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Permit B92-0381 - TUKWILA DENTAL CENTER - NEW CONSTRUCTION
--- rlotY0- 4101 L- - A 1)610 CITY OF TUKWILA 6300.SOUTHCENTER BOULEVARD, SUITE 100 TUI WILA, WASI1J G1'ON , 98188 UR SCIAN T I-E REAIREME. T , YING :1HAT` AT THE• `IME,O E z ► IOU ORDIN NCES1,QF Tip APELTCAB C TY :FIRE CODES. t �� T t WIL4,7DENT44:4 ENTER }} Per at CE TH , T 0 C: ' N. - B9 Building Adt s'xg. 95S „INTER RBAN A � 8 ; SuiUt N': 1' ,Pa 4r'1 65. O- 0220.� R' nprifttiSIN9H HA.. S. AN , � ,; t r 7 dY J t , _r 1 w i af �.� r ^. •^" - . n a'. uPa,ay n. N1El�ICA OF Occupa� 1 : Group B 2 : ° ° j ` ° r' CERTIFICATE OF, OCCUPANCY �, ��• }rte. CERT.IFTO`R:� My T ,•BE • C E T. N 307 OF THE A C ,,HI's STRUCTURE REG L' ING BUILDING: A' : FOLLOWING: THIS CERTIFICATE :'I `UNIFOR BUILDING G IN: :COMPLIANC" CONSTRUCTION OR` City Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92- 0381 Status: ISSUED Type: B -BUILD Issued: 07/15/1993 Category: NCOM Expires: 01/11/1994 Address: 13955 INTERURBAN AV S Location: Parcel #: 336590 -0220 Zoning: Type Const: V -N Gas /Elect Wetlands: Water: UNKNOWN Contractor License No.: SUMMITIO72B9 TENANT TUKWILA DENTAL CENTER 13955. INTERURBAN AVE. S; >.TUI W)IL'pi;-WA „9,$168 OWNER SINGH HARSHAND. 14035 MEMORZ,AL; :`ORIVE SOUTH, SEATTLE, ARCHITECT RONHOVDE ARCHITECTS ' 1048 WEST`, JAMES :' #] 02., KE `98032 CONTACT CONTRACTOR ** * * * * * * * * * ** **:* * * * * * * *4*k * *. ** i lk* •k* * * * ***'* * * * **•k* * * * * * *ikil * * * * * * * ** Permit De:;`crip.,ti•on• CONSTRUCtT 5000hSQUAPEF00T 2STORY -DENTAL CLINIC. Signature:. BUILDING PERMIT RONHOV { DETOR -JAN, 1048-WEST JAMES ; # 102 , KENT,`' WA 98032 SUMMIT CENTRAL= ,Phone: 4058r •;NORTH #6 WA 9800213.65 Print Name: Ayitig Permit Ceri'ir' Authorized Signature Type of Occupancy: MEDICAL OFFICE Slopes: Sewer: N/A �,...., Title: ;�. SETBACKS Back: Right: (206) 4314670 Phone: 206 431 -0953 1,68 Phone: 206 854 -5010 854-5010 850 -7655 Units: 0 . 0 0' Buildings: 001 . Fire Prctecti.on DETECTORS. ;` Sti 'r UBC Edition 1991 ? ' a #' Valuation: ,303?, 150•:00 i •;To'tal Permit Fee: 2,27178 ************** k** t*******- 4** Ar*****'*_***' k* *kk *ik * *:* * * *** *k, * *k ** YcK , . •k *tik** +ti ` ? ,, 3 , i I hereby oer.ti "fy that °T., have read and examined this permit and know the same to be`true and correct. All provisions o f law`:and ordinances governing th,is,,work wi11 rv be coniplied—with, wheth pe er: sif'ied herein or not. The granting o`f this permit does* no.t,presume'to give authorait�' to violate or cancel the pr,ovls ions of any other state or local laws regulating °he" construction or t performance of .fmprik14, a am authorize d' to sign for and obtain this bui ldi h4, permit. I3 Thi.s'permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the.work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED ii � le ` �+�..� 1 1�� Q� Ube_^..• DATE READY DATE NOTIFIED -) 6 BY: PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING �LL + ` � l2 ��� 3RD NOTIFICATION BY: Olt.) PLAN CHECK NUMBER ei - o i TOTAL REVIEW COMPLETED . BUILDING r ''ERMIT APPLICATION TRACKING PROJECT NAME 1 Ku St U- > o`l C:rrrk e SITE ADDRESS SUITE NO. - 5955 - -- e - arteRyman INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. TOTAL OCC LOAD Mb. PARTME BUILDING - initial review ,FIRE PLANNING PUBLIC WORKS O OTHER ,j BUILDING - final review PPtOVIE^D.:> 6 ST°212. ROUTED ID LAG 92. 10 Gee. 12 INIT: 4 1° INIT . 4//6/i. INIT: .�.; CONSULTANT: FIRE PROTECTION: Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: 1(- t l -k 2 INSPECTOR: at, : cl° ZONING: C. REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes ) No PUBLIC WORKS LETTE DATED: ,( - TYPE OF CONSTRUCTION: :_. UIREMEINT;a /COMME Date Sent - 0 0-0-9E;) Date Approved - USE CONDITIONS? " Yes No e , UBC EDITION (year): (91 W- BAR/LAN D 08/17/90 SITE ADDRESS iSttfTEIP MI5 S )107512N124 i J Altus VALUE - $ CtO ASS ACCOUNT # , :/eeg I�...J -- 0 2. 1.," --e (commercial) U Demolition (building) 0 Other* PROJECT NAME/TENANT - w .�}.e /� . w ilj t4) A P AL' ce 1 "', TYPE OF ' Jew Building U Addition U Tenant Improvement WORK: 0 Rack Storaoe 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: CO to Sir, v Cr `5 O S' 'Z. ` reN . 05).412‘.L.. c. (..►1 ha L C. BUILDING USE (office, warehouse, etc.) OFF1 C NATURE OF BUSINESS: Dam-r. e xpe t co WILL THERE BE A CHANGE IN USE? r&No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 0 660 Tenant Space:. ---, Area of Construction: WI�.L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ' No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER DR H1 aM0*,r�..,b s 1 4 ,, 3 6.1 !HONE +5 j ,..001 3 ADDRESS i 4035 ME me) ,l pet, io12 . s, c N\ b-_ UY� 69 - A3�"' W At P HONE %50„ Zil9 bt ‘ g �? -� ZIP "L cn.) ".I1 1 CONTRACTOR 3 �) t�1 ry . k C -Q.r tr(� "-Ct1C ADDRESS I C' i• ' r (�� tIJ WA. ST. CONTRACTORS ' LICENSE # -.-)U f i -- - EXP. DATE 9 ° aq'" I Li PHONE 25 r [��,� �Zll ARCHITECT R.3 R, ��, ADDRESS 1, 0 y W . t.J rn 4.102 „E CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER :HEREBY:;.CERTIF:Y.THAT :?BE':TRUE AND: CORRE • BUILDING OWNER DATE APPLICATION ACCEPTED � BUILDI PERMT APPUCATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: TOTAL AMOUNT: q DATE APPLICATION EXPIRES RCPT ..# DATE E : HAV.READ: :AND' ; THIS APPLICATION; AND KN OW THE $AME° TO , ;,ND 1 AM • UT,,;g RI - D Tt:3.:APPLY FOR THIS'PERMIT DAT/ /S /� , a)2. — PH g5 CITY2IPeg yr clan PHONE e gr ' • SVC FTC PeNROV L ADDRESS / to . dAwies, 4, 10'2 CONTACT PERSON ��� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. COMMERCIAL NEW COMMERCIAL, piJiLDINpS/ADDITIONS V building Permit application (onefor eech:strtiCture):: • Specificationr,•-•,.:01.-\ • .•••-. StructUrill•COccitaticip.'6t onginoor • ••••••••• . • Soiis . • . . • . jopogrephiCel: survay ••• ••••:'•••:•., Energy calculations ptamped by a Washington . ...engineer or architact Legai .dascrioon. • Working Oraystings ;:.staMpeciby..Washington.State licensed •• • • • . •:... .• • See ..uti14..O:. :pop ? !op • utimi T 0870P . . ......... . . . „ . . . . . • ... •:::•••••,.........• •••••••••••••.— • . .. Mechanical drawings Elovations Givil drawings ••• ••• d'OiriOrcite•cl • Six (6) sots ot civii drawings • •BY �OOt Exit 'doer:. altlOs ••••• • . • . • . atsle' and NOTE . .61 i and exit! ways an plan CeiPtilitieni••etPti-ii>eit . • •••• .900 inst . . : . .. . .. .. . RESIDENTIAL SUENIITTAL CHECKLIST , . • ..'. , . ;... ... :..,.,. ..:: ,......... ;......;'.,:,:' :::•••' •••••• ........•:.;:,:• ,' ' ..,....::,.:: .,... . . .. . .. . , . . :::.:,::':.7..7........:Y#!...!i:!7.711i..i:.:'...1 COMMERCIAL '71ENANT IMPROVEMENTS :'.:'.'...'..:-.•..:' ''....... 1111 :.''''''A::::::?....,,..i.°::.."8.:.'1::',1::•:t.513:11tx:6661d'.......ti'.....ii:.'..bf-1:..igijgri..:i.!'•:il°:...'.:di..t9.:;11j'13n•una.66:rlij:ril'ii:"..:'-bt:ts.1°!•:P.:16..piia:p:c131P'Pr1iCilis'..iac4rib'kYY:litl....169;:''''''.....:h (...'''..°'il.:.".'.n.s.:.:::°....6.•:9:...,.....i:ii...:..ii!:•:19'.:nl.'';::Ck:::. ..:4:°cti'4r41 or : ..:•: • ; ' , .Lericiec4p . ...,pic, iit 1 ..... . .. Overalltuilding P ..,...„...,:......,..,:. .... . , .. • ' • :: •• •• ' % •Tentint,lecatiep,::: " s 4 (common ••bii:griiigH).Pt'r4•1:;111 : .... : :. ' , ': ,.... ' : .. ...!:,: . .::, : .: • . , '. .:g Floot::0:n i •; A1....,0:..:...;,..:., it i rr,.. . r aee e: l .kiri eg cl x 00 1 1 r ::. : s sP6' .... : .1. : f 1 63 6 :: iiii. ...; h9 66 do : .,.. .'.. : .,. .: ,b3: :• °'' ,,:rm W . ' . : : Ysf i a ;. :. ,i i. :. °tit sri i: : ..04g e r.. : .0 1. ,. .... ;:r. : •. 6 u rl .: . ,,o7 . s 61 9 .. . y.: • , ' ,ti : ,.1 11. .. 1, :l • C. )ci.p....'na.:,.•....Yi:'....:f,99:....1....±. .9...'9,..,,..a...'1....a.,..16..,..c..........:.tr.l.......b:tk,....,6:::..prin'°::t.!;:gi..10,..:.6,...t...9h..:....'•1rd....,.n..,......bshrTI.':............ii',.°•..,;..,:,,,I..01,...,6tiii...‘..iiie.:.:9:.:'•,./...'.3...ii:.ek...r....0.s..'.,.•.,,°,ce.....'...,(..''d...92..‘:..'......60ii,'.:.r.,.s......i::'.03...19...:6,:.,1..,.....:/......,..I...i),.....f.:..;.;:...:.,........,,....:.'....,..':..:.,:'::..,....,'...,,......:-,.....,,,,,,..., LJ ...... . ....' . It catkiii and P - :.'.•:::::-::.:;::::::::::::::::: . .:,:,.....:::,..,.. . . . . . „. ... .. , ,,..... , • StrUPtiirerPalcya .erie4 hill ......,•,„•,.:::,......,.......,,,, .... • . • • structure) NOTE A cervf,cation Iottor is reqtnred prior to final fnspet,tion and sign •• • apphcation • Two (2) sets of plans, whlch lnclude o StruPteracp onginoer may be required • .. •••:•:;:•?..,••••,.• . . . . pENTIaL al 9 pg •••" :Coehaleted'biii1Ciing orio.:ifO(.each••..struCtu Assessor ACCollirii:NUMbeC.. Two (2) sets of working drawings, wh:ch Include . • • . S it e p • Foundation ptan 'Floor plan Root plan Buliding oloyations (all views Struciural framing plans NOTE If any ut!Iity work Is to be done prowde utI1Iy permit app1ia1,on and p!ans must be subrivtted . • • • . .... • REROOFS • . . • • application •••••••'• permit A ssess o r N v 0 c 1 c 4 e ; roof rnate,ial baing remove 4 ; 11 material baing instalied . . . Of the ,:OrrO1 and /gn o ft O ........................... .. , .. . INFQ RNIATI Property Owner -{- Street Address:' • SS Engineer: Of 8tr Street Address: •( 22- -- (3 1 S Contractor: `:W:ATER:METE :D EP.... ; OS..I..T /:' :`REFUND /BILL gitOtt ?RVJCE I LLING ❑ Water No. of Units: MIS f. • `aNFOfl Print Namer b City of Tug ila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 UTILITY PERMIT APPLICATION _,L35 Site Address: 43 ^- Name of Project: \QGl Street Address: King Cty Assessor Acct #: 33G5 - OS aa' License #: 0 ❑ 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: ❑ Sanitary Side Sewer - No.: Name: Street Address: Name: Street Address: ❑ Sewer ❑ Metro ❑ Multiple - Family Dwelling ❑ Hotel ❑ Motel ❑ CommerciaVlndustrial ❑ Office ❑ Retail New Building Square Footage: King County Assessor's valuation of existing structures: $ i HE REBYCERTIF E REA THlS APPMATI KN0.4y >7 IE , Applicant /Authoriz o �I Contact Person Agent Signature: , �� (print name): S•4141 ' Rok)HOli Date: /c ) c u 2— Phone: . .G /c) MINEMPINIMINIOINP Date Application Accepted: , ,-� [Q ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums F•w ApEri# poia 01 IQ Phone No.: -3("0953 City /State/Zip: Le (4 Phone No.: 5 -- -g City /State/Zip: Phone No.: City /State /Zip: Exp. Date: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No _Sizes* ❑ Water Meter / Temporary:- No.: Sizes• Estimated quantity: Schedule: ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Other: Phone: (206) 433-0179 ❑ Private ❑ Church ❑ Hospital ❑ Other: Square footage of original building space: Square footage of additional building space; Valuation of work to be done: $ ❑ School /College /University Date Application Expires: L4 rh c W ❑ Public q 04/22/92 `C�ty o 71akwili Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW93 -0123 Status: ISSUED Project Name: TUKWILA DENTAL C Site Address: 13955 INTERURBAN AV S Location: Parcel #: 336590 -0220 Wetlands: Water Course: Water Dist: UNKNOWN Sewer Dist: Type: COM No of Units: 000 Contractor License Number: n :NANT TUKWILA DENTAL CENTER Signature: Final Inspection Approved By:. Inspector Signature Date Issued: 07/15/1993 Approval Letter: 06/16/1993 Expires: 09/13/1993 Slopes: JNER SINGH HARSHAND Phone: (206)431 -0953 14035 MEMORIAL DR S, TUKWILA 98168 JGINEER OYE JOHAN Phone: (206)537 -8128 CONSULTING ENGINEER, 122 S; < 98444 )NTACT RONHOVDE TORJAN - Phone: (206)854 -5010 ** ** ** * * *k **k ***kk * *k * * * **** ** Irk **** *k kk *k kkk***,* ** * ** *. * ** **•k*** ****** *A*** Additional Description: , Developer Construction Cost: 400,000.00 1" WATER METER ;AND/SERV,I,CE METER INFORMATIO.N`:" "Water' Meter, Sri ze :, 1.00 .;. `,Work Order. #,: 51056 FEES: Regular Conneetion: 1,00.00 Install, : P.lfan Check: X10.0`0 Inspept.i on: 15.00:,` Turn On Fee: 25.00,' Special Connect Fe e : 3, .Q0 .Other ,Fee:, ees :' , .00 TOTAL FEES: ,: -325.00 ' ? ".