51Y Requester: Phone No.: Corrections required prior to approval. MENTS: fl $42.'' INSP FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc -nter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: Date: PERMIT NO: (206) 431 -3670 MEM {. INSPECTION RECORD Retain a copy with perm INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: r p �� T ,,, YYp a of ins ec Ion: ff �. ti le -+ CC---U v �-t Address• ate called: C Special instructions. Date wanted: / I Q a.m Requester: Phone No.: 1 / Approved per applicable codes. n Corrections required prior to approval. COMMENTS:. PERMIT NO. (206) 431 -3670 [ate: $42.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd„ Suite 100. CaII to schedule reinspection. Inspector: I Receipt No.: Date: PERMIT NO. Date: INSPECTION RECOR Retain a copy with per INSPECTION NO. • . • :CITY OF: TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 Special instructions: y Approved per applicable codes: v .rsuurwrrn" Type of in pec Date calls • : :Date wanted: ( Gf �(�(/� / \� " a. 6 yl '' �� t .F .rn• Requester: Phone No.: Corrections required prior to approval. Inspecto (206) 431 -3670 At A/ 1 - 1 $42.00 REINSPECT N FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (A Date: INSPECTION RECOR Retain a copy with per INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Type of inspe io :.: Special; instructions: Date called: Date wanted: Requester: Phone No.: /de /i Approved per applicable codes. Corrections required prior to approval: COMMENTS:. Inspector: ( EI $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: Date: Project A ice9 ZnicT Type of inspection: _ rein9InA Address: / 0_57-7V1/17e>4/ti Date called: ( /O Date wanted: ' c4 (0 - /I • 5' Special instructions: \1 p. Requester: _ Phone No ''r^` • - f. 4 i'r.44 • INSPECTION RECORIV\ Retain a copy with per INSPECTION NO. CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . b9?- 0300 PERMIT NO. (206) 431-3670 • Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 2-• X_ 50 A I LA. Inspector: - Date: 6 ri $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinsptiction, Receipt No.: Date: • • •INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 , ,•••• .," • . :• : . ' • ,. . • Projeci:, 1„/ `Ntr" Address: Special instructions: Type of iiispection: 517.- Date called: etatet dav Date wanted: 6 u 76 42 Requester: Phone No.: Approved per applicable codes. i09 PERMIT NO. (206) 431-3670 I Inspector:IAL „4...wel.7 Date: 6 $42.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: INSPECTION RECOR Retain a copy with per, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 PERMIT NO. Special instructions: Date called: Requester: Phone No.: (206) 431 -3670 Approved per applicable codes. I Corrections required prior to approval. MMENTS: Inspector: Date: r -1 $42.00 REINSPECTION FEE R OUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: Date: Proje t -�- o ec�ti ' Add; s 16 H Date e c IIed: � - (- � 1E3 Special instructions: s Lod c9c. f p Date wanted: , /. 9 � 9 a (am ` '�°' O P.m., Requeste . r-r - r' 3ra Apisc, Ph n No.• c2 . 1 D - D51 a--. , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: I Approved per applicable codes. LN .4 1-0C e w p s ex-a -w 1 r OrJ Sr'� ti5:�'Jcs. i3 *. . J�t: 7 INSPECN RECORD Retain a copy with perm et-tit h; )3(i ) ).1 se wo / NAP (k0 V44.- 15 2r'Z� -e- t A' c 7c) Rs t --- 6I 0, 4 -- 't 1 APt- m,,.1G ' i ,Jsl s • PERMIT NO. (206) 431 -3670 Corrections required prior approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oject: Type • inspection: Address: Date ca e•:,,_, Special instruc Irons: Data wanted: 1 a.m Requester: Phon�No. (1 n �-,r- J �. Approved per applicable''codes. 1 I Corrections required prior to approval. COMMENTS: PERMIT NO. (206) 431- 3670:. 0 fro a in Date: ) 2 , 1 0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Address City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 'TUKWILA FIRE DEPARTMENT 'FINAL APPROVAL FORM Permit No t .'" 3C Retain current inspection schedule SZ Needs shift inspection FINALAPP.FRM pproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Sign ture Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206)575 4439 VS" STEEL TRAFFIC COVER WITH HINGED REAMS LID WELDED LEGEND - VW) rifrE�n: UaiiAN'1pAenh.W.1.4 Uanwz.!M»Ataeacwi .aWe:: ortm.r..Y.c.... n.+041 vn nYUR1194thno,mot.n mx∎Mot4.%i . v mvarwam NeakIlio$ W.UwierdrA'A4a~ P 02 '97 09 :21AM TUKWILA DCD'PW a ..' -' . iliaara • 3 FINISH GRADE teo 24 , MIN O PAINTED HIGH TENS/LE DI SERVICE SADDLE V/ DOUBLE STRAP, r AvvA I.P. THREAD TOP, ROMAC 20ZSr OR EQUAL, SIZE AS REQUIRED C>7lPORATION STOP. t' AWA I.P. INLET lY 2• MALE IRON PIPE THREAD OUTLET WITH BALL vaLvE cOR EQUAL LW- CRICTId! VALVE). MUELLER ORISEAL Na 14- 10013. OR EQUAL AS NEEDED. © COUPLING, t' RMALE IRON PIPE THREAD 2Y 2' MUELLER 110 PITT!NC RR COPPER, MUELLER NO. H -1S4SL OR EQUAL. S COPPER TUBING. TYPED OR NIGH M0.ECULAR DENSITY POLYETH.ENE• City of Tukwila NOTES; mu v t S y • L � •. p 1 Y I CQNT TO THE I VA A p h UE y ESS NETER I RE�DER IS iNSTAIIYLEDME ENGINEER 9 M AYY v rU , ST E T Ti W ,y5 1.LER M15-33320 OR EQUAL) 4. Z' �. .. 1 P,2/3 Ae1 E 1 6 TER SE R 1E POSMDCD TO COMA Rim SWAM UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND TR#% WALL FOR OPERATING AND LOCKING BYPASS VALVE. RECEIVED CITY OF TUKWILA SEP 101997 PERMIT CENTER DATE: 11/27/96 RD • WS -16 4 10 5/8" 8 5/16' SLIDE - THROUGH POST BRACKET - 3/8 GALVANIZED STEEL PLATE - (3) 7/16' HOLES FOR 7/16" X 3' LAG SCREWS (EA. SIDE) --- HEAVY -DUTY HASP POST BRACKET SUPPORT• 3/8 GALVANIZED 5TEEL PLATE (TYPICAL) FINISH GRADE OF PAVING HEAVY -DUTY HASP - PROVIDE ADEQUATE CLEARANCE BETWEEN PAVEMENT 8, HASP TO ALLOW HASP TO LAY F LAT WHEN OPEN INSTALL POST BRACKET SUPPORT 3URIED FLUSH IN CONCRETE 1/4" FILLET WELD (BOTH SIDES) • • r oc C of a , a Bellevue 4'm O� TITLE: p o 5 rn� .C Z ca w , ACTtfREQ IRIY2 ETTER TOON/ 22 REMOVABLE BOLLARD INSTALLATION: REMOVABLE OOLU.ARD BASES ARE SET IN A 12' DIAMETER HOLE. 30' DEEP, AND BACKFILLEO WITH CONCRETE. LOCK HASP FACES THE STREET 1' BEVEL (TYPI BOLLARD MIA 8 X 8 DOUGLA PRESSURE -T FIXED BOLLARD INSTALLATION: SET FIXED BOLLARDS IN A 16' DIAMETER HOLE, 2' DEEP, AND BACKFILL WITH CONCRETE INCISE 1/4" TO FIT REMOVABLE 8' I BOLLARD TO BASE BRACKET FIXED BOLLARD SCALE: 1 1/2' - 1' -0' • DESIGN ADVANTAGES: ANOTHER ROMAC ORIGINAL - 1981 One size fits all STYLE "CB "TM SEWER SADDLE Patent #4494780 • Inventory Reduction - Unique gasket fits wide range of diameters. (The 4" fits all pipe from 6.275 to 25.80). • Ease of Installation - Saddle can be installed by unskilled labor, using a socket or open end wrench. Built -in stop prevents blockages due to inadvertant insertion of branch into main. RNPC90 • Superior Strap - Strong 304 stainless steel band GMAW & GTAW welded to roll threaded 304 stain- less bolts adjusts over a wide range. Clamping force is well distributed by 3 -1/2" width. • Flexibility - Gasket allows considerable deflection due to earth movement, while large sealing surface and wide band strongly resist displacement. • Reliability - Continuous rubber connection between rim and branch eliminates potential leak • spots. Saddles have been tested to pressures well in excess of typical service test requirements. NOTE: A pipe stop capable of withstanding 1000 pounds of thrust is molded into the CB Saddle Gasket. Care must be taken during system design and Installation to assure that this thrust limit is not exceeded. 4 -3 Nom. Branch Size Nom. Pipe Size Range Branch Type Branch 0.D. 2:4;54.: •,:... •-,;. • ' •',.Ntaniber Approx. Weight REG (48") - LS (96") - 6 " PVC Sewer 4.215 XLS (192") - Tyseal 4,28 C.I. SoilNo Hub 4.38 1 6"-1 2" 6.27-14.40 PVC Ajc M.E. Sewer 4.50 4.62 : 10.0 Universal 4.20-4.63 Cast Iron-D.I, 4.80 Clay' 5.00.5.38 PVC Sewer 4.215 Tyseal 4.28 C.I. Soil-No Hub 4,38 4" 14"-24" 14.40-25.80 PVC ac M.E. Sewer 4.50 4.62 � \ 11 11.0 Universal' 4.20.4.63 Cast Iron-Cl. 4.80 . Clay' 5.00.5.38 PVC Sewer 4.215 Tyseal 4.28 C.I. SollNo Hub 4.38 24"-48" 25.80-54.00t PVC A/C MI. Sewer 4.50 4.62 J '' \� 13.0 Universal' 4.20-4.63 Cast Iron-D.I. 4.80 Clay' 5.00-5.38 _ _ PVC Sewer 6.30 il * C.I. Soil-No Hub 6.30 A/C M.E. Sewer 6.66 8"-12" 8.00-14.40 Universal' 6.304.66 12.0 Cast Iron•D.I. 6.90 Clay' 7.19-7.58 PVC Sewer 6.30 ' C - C.I. Soil-No Hub 6.30 48:01.14_,_._ 6" 14"-24" 14.40-25.80 A/C M.E. Sewer Universal' 6.66 6.30.6.66 WM :., ...: „ 04/14 ' *A! • ' '' '' • C8411,pour.,.. 