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HomeMy WebLinkAboutPermit B94-0179 - BLUE STAR MOTEL - 36-UNIT BUILDINGCITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN • ea PERMIT APPLICATION PLAN CHECK NUMBER Pa- 013 9 Li 1111 • APPLICATION .MUST BE FILLED OUT . COMPLETELY. DESCRIPTION BUILDING PERMIT FEE PLAN CHECKFEE . AMOUNT RCPT :# �(91D� fl3 BUILDING SURCHARGE OTHER: .TOTAL SITE ADDRESS SUITE # /11 r/ :. /, (2i11r iii i fc /f ' ; ./ .vg-4 J tvr1, VALUE QF CONSTRUCTION - $ ,`" � .,5 a, ©oo ASSESSOR �ACCOUgNT .4.-e PROJECT NAME/TENANT % TYPE OF co New Building • Addition • Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 f;eroof 0 Remodel (residential) 0 Other DESCRIBE WORK T4O BE DONE: 2,9. - SIp -,G�/'(/ % .149 c /r /•If -'W L?e4,0/1Fr-) M'f.ic.h`Jej 5/Z. ADeg. BUILDING USE (office, warehouse, etc.) r) TE t.• NATURE OF BUSINESS: Mo j /,,,• WILL THERE BE A CHANGE IN USE? ' No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: t:1:3-,,, '',..1.-:;5-- Tenant Space: Area of Construction: 02i 96 3 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? U No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ID' S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER /,0.., t C Ho PHONE 2 r/ --GKIS p ADDRESS T/ /:; 6• P '',; 5, 1'1oTf'1.../ / /tp/Z J? /lc /p7G tjklY;: �(`/a-T7 Iv,A• ZIP g /6g CONTRACTOR d-,,./.54„,124-, 6 4)17,lil' _ n fDiy�: vv7 /, /c PHONE k/4 ZIP (7Bay "� ADDRESS '4/ Zr`-- P/1—( C= G, /-i it1 r ; viT6 ~l f:f L.7 EP.06, te,4 Y'/ WA. ST. CONTRACTOR'S LICENSE # F0c.•t'C...l) / pg /G e EXP. DATE 5.. 2D —cry ARCHITECT ce.0 rr / I (6 /-17: ;<_. PHONE .y.-s- ti sS9 c7 ADDRESS /".(p ,49• 40.'% 5j ..` .- Ur t7� I[O) 5:C: 4-1..r-7.11tC:, N ft. ZIP e.7 a 01/, f HEREBY,.CERTIFYTHAT I HAVE:READ AND EXAMINED THIS APPLICATION AND: KNOW,T BE: :TRUE AND CORRECT, <:ANDI AIWA AUTHORIZEDT .,OAPPLY.'FOR;THIS:P,ERMIT DATE /J v 7 `i BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ref / / PRINT NAM 01,-` t/1'`1.1, ( f /,7 • /,n- PHONE Ves ADDRESS .- / . D s - peA t f (C ff,40 mac,, /Zi /4 CITY/ZIP)-;:51904/14,„ : ,v,4) . CONTACT PERSON : ,,f ; I �':' ! (?/1I /P'/ ed_6.4= ci G p -- e ),0 'PHONE 1 -7V s -e7 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. handouts are available at the Building counter which provide more detailed information on application and plan subrrlittal requirements. • Application and plans must be complete In order to be accepted for plan review. .10 I,oNG IN '6 VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of 1Z 00, Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submi(ting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES a-ten51 on y,5 COMMERCIAL SUBMITTAL CHECKLAST • ::::••• • COMMERCIAL:TENANTIMPROVEMENTS•:•'•::•:::::::":::::::::•::::'''''' • : • . .. . . •Completed building Perielt,aPPliCatleill(Onelfor„iiCh•iiiiiatiire:Oe• : Assessor Account Number • •:••• • •••• . . ee0stNetio..e••piarie';'Wtlich. include Site plan Existing and proposed parking Landscape plan (if applicable1 I a change of Use) • • : . . ••::::. . • • 1•••••:::::•••••:••:••• :•:::••• . . • I. „..................., .„.. [1 Structural calculations stamped by a Washington State licensed ' " •••• • : Soils rePort stamped by a Washington State. licensed • FYITopographical:sUrvey ::. • •• . , • • • • • . • • • • . . „. . • • •: :.• „.• • Energy calculations stamped by a:Washington:State:tic:enSE:0:: engineerer • • • • architect :•: •••• • - • • • • :Legal descnption •: : ::'•. •••• :::• •,• •• • Working drawings stamped by a Washington licensed ,.• 'architect, which include: : . :• :: ::••• '." : • ••• • • ••• ••• •• • ••• • • • .. •• Site plan •••:.:: • •••• ••: ::::„.• V:•-:ArChitectural • : VStnictural drawings ,• , ... '• I Mechanical drawings:::, . ••• „.::: • . . EleVatiOna'•::••• :•••:• :'• :•.:• :::: • : . V Civil drawings / Landscape plan Completed utility permit apptk.ation (one for entire project) . • .. • • •• • „ , •:: . • •:, • ••••:•••••: •:••• . . • . , •• :Six (6) sets of civil drawings OTE ................ permit a t!tie!: and checklist for submittal requirements ; . . ......... . • • • • •••••• • • : • . : Completed building permit application • . . ASeSSOI;::A•CcOunt Nurnber • :••• •::: •::" • . . •••• ,:•• • :•-• :•::: . :Two (2) seta of plans;which iriclude: •••••• : .• ••• • • • •• I ••• LiBuilding floor plan showing • : •-: : • . • ::: Eniire'SpaCe:Where racks Will be located . . •:. ••: „ Dimensions of all aisles • •• • ,•: : • . • :: • • . . :Tenant space floor plan showing rack storege,leyOut:,....aisles:ande:'::•::: NOTE::: include dimensions of iackSYheight, width and length) aisles and exit ways on plan . . [la:Structural calculations :starriped:by,:aWaShingtoif State licensed . -engineer (rack storage:W.:and RESIDENTIAL — . :::•.••• tenant location • •• : • • Use of adjacent (common wall) tenant o • :. •:: •: ::••Overall dimensions f building or square Floor plan of proposed tenant space of 'eiieti':rOOM•japell:. Exit doors egress patterns Now walls, ':•exi sting *all ;-.•Eind wails to be demolished Construction details .. • • " •-• • . :•::•••,,•::••::-• Cross sections •shoWing. wall:censtruCtioe. arid thethed'ef":;•:-•:•"::::::••••••::•: :: attachment for Structural calculations stamped by a WashIngton State licensed engineer may be required if ructu ral work is to be done (2.et)» NOTE If any utility work Is to be done submit separate utility permit application and plans ... . . . . . . . . REROOF •--. .•• Completed building permit application (one for each structure) : • ••: • Assessor. Account Nt°mb�r:. Narrative describing existing roof matenal being removed and material IDe g letter is :ieOuired prior lc:: final Inspection and 'Sign .. . . .. . . . :1 . .... . . . • :• • • : •••••: ••••••••::: .• NEW SINGLE-FAMILY. DWELLINGSIADDITIONS :.• • : • •:• :'••• • •:: :• :•••• ••••••••••••• . . . . Completed building permit application (one.•fer:each:struCtUre)::::::::::::J.,::::::::• •::.."•• • Legal descnpllon • Assessor Account Number . • .•••'::::::-:•:-•••••••: • J.TwO••Sets:(?) of working drawings which include • plan • (on Pian, sbOW .1, Floor plan width anif length of access) :elevations, Building cross section Structural framing plans • . . . . . [---IWashingtort Stetp:F.nergy. Code data Completed utility permit application . . • Slx".:(6)..Spfs•of site plans showing utilities:: • NO TE:.,:pullding site plan and ittility.AlteplanthOy.be:COMbined.;".:Se. utilityPetinitappiicition and checklist foespecific012ipittal.:619direments.1 Additional eop o giaP.•h••.• iC..• S•• I a nd so i. 4.... :• i• ,•f oriOion•May'40:reqiirid if unique ••••• •■■••••■•• . 7 . . , • ; •.; • • ., • . .• . :.....• Completed building • permit application (one for each structure) •''' • • ..:................ • .:AsSeisor,ACCOunt.NUreber. Two (2) sets of working drawings which include Foundation plan Floor plan Roof plan Building elevations (all views) Building cross section • • Structural framing plans tpTE;fj,iyistiuity.work:is. to erid'pllpiis•MOStbe::iubmirted.,••••-••• CITY OF TUKWII Department of C ,, munity Development — Permit Cent rY`i 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER .dzff u— OI �9 PROJECT NAME .,�,, bloQ___.____3oat_d___,__________________ I SUITE NO. ^�. SITE ADDRESS z. { Li 1-Wo c20•C A IC INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. 1bEP,ARTMEt� T BUILDING - initial review • 3ATE::I 5-11-9q DATE.. APPROVE ROUTED FIRE Al PLANNING INIT: -2.A - tts INIT: 1J\ Q UIREMEN`: MEN' CONSULTANT: Date Sent - �'- I D- Gj Lj Date Approved - FIRE PROTECTION: FIRE DEPT. LETTER DATED: /a N/A INSPECTOR: REFERENCE FILE NOS.: tAq, 0Ot51,1 _ Q j, MINIMUM SETBACKS: N- es No E- w- PUBLIC WORKS 0 OTHER 2 -/3 - INIT: J5 UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: INIT: 1 11 ► ►.tI,r 1ryNNI1611MLI BUILDING - final review asQ BUILDING OFFICIAL TYPE OF CONSTRUCTION: INIT: CERT. OF OCCUPANCY? °Yes Q No UBC EDITION (year): INIT: REVIEW COMPLETED AMOUNT OWING: $c)-M3 .03 CONTACTED DATE NOTIFIED BY: (snit) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY:. 01,'08/93 • City of TuI,,.'ila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Appllc', n # ' G7 2 .... Phone: (206) 433-0179 UTILITY PERMIT APPLICATION NFORMATI Site Address: / %/1 c= /f /G., /) GI' • 5 . Name of Project: Ph- (,)'t till'°' frl d 77.52... Property Owner: /Ig--, C HO Street Address: . )'f J ,,e Afivilt , r1 9,9z. Y";1 c_irtc, ,.) w J' S Engineer: w//S °it% AS GaNSu4:T/iv4 Street Address: 2.66124 5,F. Contractor: (-•6t t '- De tic 4,0p,iENT- Street Address: 3/Z 05' ?l / /C, tied f . .Phone No.: Z y 4' . 4.7.50 City /State /Zip: J7415, W ,4 (2 8(6! ` Phone No.: 592 - gcj `l6 City /State/Zip: / AcpL) J4 (.)4 efE027 Phone No.: 4:"4/0*- /BS City /State /Zip: Fa0.4 AL W A' an King Cty Assessor Acct #: p 04/ 04=0 µ p / "l5 Contractor's License #: GP-Lt /65 (. Exp. Date: /r °/ `i ❑ Channelization /Striping /Signing :Curb Cut/Access /Sidewalk ' ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control • ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: litr Sanitary Side Sewer - No.:__� Name: P•ERMtT: RE;Q,UESTE .ATER.;METEI DEPOSIT /:<<; .REFUND /BILLI BILLINGS`: >T.O ❑ Sewer Main Extension Private' ❑ Pubic Storm Drainage ((fie� °Street Use (_jam ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: !� Sizes' Deduct ❑ Water Only ❑ OrWater Meter / Permanent - No • I_ Sizes. ❑ Water Meter / Temporary: - No.: ___ Sizes• Estimated quantity: Schedule. ❑ Other: Phone No.: ❑ Water Street Address: Name: Street Address: ❑ Sewer ❑ Metro City /State /Zip: Phone No.: City /State /Zip: ❑ Standby DESCRIPTION::OF. pROJECT ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: y3 Commercial/Industrial MOMMINNVIMIONV MISCELLANEOUS' • INFORMATJO ❑ Motel ❑ Single - Family Residential ❑ Duplex ❑ Triplex ❑ Apartments ❑ Condominiums ❑ Other: ❑ Office ❑ Retail New Building Square Foot -ge: /a•) El Warehouse ❑ Manufacturing ❑ Remodel/ .2 5 -,Ss^ Addition ❑ Church ❑ School /College /University ❑ Hospital V Other: Imo'\ O'1• Square footage of original building space: Square footage of additional building space: � J Valuation of work to be done: $ Dab ............. . !.KNOW,;THESAMETO. BE;TRUE<AND „CORRECT'.? King County Assessor's valuation of existing structures: $ I: HEREBY ..CERTIFY..TI T I'HAVE <ROEAD,THIS`APPLICATION:' Applicant /Authorized Y fr / ;' Agent Signature: e..; . .-"/ l• P=-'' 'iz 4•r lam-' Contact Person �? (print name): /"C'∎`.•,:/:• , - ('1 ....,. -• ,;.� • . t L,∎ --/ I /' . ff e (Jav tti 5 5 u I71:- E Print Name: C.OGpG n /' 1/J^.vA('n E,vr /ruC Address: . /Za a Date: - 2 -ILL-1y Phone: qVa5 — 6 /88 Phone: Z/fi' -b Date Application Accepted: 5_ l;_ q r t Date Application Expires: t f l_ (j (ii 04/22/92 * * ** ************* h*************** lk** k* * *Ir•k ** *•k ***khh* * * * * * *•A *A••k CITY OF TUKWILA, WA TRANSMIT •*A ** * **k* k***** ** **•*k***** k* *** *•k *'A****** k* *k **** ***h•k **A h * ***k•k TRANSMIT Number: 9400O53 Amount: 1y663.00 05 /1.,1 /9`ishiphe Permit No: B94-0179 Type: B -BUILD BUILDING PERM' T Parcel Na: 004000-0150 Site Address: 144'0 PACIFIC HY S Payment Method:. CHECK Notation: OOLDCO CONSTRUCT Init: 6L13 *A**** h********** k*'A**************** **k*k**J**k *A **A• *fr* *•k ** * **** .:Account Code Description .-4O0/345.830 PLAN CHECK -- NONItES Total (This Payment): Total Fees:r 4,446.03 Total All Payments: 1,663.00 Balance: 2,783.03 Paid 1,663.00 1.,663.00 • GENERA 1663.00 TOTAL 1663.00 CHECK 1663.00 CHANGE 0.00 1846A000 08 :33 zt `MM ru(-w1 6-4,4 bctil -on�g PROJECT # 1' C1 c 0 .J 5 CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) RECEIVED CITY OF TUKWILA MAY 18 1994 PERMIT CENTER 1. Owner Name /Address /Phone: M E'- 141M M Wig° 7i1` S f'Ruez /4 01`1....- 14"- `f2- y-W ( Tut<wtc.. Ai vvA 1 S tCo& Agent or Contact Person /Name /Phone: y /" $ I� A4 C Q'-t) t' .4* -o •iONS- c- l+wV.45./ > bv/Wr wr4 e(SoQ3 Site Address (Attach map an ' ega ' escription showing hydrant Iocation & size of main): / Y Pig -af=t 1-I-1'4 5 . T-04 w /c- ,41 w4 , qg t6S 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision Commercial /Industrial Building Permit ❑ Rezone ❑ Other: 3. Estimated number of service connections and meter sizes) 14- 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: Z 0 © ft. 5. Minimum needs of development for fire flows psi. Source of minimum flow requirement: ❑ Fire Marshal ❑ Insurance Underwriter ❑ Utility gpm-a residual pressure of 20 ❑ Developer's Engineer ❑ Ci Eg Other (M1 Sep - IA* t,5/z pt(t rl 6. Area is served by: K//9-5-� f2. l7 (57g-t -4`"' ' C , 1 4) Go gar (utility) Owner /Agent's Signature /.- ' AN/, . Date: $ 12 — (Reverse side to be completed by water utility and governing jurisdiction) 05/06/94 PART B: (TO BE COMPL;.D BY WATER UTILITY) 1. The proposed project is located within ( (City i aunty) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available, at the site with a flow of / S" 2 ,gpm at 20 psi residual for a duration of Z-- hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. kaocerlsx.o eirr z Z4(-2-1546 7 Agency /Phone By Date PART C: (TO BE COMPLETED BYGOVERNING JURISDICTION) 1. Water Availability - Check one ' ❑ Acceptable service can be provided to this project. ❑ Acceptable service' cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) Agency /Phone By Date 05/06/94 TO: FROM: DATE: City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING FEBRUARY 13, 1995 SUBJECT: Blue Star Motel 14420 Pacific Hwy S. Project No. P92 -0135 Activity Nos. PW95- 0036,0037,0038,0039 Contact Person: Mr Joung Soo Cho Phone No. (206)244 -9930 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY 9, 1995: Curb Cut /Access /Sidewalk Fire Loop /Hydr. Land Altering Storm Drainage Permit Fee $ 25.00 $ 25.00 $ 87.00 $ 25.00 TOTAL: $ 162.00 Two copies of the confirmed Utility Permit Application Form with set of plans ere attached for inclusion in the permit file. Please contact VALVUE SEWER DISTRICT @ (206)242 -3236 to apply for sewer permit and WATER DISTR.125 @ (206)242 -9547 to apply for water main extension and water meter permits. If any questions, please advice. JJS /jjs Attachments a/s cf: PW Utilities Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 c City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UT : :LITY PERMITS Ross A. Earnst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "TIE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433- 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is, the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: (206) 433 - 0179 • Fax: (206) 431-3665 PH.007;; IN.F,O;RMATIO City of Tit L vita Apple � stem — Engineering Division gtbOrgYOr Blvd., Suite #100, Tukwila, WA 98188 FEB 99 ,n # Pqa, Phone: (206) 433-0179 TUKwll ► UTILITY PERMIT APPLICATION pt tat is w RKS Site Address: Name of Project: f3 I VZ— STf- I So erT (..s; t, w �- 9,�i6 Property Owner: Street Address: Engineer: Street Address: 0 (I-2 0 Phone No.: e C- r Contractor: W U /lL_t n(J p. z , • sir I 1%) S° Cit /State/Zip: Phone No.: City /State/Zip: Phone No.: City /State/Zip: Street Address: King Cty Assessor Acct #: Contractor's License #: (Cc,i r /4- 1 8104 c)- o6)392., . ?96' 5.514. A 014 ?ha? P:EF$MITS'?> < >;; ❑ Channeiization /Striping /Signing GUEST 00 3,1 0 Pw 7S- -0036, 3 7, 3ff .y't S S F;o,4 ❑ 092 - ❑ Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) — No.: I Flood Zone Control Hauling Land Altering ITV cubic yards Landscape Irrigation Moving an Oversized Load . start/end Date: SanitaryEst Side Sewer times: UM — No.: 4. e. Sizes: f, WATER MET Name: o ONO" S C�(v DEPOSIT/ REFUND/BILLING:, Street Address. / (,L c/.L / • Name: C SERVICE 0112 ft Street Address: Exp. Date: ❑ Sewer Main Extension El Private ❑ Public l. Storm Drainage ❑ Street Use pc Water Main Extension ❑Private I Public ❑ Water Meter/ Exempt: — No.: Sizes' Deduct ❑ Water Only ,� ❑ Water Meter / Permanent — No • .� Sizes 1 f2 . ❑ Water Meter / Temporary: — No.: . Sizes• Estimated quantity: Schedule: ❑ Other: 'c Nw BILLINGS .T Phone No.: �-44/ 973 a City /State/Zip: z j"'6J, Gd4 ydPI ad' Phone No.: City /State/Zip: E. Water ® Sewer JECT ><< ❑ Hotel No. of Units: 3s" 14Motel ...................... .......:...........:......:. rESCRIP.T)QN ❑ Multiple - Family Dwelling 21, Metro ❑ Standby ❑ Single- Family Residential ❑ Duplex ❑ Triplex El Apartments ❑ Other: ❑ Condominiums ❑ Commercial/Industrial ❑ Office El Retail El Warehouse, ❑ Manufacturing MISCELLANEOUS ' New Building El Remodel/ ,INFORMAT;ION ! Square Addition FQge: El Church ❑ School /College /University ❑ Hospital ❑ Other: Square footage of original building space: • 1.1Mi 11111.1.11111•1 NM II II 10 111114 • Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ...:....... • HEREBY CERTIFY:THAT 1 HAVEREAD;;THIS''APPLICATION .CORREC.T... Applicant /Authorized As -n i•n. r -: Print Name: o U/"% S-v /J , /' "�`/! (--� rim Contact Person •rin name): cif/ Address: /tS CgfirC -0& Date: - - 6 f Phone: ...4.1L2.7 3 c? Phone: Date Application Accepted: r— Date Application Expires: ,. I_.5 04/22/92 tf _ 1494 Washington State Nonresidential Energy Code t:,ompiiance arm 10.14 W•.,ngtnn RINe le.,gt. nd ComN,aneo rmm• Api 1 IU_ I`ir•hr Addreaa ['A IUc P bq if ' )U!+ r 7U �Ivillt %T . 1fnaln Z,1�L�I The following Informal) n In neceseaty to check a building permit application for compliance wilt the building envelops requirement, In tim Washington Stale Non osldnnllal Energy Code, Applicability Coda tcarele one) Secllo Component Information Required GENERAL REQ IREMENTS Sectio is '1301 -13141 1301 _Score Unconditioned a�acos Identified en plans 1302 Seco haul type Electric resistance yes kin. yes no Other Indlca;ez gPtuns that electric ramislaneo heat le not alloued yes no n. 1310.E Semi - heated spaces Semi•treeted spaces dentified on plans If 'snowed 1311 insulation no n.a, e. nn n.n no n.a 1311 L Insul. Installation 1311.. ~Roof /ceiling Innul. ye no n,a 1311.13 Wall Insulation no n,et. 1311 4 floor Insulation 1311.5 Slab•on -grade floor yes no s— no n,e. yr's r10 n.a. 13111.6 Radiant floor 13112 Glazing and doors 131$.1 t)- factors Indicate densities end raearrtnces Indicate ft-value on roc( ace:ions for attics and otner roofs; Indicate clearances for attic insulation; Indicate baffles if cave vents Indicate face stepllrtp of faced bells trndlcote ft-value on wall sections; Indicate face stapling of faced halls; Indicate above grade exterior insulation Is protected, Indicate loose -flti core Insulation for masonry walls as necoss; Indicate heat car/achy of masonry walla If rnasonryoption Is used or II credit taken In ENVSTU• Indicate ft-value on floor aectlane; indicate aubalentisl contact wan suttees, Indicate supports not more them 21" c.c.; Indicate. that Insulation does not block airflow throu t foundation vents Indicate R•vatua on wall section or foundation detail; Indicate slab Insulation extends down vertically 24" from top; indiosts sbo; s rode exterior in, $j lllon Isiprotected Indicate R •value on wall uenll011 or foundation dole te Indicate slab insulation extends down vertically 313" from the lop: Indicate above grade e.dertor Insulation Is protected; Indicate Ineu;alion also under enllea slab where recl'd. bye OI(lulel Provide calculation of gIr zing urea (including both vertical vertical end everhssd) a jercent of gross wall eras Indicate glazing and door U•factors on glazing and door schedule (provide area•weIghled calculations as necessary): indicate If values are NFRC or dofeutt, if values are default then specify frame type, glazing layers, gspwldth, low e cuatings.