``` * * * *•k * * * * *,* sic?***** ** *k* *k** * * **.***k * * * * * * * * ** k *`k ** ** * * * * * * * * *** * *** * ** k k *k * * * ** I understand that.the charge ,for the .install.ation portion, of the' water meter /serv,ice insta llation'`is based on the actual cost of materials plus labor incl °17%o 'overhead. ; It,agree•to pay, the ,installation .,fee (deposit) on the sign i ng, of this app l i'c'ati`on andt,he b'alance of the cost', when bil l ed (overpayment be refunded). Further, I: agree to pay the regular ! connection.charge, °administrative plan check •fee, 'inspection fee an'd,turn -on fee as part'o,of, thi ication.I further underst,and,:that the water' service piping from ' , . the public m'a.i n to the water meter box and shut -off vai ve (corp stop) shall be`;constr.ucted,at my sole ( expense. THE APPLICANT'MUST NOTIFY THE CITY INSPECTOR OF:COMMENCEMENT A COMPLETION OF WORK AT LEA'T 24 HOU'S IN ADVANCE. ,FOR-..AN INSPECTION CALL; 433 -0179. Square Feet: 5000 Quantity: 1 Type: PERM Acct No: Acct No :: 401/38,6. 520 Acct, No: 000/345.830 Acct No 40.1 /342. 400 Acct No:'401/34.3405 Acct No: ; ;;401/388,:`,101 . r t ,. .' �J�w �J Company: .4 !['1' �; :. r °• * * * * * * * * * * * * * *kk *** *7* * k* k * * * ** ** kkk**, Fk" Ackk *k 4***** * *k* * *******kk ** * * APPROVED FOR ISSUANCE: JAP Issued B y : - - �t.�,�- .. , O Authorized Permit Center Signature Date ***** k******************************* k** kk******** * * * * * * * *•k * * * * * * * * * *•k * *k* *k * ** I hereby certify that the permit holder whose name and address 'appears on this record has satisfactorily met the standards and conditions for the project approved herein. (206) 431 -3670 Address: 13955 INTERURBAN AV S CITY OF TUKWILA Tenant: TUKWILA DENTAL CENTER Type: PW -WM Parcel #: 336590 -0220 *.** k•****** . * * * * * * * *** * * * * * * * * *•k ** *k* *•k le*** *•k * * *•k **•k ** Permit Conditions:. 1; NO WATER SYSTEM DESIGN ,WASr, A ~;PA R ; T.� OF THE APPLICA -' TION AND PERMIT APPROVAL. P-R0CESS: " BE. COM PLETED AND RELATED F;ACILITIESINSTALLED IN,`A WITH CITY WATER STANDARDS: THE,WATER METER BOX SHALL BE LOCATED WITHIN CITY q4RT -0F iWAY THE::.PROPERTY Permit No: PW93 -0123 Status: ISSUED Applied: 10/20/1992 Issued: 07 /15/1993 r rittipti caH) rrY 4 T I M • E REA N 1.71116. AFPPP CATION::AND,;KN.O.W;THE•'SAGI , : ... E ::TRU E'AND CORRECT Applicant /Authoriz: ar./ Agent Si C / /f!� 9n f..e: i, ,.OA)/—/Pi/ Contact Person (print name): Address: '*1 r ' Print Name`rb 7 Date: /c ;? Phone: - /C Phone: Date Application Accepted: . t t 0 _ 19.0._ q ^ �C Date Application Expires: 1 "l CSC `" t _ !� ^ (i s g. Property Owner: Dfj2.. Street Address: ejv3�' kin c noNK- Engineer: OC R © -f Street Address: (? Z (j 1 Sh c3avfl/ ■- Contractor: Street Address: 022 • 2 King Cty Assessor Acct #: 3'362590 - ' Contrac License #: RMI' EQUEST _. 9 4/ 93 474.1 TERN POS FUND /BILL:! T ESCRf pTION 4 ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial City of Tuftwila [ 7Ion # \o 0 IQ Central Permit Sy ...,n - Engineering Division o�;, 9•S - 0//8 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 ev.23 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION 7.F9.55 /3 95 ?.v_rE ;ice .S�vey Site Address: - t: - - Name of Project: �C� sly, ❑ Channelization /Striping /Signing Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control M' Hauling RI Land Altering 240 cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: Sanitary Side Sewer - No.: Name: Street Address: M.O N H LY << >' < Name: S ERVI CE ..BILLINGS 'TO:; >,<: <:< Street Address: ❑ Water ❑ Sewer ❑ Metro i OJ E ❑ Hotel ❑ Motel ❑ Office ❑ Retail ::MISCELLANEOUS;;!: ►- New Building ;:.;INFORMATION;:: -` Square Footage: ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition King County Assessor's valuation of existing structures: $ ❑ Standby ❑ Single - Family Residential ❑ Apartments ❑ Condominiums ❑ Sewer Main Extension El Private ❑ Public !>�Storm Drainage ❑ Street Use D Water Main Extensbn ❑Private ❑ Public ❑ Water Meter / Exempt:- No.: Sizes* Deduc ❑ Water Only ❑ Rri Water Meter / Permanent - No • _L Sizes* / ❑ Water Meter / Temporary: - No.: — Sizes• Estimated quantity' Schedule* D Other: ❑ Church ❑ Hospital Phone No.: Cit /State/Zi : Phone No.: City / State/Zip: Phone No.: City /State /Zip: Phone No.: City /State/Zip: Phone No.: City / State/Zip: 0_ ❑ Other: Exp. Date: ❑ School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ DDO. oL 04/22/92 Permit No: PW93 -0122 Status: ISSUED Project: TUKWILA DENTAL C Site Address: 13955 INTERURBAN AV S Location: Parcel #: 336590 -0220 Wetlands: Sewer: Contractor License No.: TENANT TUKWILA DENTAL CENTER OWNER SINGH HARSHAND 14035 MEMORIAD ENGINEER OYE JOHAN CONTACT RONHOVDE „TORJAN Issued By: STORM DRAINAGE Issued: 07/15/1993 Approval Letter: 06/16/1993 Expires: 01/11/1994 Watercourse: Slopes: Water: UNKNOWN Final Inspection Approved: Inspector• Signature Date Phone: (206)431 -0953 Phone7.:•. (206) 537 -8128 Phone: "(206)854 -5010 a.: * ************************** * * * * * * **'** * *` * ** * * * * * *•k * * * * ** Additional PerlOt' cri STEM t x: 5000 InspectT6n Fee:;: `Y . Additional Square ;e TOT FEES; .. King Count r l uat.fon: ;y, " ., � - ” rt f ;. ` Varl-ue of Construct'ion::;..;;,.'; 400, 000.00 * *•k * * * * * * * * * **ik ** * * ** h * * ** * *''k•k, * *, * * * * *k * k * * * * * ** * ** * * * * { * * * * * * *•k ** ** y. I hereby acc th is <perm'it a ,rldagree`' � to ab•i;de ,.sections)'of the City of Tuk,w,i la. Ntunic'ipal Code. We agree; that the.C.i:ty of Tukwila sha,l l be held harmle.s.s` for' "all 4or any claims arising as.. a„ result of, this,, project. Permits whi'ct have Lapsed beyond the, expjr•ation, date 'shall require a re- application and`'reissuance of the permit through. the City .at additional Acct "No : 1412/34.2,. 400 Acct No:r 000/34'5830 it ,4 THE APPLICANTMUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND, COMPLETION OF WORK AT LEAST' :24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. Date: Signature: *** ** *****************'***********************•**** * * * *•k * * ** * * * * * ** * * * * ***A * * * * ** APPROVED FOR ISSUANCE BY: JAP CCIMOD Date:_I _ _ t3 Authorized Permit Center Signature ******• k*********************************• kk• k****** *•k *k * * *•k * * * * * * * * * * * * * * * * * ** ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. ' ; C 7ttkWil,ei Community Development / Public Works • 6300 Southcenter Boulevard, Sulte 100 • Tukwila, Washington 98188 Permit No: PW93 -0121 Status: ISSUED Project: TUKWILA DENTAL C Site Address: 13955 INTERURBAN AV S Parcel No: 336590 -0220 Wetlands: Water: UNKNOWN h Sewer: Type of Install: PCOM Number of. Units: 000 New SQ FT: 5000 Contractor License No: Signature: Inspector SANITARY SIDE SEWER Watercourse: Exist SQ FT: Inspct'i on:F.e'e : Final Inspection Approved: ignature Date (206) 431 -3670 Issued: 07/15/1993 Approval Letter: 06/16/1993 Expires: 01/11/1994. TENANT TUKWILA DENTAL CENTE OWNER SINGH HARSHAND Phone: (206)431 -0953 14035 MEMORIAL DR S TUKWILA ENGINEER OYE JOHAN Phone: (206)537 -8128 CONSULT ING ENGINEER, 122 131ST' , TACOMA 98444 CONTACT RONHOVDE TORJAN Phone (206)854 -5010 Description` SIDE,SEWER HOOK -UP' INTO.E) ISTING STUB �l : k*********** 4r*'** ik,• k_ k *********• k *.k* * ** *' * ** *. *' * * *** * * * * * * * ** *sir * * * * * * *•k * * * * * * * * * **** 20.0 •Acct No: 402/342.400 H,bok UP Fee ::, 150.00 Acct No: 402/388.102 Special r'As`sessment 00 Acct No 402/388.101.. TOTAL FEE 170 Op ,: ******** ****. 4********* **** * * * *: * * * *1k * * * * * * *!r *** * ** C•k * ** * * * * *�k * **** * * * * * * * *k ** APPLICANT APPLINT HEREBY AC CEPTS THIS PERMIT,'AND AGREES TO ABIDE BY ALL , APPLICABLE',SECTIONS OF THE..CITY OF MUNICIPAL CODE AND APPROVED?PLANS. WE ALSO AGREE THAT THE CITY, OF/ TUKWILA' SHALL BE HELD HARMLESS FROM ALL' OR ANY CLAIMS ARISING ; AS A RESULT OF THIS PRO WHICH HAVE LAPSED BEYOND THE PERMIT SHALL REQUIRE REAPPLICATION AND RE ISSUANCE OF THE PERMIT THROUGH THE' CITY OF TUKWILA AT AN. ADDITIONAL,.FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST: 24 HOURS IN.,ADVANCE. FOR AN INSPECTION ' CALL 433 - 0179: Slopes: Add SQ FT: Date: �• /u /� Company: � �� ::.' Tit le: * *•k * * * * * * * * * * * * ** *ik* * * * * * * * * * * ** ** * * * * * * * * * * ' **, * * * * * * * * * * * * * ** ** APPROVED FOR ISSUANCE :4 Issued By: OctiP Authorized Permit Cen S g a't.ur;e = 'Date *** * * * * * * * * * * * ** * * * * * * * * * * * * * * * * k** ** * *** ** * ** ** * * ** * * * * **•k * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. r7g CITY OF TUKWILA. Address: .13955 INTERURBAN AV. S Tenant: TUKWILA DENTAL CENTER Permit No: PW93 -0121 Status: ISSUED Type:.PW -SSS Applied: 10/20/1992 Parcel #: 336590 -0220 Issued: 07/15/1993. ***********.****.******' k************************ * * * * * * * * * * * * * * * * * *** * * *,k * **** Permit Conditions: 1. NO SEWER DESIGN WAS PROVIDED` A5;PART:;"OF7HE, PROCESS. THIS DESIGN; 'AND THE SUBSEQUENT 'CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE.WITH CITY: SEWER STANDARDS. t s'. \� 1 t �i / r X 0 ,0 : �, k f s t i ; fir' 1 k, "r 1N ,„ It F z � 4 : ....'1 3 1 1 fi 1x ,. ti N•! 1 ' . �' � � ,. `'. • t 1.'4.: 1` � r f• �r': � }It '.4',- . 4 E• d" „r , Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: TENANT OWNER ENGINEER CONTACT Issued By: 336590 -0220 Inspector Signature PW93 -0120 ISSUED TUKWILA DENTAL C 13955 INTERURBAN AV S TUKWILA DENTAL CENTER'... SINGH HARSHANU 14035 MEMORIAL DRS,' TUKWILA OYE JOHAN ` ' CONSULTING ENGINEER, RONHOVDE:. TORJ'AN Additional:'Description:- 200 CUBIC,•`YARDS OF FILL Grad i ng /F i :l,�.l (Yards)-Cut: r ' Permit`: Fee: " 4 " 33 :00 Plan Chec'k 22.50 Other: S ; Tota l',Fees: ,.` .•, ` 55'.50 Final Inspection Approved By: LAND ALTERING Watercourse: 98168 Issued: 07/15/1993 Approval Letter: 06/16/1993 Expires: 0 Slopes: License No.: Phone: (206)431 -0953 Phone: (206)537 -8128 1'22 131ST TACOMA 98444 Phone: (206)854 -5010 * *** * *•k * *•k *•k * * * * *•k *' * * * *** **** * ** k *** **** * * k •k * * ** * * *•k * *** **** ** **** k ** Account Account • .Account Va'l.uation: 200 Total':.. 200 No: No: No: 000/322.100,'` 000/3452 830 000/386.904 400,000:00 F' t ** * * * * * * * * * ** *i **t4 ; * *;k * * * * *** k * * * * * * * * * * * * * *•k *# *•k* *•k * * * * ** I hereby 'certify ",that I have..read and.exam.ined %.this permit'and know the same to be true,'and correct All provisions. of law and. ordinances governing this work will ',be comp7•ied with, whether specified herein or not..The granting of ,�d this permitoes {n'ot presume to give authority, to violate or- •.cancel'the provisions of‘any: other . state or local laws regulating construction or the performance •af. work. I'anm authorized to sign for•and obtain this Land . Altering permit. This permit shall become null and void if the work is not commenced within from the date of issuance,or if the work is suspended or aba'ndoned,.for a period of 180 days from the -last inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. 7 j 73 Signature: Date: * * * * * * * * * * * * * * *•k *•k * * * * ** *****************,*:***• k*** * *•k * * * * * * * * * *•k * * * * * *•k * * *•k ** APPROVED FOR ISSUANCE: JAP Dater ^15 ^00 Authorized Permit Center Signature **********************• k• k* k******** k********• k* k*• k**• k*• kA•k *•k•k * * * * * * * * *•,t * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Cate': CITY OF TUKWILA Address: 13955 INTERURBAN AV S Permit No: PW93-0120 Tenant: TUKWILA DENTAL CENTER Status: ISSUED Type: PW -LA Applied: 10 /20/1992 Parcel #: 336590 -0220 Issued: 07/15/1993 k* * * * * ** **'* ** * ** *** ** k* * ** * * * *•k ** k * * * ** k* * k * * *•k * * * **'k ** ** k* * * * * *•k *'k * * * * *•k ** Permit Conditions: 1. 