13.0 Cast,Iron-D.I. 6.90 .C. Clay' 7.19-7.56 _.. . CI3-7.561.r . i'. , 5 PVC Sewer 6.30 . 9 C.I. Soil-No Hub 6.30 'C3.41-30343:'•• 24"-48" 25.80-54.00 A/C M.E. Sewer 6.66 ps.isext.g: : : 15.0 Universal' 6.30.6.66 •C*41416014Z Cast Iron.D,I. 6.90 ef64.101.3'::- Clay' 7,19-7.56 C8-7.5i0C1.8 BRANCH SIZE SADDLE CASTING GASKET STRAP 4" Standard - XLS - - - REG (48") - LS (96") - 6 " Standard - XLS _ - XLS (192") - ROMAC MINK r--IINDUSTRIES, - INC. CB-6.30 Patent #4494780 * See drawing below t The 4" XLS is the same as a 6" XLS with a step down rubber bushing. Regular saddles come standard with an adjustable strap that can accommodate any pipe up to 14.40 0.0. For pipe over 14.40 O.D. order the "LONG STRAP SADDLE" by adding the letters "LS" to the catalog description. EXAMPLE: CB-6.30LS "Stainless Steel Hose Clamp PARTS LIST STYLE "CB"TM SEWER SADDLE MATERIAL SPECIFICATIONS CASTINGS: Ductile Iron meeting or exceeding ASTM 536-80, Grade 65-45-12, protected with a yellow corrosion resistant paint. ADJUSTABLE STRAP: Bolts, nuts, and washer: 1/2"i N.C. roll thread Teflon coated. The band is 3-1/2" wide. All the above type 304 Stainless Steel. GASKET: Virgin SBR compounded for sewer service.1 4.5 RNPC90 RIES; DETAIL E t IFICATIONS FOR Art-7 S C ROMAC "CB "TM SEWER SADDLES u STAINLESS STEEL 304 ADJUSTABLE STRAP Bolts, nuts and washers, 1/2" N.C. roll thread Teflon coated. Band 3 -1/2" wide for spreading out clamp force on pipe. The stainless welds are fully passi- vated. Excess strap goes between pipe and band. 4-4 Same saddle conforming to different outside diameters. GASKET Virgin SBR compounded for sewer service. Meets ASTM D -2000 3 BA715. Gaskets are especially formulated with AntioxidanUAntiozonant agent to increase shelf life. Patent # 4494780 SADDLE CASTING Ductile Iron meeting or exceeding ASTM 536 -80, . Grade 65- 45 -12, protected with a yellow corrosion - resistant paint. * Passivated — Chemically treated after welding to produce a highly corrosion resistant coating. Saddle conforming to pipe. 18.8" O.D. 18.8" O.D. MTG. 1r UTamr E]CTG 13' UTLmr EMT. ac• • LEVITZ FURNITURE PARKING LOT LP WATER BONZE 4' SZE SEVER CONECTIDI ! Nil *M< ANNA 015 * MIMS IMTISO u 41° CLEAN 0!r QTY m' TIMVLA sTMMSI r ME= WATER SERViR A' smEtiM .X r VATS! DETER nl OI RANTED CITY OF TIAMDJI RWG 11s -rIa SOUTHCENTER PARKWAY CLASS 150 10° CAST /ROD WATER MAIN \—TIP r CITY IF TUKWIILA INS Wsas SI r CURS i GUTTER I N r 1M IVDI INA 17.15 MIT =CAGE 11111100 C T Ir Al: SM[TARY SEVER - I 4• EPITOME TO LEVITZ FURNITURE N CR TH SCALE' 1'= 20' e been reviewed by the Public rks Department for conformance with current Ci Acceptance is subject to errors and •rniac:ons which do not authorize violations of adop 'd standards or ordinances. The rcep: ^ability for th _ • - • • - - he design rests totally with the de igner. Additions, deletions or revisions to these - • • • = er this date will void this accept • ce and will require a resubm tt l of revised rawings for subsequent approval. Final accbptance is subject to field inspection by the Public Works utilities i pector. Date: n dn By. / ca *), FILE COPY 4 CUB PLANTER r smEMAL C S NOTES ALL VON MILL WIRY 1O STATMM SPiICS AM !TAM OF 11E QTY of ANNA A AI SKILL IL MILIEU 11I RISRLTDI NM APPIU M. SY QTY 7 - nsww! s-i► MIME MUNN • £ &IRA1Th I II1RIE EMI SCUMS =ET PRTITQTaI aMOM cowE TSat E APPLICANT IMAM MLIAR ENO MIEN WAY REIM 1155-! P 101PS.7 P6 T CEt. Ef, TUMA• WM 11110! -37114 SAVORY SELECT ESPRESSO LOC ATION OF ESTA1LISFENTI �� RECEIVED CRY OF TUKWILA t COMPLETE zs COMMENTS • REVIEWERS INITIAL G DMSION Wo1 FIRE PREVENTION STRUCTURAL rmi4- CO PLAN REVIEW 0 / 0UTING SLIP ACTIVITY NUMBER PROJECT NAME 3avO Se I eiir+ D ' ARTMENT: DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE NOT COMPLETE El • NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE A0 APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q DATE DATE X47 I( PLANNING IVISION N 6 7 PERMIT COO ATOR 9•47 f CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) : , tlifigiVOM*4.44 . $A1'50404POLSIMP PLAN REVIEW ACTIVITY NUMBER DA DEPARTMENT: BUILDING DIVISION 1 PUBLIC WORKS COMPLETE COMMENTS APPROVED APPROVED TUES/THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL TI CORRECTION DETERMINATION: OUTING SLIP PROJECT NAME Savor.( Se I cc+ DETERMINATION OF COMPLETENESS: (T,Th) ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE rso,rego• FIRE PREVENTION [ PLANNING DIVISION . 0 STRUCTURAL 0 PERMIT COORDINATOR 0 ), NOT COMPLETE NOT APPLICABLE t(2, x 10 w4. DUE DATE NOT APPROVED (attach comments) 0 .• DATE i r Wr 9 NO FURTHER REVIEW REQUIRED DUE DAT •917 NOT APPROVED (attach comments) REVIEWERS INITIAL DATE /0 (ci ct (Cerdfication of occupancy required. C:ROUTE-F ACTIVITY NUMBER 0 I PROJECT NAME DEPARTMENT: BUILDING DIVISION p FIRE PREVENTION a PUBLIC WORKS STRUCTURAL p DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE fl REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS l l REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE p ' -)(9L) CORRECTION DETERMINATION: DATE DATE APPROVED W/ CONDITIONS p DATE PLAN REVIEW SLIP 3ovovs1 Sclec.+ � ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) PLANNING DIVISION • PERMIT COORDINATOR 0 DUE DATE NOT APPLICABLE NO FURTHER REVIEW REQU DUE DATE gi NOT APPROVED (attach comments) p' DUE DATE NOT APPROVED (attach comments) 0 • (Certification of occupancy required. 1 I C r COMPLETE El COMMENTS ' REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE PLAN REVIEW O / TING SLIP ACTIVITY NUMBER VI .1 7 "Mt PROJECT NAME 3Qvo( Se1.+ DATE 94h97 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION • PUBLIC WORKS U STRUCTURAL U PERMIT COORDINATOR 0 I fra g i . 97 NOT COMPLETE El NOT APPLICABLE DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED Et- ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE 61 /Z- I - z APPROVALS OR CORRECTIONS: (ten days) DUE DATE d97 APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) Q' DUE DATE APPROVED n APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) 0 (Certification of occupancy required. 6+iR41atiMiVthl3ialo.M@Aeui:4. Aroarcaas'Amis wNl7rtune!tiroVXt- ai:Nri.A.W .cObvaltv.KrAt , nrd^ P7�trn atv.a!oraOsn.Ontilwervmgrvmfra larvomumummew.xxosto deltaaiWdteerroeblaA.netaarata o+Auwa*wa.ule..ra. ..+w..e}rrx!Y. .:e. PLAN REVIEW / tOUTING SLIP C� O ACTIVITY NUMBER DATE PROJECT NAME 5ctvorl Se I sc.+ DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION p PLANNING DIVISION p PUBLIC WORKS a STRUCTURAL p PERMIT COORDINATOR p DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE p COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF REVIEWERS APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED El REVIEWERS INITIAL t CORRECTION DETERMINATION: C:ROUTE -F e copy to master file & enter Sierra.) DATE q2kft APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) CPJ DATE IO / I7 � ! 7 DUE DATE NOT APPLICABLE p REVIEWERS INITIAL DATE 9 -x '17 NO FURTHER REVIEW REQUIRED El DUE DATE APPROVED p APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F C. SAVORY SELECT CORRECTION DETERMINATION: Pesti:it COr nkOY CaopJ PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0300 DATE 9/10/97 FIRE PREVENTION ❑ STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE J COMMENTS APPROVALS OR CORRECTIONS: (ten days) DATE DATE 1L 1 rt.RMIT OORDINATOR . DUE DATE 9/11/97 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) 1 DUE DATE 9/25/97 APPROVED ( I APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. 1 MiaL *N'y.