�es fillings ye no n.e. 1312.2 SHC C & SC Indicate glazing solar heat gain coefficient or shading coefficient on glaring schedule (provide erea•wulghted calculations as necess yi 1313 Moisture control 131 .1 Va t retardate Indicate vapor relardera on warm side 131 .2 Roof /ceiling vap.ret. Indicate vapor retarder un roof section; Si AV Indicate vepielard, with sealed seams for non -wood strua. Il.ocation Uuitd;ug r:epartmenl on flans Notes 1313,3 Wall vapor retarder Indicate vapor retarder on wall section • c•' (0 1313 4 floor vapor retarder indicate yr retarder on floor section 1313.5 Crawl space vap. yet. Indicate six mil hlact olyethylene oveitared 12' un ground t AU 1314 Air leakage no n a. 1314.1 Bldg. envoi. sealing Indicate sealing, caulking, gasketing, arid weatherstripping no n.e. 1314.2 Glazl/door sealing Indicate weatherstripping yy_ no 1314.3 -' Aesemb. as ducts 4lndicate seelin cxulkln�c a1l_9 eskalln0- PRESC IPTIVEICOMPONENT PERFORMANCE (Sections 1320••23 on 1330 -340_ yc. no I Envelope Sum, Form Completed and attached. Provide component perlolmance worksheet If necernary �r--n _� Provide ENVSTO� n 1 outrt II necessary_ if no is circled or any qtr' Itton, grout e3exlTflat1111t: RECEIVED CITY OF TUKWILA MAY 111994 PERMIT CENTER 'i 4330 ~ SCOTT G. MILLER STATE OF WASHINGTON r rlt E Ar;t; i '1994 Wasti iii• loii 8tatei 'Nonregdcn is v.P tope $um ria 1894 Wathington dale It n ptilgn(iol f neiOY Code ComManrt ft, Project Info Et or "I:;uuu"t.,ur1i �c t'tC •'°!r- rr�,::., ;ELI'S/- sine• 1, gate Project Address 1 y(/ ,, P,Q,, /P1/(... ,r y,' • p-tJK toto lC.fr 7, WA gg it b Applicant Name: 6,0(.-r,e„.... j.e,po e.- ei!'i-- INC. Applicant Address: 2 �, PA..4 pfd, �, 10? < t. 'ur re. Applicant Plume: l -- l» /Be Project I)esc ption Compliance Option A(.11 1044 Date q— Z s.7 -- �l y • rut Building Oepartmenl Use —.(s" New Building U Addition U Alteration U Change nl Una [Proscriptive U Component Performance U 19iVS10 (See Decision Flowchart (over) for quailft.al6ms) l..i Systems Analysts i Space I scat Type CI 7Sectrle resistance All other (see over for definitions) All Other Roofs Glazing Arebt Nato: Ocinw prude vve Chas* Ilmlatiot Wall /yep dm navel required Im I Calculation Is may be incr�rdod In Iltn if urhea •ve tM.rlalnd to opaque, walls. Total Glazing Area (rough opening) (vertical & overlid) I Gross Exterior divided by Wall Area times 100 equals % Glazing 12 2 _ O� 00 1 C oncrete /r ir.sonry Option r""I Chock home II using this option and If ptujem t nisei. all iv/lull/smolt' fat Ow 1°•nnetardri.l;Unnr1 Oration 9.o Dr clalon rbovehatl (aver) for qu.ttfloaliors. Entor requhamards for each qua4ry1' g assnrnbt j In (ha labia hel^w. Envelope Requirements (enter values as applicable) rutty hosted/coolad space Minimum Insulation R•vslues Roofs Over Attic g.-38 All Other Roofs R– a gr.. ref Opaque Walls Below Grade Walls g.. 1q Floors Over Uncon itiorned Space 12 ! j 1 yL » / ..,, Slabt;•on -Grade Radiant floors Maximum U• /actors Opaque Doors Vertical Glazing • 40 ePO Overhead Glazing s (o S SHGC (or SC) Maximum Vertical/Overhead hazing /r 00 Soml•Iroafed apago• Roofs Over Seml.I +eated Spaces' Minimum Insulation R•vaiues l 'Refer lo Section 13101o: qualifications and requirements Notes: vV SCOTT G. MILLER STATE OF WASHl�3GTO�a, Opaque Connrete/Masonry Wall Requirements insulallen on Intultur • maximum U•focror Is 0 19 insulation on ex!orior or Integral - maximum t1•factor Ir. 0 75 It project qualifies for Concrete/Mas:,nry Option, l!.t walls with NC ? 0.0 Ulu /tt "'F below (other walls must meal Opaque Wail requirements), Use namcriptions and values from Table 20.5b in the Code. Wall Description U•factor (Including insulation R•velde 6 position) •� s 1 •� r ��r { r i • • s 19.4 Washineton: State Nonresiden ial Ener• Code Compliance For Lighting Summary IR94 Washington Slate Hameln enlist F.nelgy Code Compliance roims ApI I 1504 lrr()je('t info • Project Address j /(, JL i7�p1 pL �.or, souti j �[ "1 [ , �" "� Date ' 4I l ( Watts/ Fixture AUK- L) IL k�% L» /'f For Building Department Use 15o L-! NPs - Ap licant Name: Oj t0 co d�` stopyy� - 1 NG �r� Ap Ilcant Address; 3 l 5 i pjc 1+t . /S soitc' fr._ r "" (� Apolicanl Phone: I1 4t 61 87 6 l'ro ect laescri ion ew Building U Addition U Alteration Compliance 0 lion t_l Prescriptive /"'t lightlng Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & IPA spaces clearly on plans.) Alteration Fxce (check appropriate box) J lions CI No changes are being made to the lighting U less than 60 % of the fixtures are new, and installed lighting wattage Is not being Increased Maximum Allo�lyrdllt�txlg Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per fit •• tc )4> l'ro " use(l Ares In A' Allowed x Area From Table 16.1 (over) . document all exceptions taken from footnotes Total Allowed Watts Li ht✓in Watts e Interior) (May not exceed Total Allowed Watts for Interior) 35a 4-2z re Deecrl• lion No/2l 1 Z .• L /j A Number of Fixtures Wefts/ Fixture Watts Proposed To at Proposed Watts may not exce • • ,�i.(� °'�' it" atts for Interior Total Proposed Watts 5 (pp Outdoor Areas Bldg. (by facade) Bldg. (by mini) Note: for building exteri Allowed Watts per ft' or peril 0.2 win' 0.2 win) 0.2 Wile 0.25 Will r, choose either the facade area or the perimeter method, but not both) 7.5Wnt Ares In ft' or It for perimeter) Allowed Watts xfi' (or xIf) Total Allowed Watts Proposed Li tin Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location 1574f4-1442.— Witt& (44.1 y Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 15o L-! NPs - J ito 1 -26o Co'l PIAcr HAM nou)1l) Liafers 45 _35 / 5 75 1 lab Proposed Walls may not exceed Total Allowed Walls for Exterior Total Proposed Watts ._ I-7 STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF -1.15 u. L . • 4u r.,-F- ")•1#4(.. FLOOR 40 PSF 4, to 50 Pw.f. DECKS 60 PSF (I oo psF cac F= vv LATERAL WIND EXPOSURE B; 80 MPH 1.,z,15,4-) p SEISMIC PER ZONE 3 r/-' . 14 xw FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. COMPACTED FILL: COMPACTED FILL SHALL BE SELECT GRANULAR FILL WITH NOT MORE THAN 5% PASSING A #200 SIEVE. ALL FILL SHALL BE PLACED IN UNIFORM, HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS FOR HEAVY EQUIPMENT COMPACTORS & 4 INCHES FOR HAND OPERATED MECHANICAL COMPACTORS. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -698 (STANDARD PROCTOR TEST). CAST -IN -PLACE CONCRETE: F'c = 2,000 PSI 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -88). ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE PER U.B.C. SECTION 2907 (f). FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP PROOFED WITH A HEAVY BODIED ASPHALT BITUMINOUS DAMP PROOFING. RECEIVED CITY OF TUKWIIA NOV 2 3 1994 PERMIT CENTER REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -88) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (1992 EDITION) BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A -615, GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES WELDED WIRE FABRIC: WWF SHALL CONFORM TO ASTM A -185. WELDED WIRE FABRIC SHALL BE LAPPED ONE CROSSWIRE PLUS 2 INCHES. (i.e. 8" FOR 6X6 MESH). LOCATE WWF 1 -1/2 INCHES FROM TOP OF CONCRETE FOR SLAB -ON- GRADE. WWF SHALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. REBAR TO BE WELDED SHALL NOT BE CLOSER THAN 3 INCHES TO WELD. STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.A.B.O. OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR bF #2 - - - -Fb = 1150 PSI (REP) 4X BEAMS DOUG - FIR/LARCH # 4- -Fb = 1300 PSI (U • 6X BEAMS DOUG - FIR/LARCH #• 2 - -Fb = 1300 PSI C. u • 0 • �•' � COLUMNS DOUG - FIR/LARCH #1 - - - -Fb = 1000 PSI LUMBER NOT NOTED HEM -FIR #2 - - -- Fb = 1250 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH U.B.C. SCHEDULE 25 -Q. PRESERVATIVE TREATMENT: ALL LUMBER THAT IS IN CONTACT WITH OR INSTALLED WITHIN 1 INCH OF CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE TREATED WITH A PRESERVATIVE OF ACZA OR CCA. LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA C -2 AND C -9 RESPECTIVELY. NET RETENTION FOR LUMBER AND PLYWOOD SHALL BE 0.40 POUNDS PER CUBIC FOOT FOR MATERIAL IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY; 0.25 POUNDS PER CUBIC FOOT FOR EXPOSURE TO WEATHER. IF TREATED WOOD IS TO BE PAINTED OR CONDITION REQUIRES CLEANLINESS USE PHENTACHLOROPHENOL WITH 0.40 POUNDS PER CUBIC FOOT FOR LUMBER ABOVE GROUND, 0.50 POUNDS PER CUBIC FOOT FOR WOOD IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY. WHERE POSSIBLE PRECUT MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER, PENETRATION DAMAGE, FIELD CUTS AND HOLES IN ACCORDANCE WITH AWPA -M4. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS. (L.1, WALL SHEATHING: SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS - FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv =165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. (.0. 0, j \ FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. HEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS - FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOPPLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. 1 FACE NAIL'pOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACENAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. CU, O. N SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 4 JOHN A. KLIMA, P.E. P.O. Box 868 Issaquah, WA 98027- (206) 392-6043 Job NO.1-17 tS/ Date 8 Title 15 (--tiE Subject. PeP4) l..-0P4DS tt 69.0 1-1 N.Sto PL.1/4•( (Li C-1-0 LD 31 't Cbil) I ki 5ti LA-no •Q crest Lo NJ-Z. (A) ett-ik, t-415 11)Tht-x--- LOO &. Pc-pri). . ‘--€)Pc-i) 5 Nrtz P L cuo-v0 5 fir-ri,a71-i-44, L3(4) . 1!1 15C- ' ! of 3 ) ittr 4,14. ti*.:___•11.71: 'or r?, f 218 Z,I SG 2 24*71P) EXPIRES C,U ra*-713) ■• ise-tep tc F-011. Ps- u Pi ‘AdQ) odozo (z6) q4- =-osz:"5,,co F96: (eec., Re)CF" 940k 2, -1- (7. of 3tZt . , Ft.6-0 a- I- 5 15 tOd4 , q7b— '11 444, . I 2'--•)p 3Ic Sel---‘01(4•4'. 170*-; 6739 5/(.> . . . . 475-0624, , 6,t1ou Fter0,6-. („S L-A"g7 f2.116)(0) Fing.dfraiLA, (.4 o/Meix*" 5rDtz=6/^ 16.1cz, tin p. • L. SOt-tP �JLrJ 1) e•P.P05U1), 1 (09-1-t, PO,Es SSstY(1-t-SS' —is 11b.-A .0162. tt 1%' 1,L('11 5'. p.p. 13 2j6-6.4 (4413417si ••••■••■•■■■••••• IIEGEIVED CITY OF TUKWILA MM 1 I 1994 PAPIMIT °INTER JOHN A. KLIMA, P.E. Job No. Z81 Date P.O. Box 868 Issaquah, WA 98027.068 Title l LL) . (206) 392 -6043 subject 2GG ra 3) U3 I K) P . I.rQki. / I) t• l T; Sib R. `) S t AiL 1 . o-0 . = 41,1?..)( 17 I S + 4,6 Rd?' IS 1'4 133 9 8' ,a 13� awl) P-t.vv f1= 9' X I Z x 141'S = l44. Z`at5S 2wr. t.o-otL=.9 Its. r2,17-7. 14- Z-10 r ' tl 4o ct* G ILo 0 *-H) • PLOD ft. (. c4-? C' 5 1 S et S 1-'I IC.. a- e s `f o vt01 -Q 1 o tZ. P 5 'TWA , 1) S 1-1-e , U. 414,5 i. Cu t J 0 4o eJG--0.41. --)5 o rJ coitt -G--Y cu MIA, S, WADS f?*C-IiUJt. U tTs, C t-oPrD A-<40-0 55 '20-ofir- It) 312.r1) Pt,a?OR.., Goptt nt ZI V 11171 74 ,x'647 3 I?dp Pi.. c'o 12. T 0 2ND Ftiuv LUA-u, s6 n-t 2 t = Z I. s )/ z 1 " Id 2` fiy- 2 N D Tb rt r 15 T F''L,(.' ) ti n t T1-1 =2. I� / 2 I 1 Z7 W-T q7E2,4 PL-A4, T' 'iL P,, 0 Pr'11L, 13Lt Ie-I ferto lab P Z k PL Flo O t✓ 5 ??0, Try 64 c-, aD, frt LS c ,4 "oc, RV I L- P N'bi) d U - - 1 V L l U 2 - 1 , 1 P JZ,, C-t)p 55Th -e; S&'15MIG = 6q3(., toIrvb• 8)C133RD1•C 16) 0G5 Si" t✓tILs (24-AS ISINrsii0 ►-10t-1e)..r1 12 )4i21% n =44045 # r •TIIP (a) 5rou�SQ S 1 o --t,tc I1 IIi ?�- gx1033� 1 ZS64 &iRNb.i('1$ (3347 +-q,1 ,544)/1,cr. 541.6/ 1111 !!�tN 2,e$I5T1Ma Ho I-4 _ 446VztGx3r5-)Z2. • 1oe1 6.424# 6) 5 MY1- -45: 5G151 -11c'` )0117 +16A1033t-Qjt.5-16 522e:304 t tiD °(?.max133`1+(5 )CtS4.4* -1 RX 147,0Xli5= 1I31( o M I ) ("2,e6t S T1 •374, t~ -40 1,-t G-t+J f ag- ci $'S 1 S"x 44 = I/13 °i 6 I-4o Lc. D o w I..a A -t C O (LS Pt'la 5 Are-012-05, JOHN A. KLIMA, P.E. , Job No.k1:-Z. �7 Date P.O. Box 868 Issaquah, WA 98027-11868 Title ¶3 T'tep ..► H fD L✓ (206) 392 -6043 Subject L4..-j-�- i\-- ion... 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' + ` 4Q _. 1�� ..__, ......... 8,uw M 61_ 11. .....«..... ..•..•r..rw_..•_. o 0 I4. # r,r Ay 40011'4 b $ is ft r. 73,1a 44 . _r 0 M46taWs Km Loiro . 6666., _r. • (-1 -114 fk-t re (o1't, GENERAL CUNTR CIOR - -- Bnndrd I it rrr.,rd SI r(.'IAIJZINr IN: 1*11nrS11t1Ai, & ('( MNi - .R('IAL INS1.11. 10N & 1IFf:r f\iF:rAi. p1t(711((•rlVE & It%; I E.('r%VV. KM* i`1AIN'rF.NAti(• #FRONIPM066BF Air Conditioner/Hear n, r Salm h Irrcrnllmirrrt Stew( A. Comstock (206) 630 -7740 i'YL (206 30 74 .:716 a. r1 60 C Pacific_Higway. South P.O. Number. It p Name: Steve Cl5mstock R . , .. S ..,;. t. (Circle One) ... • isomminfiriorimeaumationsimmuuer \ • Shipping Address: ' • 1.. C. MOTOR INN Sec•nd e.e a Floor • : I i (206 ) 946 6188 Date Needed: Mach, 1994 Contact: l�lbtie:., Ulm-Price 565.00' Total .. Ott IV 9,000' BTU IS DESr11ibt •; • • • - U, COol /Heat',. 3:5,0t/ Heater, ' 2 • ,m •.: Wi' Ta,;ly�I�rr.Cord.. • ode1 1 F, PTHO9 -335J .. f 'f 1 *•1 t.• l 1 L'� :wino(.J1t GRILLE. ,. J ~�'.3 I GC 1 t41: t E5 f ALL L SEALED. SYSTEM },,Ar ri n p .'t cOE'ONF ' . SELLER APPRO BUYER'S x APPROVAL OATS * All orders are subject to credit approvaL • '.;:L??' PERMIT CENTER RECEIVED CITY 'OF TUKWILA MAY 1 1 1994 A = Ad C = Choice Lead T = Telemarkedl>g Sales'ruac NOT ARV.LiC t llV�i�+ Charge NO CHARGE Tulil! - 13= Direct Mail N n N M , count R z Reference/Cold Call S Show ,ipR -25 -1994 • ,t , TOTAL UNIT DEPTH 22'/x" FRONT HEIGHT 1ti',." 10 26 12066307460 uaavi�av�a�av Chassis and Wall Sleeve Assembly UNIT DIMENSIONS AM DA60A RONG R ORSMUi g�rM!! 1N tOf * 40' 0100HAR00 AO PLAOV IDI 40° AIR 0190HARG6 GRILL J r DOOR • Vie CAUII T ANC �T WA TO MART RIMQVAL Cord connection to a wall socket is not permitted for 265 - Volt units. All 285 -volt units must be har+cwIred using the hardwire kit, or make use of the plug-In race•tacie in the standard subbase. POWER RECEPTACLE CONFIQVRATtPN NEMA6 -15R; 250V receptacle, used an 230V/208V units NEMA6 -20R; 250V receptacle, used on 230V/208V units (a) NEMAS -30A; 250V receptacle, used on 230V/208V units NEMA7-20R; 277V receptacle, used on 285V units NEMA7 -30R; 277V receptacle, used on 265V units POWE.8 CORD PLUGS 9DOV RATING PF1wan CORD PLUG MO. YEW 10 amp. 20 ampp.. Om- 30 amp. 260V RATINg POWER CORD PLUGS (d) 20 amp. (e) 30 amp. -A CAUT ON To avoid the rite of electrical shock, personal I Jury or prop- erty damage, the e of exten- sion cords is of recom- mended. ATTENTION INSTALLING PERSONNEL: As a professional installer you have an obligation to know the product better than the customer. This includes eU safety precautions and related Items. Prior to actual installation, thoroughly familiarize your self with the Owner's Use and Care Manual. Pay spe- cial attention to all safety warnings. Often during instal- lation or repair it Is possible to place yourself In a position which is more hazardous than when the unit is In operation. Remember, it is your responsibility to install the product safely and to know It well enough to be able to instruct a customer in its sale use. Safety Is a matter of common senste...a Mutter of think Ing before acting. Most dealers have a 1st of specific good safety praotloes"..follow them. The precautions listed In the Owner's Use and Care and Installation manuals should not supersede existing practices but should be considered as supplemental information. REMEMBER TO LEAVE THIS MANUAL WITH THE EQUIPMENT OWNER. 2 TOTAL P.02 MAXIMUM VOLT CORO LENGTH 230/201 es' 263 18' Om- 30 amp. 260V RATINg POWER CORD PLUGS (d) 20 amp. (e) 30 amp. -A CAUT ON To avoid the rite of electrical shock, personal I Jury or prop- erty damage, the e of exten- sion cords is of recom- mended. ATTENTION INSTALLING PERSONNEL: As a professional installer you have an obligation to know the product better than the customer. This includes eU safety precautions and related Items. Prior to actual installation, thoroughly familiarize your self with the Owner's Use and Care Manual. Pay spe- cial attention to all safety warnings. Often during instal- lation or repair it Is possible to place yourself In a position which is more hazardous than when the unit is In operation. Remember, it is your responsibility to install the product safely and to know It well enough to be able to instruct a customer in its sale use. Safety Is a matter of common senste...a Mutter of think Ing before acting. Most dealers have a 1st of specific good safety praotloes"..follow them. The precautions listed In the Owner's Use and Care and Installation manuals should not supersede existing practices but should be considered as supplemental information. REMEMBER TO LEAVE THIS MANUAL WITH THE EQUIPMENT OWNER. 2 TOTAL P.02 PR-25-1994 10:39 12066307460 VALL SLEEVE INSTALLATION » KOOK A BRICK VIM= WALL. 114''' PS— AG& PROACTION i4 v4. OW:MT& UNTIL P.01 PRAIA & BRIM VENEER INSTALLATION 'REQUIRES ye HOLE CAULK AROUNO PORMTIDII MiY1 WALL SLEEVE MAXIMUM WALL WA - THICKNESS WITH Mai stomas FINISHED FLOOR TTFICAL.WOO9 RIANE ANO ;RICK YILNEEN 4 421/, SEX NOTE 2 NO HOLES PERMITTED IN BOTTOM OF SLEEVE MUSS A DRAIN KIT IS INSTALLED PI DRAIN KIT u41RUCTIONS. 4 cAui,K AROUNO sox min mamma RECPTAOLE ,1 MIH. pSOJELMON -6 INIATORPROZ OPTIONAL M9jJRAL wEATNERPROOP ORAL 12Y INNERS AUKILWAMPORT Ii ROOM GRUNT OPTIONAL ELECTRICAL sURIusi ......•••••■••••■ C I./MUMMY UIT SY OTHERS • CURTAIN WALL WAU. OR WIt4POW CASK (OUPPLIED SY OTHERS/ Al OTHI • vs ALu STE OR W CABINET LEVEUNO LEA NOTE; 1. Use a lintel under the first cou sleeve. Do not use the sleeve 2. Flush to finished floor installati accessory limits space. 3. Alt dimensions in inches. e at brick above the a lintel, n is possible unless TOTAL P.01 Amana package terminal units provides ell- stiasort cQJnfs� in zonal applications auph t,,.. nursing home and hl?aft1419 •!i • hotels and motel t....'y office, pulldings ' Itei, • • f residential additions i apartfnants and condgml rn8 In arch slit, 1pn, heell g a „pooling or p@ oo, Zre1!4 the room gppuparrt for �daeloylfonment cncll t?ne. TtiJ means sevings for YQO Ofit aft eafrh teriorn QQtk h1, t#y level of comfgrl to fit indly141, Heeds. • Factory gptiens Many opti1M can be install. �„at the time of qt er; Ggrtq • your Amana representative ;ayagability. Sea coast protection s Remote control • Condensate disposal pure • Front desk control Freeze protection Accauory Ilan: Accessory items such as a dronlc heat kit, edd -,qn >flagu p, heat, subbases, circuit tree rs, duct kits and arphltadtl outdoor grilles are available for customization, Consult mg Arnim§ oupPlJef fora co,nlp(9 Bating of available iteme�L; 15500)AMB ByyLine 6290 1.11111111.111111 !fflclency lin (heating units deliver energy efficiency ratios 1 $ to reduce energy.Qonsumption and save ipanlowori to standard efficiency units. Heat pump f011irckfxrieffiglente of perfgrrnance (COF'; n^ t`Arn.lft.' :h� p.ip!!rnp:units feature reYerse cycle air h. 4' !I '•n np p reflp egptttrinp the.heat f cund In putdgor •air: n ,rffle ln9 •it•1 pprl...By ttire4leferring, heat Instead of ,,- �r.prQ_yE1nq it,,;Amana:R.ackage terminal heat pumps give you tq'. §.a',ynf1§,gf heal for every Nnit ef.electricity consumed. • Amana package terminal units are designed for money- saving performance Ina wide range of ca settles. They'll fit many existing wall sleeves to reduce ineta lation time and expense, whether it's time to replace old units or Install new. And with a complete line of accessory items, you'll be assured of the Job matching flexibility that ,makes Amana the Perfect choice for your cooling and heating requirements. • For architectural grille color choice,; allow units to blond Iota put environm fit. CuplPt colors are evalklole upon request. Warranty The Amana package termini( unit warranty offers outstanding protec- lion. Coverage inpiu.dea fUll'9na year coverage on all parts, Ijited second Year coverage on elftgtr(olt components and full five yew cgv- erage on the sealed 6Yatpm�: pom- pare and you'll see how atr ,ng thi4 warranty really is. . 