1. THE LAND ALTERING FEE IS BASED`: UPON AN ESTIMATED 2000Y OF FILL IF THE FINAL:. QUANTITY EXCEEDS .;THIS AMOUNT, THE DEVELOPER WILL. BE REQUIRED TO CALCULATE THE FINAL QUANTI- TY AND PAY :THE=;DIFFERENCE 'IN PERMIT FEE: 2 . TEMPORARY,, EROSION ; MEASURES SHALL BE IMP LEMENTED AS THE FIRST ORDER OF BUSINESS TO PREVENT OFF-SITE SEDI- MENTATION': THE SITE' SH t L A HAVE PERMANENT. EROSION CONTROL MEASURES IN PL AS " , SOON AS POSSIBLE AFTER FINAL GRADING HAS BEEN Permit No: Status Parcel No: Site Address: Location: Start Timer End Time: Signature: Issued By: Inspector Signature PW93 -0119 ISSUED 336590 -0220 13955 INTERURBAN AV S t HAULING Bond Number: Date TENANT TUKWILA DENTAL CENTER OWNER SINGH HARSHAND = �.- :: " -� ;.,. ; Rhone: (206)431-0953 14035 MEMORIAVD •S, TUKWI 98168 ENGINEER OYE JOHAN ` CONSULTING . ENGINEER,'122. 131ST,S,`'.TACOMA 98444 ' :.. CONTACT RONHOVDE :;'TORJAN `Phone ( 206)854 -5010 ************* * 9k 1E** ***** ' ** 1 *** * * * * * * * * * * * * * * * ** * * * * * * * ( * * * ** * * * * ** * * * * * ** Plan ", 10:: 00, Inspe Fee: ` ,. 15.004 `� . .._, �' ;' Other Fee: . V Vt. i . 00 - ''. /r`e'`, TOTAL FEES: " ". 00 S **********A**** A k 4***************** * r ** ; r* .************ * * * *,k; * *�k * * * * ** * * * * * * * * ** s i ` ne hereb a l-i 'es - °•f.or.$ dr The under applies-on to perform hauling , 9 , Y PP P P g,. per. ∎ ■ map in a "ordance w41 th thefol l own conditions , ,. '' " ' 1- Flaggifng , signing, and be,"in{accor• MUTCD cance with: for'r traffic controsl°: tr ^' "" _ ; ; r�' r ' 2- Contrac t or- hshallt,pr�ovide flagmen -f0,-,'.!traffic cont 3- Sweep o.!"r oth,erwi se c1 can ,str'eets to the rs. ati sfact i on of Publ•.i W orks each night c und ; hauj`,ing :r.oute '(no ushin a•l,lowe'd) . ` ' %; so 4- Notifyity inspe'ctor`"'be ;f,ore: .X1'2 :00. preceding any weekend work . �71\ ,, tr 5- Permit 'ti va'Td between the weekday .hours. 7 00'a,m. and 3 :30,'p only. 6- Clean and,remove. d from city catch:,basins'in around `hauling routes. ',l; ,,,4 h, 7- Provide a temporary access as; not to interfere with other vehicle movement orcause,,,truck to travel over curbs.',--,' 8- All vehicles" .must ,Make complete stop prior to entering .public right -of -way. 1. ANY MATERIAL SPILLED ONTO ANY PUBLIC STREET SHALL, BE'CLEANED UP IMMEDIATELY. * * * * ** k****************************** �It***** * * * * * * * *•k * * *•k * * * * * * * * *•k* * ** k ** • THE APPLICANT MUST NOT'IF THE INSPECTORt OF COMMENCEMENT ; AND COMPLETION OF WORK, AT LEAST 24 HOURS IN 'ADVANCE: 433- 0179 ' " - 7 - 15 - 93 Issue Date: 07/15/1993 Approval Letter: 06/16/1993 Expires: 09/13/1993 Phone, :,. (206) 537 -8128 'Date. 7/s * ** k* ************************ k********** * * * * * * * * * * * * * * * * * * * ** * * * * * *•k ** k * * * * * ** APPROVED FOR ISSUANCE BY: JAP Authorized Permit Center Signature. Date ***********************• k*************** *'k * * * * * *•k * *•k * * * * *•k *•k * ** * ** k *•k* k* * * *•k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Address 13955 INTERURBAN AV Tenant: TUKWILA DENTAL CENTER CITY OF TUKWILA Permit Na: PW93 -0119 Status: ISSUED Type: PW -HAUL Applied: 10 /20/1992 Parcel #: 336590 -0220 'Issued: 07/15/1993 * **** * * ** * * * * *** ** Ir*• k******• k• k*.**• k************** * * * *•k ** *•k * * *•k *** * * ** * * ****# Permit Conditions: . �.,. .. 1 , ANY MATERIAL .SPILLED ONTO.4ANY -h- PUBLIC�:STREET SHALL BE CLEANED UP :IMMEDIATELY. r,- ,�,,. x » - Permit'; No: PW93 -0118 Status: ISSUED Project: TUKWILA DENTAL C Site Address: 13955 INTERURBAN AV S Location: CORNER OF 57TH AV S & INTERURBAN AV S Parcel #: 336590 -0220 Watercourse: Wetlands: Slopes: Y Sewer: N/A Water: UNKNOWN Contractor License No.: TENANT TUKWILA DENTAL CENTER. --.;; SINGH HARSHAND,;• 14035 MEMORIALa:DR S, TUKWILA 98168 OYE JOHAN "`" ' OWNER ENGINEER CONTACT CURB CUT /ACCESS /SIDEW( CONSULTING. ENGINEER, 122 131ST S, TACOMA ; 98444 RONHOVj? ., TOROAN: • _Phone: (206)854-5010 '`i; ** * ** * ** * * **** * *ii ****• k* i ****** F****• k •k•k******* ***+t * * ***•k* * * * *•k* r. M. ! APPROVED FOR ISSUANCE BY: JAP:=; Issued: 07/15/1993 Approval Letter: 06/16/1993 Expires: 01/11/1994 one: (206)431 -0953 Phone: .(2O6)537 -8128 Additional Pe,r i•i'tif Description: , / NEW SIDEWALk ND CURB RETURN' Existing SgUa're Ree,et: New Squer a .‘.! 5000- Inspect;ion F ee . ; ' `' "'15,, `'''�,..� Acct . No:' 000/342 400 P l a n Check Fee: , �� 10 _ ;, t' Acct No 000/345. 830 TOTAL FE : , k /'-' 25A0' King County;?`Valua, on;. -I ,.. ; fi, 4 ._ V a lue of Construction: ;400,000.00 * * * * * * * * * * ** * * * * ** 14* * * * * ** ** ; k. ** * * *•k** *.* ****** * **** * * *** f * *. *•kA k ***•k* * * * * * *** I hereby accept:. h1s permit and agree to abide all : appl icab<le `sections'of the City of Tukwilai*t unicipal Code. We agree':that"'the City of,`'Tukw.ila shad l be held harmlessst = (all or any claims arising;, as a•..result of this•'projeot. Permits which' thane:' lapsed beyond the expiration date . •.sha ll require a re- applicatioi 1 'and reissuance of the permit through the 'City at an additional fee. Additional Square I ' 1144\ fr THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF ,COMMENCEMENT AND•COMPLETION OF WORK AT LEASTk 4 HOURS. IN ADVANCE:. TO� AN INSPECTION CALL • 433 - •0179.' • Signature: Date: * *•k * * * * * * * * * * ** * *k * * * **c * ****'m*************** r* c*•***** * * *•k * * * * * * ** * * * *• ** * *•k* * *•k ** Issued By: . - 0 Date: Authorized Permit Center Signature * c*********************************************•**** **** *** * * * * * * * * * *•k * * *•k * * * *•k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • CITY OF TUKWILA Address: 13955 INTERURBAN AV S Tenant: TUKWILA DENTAL CENTER. Permit No: PW93 -0118 Status: ISSUED Type: PW -CCAS Applied: 10/20/1992 Parcel #: 336590 -0220 Issued: 07/15/1993 ************************************ * * * * * * * * * * * * * * *•k * * * * * * * * *•k ** k * * * * * **•k k* Permit Conditions. 1. WORK AFFECTING TRAFFIC,FLOW ON.INTERURBAN{AVENUE S SHALL BE CLOSELY COORDINATED•;WITH THE' CITY UTILITIES_INSPECTOR: A TRAFFIC CONTROL ,PL'AN: MAY NEED TO BEr,SUBMITTED - FOR;- APPROVAL PRIOR TO THE INITIATION OF ANY ; CONSTRUCTION WORK'-;ON FEATURE. City of Tukwila Department of Public Works MEMORANDUM NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: JUNE 16, 1993 Attachments a/s cf: METRO Finance Department (w /copy, of application) City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) John W. Rants, Mayor Ross A. Earnst, P. E., Director SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Tukwila Dental Center 13955 Interurban Avenue South Project No. P92 -0112 Activity Nos. PW93 -0118 thru 0123 Contact Person: Torjan Ronhovde Telephone No.: (206) 854 -5010 THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 16, 1993: Permit fee Curb Cut /Access /Sidewalk $ 25.00 Hauling $ 25.00 Land Altering $ 55.50 Sanitary Side Sewer $ 170.00 Storm Drainage $ 25.00 Water Meter (permanent, 1 ") $ 325.00 TOTAL $ 625.50, Two copies of the confirmed Utility Permit Application Form and approved plane have been inserted in the permit files. Attached, are METRO Business Declaration and Non - Residential Sewer Use Certification forms which the applicant needs to complete and submit to METRO. JP /cd ad.d25.tukdent.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 o Fax (206) 431 r*******.*** i * * * * * *:k * * * * * * * * * * * *• * * * * * * ;Z1 Y OF TUIKWIL.A, .:WA TRANSMIT 60, * *4* *A* *, r***,*k 4 4M 44.*k******** ** * * * * * * * * *: **** * * * * **4* * * ** **4( **4 TRANSMIT Number: 92001164 Amaunt:.' 879.78 16/20/9a/210h2 Permit Na:. B92 -0$Oi Type 8-BUILD BUILDINGG. PERMIT Par cel ;No 336590 -0227 ite Address: 1397,;? ° XNTERURB.AN AV ; b aym;en:t; Meth - CHECK Ncitatiari :,:HARCHAND" SINGN r Xri.ita SLb r * ** *t ** * *k * *4* * * * * ** ** * *Ak. rir,t * *kiti ie * * * *** *fie * ** * *k**** * * *kk4e*k *** Acca Code . Description.. ' , PEt i d '.'000/34'5.830 PL i `;CHECK NONR E$ 079..78 Total (This Pitymarit) a 879.'78: GENERA 879.78 TOTAL 879:78 CHECF:. 879.78 CHANGE . 0.00 4472A000 14.58 h*************************l e*k** *skk ******** **** **ir****kk **k ****** 2.ITY OF 1'UI(WILA, WA TRANSMIT GENERA 1353.50 k******6 * * * *** * * * *** *11r * *k *k * * * * * *k* **k * * * ** * * * * *** ** * ** *sir *** *k* :. GENERA : 4.50 TRANSMIT Number. .93000923 Amount: 1,350.00 07/15/'93' 09:20 GENERA 10.00 Permit No. 092-0331 . Type. B -BUILD BUILDING" PERMIT GENERA 15.00 Pa rcel No: 336590.0220 GENERA 10.00 Site Address: 13955 s INTERURBAN AV. 5 GENERA 15.00 Payment Method: :CHECK Nat`,tionI SUMMIT CENTRAL Inita :BLB GENERA 33.00 **************** * **k* * ** * * * * *4 ** **k ** * * * *JFk* *fie * * * **** **Irt *k * * *k* GENERA 22.50 Account Code " pescr i p''t.i on Pal d GENERA 20.00 000/322.100 . . BUILDING. - NONRES 1,353.50 _ GENERA 150.00" 000/306.904 STATE IkUILUINQ SURCHARGE 4.50 GENERA: 10.00 Total (This Payment) a 1,350 .00 GENERA 15.00 GENERA 10.00 GENERA 100.00. GENERA 175. 00 GENERA 15.00 GENERA' : 25.00 *****************-************************is*******************k ITV OFIAIKWILA W RANSMIT ki(4r,4*.***********4*********:A.**;k4********0********4,4********* TRANSMIT,A0n0e93000924''Amount: .25.00 07/15/9T Prmit No TW930410 .Type: PW-CCAS pimp zuT/Acc057SIDE Parcel :No: 336590-0220 :Address 13955':INTERURBAN S. LOCatienCORNER OF 571H AV 8:.& INTERURBAN 'AV S. :PaymentA4th6d.1 CHECV:Notation SUMMIT CENTRAL - *****444***** Paid 1.0.00 45.00 25.00 Account Code Description 000/345.030 PLAN CHECK - UTILITY 000/342.400 •INSP FEE - UTILITY Total (This Payment). ...JotalFeest HTot.al All Payments: • Balance: 25, 25.00 TOTAL 1983.50 CHECK 1983.50 CHANGE 0.00 • 2494A000 16:10 "' 1 ils*, k* k***'k****** k********** * ** *** *** *** ******* *kh **k**** CITY, OF : TUKWXLA, WA 1. . TRANSMIT * * * * *k * * * * ** **k ** * * ** Iii**** *** n4 +4 ** * **'k** *'k **kr * ****k, ** ***fig** *.*k 1RANSMIC`N�mbera :►3QO0725: Amount: 25.00 07/15/93 '09. ,127 Permit Na :.:PW33. -0119 Type.: PWW= HAUL: HAULING Pttrcel ` N6,1 336590-0220 .; Bite , iddrera. 13955 TN`URURBAN' p ymerit,Met,hod ..GNECK Natatiand'SUMMIT CENTRAL Iri_it. SLB * ** * *,k ** * ** ** *?F * * * * k * * * **** **k*. * * * * * **** *"* * * * ** k* *.