�tN':lea;xyilS.pt'i9. I REVIEWERS INITIAL ACTIVITY NUMBER D97 -0300 PROJECT NAME SAVORY SELECT CORRECTION DETERMINATION: C:ROUTE -F DATE PLAN REVIEW / ROUTING SLIP REVIEWERS INITIAL DATE DATE 9/10/97 DEPARTMENT: BUILDING DIVISION 1 FIRE PREVENTION El PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR 0 1 DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE 9/11/97 COMPLETE NOT COMPLETE NOT APPLICABLE COMMENTS bane-10r- *-- c P `? TUES/THURS ROUTING: PLEASE ROUT NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE /77 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/25/97' APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) DUE DATE APPROVED 17 APPROVED W/ CONDITIONS L NOT APPROVED (attach comments) 0 (Cenificadoa of occupancy required. ) I ; 1AY'?ii!.:4LYrFSS"JGMC:4:niiJ4: 614c 44^ Y:: YSNYA vAFr9a'Fur..X'S7AWrim114sxm evaimmYfI FTM9 i k�l4I!CYI:' PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0300 PROJECT NAME SAVORY SELECT REVIEWERS INITIAL DATE DATE 9/10/97 '1 WNW.. DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION ■ PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR Q I 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS POI P (• c(s t 1► nti (u 1 -0-4 -L ay. by cto . nas' 64te 1, e3-R -r ft- , C.o r►N- 41.cros 1 r' rtL.ut 1Av 4ett- 5 t± al e,cp resso `h t,u,trt.r,►t. TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF fl (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 9/11/97 NOT APPLICABLE El APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS REVIEWERS INITIAL. CORRECTION DETERMINATION: APPROVED 17 APPROVED WI CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE 9/25/97 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) U (Certification of occupancy required. ) YYidgai::,ia4,w"A "Mai /.16.. fGi X3R Y k4 i24'c. ACTIVITY NUMBER D97 -0300 PROJECT NAME SAVORY SELECT DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE F - NOT COMPLETE E COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F L ivq $199H}IVft.RR',N PLAN REVIEW / ROUTING SLIP DATE 9/10/97 FIRE PREVENTION � PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR ❑ 4 DATE a l l 1/7 DATE DATE DUEDATE 9/11/97 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF [J (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 9/25/97' APPROVED F APPROVED WI CONDITIONS C NOT APPROVED (attach comments) El DUE DATE APPROVED El APPROVED WI CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) *U AW0 •xnwd.wnw.ote.::vnm.ra•34 101 +w COMPLETE n COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F mvslga PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0300 PROJECT NAME SAVORY SELECT DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION E PLANNING DIVISION 0 PUBLIC WORKS ■ STRUCTURAL 0 PERMIT COORDINATOR 0 1 4 DETERMINATION OF COMPLETENESS: (T,Th) TUES /TUURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 9 1 0 7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/25/97' APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) U CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS NOT COMPLETE E NOT APPLICABLE Ej DATE DATE DATE 9/10/97 DUEDATE 9/11/97 DUE DATE NOT APPROVED (attach comments) 0 (Certilcadoa of occupancy required. ) rs shmen C,brt ;ck~ , Pe 55n ; 2. mara i Agx2. �1otv►e Phone, 5a0 - 9 ICc Wock Phone, a55 qo' 19 RECEIVED CITY OF TUKWILA SEP 1 01997 PERMIT CENTER Espresso, • Capuccino Flavored Latta An Iced Latta t . :Mocha Italian Sodas * Additional shots FLAVORS: Vanilla • : ALmond Hazlenut Raspberry . Strawberry Caramel: Coconut Irish Cream Orange 'oz. • 12 oz:', 16 'SHORT TALL GRANDE $1.00 $1.25 $1.25 1.30 $1.75 . • $1.50 • $1.75 $1.30 $1.73 $2:00 $1.25 :: $1.30 $1.75 $2.00 $1 .52.00 of espresso or f1vorig .25 extra. SPECLALT? DRINKS City of Tukwila Department of Public Works TO: FROM Permit Center Public Works Engineering DATE: Q October V 1997 SUBJECT: Savory Select 17601 Southcenter Parkway Permit No.: D97 -0300 Contact Person: Fred Webster Phone: (206) 721 -5461 NOTIFICATION OF UTILITY P RMIT ACTION Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER 1997: 17 PERMIT FEE JJS /sal 1" Permanent Water Meter Sanitary Side Sewer CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) $325.00 $20.00 TOTAL: $345.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 Oct -17 -97 12:49P Mehrdc Michael Safa 8 PARKING STALLS TO K ELIMINATE 21' - 6' TRAVEL LANE EXTG, 10' UTILITY ESMT. EXTG, 15' UTILITY ESMT. l exPines �1�� / yam_ 36' 36' 21' 425 130469 Recei ac r 7 7 1997 PUB `V W R Ks INSTALL 1 BOLLARD Q THIS CORNER (SEE ATTACHMENT) I 17' ' WATER SERVICE 29' -10' STORM CB Vie SEWER CONNECTION a MIN 2.0X .INV.= 18,15 t (GSCLGS DATUM) (o w/ j CLEAN OUT CITY OF TUKWILA STANDARD 1' WATER METER BOX (IN PLANTER) CITY OF TUKWILA DWG, WS -12 0 M 4 0 1 CLASS 150 10' CAST IRON WATER MAIL N' 1' DOMESTIC WATER SERVICE TAP 2' ITY OF TUKWILA DWG, WS -16 6' SIDEWALK SAVc'R .5pRESSo Scvs %Cr.■%1TeR PKWY / "TUKWILA , w 1► P.02 EXIST, Cl SOUTHCENTER F tNxa�`•: Civa+ u,. 40 aGiVir."11 4Fh'49aKAIMISAV: )mtifiea.7kNYt0iWaaktstX .rmimne.....nuutrwrpar'i.0 w..!►r.wranw ' .. ,..: .: enexefranefwstMsowanelwactwrinkedOwttoorech.N CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: q -au '91 PLAN CHECK/PERMIT NUMBER: PROJECT NAME: ` UU3R1 (c / 7 (QO L+ )ge. r �� r CONTACT PERSON: 'f I `ed PHONE: 12 - �`'l ( / REVISION SUMMARY: 5 houJ ed I C€ V11 ck 1-k- or s p lan SHEET NUMBER(S) CITY OF TU "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg: Planning • Fire • SEP 2 4.1997 PERMIT CENTER Public. Works 3/19/96 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 . 2 4' ..- Dental units or lavatory 1 1 Cg rall rim IF;IE1111Eall grAir'orm ::allilrall tiM= d, Dishwasher 4 2 Drinking fountain (each head) 1 1 3 Hose bibb or sill cock 5 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 40 4 d Sink, kitchen 4 2 et I • Sink, other 41 ?A /PRerii - W 4 - 2 Ci�C' r�r� r'C, / MO / Sink wash, circle spray 4 4 wm EMI Urinal, flush tank 3 3 Urinal, pedestal • 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 Water closet, flush valve 10 6 q; . • ?::,. psi+ fli; fdsd' Z2^ i�^; � 2t;; F ;., ms+.v4ca fr ;Gt.a n�: nYrsrr. Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount.. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) KING f.GUNT1' Owners Name L jz (Lost, _e rA EI r �u �e _'F �1LL (aII►p1 ° 1 , Property Legal Address: Subtji ision Name Lot # aireaa,bd .# .4s230V- 9087 -DS 7g-238n-7°68 - 7 Property Street I VIT•Z OLtL IV1A Address ? ro cLL t= 01 if City, State, Zip TT,Gl_ &LL_,..._14A '8a gK — Owner's Phone Number J020.6) ZSS" - q_f:g Owner's Mailing Address: (if different from above) 'Xi cs / /Si 6e 1 10nr`r i _. —q 2/9 5-1 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units /0 Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 / %o RCE For King County'us 'Account ft' 1 '4 Y•1'w%t Monthly Rate SIx Month' Due 1058 (nov. 11/96) White — King County sye, nrv+• r.+ Me.:. �>. ii;! 91 .';y�train��S,N^K•dY✓rt�:^V!+.M Estimated Wastewater Discharge: 1.GV5 7 AJ 5O' Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 4 . 4 :n' ► -7 _03.0 14-(1 Property Tax ID # Building Name (if applicable) I 424 Pf Party to be Billed (it different from owner) A/L,A. Party's Mailing Address: (if different from property address) t571l9 or Property Contact Phone # ( ) City or Sewer District '!!/1��✓R 14 Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: RCE C. Total Residential Customer Equivalents: (add A & B) A B RCE I certify that the information given that the capacity charge levied information and any deviation will corrected data for determination charge. Signature of Owner/ Representative �L Print Name of 1JOner/ — 1 / 7 resentative f• tZ-�7 ..-.� r- - i1 e Z-2 Yellow — Local Sewer Agency Pink = Sewe� •' 'Gr is correct. I understand will be based on this require resubmission of of a revised capacity • . r44 -zgA Department o f Public Works NOTIFICATION OF UTILITY PERMIT ACTION P ermit Center ROM Public Works Engineering S ATE July 8, 1998 LJBJECT: Savory Select Sanitary Side Sewer and Water Connection (Revision Dated 7-7-98) Permit Number: D97 -0300 Revision No. 1 Approval approval has been entered into Sierra. CF:. Development File PW Utilities Inspector Applicant he above revision received by Public Works on 7-8-98 has been reviewed and approved: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Far (206) 4313665 a:x�s.rau!S.v: us...