2. Styling The single color (monochro atic) design, sloped front and smooth, detalted Ones malOmana units attractive in aril setting. The light, neutral c000r blends well with today's elIrth OUP and dlagui §e§ the finite as if they aren't there frt oll,,, Boom Pt (belt sleek lines grid single color (monochromatic) appear - encfa, Marla psq{(a$e fgrminsl air condldongre match, tnpsl (ir y decor. ■Pl't , , . trt,T.11i!„f;i'li.;i:iL,4••,.:'.'::4;:1,:'''• ' 4‘ , ', '", 1:...tl.:1:11,i,;',%,1 5.1.4,`'i4j1.iit...,.;/11;,::,,..V.14.i.:;,',...,•,.„:. , , .:.; , .(,-;. ..",,t, \•iffy!'.?," cif4iitesla,141;ti:IL044.4r.i.145,t. r., .... • , AT MODELS Model BTUH Cooling_ 6 800/6,800 EER 10.2/10.2 BTUH Elec. Heating 8 600/7 100 Voltage 230/208 Ship Wt. (lbs.) 129 PTC07325J PTC07425J 6,800 10.2 8,700 265 ; 129 PTC09335J 9,200/9,100 10.3/10.4 12,000/9,900 230/208 ; 133 PTC09435J 9,200 10.0 12 000 265 ! 133 PTC12335J 11,900/11,600 10.0/10.0 12,000/9,900 230/208 i, 148 PTC12435J 11,800 10.0 12,000 265 ; 148 PTC15350J 14,900/14,600 8.9/8.9 . 17,200/14,100 230/208 ■ 157 PTC15450J 14,900 8.7 17,200 265 ! 157 ••• ".7•1; t's.4"t; :;•-•• • Model BTUH Cooling EER Rev. Cycle BTUH Heating COP Voltage 230/208 :Ship Wt. ' (lbs.) 129 PTH07325J 6,800/6,700 9.8/9.8 6,600/6,500 3.0/3.0 PTH07425J 6,800 9.8 6,600 3,0 265 i 129 PTH09335J 8,900/8,700 10.0/10.0 8,600/8,300 3.2/3.2 230/208 , 131 PTH09435J 9,300 10.0 8,800 3.2 265 ; 131 PTH12335J 11,900/11,600 10.0/10.0 11,200/11,000 3.0/3.0 230/208 150 PTH12435J 11 800 10.0 11 100 3.0 265 ; 150 PTH15350J 14,100/13,800 8.7/8.7 ' 14,500/14,100 2.6/2.6 230/208 159 PTH15450J 14,100 8.7 14,500 2.6 265 ■ 159 , , 49,10c1.8001910 Qt.49!". utiOf #)RitO itYP ifittO gffiPlIMY ROW cgr tE.99,0110.011; of ?OWE ••• , fri$104 014.P: WO4V4V411° if914 rY!,Fir Nilfl•IRP/041004;$00114010/Y Pi illitkpitlk...1)14000fiP,),R011.1111.0f11,!.. •,, ,91410,100e141: " th.p oyffterri,, • 6 • '7: • 410110PITAO IQWIR :6900"114,01,1',•'; 9V4431 1s). 10444 V Fitfk .k;L) '40 maipa$Y.trA y Okrinq Pi.4ga P,10; 1.49.pip 30 Imp 401,a%niGge . .„ RATIN PQ#PR Oio P ewag 04" q 740,117iviopifiolip;$,, A74aQii;.ori . " y„.c, ••- gQrom,3 • gp'• • • ,,•, CONSUMER INFORMATION LINE • AMANA TOLL-FREE 1-800-843-0304 (Not a technical assistance line for dealers.) T•fl, • • rfigocti niiy OMR 11.0111lailt.inSPP6111 400q11;wPthaut notico. • 0419119 ./MOVI, t;',' rTh .r:, Y••• ' • Durable ineulated heavy steel absorbs noise end vibration; , Croae•flovi blows' tspAr'atefl't ui- oily end provides even birtlok Into the roots. q firlden* t diapareldn aye- a, g i tefHOvei . ceding conden- F'i tifb by dirfecting *ater on to the ; 3t • .. d I a� led reatd tic ling t• slid s oUt fdr cofnp efe fioces- c1enclefl. .. "' slbllity of all Unit componehte. r iGre� (! lfif iiibi6f irbll" aheose Iii br high cooling or , heafinp l;Rti else Matinee fed onijl settlifid lot circulation dl. iridd& ii1rt; . . airbbbt teofaiof fntfUr`let� toterii cdfripn"le8or provides tjulet and AfficIent operation. J New Mid Improvrsd !ir filter ban be easily reintivved ' • ' And Washed to guarantee efficient operation: arid clean sir. • Anions package twining' units are . ideal for many applications, includ•. Ing°r tlrernenf housing. tanff01.0}r1it�at ate early faread and rgl opeMte. Hoorn Occupant : ',lbiiipereture limiter can easlty'Adjust.tbltrptr&fufs.fo; , P:Ati energysaving feature • desired IeVel• z'ir'� nI iim an maximum mivtduat room perafurbe. t °. Bibclno- depositldn paint process le one of the most durable used by any man- ufActurer. Hot - dipped, zlrlc-corited steel to cieaned in a eIR•atag proceee, baked dry. • then dipped iii Obit. The paint ii pool•, • twely% ciietged i4fiil6 tub enbtal lit h' e lively cheeped• paint evenly,- costa rill mote' Peat *loam corner* eild ecre,hofes; providing a amoothi du-rebid finish. The exterior Is then coated With electroatati- ciilfy applied polyeettir top coat to resist 'Chalking and fading. Seemlitiet titled liking • eiptindbd Into IotMred fifte ;•R One toilet bending end delis: reduce efficiency. '. '.. f,. .. -'•i, . a'fi'ij T3L.�"- 1. tt.ot14� S�t!71ticr l ' .T1 iCt•Y't?.^l •4V`i. X11 i it-cm : LEO JETTI PLUMBIHG, 206 7544845 A FEATURES Meets ASHiRAE 1 efficiency and rte LIME TAMER bulld•Lrp acts as premeture tank f sediment buildup • GLASS LINED water heaters wen FULLY AUTOI able control sysler EXTRA DENSI helps reduce slant JACKET • is of undercoat. EASY CLEANI venlont but north) FULLY TESTS American Gas As National &enitetlr Hooting. l JC ED J EJ Ma. 2.1834 10:15 AM P02 comsetkvitnomirr COMMERCIAL GAS TANK-TYPE WATtfl HEATERS BTC -165, i 79, 200 & 250 10A•1900 (1992 requirements) and C.E.C. and New York Codes for thermal dby lees. M MODELS INHIBIT LIME AND SEDIMENT BUILD•UP • This n Insulator resulting In higher operating cost end le use a major ceusu of ,Pure, Llmc Tumor TM models are werrentaed uguinst tank failure due to for three years, (Except BTC•200, BTC.2ti0), TANK • Assures vears of rurl•tree clean hut water, IGlort Ifned, pas tired originated by A. U. SMITH), t1ATIC CONTROLS WITH SAFETY SHUTOFF • Accurato dopond• n, Manual reset gas shutoff device for added safety, TY, VERMIN•PROOF, GLASS FIBER INSULATION Suvur fuel, by host low heavy gauge steel finished with a baked enema) finish over burldurleod VG • Hendhole cleenout allows Duey Weaning. View port permits con. cking. AMME models have (2) cleanoute. D FOR SAFETY AND PERFORMANCE • Design cortlfioci by the soolatlun for 1500E hot water service, Meets rigid ruqulrumunts of the n Foundation for food service uppllcation. Certified for user on conthustiblu FLUE DAMPE AND ItD (Intermittent Ignition Device/ • Tn minimize standby. lost, Provides fie r a failure response In less than one second, EASY TO INS TALL • Completely Ieotory assembled. Only go, Water and vent connections need be made. Povlded with drain cock, DRAFT DIVE TER • Low profile dlverter furnished as standard on 670•1615 thru OTC -260, (Note draft hoods are shipped In separate carton). NOTE: Unit real Ires 120 volt 60 Hz service. OTHER FEATURES • Equipped with gas pressure regulator and pilot filter a Integral outnmatln des shutoff system prevents exce111v5 water temperature a AGA rated temperature and brtr5suru reliel valve (eatery installed • Maximum working pressure Is leo psi • Approved for installation on combustible floor a Anode protection, OPTIONS Horizontel drelt I SEE SHEET A cod, 108.1 FOR MODELS ELATED AT 80% EFFICIENCY. nTC•200 rk BTC•2a0) (rXCrpt BTC•200 4. BTC•260) LIMITEb WAflFnANTY OUTLINE If the tank should leek any time during tire first three years, under the terms of the Warranty, then A. 0. Smith will furnish a replacement heater; Intone• tlon, labor, handling and local delivery extra, This outline Is not a warranty. For Complete information, consult the written warranty or A, 0. Smith Water Products Company. I;r RECOVERY CAPACITIES __ahstade) 13-1'0.1 G Approx, Input RYtithl Gel. BTU /HOUM •Lr-T7 BTC•2( BTC•2 0 0 100 100 1'EMPERATUlE RISE — DEGREES F — GALLONS PER HOUR . i_. • b ; ...Lre 186 000 .r rturra ii rJlG1~iJ p�/1.1 80 302 70 288 80 90 1dl f 120 r1 140 104 mil arLL'��J�tL;itJt�!i� � NM" al 190 139 181 129 19 NOTE: To :umponsuto for the effects of high altitude roes ebova 2000 teat, recovery evpauitiel should be reduced aporwilmetiggeli for eve y 1000 feet ehevs son level. Above capacities art based Ott efficiencies obtained In A.O. Smith ongD/1111ineR (W1i1p HAY 1 8 1994 PERMIT CENTER (From : LEONETTI PLUMB IN!L NC: 206 794= 4e457??t'7: I� 12.1994 10:15 AM PO4 VFIITICAL C1fAI:1 DIVERT ER STANDA Fin ron 160,000!4 )79,000 PTUI4 INPUT Moptl.S FLOOR IHOI1IZONTAt DRAFT DIVER1FIi 3/4" B OPTIONAL too RTC• 166 AI 570 C 1 INI f 1 1'6 N N T (MIL Fl 1 NP1 RFt IEr• VALVF. OPF.NING 0'/4 14 ST-CABS AND 17U 1a VI tW OTC 200 AND 200 Modal boscr)ption All Dimensions In Inches A 0 b E III d H Approx. Ship. Wt, 155 000 Btuh 77 1/4 Erlan 71 1/2 61 3/4 21 5/8 rimanin 470 179,1 t 0: to Ithilaitial 1 1 6 3 4 IiI Z IIIIJili# 490 200 000 Btuh 70 1/4 NIMINMEMI 7 1 4 23 1/4 6 n$I 360 250,000 Btuh 70 4 u( cxi 57 1 4 mum - Sara 300 SUGGESTED SPECIFICATION ' ietet 14ualurls) shell be Mudul ,.� os rralnufucturud by A. 0, SMITH, or equ /I, Water hastens) shall be of glow lined design, and p •fired, equipped to burn , gds end design certified by tho Atherton Gas Association (Canadian Gas Association) a dor Volume III torte for ottniftdirclol heaters for dotivdty of 1800F wetet, shall be epprbved by the National Sanitation Foundation and me requitement; or ABHfAAR 00A +1080 (1982 requirement.), Ifpotors shall have an Input rating of . and an A.G.A. (C•4,A,) uouvury rating of. f3PI4It I temperature rise of 1000E with a storagecepeb)ty of . gallons. How' the I he equipped with 1 1/2" Water Inlet bad Outlet openings, b bollel•typo hnndholu aluanout tihd shell have a maximum working nrosnlre of 1011 nil, Wutor hoatur(s) shall be oquIppod with 0 Intligreted control system consisting of a 180 °F•ed)ustsble thermostat with upper r II, hull's, which uvolugu thu water temrierbtutba it the top lend bottom of the tank for maximum water temperature control. tt!,nivl t:) shall be provided with a manual reset gas thutbff dIVltes'et pal protium, regulator sat for the typo of as supplied, coated steel burners, • M'P' ot•n 4 tired diviner, anodes for cathodic prOteetibli, stub d Mbar end 1113 system, AGA pressure end temperature relief valve gull be furnished and Instal act by thy fectory, The hooter shall I4ihoUipted Atli Vbhnin•proul plots fiber Insulatiofl or equol, Ilia outer Jacket shell have a baked unem I finish over e bondorizod undercoating, All Ihtbrltrtidrfildis of the hesitant) exposed to'yveter shall he glass•Ilned with an elkellnu boroililcete composition that het been $ulld'to.stoo) by WIN) If li 1Wthperaturo rungo of 14000 to itJ00 °F. Heeler tank shalt have a 3 year limited warts Ity against corrosion end tank failure duo to sbdihlInt (Lirrro Tantur models only) it Outlined hl the written werrenty. All hunters are design certified by A,O,A, under Volume 111 (Commerc(el Wittf ,Nbtitbrs). Hilly Mourned Instruction menuof to be Included. ANONINV A i/\A rttlih McBee, South Carolina Wlt# Nbtlfht5C8rripany t; Stretford, Ontetlo A D NNibst tit A, b: Smith CorporatldHl': Seattle, Washington Ei P*3bi'1'K .• = Vrrldhoven+ The Netherlands A. t~1<�dtttfE.6;4N:r6110h rosbrves 1tjSaipht to mike Product Changes or IM Shy (Int.! Wilittiq tice,_ _AZ 9 " 1 , ;eft ir-er-C4-‘-c-7:-7,11 V A/61 t• )2JJi C' aoect.r.c a..6t.)...e.; j.te'/LeJ 4'1/ jArets, 94' 04,...oki, 4.444424-460'.VO4.C.)- —Cr).1 -4efe.A44kr/rsc.oa 7.17- c2x1 9O 4/0-e-4 40e, /0, L.0,1/ _c I ,,Wiet;11 14.11,,41-J-S A-Pt.ty2.4 /.3! u\ 4-45'1/ )...„4,:1051.)- L ±cJ A A igeks-- k_ t I - ha4pc , ir 0 •c; !.; S. frisV-k-c()-ra • cy/10,-.40A,42,0_ I. -CO go: • ,Z,41- jfi - - Ocri-tp, e7?.t 1-`) 4.-Q9 Crit " # a7 'Bit/Le. i-e{ 4_, youivCr S Cli cir Dc,(62.14 P J{r, cv /23M S c(711 -P-n/ IA-pp!l�ctn�f- lfetk,va��:i� :4-1 c7 ?Jkw;IC cLYP-Pi a -4,/94 -993 c ?x.60(-/ Cs (±7---te:) ' /;. %7v -45 tJf - 7tcfro 6Q, PC4htS Sp P\It45 4'I -V070 431-1.45" Fe)(, 4-- Foss ' Aspc 6ZI -i go cot( ritto G7 �N�j * yT41" r L I Fe $ *r r -Tr R 0 B E R 1' FOSSATTI ASSOCI .1 E S C1) \ SI LT1 \ \I;IXF:F.RS !TUFT:7,-41r \ ‘1. SERULES (:ORI'DR Hu \ RECEIVED CITY OF TUKWILA MAR 2 3 1995 PERMIT CENTER 1111)11 II I/1\6 ISM NEI:(1\1) \ E\t E SF: UTLE 11 \siii\arm,11{111.1 rilEPii()\1:::21)illii21.■Illi F:1 : lIuiI 621-9710 DATE /2 • 1 Ill SI11 T11 1101+1 NIREET .l ITE 20:1. 110\01.11.1.11W \II 9681:1 rELE1,10)\ 04081 33343699 \\:,811111.141-22(11) TRANSMITTAL PROJECT IA o* ATTENTION LPL1 RFA NO. 14. D2 PRINTS SHOP DRAWINGS ORIGINALS PROJECT DATA CALCULATIONS OTHER WE ARE ENCLOSING: DESCRIPTION LLF v--T p56140.4.1--- - CON1INIENTS COPY TO NO SUCH NUMBER !9ETURN 10 SENDER City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188-2599 PM— YONG CHO THE SPRUCE TEL 11442 PAC C HIGHWAY SOUTH SEATTLE, 98168 _ = ; ■ *-• FIECEi W 2 7 1995 COmtv,- DEVELOPIvibi T 1111111t11111111111111i111111111 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director March 20, 1995 Mr. Yong Cho The Spruce Motel 11442 Pacific Highway South Seattle, WA 98168 Dear Mr. Cho, This letter is being sent as confirmation that your application for a building permit, submitted May 11, 1994, and assigned Tukwila Plan Check Number B94 -0179, has expired under the provisions of Section 304(d), Uniform Building Code, 1991 Edition and is hereby considered null and void. Your notice of appeal submitted by Carolyn Lake was received on March 10, 1995. This issue cannot be appealed under the provisions of Sec. 204(a) of the Uniform Building Code, 1991 Edition. Sec 204(b) of the UBC states that "the board of appeals shall have no authority relative to interpretation of the administrative provisions of this code nor shall the board be empowered to waive requirements of this code ". The sections that you appealed are administrative sections; therefore, the Board of Adjustment has no jurisdiction to hear that appeal. Sincerely, uane Gri ffin Building Official cc: Carolyn Lake Bogle & Gates Tacoma Financial Center Suite 1360 1145 Broadway Plaza Tacoma, WA 98402 -3502 Linda Cohen, Tukwila City Attorney Jane Cantu, City Clerk 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 REceivED MAR 101995 cal, OF TUKWILA BEFORE THE CITY OF TUKWILA OAK BOARD OF APPEALS IN RE THE MATTER OF ) ) ) BLUE STAR HOTEL ) PERMIT APPLICATION ) NOTICE OF APPEAL NO. B94 -0179. ) ) ) ) ) NO. COMES NOW the applicant, Young Cho ( "Applicant "), owner of property, commonly known as 14420 Pacific Highway South, Tukwila, Washington and site of development project known as Blue Star Hotel ( "Blue Star Project "), and appeals the decision of the City of Tukwila City Attorney to refuse to continue processing the building plans and application of the Blue Star project. The decision of the City Attorney is dated March 1, 1995. This appeal to the Board of Appeals is submitted pursuant to Tukwila City Code 16.04.030, which adopts by reference the Uniform Building Code ("UBC "), 1991 Edition, and standards as adopted by the International Conference of Building Officials and as adopted by WAC Chapter 51 -20; and pursuant to the UBC, 1991 Edition, Section 204(a). The City's decision to refuse to continue processing the Blue Star application is contrary to UBC, 1991 Edition, Section Ci f tra y- NOTICE OF APPEAL -1- Cs \CLIENT \BLUESTAR \APPEAL BOGLE & GATES ' Tacoma Financial Center Suite 1360 1145 Broadway Plaza Tacoma, WA 98402 -3502 (206) 922 -8446 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18' 19 20 21 22 23 24 25 303(a) and Section 304(d); and to the holding of the Washington Supreme Court in Parkridge v. Seattle, 89 Wn.2d 454, at p. 464 -466, 573 P.2d 359 (1978). RESPECTFULLY submitted this %t'%— day of March, 1995. NOTICE OF APPEAL -2-- Ct \CLIENT \DLUESTAR \APPEAL Bo & Gates COL N A. h • K', WSBA #13980 Attorney fob Young Cho Blue Star Development BOGLE & GATES ", Tacoma Financial Center • Suite 1360 • 1145 Broadway Plaza ' Tacoma, WA. 98402 -3502 • (206) 922.8446 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 IN RE THE MATTER OF BLUE STAR HOTEL PERMIT APPLICATION NO. B94 -0179 BEFORE THE CITY OF TUKWILA BOARD OF APPEALS ) ) ) ) ) ) ) ) ) ) I certify that on the f �� No. CERTIFICATE OF SERVICE day of March, 1995, I caused to be served the following documents: 1. Notice of Appeal in the above - captioned matter upon the parties herein, as indicated below: Steve Lancaster Community Development Director City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 [ ] By United States Mail [.><] By Legal Messenger [ ] By Facsimile [ ] By Federal Express /Express Jane Cantu City Clerk City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Tacoma WA 98402 Duane Griffin Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 [ ] By United States Mail IX] By Legal Messenger [ ] By Facsimile Mail [ ] By Federal Express/ Express Mail [ ] By United States Mail ,5411 By Legal Messenger [ ] By Facsimile . [ ] By Federal Express /Express Mail the foregoing being their last CERTIFICATE OF SERVICE - 1 (Ct \CLIENT \HANSEN \IVERSEN2.CS) known business addresses. BOGLE & GATES Tacoma Financial Center Suite 1360 1145 Broadway Plaza Tacoma, WA 98402 -3502 (206) 9224446 S • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. /074.1"-- Dated this day of March, 1995. CERTIFICATE OF SERVICE - 2 (Cs \CLIENT \HANSEN \IVERSEN2,CS) BOGLE & GATEs Tacoma Financial Center Suite 1360 1145 Broadway Plaza Tacoma, WA 98402.3502 (206) 9224446 City of Tukwila Office of the City Attorney CA March 1, 1995 John W. Rants, Mayor Linda P. Cohen, City Attorney Ms. Carolyn Lake Bogle & Gates 1145 Broadway Plaza RECEIVED Suite 1360 Tacoma, Washington 98402 . MAR 0 31995 Re: Young Cho, Permit No. B94 -0179 COMMUNITY DEVELOPMENT Dear Carolyn: Thank you for your letter of February 28, 1995, regarding the above - referenced permit. Your expectations that "the City would act with good faith" in processing your client's application is well founded. Unfortunately, for whatever reasons, it appears that your client's developer and architect simply did not do their jobs in a timely manner. City staff went well out of their way to provide Mr. Cho and his consultants with prompt service. Problems with your client's submittals were quickly identified, and communicated to your client's consultants for remedial action. In virtually every circumstance, however, your client's consultants failed to take corrective action until the last minute. One particularly noteworthy example occurred when your client's developer, Goldco, failed to request a UBC extension until several days after expiration of the initial 180 day period. Again, providing exemplary customer service, City staff granted Goldco's request for a ninety day extension. Please feel free to again review the chronology of events clearly identified in the file. On each submittal by your client's consultants, city staff or our contract plan checker completed the necessary review within a matter of a very few days. Your client's consultants then would take weeks or months to provide revised submittals, which in every case remained incomplete. The UBC clearly states that only one extension may be granted. Your client requested a ninety day extension. It was granted, even though the extension request itself was not timely. Your client's consultants were clearly apprised of the issues that required correction. They were not corrected, nor do the revised plans 6200 Southcenter Boulevard • Tukwila, Washington 98188 • Phone: (206) 433.1867 • Fax. (206) 433/833 Ms. Carolyn Lake Page 2 March 1, 1995 submitted to the City at the close of business on February 27 qualify. The UBC requires the permit be issued by the expiration of the extension period, not merely that plans (that may or may not satisfy all, requirements) be submitted. Pursuant to the express terms of the UBC, your client's permit application is void. I appreciate your invitation to provide me with a more formal legal analysis, if you think it would be useful. Very truly yours, OFFICE OF THE CITY ATTORNEY • ; , • 7 7) C.. Linda. P. Cohen City Attorney BOGLE &GATES LAW OFFICES CAROLYN A. LAKE Linda Cohen City Attorney City of Tukwila 6200 S. Center Blvd. Tukwila, WA 98188 Tacoma Financial Center Suite 1360 1145 Broadway Plaza Tacoma, Washington 98402 -3502 Main Office: (206) 922 -8446 Facsimile: (206) 922 -2711 Direct Dial: (206) 593 -4961 Re: Permit Number B94 -0179 Dear Ms. Cohen: Seattle Anchorage Bellevue Olympia Portland Vancouver, B.C. Washington, D.C. 00001 -01693 February 28, 1995 This office represents Young Cho, owner of property within your city. Mr. Cho seeks to develop a hotel, pursuant to Permit B94 -0179. Our client has contacted us to review the City's action with respect to the above - referenced permit. As you may be aware, our client has spent considerable time, money, and expense on pursuing this development project. Our client has consistantly cooperated with City staff, including complying with numerous series of project revisions and corrections at the request of the City's Contract Plans Examiner. We also are aware that the City has imposed a moratorium on the hotel development in the area of our client's property. Our client's proposal is exempt from the moratorium. However, based upon the history of this project, we will review the City's action to determine whether this project has received undue scrutiny, unusual treatment, and /or if its review process deviates in any way from projects in areas not subject to the City's moratorium. While we expect that the City would act with good faith in processing our client's application, we are also aware that a proposal such as our client's is currently disfavored. Our client advises that his development permit may be viewed by the City as expiring on yesterday's date. This decision. would be in spite of our client's timely submittal of Linda Cohen February 28, 1995 Page 2 numerous, last minute corrections to plans, as requested by the City's Contract Plans Examiner. We are encouraged that this matter is being reviewed by your office. We trust that your review of this project's history will result in a determination that the law and equities support continuation of our client's project. We look forward to your opinion on this matter. Please contact the undersigned directly if there are any questions or comments with regard to our client's position, or if a more formal legal analysis of our client's position is required from us. Thank you. Very truly yours, Carolyn A. Lake cc: Scott Miller, Project Architect C: \CLIENT \CHO \CTYTUK.LTR BOGLE &.GATES AM 1 2 3 RECEIVED CITY OF TUKWILA FEB 2 7 1995 6po PERMIT CENTER I . OU_ U--) ) 17.) 17 "1/4 • _ . tJ r.. • tz- . 1-1 1:1 **- As 7p1s2,[zo cr*o154_14. 1..) 4; C-1.74!..Q...nd.Ltr.er cl# e.DuLLE6s .iaL m �±r ELij 'vrvL. 1-1-i..e0,..14____.....0.Leti5,_D__Et,e?st.Ls orgeG2t-P, ;r 11; . 1 1 H./V I. I I 47Ve C7C.---.112›.<(tic(th c24 ot.=-7 -3 ID I aA ; • 'I '1'; • c■rr • fzetwo. t Gkr : ?Pr& E. *2 T-)PEct r• k2J 1„) tYTZ ! J IJ 5 f . �.....�. � Pi 4-5 O 12_r>.) -4 n � t G • 51 1- .) fi't 1 L 1' 170 !_ S'f,) P F.0 � D ��. fir ; OF G 4 (9_ Z. -2 (-1- G 6'4: �1= B7Z ?qc 0 e SI/ /4 etSxhis z'1. '12,4 f' ji j 1 Vi1 Lf:, • . . • • • 47. " t , I 1:',1 • • 1 ; • . P 71" , •• • ;,• .,it ;,„ , ; ; !• : 9 !, • " • 11 1 ' '!. 1i. • ; I! 1,11. !!! ; 1 • • !I 1 t!, . ■ .1 ,; k! ,1 , 724:rifk.... tiA.orrr kit--ticg_c_ri4e,it...__,.... ..;„.. : • I, . : • ,! f. .1. , . D e .(i!..1,,__)j i 51!iP-P---rgZelteut.i.J.--c.. s ..:.P-..e.g.!.D... . . • Di A- pli..9-/i C..ttri(2..... ,.. ,.....3,„04,1.,,, !..! .. .. .. !............._ , ......01....,0,...... yt,", V.-_-,-,,,,,, fi‘.:..it,, - ' /.'0.S..... ....., , 1: "!. ., .., .............. . , & cN. • ......,'., - -1,1, : ....- iri.- ..- • • 1 • ! ! I 1 . I •••••••,•••••••••• r (5'N tI ••••••,••• , ; • ! . hi, R 0 B E R FOSSAT'CI A S S O C I A T E S LO \SFl.TI \I; F; \(;I \I #:RS February 27, 1995 Scott Miller Architects 10306 NE 10th, Suite 110 Bellevue, WA 98004 \ ('RI(FF551u\ \I. SER\ II:F:S l7IRI'I IR 1TI((\ Attention: Mr. Scott Miller Reference: 94 -T -05 (Blue Star Motel) Dear Mr. Miller: ((RH) \ OHIO \ 141 II.IH \r HI)I sF:flly) \\ I EMT Sr. \ um. 1\ \till) \I;I()\ 4)A 1114 TF:LF:I'lll) \F 1219(1 i 21.111(1:1 F\ \: 12)1(i) 1 21.11?)) 111,5(11111 6 U)FlI. s1RRE . St ITF :2(12) 110 \ 011 I . 1 ' . I I \11 I I I 411+11 I:; TEF:I'l U) \I•:: 1H11H1 :ti(:4.lili4)4) I' \ \: 111(11(1 ,5 13.22110 RECEIVED CITY OF TUKWILA MAR 0 1 1995 PERMIT CENTER RFA #94102 -05 We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Structural design for site structures (including retaining wall, light pole base, sign pole base, etc.) has not been provided. 2. Provide design for elevator pit (slab and walls) as shown in Section 2 on Sheet A6. Include elevator impact loads as well as loads due to soil pressure. Indicate wall reinforcing and thickness as well as the required thickness of elevator pit slab on drawings. 3. Provide sections at planters shown adjacent to structure on Sheet A2. 4. Provide design and details for 6 foot high screen wall adjacent to refuse and recycle bins. 5. In many cases, the engineers stamp is illegible. Additionally, all sheets containing structural information must be stamped by the engineer of record (Sheets A6 and A8 require a stamp). Provide additional seals as required. 6. Shear Wall Notes #1 and 2 appear to be contradictory. Please clarify where each shear wall type is to occur. 7. Allowable shear values for nails in hem -fir stud wall framing must be reduced in accordance with Table 25 -K -1, Note 1. Revise page 3 of the lateral calculations accordingly. 8. Provide calculations for shear transfer at sill plate anchor bolts. Verify that bolt size and spacing shown on drawings are sufficient to transfer required forces. 94'1'05_4 .DOC 2/27/95 • 94- T- 05/94102 -05 February 27, 1995 Page 2 9. Reference page 2 of the lateral Structural Calculations. Wind forces govern for the first story plywood sheathing, however, it appears that the seismic loads have been used to compute maximum wall shear for this level. Revise as required. 10. Provide calculations for shear transfer at roof for exterior walls. Clarify 2x4 frame "every other space" as indicated on Sheet A3. 11. Provide design, thickness and reinforcing for retaining wall shown in Detail 3 on Sheet A5. 12. Indicate method of foundation ventilation, required by Section 2516(c)6. 13. Clarify "CS 300" as specified on Sheet A3 (both in Section 1 and in the Shear Wall Notes). Should this be a CS22? 14. It appears that the toe nailing shown in Detail 2 on Sheet A3 is not sufficient to transfer the required shear from the blocking to shear wall at level 1. Provide calculations for review. 15. Shear transfer mechanism is unclear at roof level in Detail 1 on Sheet A3. Clarify and provide calculations for review. 16. For Sections 4 and 5 on Sheet A5, provide minimum depth of foundation below undisturbed ground surface in accordance with Chapter 29. See Tables 29 -A and 29 -B. 17. Coordinate floor to floor heights indicated on Sheets A4 and A5, specifically with respect to the height between Levels 1 and 2. 18. Provide design for cantilevered floor joists shown in Detail 2 on Sheet A5. The exterior wall is also assumed to resist shear. Indicate shear transfer mechanism and check horizontal plywood diaphragm for applied loads and required shear transfer. 19. Provide structural calculations for typical load bearing stud wall. 20. Provide specific reference to the Soils Report (including date) in the Structural Notes on Sheet A8. In addition provide a note stating that all of the recommendations contained in the report will be followed. 21. The Structural Notes indicate that anchor bolts at pressure treated sill plates are to be 5/8" diameter, however the drawings indicate 1/2" diameter bolts. Coordinate and revise as necessary. 22. Provide horizontal diaphragm analysis for review. If plywood joint layout is critical, indicate required joint layout on the drawings. 4'1'0 4.NZ :/:.7/95 94 -T- 05/94102 -05 February 27, 1995 Page 3 23. 2x4 joist grades indicated in the Structural Notes and General Notes on Sheet A8 are contradictory. Revise as necessary. 24. Glu- laminated timber grades indicated in the Structural Notes and General Notes on Sheet A8 are contradictory. Revise as necessary. 25. Provide connection details for 5 -1/8 "x13 -1/2" glu- laminated beams at exterior hall /balcony. 26. Provide framing requirements (including all applicable connection detailing) at stair enclosure at south side of building. 27. What does the notation "diaphragm chord joist" indicated on Sheet S1 refer to? Provide details and supporting calculations for review. 28. Update the drawings to include information shown in fax from your office dated 2/24/95. Please forward a copy of this letter to the structural engineer, John Klima, and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office as required. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS:4 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 94TOS 4.Do(: 2/27/95 r--- CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION, SUBMITT DATE c).-.) PROJECT NAME ADDRESS buu E SpliZ. 14\ L** 111-400 .046110( 147 5 da-t/ CONTACT PERSON SCo7T PHONE ARCHITECT OR ENGINEER SCOT eMUZie /J�/hi LI PLAN CHECK/PERMIT NUMBER e7'/ - 01'19 1 4-, TYPE OF REVISION: sA,) Sfaucry /LezA s 0,4)4. /t /te-4,444g9 FdLt �rr &xo'eu / eqy 14?) Cl co/yes /Lt, on' SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 16 Db Baige.d 16 PA RECEIVED CITY OF TUKWILA 5 DD FEB 2 7 1995 PERMIT CENTER 3 4 .7 02/24/1995 16: 09 20646\4101 �.y1A S.Off • atewooc miller - registered architect 10 ;06 n.e. 10th street, suite 110, bellewe, washington 98004, (206) 455 -5549 54- � � a4 ft'kY311--frot icrn4) FL C1 AIM , 1 �a 55t-r2_, r'18 Uw 1ri rim. ►itoN Arts F046or -ro tJr o .) ix-H-ru) 6chti or ' 4 Oleft& GIf7411 -1°'' 2> sA (M.4 (F-L! VM 4 + P,e s tl✓7 ..1,4 (r a c GW'l.G 5 -t-o Or4y A4. 12 im5 6141 44SIiVGas) E ytc oT k.oce 66).1w1 C 0941611,1 64“0•0/ USG b X 14'01 CH or GrX+ es), E U.5,414(,1 St rn 50 G& 4 GG A r Ai... t -t wt po -r A gp e-yj- wl A.h.uec .r!0 PAGE 01 pOnt rr 0.01416 wlor on-i ra Later c • 14V-c-6 o" 1 I'V -04 tel"t04 # 1 11, 5662 /bZ /Z0 0 ID 4. 10 OPz. DATE RECEIVED CITY OF TUKWILA CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD FEB 2 1 1995 TUKWILA, WA 98188 PERMIT CENTER * RE ; PSI • N SUB 212_1 /6145 PROJECT NAME Lue EiTha Moi \ ITT ,14\ * ADDRESS 640 o IP At A ev_. 14 16141A)) Y C. CONTACT PERSON. PHONE cs- ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 2t±t", C) n9 TYPE OF REVISION: Ms Au 6 5 1R-on2---77) -Fuve, 4616-rh--1 s 'A)62 /Qeefe •41111gid -ro (3c SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMIT11,D TO: Bth CONVeiSATION RECORr TYPE: ❑ Visit ❑ Conference tit Telephone- 0Incoming Coutgoing Name of person(s) contacted or in contact with you: • 1'7E N W /c,5CN Organization (office, dept., bureau, etc.) C..SO/v i /$.5OC . CCN_5c,1 L7/ 4 .E /JCia Location of Visit /Conference: FOR OFFICE USE ONLY Telephone o.: 3?2- cc:aG SUBJECT: 7:3b/,,e. `7 4,2 u ?aCI, C Hi-i y rS SUMMARY: t-f, ,ID 4/1A /%li / 4-50A) , C / /J/ L.- eA)6 77-k E%■l Fe-e L. £esP624uS; /3/z. r }'' ,0 »?. 77/4-.7 5i ' i c re-/ DE- 5 i; /v •7 L7 L T /Z) /D/U 44k).0 L LJ; G 4, ,4r H15 OGiiN D/5Cf E77DA) 0,3 7 7 9 - 4 / L./CE/U5 5 , / 1 GJ /A) .5 O,G- Th'& T /oAs /$ C./ L / 7-4 7- "7-77/g / ov PA! ci C-/, C- 2 c - /7 C .ti-J 's-dt O- Gr/7.4-- PGt_, Signature: to . J - - Title: . 5 - . Date: ilZ 5I S� 1 JOHN A. KLIMA, P.1#. f ( i I Jots Na. %'47 e i7Dat P.O. Box 86$ � �,.. Issaquah, WA 9802 %0868 Title �l 61,E f`iCa ''L (206) 392 -6043' N S E ' • '.-' subject :.�� 51?U , � �' 1 (� (*Lc, 5:4 it,(:(.3110 " EIJTI .13 4 11( 20•4CO k;ISGT ; g no M,• 6 1re3 . r c9c-2,R cal L I .. �p re..cro , . `; ; 5s Sgxr lt: L .)5 4% k is ov.. A `5 i • RECEIVED CITY OF TUKWILA FEB2,1.1995 P Eiltv�IT dENTER W. ,..4NA+,.,:WK' JOHN A. KLIMA, P.B. P.O. 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PHONE HAD BEEN DISCONNECTED, SO I CALLED THE OWNER AND HE CONFIRMED THAT GOLDCO HAD GONE OUT OF BUSINESS. MR. CHO TOLD ME TO CONTACT THE ARCHITECT. I CALLED SCOTT MILLER ( ARCHITECT) AND LET HIM KNOW ABOUT THE 90 DAY EXTENTION ON THIS PERMIT APPLICATION. HE PLANS TO RESUBMIT AT THE END OF THIS WEEK OR PERHAPS THE MIDDLE OF NEXT WEEK. WILL STOP FOR REVIEW PRIOR TO RESUBMITTAL TO FOSSATTI. R 0 B E R T F A S S O C I A T E S CONSULTING ENGINEERS December 13, 1994 A PROFESSIONAL 1000 NORTON (BUILDING 110 SOUTI 1110TEL STREET SERVICES 801 SECOND AVENUE SUTIE 202C CORPORATION SEATPLE, WASIIINGTON 08104 I IONOLULU, IIAWAII 00813 7ELEPIIONE:(2001621 -1803 TELEPIIONE:(8081533.0000 PAN: 120(3) 021.0740 PAN: (808) 545 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 94 -T -05 (Blue Star Motel) Dear Mr. Griffin: RECEI\ "�.-' DEC 14 'tom COMMUNI. OEVELOPMEa'. • RFA #94102 -05 We have received information on the proposed project for review of compliance with the structural portions of the 1991 Edition of the Uniform Building Code. The submitted drawings, calculations, and responses are still very incomplete and in many instances contradictory. For example: 1. A vertical load analysis has not been provided. 2. Seismic forces in east /west direction have not been adequately resolved, particularly at window and door openings. 3. The General Notes (on Sheet A8) and the newly added Structural Notes are in many cased contradictory (i.e. design criteria; grade, species and allow- able bending stresses of wood members; plywood grade and nailing require- ments; etc.). 4. Designs for site structures (including retaining wall, light pole base, etc.) have not been provided. 5. Floor to floor heights shown in calculations are not consistent with those shown in Section 2 on Sheet A5. if 6. Sufficient connection detailing has not been provided. )51M950N 1.1441? 7. Additionally, it appears that the seismic masses assumed in the lateral design have been significantly underestimated - particularly with respect to tributary wall weights, sprinkler systems, double layers of gypsum wall board at ceilings, etc. In short, the information that we have received to date does not warrant the considerable time and effort that has already been spent in review. We would expect the construction documents to be more complete and more fully coordinated 4 ft 94 -T -05 (Blue Star Motel) December 13, 1994 Page 2 RFA #94102 -05 prior to issuance of a permit. We will not continue the structural review until instructed otherwise. Please refer to our prior letters (dated May 27, 1994, and July 21, 1994) for additional comments. Should you have any questions, please feel free to contact us. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli SBS /jw:3 cc: Scott Miller Architects 10306 NE 10th 44110 Bellevue, WA 98004 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0179 (511) aMmv AIM John W. Rants, Mayor December 9, 1994 Re: Blue Star Motel - 14420 Pacific Highway South Dear Sir: The attached set of building plans have been reviewed by •14(The Fire Prevention Bureau and are acceptable with the following concerns: 1. Fire hydrants are required as detailed in City )Ordinance #1692. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that ,/ no point of a building (around it's perimeter) is 72'71 greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose 72-"f( ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" -./7a,e vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) All required hydrants and surface access roads shall be installed and made serviceable prior to and during City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 7AIG the time of construction. (UFC 10.203, 204 as amended) Adequate fire flow availability will need to be l�lr demonstrated for this project. 2. An approved automatic fire sprinkler extinguishing G�/;,) system is required for this project. (City Ordinance l #1-6-4-6) /%yZ r• Hose stations are required for this project. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four 9g I( feet wide. (NFPA 13- 4- 4.1.3.2.1) 3/4/ All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval . of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance $i-&4-6) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi �c for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1.C1) Z 3. A fire alarm /7 system is required for this project. The / fire alarm system shall meet the requirements of NFPA 72 /W and City Ordinance # pi- All new fire alarm systems or modifications to existing systems shall have the written approval of /1' The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1-64-6) (UFC 10.503) (7f/z Where elevators require smoke detectors to initiate aar recall, the detectors shall report to a fire alarm 11 panel supervised by a City approved U.L. central station. (City Ordinance #1-6#"6)2 7 i. The installation of wiring and equipment shall be in t.K accordance with NFPA 70, Article 760, Fire Protective t Signaling Systems. (NFPA 72- 2 -1.4) Contact The Tukwila Fire Prevention Bureau to witness _ all required inspections and tests. (UFC 10.503) (City l t. Ordinance #1.64-6) /7( L 4. Your street address must be conspicuously posted on / the building and shall be plainly visible and legible from 1(1-7 the street. Numbers shall contrast with their background. (UFC 10.301(a)) 5. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for /1 each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel (7/ of to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so U( that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, l(c( they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) it Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA �� 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and °( halon type fire extinguishers shall be emptied and l subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) IV( Maintain fire extinguisher coverage throughout. 6. No point in a sprinklered building may be more than 7.6d 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an 26(l( occupant load of 50 or more. (UBC 3304(b)) JbS( 2. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Manually operated edge or surface mounted flush bolts 'zztt and surface bolts are prohibited. (UFC 12.106(c)) Exit hardware and marking shall meet the requirements 2lot of the Uniform Fire Code. (UFC 12.106-12.111) 7. When two or more exits from a story are required, exit signs shall be installed at the required exits and where 2ltid otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other , symbols on exit signs shall be in high contrast with 2(yt their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) When two or more exits from a story are required and ;( when two or more exits from a room or an area are 7,i'2( required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level / exit signs which are internally or externally illuminted, or self- luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 ..