* k *k*** ** * * * ACCOuurit ± Cade : De cr',i pt i pry . Paid 0 PLAN- CHECK - UTILITY 10:.00 0:00/3,42.400 1NSP. FEE.,'_ UTILITY 15.00 Total (This Payment): .. , 25.00 6■ 25.00 25.00 .00 ******** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * *, time ** * * * * * ** * * * * * ** * *** *** CITY OF..TUKWILA, WA TRANSMIT *******'****,***************"******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: : 93000.925 Amounts 55.50 07/15/93 09:28` Permit .No: .PW93- 0120 :Type: PW -LA LAND ALTERING PERMIT Parcel No 336590-'0220 Site Address: 13955 INTERURBAN AV S Payment Method: CHECK Notation: SUMMIT CENTRAL In•it. "3LU **************************,******* * * * * * * * * * * * * * * * * * * * * * * **: * * * * ** Account Code Description Paid 000/322..100 BUILDING -- NONRES 33.00 000/345.830 PLAN CHECK .. NONRES 22.50. Total (This Payment): 55.50 Total: Fues Total All Payments: Balancer \c 1k° 4cNcl 55.50 55.50 .00 Total Fees: Total All Payments: Balance: * 1e**** *** r**'***** e******• k****** ** * *•k *k* * * * * * **k * * *k * * * * * * ** *fir* * * * CITY `OF;.TUKNT.LA,, WA. TRANSMIT *******,*"*•**** i***:•k** * * **.re* *"* **** *' * * ***** ***k * *•k * * * ***** * * * TRANSMIT number•: ` 49 7 :Amount :a. '17 07/15/93 :09 :.28 Perinit Na: PW93 0121 Type :. p14-SSS SANITARY :SIDE SEWER Parcel`. No: 3 36590 -O22U ite ,Address 1'3955 INTERURBAN AV.5 pay Method: CHOCK Noiatiaria' SUMMIT CENTRAL . SLU' .. k *k ** * *k .kirit** ** * * * *** tilt * * *•kti4 * * * *yl•* * * ** k*** ti4 * * * * * * * * *k * * *o4 *•kie**i **e Account "Code . ' . .Descri pt i on Paid 402/342 »400 INSP FEE - SME /SSS 20.00 402 /,3;85 «"102 SEWER .HOOK -Up 150.00 Tatar ,.This Payment) : 170.'00 k******* AL k d+**,************** * * * * * * * ** * * * * * * * * * ** * * * * * * * ** ** ITY OF TUKWILA,WA TRANSMIT k*** * * * * ** ** * **** ** * * ** * * ** * * * ** * ** *fit * * * ** TRANSMIT Number: °930009 28 `Amounts 25.00 07/15/93 09:28 Permit No PW93 -0122 Type: PW -S[) STORM.. DRAINAQE Parcel;. No: 336590 -0220 Site Address: 13955 "`INTERURBAN AV 8 Payment Method: CHECK Notation: SUMMIT 'CENTRAL Inita ".SLt3 *************J t********************** * * * * * * * * * * * * ** * * ** * * * * ** ** Account; Cade Decor iption Paid 000/345,830.: PLAN CHECK UTILITY 10.00 412/342.400 INSP FEE STORM DRAIN 15.00 Total (This :Payment) a 25.00 ************ k********* kk*•****** k* *k *k**** **** * ***k*k**kk*k ITY OF TUKWILA, WA. TRANSMIT ************ k** kk********* k****** **** * * * ****k *k **** * *k** ** * * **h TRANSMIT Number 93000929 Amount: 325.00 07/15/93 09 :28 Permit No PW93-0123 Type: PW-WM WATER METER PERMIT Parcel . No: 336590 - 0220 Site Address: 13955 INTERURBAN AV/ 5 Payment Method: CHECK Notation: SUMMIT CENTRAL Init: BLS ********** k********************•* * * * * * * * *kk * * **k * * * * * * * * * *****kk Account Code Description Paid Q00/345.830 PLAN CHECK - WATER METER 10.00 401/388.102 WATER CONNECTION 100.00 401/386.520 WATER INSTALLATION (DEP) 17.00 401/342.400 WATER ]INSPECTION FEE 15.00 401/343.405 WATER TURN -ON FEE 23.00 Total (This Payment): 325.00 Total Fees: Total All Payments.: Balance: 325.00 325.0() .00 6L• Address: 13955 INTERURBAN AV S CITY OF TUKWILA Permit No: B92 -0381 Tenant: TUKWILA DENTAL CENTER Status: ISSUED Type: B -BUILD Applied: 10/20/1992 Parcel #: 336590 -0220 Issued: 07/15/1993 ****•***********************•***********•***•** k•**•** ** * ** *k **• * *"* *k*** * *!&•* * * * * ** Permit Conditions: 1. 1. TEMPORARY EROSION. CONTROL • :ME`ASURESSHAL•LL IMPLEMENTED f vc AS THE FIRST ORDER .OF BUSINESS . T0'PREVENT OFF -SITE SEDI- MENTATION . 2. THE SITE SHALL,.HAVE EROSION CONTROL MEA IN PLACE AS SOON, AS POSSIBLEAFTER. FINAL GRADING HAS BEEN COMPLETED . AND PRIOR „T�O F'INAL PROJECT ACCEPTANCE 3. A COP CE: THE RECORDED EASEMENT''FOR COMMON. INORESS/E SHALL B PROVIDED PRIOR TO CERTIFICATE `OF OCCUPAN`CY 2. No change wil l be made to the .,p,l "ans unless r approved''`by Architect and the Tukwila Bu "i1ding Division. 3. Plumbing permit shall be through the Seattle-Kin Country Department Public Health Plumbing wi 11° bex v insp�atedt,by - °that agency, including all gas piping (296'`'4722) . thej-C1ty of Tukwil `� .e. ? ' r ., 5. E 1 e ctrl ca l i'perym•it wsha l l be9`� .taiined ; thr o ugh , the Washington Sta e D ^iv:i;'ion of Labor ~ / an c,�I�ndustries`':and ":al l electr�ica''1'' work 'wil b' i;nspected:r,by agency,, . -6657) . 6. Al lg , `p i erm".i;rt ` s, inspept'ion irecor�ds`i andapproved plans shal mai „ 't fined available he job' site 'prior to the start -` any,-cona',,Ou These documents' ar e to`., be.maintained,, available. {}until + «hfinal inspection \apprava.i_,.is granted. 7. When } stpecta`tl nspect i on is required e�i ttOr t`he owner, , archite ro ?engi�rreer shall notify the ;Tuk Bui.iding Divas ;c r l of appointment of the inspection agencies prior t r, !b the fi, bui ldi i�n�,spection. :' Cnopies ofl_�•a.1.1 "`specia.l; on inspecti report's shajl.1 be submitted to the=,Buil ; d.ing , Di vi sion 'in: a ttk011y marin`er. Reports shall `conta,1n raddre.s s, project na'me; ° i'�t number and . t•ype of' inspection be n'g performed. . . A . Y . 8. The special in ector shall ° Sriit� +.final signed „! r{;epo'rt g statin whether` 'uin-i ec.l hies:� re al ins ectlo'n was, to the best of the in;sp.eotoi s 'know�lFedgie, in . c;onfd'izmance with approved plans and s eci`iY a n s ari Stu ems= p. �1'i cab 1 e work- manship provisions of p 9. All structural concrete shall be special inspected (Sec. 306 (a) 1, UBC). 10. Any new ceiling gr and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Readily accessible access to roof mounted equipment is required. 12. Engineered truss drawings and calculations shall be on site and available to. the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 13. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material. shall bear identi- fication showing the fire performance rating thereof. 14. Subgrade preparation including drainage, excavation, 4. Al li, mechan i ca 1 , work,.:sh'al�l,, ber (under s'e. �.par? atte,. permit through '` 4 cri% w�recommendationsy. given in the soils report. cal gas syste ) shall.be installed.. and m pained in accordance with't Fire Code. When nonflamm o1e supply cyllnders.for such systems are located inside buildings they shall be in a separate room or .enclosure separated from the rest of the building by not less than one -hour fire- resis- tive construction. Openings between the room or enclosure and interior spaces,sha.11 be protected by self closing smoke and draft control assemblies having a fire - protection rating of not lets than one hour. • Provisions for such use has not been approved under this permit application. A separate • application will be required for any medical gas system instal1atian.. ,.•. . , g 16: There shall b.e no occup.a#�y4 �1�'ui€Xwd'i�F,,, final inspection .hss�.en�bmplei;ed by"t'ti 1nspector.. Validity of 'P Plant, specs strued to of any of , e p • ordinanq, • f irie , is yi' tJoni N hermit .pr�e late +�r can c � BE REQU e ' r ovisians��o s h a 1 `�g 1 i d (‘‘f: :,.,. ,F'IC OF o r*� pro v a 1 o f until the 410 Building s, lc ,f a periiii s 11 ' m tart os sh 4 . 1 p e rm i to� or an, a, p,p�r o�v a 1 a f rovi tons 9f, oft re State' Bu ti d 1 v authorlei or i 4 i p i f l c od A C ERT° ��T 'n A Q CCUPA Nw�Y� IRE FOR THIS 5.ERMIT�;N� • City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0381 (510) John W. Rants, Mayor November 18, 1992 Re: Tukwila Dental Center - 13965 Interurban Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the . following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. •(NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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) 2. No point in an unsprinklered building may be more than 150 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 occupant load of 50 or more. (UBC 3304(b)) 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)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.111(d), UBC 3314(c)) A hydrant is rarIlirad w4fk It f1' .- the ., MI.MA[ s .d City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor building and no portion of the building can be further than 300' from a hydrant as measured by path of vehicular travel. Demonstrate that you have adequate fire flow for this project - 2000 gpm at 20 psi residual for 2 hours. 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1528. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 2 -1.4) Local U.L. central station supervision is required. (City Ordinance #1528) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1528) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1528) (UFC 10.501(a)) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) 4. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where Ammediate access is necessary for life- saving or fire- fighting purposes, the Chief may.requi,re a key box to be •installed in an accessible location. The key box,shall be a type approved by the Chief and shall contain keys to . gain necessary access as required by th Chief. (UFC 10.302) 5. Each circuit breaker shall be legibly marked to indinai_a it' a mnrnnaa (M r! 11f1_9rJ1 City of Tukwila Page number FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 6. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not .imply approval of such condition or violation'. The Tukwila Fire Prevention Bureau T.F.D. file n cd ro ect:,An, "— Type of Inspe M "• n: Special Instruct ons: Date Wanted: a ^ � a i p.m. Requester: Phone No.: COMME I Ins•: �r (Rece o t�l INSPECTION RECORD c ,; , - Retain a copy with permit " q3 S/ 77; ue., f B Sc., h ,� Date: Date: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '��r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r �- ---(2O 431 - 3670 Approved per ap e- eodes; — 0 — Corrections required prlor-t approval. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �qa - 0381 (206) 431 -3670 Approved per applicable codes. COMMENTS: ' Receipt No.: '" ❑ Corrections required prior to approval. Date: PERMIT NO. ❑ $30.00 REIN PECTION FEE_REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. a ' 66 r- ' nstructlons: U ,0 Na n ao.:. Special Date Tented: am. p.m. Requester:6 / ..444..„1„...... ) / Phone No.: a q 44. _.,. 3 g7 1 SPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �qa - 0381 (206) 431 -3670 Approved per applicable codes. COMMENTS: ' Receipt No.: '" ❑ Corrections required prior to approval. Date: PERMIT NO. ❑ $30.00 REIN PECTION FEE_REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. • rR INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:' f f S S ol� <S ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid .at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. PERMfl NO. (206) 431 -3670 S..- ow ..1 — -- "° L. i .. c. ...J..Y..U....,..a �..drat t .., ,d ress: i „,...956 �jl4 1�-'V'`�.► / , e n ons: - Al LEte Wanted: ._ /4 - n :.-. a� y4- Requester. 6 I o • rR INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:' f f S S ol� <S ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid .at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. PERMfl NO. (206) 431 -3670 S..- ow ..1 — -- "° L. i .. c. ...J..Y..U....,..a �..drat t .., Project: —AA) ./ /..1� A Type oMspedbn Date Called: Address: 61 Special Instructions: Date Wanted: r Requester: Phone No,: I Recall No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' INSPECTION RECORD Retain a copy with permit Date: 412.,_ PERM NO (206) 431 -36 0 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspectlon. ProjeQ17 uj {ttJJ��c ( , C� Type of Inspection: .�_ ' Address;. pate Called; Special Instructions : Date Wanted; 7 G Ad Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 lApproved per applicable codes. 04_ ,2 COMMENTS: • KO NO.. INSPECTION RECORD Retain a copy with permit L5 ❑ Corrections required prior to approval. PERMIT N0. (206) 431 -3670 e; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Project: 1 ,0-77 t... ,71-A Cvz... .7.-i-v-vni,,, Type of Inspection: 1 oz.e /4,•=v-i— Date Called: 1 / Cerl`f Address: / Special Instructions: j41' 0 A . ni - Date Wanted: / / S pf ki am p.m, Requester: Phone No.: P CT O. INSPECTION • RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 5C 1 — 03g/ 0 PERMIT NO./ (206) 431-3670 ID Approved per applicable codes. 1 4 Corrections required prior to approval. o po.00 REINSPECTI N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. — Project: - Type of Inspect on: , lri:%��r • .1 toss' i 04,400 71. 1 gm `1 struchons: 0- a TTant:..; (.4e am. Requester. A110 CITY OF TUKWILA BUILDING DIVISION o /S 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 0 Approved per applicable codes. COMMENTS: Ph.k i ' G 4- 6,4l4lsr„ P/ftG O f< , t3LPG Ass o,-€ e <6 134C 20 ` . FR. Arc PR-0 PCn2 ?• t . f n«' P ex. .,f �. A M S7 a t 7"//i4 7 EGA C 7'd 7) -PA P477117 -',t it l e d i o u LA H3C•ia ; tuc Pau-) INSPECTION RECORD() Retain a copy with permit \t, 6; 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, iee :must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rypeo le,--- , ns':. • . _ u : t • • • r asa: 7 5 �- r�T�`Q- • : e ::. 23 /9 1 Ins Spedal 1r c Ions: D ate Wanted: am p.m. Requester: ( A Bone No.: I _ . INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PEW NO. (206) 431 -3670 (Approved per applicable codes. COMMENTS: O Corrections required prior to approval. Sc.t GA`C't.o rJ A PPn b 1 Aa A PPS -SVrrs . CJ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .. n Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit P t: N0. (206) 431 -3670 ❑ Corrections required prior to approval. nspecior ®M= ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. •.