�- w <�n+ua:� a�. rs: �txroe» 48ru .ir•rvr�ssN'��nx::snsrataosa,: DATE: 7-?-9 REVISION SUMMARY: Cl G „ Bldg; Planning CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 !re ? w co.,..xx. l/ /cie MIKE g -A/ Ch�2 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: 0 q 7 0 3° 0 PROJECT NAME: S� tea. Se /e c T PROJECT ADDRESS: / 7 , / s Soc. +hc CONTACT PERSON: A' � (- n1 pn5Z, P. a, PHONE: (204 ) 721-1\ (off /6 CG, A v' d mac, llT +n K c .{u T U'r< V'J I LA PUBLIC WORKS SHEET NUMBER(S) "Cloud” or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Public Works . 3/19/96 EXIST. DOUBLE DETECTIVE CHECK VALVE STORM CB 5 PARKING ST TO BE REMOVED 21' -6' TRAVEL LANE AND RESTORE EXISTING ASHPALT $V jj 17' �S1� IF cPER CITY IF TUKWILA) INSTALL W.M. BOX PLANTER CONCRETE SIDEWALK These play rA,awe been reviewed -O th. Pubiic Works D -'ment for conformr.nca with current City st Acceptance iz errors of - ::ity ane :- •. which do net .:.:.rds or ordinance. for t:._ :.quacy of the design • the decion:r. Additions, deletie : r. • : . to these drawings after this date wi(i acceptance and will require a resuari: : :Lu■ of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the i -, bhc Works utilities inspector. Date: I p . , = LEVITZ PARKING LOT CURB AND GUTTER SOUTHCENTER PARKWAY 15 LESS TI/MV 2% IF SwF*" IS 2 % om. f:IVISI0NNO1 iRGrOTGR CURB AND GUTTER 43' 15' UTILITY EASEMENT rIREGEIVED a:9998 Ft IG W &S NOTE' — ALL. PROPOSED WORK WILL BE WITHIN THE EXISTING UTILITY EASEMENT PER CITY OF TUKWILA. — CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH CITY OF TUKWILA FOR ALL INSPECTIONS. — PROPOSED WATER METER BY CITY OF TUKWILA. — MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SERVICES. SCALE' 1' =20' 4' CURB SIDEWALK D47 0300 DIGImNZA m.MPOI P. • It . 7 - 7 - !{ SAVORY SELECT ESPRESSO scuThITER PKWY, TUKWILA. WA MESA ENGINEERING, INC. CIVIL / STRUCTURAL ENGINEERS 7911 1011TH AVE. I . S7E. - 7ELLEVUL VA IMO* GIEVISECD SITE PUPS y -- 1' SERVICE (COPPER) _. MI roc ' SERVICE :m �� ° t I' � F.H. it 3NI12131VA 3I1B, . SAW CUT I a I- X m EXIST. DOUBLE DETECTIVE CHECK VALVE STORM CB 5 PARKING ST TO BE REMOVED 21' -6' TRAVEL LANE AND RESTORE EXISTING ASHPALT $V jj 17' �S1� IF cPER CITY IF TUKWILA) INSTALL W.M. BOX PLANTER CONCRETE SIDEWALK These play rA,awe been reviewed -O th. Pubiic Works D -'ment for conformr.nca with current City st Acceptance iz errors of - ::ity ane :- •. which do net .:.:.rds or ordinance. for t:._ :.quacy of the design • the decion:r. Additions, deletie : r. • : . to these drawings after this date wi(i acceptance and will require a resuari: : :Lu■ of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the i -, bhc Works utilities inspector. Date: I p . , = LEVITZ PARKING LOT CURB AND GUTTER SOUTHCENTER PARKWAY 15 LESS TI/MV 2% IF SwF*" IS 2 % om. f:IVISI0NNO1 iRGrOTGR CURB AND GUTTER 43' 15' UTILITY EASEMENT rIREGEIVED a:9998 Ft IG W &S NOTE' — ALL. PROPOSED WORK WILL BE WITHIN THE EXISTING UTILITY EASEMENT PER CITY OF TUKWILA. — CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH CITY OF TUKWILA FOR ALL INSPECTIONS. — PROPOSED WATER METER BY CITY OF TUKWILA. — MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SERVICES. SCALE' 1' =20' 4' CURB SIDEWALK D47 0300 DIGImNZA m.MPOI P. • It . 7 - 7 - !{ SAVORY SELECT ESPRESSO scuThITER PKWY, TUKWILA. WA MESA ENGINEERING, INC. CIVIL / STRUCTURAL ENGINEERS 7911 1011TH AVE. I . S7E. - 7ELLEVUL VA IMO* GIEVISECD SITE PUPS REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY BM EX ;REGISTRATION NUMBER CCBMEX.RMTRUI +053D2 03/22/1999 EFFECTIVE DATE 03/22/1995 R. & M TRUCKING INC :4611 S MORGAN ST SEATTLE WA 98118 c" ,( REt3 1STR + ^. : : ■ i EXPI(iAT1011DA ?E;:t • 1t` 1i '::-1,-1''.1:4: LM I'3 k 7�. g � + P � ). "�'• :', ;i':i1.. � LY ,�. r'( C7Y" .. �} • 'R' .r �,.,; 4.1.-.1 'r rµ R AND INDUSTRIES r A\ Dad -03o0 in r r r APPROVED SUBJECT TO ORDINANCE APR 3 0 1997 KING CO. t .�. Man ch r :land that fl and ,rors on,s n U41 authorize In • aclo . d c nn G n e ,� `•-caPSed co os aPV'ove 1R,ans �tr actur s L � SAVOR SELECT ESPRESSO RECEIVED CITY OF TUKWILA 1097 PERMIT CENTER TITLE SHEET DT)-0300 ' hi O?;OO PROPOSED BUILDING EXIST, MANHOLE EXIST. FURNITURE STORE NOTES: 1 CONNECT ALL UTILITIES PER CITY OF TUKWILA CALL CITY OF TUKWILA BEFORE ANY DIGGING - CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES W/ THE CITY OF TUKWILA. COORDINATE PARKING STRIPING W/ LEVITZ FURNITURE EXIST. CONC. CURB '4‘ SAVOR SELECT ESPRESSO 2' -0" 5' -0" 5 -0" R.0 6' -0" I I FEF! I I ELECTRICAL PANEL i i0 , w - -� *511 . tt.. / WRA 8i % 'M �ij! j�� ��.1 ���� fjj W!J !W !W! e- �/ 111 REF - i ,..._o. "� IA C) l I 4 F O 1 0 SA I _ . • 1 1 1 1 I I o I I I I ®I "I~ I I I I I I I I I I J - r L , ii i r ' WALL SINK BY OWNER) ELECTRIC WATER HEATER (BY OWNER) O : CV 3' - 0 "X6' -8 L i ?E : :i • : ii -��■� 1 pi I V J = LL � i I 1 I O i 8 ir- - fi�i�i�i�i�i�!i4�i�i�i�I - att�i�i�0i� . : 1 iii Wit I i i AI' i NM itiffeta 4 FINIStI � � /FAINT) ..- 0,16p VINYL v 2'-0" 5'-0" x ",`6 Mora i�l uND : W�'(E� � J 5' 0' •.0) tt. aaa 1 6 _ 4, 4'- \--- 18' -11" ELECTRICAL POWER METER ICE MAKER 6" X 12" DUMP BOX GRINDER I1P FSPRFCcIL MACHINE UNDER COUNTER REF. SYRUPS — 5 1/ 5 1/ P ODE CRAWL SPACE VENTILATION PER UBC 2516(C) (2)4 "X8" SCREENED CRAWL SPACE VENTS (TYP) r L 18' -;1" HD FLOOR PLAN r _ CONC. FOOTING q1_7 0300 FLOOR FRAMING PLAN 11 .006 VAPOR bARRIER LAP JOINTS 12" MIN. 5 1/2" 5 1/2” COMPARTEMENT SINK (BY OWNER) ; ny2 NEAT NIGH `• N UARI7z/\14 ND TOILET (BY OWNER) W INDOW TO 4ID WAE'L G, 5 2X12 I "1 5" METAL GUTTER 2X4'S CO 16" O.0 LINE OF WALL BELOW PITCHED WOOD ROOF TRUSS CO 24" O.0 REINF. B CONC. WALL & FRAMING PER UBC DIV. 19 MIN. COMPRESSIVE STRENGTH OF CONCRETE PER UBC TABLE NO.R -302.2 2X12 TREADS W/ CLOSED RISERS 6X6 TREATED POST \ 12X12 CONC FOOTING r I i I I - - I H I I I I I I . I I -I ROOF FP WING PLAN 1 /2 11 = 11 i I � � I ' I i I I I STRUCTURAL NOTES Si. - PROVIDE FIRE BLOCKING BETWEEN STUDS S2. DOUBLE TJI'S W NON BEARING WALLS RUNNING PARALLEL TO THE TJI'S (TYP) S3. ALL METAL JOIST HANGERS SHALL BE SIMPSON STRONG -TIE U- SERIES METAL JOIST HANGERS OR EQUAL S4. ALL HEADERS SHALL BE 4X10 DOUG FIR UNLESS AS OTHERWISE NOTED S5. ALL WALL /TRUSS TIES AND HOLD DOWNS SHALL BE SIMPSON STRONG TIES. E%PHIE4 06-24-97 SAVOR SELECT ESPRESSO RECE TUK'n'I� �ITJ OF PERMIT CENTER FLOOR PLAN/ FRAMING PLANS A -1 SHEET NO O O I I I I FEF! I I 1 I r l — _�--- -- 1 i `f—' ,..._o. "� l I `—' -- i I , 1 ,- . • 1 1 1 1 I I o I I I I ®I "I~ I I I I I I I I I I I I I I I i I -, L i I� I l I I 1 I _ I_ r I 1 I O ELECTRICAL POWER METER ICE MAKER 6" X 12" DUMP BOX GRINDER I1P FSPRFCcIL MACHINE UNDER COUNTER REF. SYRUPS — 5 1/ 5 1/ P ODE CRAWL SPACE VENTILATION PER UBC 2516(C) (2)4 "X8" SCREENED CRAWL SPACE VENTS (TYP) r L 18' -;1" HD FLOOR PLAN r _ CONC. FOOTING q1_7 0300 FLOOR FRAMING PLAN 11 .006 VAPOR bARRIER LAP JOINTS 12" MIN. 5 1/2" 5 1/2” COMPARTEMENT SINK (BY OWNER) ; ny2 NEAT NIGH `• N UARI7z/\14 ND TOILET (BY OWNER) W INDOW TO 4ID WAE'L G, 5 2X12 I "1 5" METAL GUTTER 2X4'S CO 16" O.0 LINE OF WALL BELOW PITCHED WOOD ROOF TRUSS CO 24" O.0 REINF. B CONC. WALL & FRAMING PER UBC DIV. 19 MIN. COMPRESSIVE STRENGTH OF CONCRETE PER UBC TABLE NO.R -302.2 2X12 TREADS W/ CLOSED RISERS 6X6 TREATED POST \ 12X12 CONC FOOTING r I i I I - - I H I I I I I I . I I -I ROOF FP WING PLAN 1 /2 11 = 11 i I � � I ' I i I I I STRUCTURAL NOTES Si. - PROVIDE FIRE BLOCKING BETWEEN STUDS S2. DOUBLE TJI'S W NON BEARING WALLS RUNNING PARALLEL TO THE TJI'S (TYP) S3. ALL METAL JOIST HANGERS SHALL BE SIMPSON STRONG -TIE U- SERIES METAL JOIST HANGERS OR EQUAL S4. ALL HEADERS SHALL BE 4X10 DOUG FIR UNLESS AS OTHERWISE NOTED S5. ALL WALL /TRUSS TIES AND HOLD DOWNS SHALL BE SIMPSON STRONG TIES. E%PHIE4 06-24-97 SAVOR SELECT ESPRESSO RECE TUK'n'I� �ITJ OF PERMIT CENTER FLOOR PLAN/ FRAMING PLANS A -1 SHEET NO ENAYAT • SCIINEIDER • SHARPIES ENGINEERING, INC. 5440 S.W. Westgate Drive, Suite 130 Portland Oregon 97221 Phone: (.502) 291•1686 Fax 502/ 291 t7 1C�fJ l -!tG ca=s 114 urn F JL. Ex?IPE! 05-24-97 -1 51 1- . _ . 35 - .10 YS= '1a.:..1-1 i E ' -t 9 F S�I IG lop2 v ar t3JtLb 11-1'- q1 PROJECT PROJECT # DATE r :-:X)!