�........K .. � , n...... �. , ��a�d#�� . ti�3 '.'.`o °.'� "..'L;.�.S.a�3,'^^;: r:�..T.':�'4.,:•.4i:1<'.'< w' 4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 lit'�r''ICi!tvs,;•;;:j.. Page number 6 John W. Rants, Mayor inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less Ki than 1 foot candle at floor level. Fixtures required 2)01 for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 8. All electrical work and equipment shall conform (3 -,r� strictly to the standards of The National Electrical Code. (NFPA 70) 9. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop 7��,A partitions and roof coverings shall be maintained as /v specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. 77-( The maximum flame spread class of finish materials ?(2t used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. RETAKE OF PREVIOUS DOCUMENT City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor Exit doors shall be openable from the inside without r the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when 2f the door handle is engaged from inside the tenant space. Manually operated edge or surface mounted flush bolts '2'( and surface bolts are prohibited. (UFC 12.106(c)) Exit hardware and marking shall meet the requirements 2101 of the Uniform Fire Code. (UFC 12.106 - 12.111) 7. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with 7,0/ their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) When two or more exits from a story are required and ' when two or more exits from a room or an area are 7,Z�( required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) When exit signs are required by The Building Code (see r U.B.C. section 3314(A)), additional approved low level /pf exit signs which are internally or externally illuminted, or self- luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 6 John W. Rants, Mayor inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required 21/ for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 9. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop ?DG„1 partitions and roof coverings shall be maintained as 0/v specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) 7dle When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. The maximum flame spread class of finish materials ,?(2( used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) This review limited to speculative tenant space only - 9 special fire permits may be necessary depending on detailed description of intended use. City &f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 3i) 6f Page number 7 John W. Rants, Mayor Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 4("//77--0- The Tukwila Fire Prevention Bureau. cc: T.F.D. file ncd City of Tukwila John W. Rants, Mayor Department of Community Development November 29, 1994 Robert L. Brame Goldco Development, Inc 31205 Pacific Hwy S. Federal Way, WA 98003 Dear Mr. Brame Rick Beeler, Director Re: Your Extension Request for Tukwila Building Permit Application #B94 -0179 A 90 day extension to the above reference permit application is hereby granted. Rationale for granting this extension is that there has been no major code revisions adopted since the time your permit application was originally submitted that would have any affect on your project. Please be advised this is the only extension that will be granted for this permit application. If the permit is not issued by February 27, 1995, application #B94 -0179 will become null and void on that date. If you should have any further questions on this subject please feel free to call the Permit Center at 431 -3670. Sincerely, /1■444a V/4( Building Officia ..r 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.0070 • Fax (206) 431 -3665 C }� r5ate' ' 29- Nov -94 09:55 From: DIANA -P (DIANA PAINTER). To: DUANE Subject: blue star waiver Application -name: MHS Message -id: ACFADA2E01AEAEAE Duane - I couldn't find anything in the file for this project about the waiver expiring - it wasn't in the conditions either. The ordinance expires, but not the waiver, as far as I could tell. n'a CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVS! SUB`::' ITT DATE VAOU -Q.m \-Q.Y ca3, PROJECT NAME 6i-tay 1Y) o-k- -6 • IAN RECEIVED CITY OF TUKWILA NOV 2 31994 PERMIT CENTER ADDRESS L'11-4 O�O Qo A-€ l C. j S CONTACT PERSON - Sr oi\Q . PHONE q ! V! (1 D ARCHITECT Q -P' T"�� r�'0` 1 ' l I l.Q vi -vxe x rr l..it PLAN CHECK/PERMIT NUMBER (2)(11-1— Q 11' TYPE OF REVISION: S-��j utp rn'r-tko..1 p pion 0241 1 Qua k -e dote Ma3 Q (0, lqq u . RQ Y P-0S a P\‘-'30C.2( 0, I I-acb- U . d43 SHEET NUMBER(S) (l t'\ c , 1"\3) M j 5, IN ) �� NS) SI J s5c L "Cloud" or highlight all areas of revisions and date revisions. SUBMITTfl ,D TO: f53b eliect 1 o G Quality Builder & General Contractor' GOLDCO DEVELOPMENT, INC. November 23, 1994 Duane Griffin Building Official City of Tukwila 6300 South Center Blvd. Tukwilla, WA 98188 RE: 90 days extension Building Permit Application Blue Star Motel B94 -0179 Dear Mr. Griffin, 31205 PACIFIC HWY. S. SUITE (2ND FLR) FEDERAL WAY, WA 98003 TEL:(206) 946 -6188 FAX:(206) 946 -1768 cm( OF�TW(WIIA NOV 2 8 1994 PERMIT CENTER As per our phone conversation 11- 23 -94, we are requesting a 90 day extension for the Blue Star Motel building permit application submitted 5- 11 -94, for the following reasons. 1. Owner's application for financing was not approved until the first week in November. 2. There were many disagreements between the owners Architect, Scott Miller, Structural Engineer, John Klima and the structural plan checkers, Fossatti Associates, that led to numerous delays. 3. The Public Works Department did not clarify its street improvement requirements to the owners Civil Engineer, Dean Wilson. 4. City did not send formal notification of expiration of permit application. We did receive calls from city asking about application progress, but no calls specifying date of expiration, until after application had expired. All revisions for architectural, structural, and civil work will be submitted by Monday, November 28, 1994, at the latest. The owner has assured me that financing has been completed and is very anxious for construction to begin. Please grant our request for a 90 days extension for Permit Application. Robert L. Brame Project Coordinator Goldco CON ( :RSATION RECOR FOR OFFICE USE ONLY DATE: 3_942iRsnkajaY I` i u boitst- 0 ncl TYPE: DAY: N TIME: Q'. p.M AIEDSAT ❑ Visit ❑ Conference ,'Telephone— °Incoming 'Outgoing Name of person(s) contacted or in contact with you: Koh/LTA- Sr A L__ Organization (office, dept., bureau, etc.) Telephone No.: GI r Location of Visit /Conference: SUBJECT: Su“d■r13 �P- er�n'rk 1\pPl iCl +Ion -Fol lobo- lip SUMMARY: Nnw_ P a • ' a . • . &S., i gq w • -2_ d 1 perch -P �� h i r1 i 6h- a 41e)-(2_, rte. u i on 0,r\A ` CAS ., n O 0 w r\ Q y paas 4c , u C_ ► �`2 Y� w 11 rater ran . 1-k-€_ c) u W-Q. rr ___hll\i . - d2., r.e_v \ 3 arNS Ub 06M -fin -Q.-- -QrC C* -Qk--e r b-Qr I I I'-! -q t1 Corti-aae Rotzert frcxsrw. -t-e_ 6h-)ul� 1/40 Q k Q./LK C kA- tt -qui _ fie- 6W LK)ovtot hk\JQ_ r.Qv 161 Orly .v‘o mi* d b C.).(2 da i ) -- Q` -a � 5 l �� (D.3 ~ 9 LI R.zv i 3 KKn P\ i 11-e.r. 8 MEMO To: File B94 -0179 From: RSB Date: 28July94 Subject: Meeting.w/ architect & Project manager for Goldco Construction. In attendance: Scott Miller, architect, Bob Brame, Project Manager for Goldco Construction. Meeting was scheduled to review the comments of my letter of 26 May 94 and the comment from the structural review by Fossetti & Associates. Reviewed all of the non - structural comments item by item. I indicated the items that I wanted to see on plans and we discussed the issue of areas of evacuation assistance and the proposed alternative. Bob Brame brought a "draft" letter proposing the exception to this code requirement. Secondly, we reviewed the structural response to Fossetti's letter and I pointed out three items that were not responded to. In addition, a third item, I suggested, may not have been responded to completely. Bob Brame indicated that he had not resubmitted the revised sheet A -8, with the latest submittal_ of revised plans. This would have represented several of the outstanding comments. Conclusion: Scott Miller was to revise the plans and add the necessary information. I told him to submit two copies to Fossetti and one copy to me so that I could continue the routing. The additional copies were required do to, the fact that the structural and architectural drawings have been combined . i.e. there are no separate structural sheets. Scott also asked if it was O.K. for the structural engineer to call Fossetti's office direct if he needed a clarification to a comment on the structural. I told Scott to call me first and I would call Crystal and let her know first. Told Scott to "wet stamp" all drawings. i.luality Builder & General Contractor' GOLDCO DEVELOPMENT, INC. July 27, 1994 Bob Benedicto, Sr. Plans Examiner Mike Alderson, Fire Marshal Department of Community Development 6300 South Center Blvd. Tukwila, WA 98188 31205 PACIFIC HWY. S. SUITE (2ND FLR) FEDERAL WAY, WA 98003 TEL: (206) 946 -6188 FAX:(206) 946-1768 0"-‘r-c RE: Fire -Life Safety Emergency Plan for Blue Star Motel, 14400 Pacific Hwy, s., Tukwila, Washington Dear Mr. Benedicto, Mr. Alderson; W.A.C. 51 -20 -3104 SEC 3104 (a) Requires areas of evacuation for all required exits that are not accessible. The stated exception to this rule states that in addition to a automatic fire extinguishing system installed in accordance with U.B.C. standard No. 38 -1, provided with quick response sprinkler heads used where allowed by the standard, that a written fire and life safety emergency plan, for the evacuation of persons with disabilities may be approved by the Bldg. Official and the Fire Chief. Mike Paddock, Washington State Fire Prevention Services 206 -705- 6784 said that a Fire -Life Safety emergency plan for persons with disabilities should have four basic elements. 1) Each H.C. Accessible unit will have the exits and exit route diagramed and posted on the inside face of the entry door to each H.C. Motel unit. 2) Staff members will be periodically drilled on there responsibilities and plans of evacuating persons with disabilities in event of fire. 3) The plan of evacuation and exit route will be clearly posted in the motel office and updated if revised. 4) Plan of Evacuation In event of fire, staff will go directly to H.C. Unit #7, level 2; and the H.C. unit #17., level 1. Staff will assist all disabled persons to exit away from the source of fire, until rescue by the Fire Department. If it is judged by staff that rescue by fire department will not occur in time staff, must attempt to exit persons to grade by all safe means possible. The owner, Young Cho; agrees to all general and specific conditions required by this plan. Sincerely, Young Cho Owner /Blue Star Motel t R O B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS July 21, 1994 A PROFESSIONAL. 1000 NORTON BUILDING 116 SOIITII IIOTE:I, STREET SERVICES 101 SECOND AVENUE SUITE 202C CORPORATION SEATLE, WASHINGTON 08104 IIONOLUTA1, IIAWAII 96813 TELEPHONE: (2061021 -1803 TEI 1091ONE: (808) 533-6(199 FAX: (206) 621 -0740 FAX: (808) 5.15 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 REG 1VED JUL 2 21994 { ;umtviUN►N or' V ELOPMENT Attention: Duane Griffin Reference: 94 -T- 05/94102 -05 (Blue Star Motel) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. The revised drawings, calculations, and responses are incomplete and do not respond to the basic issues in our May 27, 1994, letter. The types of problems are as follows: drawings are missing from the resub- mittal; the architectural and structural drawings do not fully respond to the response letter; responses do not address the comments thoroughly; calculations are incomplete or are too general; sufficient detailing is not provided; etc. As noted previously, our comment letter was only intended to serve as a guideline, however, the responses did not go beyond the general issues raised. The applicant should refer back to our May 27, 1994, letter and provide an itemized, detailed response to each comment and provide calculations as necessary to complete each issue. A response similar to the one just received cannot be reviewed. Resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry -' al Kolke CK /jw:2 cc: Scott Miller Architects 10306 NE 10th #110 Bellevue, WA 98004 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA JUL 18 1994 PERMIT CENTER * REVOS N SUB r' `' ITTAL * * .746' -1Y PROJECT NAME ADDRESS ! D 0 � �-' ' s • C i4 cf3'f Ot d AS t-ag PHONE Cf 4t6e' gie 8P-1 ARCHITECT OR ENGINEER SCvT /f (L'1 PLAN CHECK/PERMIT NUMBER eri l" 0 I-1 9 TYPE OF REVISION: (3 4-L74 f S J 72'`-c'rei s /r ,7 CONTACT PERSON SHEET NUMBER(S) A 2/ Ato A'5 A6/, �%/ 5/, �Z "Cloud" or highlight all areas of fevisions' and dat /revision' / r SUBMITTED TO: C3 ''ea'' eh e% p i .• • 4 : r; JOHN A. KLIMA, P.E. ; P.O: Box 868 ' i .Issaquah, WA 98027-0868 ; (206) 392-6043 ' Job Nott■Zr5S5_pate /13/ Li:( :1 of ) ; • • : • ct. • ; Title SrArrt.i H o . ,pu5-t.70):35 suuject 4.b i5er;i0 P5 A 1( .13 . A .-5Hott, ,-iiscv-c--p ; . ,Lti(q-t;t$, I1S fi..2.-16t.;rL,11 'TO 1+CILQ t+C-AIL : :(4/ Ce,N,K.) 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(aE•4 ke,i7t fripo-rra04.1-,7 pi ‚0' tt i'2*f 1 .1 1. •i. 1 j !• R O B E R T F A S S O C I A T E S CONSULTING ENGINEERS May 27, 1994 A PROFESSIONAL 1000 NORTON BUILDING 110 SOI.'TII I IO1EL STREET SERVICES 801 SECOND AVENUE SUITE. 202C CORPORATION SEATTLE, WASHINGTON 00104 HONOLULU, HAWAII 06813 TELEPIIONE: (206) 021 -1803 TELEPHONE: (008) 533 -6699 FAX: (206) 621.0740 FAX: (808) 545 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 94 -T- 05/94102 -05 (Blue Star Motel) Dear Mr. Griffin: (51L1- 0119 iVED NAY 3 11994 .- LOPMENT We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Please note that the drawings and calculations are too incomplete to provide a meaningful review. We have, however, provided some comments, the majority of which are only general in scope. Our comments do not specifically address every issue that needs to be provided; they only serve as guidelines to follow. The drawings and calculations should be completed and revised as necessary then resubmitted for our review. 1. The Structural Notes are incomplete and incorrect in numerous instances. They should be revised and completed to incorporate the following. Please note that the following list does not set the limits as to the only necessary requirements; it is only a guideline. a) Indicate the accurate design criteria for this project. Include: roof and floor live loads (itemizing loads at floors and exit facilities per Table No. 23 -A); wind speed and exposure used for design (a 20 psf wind load is incorrect per the calculations); and a soils report reference. b) Specify air - entrainment requirements for concrete per Section 2604(b). Indicate water - cement ratio; see Section 2605(e). c) Identify grade of reinforcing bars to be used. Concrete cover at reinforcing should be specified per Section 2607(h). d) Note that bolts are of at least A307 quality. e) Specify Grade and Species of all wood members to be used. Note 1118 under General Notes needs to be clarified; explain what KDH means. List plywood Grade, thickness, panel span rating, and nailing for roof, floor, and wall sheathing. • 94- T- 05/94102 -05 (Blue Star Motel) May 27, 1994 Page 2 g) Provide specific information to show compliance with Section 2516 regarding general wood construction requirements. Include: under -floor clearance dimension, note that wood in direct contact with concrete will be treated, foundation ventilation, fire blocks, draft stops, and nailing information and requirements. h) Provide typical framing notes. Note blocking, framing condition at supports, doubling of joists, typical attachments, hangers, etc. i Reference the Simpson Company for the connectors called out and indicate that connectors will be installed per manufacturer recommendations. j) Note #7 under Concrete Walls is incorrect and needs to be removed. k) The notes under Concrete Footings are basically incorrect and do not apply to this project. Revise completely. 1) Address any premanufactured items that may be used such as trusses. 2. Provide a complete vertical analysis of the project. Check beams, headers, columns, studs, trusses, foundations, etc. and completely detail the drawings to show that loads are carried to the foundation. 3. Table No. 29 -A requires a 10" thick foundation wall where three floors are being supported by the foundation. 4. Complete the drawings to show a load path for lateral forces from the roof to the foundation. Additional detailing is required. 5. There is no means of transferring lateral forces from the roof sheathing to the top plate of walls. Where trusses are perpendicular to walls., the walls must continue to the roof or some method of blocking must transfer lateral forces. Where trusses are parallel to walls, sheathing on the trusses must be provided or the trusses must be specifically designed to transfer the applied loads. 6. At interior walls between units where resilient channels are being used, both sides of the wall require gypsum sheathing per the structural design. How will loads be transferred at resilient channels? 7. On page 1 of the calculations, specify the Rw factor used for the seismic design. 8. We are concerned with lateral forces in the east /west direction. Page 3 of the calculations evaluates two units which, combined, provide 23 feet of shear wall. Please clarify where the 23 feet of shear wall are derived from. Were the openings in the south wall considered? It does not appear that the south wall was analyzed correctly. Clarify and revise as necessary. A.• 1r :i4 94 -T- 05/94102 -05 (Blue Star Motel) May 27, 1994 Page 3 fat %. W ..V_ 9. Provide a lateral evaluation of the office and utility /elevator area. 10. Completely analyze the stair towers for lateral and vertical loads. 11. When checking overturning effects caused by seismic loads, only 85% of dead loads can be used to reduce uplift per Section 2337(a). 12. Provide calculations checking horizontal diaphragms for adequacy. Clarify nailing at all conditions. 13. Provide diaphragm chords and drag members as required. General requirements are outlined in Section 2513(e). 14. A superstructure -to- foundation connection is required to transmit adequate forces to the foundation per Section 2910(c). Specifically, we are concerned with the foundation support at shear walls between units at the crawl space area. How are lateral and uplift forces resolved? 15. The soils engineer should comment on the appropriateness of using the proposed foundation system and identify the expected total and differential settlement per Section 2905(c). 16. Provide minimum reinforcing at foundation walls as required by Section 2614(d). 17. All drawings containing structural information need to be sealed by the engineer of record. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. 