•ress: or 4 rG erur�� :, e t a l :i � �-- or , Special Instructions: Date Wanted , A 4 J am Requester. / L ��,�� J h Phone No.: .t 4, W / 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .. n Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit P t: N0. (206) 431 -3670 ❑ Corrections required prior to approval. nspecior ®M= ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. kl M �r .!�i a� o ns. • .. rasa: 5 Ycl.V A /chi N, e 'RI:. -'/7° "P9-- Spedai Instruct ons; Date want / � P O ( ar).m. Requester. '.....--- COMMENTS: r , INSPECTION RECORD Retain .a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 g ()a 63g) PERMIT N0. • / (206) 431-3670 ,Approved per applicable codes. ❑ Corrections required prior to approval. ❑ X30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iiiiiMEIIIIIIMI 'Peo . . 0 • : .R nstruct . s: Date "ant : Requester. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. 1.44 i / fr S v q / 0 (�]I nspector: AWFA TM C J. LA • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: PERMT N0. (206) 431 -3670 i P roject: '�� w I c ,... li"c/V� 1 Type of ns r /u Address: '' '` T i4 -e/v ut V Date C:1:. CA..... Spedal Instructions: yt,� /'� y Date W ar�o d : 5 , I ; m. Requester. IA) �� ( . ( INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: /Jr t ar PELT NO. (206) 431 -3670 0 Corrections required prior to approval. gc/OOp+ 1'-"ep , 4 nspectorAlf ..liSMIN O $30.00 REINSPECTIO FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectian. { Receot No.: Date: «..- � t O..- mg I G �. �Y ype o ns.: « • . .. Ali t 3 . ■ 1 L.4 L. ■ . Special Instructions: Date Wanted, w } -q `t' Requester. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. lam) ,t wM' RoriF IA 1 n w ] ❑ Corrections required prior to approval. ❑. $30,00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite .100.. Call to schedule reinspection COMMENT$: ) ' (j /J1lA1) E .<1ALACA P LNv,.x'51rJc, Ai . .r/r %/),1011,1r, AP /rwva4-5 . S i1*.,';, -- • , 0 l PTA+ - 1 T'a r 0 M S . . C L. 519A -GC' A Ri .. ecc c, (4 06v FKe w, 7 4-rs / M5P. 5 Pa.) + oc p €7?1-rL. C or- T 5'1'i40- 5 Th/t. 44 Addbvk Aop i rzo A.l. a) / Ns ui..A -1.0%) GA V(1 1 L J ' / 2-" 7.'.'1'.s ).S AM A o •p ; a4_ /L. , l ' Ns U LA—CU ti • PAVIIK- SoLuurr 2 Ott F c.. v► ri v' v- -r1 i wt t s Ne - A fl v.1A ' $ NA'(... TPA »,rn TAZ .c1T 2' d.c. 40o POST' 5A,fipogxs uo,l19 c - 57 - 7)0/2-8 . 1401 I ype o ns.:: Address: 1.7 5 5 TA4e41 I ( w Date Called; Special Instructions: Date Wanted: � i 5 j -/ 0 -q 4 (:), p.m. Requester. � t k-ti ?4, .,, g /...., INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. &Corrections required prior to approval. nspector: animelammummalmisi ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. &Corrections required prior to approval. nspector: animelammummalmisi ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: ro J t 44.0 1 lAA cm.- of Insppiionn6 r= ,s-0.0411 ox Address: dd res Date Called: 2 (v nsfn cct . s: , : a ant: , : �/' 27 ' q T l op.m. Requester, r V _ ,4 . P hone tJo.: Z 1— 3E - 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 %Approved per applicable codes. COMMENTS: INSPECTION RECORD 0 Retain a copy with permit /Lc nfik (L -r A 1 /',t4uG' A 2— oM RMIT NO. (206) 431 -3670 Corrections required prior to approval. O $30,00REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 ❑ Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit r qw— kkes N`t`A L-M ** ` c.4 (206) 431 -3670 Corrections required prior to approval. Ai L-1 /.a tn"'YJ . ❑ .$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. x'71 struct one; Date "anted - am. - ci q EL . �) Requester. M � P hone No.. ._ _\ _-- ,..� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 ❑ Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit r qw— kkes N`t`A L-M ** ` c.4 (206) 431 -3670 Corrections required prior to approval. Ai L-1 /.a tn"'YJ . ❑ .$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P Approved per applicable codes. PERMIT NO (208) 431 -3670 ❑ Corrections required prior to approval. 0 $30:00 REINFECTION FEE REQUIRED. Priorr to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Address: 7U 11 .55 .f... Date Called: 1 suuct • , Date ant:.: 4-- —ci A p .m. Requester. 1---e., Phone No.: / INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P Approved per applicable codes. PERMIT NO (208) 431 -3670 ❑ Corrections required prior to approval. 0 $30:00 REINFECTION FEE REQUIRED. Priorr to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. — Wed: o nspe on: / ..1;-/A64 Address: (39 as Date Called; .3_ 3/ ,' Special Ins tractions: Date Wanted: 3 , 3� �7 a .� r . Requester. Phase No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: /` r..•,ze _cep INSPECTION RECORD Retain a copy with permit (Q� e� /---0., 2 7 A-2-e44 t.,/5 c.PG ex's/ G( C,/'2 'mot CiLle Uate: PERMIT N0. (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior toreinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " . A- A 4)) .. �' Waft .T'S Date Calved: Instructions: 4L J • Date wanted —0 __,. 9 Li e � Requester: ( - 1 3 hone — N0 2iL X573 CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECOR t Retain a copy with permit ❑ $30.00 REINSPECTION F -E REQUIR 6300 Southcenter Blvd,,,S: Je 100. C S-' `A Dade: PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. e must be paid at i/ G . ) A —',t i /.. ... ALL rJ ���1,.. , - " _ l A . 1 ._1 I n �� 4'.r. std: ruct ons: f0 ; •.O A- 1. : a rante 1 - / /']] / l — ! , / C� elk m. Requester. 6 t AV red ro /1 if Lel INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Roceipt No.: Bale: (206) 431 -3670 177r A 6 Aikt Min I ' ° .. l .► - ufF IIv e .'1 1: 3 _._ 1 I mud. 4 .a) fpm ,P CL :11 G a ant . 3 _ /0 _ 9 V 73 ❑ Approved per applicable codes. t INSPECTION RECORD 0 Retain a copy w/th permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTIQN FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 97777 Iii1111111111111111 ..., ,., • ,,,,,,a., I, / 0,4,4, )a,fraiv eeo ns''''. Pi 110 ecam:c9— c. 3 ,,,,, . 1-- special cial humid ons: -7 ' OD 1 li b L it-' (- Rs Cl V._, • ° $ I • . • eWantad: ,.. .9 i f —C il m. pa Requester LO YV L Phone No.: efr --. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes 0 Corrections required prior to approval. COMMENTS: ' • A L.,jcs1 r.,JA r at It r - 3 S otA.LLA....A --to 4 10 tArt-t INSPECTION RECORD Retain a copy with permit . /VI. G7. jz. -ziAir to-ttitd c.c.LA-4.14.0,N.L.> • (206) 431-3670 A .A,LOC / • • 0 $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Project Name Address Sprinklers: Fire. Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Author rzed Signature FINALAPP.FRM City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection Approved without correction notice. Approved with correction notice issued TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 7 Permit No. M.- John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # T.F.D. Form.F.P. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone' (206) 5754404 + Fax (206) 5754439 Seattle Bothell Tacoma Sumner Peninsula Portland One Lab. One Consultant. One Solution. Corporate Offices 3267 16th Avenue West Seattle, WA 981194706 u.s.A. Tel: (206) 282.0666 Fax: (206) 282.0710 Pacifi Testing Laboratories July 8, 1994 Certificate No. 9402 -0050 Mr. Wayne Griffin CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd., Suite 110 Tukwila, WA 98188 Subject: Project Name: Tukwila Dental Center Project Address: ' . i terurban Avenue South Permit No: WORK REQUIRED Auger Cast Pile, Grout, Rebar, Flow Reinforcing Steel Cast -in -Place Concrete We have completed the requested special inspections on the subject project. Our final report, dated March 18, 1994, is numbered CR 102471 WORK INSPECTED Auger Cast Pile, Grout, Rebar, Flow Reinforcing Steel Cast -in -Place Concrete To the best of our knowledge,, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection Department V Sincerely, "red 4 James Citing, P.E. President Attachment JCF /ab RECEIVED JUL 1. 1994 COMMUNITY DEVELOPMENT 0 PRINTED ON RECYCLED PAPER TUKWILA DENTAL CENTER Certificate No. 9402 -0050 July 8, 1994 Page 2 :: .RK PERI RMLI) CR 102223 CR 102224 CR 102225 CR 102226 CR 102227 CR 102228 LR 93503 CR 102229 CR 102330 CR 102331 CR 102122 CR 102471 02/24/94 02/24/94 02/24/94 02/24/94 02/24/94 02/24/94 02/24/94 02/25/94 02/25/94 02/25/94 03/11/94 03/18/94 REPORT SUMMARY LOG Auger Cast Piles Auger Cast Piles Auger Cast Piles Auger Cast Piles Auger Cast Piles Auger Cast Piles Resteel for Auger Cast Piles, Grout Volume Auger Cast Piles Auger Cast Piles Auger Cast Piles Resteel, Cast -in -Place Concrete Resteel, Cast -in -Place Concrete Pacific Testing Laboratories Engineers • Consultants • Scientists Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No CR 102471 2 • O 7. 1 3. 9 4 1 1 : 1 6 AdVX '1 ..„T U L. I — 9 4 W EC 70 2r ,41 • SUBJECT! TUKWILA DENTAL CLINIC 13955 INTERURBAN AVE, S. TUKWILA, WA . PERMIT NO: B92-0381 TO WHOM IT MAY CONCERN: THIS IS TO CERTIFY THAT THE ROOFING SYSTEM APPLIED ON THE ABOVE • REFERENCED PROJECT IS MANVILLE SPECIFICATION OONC AND IS CLASS "A" RATED, JOE 01.iiiiiiT"13 ROOFING, INC • •• ' • , • •,./i) 2.CLiESbli RESIDENT • ,; ' • ••• . • .. :.. C R A L. INC JOE CLESSON'S ROOFING, INC • P,O. BOX 99417 TACOMA, WA 08499-0417 JOECLRI180OR JULY 10, 1004 P 0 p . ,07. . 1,3. 94 1 1 : 20AI * SUMMIT CENTRAL. INC " :proved as t,onlactio ( ' Approvoa If checked above, fabrication MAY be undertake ' ' Approval dope not authorise changes to Contract ' ." Sum unless, stated Inse'e'cate letter or Change Order • If checked below, fabrication MAY NOT be undertaken Resubmit corrected copies iodine( approval, Correction shall be 'limited to items marked. Revise and Resubmit ) Not Approved ( Reviewing is only for conformance with the dertiOn ' concept of the Project end compliance with the information given In the Contract Documents. The Contractor Is responsible for dimensions to be corn firmed and corfelated at the site: for Information t pertains solely to the fabrication processes or to the mebne, method, nchniquee, sequences and procedures of construction: Ind for coordination the Work of all toles. NA /R Data P 0 1 ' 1?4'!..) • : ■t11 41 °. .. 1 . • „ h t ki*/ 07. 13. 94 11 : 20AM * SUMMIT CENTRAL. INC 2 Manville U.L. Classifications Class A Max, Slope:1 t /a" • Deck: Non-Combust. Insulation: Fesco, FesCore, Fesco-Foam, UltraGard, UltraThane, none Surfacing: Cap Sheet Max. Slope: V Deck: Combustible Insulation: Fesco, FesCore, Fesco-Foam, UltraGard Gold, none Surfacing; Cap Sheet Class S (see Class A) Max, Slope: 3u Deck: Non•Combust. Insulation: Feseo, FeeCore, Fesco-Foam, UltraGard Gold, none Surfacing: Cap Sheet Class C (see Class A &8) U.L. Classifications Class A Max. Slope:1" Deck: Non•CombusL & Combust., Insulation: none Surfacing: Cap Sheet Class 8 (see Class A) Class C (see Class A & 0) Specification No. 4 G I C For use over Concrete or other Non- Nallable Decks and Fesco' Board, Fes -Core Fesco -Foam; UltraGard Gold,' or Approved Insulation on Inclines of 1/4" to 6" per foot • For Regions 1, 2 and 3 • F2Z -°3b Four Ply, Mineral- Surface Fiber Glusa Built -Up Roots Four Ply, `'.114 4,:.:: Mineral - Surfac •. Fiber Glass e;•• • Built -Up Roofs Non•Nolabia Oeek ADprorea Insulation Concrete primer III Required) ,1 Y3f -3 Gvr •: Olaolup' ' ' Mineral Bunn* Cap Sheet Eno Laps Broken • 3' Apart (Min.) i d fp uie iiWP,10ood ar other NalIabie Decks on lnclines of Ye to 6" per foot For Regions 2 and 3 • • ; • ' 0 ?. 1 3. 