- - - 5F = ENAYAT • SCHNEIDE-R • SHARPIES ENGINEERING, INC. 5440 S.W Westgate Drive. Suite 130 Portland, Oregon 97221 Phone. (503)'_91 -1656 Fax. (503) 291 -1657 PROJECT PROJECT. DATE (I5.0(2o): 310 s.F, t4e�3 -IH7 -. (SID)( ZL Fs.) - - _ rL27L- ASP- ( II)( PI) = ?�s•F- W CI(kft- (vJ9)(I r Esc) _ _ WD'v lh'.IL I i CI'o r) 1:( ;)01r; -0 I*1i _ G ✓ JC �� (F - - - 1 LC�9 AI l-ao_7r i pGAI� 11T J�✓ AJ '. Oak c. al i7/ ✓�� i mil/ ,o cat, I.E.S 7,147 NID= 1177 By SHEET Ry SHEE - C ENAYAT • SCHNEIDER • SFIARPLES ENGINEERING, INC. 5130 S.W. Westgate Drive. Suite 130 Poniard, Oro, 97221 Phone. (501) 291 -7686 Fax: (503) 291 -1687 l4IN WISA -TSIS Ge : , ? f : ) ( 9 - 1:4% 1423 I ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291 -1686 Fax (503) 291 -1687 MULTI -STORY SEISMIC FORCE DISTRIBUTION ESPRESSO SHOP SEISMIC LOAND 1914 DSC SEISMIC FACTOR CALCULASi0d 1: Zone Factor • 0.30 Importance Factor - 1.00 5: Site Response = 1.2 En Height to Top Level 9.3 Ct: Coefficient = 0.020 PROJECT PROJECT ft DATE Date: 02/19/97 Final S=_ismic Factor =0 I C / Rw = 0.1375 Building Period c 0.7 :> No *Ft` top force TABLE OF SEISMIC FORCES 9 BUILDING LEVEL Based On: Fx : (V-Ft; Wx Ex / (Sum(i =i ->n) WiHi 1 Weight Height Lateral Story Level Wi Ei Wi J Hi Ft Fr Force Shear L (k]_ iftl ik- fti - Jk) Rw Coefficient Building Period 7: Coefficient , .aED _ -rr By -_ sHEEC z 12.9 5.73 116 .0.000 2.40 2.40 1.2 1.50 17 0.22 0.22 2.40 19.79 , 4.411 c'... 1983-96 ESE0CALC Page: (0 Story Moment (41 lkl (k -ftl 6.0 0.112 2.7:. Sum W118.07 k SUE 4181 = 127 k •ft Base Shear = 2.62 k Base Mom = 23.72 k -ft DIAPHRAGM FORCE DISTTRIBUTION TABLE Based or: Fox = WUx • Sum(14x - >n1 Fl Snmil =x ->rl c; level Weight Lateral In Su Max Diaphragm dos Fi A•1 .75.1k;x fox 11.9 Zahn 12 2.67 2.40 k 7.2 ..._ 1 19 ..62 6.99 k Enayat Schneider Sharples:345141er, SW4602521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291 -1686 Fax (503) 291 -1687 MULTI -STORY WIND FORCE DISTRIBUTION 21551121 SHOF - WIND LOAD ';a+4,„ =xpcsure for , 3 397,,04- W FORCE CALCULATION 2 Wind 2.e..,ation ftes16.40 psf im Factor 1.30 Basic Wind e ghted P = 1.00 Parapet Height - - - - - - -- ?ABLE OF WINO FORCES B BUILDING LE9it W idth a Design Lateral Story Story Width Pressure Force o Shear Moment 1 ie Cq (?s:1 ik! k! Ikl I 15.00 0.620 1.30 13.22 1.7 :,. 1 1:83 -96 5 EEG._: ig&S ENAYAT • SCHNEIDER • SHARPIES ENGINEERING, INC. 5940 S.W: Westnc Drive. Suite 130 Portland. Oregon 97221 PROJECT Phone: 0031291 -1686 Eas :1503) 291 -1687 PROJECT# 5P YIG Ii�J V■AU 71041 Q Date: 02/19/97 Total Rase Shear = 1.73 k EASE Moment = 16.83 k DATE wAw� 4 (l,0o): 3 Wl 4y , 9 2 Io _ 13g ""/F-4- .*4.*451 l 19 (1s 1E - /r- .).O1l = (( i ) _ 450 `N d (f5 53 Z) ° Iq `e /P.} 7%i m.7 It ALL.. ©t, (9 . '\1 (''05)(2) ). I ✓o ry,5 ml=. tcc h)( V IN 3.` /p„4- Page_ 3 80.0 mp zcD ft h By SHEET �- BD O.mp3' 200 ft ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291 -1686 Fax (503) 291 -1687. MULTI -STORY WIND FORCE DISTRIBUTION ESPRESSO SHOP WIND LOAD 68c1 ble °i 1994 540 WIND FORCE 040011ATI04 Exposure for Calc of Ce: Enter 2-3 3 ->'C , a ->'0' 2. Cq: Press Cuff. - 1.30 Basic Wind Speed Qs: Wind Stagnation fresk6.40 pst Importance Factor = 1.00 Parapet. Height TABLE OF WINO FORGES 9 91011ING LEVEL Level Exposed Design Lateral Story Story LEVEL Height Width Pressure Force Shear Moment (ft (ft) Ce Cq (Pail (4) (k) (6) 19.71 11.00 0.620 1.30 13.22 1.01 T4.411 tI 1901-36 7'.3P1527 00 2J 1997 8U1�DING OIV5S2Q Total ease Shear = 1.00k Basi. Moment = 9.75 k ,ayat Schneider Sha0ples :Engineer, 840602550, ESS Engineering, Inc. 5440 S.W. Westgate Drive, site 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL A Date: 0279497 Page: LATERAL LOADS VERTICAL LOADS -- .• - ----- 4: Lateral Shear . 120.0 olf ' Wall L11 • -- - DESIGN DATA - ' • . 659ARY Plywood Grade is StructUrel i Regnired sail Size G = ' It n .d ' t, 21 =: ' 110 fu Elviicod on One Side Only USE Nal: SIZE :', d Req'd Field Spacing :.I0 in Sheathing Thickness = 0.500 in Shear Wall Capacity = 510.0 1:! x 1 Sides . 340.0 plf Stud Spacing = 16.3 in Actual Total Isar = 1491.3 9 Required - 137.4 elf least Dim. 6', End Post 3.51:in 15191 1156: Moments about lower, ..Left.. ..6ig12.. seismic Factor for Wel it135 Overturning Moment cc Well 13691.6 ft-9 1 13691.6 ft-9 Samna: Sill Thitk. . 2.0: in Resisting Moment From Vert. Loads = 7543.4 ft-0 7543.4 ft-4 Well Length = 10.S: fh Uplift n End w o Di_ reductions = 563.5 4 163.5 4 9,1 Height . 1.77 Sill Attachment USE 12 in 811611 611I g 48.00 in oic Eel. Weight = 13.0C 2-2f USE 5:6 in Anchor Bolt f 48.00 in eft EyWidth Sat, ' 6.P9 Use 314 in Anchor Bolt 6 48.00 in o/c Footing Design. .. Peinf. Area g Left I ], nee:f f a '• 0 % Rein:. Area n Right TOOTING DESI.IN A ANALYSIS --- ------ Footlng Size... lett of Wall : 1.11 ft Conc,efe Weig1t 146 off 4/all Length = 10.31 ft Reber Cover 3.G it Sight of Well = 1.50 ft f'c 3000 psi Overall Ft2 Length s 13.91 ft Fy 60000 psi Min. As 9 0.0012 Footing Width = 1.13 ft Total Vert Loads 4065.4 4 Ii 86 12.5. in Kern Distanzo 2.32 ft Leteral Load Applied Touatd ----- f,. - left - Soo. of resultant footing = "3.74 ft S 111 6111111 g LEFT Side 11 1111. '19 II 8111 SoH Presure g EGET Side of Fontana G.00 psf Mn g Leff Face Of Wall - Me e Right Face Of Wall 6,1.65 n 1 d: from Left Face Of Well .1.15 6 'd from Right Face Of Wall Allowable Shear 1.37 psi C.41 es: 1.37 es= 109.4 psi 109.59 psi Overturning Moment 15166.68 ft-4 15160.96 ft-4 P.:sting Holzer, 29:04.76 ft-4 23274.76 ft-4 PCTOR OF SAFETY :•136 1.85 19.401 ,c4 1982-96 16140910 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 . PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL B (2. Date: 02/19/S7 Page: 4codzinued on nez; pegs_ .1 LATERAL LOAD: 0:8T1CA1 LOADS El Lateral Shear E. 166.0 plf A Wall Length = 463.1 9 - - - -- -- DESIGN DATA SUMMARY • Flywood on ODE Side Only USE 0.1, :n Plywood Appliei To I Side. s Elywood Grade is Structural I Required Nall Size = 3-d Peq'd Wail Spe2 . 1311 Nail Size = 10 d Sheathing Thickness . 0.500 in Shear Wall paci Caty = 340.0 plf x 1 SiI -1 1131 ''' 12." in :vied Spacing . 15.0 it Actual Total Shear = 804.74 Reauired . . . 150.3 plf least Dim. of End Poet 3.50 in 168161 5103 3111111 11011 lower: -Left.. . Eight.. EiSAiC Factor for Wall 81138 Overturning 111I: on Wall 0.30.s It, 4030.9 ft-4 Nominal Sill Thick. . 1.11 11 Resisting gdment From Vert. Loads = 440.3 f1-; 446.3 ft-1 Wail Length . 2.91 ft Uplift g End w, D.L. reductions Si! Height . 4.00 ft Sill Attachment . Use 1:2 in Anchor Boit a 45-00 in o/c 511 60481 . 13.00 est Use 53 in 15111 8111 g 45.00 in o/c Ft/Width Ratio . 2.75 Use 3 4 in AnLhor Bolt g 48.00 in olc Footing Desigo... Rein:. AreE g Left = Relni. Are. i P:ghi = -- -- ----- - FOOTING DESIGN i ANALYSIS - Thotinc It of Wall s 2.10 ft Onncrete Weight 145 pc: Wall Length 2.9: f2 Pete: :over 3.0 in Eight of Wall = 2.90 ft f't 3G00 pal Overall 35 Length = 7.91 ft Fy v 01. fn As 4 Footing Width = 1.33 ft Total Vert leads - 28.1 9 Thickness IT Th. Fein Tilst.anze 1.32 it liteI al Load Applied Iowerd ' 0 ',fa Right -.. :mil Presore g LEFT Side of Foffing t4 2sf OAS est Thz. of resultant 9 footing = :1 Pres. 6 ECHO Side of Ffolond 0.06 bsf 626.34 prf , 6 Right Face Gf Wall = 632.7S ft--; St e Left Face Of Wall = :551.62 ft-4 su .65 g 'd' from left Face 01 Wail 8 from Right Fact 0: Well 111011631 Shear = 2verturning Moment 1asisting Moment. FACTOR OF SAFETY . - 1.51 pal l e 2.07 psi 109.54 psi 119.54 es. 4155.61 ft-4 4555.51 f1-9 7230.0T iz-; 7230.0 33-1 1.59 1.59 (continved on next page....) "1. .401 o 83-96 ENERCAIC 11151 Schneider Sharpies Engineer, 165602521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 Date: 02/1907 Page: PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL A ' continued) SG = 633 nt Yl= 4-, 4 ' , :2, 1363-96 30 04/13 Enavat Sonneidef Sharpies Engineer. 86:602521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN 0033E150 HOP wALL ( continued) 50 1 on 1 Sioe, 10d E 0 in ,lud, 4. 