4.1/ Crys al Kolke CK/ jw:1 cc: Scott Miller Architects 10306 NE 10th #1110. Bellevue, WA 98004 Co Fti May 26, 1994 Mr. Robert Brame, Project Coordinator Goldco Development, Inc. 31205 Pacific Highway South Suite K Federal Way, WA 98003 Re: Blue Star Motel, Permit application B94 -0179. Dear Mr. Brame: Your permit application has been routed to our consultant for structural review. This review is being done concurrently with the separate review(s) by Building Division, Fire Prevention Bureau, Planning Division and Public Works Department. The initial review has been completed by Building Division and additional information and/or clarifications to the plans will be required to show compliance with Tukwila ordinance. The following comments are applicable: Various building wall sections are detailed on sheets A -3, A -5 & A -6. Please submit floor plans with all wall sections and details keyed to the plans. 2. Provide the "listing" for the required one hour fire resistive assemblies of walls and floors. Floor assemblies that provide separation between units must also provide the sound transmission control prescribed in UBC Chapter 35. The listing must show at least equivalence to the requirements of Chapter 35. 3. Detail 2/A -3, shows a detail of a typical "party wall" construction. Provide the listing for fire resistance and sound rating of this wall. Show typical draftstop construction at each party wall as prescribed in UBC Section 2516, (f) B, (ii). Construction of draft stop shall be in accordance with UBC 2516 B, 5. Provide the listing for the required one hour fire resistive floor assembly for the exterior exit balcony. Note: eliminate attic ventilation opening from the ceilings over the exit balcony. Ceiling at exterior exit balcony must provide one hour fire resistive rating. Provide detail of this required construction. Mr. Robert Brame Goldco Development, Inc. May 26, 1994 Page 2 6. The hallway providing egress to guest units 1 through 6 does not provide for the prescribed 50% open exterior wall area to qualify as an exterior exit balcony. Consequently, the requirements for a exit corridor are applicable. As this will require various provisions of UBC Sec. 3305 (g) & (h) a revision to the design of this area will be required. In addition, an accessible dwelling unit is indicated as Unit #1, and therefore the lower level corridor must meet all of the requirements for an accessible route of travel, (areas of emergency evacuation assistance etc.). 7. Label on plan the designated "Accessible" units as required by UBC Chapter 31, Table 31 -C, and the units designated for the hearing impaired as required by Table 31 -D. Note on plan or detail as required all the requirements of units for the hearing impaired. Refer to Sec. 3103 (a) 8,C. 8. The proposed area of evacuation assistance has specific detailed requirements. Openings to the interior of the building located within 20 -feet of the area for evacuation assistance shall be protected with fire assemblies having a three- fourths hour fire protection rating. Review proposed design and indicate on plans the requirement and how it will be accomplished. 9. The stairs adjacent to the area of evacuation assistance must have a minimum of 48- inches clear between handrails. Indicate this requirement on plans. 10. The manager's office must be made accessible to the physically handicapped, this includes access to both sides of the desk (counter) and to the toilet room. Revise plan as required to show accessibility. 11. Stairs shall comply with the provisions of UBC Sec. 3106(i) 1,2,3, &4 and UBC Sec. 3306 (a) (b) (c) (g) & (i). Show these requirements on detail 3/A -6 or elsewhere on plans. 12. The (central) exterior exit stairs shall comply with the requirements of UBC Sec. 3306 (k). Show compliance by indicating the openings that are required to be protected and noting the required 3/4 hour fire rated assemblies. 'c:: `' ;':'•v . , .: °. Y i.✓ Y: i i.i.rH`et' y'. 6 . �., .4 �., ... ... .. Y . SS. i Mr. Robert Brame, Goldco Development, Inc. May 26, 1994 Page 3 13. Provide general note (on plans) which states the method of compliance with the Washington State Energy Code. In addition, list the required installed thermal insulation for all components and the required U- values to be labeled on windows and doors per WSEC Table 6 -2. 14. The Washington State Ventilation and Indoor Air Quality Code has specific requirements for outdoor air requirements. Bedrooms are required to be provided with a minimum of 30 cfm. Show how this will be accomplished for each guest unit. 15. Provide general note to state the required piping insulation in accordance with WSEC Sec. 503.11. t' 16. Architectural and structural drawings are sealed and signed by the architect. The structural lateral analysis and calculations are sealed and signed by a professional engineer. Since the calculations are the basis for the structural details on the plans, the same individual responsible for the structural design must seal and sign the structural drawings. Please clarify who is responsible for the structural design and have that individual stamp and sign both the structural drawings and the calculations. Please have your architect respond to the noted comments in itemized letter form and submit two copies of revised drawings that develop. Since there will be revisions to the plans, anticipate additional review time by Building Division. If you have any questions, you may call this office, weekdays between 8 :30 AM and 5 :00 PM. Sincerely, Tukwila Building Division Robert Benedicto, Sr. Plans Examiner LDC&.1 R •; :946 -1768 , TEL :1 -2t 946 -6188 c •11;11, i 111 5l_.' City of Tuk14'iia• May 27 94 10 :06 No.001 P.02 ' Department of Community Development 6,1994 Mr, Robert Mrilme, ! c , Project Coordinator. . Ooldoo Development, Inc.,' 31205 Pacific Highway So ;Suite K ! ' ' Pederal Way, WA 98003 ,Re: Blue Star Motel, Penult Appilcation B94-017P, ;pear Mr, Brame: I i ; Your permit application has been routed to our consultant fbr structural review. This review is being done concurrently with the separate review(s) by Building Division, Fire Prevention Bureau, Planning Division and Public Works Department. John W. Rants, Mayor Rick Beeler, Director CITY OFETUKW+LA JUL 1 3 934 PERMIT CENTER • ' The initial review has been completed by Building Division and additional intbrmation and/or clarifications to the plans will be required to show compliance with Tukwila - ordinance. The fbllowing,comments are applicable: 'S h' '47 . Various building wall sections are detailed on sheets A -3, A -5 & A -6. Please I . submit floor plans with all wall sections and details keyed to the plans. ?t;a sevt Z44i, 410ae �po4'141L. rt-ltvi7 A Norrr5 -fo `-1-bye' 4trztrt,a/ !'#«n�w6 'doe AZ t il's - r}o4en So�l� ��rra�c�,� r, I►! ► ' Provide the "listing" fbr the required one hour fire resistive assemblies of walls and <.,l 't floors. Floor assemblies that provide•separstlon between units must also provide the \v gt' �y' sound transmission control prescribed in UBC Chapter 35, The listing must show at least ' GP r , equivalence to the requirements of Chapter 3 5, �.,1 � , e9 q P �P�v� (�� CniuStrcv�:tlo►.0 f{�9yvo�►,cx�k �t.-00.0. l6 em /bud ' 37 I H12 - sv 11c Gs /WP:11 . Aai `Afrvi g n ' ' CD 1 Fill. 5 TC, so '5; 3. Detail 2/A -3, show. a dbj1l ofa typical "party weal" construction. Provide the listing ibr lire resistance and soundsating of this wall. Show typical draftstop conetruotlon at each party wail as prescribed In UBC. Section 2516, (f) 13, (11). 5ulLo1 1.J(# 1 s 5 p1 -1 N 14-1.t:r3 Conetructton of draft stop shall be in accordance with UBC 2516 B, 5. • ' l'''',', , 2..A3 15• ,FM• SmLvw44*I * ;Pei )'Zk a L'y r AU 4S q /k(o ,'J i e' moat. 10,<./.1 des) ih Co :, r i r°c' '1 0� d'f v cn.i'1o.. e. ics'i -i .I cr, ,4, Provide IA listing fbr tie rewired one hour are resistive floor assembly fbr the exterior exit balcony. Note: eliminate attic ventilation opening from the cel ings over the -exit balcony., V.A VA , kfie414 v mot' 1 7-1 -rah s etiLL94 - koo / iM 0. At 4 i" ,, •5, ' Ceiling at ex ' exterior exiibslcony must provide one hour fire resistive rating. Provide f ! IdetaU of this required construction, 6300 Southcenter Bout vera4 Suite #100 • itrkwIla, WashInston 98188 • (306) 431%9670 Ftsx. (206) 431,9665 . , !!;;;;; i !.,' ; . ■ ' . ■ . ' 4768 ''' ?46i- , ■., , May 27 94:, 10:09 No.001 P.04 . 6: •• . ; The hallway providhrg egress to guest unite 1 through 6 does not provide fbr the „praicribed SO% open exterior ,wall area to quill* as an exterior erdt balcony. .;rtonsequently, the requirement fbr a exit corridor ere appLiceble. M this will require i various provisions of UBC Sec; 3305 (0) & (h) a revision to the des* of this area will !pal- ,,trt.4, be required. In addition, an accessible dwelling unit is indicated as Unit #1, and therefbre ;1. ii-Yr.s: : • the lower level corridor must meet all of tit° reqUiremeets fbr an accessible route of travel 'A 14 ft- 'Cee4)$11 (areas of emergency evacuation istance eta). A-L-11-0(4 to 0 -ripaltc. is A C.... 11--e c; , (1:. a•te-T- freLredX0 _ TT) / itre-ic, 0.46, 4 or . iT fr15 , 1 . .. .. 5 p4 7.; ' Label on plan the designated "Aciceosible" units as required by UBC Chapter 31, — ! . ' 1- • Table 31-C, and .the units designated for the hearing impaired as required by Table 31-D. ' •;./. 1 ; ,.. Note On plan or detail as required all the requirements of units fbr the hearing impaired, i • Refer to Sem 3193 (a) 11,C, LAttaArop 4c, .1-111) 'TA, , i Ci, • 1 (, ! .■ . The proposed area of evectuttionassistance has epeollia detailed requirement. ' ; ; ; • Openhige to the interior of the building located within 20-feet of the area fbr evacuation assistance ll be protected with fire assemblies ing a three-tburths hour fire protection rating. Review proposed design and indicate on plane the requirement and • 1 ' how It will be accomplished. /t-ooev .tem st+7. AI,. ;• 1 ;I :;,. 1 I. i' '1;1;1. ;. ), I ' ;;.,,,11 ,,, • .1;, . AX:946, - -176•; 111:TEL:1 u6.-946.-6188 1 ; , ;:!;1 'i-t •;,I, P.'..fl.:', ; li „.i'lt::.141,', ".1 . ,,,,i ''!")1; !'i 1 1,1,s't ' • f 1! ..1 ,,,, il I: il i .., lie • ' ,,, . 1 1 4.4 i 1 111 1 l: id!, 1.. ,,,.. prame• 1 1 Goldoo DeveIopmnt, 'Inc t 1994 f 1 asp 3 ;: ,,11 l; 1V1,0 26, ,..; ,,•i• ll'il .'1,/,0.1 13, ' '1;PrOvide gsieta1 . n te (on, plane), ::;,, , ' ., ; • ,Washlegtott State BnergY •Code4.In addition, Ilst the required installed thermal Insulation , • 1,, fbr all cotnponents and the required U•vidues to be labeled an windows end doors per ., .WSBC Table 6-2, i AvO • ; ,i. 407, ., , . Al 11.;IT ,l,•'..1' 1.4; ; . , , i! gi. .„'.' '1' P j 11 . •;111I'; 11 • 14. The Wihinton State Yent' uat1,i;:..i1i ; It :ILeIn' ' d • Indoor ; • A lr Quality i Cole has specific 1 • requirements fbr outdoor air requiremetiti, , Bedrooms are required to be provided with a I I'minimum of36 cftn. Show how this will be accomplished fbr each guest unit. am) IT i-ro, f4-11110' . Aivrova. kr 5:0 bole 1,141/4) ic ,,, - v II-4-ii.... L-1 ,,otA) I.', ,t.• ; t-P kU e : . Pg-tt 0 AA LLOC? M•tene.5 1494+ 614-14e. 'UP 01 r-s 15, Provi de 'general note to mate the required piping insulation in accordance with •WSBC Seo, 503,11, ' frooeo . et-42 e+r, ifl, • , , , „ , ( ,:;', , r, • .iii t, c'il., i : 1. ,..1 : ;.; . ,. , 1 • . , I }•1, il ; . 1, ' ,.11% ,* 16, : ,.!,, Azchitectursi end structural drawings are sealed and signed by the architect. The !,•,•,,, ,,, • structural lateral analysis and calculations are sealed and signed by a professional engineer. . . , ;•.: ', , ,. Since the calculations are the bads fbr the structural details on the plani, the same individual responsible fbr the structural design must seal and sign the structural drawings. • ' ',I i Please clarify who is responsible fbr the, .structural design and have that individual stamp • . • and sign both the structural drawings and the calculations. swilve0.%, .frovo, , -to glcIA) ,'Il Please have your architect respond to the noted comments in itemized letter fbrm and submit two copies of revised drmings that develop. Since there will be revisions to the .!! R 0• B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS May 27, 1994 A PROFFSSIONAI, 1000 NORTON BUILDING 116 SOITII HOTEI. STREE1• SERVICES 801 SECOND A%W UE SUITE 202C CORPORATION SEATTLE. WASHINGTON 06104 HONOLULU. HAWAII 96813 TEI.EPIIONE:12061621 -1603 TF.LEPII(INE: (80))) 333 -ti6JO FAX:12061621.9740 FAA: 18081545.2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • Attention: Duane Griffin Reference: 94 -T- 05/94102 -05 (Blue Star Motel) Dear Mr. Griffin: RECEIVED CITY OF TUKWILA Nov 2 3 1994 PERMIT CENTER We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Please note that the drawings and calculations are too incomplete to provide a meaningful review. We have,'however, provided some comments, the majority of which are only general in scope. Our comments do not specifically address every issue that needs to be provided; they only serve as guidelines to follow. The drawings and calculations should be completed and revised as necessary then resubmitted for our review. 0.1 1. The Structural Notes are incomplete and incorrect in numerous instances. They should be revised and completed to incorporate the following. Please note that the following list does not set the limits as to the only necessary requirements; it is only a guideline. a) Indicate the accurate design criteria for this project. Include: roof and floor live loads (itemizing loads at floors and exit facilities per Table No. 23 -A); wind speed and exposure used for design (a 20 psf wind load is incorrect per the calculations); and a soils report reference. FIOOL O rtbit5 A CaRC ECtio%4.'. ID LA-TAB - Po-hn rLilotftt A'1`t•K1U- ez srabc 'u/1.4o N , •b) Specify air - entrainment requirements for concrete per Section 2604(b). Indicate water - cement ratio; see Section 2605(e). JO A•Ig. t'AttriK11 ni erur. c) Identify grade of reinforcing bars to be used. Concrete cover at reinforcing should be specified per Section 2607(h). C4n5. N eIs sy (to ma ,fL, rW l ey As c..112CAL A S Co I.2ewT 2 COG< rc. n)oTO w MAW. �V d) Note that bolts are of at least A307 quality. P (Vdoeo .uar'e sift Pis e) Specify Grade and Species of all wood members to be used. Note 4118 under General Notes needs to be clarified; explain what KDH means. 2t+/I set) s *r /9 41 4- roecWW A•rrr*crUC" crructuivkkL rtx rc�� f) List plywood Grade, thickness, panel span rating, and nailing for roof, floor, and wall sheathing. ��'t' ' ek. X111 14)C06.0 S 41 G tr trtiedt, rl)o ry 1 94 -T- 05/94102 -05 (Blue Star Motel) ,I f May 27, 1994 Page 2 g) Provide specific information to show compliance with Section 2516 regarding general wood construction requirements. Include: under -floor clearance dimension, note that wood in direct contact with concrete will be treated, foundation ventilation, fire blocks, draft stops, and nailing information and requirements. P( 0 N 0 rev S:;r' pa Asp s.2 A) elk, S triAd CrU 1-0 /C9-0 h) Provide typical framing notes. Note blocking, framing condition at supports, doubling of joists, typical attachments, hangers, etc. See: wl:W ct2()[- 7-0FJ, /...L 1401 l:`i i) Reference the Simpson Company for the connectors called out and indicate that connectors will be installed per manufacturer recommendations. SI 5oou CO 44 p44hUy AL Avg. -at./ .Vo•rtr � - �kL.0tG ruoTe* s air A'S A42 '0 t•'1 , (4-c, j) Note #i7 under Concrete Walls is incorrect and needs to be removed. k) The notes under Concrete Footings are basically incorrect and do not apply to this projcc_ -A Revise completely. 5IG,, %1E I '°�7 •c- %0 5 m IR. wo-re 1) Address any.premanufactured items that may used such as trusses. Thu OW No-1- M -r ,U l4) c�1e,� Otil,e41, et,a1L/, . Provide a complete vertical analysis•of the project. Check beams, headers, columns, studs, trusses, foundations, etc. and completely detail the drawings to show that loads are carried to the foundation. M 3. Table No. 29 -A requires a 10" thick foundation wall where three floors are being supported by the foundation. kallst; o ,45 y._4( Pi 4. Complete the drawings to show.a load path for lateral forces from the roof to the foundation: Additional detailing is required. S Pu&w c-s4w, Q• Is,L;o g• St rio,i s1 -tabi ut CG014/ILOC V, 5. There is no means of transferring lateral forces from the roof sheathing to the top plate of walls. Where trusses are perpendicular to walls, the walls must continue to the roof or some method of blocking must transfer lateral forces. Where trusses are parallel to walls, sheathing on the trusses must be provided or the trusses must be specifically designed to transfer the applied loads. ,ij W C•c41 -fr Q- 6,V1S0b SuciioAd5 . 6. At interior walls between units where resilient channels are being used, both sides of the wall require gypsum sheathing per the structural design. How will loads be transferred at resilient channels? AiDOit.1to L A& t. fL oI 6t4g 0Ir'CirLy YV S7O CNo , RG at-OWrGN STho vLOA. K 7. On page 1 of the calculations, specify the Rw factor used for the seismic eit, ASS design. g- 8. We are concerned with lateral forces in the east /west direction. Page 3 of the calculations evaluates two, units which, combined, provide 23 feet of shear wall. Please clarify where the 23 feet of shear wall are derived from. Were the openings in the south wall considered? It does not appear that the south wall was analyzed correctly. Clarify and revise as necessary. 9,15 wt:Lv E ty4 t'h 1-1 Io [: p'GG4 . pod. CG LI? /1 L iG! tee sA #US 4 94- T- 05/94102 -05 (Blue Star Motel) May 27; 1994' Page 3 1- 9. Provide a lateral evaluation of the office and utility /elevator area. STr.e- f ilsrO c14LC4. 14 10. Completely analyze the stair towers for lateral and vertical loads. SiGl: 42.1sep c,0044.4 K_. 11. When checking overturning effects caused by seismic loads, only 85% of dead loads can be used to reduce uplift per Section 2337(a). 1514 p & 1z? LO 0400 "Jar CON 5� C:• Provide calculations checking horizontal diaphragms for adequacy. Clarify nailing at all conditions. Stf CALL/7 A.)4‘1.4)44.0 SC.14.(7-YA) 1.0 S Ist 01- g,13. Provide diaphragm chords and drag members as required. General requirements are outlined in Section 2513(e). O514(4, co&i, /LtrvI JoiS.Ts (€-14. A superstructure -to- foundation connection is required to transmit adequate forces to the foundation per Section 2910(c). Specifically, we are concerned with the foundation support at shear walls between units at the crawl space area. How are lateral and uplift forces resolved? rI vl S C10 X- Str 't1o'4 1s4 15. The soils engineer should comment on the appropriateness of using the proposed foundation system and identify the expected total and differential settlement per Section 2905(c). St Solt-$ S P pLe .54471- [..e•`J`tL2, /h1flc Ftu • 0 16. Provide minimum reinforcing at foundation walls as required by Section 2614(x) • ' ,tV(Cb'n p 17. All drawings containing structural information need to be sealed by the engineer of record. ¶:1y Simon p 5 , i , Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawipgs'and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC.,' P.S. Crysfal Kolke CK /jw:1 {I cc: Scott Miller Architects 10306 NE 10th 41110 Bellevue, WA '98004 'JOHN A. KLIMA, P.E.isf • • Job No.a-7-7.f5 , Date 4 c_lot , ) P.O. Box 868 4...