9 4 Manville 11 : 2 0AM * SUMMIT CENTRAL BUR Systems GlasBase'• . • ' ' • GlaSBase is a heavily asphalt coated fiber glass mat product with a fine mineral surfacing; The heavy coating is designed to be non - porous and prevent bleedthrough of mopping asphalt during Not applic atton. GlaeBase is particularly sutted as a first ply In minable built-up roofing specifications . over wood substrates such u plywood, • wood board, or lightweight conbrate, where its divorcing properties prevent excessive attachment that could lead to roof splitting. GlasBase Is available in 3 square (324 sq. ft.) rolls, 36" wide, and weighs approxlmately '85lbs. A fiber glass base sheet ASTM standard Is currently under development. Product Descriptions .... GlasPly• itd - - -� GlasPly IV is a specially constructed fiber glass ply felt using a wet process, light weight, inorganic, fiber glass mat, which provides outstanding fiber distribution and uniformity of the mat. The mat is asphalt coated and lightly surfaced with a parting agent GlasPly IV is designed for use in all ' hot- applied built -up roofing membrane epectflcatlons. GlasPly IV is available in 5 uare (540 sq. , ft.) rolls or 7 square (756 aq. ft.) rolls, 36" wide, it complies with ASTM 0.2178 Type IV requirements. Gls .dry Premier GlasPly Premier felt Is a specially constructed fiber glass ply felt composed of an inorganic fihnr glass mat manufactured u5iny ,r wul 1rucuss which provides outstanding fiber distribution and uniformity of the mal. The mat is asphalt coaled and lightly surfaced with a parting agent. GlasPly Premier felt Is designed for use In all hot-applied built -up roofing membrane specifications as a premium grade ply felt. Only GlasPly Premier qualifies for inclusion In the Manville Signature Series, NIX (No- Dollar- limit) Guarantee Program. . GlasPly Premier Is available In 5 square (540 sq. ft.) rolls, 36" wide. It exceeds the ASTM D -2178 Type IV requirements. �� ••• ' 07. 1 3. 94• 1 1 : 20A.M * SUMMIT CENTRAL. INC PO4 s.11•••■ Manville BUR Systems VentsulatIon Felt Ventaulation Felt is a heavy weight venting base sheet. It Is composed of a glass mat with coating asphalt and a coarse mineral surfacing on one side of the felt. The mineral surfaced side has a 1" grid waffle pattern embossing. This embossing supplies channels for venting below the membrane to prevent detrimental vapor pressure build up. Ventsulation felt Is used primarily as a base sheet for applying a new built -up roof over an existing BUR membrane that 1s no longer serviceable. Ventsulation Is available in a 1 square (108 , sq. h.) roll, 36" wide, and weighs approximately 79 lbs. It complies with ASTM 0. 3672.84 Type 11. GlasTlte'" Flexible • GlasTite" Flexible Is a durable, reinforced roof flashing felt formed by a lamination of two flexible polyester mats and a tough fiber glass scrim core. The resulting mat is coated with a weathering grade asphalt, This new and innovative composition Is then surfaced on both sides with talc. GlasTite is designed for use as a reinforced flashing material in conjunction with a built -up roof flashing specification. GlasTlte Flexible is available In rolls, each 38 feet long In widths of 12 in., 18 In., and 38 in. The reinforced base flashing ASTM Standard is currently under development. 1 go •r�4 Product Descriptions GlasKap GlasKap Is an asphalt coated and mineral surfaced fiber glass cap cheat. It is surfaced on the weathering side with Inert, non- combustible, opaque granules. The ceramic coated, granule surfaced sheet provides protection to the underlying bitumen and membrane as well as the benefit of a highly reflective surface. GlasKap is used as a final surfacing felt In a variety of hut applied bullt -up roofing membrane specifications. GlasKap 1s available In a 1 square (108 sq. ft.) roll, 38" wide, and weighs approximately 72 lbs. It complies with ASTM D•3909.81. Coatings & Cements Manville asphaltic cements and coatings are non - asbestos and are designed for specific uses In built-up roofing systems. Periodic coating will be required during the life of the roof. The period between recoating will depend on the amount of coating applied and the environmental conditions to which the roof is exposed. �' ( ( CrrY', wwfnA c_-% OCT 2.01992 W ca 1991 WASHINGTON STATE ENERGY CODE COMPLIANCE = ▪ 4*:: COMMERCIAL OPTIONS 'NI (NI � W the plans and specifications submitted for plan check shall show in IC; c • odufficient detail . all pertinent data and features of the building inf i c' -.and the . equipment and systems including but not limited to: • design criteria, exterior envelope component materials, U- values of the 0 - nvelope systems, R- values of insulation materials, size and type """` f apparatus and equipment, and equipment and systems controls or other pertinent data to 'indicate compliance with the requirements of the 1991 Washington State Energy Code. CHECK OPTION SELECTED ❑ Systems Analysis A. Computer software used and a description of the program particulars. B. Computer print out comparing building energy use. C. Heat loss calculations to size the heating apparatus. D. Number, manufacturer, frame material,. number of layers, model numbers and Uo value of doors and windows. E. Equipment specifications.' Prescriptive Design A. Window and door schedules. B. Wall, ceiling and slab details showing insulation p3417121e% specifications. 1 „�.• - J Heat loss calculations to size the heating apparatus. * D. Lighting Power Budget Summary, Lighting Power Worksheet, and Lighting Switching Mandatory Requirements. Component Performance Design * A.' Envelope Component Performance Summary and Envelope U- value Worksheet. B. Heat loss calculations to size the heating and cooling equipment. . * C. Lighting Power Budget Summary, Lighting Power Worksheet, and Lighting Switching Mandatory Requirements. * Time required forms are available at the Building Department counter. CO 1/92 • 1991 EDITION TABLE 5-7 OTHER THAN GROUP R OCCUPANCIES PRESCRIPTIVE REQUIREMENTS COMPONENT SPACE CONDITIONING SYSTEM TYPE ROOF /CEILINGS EXTERIOR• WALLS FLOORS OVER UNCONDITIONED SPACE BELOW GRADE WALLS SLAB ON GRADE FLOORS' GLAZING TYPE MAXIMUM TOTAL GLAZING AREA (% of Gross Exterior Wall Area) ZONE I " ZONE II ANY R -30 . R -11 R-11 R -4 R -7 Double 32% ANY R -30 R -11 R -11 R -5 R -10 Double 22% Insulation shall be a water - resistant material. manufactured for its intended use, and installed to manufacturer's specifications, 'Double' denotes a minimum air space between glaiings of 1/2 inch. 1 WINDOW SCHEDULE Vow St-4 _ I g ' '� G, j _get -de !S -- l( i /p`�``� A.lor.AuJNt. -`710g 1-4-k 11-1-&1- , e3AP Lc E12 1.4+ i - 2 cJ -o''f 6-c51-1. adoo ALAAIM0124F0b -I I1.lU• 1 -aMp _ ro-o A c;-C;44. .6440r2 ALt1M Ill&I1- -- ---_Ff .. ? - d'..4' -o a. a0,0 ' Iue„. . - - ---- - tr, 11- di.4- 0"i4 a._1o0 aului - - -.�_� i►.!r-A.tl. ... - •- ----- -- 40 1=0 ,.i =d 11. 0s..1or7 46443-4 . -- -- Iii•xA. - -- -- - - - - -- -- --. - - 1 44 - 1 - o1=. ( loon - P 111 ri- i - -- - -•_•- - - - - - - -- e- .41-0"...,0;-0.0. .� . . -- . -_ -_ -� 1- po . . iJ ._ .- _� ( 11 tiv ; Lra �.-►•E, G i txxJP,L� p !t✓ _ x- 006 - f _ 7OOf v, I.1o� - oPF > 3-o x 6_0)4 _ 1 1 0 ›:*.a. G !-- (21 -011c I51_011 I � la id r- 2f o k i p g1 IL6.4_1117Et ,J/ "i'• -Jrz p 1P'Ir • r rovi‘ Le-) 1 . 7 1 • pg. e#,A-14 a-1 14- 1-04 1 = 1 .. 16 riA . reot+.1 ' LIGHT FIXTURE IDENTIFICATION WATTS # OF ,FIXTURES TOTAL WATTS �j•2 I'o ( Juv.10 -r2 26G ezAo J rolz 4e S X Li,40 T 24IG 100J.6.11. v2. rG on.... (2.05 1• 2 lac • Igo U 4, t-1Tou rg. LIT15,,Tm41.4 L-yo fto1 - i - e v,•1 r74 5 pG 401 1 e:4) I-64'e 7 Iper, 10 1,.11-, e.,-I1 • 1 PARKING AREA Coraire . .doh° 1-b4j 4 '/h ( 031 0.644 t.. 'mo o I-1Fe? F.A1 10 2 140 140.1764) 4-11 2Iq O i 1 FO1... 5.•2S M0. 1 I PO 'i Se TOTAL WATTS . r~ DEDUCT CREDITS PER'505.3.2 ( TOTAL WATTS PROPOSED (shall be 5 total allowed) j OCCUPANCY AREA SF ALLOWABLE W/SF. PER CODE ALLOWABLE TOTAL WATTS �j•2 I'o ( Ir-; BLDG PERIMETER / 1.f. 7.5 I14'p PARKING AREA Coraire .05 0 72 PARKING STRUCTURES .3 TOTAL WATTS ALLOWABLE CODE F7'1$ PER r A. LIGHTING BUDGET ALLOWABLE PER CODE B. LIGHTING SCHEDULE PROPOSED (continue on separate sheet 1( necessary) LIGHTING POWER BUDGET SUMMARY 1991 WSEC LPB 10/91 COMPONENT GROSS FLOOR AREA ALLOWABLE WATTS/FT (TABLE 5• ALLOWABLE WATTAGE Occupancy Group 13-2 (iry • 1. • • XXXXX 61 %'O Occupancy Group Occupancy . Group Occupancy Group Occupancy Group XXXXXXX ALLOWABLE INTERIOR TOTAL ACTUAL INTERIOR LIGHTING POWER BUDGET • SPACE IDENTIFICATION FLOOR AREA FIXTURE WATTAGE X NO. FIXTURE' WATTAGE ' I T-- cv CO v 11) e • 10 ti X 40 Icy t1 x I . 2. .-1 x 2 )t 2 • . • ACTUAL (DESIGN) EXTERIOR TOTAL '1 LO ACTUAL (DESIGN) INTERIOR TOTAL )2oQ± . COMPONENT AREA LINEAL FEET ALLOWABLE WATTS /FT 2 ALLOWABLE WATTS /LF ALLOWABLE WATTAGE GROSS BUILDING PERIMETER GROSS PARKING AREA XXXXX 61 %'O 2 • 47 1 XXXXXXXXXX ' 0.05 7.5 XXXXXX I "1' �2 � XXXXXXX ALLOWABLE EXTERIOR TOTAL ' 2 P , • ACTUAL EXTERIOR LIGHTING POWER BUDGET . COMPONENT FIXTURE WATTAGE X NO. FIXTURES WATTAGE BUILDING PERIMETER LIGHTS PARKING AREA LIGHTS `101,1 x 1 I. 4.1 x •1 60 . I,o ' ACTUAL (DESIGN) EXTERIOR TOTAL '1 LO LIGHTING POWER WORKSHEET ALLOWABLE INTERIOR LIGHTING POWER BUDGET ALLOWABLE EXTERIOR LIGHTING POWER BUDGET (SECT. 426C) LPW 10.91 LIGHTING SWITCHING MANDATORY REQUIREMENTS The following mandatory requirements represent the minimum lighting controls to be installed in any 'building. All lighting controls must • be accessible to occupants. • - • • a. A.single switch cannot control more than one 20 amp.. circuit loaded to 80 %. b. Enclosed spaces < ,,than 400 s.f. shall be provided with individual lighting control or an occupant sensing automatic control. e. All spaces > 400 s.f. shall be provided with controls to permit reduction of the lighting by not more than one half or 'occupant - sensing automatic controls. d. All spaces > than 200 s.f. w/ natural light shall be provided with individual controls or daylight- or occupant - sensing automatic controls which permit control of lights independent .of general area•lighting. e. All display 1±ghting shall be controlled independently of general area lighting. ' f. All exterior building lighting including facade lighting, .parking ,lots, driveways, walkways shall be furni with automatic controls to reduce or turn off all lights during . periods of non -use or daylight hours, except those required for 'safety and 'security. .Sign lights shall be exempt from ,this provision. Light switching controls shall be detailed on.plans submitted for review in order to show compliance with Sec. 505.2 o£.the Washington State Energy Codp. PROJECT; 11.4r-44/ LA t rI r SHEET NO. ! 1 // BY ;� u DATE: t Iz r' JOB NO, t=5 1", 9-1+ r_ tDoe u r. CONSULTING ENGINEER 122 • 1318T S, • TACOMA, WA 98444 • (206) 537.8128 • I AX 531.1 ?85 r•r . Mg 0 Rr �, c) Z- T 1(41 TU:JJ1 Z.A. D T71t,... C-0 I r S Ike'— (1 ,43 12419+3 2.) Foe 6x re. r + c,p-t 4- REPRII\WIE FEB 1 81993) MAHAN & DESALVO, INC. 11 VILA FEB 19 199 PERMIT CENTER D PROJECT: -- r - t.. 1 1.4 1 -7 .. I.,.1 N( SHE T NO. , , ( BY: .c.._- DAT : I )I O fr — JOB NO, C-i I E:•11 f' cfrist i ri Fun Doc I„c: CONSULTING ENGINEER 122 - 131sr S. • TACOMA, WA 99444 • (206) 53/.8128 • FAX 531.1285 ippinnsg.imm tm - OCT 2 1 19921 . MAHAN & DESALVO, INC. . -- 7"U t- i ILA .., `73AL CLJ 1 C... . 1-/, _ T c."t (z , t c,t-4 14 ett.-4 CRY OCT 2 0 1992 PI1QJE0T1 - TU l T & SHEET NOS AY: C::-...im- DAY : / 1 4'9 ?- . JOA NO. 9. IZd l' 133 131inn S. • TACOMA, WA 08444 • (206) 637 8128 • FAX 531.1285 c. chnIsGIori r i ..jr - tDoc% CONMITING FtNfiINFFR h ExP �C? J J (U kr 1 j l 1 V; • s r., CIA • . 1..••:.•••••• ., •. w.0•40 1 , •0 .t PROJECT: SHEET NO. X BY: DATE: J08 NO. I22 - 13I &r S. • TACOMA. WA 98444 • (206) 63J 13128. FAX 631.1285 C funoce CONSULTING ENGINEER 'C) , 0 1 i 1 i el 1 t.„ 3 PROJECT: SHEET NO. BY: � DATE: JOB NO, 1 c. c I Is� I �nL..Joe wMIPEMIES► wrui.w CONSULTING ENGINEER 122. 131 sr S. • TACOMA, WA 00444 • (200) 537 -8128 • FAX 63 )•1285 'r H-E -, R 1ALL IAiALL PA't` L.. 1 -- ' t"i 1Ac tt r.,? k I YP r. 04I(,. 14,4_, (Qct il% 1040 (e.. (� C.K. ALL. !c.DG I LS a) a- >4. 