16 in 14.4C, (1J 19613-96 ENACALC s viFsDtQ t1= 166 = 4-44-1 --•,, 302.6 3 '.7 3r , utt 41 6 0_ P■pro Opl,t =, 1,4 = Date: 02/13/97 Page, 2‘ 3,11 2„ S P P1 = o. Enayat Schneider sharpies Engineer, 460602521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (513) 291-1687 PLYWOOD SHEARWALL DESIGN :013 ON LATERAL LOADS VERTICAL LOADS 41 Lateral Shear . 166.0 pif A Wall Length . 430.0 8 DESIGN DATA 858584$ Plywood Is One Side Only US 0.5 in 619051$ Applied To 1 Side/s Plywood Grade is Structural I Required Nail Size . 10 d Req'd Nail Spacing . 6.00 in Mail Size . 10 d Reg'd Field Spacing. 12.00 in Sheathing Thickness= 0.500 in Shear Wall Capacity . 340.0 plf x 1 Sides = 340.0 plf Stud Spacing . 16.0 is Actual Total Shear . 901.5 4 Required = 180.3 pif Least Dim. of End Post 3.50 in UPLIFT CHECK Moments about lower: _Left.. ..Right.. Seismic Farhat for Well Vt138 Overturning Moment on Wall 6926.0 ft-4 6926.0 ft-4 Nominal Sill Thick. . 2.00 in Resisting Moment From Vert. Loads . 1300.0 ft-4 1300.0 ft-I Wall Length = 5.00 ft Uplift A End w/o D.L. reductions . 1125.2 1 1125.2 1 wall Height . 8.00 ft Sill Attachment . Use 1/2 in Anchor Bolt f 48.00 in o'c Wall Weight . 13.00 psf Use 508 in Anchor Bolt g 48.00 in o/c RtiliiSth Ratio = 1.60 Use 3/4 in Anchor Bolt A 48.00 in o/c Footing Design... Rein!. Area p Leit 72 , n2 Shear g Left : OK . U72 inE Shear 9 Right : OK --_, , ----- FOOTING DESICI6E'.5;,iAtglS' R:pht .00Ling :I/E.. leI t cf Wall . 2.50 ft Concrete Weight 145 pcf 'Ail Length 5.08 ft Reber Cover 3.0 in Right of Wali . 2.50 ft f'c 3000 psi Overall Pig Reath . 10.00 ft Sy 60000 psi Mit. As 1 0.0012 E : Ills 1.33 ft 1.1 Vert Loads 12.0 in K Distance 2448.5 4 1.67 ft Lateral Load Applied Toward =/> - 1=eft - ---- Right - Ecc. of resultant g footing CL = -3.213 is 3.20 It Soil Fresure e LEFT Side of Footing 640.65 est 0.00 psf Soil Presure e RIGHT Side of Entail; , 0.00 psi 681.65 psf ME g Left Pots Of Wall Mn e Right F.. Of Wall 1 u/.55 F '5' from Left Face Of Wall vn1.85 4 3 from Rignt Face Of Wall Allowable Sheer. = Overturning Moment 71127.50 00-4 7827.50 ft-9 Resisting Moment 12242.50 ft-4 12242.50 1t-4 FACTOR OF SAFETY 0.56 1.56 v4.401 1c1 1363-96 55ERCALC ESS Engineering, Inc. 5440 S.W. Westgate Drive, Waite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL C • ------- ------ - - LATERAL LOADS . - -• - --------- VERTICAL LOADS 41 Lateral Shear . 04.0 plf r Well Length . 705.0 4 - DESIGN DATA - SUMMARY Plywood on One Side Only UST 0.5 in Plywood App:led To 1 Side/a Plywood grade is Structural I Required Nall Size . 10 d Req'd Nail Spacing = 6.00 in Nail has ' 10 d : Req Field Spacing= 12.00 in Sheathing Phicknesm .• 0.500 in Shear Wall Capacity . 340.0 plf x I Sides . 340.0 plf Stud Spacing .. 16.0 in Actual Total Shear . 635.29 Required . 111.4 pit ==== 55. of End Post 3.50 in UPLIFT CHECK Moments shout lower: ..Left.. ..Right.. SEISEiC Factor rot Well Vt138 Over:et Moment on Wall 7511.0 ft-f 7511.0 ft-4 Nominal 5111 Thick.' 2.00 in Resisting Runt From Vert. Loads = 3564.8 ft-4 3564.8 ft-4 Wall Length . 7.50 ft Uplift 9 End aid D.L. reductions . 526.1 4 526.1 4 WILL Height . 3.75 ft Sill Attachment . Use 1/2 in Anchor Bolt 9 45.00 in olc Wall Weight . 13.06 psf Use 5/6 in Anchor Bolt e 48.00 in ofc Et:Width Ratio = 1.30 Use 3/4 in Fodor Bolt 9 48.00 in o/c Footing Design... Redui. Area g Left = Rein:. Area 9 Right . ____. __ 90072 1 215055 g imaygIg _._______ Footing Si ieft of Wail . 1.00 ft Concrete Weight .11 Lewd 9 , 50 rt Reba, Cover i li Piqht 01 663 '/02 ft it 3000 psi Ov eTE' 1 Etc Length . 9.50 ft Fy 60000 psi Min. As 4 0.0012 footing Wid:n . 1.53 ft T3:ii Vert loads 2782.7 Thickness . 12.0 in Fern Distance 1.58 ft :ateral Load Applied Toward ss9 - left -- Right - 011. of resultant f footing CL -3.00 it 3.00 it Soil Presure A LEFT Side of Footing 796.82 psf 0.00 pst 5Dii ensure 6 RIGET Side of Psi/lag , 0.00 psf 796.82 A Left Face Of Wall to P Right Fahe Of kall @ fr. 1 . 6 ft Face Of Well 6111.85 5 from Right Face Of Well AllowatIe Shear V4.401 (c) 1083-96 ENERCALC 1860.02 ft-4 632.79 ft_g 532.79 ft-4 1880.03 ft-4 6.53 psi 2.07 Osi 109.54 eel 419.82 11-4 101.25 ft-9 0.00 psi 0.00 psi 109(54 psi Date: 02119/97 2.07 psi 6.53 es: 109.54 psi 0.172 Shear f Left : IS 0.172 in2 Shear g Right : 21 S19.82jt-9 0.00 psi 0.00 psi 119.54 psi Overturning Moment . 8346:68 ft-4 8346.68 1t-4 Resisting Moment 13217.83 ft-4 13217.83 ft-i FACTOR OF SAFETY = 1,58 1.58 Enayat Schneider Sharpies' Engine$,,,,111061 SAVOR ' • SELECT ESPRESSO u, Geget a (continued on next page.. Date, 02119/97 Page: (continued 02 out page.... ) Enayat Schneider Sharpies Engineer, K10602521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN V12 LONG) continued) 0.50" Type 1 on 1 Side/s 10d 6.0 in. Studs 16 in 3.5 in Post PIght Uplift = 112 Left UplIft = 525 SP Left = 601 nsf Enayat Schneider Sharpies Engineer. 50602521 74.401 111 1983 ENERCALC oCt 7 3.3 G OPSSSO Y1= 166 0 /ft 2x Sill PL AB I 10 00 W I6* Dote: 02/13/97 A ESS Engineering,.Inc. 5440 S.W. Westgate Drive, sit 130 Port Land, Oregon 97221 Phone (503) 291-1686 F. (503) 291-1687 PLYWOOD SHEARWALL DESIGN V SF.OP ( con ti nu ed) 15.41; an, 1983-95 E5E0AL5 ESPRESSO SHOP Type 1 Sint, 10.1. 0 ln '51ud 1,n .SP PLYWOOD SHEARWALL DESIGN ESS Engineering, Inc. 5440 S.W. Westgate Drive, site 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 L 4-4 4-- +-4 Ind 6.0 In 51u,s , Y 4 14950 6 . 731 T Up1 = left 00, = 136 f 1 Date: 02119597 SIB1M111 1 O0 Date: 52/21571 rei Plot: V4.471 ic) 1983-96 ENERCAIC ',aye: Schneider Sharpies Engineer, 510652521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL 0 LATERAL LOADS :I Lateral Shear . 34.0 elf . Wall length 611.0 4 -• ----- DESIGN DATA Slywood on One Side Only USE' O. Fiyzood Grade is Structural 1 Required Nail Size . aail Size . 10 Sheathing Thickness . 0.500 in Shear Wall Capacity Stud Spacing . 18.0 in Actual Total Shear Least DiA. of End Post 3.50 in UPLIFT' CHECK Seiseic Factor for Wall E138 Overturning Moment on Nouinal Sill Thick. = 2.00 in Resisting Moment Fro. wall Length . 5.50 ft Uplift End •ro D.L. Wall Height = 3.75 ft Sill Attachment Wall Weight . 13.00 psf 07 52509 Ratio . 1.50 Fur,ino Sie 770 05 oi 1.25 fr. Concrete Weigh: ,ere„ r.5 Reuar :over F.gf, if Weil 2, ., S„ Length . 9 .00 ft Ey . 1.33 ft % fo„s 11.5 in Fern Distance. Err. cf. resultabt e „cline 71 . Sull Erasure 8 LEFT Side of Funtraq soil Preeurs 8 RICH, Sid: of Footeing T, 1 Loft 027E Of Wal1 e Rich, Face Of 8:11 .85 e 'd• fro: 1,fr TETE Of tall gb .E.3 a • d• fro. Righ, Pane Of fell 411owahLe Snean = Orenturning Moment FACTOR OF SAFr75 94.471 u1 1953-96 ECESCAL7 Footing Design... Rein:. Aree C Left = 0.172 in: Fein:. Arse C Fight . 5.172 1c2 FT DESIGN i ANALYSIS ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL F F0v.ino Sire... Left at Wall • fall Length 9 of Wall . Overall ftg Length . LATERAL LOADS Ci Lateral Shear 109.0 plf f Wall Length 490.0 fl: Uniform Load . 145.0 plf from 0.00ft to 4.50 ft - DESIGN DATA --- 55559559 Plywood on One Side Only US= 0.5 in Plywood Applied To 1 Side's Plywood Grade is Structural 1 Required Nail Size . 00 59 Req'd Nail Spacing . 6.00 in Nail Size a 10 d Req'd Field Spacing. 12.00 in Sheathing Thickness . 0.500 in Shear Wall Capacity = 340.0 plf I 1 Sides . 340.0 plf Stud Spacing a 16.0 in Actual- Total Shear . 569.2 I Required . 126.5 plf Least Dim. of End Peat 3.50 in UPLIFT CHECK Moments about lower: ..Left.. -Right.. Seismic Factor for Wall 50138 Overturning Moment op Wall 5166.1 ft 5166.1 ft-8 Nominal Sill Thick. . 2.00 in Resisting Moment From Vert. Loads = 2731.2 ft-I 2731.2 ft-5 all Length . 4.50 ft Uplift 5 End w/o D.L. reductions . 541.1 i 541.1 1 Wall Height . 9.75 ft Sill Attachment Use 1/2 in Anchor Bolt f 48.00 in oic Wall Weight = 13.00 psf Use 5/8 in Anchor Bolt a 48.00 in o/c 80/Width Ratio . 2.17 Overturning Moment Resisting Mozent FACTOR OF SAFETY 24.4C1 (c) 1983-96 ENuRCALC Footing Desfen... Reini. Area 5 Left Reinf. Area 9 Right FOOTING DESIGN i ANALYSIS 7.0000 4.50 it .0050 6.50 ft 1 .33 ft 127 in Lateral Load Applied Toward • rr, 2„. of resultant - 8 footing Soli Presure g LEFT Side of Footiaq Soil Fresure E RIGHT Side of footing En 9 Left Face Of Wall En 9 Right Face Of Wall = u5. C •d fro. Left Face Of Wall u85 5 •d' from Fight Face Of Well Allowable Shear . Concrete Weight Reber Cover f'c FE Min. As Total Vert Loads Kern Distance 508.69 f1-4 :52.20 0t-1 5.05 psi 0.05 esi 10754 psi 7233.39 ft 11512.86 ft-t 1.59 505998599 5 in Flpmod Applied To 1 Side/s 10 d Reg'd Nail Spacing , 670 in Req'd Field Spacing. 