• . . Issaquah, WA 98027.0868 Title L—)S.,_1;:itffj:44*- (206) 392.6043 Subject L4-T-- , t0 it- • Zavvoer) 0 (2,164 1,..1(4. cert..t. , C, 1--0 A1) S c. a-4-11 c et, • l-Z--0 6,17-1-10 5E, c9 P. t-A) 1 DI NZ, • •0- 1/2-4 10-0 c--,G-1.) 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I • q ott '2 2 6,1 'C'l Nito ■-to IA ci-or r.@io.f• (7-1k-ZZ i-tbk ( 61-(1)( 410X0i0r• 170 41' (4 1, LP, D 04, ki Rap It, ) • U •Pi-ilr z (2t13? - 17 5-51) 1 11 -/ i P 11 416.i 0 4 . • , . • 4 . • 1 4 Ar. ) rzazoy.! .3 054 V.s.ri nava, t-toRrio.r. 64)1 I 0-A tzy 2-7.--t° 441814 171 1.)sabct•- -19-71-. • ; . • . • 1 JOHN A. KLIMA, P.E. ~ Job No: E Date /3 P.O. Box 868 C E' Issaquah, WA 98027-0868 Title %u 7 nikl I-1 (206) 392 -6043 R5 PD ki5 t� vacs Tl01.15 Subject, 5 1'1O N5 4c .B . pL) "9 Kt A • s tow 5-("Act (4SAI., w &idc..dS, , 5 ..T? 0 :is <-o tz. Q..iC.rrel .TV S l+otu S N•-EstDL w (H GoN.AJ ErG.71 D� i`ro' crcv;' 16QG. C`' (21i4Q (3) le. 4.e. o,' 2x.4 t Q 4i4 t� �Q or wee_ -t .UsS. S'P 6 ,L y2," P(.--'Q wv-r,a, N+4 (L, 6 es MwsS 5 Q CG S1W S 5 es 'PA-LA L L.C1 . E/P iL . U:LJ l T . uei x rM = ZO ' z 4-7.47 . (-me; L Prtl.. '= �G� Viett 0:e Pio'r4+t, : 'Fo 12- $ Q v-36 • G 546 1517.A<A Ot• 0 416 G. glt al 47 (-/row ►. r S' a. SST .A 3, TUG 6)1 t2 S. I La 1" c.14- A-kva 2.S , arc? -r S Ti�-t„ c,TVRJ t-'. el-tri OUT'S, •2 tai u S el) cm- o etto5 . 23 c� . A.I. (o, ~ ' C) &• r' -- plc, p 66 jai O a P'CZO ,SATE -P i3 <4-G1C w �} -t.L, �' (0 0'1' Jr �. �� �� 'FRor r w i3riu1 wI iaPou) ' Fott. 11,4er G u N �"c S ,car T- (l. PA L.. Tiffs ¶ -0Td4t Lew 6'i . J mil. 0.4414... At t�,'Q Z $ q + yc r'�'S f- .3,410 9 7, S . Fieltr' +'7 .i Is • 1,1 o . 2-e- )1 S t o iJ tJ•t =x,-s s ool, f , t ce 5 �z2- o r� 7 u+J rre"). JOHN A. KLIMA, P.E. P.O. I3ox 868 "' Issaquah, WA 98027.0868 Title I'i L Ut- STkI'l T1�-tr (206) 392 -6043 Job No. %,'3 ' Date q/� �1 ( Z of 3 ) Subject 2 eS PO NS rc QUas . Fo 12 'Fto ace S l L) E--v) 00, IL.. 2 rt{ n tcPrt.. o r.a l S, c 1 Z ' 1 - Decoc., - 2,c `i 1" H-e,Adl- Liu A- c.c,.... 4. Tit Zak Q ,T-r, o �t:..vfl rC.. / FT' of t irn -ct.d = 2 '.30 q' 131 1/ter Hen-) 4.4.41ko, lJ T t L I It -6,;P '17 oaj o 1 • -- vtirl.. Astt.EsA t' DL�+C.rC � Z7$ZS; - "Z7t '(( +- -f- ZZa /05(0 Sq Si+aPri\-.. W rtA.. 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IssaquaBox h, W868 A 98027.0868 Tide 3 L..0 - S 1 %2 1r _ , (206) 392.6043 Subject !2 1 ?DNS JS 1 ► co cLa. - cict --f c-Art..G, S t4 t , ; 3 . o - 3 . , Ao- .l.0 -vi-L. • . c.AcPAC. I r-( PAr 1-4D 4.Z 1 , 23 Z3 S C�D A-T , V ,rw uI'LI -r `.0AC 'S ( 2.(--1 /0 Or USeD t ti C.OL u�c�a t�� 1 a -b PO --)K S Pct' Z N D L-es11 zr-1, _ 4 -� 1 Cr--; ► ) /Vs' 04-0C Lo ,e ©ki �Q ►,J ' Pri L, 1674 (� z S l 3 o ,* Qc) c* NQri LS I+ i 5riRAP 'D x'71(LW - 8 ► -)Pri - (2 , c rI c A-c., COUD t Tl 0 l S t.- t�J G.'(� -4- W I S 'S. O r- urLd t • w / SEr15ti -1/c • D %Li 4C.. lOulT + 75 -c12' 2(7-2xq)g','7G704" UQ leoct,.xC), (4.= toy ( /2 e74 �.o frp ao *S Tb 216Alt. . S f' /Z,', 7c t o7/ / I Z 4-'744t-b=7" U N IT Lo c i z--n -1,44n k 42M cAPAcs i -r-( 1.A.)( 8 c Ar. OAJ6 \ $Werar el) e 5 12" ELS G t,v eta. = ' 160141t-r. . b I A• -P 14'Q.A rte! \ iS Pti t C" 1S'Q w ktA..4 ;iz! Foa, L-o S X45 TX) Lp / , L VAD /uIU I 44 4E DI A .P111L #M . s 1-1- lt.. • ew" 1X4.4 2 / . Zo " ?/ *l fs'r 151 TZ+ 1 1-'I 44o 1 ,r s o M SS (4-EPC Lu+i fiU .St 'P&6 ut9+Q-Lt. C. 1z1) /sue Tlr e D1 Ptt'1LA-G.M c.Ito Li) 5 '41 fitIJG1 4 Tao+.TS ( 44 40 5., 01 cAppLl 2II TT) 2 1ST 5 K -11-- C 17.:Privi) . R#ac.:.> teuak.) AN..G► -4d4,A. W .( 5 KT' e v q -TVA 1 N ,, iOeflel Its 12 u o �� , ,ftc GC 7E) �, �L ..,V 1 I,,;; �ii!'_. __-_ J DU-Ai1_ �T 1111-7.41 l0 Vl.. t� G ?L(� DQ(.UIt,,�? t�C�T PcT' : G-'� (� Of- r,(�f�rL.�c.�. 'R 0 B E R T 1lOSi7111 Tl : A S S O C I A T E S 'May 27, 19941,11 ! 11 . 1 , 1: I 1.1 11 ti II I1II�'I, I City of Tukwila! 6300 Southconte Blvd4, 9 ite1100 ' ' Tukwila, WA 98188 , 1, ! Attention: IDuane Griffin ,, 11� Reference: t94 -T- 05/94102 -05 (Blue Dear Mr. Griffin: ;,„ 1 ,� A PROFESSIONAL SERVICES CORPORATION •1t M ' • 1000 NORTON UUILDINC. 601 SECOND AVENUE SEATTLE. WASIII\LTON 98104 TEIRPI IONE:12061621.1803 FAX: 12061621.1740 111 1.1 Star Motel) 116 SOLTI l 1t0TEl. :GREET SERE 202C I IOSOM:LC. I LAW AI 1 96813 TF.LEPI Ill X E:16081533.S699 FAX: 18081343.2200 C -E I Ntii E ID JUL 1'9 1994 0081 rtr rossAf SSOC, :We have received information on the'proposed project and have reviewed it for j1 :! :compliance with the structural portions of the 1991 Edition of the Uniform i i' '1' Building Code. I ' 1 Please note that the drawings and calculations are too incomplete to provide a imeaningful review. We have, however, provided some comments, the majority of 'which 9P8 only general in scope, Our comments do not specifically address every issue that needs to be provided; they.,only serve as guidelines. to follow.. The drawings and. calculations should be 'completed and revised as necessary then ,I resubmitted for our review.' 1 i. 1 1 I ,1:. 1; 11 : , . .1 .. i , 1. The Structural Notes are.incomplete and'incorrect in numerous instances. They should be revised and 'complated to incorporate the 'following. Please note that the., following list does not set the limits as to the only necessary requirements; it ,is only a guideline. I' I a) Indi?ate the,accurate ,deligrty criteria for•• this project. I Include: ! roof and floor live loads (itemizing loads' at floors and exit li facilities per•Tabl'e No. 23 -A); wind speed and exposure used for ,;.design (s 20 psf wind load is incorrect per the calculations); and a soils .re ort reference•SaI.S K-7-• • • Specify air - entrainment requirements for concrete per Section 2604(b). •Indicate water- cement ratio; see Section 2605(e). Identify grade of reinforcing••bars.to be used. Concrete cover at reinforcing should be specified per Section 2607(h). d) Note that bolts are of at least A307 quality. 1 140004 007E, SN'T. R5' ,• Specify Grade;and Species of all wood members to be used. Note 1/18 under General Notes needs to be clarified; explain what KDH means. I1�'vo1.. 3P!"1G • ;wq i k..0 Is KILN 0&4Q. List plywood Grate, thickness, panel span rating, and nailing for ,. , roof, floor, ands wall sheathing. i AIM!"wMp ' - blue star motel Ii,1 ,., II g) :.i� ' Providespecific., information to show compliar}ce with Section 2516 ;'I'; 11 l'' regarding general' wood construction requirements. Include: ,,1', lI I underfloor clearance dimension, note that wood in direct contact with i';n I. 'concrete 'will be treated; foundation ventilation, fire blocks, draft :; I I :4 ;stops and nailing informs ion and requirements. I � ) R0p NoTEi , YrN. ) 1 IrL + h) Provide'itypical framing notes. Note blocking, framing condition at •;i.1 ,supports,'doubl3,ng of jolstss typical attachments, hangers, etc. , Reference the Simpson Company for the connectors called out and indicate that connectors will be installed per manufacturer . recommendations. Si a O S., « 01.-44M.4 7 01L- 4' f+o r7 , SAt, A•3 - iS,A..rr .wM envv v �c, kx Q , j) •Note.;#7 under Concrete Walls is incorrect and needs to be removed. ' " ;L1nn, , 1. . k)� The notes under Concrete Footings are basically incorrect and do not Ti apply to this project. Revise completely. 1 •.; ; l:1I•i ii ! , f-tv se' /utf,Alf,p. . • k. i 1,t1 ,1: 1);',,! Address any •premanufactured items that may be used such as trusses. "'I2.. Provide a :complete vertical analysis of the project. Check beams, headers, columns, studs,. trusses, foundations, etc. and completely detail the . i i;, drawings to show thati loads are carried to oundation. . 5•t ,ugly R:gt,, A EN`S• EV. i-4 bv%et y Si M par 4 stn ,4� a Nr rog,w►r,�.4 by . 5(��D /lner•nrGI.JeS 3... Table No. 29 -A requires a 10" thick foundation wall where three floors are• being supported by the foundation. . G iirw ? 4 "Lo riy, n ,. • A : Complete the drawings to show.a load path for lateral forces from the roof i.'.+:! to the foundation: 'Additional detailing is required. 1:i ...1 ' •, ..:.,•Sct. e*''9•, ; Alyl�r ervjrC), }1 .There is no ;means of transferring lateral forces from the roof sheathing to the top plate of walls. Where trusses are perpendicular to walls, the • H:1; walls must continua to the roof or some method of blocking must transfer ;' lateral forces. Where trusses are parallel to walls, sheathing'on the !ii';,. trusses musti.ke provided or the trusses must be specifically-designed to 1 ' t1 • transfer the applied ogds. ! K•i. 6.i:,,At interior walls bet een! units where resilient channels are being used, ;. r,both sides of the wall require gypsum sheathing per the structural design. + !'.How will loads be transferred at resilient channels? i t'�!,ii,t'�•i .,i �1, ; , 1;..:t ! 'l , } 1 1' ;7: (On page,ll of the calculations, specify the Rw factor used for the seismic design. i1, , %% 1, i I. i `` �;, I• , I 1 8. 1 1 We are concerned Iwith:lateral forces in the east west direction. • Page 3 of .; ' .! 1 the calculations evaluates two. units which, combined, .provide 23 feet of 1 I shear wall. Please clarify where the 23 feet of shear wall are derived 1 from. Were the openings in'the south wall considered ?' It does not appear , that the south wall was analyzed correctly. Clarify and revise as necessary. .1 Ip, ,• W ; ; '',!iii[ �Sil.•i': °','Y!I "at' Ij';4t:III,i11, , i ; r7al • pZ-erAM.nio6 OP • L-tc- JOHN A. KLIMA, Pc . . i ; Job I%1).tlf - ?E3 el liate!‘43/4q1c i Of 3 P.O: Boa 868 ' - • ' ,...... ' , k..,:' • 1 ! ! - i i , • , .Issaquah, WA 98027-0868 Title ' °??(....US- '7 rAlt., • 1-4 cnm---1.6... (206) 392-6043 , • Subject ! 4L ;5-ec. 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Let,) 6 1-101 40 , 14-Sosit ,A) 6%4) AtA.)S, s + t 'lc 10 g)k-zi—+-not 15 • c2.-7■A;4!,t,c,9 ok)rrs, JOHN A. KLIMA, Pi, P.O. Box 868 Issaquah, WA 98027 -0868 (206) 392 -6043 1 l 1 Job NO.p #.8 er Date G //3 /'' `1 ! (? of ) Title LU t. STi IL , L o T om... Subject eGS NS e 1'U c u Ft loS Fo I'L T o 62GEs % t c.J S--VJ P ( !DTI 000 Fr-, IL- .2. T <pte.A_ oLi l S: H . 1U rt-9. ETA t ,DEG iG,. ° 2 :1,' 2. 4- Z Nz °t 4;3 O b i ' sq o o/.•r---1" of J�c* '7+3/drte I 2, ! c t 1 .o a.. MP dea6ltr U: ILL t p! i'i'idk.) is, c) 1 ce 7-1 -u-Of.... AllAsA +, t, c►tc. i= P z1T s - _K..:!t (-i4-- 7-.i e -F- tGo� n Z.Z. 2Z. (,5'Q . 0 Si ,r,".(:, . T- Loog it o- rum.* Z.',. 85i at /Fffi- ,, TA-15 A-1,4 ck iJT'S Tr.) ' 14A 70 oto r zi4-epocoL. wt4-ct..: 7-7419-u tr.) t-rs , . Pc t"• Po(L S 1 NJ N - i7 t Ce.drercal.7als.J 11-11)1 ... V N 1 7461 V�cr�16. r"- 22:t1-0!"4-2, 5Q, I'M ; 00- .E 'n?�. f ,c*7- eir wr 43a/4, 2. 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Box 868 i - - Issaquah, WA 98027 -0868 Title 5 Wks -)r -rt.,. t- tPaT�''C.• (206) 392-60431 Subject LA-Tel)"%1. ; Fo (L.rZ 5 . . 2e- J 15 6 0 012-1/0)10 Ekc. G 4l,,.C, , Se-tS M t c, t.-0 40 s c 9_14-11 C. (c. . V bTT f W (5 o bca t L D 1 Nrto, 2C !'/2,4 LO ,k6 `1- I Lice. ' 43/ a. Q,, C� 0 41 M" ! Off w SP)• u,U rs - 41 ►� = Z ZG � Z, 3 .� Z 3 Z.47r, C_ D V G n,7 lJ /L !V l krt. N, COM exu r: z U KJ !T's 5- 2..Z /04 goo.* . . i oV r✓ —y�.- ) f� N r'fo v--I. e 1-1 T dt J TIP.. CAL w fl-tA6.0 t1/41" -tVt C . 1a/Z$, ro4 Zed I ' 4,s-4G . S.. (S: n Kra. 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MO 14s-O ' !-.i ,5-xro ( ZZ $- IS1-12 v4S)x0/1.rs I75�`� 3 . l4LP Doto N : .l.t)i , v;Pc.,► '- (22137-1.25'5 /'l as VI/ .t: :PO-pt.-sr' cOk1A-4 Ho =,` ,417,7)'; 15'4. 5'1 Z. 'al 1 g13,1 7 ' ; , .3... 1 • Upc v7-1- • — (1 570/ " LDCgsrx :946 -1768 , TEL -946 -6188 ;II C i :1� 11_1: .111111 I UI.I I I IJ 6 4'.1.. 111 5t City of Tukwila May 27 9(11" 10 :06 No.001 P.02 • Department tlf Communl(y Development 6, 1994 Mr, Robert Arcane, 1 Project Coordinator Goldoo Development, Inc.; 31205 Pacific Highway Sou Suite 14. ►' Federal Way, WA' 98003 . Re; Blue Star Motel, Permit application 1394.0179, Dear Mr, Brame: Your permit application has been routed to our consultant fur structural review. This review is being done concurrently with the separate review(s) by Building Division, Fire Prevention Bureau, Planning Division and Public Works Department, John W. Rants, Mayor Rick Beeler, Director RECEIVED CITY OF TUKWILA NOV ,2 3 1994 PERMIT CENTER The initial review has been completed by Building Division and additional infbrmatlon ; and/or clarifications to the plans will be required to show compliance with Tukwila ordinance. ,The fbllowing,comments are applicable: .I 5, M. 1. Varioui building well sections are detailed on sheets A -3, A -5 & A -6. Please submit floor plans with all wall sections and details keyed to the plans. Ao,i o Ctier?. 61p2C oe-t-AiL P1.14b17 A Worrt5 +v TI-125e s ?t..rttetai 6V.l'-rn JG ,O &E A• t IQ'• - 14040'7 5o..1C= �UL7valtt� �. M 2. Provide the " listing" fbr the required one hour fire resistive assemblies of wails and r�oAEO ,vo1 floors, Floor assemblies that provide separation between units must also provide the "��. Am sound transmission control prescribed in UBC Chapter 35, The listing must show at !east equivalence to the requirements of Chapter 35, (2)6i'p,"9vet✓ rlovu }04%-k ).xrk 12-,u-1 37 11-/Z - .1c. v 1/cc's- )L -1 t. it eat, u rl 41y - 60 1112 S TC 5--o i 3. Detail 2/A-3, shows a detail of a typical "party wa11" oonstruction, Provide the listing ibr fire resistance and soundsating of thls wall. Show typical draftstop eonstruotlon at each party wall as prescribed In UBC Section 2516, (f) B, (11). 3u1�oI,J� 1 s s 1-0144 f 1 irLC:r� Conetruetlon of draft atop shall be In accordance with UBC 2516 B, 5. 7/A3 15 >�are. s l rT o 4.tv jPupitim 'h O K% L+y - AV 9 A(# fJ}3Le 1 o o1 G 1)4I A') ,) , f u, G rou 101 d r.q4 �Z L, c �1on g c,ri 4, Provide'tht a listing fbr the required one hour re resistive floor assembly fur the exterior exit balcony. Note: eliminate attic ventilation opening from the ceilings over the exit balcony. Urn , Arne '.' t 'r 1 rJ -rth s tro, X14 — itroo r 1 N a ,e Are v c.o .— cm 5, Ceiling at exterior e7d(balcony must provide one hour fire resistive rating. Provide detail of this required construction, 6300 Soutfcen er,9oulsvercl,.Sulty #100 • Tukwila, Washington 98188 • (206) 01.3670 • Fax. (JON) 451.3665 i ,, ttl ;,,I, ;!i .l l d Mr. Robert �Hrame ; :! !I I I . Goldco Davclopment, f; �! 1 • I { , , 'Ma 26. 1994 ! y 1 l e ; ' ;Fag2j T}jldi , i ,.t , { hill I ± , .I) i it ` , ' I 1 i 1� I I If 4 �,ei 6. The hallway providing egress to guest unite 1 through 6 does not provide for the R> r�escrbed 90% open exterior ,wall area to qualif► u an exterior exit balcony. op�.,{,r; ,,"" s""Consequeatly, the requirements libr a exit .corridor are appiloable. M this will require . , ,'. 12 various provisions of UBC Sea 3305 (g) & (h) a revision to the design of this area will ? '-r <,1"1“, be required. In addition, an accessible dwelling unit is indicated as Unit #1, and therefbre 1.4 s the lower level corridor must meet all of the requirements fbr an accessible route of travel, .i 14 (L, Ca&) (areas of emergency evacuation asdetence etc). P(14110(46, t t l'we/lz /= A /..`` c_ Lc:;. I,; ; ii -a-4 + -t-i-1-5 f '-1 S IT trli $ 12tGT h-cG ftsieo -ro / Pre 1-i,,,,, Gor. 1 s, I 7, ; Label on plan the designated "Accessible" units as required by U13C Chapter 31, • ` Fable 31.C, and the unite designated for the hearing Impaired as required by Table 31 -D, Note on plan or detail u required all the requirements of un1ta•fbr the heating impaired, Refer to Soo, 3103 (a) 8,C, 1Aacp , f}c 1-6v lr5 May 27 10:09 No .001 P.04 S.N 8. The proposed area of evacuation assistance has specific detailed requirement®, Openings to the interior of the building located within 20.feet of the area fbr evacuation assistance shall be protected with &e assemblies having a three.iburths hour fire protection rating, Review proposed design and indicate on plans the requirement and how it will be accomplished. troot ° Adbiir srt T. h 2 9. The stairs at(laoent to the area of evacuation assistance must have a minimum of 48- inohes clear between handrails. Indicate s requirement on plans. pro 00::, n.0 -re- S r -1'f -■ A Z- - FIG II-Or a.t37- n- .' S. t1 10. The m gar's omce'must be made accessible to the physically handicapped, this I , includes access to both sides of the desk (counter) and to the toilet room, Revise plan as 1 required to show eoceselbWty, • S E e, L ' 1 sp yi Si-t-1-1 A 2. III, I y S•M 11. ' alrsehall.00mp1y,with the provisions of UBC Sea. 3106(1) 1,2,3, &4 and UBC Sea 366 (a) (b) (o) (g) & (1), Show these requirements on detail 3/A -6 or elsewhere on P1 ; `„ 1 ' 6-00w AA) res Sim 421 li, oi-L -r ne^J S, `l''1 12. The central) exterior exit stairs shall comply with the requirements of UBC Seo, 3306 (k), Show compliance by indicating the openings that are required to be protected and noting the required 314 hour fire rated assemblies. nvoo 4-v' 44L-0.1 to 1-4.r• Nore twig. . N.0 Mt ♦ ♦+• VIM... . -.� .....'.;:•., . . .?:;,-;•, ,,,,i;4, J! , i 1 i .e4 • ; '■ up,i; 1. ;',v - 1 • I.- i. .10 1 1 ! ;' .'! i'!'i!' ' .1 : ; • - ''. • ''',',1.• ,!! it! 1. I i ' ,!. .,i. '1': ' •Lti , . i i 1 r i ' • . !, i Itt tl'' H li • !! i ' .i..)1.!/•::. i. 1..I.Ii%!■'4;•: • • ' . t;,. I :! ''': .:' iltIll■H. 'il,i!!t1111', 'I':''.■ ■ I I1,ip ii t1:!;11:: ' ',';ii!iii.:,1(!. 1,' „ 1 ': •:. ',,, eltoberin arne,. ' ; . •; .• ii ., II, • ; ' : 1,, il• il;`,1';.`!`l'il. Ooldco DeVelOpme Inc. 1' • 1 , . ;•,, • ', , ,.: .1 : . : . ' !,,i .'1 may 26, 1904'i! 'f .i ',:,:. ; ' '; •. !I • . i !:. 1.. .. ;., , • l'Ili ' '1.i &gel 111' .. .! , 1;1 ■ , ,,. 1;•; • , 110 rt, I I' IT'f';[111 ! ' H : .. p ;• . l'i! i i , i - • , , , -. I ,.! • • ' , i: . 1r • !, .:. . ,1 , i • ,I3. Provide general note (on Plans) which states the method of compliance with the • ! 'Washington State Energy Code. In addition, list the required installed thermal insulation . . ; • • I ; , fbr ell components and the required U-vslues to be labeled on windows and doors per • ..!. 1 , . WSEC Table 6-2, Avpdb 4,0-r!,. ci-•T • A7 , "; •,:;•:. • ,!, ! : ,• • • 1 1 • • , • ,q i . . • L: iI1:1•I ' I 1,,; • I ,0 , . . • , IA 14. The Washington Suite Ventilation and Indoor Air Quality Code has specific , 1 requirements fbr outdoor air requirements. Bedrooms are required to be provided with a ininhrium of30 din. Show how this will be accomplished fbr each guest unit. ;•,. i telt.e..4 OW IT , 't 0 1-1/11/ W rtOldT 0 NA; kr St; C.Jinol e lA a ...) l e pPVIvt, " ■,, I hr.,/ L. L../ I t^i P (3 LA.l.y • 1!,L i - to, ikylue. Pie.- 0 /24 LLtv2 Pil■ °tin e 5 Prin. Al /1-/L. a -(44 6 • i, i4, 15. Proms general note to state the requiretlpiping insulation in accordance wkth ; . 2 0 6 -v4Eir6188 , 1; j i • . WSBC Sec. 503,11, • 14-0,0e0 etdorel s, /4-r, io. i g cii , s ipr, 47 , ii . • !I 4"•,. 16, Architectural 'and structured drawings ere sealed and signed by the architect. The , , • structural lateral analysis and calculations are sealed and signed by a proilusional engineer. Since the calculations are the basis for the structural details on the plani, the same Individual responsible fbr the structural design must seal and sign the structural drawings. Please clarifY who is responsible fbr the stnictural design and have that individual stamp and sign both the structural drawings and the calculations , . : ...v.14(4vA, -r : xisillyv..