'STUD'S ciala,er; ecilcm F Avs 0 a NA11.4N 1(9c1gi- �9 , 04 4 4. 14.44 „etre_ l PROJECT. SHEET NO. / B Y _ DATE; ,1411■1 swe crrisLiton Funnoc CONSULTING ENGINEER 122 • 131sT S. • TACOMA, WA 98444 • (206) 531.8128 • FAX 6:31-1285 , (u R_) Uses- Ili( srzf s ox a. 4-- Os-E. 12. r ;, s•c . ( � Us (siv,1a.., (1 Use ...4-51/e)( 1 k 1 L r 9 (1 CS L'E3 t /it PROJEOT, SHEET NO, BY: DATE: JOS NO. c. cr r~ist:I n FUft)oe. ,,„ CONSULTING ENGINEER 122. 131s( S. • TACOMA, WA 08444 • (20(3) 537•H128 • FAX 631.1a z.. (5) - 1 a 1 3 I ht ti g <„) s LO A-4) C:.r�) �'7 s- s' 61-4 1.0 Ida" (20c_- PROJECT: SHEET NO. BY DATE: JOB NO. c nnist n FUnnoc t 1r CONSULTING FN(3INEFR 122 - 13t9T 9. • TACOMA, WA 08444 • (206) 6:1/ -6126 • FAX 6T1-121-15 . ,:_2_ _ x L.,. a.i co `�81 1o ,4,o� �e 9- f „, ‘,.., ,,,... --f-c ,i5, ;) 6,0— ►C B (e -v,)- , betC r g) a r0u1) I, .k CL-ITILL U s , Z' r( xc.2.9. it t7(� wr' W-4=7 1 Iz-� .a ' +`ac 1 92. •3 USE. 0 / el 1 ' ON 173NS ON Bar :31Va :KS :103rONd 1 1 rdC IX') c—ss Qs7 II I I =�. 'f cz)6 , = - --cr) 7- -, r VS1 ►.. is 1/.4. NZI'ICS XVd • 9Z19•LCS (903) • Vbhafi VM'VWOOVJ. • JRICI • ZZI d33NIOND ONI.Llf1SNOO ,Y) P /N) ILA " T/�L, SHEET'NO. BY E 1 0l47E: I JOB N2- (IC cnn(st i it Funnoe 1:u� CONSULTING ENC3INEER 122 . 1310T S. • TACOMA. WA 08444 • (206) 6:178128 • FAX 031.1285 r c . tSS1..I. PI LEK 6L411-0 1)=-- Eat-LL z- -" xis( (..)sE_ I l 1 0 G) ( it S4 _7: e ' :- ?` : ??...k., 11 oa f 00aRs.25f) rt. ()Sr— (') 4 "'f 01 4 i�7 si.o 2 I ��' Nli> e to-= 1 0.9. (2. , 134 +10sC 0((2 ) =.1 z 1% Atef ( . 6"10k.,S. C. F,... -) PROJECT: TO 11 L4 • / TA-L_ SHEET NO. I BY: GU DATE t2-1(1197-- JOB NO. ` 12-11- c. cnriscion FLJneoe DC CONSULTING ENGINEER 122 - 131sT S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 r1HA-1-4 gPiRriwign P-O --elLAYE. sc.) I r o DEC 2 2 1992'1 4T7L - F_� Ir'I A l'a IO ZE' 9Z- ' -) b L-1c-' tC � � T'`- c-a1-1-71-4a) MAMAN & DESALVO, INC. 1 � r Fr o � PA i N.6z, X4- 3, Tht. 1-\11/-4. ( ilcca - T T 4c-- pesl e=t-4. ,7114122: "'ifi'f E_ 1 UL IC_ 1-4 j t-{-c I N1O s irF.,Qt -1 1 951 U (&C.. AL-L-0 rr " . LoAQ i ►•t - -z. - n-te -pry Nom I P=1 E-P ICI 1 ^-11 N-C 1 I 3) 1'40 p 1F1 a-r3 ^ FLOOR- L QA I 7%-1-Cc S 1b Er-- LI LO itCQ - 1 - 2-O I's P ` 11 Q r J A I d-ArZ 4 tRC.,q ,0 O & �t s'r -1 T 011F-1 . 1 -I Ca) `HO f=-1 F A �.) c-Q c-C)L..u1 s P 2 IP At-HO Au t. crJt -FT i 4Io1 CD co LL►-1$ Ns s 1`71 I 1 16 Ta. c ( � 1 - 710b) r-=-1 -- Ts -cdL c-ONi 1 /' )O I U) -- c- U (_o rri t°I- 1 1� i - 400 O Paces I Z� NOD? 1°/10x.) e P I (.,►�S Ut IJ �- Tsr Th /a RECEIVED . CITY OF TUKWILA 1 9- ) 1--1 t'.► �► e l� DEC 2. i 1992 PERMIT CENTER PROJECT: SHEET NO. 77/2- BY: 6-e.."- DATE: JOB NO. 9 ra-17 • c. cnrisC ldn • • .Funnoc CONSULTING ENGINEER 122 - 131 sr S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531-1285 13) Hoof Ft I L7'). 1 Fi e.0 1--) -- M% fora pals 1 1 . �� 51 2 - WA.( --k— au 1 - i ( \ ) / T , 4 c111'$ DEPTH ' SHEET NO. . •k14 ';t1s1i418A;+L4DDA.101 k 446 485 407 445 lg9hjth 525 454 S22L4ja 562 519 + , 555 513 555 513 ``- SAN.,. '12 , • '. 13'`''x+ 33• 407 347 • 586 541 555 513 '''14 :,,; 15•,' '+':�^ 18 't't 247 215 189 299 260 229 351 306 269 404 351 309 450 397 349 482 443 389 502 469 430 • 476 444 416 476 444 416 476 444 416 , `17"." ( I ^`18;4;' 1:14.19:4 167 149 134 203 181 162 238 212 190 274 244 219 309 276 247 345 307 276 380 339 304 392 370 333 392 370 351 392 370 351 '. Y 20 , ,;.: 211 :' 22' '+ 121 109 100 1 • . t 172 156 142 197 179 163 223 202 184 249 226 206 275 249 ' 227 300 273 248 326 296 270 333 317 291 " t23; 'I • i ,� 24;'; <'. + '•25 ` 89 78 69 110 101 93 130 119 110 149 137 126 169 155 143 188 173 159 208 191 176 227 209 192 247 226 209 266 244 225 '1 26 ` 4 ..' +: 1 ''� , 2/ il : . " 62 50 88 71 101 87 117 101 132 114 • 147 136 7 162 140 178 165 53 193 166 208 179 " 29 It I�' Y • +' 31''''+ 45 40 37 64 58 52 81 76 71 94 87 ' 82 106 99 93 118 110 103 130 122 114 143 133 125 155 145 136 167 156 146 ' ; 32 1, t. r `'.33)„ !' 34,:,'f3 33 30 48 43 40 64 69 54 77 72 68 87 82 • • 77 • ' 97. • . 91 86 .107 101 ' • 95' 117 110 104 127 120 113 137 129 122 4 :' , 35 f,Am ;r138 1+1 • , t+ 37 r. t 38 34 31 49 45 42 64 59 55 73 69 65 81 76 72 89 84 80 • 98 92 87 106 100 95 115 108 103 ,, ,' 38 +' °I'• O'1'3p' ii21031' " 39 36 33 51 47 43 61 58 55 69 65 62 78 72 68 83 • 79 75 90 85 81 97 92 88 PROJECT: SHEET NO. BY: � - DATE: 1 JOB NO. 1 q1 � 141 cr ris . 1 n Funboe pc 122 - 131sT S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 CONSULTING ENGINEER UA °E- oc 1 .----= C - A z I `F I 7%i= /5s c-A,0 Simple Span Parallel TJI Joist Sloped Roof Only TJI/35C Joist OSB Web Material I EXPIRES 9/28/ Load Tables /Snow (II '/o) Allowable Uniform Load (PLF) DEPTH 111/.. . 14 ,,' ' .. i . 101,4;t4•4 LLD' LLD',''TLO RES NON- 466 423 380 4! LLD' LLD ` TLD RES NON- I ,. 507 460 422 •s:: '2O'rb;1tAah LLD ' LLD q TLD RES NON- : 548 498 456 J.? 22;1∎ 70 3.!. tevOt'; LLD'. LLD 1 TLD RES NON- i . 587 533 489 240r: 37?, ' 110 LLD! TLD RES NON- 612 556 510 1 k. 1v W128 "LLD`? LLD TLD RES NON- . ' .. 580 527 483 :.'' . LLD , LLD .TLD RES NON- 580 527 483 . 30 LLD LLD .TLD RES NON - 1 580 527 483 ' SPAN : 11; .12 SPAN 10 .11 ,1 12 LLD LLD TLD RES NON- .);tE$., 385 310 348 247 292 LLD LLO .TLD RES t10N- ) . 425 386 336 354 200 24 273 301 354 390 421 451 470 446 446 446 `.:13 163 215 224 260 293 305 351 391 419 437 414 414 414 ,14. 180 135 187 186 226 244 266 306 345 385 408 386 386 386 15 ', 18, 141 113 164 195 156 199 206 234 261 268 303 338 373 362 362 362 41,16 •,17 112 90 145 155 124 176 205 164 207 209 238 258 269 300 331 341 341 341 x"17 18 90 72 130 125 100 157 166 132 184 211 169 212 209 240 254 267 295 322 322 322 ''1 Cf O r I N 73 58 116 10! 81 141 135 108 168 172 138 190 214 171 215 208 240 248 265 290 305 305 ' 19 i 60 48 105 ;1.1 67 127 111 89 149 142 114 177 141 194 215 172 216 205 239 241 261 280 284 290 20. 52 42 95 73 58 115 97 77 135 124 99 15 155 124 176 180 150 198 180 217 212 237 246 257 276 21 22 46 36 87 64 51 105 85 68 123 109 87 142 136 109 160 166 132 179 158 197 187 216 217 234 250 253 '.22 23 40 32 79 56 45 96 75 60 113 96 77 130 120 96 147 146 117 164 175 140 180 165 197 192 214 222 231 ; 24 35 28 73 50 40 88 66 53 104 85 68 119 106 85 135 130 104 150 156 125 166 147 181 171 197 197 212 i 24' 25 31 25 67 44 35 61 59 47 95 76 60 110 95 76 124 116 93 138 139 111 153 164 131 167 153 181 177 196 '2 26 28 22 62 39 31 75 53 42 68 68 54 101 85 68 115 104 83 128 125 100 141• 147 118 154 137 168 159 181 26 27 25 20 57 35 28 70 47 38 82 61 48 94 76 61 106 93 74 119 112 90 131 133 106 143 124 155 143 168 `27 28 • 22 18 53 32 25 65 42 34 76 55 44 87 69 55 99 84 67 110 101 81 122 120 98 133 140 112 144 129 156 V25 29. 20 16 50 28 23 60 38 30 71 49 39 81 62 49 92 78 61 103 91 73 113 108 87 124 127 101 135 117 145 294 30 18 14 46 26 20 56 35 28 66 45 36 76 56 45 86 69 55 96 83 66 106 98 79 116 115 92 126 133 106 136 t30t 31 16 13 43 23 19 53 31 25 82 41 32 71 61 41 80 63 50 90 76 60 99 90 72 108 105 84 118 121 97 127 ?30 32 15 12 41 21 17 49 29 23 58 37 29 67 47 37 75 57 46 84 69 55 93 82 65 102 96 77 111 111 89 119 '32" 33 19 15 46 28 21 55 34 27 63 43 34 71 52 42 79 63 50 87 75 60 96 88 70 104 102 81 112 '33 34 24 19 51 31 25 59 39 31 67 48 38 75 58 46 82 69 55 90 81 64 98 93 75 106 1344 35 ' 22 17 48 28 23 56 30 29 83 44 35 70 63 42 78 63 50 85 74 59 92 86 69 100 20 16 46 28 21 53 33 26 60 41 32 66 49 39 73 58 46 80 68 55 87 79 63 94 ,35', PROJECT: SHEET NO. / BY DATE: JOB NO. c.c cnnisCidn FL oboe IBC CONSULTING ENGINEER 122 - 131sT S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 TJI /35C Joist Glue-Nailed Floor OSB Web Material is co Notes: 1. TJI joists, when used In simple span applications, can be cambered to 2250' radius upon request. 2. TJI Joists are not available with camber in multiple span applications. PROJECT: SHEET NO, B� DATE: JOB NO. c.ci • cnnts,tion • Fun De CONSULTING ENGINEER 122 - 131sT S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531-1285 PROJECT: SHEET NO. A I- BY DATE: 9 1 24 cnrts Funnoe CONSULTING ENGINEER 122 - 131 S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 'Ta'r 4 r 5 1 /zI w 1 09 << - 1 1)T A 1 . . , . Lori Ot4 1 = :zgL Us 6 x to f tz`, vs 9 �= r4- c-c o rig 5 ; C Co X1-1 T R-f OT S GCX.. otri t of C?-6)2-1A- -I- /PI C'2" (''. ) 0 G (.,' ) 4 9?- - , (DC3 I t LizCi Co fc— PROJECT: SHEET NO. BY DATE: JOB NO. q1 s_ C.r cnrisc in Funoe De CONSULTING ENGINEER 122 - 131sT S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 i.y ( 9-AL( s 11 I 2.1 -113 10 ef t' 11-115 15' rva.C=C.I /43(. -t,_ PROJECT: SHEET NO. BY: GCS— DATE: JOB NO. '1 1 2(1" C. C cnris ion FUn3oc pe. 122 - 131sT S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 CONSULTING ENGINEER • i 0,4 k 3 0. 1 en to 4 , izfr t (N) es J12 1 0 PROJECT: SHEET NO. 7Aq. BY: DATE: JOB NO, c.0 cnris 1dn FUneoe CONSULTING ENGINEER 122 - 131 sr S. • TACOMA, WA 98444 • (206) 537-8128 • FAX 531 -1285 PROJECT: SHEET NO. in , BY: DATE: JOB C112+� c.C: cr ris FUneoe CONSULTING ENGINEER 122 - 1318T S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531 -1285 02 i cc C S :., 2X-c= u Ka Imo. .;, t Q . fi PROJECT: 1. c. Cre. SHEET NO. /Gs /C..)/44/ BY: ( DATE: . 92 JO0O. 6! 122 - 131 S. • TACOMA, WA 98444 • (206) 537 -8128 • FAX 531-1285 Jonon oLC p CONSULTING ENGINEER •r +. vvI, 7:›Pa AAC► e. ''ST�.•� ir�`y 97,7e 66i/ea-Far ‘40-(4/r J6aPe ti /A )o 7/e 4 . , Sec 2 putt/ (coser 21) • 4 ?o.a n e9. o I Trri E -Co c, / - sr /(1' i• P'Svz.n x.15 04-1..y . 'e ik S ...Co J mt 7D 4 tit! E GP-LCS j Co V.S 4 4.00172 OCT 2 0 1992 / X1/5 P /� 4Je XII,D 7 rr f D x.fr may$ ('1' Gc► i C4 Go'V4/4.4-r T. /e C lJ4 r ?Ai (./771 4-!/E Jorft V . 74' Cc.Privat27.- eaw/ acts .6ateze. (/•f r••! &4 7v4 s=e okis 7 P-e_Mcrs.,u a ‘ 19 V O Z ���� ���. c � t,,l �� ( te r ,� \ ` 4►L.b .7 Gr rc • ©, aa. �c�aaaaccaa6cac�sccma��ocaGO�cc��sc �c�.o;.,.c�s„ -� 8/19/92 Johan Oye P.E. Tukvila Dental Clinj Drainage study H ; f BASIN ID: 10d SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: BASIN ID: 10p SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: TcReach - Sheet L PEAK RATE: 0.08 c BASIN ID: 25d SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE • PRECIPITATION TIME INTERVAL • TIME OF CONC ABSTRACTION COEFF: TcReach - Sheet L PEAK RATE: 0.17 c == = === BASIN SUMMARY NAME: 10 Yr developed 0.31 Acres USER1 2.90 inches 10.00 min 25.39 min 0.20 • BASEFLOWS: 0.00 cfs PERVIOUS AREA • • AREA..: 0.09 Acres • CN • 86.00 • IMPERVIOUS AREA AREA..: 0.22 Acres CN • 98.00 TcReach - Sheet L: 200.00 ns:0.1300 p2yr: 2.00 s:0.0100 PEAK RATE: 0.14 cfs VOL: 0.06 Ac -ft TIME: 480 min NAME: 10 Yr Predeveloped 0.31 Acres USER1 2.90 inches 10.00 min 25.39 min 0.20 NAME: 25 Yr Developed 0.31 Acres USER1 3.40 inches 10.00 min 25.39 min 0.20 BASEFLOWS: 0.00 PERVIOUS AREA AREA..: 0.31 CN • 85.00 IMPERVIOUS AREA AREA..: 0.00 CN • 98.00 cfs Acres Acres : 200.00 ns:0.1300 p2yr: 2.00 s:0.0100 fs VOL: 0.04 Ac -ft TIME: 480 min BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.09 Acres CN • 86.00 IMPERVIOUS AREA AREA..: 0.22 Acres CN • 98.00 : 200.00 ns:0.1300 p2yr: 2.00 s:0.0100 fs VOL: 0.07 Ac -ft TIME: 480 min page 1 8/19/92 Drainage study =saa= m =_ma === ===== = = === = =_sa =gym_ ==== BASIN ID: 25p SBUH METHODOLOGY . .TOTAL:AREA.......: • RAINFALL TYPE • PRECIPITATION • TIME INTERVAL....: TIME OF CONC... ABSTRACTION COEFF: Johan Oye P.E. Tukvila Dental Clinic NAME:. 