12.00 in 340.0 plf z 1 Sides . 340.0 plf 724.34 Pepin. = 111.4 elf Mounts about lower, _Left.. ..Right.. Wall 6509.5 ft-. 6509.5 ft-4 Vert. Lads . 2627.6 ft-4 2677.6 ft-e rentiCt1000 - 589.5 5 589.5 t Use 182 in Anchor Bolt g 48.00 in o/c USE 51 le Anchor Bolt e 48.00 in Or 145 pc: 3.0 In 3000 psi 60000 p13', 0.0512 2E59.5 t 1.50 ft Right 0.50 nsf 765.51 pa: 55.69 0.05 per 0 : > 1 72:3.79 1-4 1:517.55 f, 1.59 Date: 02/21/97 Page: 145 pcf 3.0in 3000 psi 60000 psi 0.0012 0160.45 1.08 ft --- Left --- -2-2 Right - -2.32 ft 2.32 ft 1336.75 psf 0.05 psi 0.00 psf 1336.25 psf 42.23 7-5 001.20 101.25 00-e 742.73 015 0.00 psi 0.0D psi 109:54 psi 5735.31 ft-t 2019.05 1.40 20tE: 02/19277 Page: VERTICAL LOADS USE 34 :n Anchor Bolt f 48.00 iv o'c he 59 Left OK „ear a Right OE (continued on neat page. ...) 5naya0 Schneider Sharpies Engineer, K80502521 VERTICAL LOADS Ilse 3/4 in Anchor Bolt f 48.00 in o„ 00: 1;22 Shear bit 0.05 es: 0.00 per 109.54 pc: 573571 ft-4 8019,05 f:-4 1.40 (continued on Sept page....] Enayat Schneider Sharpies Engineer, 560602521 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WAL D ' cont.:ailed) ESPRESSO SHOP WALL F ( continued) IT 50 Ty,. 1 on 1 Sleeis 10d . 6 IT 1,5W.. 16 In plyhzUp1■ tett = 74.471 ,c. 1383-95 ECEP311112 ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN 3.5 In Post 1_,tr 1:55y psi T5.401 (c1 1903-96 ENERCALC 050 1 on I S■dei, Ind Y 6.01n_Studs. 16 in Y1= 94- 4-4 4-4 F, 46In 1 6.50 1.25 1111M - 4-44-4 Date: 02/19/97 E-P .F1Ight y,, 2,511 PT ,1,21n Ai; 461n ' 6 50 Page: :Mayan Schneider Sharpies Engineer, 040602521 Date: 02/21197 Page: SP ..Yn yht = pst /11 csvp19-J 0 • Enayat Schneider Sharpies Engineer, 06502501 -. • Dater 02121/97 E Pager, ' ESS Engineering, Inc. 5440 S.W. Westgate Drive, suite 130 Portland, Oregon 97221 Phone (503) 291-1686 Fax (503) 291-1687 PLYWOOD SHEARWALL DESIGN ESPRESSO SHOP WALL E tl Lateral Shear a 1 1 5 0 7 9 0 . 9 0 41 p WIATICIL LOADS IT 0 ': : ) riall Length . 817.5 1 1x11 is Str uctnray , Required Ilail Site . 10 d Req'd Nall Spacimg F l i eg 4 actn,. Plywood oa One Side Only - DESIGN DATA USE 0.5 in Plywood Applied To 1 Side's SMART • , -,'.. :-:'::.:,, 11: Uniform Load . 143.0 plf fros 0.00 ft to:7.30 ft 12.00'in Ll.,.. . Sheathing Thickness 0.500 in Shear Wall Capacity . 340.0 plf z 1 Sides . - 140.0 'plf , . ...,.. t,"...J7 Stud Spacing . 16.0 in Actual Total Shear . 948.7 A Required. . " '.' ' ,...: ,..42415g8f Least Dim. of End Post 3.50 in UPLIFT CHECK 59 00000S about lover: ..1.eft: . , , . Seismic Factor for Well 4t138 Overturning Moment on wall . 8610.2 00,1 .: . Nominal Sill Thick. . 2.00 in Resisting Mount From Vert. Loads . 7585 7 00-4 25552955 .., all Length . 7.50 ft Uplift f End w/o D.L. reductions . 136.54. , Is6m584 . Wall Height . 9.75 ft Sill Attachment Use 1/2 is Anchor Bolt 1- 907 81t4C Rt/Width Ratio . 1.30 ' Use 5/8 in Anchor Bolt.4" A8.0010fc.- -. „. fall Weight . 13.00 psf , • - Use 3f4 in: Anchor Bolt 0 4 "-• . . Footing Design... Reinf. Area Left 0.172 in2 Shear f' Lett : OK Reinf. Area 59 Right . 0.172 in2 Shear f Right „ FOOTING DESIGN 6 ANALYSIS left of Wall . 2.12 ft Concrete Weight fall Length 7.50 ft Reber Cover Right of Wall . 1.00 ft f'c Overall Ftg 10:1905 . 9.50 Et Fy fin. As Footing Width . 1.33 it 95121 1000 Loads Thickness . 12.0 in Kern Distance Lateral Load Applied Toward arr Ecc, of resultant C. footing CL = Soil Presure 5 LEFT Side of Footiag Soil Fresure RIGHT Side of Footing 21 75 f 7d• from Left Face Of Wall c1.85 1 'd' from Right Face Of Wall • Allowabie Shear = Overturning Moment Resisting Moment FACTOR OF SAFETY 74.421 rcl 1983-96 EN:PCALC ‘? llY‘,1,11t.rk C ',%PRO \ICC) Q.C 2° 1991 -0,450> 851.09 psf 0.05 psf 480.79 ft-i 101.25 ft-8 0.00 psi 0.00 psi 109.54 psi 9558.84 ft-4 18312.20 ft-e 172 145 pcf 3.0 in 3000 psi 60000 psi C.0012 3855.2 1.56 ft ' - Right -- 2.48 ft 0.00 psi 851.09 psf 101.25 1-9 480.79'00-9 0.00 psi 0.00 psi 105.54 psi 9558.84 51.0 18312.20 ft-A 1.92 Concrete/1 Lasonry Option. Wall Heat Capacity (HC) -uthearea weighted Heat capanaly (HC) of the total above grade wag is a minimum of 9.0, the Concrete Masonry Option may be used - - 'For framed walla, assume HG16 unless calculations are provided: for all Assembly Description Assy. Tag HC' Area at HC x Area _ 264 99 1.110 52 52 69 4te. +? IIEIN I 1 a \�� 1 I ' all 06 .sxxxB w.. ..sa4me owls i 1 3s o >20 -30% not allowed 0.65 ^ BL .46 • ,c- \'23 85 1 t2> Electric Rrsist Other Heating D.o36 to '' 4 - i 'as a m .3c Totals Ba 6a •CE 1 i y 10, s t.. le5 39 115 I 'OIST. cram (Ft1 9 LOAD fk400r T .4 r`.w 245 vi -b _a'. 2a5 � - _ wsxua2 oel e.a la iv,r. iwi•t+ea.ta.s 4 2a M' 52 _ 264 99 1.110 52 52 69 4te. +? IIEIN I 1 a \�� 1 I ' all 06 .sxxxB w.. ..sa4me owls i 1 3s o >20 -30% not allowed 0.65 ^ BL .46 • ,c- \'23 85 1 t2> Electric Rrsist Other Heating D.o36 to '' 4 - i 'as a m .3c Totals Ba 6a •CE 1 i y 10, s t.. le5 39 115 I t0 36 0- 61 . 35 ]> 67 i 94 •' 96 'E 10 > t'- I I ' 161 p � " L X w I es 7 1 all I B= 99 2p 32 ,.6 i _ •e l n "- 36 I 27 71 54 24 :0 - a 41 31 Bt 62 46 I 1 2 52 ,0 ',t". ] 'f' . C V S1 22 .. 1_ 24 1 j] 4e 35 NM a 23 I } c i 31 - 56 , 91 r 1 :2 I 26 Vertical GIm , t.st somponenns by assembh'D a pages Proposed SHGC SHGC Area (A) = SHGC x A Target SHGC SHGC Area (A) = SHGC x A Target IJA U -factor x Area a UA wsxua2 oel e.a la iv,r. iwi•t+ea.ta.s .64 52 33 1.110 52 52 Glazing % Electric React. Other Heating 0 -15% 0.40 0.90 >15%-2051, 0.40 0.75 >20,3M not allowed 0.60 >30 %-40% not allowed 0.50 (see Table 13-1 for Corr/Masonry values) ..~~~~.~ Glazing % Elem. Resist Other Heating 0-20% 1.00 1.00 Glazing % Electric React. Other Healing 0-15% 0.80 1.45 >15 % -20% 0.(30 1.40 >20 % -30% not Mewed 1.30 >30 %40% not allowed 125 (see Table 111 for Conc/Masonry values) .sxxxB w.. ..sa4me owls i ° m t >20 -30% not allowed 0.65 Electric Resist Other Heating 0.60 0.60 ~~ >30 -40% not allowed 0.45 Electric Rrsist Other Heating D.o36 x.r. t>,ma1�s,,.,,.,.Fly m: - i 'as a m (see Table 111 for ConvMasonry values) I Totals 1 52 1 33 Totals 1 152 Notes: If glazing area exceeds maximum allowed in Table. Olen calculate adjusted areas an back (over). It CmcraterMasoery Option d used, Target U- factors- SHGC a. Glad. %will be different than shown below. Refer to Table 112 for correct values. Building Component List components by assembly ID 8 page . Plan 10/ Locatlon Proposed UA U -fend x Area = UA Target IJA U -factor x Area a UA ~~^~-~^ Glazing % Electric React. Other Heating 0 -15% 0.40 0.90 >15%-2051, 0.40 0.75 >20,3M not allowed 0.60 >30 %-40% not allowed 0.50 (see Table 13-1 for Corr/Masonry values) ..~~~~.~ Glazing % Electric React. Other Healing 0-15% 0.80 1.45 >15 % -20% 0.(30 1.40 >20 % -30% not Mewed 1.30 >30 %40% not allowed 125 (see Table 111 for Conc/Masonry values) .sxxxB w.. ..sa4me owls i ° m t Electric Resist Other Heating 0.60 0.60 ~~ Electric Rrsist Other Heating D.o36 x.r. t>,ma1�s,,.,,.,.Fly m: - i 'as a m saes te,D.oa1 Electric Resist. Other Heating D.D3a o.oso _.•w�ad4a �a tuasw ,1.11- . Ms meta ,a n also .O. Electric Resist Other Healing Ordinary 0..2 0.14 Metal stud 0.11 0.14 Concrete (interior) 0.19 ' 0.19 Conmete (other) 0.25 • 025 �� 0.1+0 Electric Resist Other Heating 0.06'2 0.14 0.11 0.14 a lvo. .pr no..m.olale.n low ow, oat zm s cross Ekcmc Resist. Other Heaang 0.029 0.056 ffc;„7--- o.x+o Electric Resist Other Heatvlg F. 0.571 F. 0.54 (see Table 111 td radiant floor values, w I es 7 Envelope, UA Calculations Climate Zone 1 ENV -UA 1w. was. Project Addles.. Space Heat Type I Glazing Area 10.9 % Concrete/MasonryOption Yes :4 No Notes: It glazing area exceeds maxmum allowed in Table, then calculate adjusted areas on back lover). !1 Goner...Masonry Option is used, Target U- factors. SHGC arM Glazing % wa be oinerent than crown below. Refer to Table 112 for correct values. E L R A T C N A G O G V L E A R N 1 E N A G SHEET I .