„. q GA-4-s. • ; . ';,1 • • ' . I .. Please have your architict respond to the toted comments in itemlied letter fbrrn and submit two copies of revised drawings that develop. Since there will be revisions to the plans, anticipate additional review time by Building Division. Ifyou have any questions, ,1 I you may call this office, weekdays between 8;30 AM and 3;00 PM., lo . • 1 • • • I p :; 1!! Sincerely, i I ! • l!' I I. :. .:(. , I . i.1 ! !le I ' TuS Build 3310. 0 , . 1, ; • I Robert Benedicto*, • 1- Sr, Plus Examiner Brute S. MacVe glh, PE. - Civil E gineer 5515 STEILACOOM BOULEVARD S.W. MEWED 14245 59TH AVENUE S. CITY OF TUKWILA TACOMA, WASHINGTON 98499 TUKWILA, WASHINGTON 98168 (206) 581 -6107 MAY 1 1 1994 (206) 242 -7665 PERMIT CENTER I.,/ E i.: P:.=, i ''J E L MAY 12 1994 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 Subject: Foundation Soil Evaluation for New Motel, 14400 Block, Pacific Hwy. S., Owner: Mr. Young Cho ROBERT FOSSATTI ASSOC. 15 March, 1992 Dear Sir: On this date I inspected the existing soils at several locations at the site of the proposed motel. The purpose was to verify the allowable bearing load of 2000 PSF used by the architect in his foundation and footing design. Attached are the soil logs and a sketch showing their locations. A general discussion of the findings follows: The site is located on the east side of Pacific Highway South, two lots north of the Spruce Motel. It slopes to the east away from the highway at about a 4 -7% slope. Much of the site, especially the lower portion, appears to have been filled using a relatively good loam /small concrete construction debris fill. The age and compaction of the fill could not be determined. The fill appeared to be relatively dense and consolidated, and to be uncontaminated by unsuitable fill materials. The northeast corner has the deepest fill, it being about 72" (6') there. The entire site is underlain by clays and clay hardpans. Also, ground water was found in the northeast corner at a depth of 72 ". Other areas were noted to have mottling in the clays or in the loams /fills above the clays. These appear to be the result of surface waters penetrating the more porus upper layers, and collecting above and into the clays. The following are recommended measures and findings: All footings and bearing foundations for the building should rest on undisturbed original material, with a minimum depth of 18" to get beneath the frost line. The foundations should have footing drains on all sides. The existing fill materials should be suitable for compacted fill under slab flooring and under pavement, provided that any filled material is compacted to a minimum of 90% under floors, and to 95% under pavement. Material not moved under pavement should be proof rolled to 95% to a depth of 12 ". The design foundation bearing pressure of 2000 PSF is suitable for the soils underlaying the site, provided that the footing a placed only on absolutely undisturbed soils, and that the work is only done in dry weather. All trenching for utilities should be backfilled with non - clay existing fill materials found on site, or with imported . select fill. All trench backfill should be compacted in 6- 12" lifts to 95% compaction. It is important that any excavated clay soils not be used or replaced on site, except in landscape or lawn areas. These should not be placed under floors or pavement. Pavement should consist of 6" select base over proof rolled original material or compacted fill, 2 -4" crushed rock top course, and 2" (2 1/2" better) compacted Class B asphalt. Should you have any questions, please feel free to contact me at my Tacoma office during daytime hours. Sincerely, Bruce S. MacVeigh, P.E. Civil Engineer cf: Mr. Cho 1 EXPIRES: 4/24/QZ, Project Owner: Mr. Young Cho SOIL LOGS FOR FOUNDATION SOILS EVALUATION FOR NEW MOTEL SITE Site Location: 14400 Block Pacific Hwy. S., Tukwila, WA Date Logs Taken: March 15, 1992 Operator: Jeff from Lindguist Construction Soil Log #1: 0 -72 "2 Dense loam fill with some small chunks of concrete construction debris 72 -96 "+ Original clay soil with patches of blue clay (all clays mottled) Water @ 72" Soil Log #2: 0 -18" Dense loam fill 18 -36 "+ Grey clay hard pan (original) Water: None Soil Log #3: 0 -4" Gravel crust 4 -36" Dense loam fill with some con- struction debris and pockets of gravel 36 -48 "+ Brown clay Water: None Soil Log #4: 0 -4" Gravel crust 4 -12" Original clay (mottled) 12 -36 "+ Gray clay hardpan (not mottled) Water: None Soil Log #5: 0 -4" Gravel crust 4 -24" Brown loam 24 -36 "+ Mottled clay hardpan Water: None .1 Soil Log #6 ;o:'.'C't "a�':C:$ °;:;:i,. ....:/" �+ ��? ? "4.i':7;Px'.0 "1!';y�3%y'4E:rc �i:�tis�'•;� 0 -4" Gravel crust 4 -36 "+ Brown and gray clays Water: None Soil Log #7: 0 -48" Brown loam 48 -60" Gray clay 60 -84 "+ Clay hardpan (mottled) Water: None Bruce S. MacVeigh, P.E. Civil Engineer LPIRES: 4/24/ �� 22 -141 50 SHEETS 22 -142 100 SHEETS " '""O 22 -144 200 SHEETS c 04- co 6 ®7 Z 5-6/Z Z T S sc�LL : ND/f/.E 44Z /VD 7:5"Z. /11.47.01 John W Rants, Mayor Department Of Community Development Rick Beeler, Director May 12 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA '98104 Regarding: 94 -T -05: Blue Star Motel (B93-0179) Please do structural review per U.B.C., 1991 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 . Tukwila, Washington 98188 o (206)'4313670 Fax (206) 431:3665 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director August 17, 1993 Young . Cho 14442 acific Highway South Tukwila. WA 98168 RE: L• t Consolidation-11.13.9-3"--00481 g1tae Star Motel site Dear M:. Cho: The De •artment of Community Developniertt has completed .a preliminary review of your proposed lot consolidation noted above: We have approv:•d your application. Howeve , to obtain building permits for any future buildings on the site, ou will need to submit additional documentation, as noted below. 1 You will need to contact king County Dept of f Assessments to request a lot merger (296- 7300). The legal description for the combined parcel was not included in your application. This new legal description niueit be provided With any building permit applidations for the site: A copy of the deed to the combined parcel, Which contains the nets legal description -Mind verifie!# that the entire "parcel is owne&' by the saute individtial (s) , 'Mist be provided With any building- permit applidetions for the site. If you have any queStions regarg this, pleas :feel free contac ' me (431-3670)4: ^,k N r Ann Siegentll'aler Associate Planner cc: File John Pierog, Public Works 6300 Southcenter Boulevard, Su ite #100 • TukWlla, Wash/i4t p :98188 RECEIVED CITY OF TUKWILA MAY 1 1 1991+ PERMIT CENTER (206) 4.31,1670 • Fax (206) 4131,3665 Ring Conn (y I)� (r •x- ,: °cs:Ktt ; -•ia ti tIna County Ax1l'„wlIII nvirnur. ;rnllle. Milk! MO) :ern 5101 Please covered AJndnleUnttou 111(1g. Scott Noble Ito,►„ Tip ti7li I`f�/tJIC salon 01110.1 Assessor I'N( 2941 OGOG REQUEST FOR SEGREGATION- MERGER Date: May 5 ., 1991. (segregate)- (merge) - (change)- (kill) the below described property(ies) by Tax Account Number(s): 0011000 0175 & 0150 All located Description 1FW description) in (map identification): NW 1 /1i 22- 23 -01i of property to be affected: (Killed 0011000 0150 . Account OOh000 0175 1 100 .f -et of Soutji 125 feet of Lots 12 & 13 of Block 2 of Adams Home Tracts, Lying Ely The purcose of St Road TC10 South 125 feet of West 60 feet of Lot lh Block 2 of for the above is: Adams Home Tracts . .Ta_. Portio addres :(es): Mailin' • • tel. (s) to be segregated is /are (improved) - (unimproved).. If improved, give addr,ea for tax statement(s) if different from above: Asoonno lnnvtna wr' By:. Seller /Purchaser/ Agent /Owner " 1 -441(011" ( . Address Phonic of 6 ~ 6l ee fi ceivEu • Taken By E1ai rs K Crrl OF TUKWIU 's Form No. 54 .Unit': MAY 1 1 199 ___Datract 5/93) `' 296 51h0'- PIRMIT CENTEF Address,: 14420 PACIFIC HY S CITY TUKWILA COMMENTS Permit No: B94-0179 Type: B-BUILD NCOM- Location: Parcel #: 004000-0150 ,,,-, Permit Comments. 4,,* ,/,. ,- k icV.71_/ WATER AVAILABILITY AND1*CHANICAL- SPECS.' SUBMITTED 5/18/94H 0 BY ROBERT BRAMpl. SCE3 5/26/94: PHONE CONVERSATION WITH CRYSTAL KOLKE OF',F05sETtI', \4 ' OFFICE. TOO HER TO INCLUDE COMMENT REQUESTING ENGINEERS- STAMP ON DRAWINGS. R5B. REVISIONS p SUBMITTED 7/18/94 BY BOB,BRAME, BUILDING AND , , STRUCTURAL. SLB J iLL ' - 2 '1 - , REVISION5.',SUBMITTED 11/23/94-BY-RWERT pliAriE, PER PLAN REVIEW LETTER DATED MAX,-.26',-j994vSLB \-----, dated , t ' .r - ? Letter dated 13Dec94,„,repieved@k1300 01ec9 from FossatO consultant has rdeeerriiimed*that TastIsubiliittal was incomplete and fuhtfier,' review is not iv6rn Rted4 dr . 'p, 1 :-.-' .., . > ), App 1 1 c i i'pn to?exPi re2/27,495-,' .,:e\letterV 1172404. KEN REVISIONS. SUBMITTED 2/2105 BY ,SCOTT, MI,LLER4 ENGINEERING CALCS/GEN.ERAL ,NOTE5/FLOOK:-,T.04LOOR \'H,E,IGHT,5.,ET-S,.--;,P,ER LETTER : FROM F055ATTIENGINEERS TO CITY OF TUKWILA C JSLB,A, REVISION55UBMITJED:2/27/95 BY SCOTT\MICORc7..SENT-,1 COPY v411/4,- , TO FOSSATO ANDMCOY TO B.BENEDICTOSTRUCTURWREVISION MILLER ONWNE 21, 1995. - PLAN SHEET IN051„, -1 pOU WA-8,, COPIES oF\ImhEkpbuLowrqG PLANS WERE Gip/Eq Tpc9TIATamous s-1, S-2, 04NRSCAPq, AR61,TECTURAL PLAN (1.,,SITE0PLANp; TWO COPIES OVfACH ;!!:/14. kUP. ,.it Status: EXPIRED Applied: 05/11/1994 Issued: CITY OF TUKWILA PRE- APPLIC: ION PROCESS MEETING ATTENDANCE RECORD PRE. APPLICATION FILE NO PRE- APP - 024 -90 MEETING DATE: 9-6-90 PROJECT. Blue Star Motel La -0119 TIME 2:30 SITE ADDRESS: 14424. Pacific Hy S CHECKLIST MAILED TO CONTACT PERSON. (date): 9 -7 -90 INITIALS: STAFF PRESENT Q NAMES /TITLES Building (433 -1 ©S1�31-31'�e Duane Griffin /Building Official ) Fire (575 -4407) Nick Olivas /Fire Marshall Planning ( .4141.45a 1-') L �" Darren Wilson/ Associate Planner Public Works ( 1.0'j Phil Fraser/ Sr Engineer Ross Heller/ Engineer Parks & Rec. (4 --1`) Police (433806) Dennis Momber "� J 31- 31o�D � Permit Center (.4.153-145-1-11 Denise Millard /Permit Coordinator Other (i31 _31i70) Jack Pace /Senior 11 Planner dim APPLICANT /REPRESENTATIVES PRESENT Contact Person: Name Dale Curtis Company /Title Curtis Design Address 916 S 310th P1 Federal Way Wa Zip 98003 Phone 244 -9930 Others Present: Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would like additional forms sent to you, contact the Permit Center at 433 -1851. (PREAPP2, 1/90) PRE- APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE- APP - 024 - OJECT: Blue Star /Motel MEETING DATE: 09-06-90 TIME: 2:30 SITE ADDRESS: 14424 Pacific Hy 5 BUILDING DIVISION 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1990 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the Feverse of the application forms to Verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are In place. 11. Rockeries are not permitted over 4' In height. Retaining structures over 4' In height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp wilt be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing tab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. � 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform y Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: MELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277-7272). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). Ti KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and uu food service facilities prior to submittal to the Tukwila Building Division (296-4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). C 18. 19. J 20. DIAUIE), Checklist prepared by (staff): v Y 1 er,r1 Date: l -6-910 17 PRE - APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 9816 Telephone: (206) 431-36i 06 9C) < 'CIf1AR SITE'ADDRESS: 14424 • FIRE DEPARTMENT - Construction Information d1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) F—X2. Fire hydrants will be required. (City Ord. #729) Required fire hydrants shall be approved for location by the Flre Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) [12/4* Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the Job site. (City Ord. #1528) Er5. Maximum grade Is 15% for all projects. 6. Hose stations are required. (City Ord. #1528) 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) Ei10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) i 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. ✓ 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) d14. Designated fire lands may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and/or after the facility is in operation. (UFC 10.207 as amended) Er15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wail of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". [2r1 7. Adequate fire flow availability will need to be demonstrated for this project. Ej 18. Checklist prepared by (staff): uz, Date: 9 G0e PRE- APPLICATIbN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431.3870 'tlll�ETINGi :.DA7 'E ADDR SS: ' FIRE DEPARTMENT -- Inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Flammable liquid room a. Location b. Fire protection c. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 10. Fire doors and fire dampers a. Installation b. Drop testing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 121<1. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers ❑ 12. Other: a. b. e. c. f d. 9 1 Checklist prepared by (staff): Date:— *) PRE- APPLICATiON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 9818E Telephone:, (206) 431 -3670 PLANNING DIVISION -- Land Use Information 1-7, 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) Q 2. Obtain the following land use permits /approvals: [s11. C- 12. LL713. Er 14. EEr15. l" 16. Q 17. Q 18. Q 19. Q 20. Q Boundary Line Adjustment Q Building Site improvement Plan n Comprehensive Plan Amendment Q Conditional Use Permit (Design Review Q Design Review - interurban 0-Environmental (SEPA) 0 Planned Mixed Use Development Q Planned Residential Development ( ) Rezone C) Shoreline Management Permit 0 Shoreline Management Permit Rev. Q Short Subdivision ESign(s) (� Subdivision Cl Unclassified Use Q Variance 0 Other: Zoning designalin: Site located in sensitive area? Q Yes allo Minimum setback requirements: Front: caW � Side: Ae, / Side :moo' Rear: /' Maximum Building Height 6 Height exception area? Q Yes [No Minimum parking stalls required: _Et Handicap stalls required:_._ee.s No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: Front: Side:' Side: 5" Rear: Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 1444 fie) f ti! 1 s J /fjof- -497-.04iz' Checklist prepared by (staff): $02-1< Date: . 011) PRE- APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION- PERMIT CENTER :. REAPPLICATION FILE NO, PR MEETING DA IME:2 :30 SITE ADDRESS »AP X024 9COROJEC 6300 Southcenter Boulevard, Tukwila, WA 98181 Telephone:. (206) 431-367C PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Crt is S crn Channelization /Striping /Signing x❑ Curb Cut/Access /Sidewalk Q Excavation (public) Q Fire loop /Hydrant (main to vault) ( ) Flood Zone Control Q Hauling (2.000 Bond. Cert. Ins.) (.x) Landscape Irrigation Q Moving an Oversized Load U Sanitary Side Sewer (') Sewer Main Extension (private) **/ k 0 s Cl Sewer Main Extension (public) n Storm Drainage RrNt To Water Main Extension (private) w n q ra 5- 0 Water Main Extension (public) Water Meter (exempt) F-) Water Meter (permanent) U Water Meter (temporary) n Other: CI flA& °S H L L. COMA t 13 C 1 c? - 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined durin the utility plan review process. 2 1�r� �c'c� t✓., 0 N / a- V AL v L-t L`. S L Lk 0 rs-Yg) � Tkuv( C -'Q1 I.uA�t^L A+�A1'iS(s t■'j X11 J.J. -1 I'S DIMS d ,�i `t - lam; 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. 6. Provide Hydrological - Geotechnical analysis. `" `..' ' ncl;4 "~ C "n PA co y 4-1, 4i sM r S Di:: ex. S -1 b&\ LY•v-, f P L rat ( I F UI n v1 Fl r 11. rri Provide erosion control plan as part of rading /fill permit application. !). tl+u 'ccL. O� lr.rJ((w,.,�j,c! � 1 �nr+, t'JC '- t,r.,— S i(Z. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). 0151 9. Provide traffic analxsis/ rip generationt'study for: Sia `l 7 Fan i /LF\F ' I c, c, —7; • 0144- �• i y B - Si - I Nc L uu e, PC0 6-AF-try `I -ru v n�iw�, 10.- Provide developers agreement for* v� I t t cM1 U --S / cr ,"Peas r "PRoportir-ioNAl t:t ti#a+st't <c iMPitxvt:1 7S off. ll' 8wu(ILtn� 11. Provide the following easements and matntenaacce agreements: P-) t.-) 01 `'i i t LZAIt(I C) . L, 5:.; �_��t (NCLvOL3 Lavt.)0k(11 4wh,3/ dp . I1 11PIDA9PA° Provide water /sewer availability letters or certificates from districts serving your development. Obtain Metro Waste Discharge permit or approval (684 - 2300). Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). Review the following City Studies when designing your project and preparing your plan submittal: t\ \t ►- -la (t1LI1:1iOKA 7 c- t-I -( S L(ice01= q.4fti ItLti0)}” Go0li ® 12. Q 13. 14. 15. El 16. .-PnU „k I,,11C_,L7_; IF oPILtI)TP 17. (i,,r,tsi r. ice.., ---& -/ / L m S c� •F Ay. D Cry LL) 18. 'Pt' - CrrL4 -Dr U L- L)9011- -mr 5-rn-NOT LI(fICMtT —S 19 °Y uJ hGZ 7151.E t c�i S L�► t l I 01- W M- I S 20. �vb r\..L C7-1'(/‘•N. - r I cx.c-S r$ trt m rr n}v A L.L C► "it Checklist i'r�I ar�i h f seta ny (ems - Date: '/ / (a/ 9 0 � 4 I PICT I ff I L.'L Poto P uscP. A1- .x,rSrt _IN, L?vi'S ( (AT I V1 11 mo�-1 CITY OF TUKWILA Id: ACTP130 Keyword: UACT Activity Maintenance - Valuation Calculator Permit No: EST93 -01 Tenant: Status: VOID Notice: PLEASE CLEAR THE VALUATION Valuation Summary Occupancy Type Hotels' and Enter factors or F2= Select Occupancy qEgYrIMM %o1p (* Srcam _ User: 1671 y4 A 04/25/94 BUILDING PERMIT SCREEN WHEN YOU ARE DONE. THANKS Date of Table used: 04/01/1992 Factor Sq. Feet Valuation 4ffing, Subtotal: 12,355 Multiplier 1.00: Addl Fixed Amount: ESC =Exit Val Calc 672,976.85 672,976.85 .00 AMMAMMEW - CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: EST93 -01 Tenant: Status: VOID Notice: PLEASE CLEAR THE VALUATION SCREEN WHEN YOU ARE DONE. THANKS Type: B -BUILD Vers: 9101 Screen: 02 User: 1671 04/25/94 BUILDING PERMIT Fee Information 04DOM (Y /N) Other Bldg Fee (enter $): . (Y /N) • Y Other Plan Rev (enter $): `M ''.�'w.... (Y /N) ..: Y ONMEMIMMOIMMIP • Y Additional Fees Work w/o a Permit (Y /N).: N Inspect After Hrs (hrs).: Reinspections (hrs) • Other Inspections (hrs).: Add'l Plan Review (hrs).: No. Radon Monitors • TOTAL PERMIT FEE: F7= Update, F2= Previous Line, .00 .00 NEW .00 .00 .00 .00 .0 .00 1 20.00 4,246.03 F1= Screen Index, ESC= Cancel Update EXIST BLDG SQFT: NEW BLDG SQFT..: CONST AREA SQFT: # OF STORIES...: Archive Date...: Microfilm Date.: Radon Monitor #: (see comments for multiple radon monitors issued) REGISTERED AS. PROVIDED BY LAW AS. A: • Iv; • tGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES RECEIVED CITY OF TUKWILA MAY.1: t 1994 PERMIT CENTER ( REGISTRAtION:•NUMBER - • ... XPIRATION`.�DATE. ''. 'N•'.! 4h �• l(•.'. :, 7 '.1! M,'• t 1. 1•�' ; ! Y••: y • .W , (t , 1 �,•wFN:�!1. .• 1� .1 li' (•. F iy I•r! s•" . r :i0.� n �p t • .. n A rl /..: at ,. . + I' • 1�(M 1 t.wr q �yi �yy J�' 'i5�4'� l(y,�` /d lrV1 �4L. rlhltl' M �1(• !i ,,1t'^ 1�, �; t : .R'? tit . i.t ... r • tGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES RECEIVED CITY OF TUKWILA MAY.1: t 1994 PERMIT CENTER (