\ \l • SCII \ :12 • SII,\RPI.ES ENGINEFRINC INC. 1G 1 2: 11111 cK FOCT'.Ny 2 - * 'T. , r(a` 4 7 oES SEEN Building Component Plan ID/ Proposed UA List components by assembly ID & page e Lomtion U- factor x Area = UA rTh 4 a, e O' %2N 0','i la••=2 :c � t L- E7 iii X Ele-mc Resistance I1 All Other For Building Departmect Use Date 02-05 -1997 Target UA U- factor x Area = UA Glazing Electric Resist. Omer Heating 0 -15% 030 0.90 >15 %20°% 040 C75 >20 % -30% not allowed - o" >30 %40% not allowed 0.5 (see Table 13.1 for Corlc values) Glazng % Electric Rests, Omer Heating 0.15% 0.60 1.45 > 15 %-20% 0.90 1.40 >20,30% not allowed 1.30 >30,40% not allowed 125 Taok 13 -1 Ion Cone'Masonry values, Elecmc Resit 0.r Heating C6C 0.60 Resist_ Omer Heating 0.031 0 M Elecnic Resist Other Heating 0.05 0 950 Elecmc Resist Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Carlcete linterurl 0.19 0.19 Concrete iodic) 0.25 0 25 Electric Resist Other Heating 0.062 014 0.11 0.14 Electric Rearst. Other Heating 0_029 0.056 Elect. Resist. Other Healing F=0.54 F =054 (see Table 111 for radiant floor veld', 0 Envelope Summar Climate Zone 1 ENV -SUM LJ Prescriptive 13 Component Performance (See Decision Flowchart for qualifications) STRUCTIL ENERGY CA L1,1 PT� Iw5 t3 HYAHP : Envelope UA Calculations Climate Zone 1 ENV -UA 193. ws:wpm> I Prof Address Space Heat Type I Glazing Area FNAS•\T • SCHNEIDER • SH- \RPLES ENGINEERING. INC. 5440 Westga:c Drive. Sate 130 Portland. Oregon 9 ^'_7 Phone. 15031291 -1686 Fax (SOi 291-1687 .so l5r y1 •t'y5'•■ 45"9 IC; 2. Concrete /lasonry Option • �I PROIF, PROJECT. Be - -_ DATE, SHEET - -- I to a 1.: 4 1 45 '1"J erc4 TEL z / M.;�H0z- 05s PT 'iv c. ' / - 5221 nuz:en Tor A L [.7" `p C- STdM WALL u y a Q � u�ELS AT g " p..L 1 02 05 1,97 Electric Resistance 89 OOk Far B $ g DePermwra Uaa 10.9 % El Yes El No is ENANAT • E.:CII: \'EIDER • SI'IARPLES ENGINEERING. INC. 5440 S W Westgate Dna e. S1.816 130 Portland, Oregon 97221 \ Phda ,507 :29: 1686 Fax l503) 291 1687 IDd To WL. I G o N PI'L -9 2. 4• 2) P v" Envelope SHGC Calculations Climate Zone 1 ENV -SHGC Overhead Glazing List components by assembly 10 & page Envelope Sutnrnary (back)` Climate Zone 1 ENV -SUM Seas r camcrno Forms Totals PROJECT PROJECT. By DATE SHEET n_ LaJ n1AgtIp t. &)/ ;od u0.11 -H 0 e I2' D.L. ,iMPSON H �.> LtIPS TYP t-RVSS - zX 15! KG Proposed SHGC Target SHGC SHGC Area (A) = SHGC z A SHGC Area (A) = SHGC x A 1 -00 Glazing % Electric Resist. Omer Heating 0-20% 1.00 1.00 , 20-00% no allowed 0.65 >30 -40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) Totals I Total Section 2009 Area weighted HC: divide total of (HC z area) by Total A 'Lir Joist Allowable Uniform Load - Floor Values srikwn are in pounds per lineal foot (PLF) Project Info Prole2Addres5. Compliance Option Space Heat Type Glazing Area Calculation Concrete Masonry Option Dtlxkrrere4usingm anti g eameets al reguvemams for meCpnauJmnryOplbn :See Derision Flowchart for mdibcatbrt. Enter resuwements for each quivilyng essemblyin the ,ebb balay... Envelope Requirements (enter values as appacable) Fully heated /coaled space IAII Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs •On -Grade Radiant Floor Opaque Doors Vertical Glazing Overhead Glazing IVertic0VOvertlead Glazing Notes: Applicant Name: Applicant Address: Applicant Phone: Roofs Over Semi- Heated Spaces 52 Minimum IreuMeon R- values Total Glazing Area (rough.opening) (verb= 6 overhdl divided by Wall Area tirtlifs 100 egU01s'.__: :%dazing Maximum U -lactore Meemum SHGC (or SC) Minimum Insulation R- values - 476 X 100 Wag Desedpbon (including ir,Wabon R -value 6 posilfcm) 10.9% Opaque Concrete/Masonry Wall Hequleontents Insulation on interior • maximum Udactor'is 419" Insulator on exlenor ormtegral • meal.. Wactasb 42S If project qualities for ConcratecMaedry Optkm .1st w2NS with HC 8.5.0 Btwn -F babes (other wab :Must meet Opaque Wall requirements). Use deecnpuore and values from Table 20 -5b in the code Waster. _'N.TLOOR 4" HIGH PLLAM. BACK SPLASH 4" HIGH RUBBER BASE BASE CABINET ----- APE WALL VENT (2.5 SF OF FREE AREA 1/150 PER UBC 1505.3 SIDE WALL VENT (2.5 SF OF FREE AREA ) � 1/150 PER UBC 1505.3 4" DOWN SPOUT - SHELF GWB (PAINT) 4" HIGH PL.LAM. BACK SPLASH �� -- - -- -WALL BRACKET (4' -0" MAX. OC) 4 " HIGH RUBBER BASE BASE CABINET ( SINKS BY OWNER) VE - AL GUTTER 4' DOWN SPOUT VINYL WINDOW 5'- 0 "X4' -0" OPERABLE T -111 SIDING VINYL WINDOW 5'- 0 "X4' -0" OPERABLE T -111 SIDING 1/2" CDX SHEATHIN R -25 BATT. INSUL ▪ .006 V.B L ▪ (TYP) ASPHALT SHINGLES zX6 STUDS @ 16'b.0 w/ R -19 ITT. INISLI L. 11 7/8 TJI'S 16" TREATED PLATE W/ SILL SEAL. TAPE FIN. GRADE TIGHT LINE ROOF DRAIN 6' CONC. FOUNDATION WALL 4" DIA. END. DRAIN L INE FILTER FABRIC WATER PERVIOUS DRAINAGE GRAVEL "X16" CONC. FTG. TYPICAL WALL_ SECTION ASPHALT SHINGLES OVER BUILDING PAPER 3/4" PLYWOOD SHEATHING R -30 BATT INSULATION .006 VAPOR BARRIER ' LAP JOINTS 12" MIN. COMPACTED SUBGRADE 3/4" PLYWOOD T &G 7 /7---- 1st FLOOR ELEVATION 1� SO ON , 1 /2 "X /A.B ® 5-0" O.0 4 S' ®f-_ See' 64VVIANI.V:[� an M-1 EXPIf1E3 06_24.97 2 3 STORM CB ' 4... 'gib 5 PARKING STALLS TO BE REMOVED 1 Z:F 446 EXIST. DOUBLE DETECTIVE CHECK VALVE TAP 1' SERVICE PER CITY OF TUKWILA J 3 1' SERVICE (COPPER) SAW CUT y� b 21' -6' TRAVEL LANE RESTORE EXISTING ASHPALT Th cse pt Ire have b rev b Public Works ! - • lent for conform • Oh current Acceponc_ r nrors no < �f ad - or ordinon fo' ,_:<cy of the der h the L: _ Additions, dcL:._ these ings after this dL � •s acceptance and will require a _f revised dro. ,rings for subsequent a; . Do,c 21' STORM CB i_nce is subject to field inspection by ',jerks utilities inspector. LEVLTZ PARKING LOT t7 ' S]IIE SEVER CONNECTION IF S-a at 6 "-5QN 5W (PER CITY CF TUKWILA) CURB AND GUTTER SS MH 94' SOUTHCENTER PARKWAY E 15 LLE TH -,'J 2% /F .SLOPE /5 2% O2. CURB AND GUTTER 43' NOTE - ALL PROPOSED WORK WILL BE WITHIN THE EXISTING UTILITY EASEMENT PER CITY OF TUKWILA. - CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH CITY OF TUKWILA FOR ALL INSPECTI ❑NS. - PROPOSED WATER METER BY CITY OF TUKWILA. - MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SER\ /ICES, 15' UTILITY EASEMENT APPROX, NORT SCALE' 1' = 20' 4' CURB SIDEWALK OREVLSED) SITE PLAN l EXPIRES ` �t/ 2000 D97 O300 ENNQNEQAREZA 0LLAMP®2, PE DATE , 7 -7-98 SAVORY SELECT ESPRE SOUTHCENTER PKWY, TUKWILA, MESA ENGINEERING, IN CIVIL / STRUCTURAL ENGINEEF 700 108Th AVE ME STE 210 PEO.LES'IIE VA IRA LW B PARKING STALLS TO X ELDQIIA EMIG. 10' UnL. Y EMT. a6' LEVITZ FURNITURE PARKING LOT E1KTG, TRAVEL �. TO REMAIN UlPISTIRBED 17' 3/4' WATER SET$VXCE 1' WATER NETER ROD GPI RAWER) CITY OF TtkWILA DWG, WS -11 6BESTIC WATER SERV= _ TAP 2' CITY OF TUHKWILA MAL WS-16 INSTALL 1 MIAMI P THIS GEE L._ ASPFMLT PAVEMENT er now Cy 12 - - V Darr. I2' AC SANITARY SEFdE3 ! 4° CUle 4' SIDE SEWER CIDOECTION MIN 2.12 torn 13' UTILITY MKT, RAM 161:1 t mows DATUM PLANTER s/ 4' CLEAN OUT CITY OF TIBKWILA STANDARD ' SIDEWALK C L K�J'TTER SD! ITFICENTER PARKWAY CLASS 150 10' CAST IRON WATER MAIN pieMn he been reviewed by the Public rks for conformance w ith current Clt t -- ~ds- Acceptance , , , ct to eOnrs an: which do not authe .- of adc _ or ordinances 7 ty for V he design rasp ,- ith the de igner. Additions, dcletions or re.: IT O to these after this date will void this accept ce and will require a resubmittal of for .,.henuent approval. revised �i a�`Jings -� Firs' - ..,ance is subject to field inspection by the ■ _ l°�orks utilities in pector. Date: 1 �� 13y. L . A is e a IN .L1 43' ENTRANCE TO LEVITZ FURNITURE SCALE' 1'= 20' 4 • MES PLANTER 6' SIDEWALK APPLICANT' mow AHH.JAR 2703 BRONSON WAY P TON, VA 2.76-9044 LOCATION OF ESTABLISHMENT' 17 LEVITZ PKVV TUIKWILA, WA 9 3794 NOTED - ALL WORK SHALL COMPLY YO STANDARD SPECS AND DETAILS OF THE CITY OF 11J WILA AND SHALL BE SUBJECT TO INSPECT= AND APPMVAL BY CITY OF . - PROVIX TEMPORARY ERA I 5IDDENTATEN =TRIM BEViCEE IRIDIUM D BST PROTECT= DURING KIDISTRQCTIDK CLAD AIM GUTTER RECEIVED CITY OF TUKWII.A PE RMI I i:Et, ti, Dcrap-o3m} SAVORY SELECT ESPRESSO SCILITFK ](rU PKWY. TUKWIILA, t MESA ENIMIEFFIING. INC. SITE PLAN VP MS