25 Yr Predeveloped 0.31 Acres USER1 3.40 inches 10.00 min '25.39 min 0.20 BASIN SUMMARY: ,TcReach - .Sheet L: 200.00 ns:0.1300 •PEAK'RATE: 0..11•cfs 'VOL: 0.05 Ac BASEFLOWS: .0.00 cfs PERVIOUS AREA AREA.:.: 0.31 Acres CN 85.00 IMPERVIOUS AREA CN • p2yr: 2.00 ft TIME: 0.00 Acres 98.00 5:0.0100 480 min page 8/19/92 Drainage study __= BASIN ID: 25p SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE • PRECIPITATION • TIME INTERVAL TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet PEAK RATE: 0.11 BASIN SUMMARY Johan Oye P.E. page 2 Tukvila Dental Clinic NAME: 25 Yr Predeveloped 0.31 Acres BASEFLOWS: 0.00 cfs USER1 PERVIOUS AREA 3.40 inches AREA..: 0.31 Acres 10.00 min CN • 85.00 25.39 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres CN....: 98.00 L: 200.00 ns:0.1300 p2yr: 2.00 s:0.0100 cfs VOL: 0.05 Ac -ft TIME: 480 min 8/19/92 Drainage study BASIN ID: 10d SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION • TIME INTERVAL • TIME OF CONC • ABSTRACTION COEFF: TcReach - Sheet PEAK RATE: 0.14 TIME DESIGN TIME DESIGN RUNOFF RUNOFF (min) (cfs) (min) (cfs) 10 350 0.0319 20 360 0.0339 30 370 0.0355 40 380 0.0366 50 0.0003 390 0.0375 60 0.0010 400 0.0383 70 0.0018 410 0.0417 80 0.0027 420 0.0469 90 0.0037 430 0.0506 100 0.0046 440 0.0566 110 0.0058 450 0.0643 120 0.0072 460 0.0817 130 0.0084 470 0.1214 140 0.0094 480 0.1436 150 0.0103 490 0.1314 160 0.0111 500 0.1128 170 0.0123 510 0.0968 180 0.0137 520 0.0862 190 0.0148 530 0.0754 200 0.0158 540 0.0646 210 0.0165 550 0.0574 220 0.0172 560 0.0526 230 0.0182 570 0.0494 240 0.0196 580 0.0473 250 0.0207 590 0.0459 260 0.0217 600 0.0450 270 0.0225 610 0.0444 280 0.0232 620 0.0441 290 0.0245 630 0.0439 300 0.0263 640 0.0437 310 0.0277 650 0.0424 320 0.0288 660 0.0402 330 0.0297 670 0.0387 340 0.0304 680 0.0378 L: 200.00 cfs VOL: 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 940 950 960 970 980 990 1000 1010 1020 Johan Oye P.E. page 3 Tukvila Dental Clinic == = == = = == = === = =_ DETAIL BASIN SUMMARY NAME: 10 Yr 0.31 Acres USER1 2.90 inches 10.00 min 25.39 min 0.20 TINE DESIGN RUNOFF (min) (cfs) 0.0371 0.0367 0.0365 0.0363 0.0362 0.0362 0.0361 0.0361 0.0349 0.0329 0.0315 0.0306 0.0300 0.0296 0.0293 0.0291 0.0290 0.0290 0.0289 0.0289 0.0283 0.0274 0.0267 0.0263 0.0260 0.0258 0.0257 0.0256 0.0256 0.0255 0.0255 0.0255 0.0247 0.0233 developed BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA.:: 0.09 Acres CN • 86.00 IMPERVIOUS AREA AREA..: 0.22 Acres CN • 98.00 ns:0.1300 p2yr: 2.00 s:0.0100 0.06 Ac -ft TIME: 480 min TIME DESIGN RUNOFF (min) (cfs) 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 0.0224 0.0217 0.0213 0.0210 0.0209 0.0207 0.0207 0.0206 0.0206 0.0206 0.0205 0.0205 0.0205 0.0205 0.0205 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0207 0.0207 0.0207 0.0207 TIME DESIGN RUNOFF (min) (cfs) 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1520 1530 1540 1550 1560 1570 1580 1590 1600 1610 1620 1630 1640 1650 1660 1670 1680 1690 1700 0.0207 0.0207 0.0207 0.0207 0.0207 0.0207 0.0207 0.0207 0.0173 0.0116 0.0078 0.0052 0.0035 0.0024 0.0016 0.0011 0.0007 0.0005 0.0003 0.0002 0.0001 TIME DESIGN RUNOFF (min) (cfs) 1710 1720 1730 1740 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010 2020 2030 2040 8/19/92 Johan Oye P.E. page 4 Tukvila Dental Clinic Drainage study BASIN ID: 10p SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: TIME DESIGN RUNOFF (min) (cfs) 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 0.0002 0.0007 0.0012 0.0019 0.0028 0.0038 0.0047 0.0056 0.0066 TIME DESIGN RUNOFF (min) (cfs) 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 0.0077 0.0091 0.0104 0.0115 0.0127 0.0137 0.0160 0.0191 0.0217 0.0257 0.0308 0.0419 0.0674 0.0839 0.0792 0.0697 0.0612 0.0557 0.0497 0.0433 0.0390 0.0363 0.0346 0.0335 0.0329 0.0325 0.0324 0.0324 0.0325 0.0326 0.0318 0.0303 0.0293 0.0287 DETAIL BASIN SUMMARY NAME: 10 Yr Predeveloped 0.31 Acres USER1 2.90 inches 10.00 min 25.39 min 0.20 TcReach - Sheet L: 200.00 ns:0.1300 p2yr: 2.00 s:0.0100 PEAK RATE: 0.08 cfs VOL: 0.04 Ac -ft TIME: 480 min TIME DESIGN RUNOFF (min) (cfs) 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 940 950 960 970 980 990 1000 1010 1020 0.0284 0.0282 0.0281 0.0281 0.0282 0.0283 0.0283 0.0284 0.0276 0.0260 0.0250 0.0244 0.0239 0.0237 0.0235 0.0235 0.0234 0.0234 0.0235 0.0235 0.0231 0.0223 0.0219 0.0215 0.0213 0.0212 0.0212 0.0212 0.0212 0.0212 0.0212 0.0212 0.0206 0.0194 TINE DESIGN RUNOFF (min) (cfs) 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.31 Acres CN • 85.00 IMPERVIOUS AREA AREA..: 0.00 Acres CN • 98.00 0.0187 0.0182 0.0178 0.0176 0.0175 0.0174 0.0174 0.0174 0.0174 0.0174 0.0174 0.0174 0.0174 0.0174 0.0174 0.0175 0.0175 0.0175 0.0175 0.0176 0.0176 0.0176 0.0176 0.0177 0.0177 0.0177 0.0177 0.0178 0.0178 0.0178 0.0178 0.0178 0.0179 0.0179 TIME DESIGN RUNOFF (min) (cfs) 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1520 1530 1540 1550 1560 1570 1580 1590 1600 1610 1620 1630 1640 1650 1660 1670 1680 1690 1700 0.0179 0.0179 0.0179 0.0180 0.0180 0.0180 0.0180 0.0181 0.0151 0.0101 0.0068 0.0046 0.0031 0.0021 0.0014 0.0009 0.0006 0.0004 0.0003 0.0002 0.0001 TIME DESIGN RUNOFF (min) (cfs) 1710 1720 1730 1740 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010 2020 2030 2040 8/19/92 Drainage study BASIN ID: 25d SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL • TIME OF CONC • ABSTRACTION COEFF: ___ TcReach - Sheet L: 200.00 PEAK RATE: 0.17 cfs VOL: TIME DESIGN TIME DESIGN RUNOFF RUNOFF (min) (cfs) (min) (cfs) 10 350 0.0393 20 360 0.0417 30 370 0.0435 40 0.0002 380 0.0448 50 0.0008 390 0.0459 60 0.0019 400 0.0468 70 0.0031 410 0.0508 80 0.0043 420 0.0571 90 0.0055 430 0.0615 100 0.0066 440 0.0687 110 0.0080 450 0.0779 120 0.0097 460 0.0989 130 0.0112 470 0.1466 140 0.0124 480 0.1731 150 0.0135 490 0.1582 160 0.0144 500 0.1357 170 0.0157 510 0.1164 180 0.0174 520 0.1035 190 0.0187 530 0.0906 200 0.0197 540 0.0775 210 0.0206 550 0.0688 220 0.0213 560 0.0630 230 0.0227 570 0.0592 240 0.0245 580 0.0566 250 0.0259 590 0.0549 260 0.0271 600 0.0538 270 0.0281 610 0.0531 280 0.0289 620 0.0527 290 0.0305 630 0.0524 300 0.0327 640 0.0522 310 0.0343 650 0.0506 320 0.0356 660 0.0480 330 0.0367 670 0.0462 340 0.0375 680 0.0450 Johan Oye P.E. page 5 Tukvila Dental Clinic DETAIL BASIN SUMMARY NAME: 25 Yr Developed 0.31 Acres USER1 3.40 inches 10.00 min. 25.39 min 0.20 TIME DESIGN RUNOFF (min) (cfs) 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 940 950 960 970 980 990 1000 1010 1020 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.09 Acres CN • 86.00 IMPERVIOUS AREA AREA..: 0.22 Acres CN • 98.00 ns:0.1300 p2yr: 2.00 s:0.0100 0.07 Ac -ft TIME: 480 min 0.0443 0.0438 0.0435 0.0433 0.0432 0.0431 0.0431 0.0430 0.0416 0.0391 0.0375 0.0364 0.0357 0.0352 0.0349 0.0347 0.0345 0.0345 0.0344 0.0344 0.0337 0.0325 0.0318 0.0312 0.0309 0.0307 0.0305 0.0304 0.0304 0.0303 0.0303 0.0303 0.0293 0.0277 TIME DESIGN RUNOFF (min) (cfs) 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 0.0265 0.0258 0.0253 0.0250 0.0248 0.0246 0.0245 0.0245 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 TIME DESIGN RUNOFF (min) (cfs) 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1520 1530 1540 1550 1560 1570 1580 1590 1600 1610 1620 1630 1640 1650 1660 1670 1680 1690 1700 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0205 0.0138 0.0092 0.0062 0.0042 0.0028 0.0019 0.0013 0.0008 0.0006 0.0004 0.0003 0.0002 0.0001 TIME DESIGN RUNOFF (min) (cfs) 1710 1720 1730 1740 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010 2020 2030 2040 ss 8/19/92 Drainage study BASIN ID: 25p SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE • PRECIPITATION • TIME INTERVAL • TIME OF CONC • ABSTRACTION COEFF: TINE DESIGN RUNOFF (min) (cfs) 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 .330 340 0.0002 0.0006 0.0013 0.0021 0.0030 0.0039 0.0050 0.0064 0.0077 0.0090 0.0102 0.0113 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 TIME DESIGN RUNOFF (min) (cfs) 0.0129 0.0147 0.0163 0.0178 0.0192 0.0205 0.0234 0.0276 0.0310 0.0362 0.0428 0.0574 0.0908 0.1118 0.1049 0.0917 0.0801 0.0726 0.0646 0.0560 0.0504 0.0467 0.0443 0.0428 0.0419 0.0414 0.0412 0.0411 0.0411 0.0412 0.0401 0.0382 0.0370 0.0362 Johan Oye P.E. page 6 Tukvila Dental Clinic DETAIL BASIN SUMMARY NAME: 25 Yr Predeveloped 0.31 Acres USER1 3.40 inches 10.00 min 25.39 min 0.20 TcReach - Sheet L: 200.00 ns:0.130 PEAK RATE: 0.11 cfs VOL: 0.05 A TIME DESIGN RUNOFF (min) (cfs) 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 940 950 960 970 980 990 1000 1010 1020 0.0357 0.0355 0.0353 0.0353 0.0353 0.0354 0.0355 0.0356 0.0344 0.0325 0.0312 0.0304 0.0298 0.0295 0.0293 0.0292 0.0291 0.0291 0.0291 0.0292 0.0286 0.0277 0.0271 0.0267 0.0264 0.0263 0.0262 0.0261 0.0261 0.0261 0.0262 0.0262 0.0254 0.0239 TIME DESIGN RUNOFF (min) (cfs) 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.31 Acres CN • 85.00 IMPERVIOUS AREA AREA..: 0.00 Acres CN • 98.00 0 p2yr: 2.00 s:0.0100 c -ft TIME: 480 min 0.0230 0.0224 0.0220 0.0217 0.0215 0.0214 0.0214 0.0213 0.0213 0.0213 0.0213 0.0214 0.0214 0.0214 0.0214 0.0214 0.0215 0.0215 0.0215 0.0215 0.0216 0.0216 0.0216 0.0216 0.0217 0.0217 0.0217 0.0217 0.0217 0.0218 0.0218 0.0218 0.0218 0.0219 TINE DESIGN RUNOFF (min) (cfs) 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1520 1530 1540 1550 1560 1570 1580 1590 1600 1610 1620 1630 1640 1650 1660 1670 1680 1690 1700 0.0219 0.0219 0.0219 0.0219 0.0220 0.0220 0.0220 0.0220 0.0184 0.0123 0.0083 0.0056 0.0037 0.0025 0.0017 0.0011 0.0008 0.0005 0.0003 0.0002 0.0002 0.0001 TIME DESIGN RUNOFF (din) (cfs) 1710 1720 1730 1740 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010 2020 2030 2040 8/19/92 Drainage study Johan 0ye P.E. Tukvila Dental Clinic _------_ =- = == =-- =====- =- = =� = = = = = = = = = =.- ----- = = - = == HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf -AcFt Acres ==_ = = =__ =__ =__= _ = = = =, = = == =tea_ = = = = = = = ==== = = == 1 0.038 480 895 cf 0.31 2 0.084 480 ' 1693 cf ' 0.31 3 '0.112 480 2171 cf 0.31 4 0.147 480 2766 cf 0.31 5 ' 0.144 480 ' 2646 cf 0.31 6 0.173 480 3186 cf 0.31 7 0.203 480 3729 cf 0.31 11 ' 0.084 530 2646 cf 0.31 12 0.112 520 3186 cf 0.31 13 0.112 520 3186 cf 0.31 page 8/19/92 Johan Oye P.E. page 8 Tukvila Dental Clinic Drainage study HYDROGRAPH No. 2 Peak runoff: 0.0839 cfs DETAIL HYDROGRAPH SUMMARY TINE DESIGN TINE DESIGN TINE DESIGN TINE DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 410 0.0160 810 0.0239 1210 0.0175 1610 20 420 0.0191 820 0.0237 1220 0.0176 1620 30 430 0.0217 830 0.0235 1230 0.0176 1630 40 440 0.0257 840 0.0235 1240 0.0176 1640 50 450 0.0308 850 0.0234 1250 0.0176 1650 60 460 0.0419 860 0.0234 1260 0.0177 1660 70 470 0.0674 870 0.0235 1270 0.0177 1670 80 480 0.0839 880 0.0235 1280 0.0177 1680 90 490 0.0792 890 0.0231 1290 0.0177 1690 100 500 0.0697 900 0.0223 1300 0.0178 1700 110 510 0.0612 910 0.0219 1310 0.0178 1710 120 520 0.0557 920 0.0215 1320 0.0178 1720 130 530 0.0497 930 0.0213 1330 0.0178 1730 140 540 0.0433 940 0.0212 1340 0.0178 1740 150 550 0.0390 950 0.0212 1350 0.0179 1750 160 560 0.0363 960 0.0212 1360 0.0179 1760 170 570 0.0346 970 0.0212 1370 0.0179 1770 180 580 0.0335 980 0.0212 1380 0.0179 1780 190 590 0.0329 990 0.0212 1390 0.0179 1790 200 600 0.0325 1000 0.0212 1400 0.0180 1800 210 610 0.0324 1010 0.0206 1410 0.0180 1810 220 620 0.0324 1020 0.0194 1420 0.0180 1820 230 630 0.0325 1030 0.0187 1430 0.0180 1830 240 640 0.0326 1040 0.0182 1440 0.0181 1840 250 650 0.0318 1050 0.0178 1450 0.0151 1850 260 0.0002 660 0.0303 1060 0.0176 1460 0.0101 1860 270 0.0007 670 0.0293 1070 0.0175 1470 0.0068 1870 280 0.0012 680 0.0287 1080 0.0174 1480 0.0046 1880 290 0.0019 690 0.0284 1090 0.0174 1490 0.0031 1890 300 0.0028 700 0.0282 1100 0.0174 1500 0.0021 1900 310 0.0038 710 0.0281 1110 0.0174 1510 0.0014 1910 320 0.0047 720 0.0281 1120 0.0174 1520 0.0009 1920 330 0.0056 730 0.0282 1130 0.0174 1530 0.0006 1930 340 0.0066 740 0.0283 1140 0.0174 1540 0.0004 1940 350 0.0077 750 0.0283 1150 0.0174 1550 0.0003 1950 360 0.0091 760 0.0284 1160 0.0174 1560 0.0002 1960 370 0.0104 770 0.0276 1170 0.0174 1570 0.0001 1970 380 0.0115 780 0.0260 1180 0.0175 1580 1980 390 0.0127 790 0.0250 1190 0.0175 1590 1990 400 0.0137 800 0.0244 1200 0.0175 1600 2000 Total Vol: 0.04 ac -ft 8/19/92 Johan Oye P.E. page 9 Tukvila Dental Clinic Drainage study === ====== ========== HYDROGRAPH No. 3 Peak runoff: 0.1118 cfs DETAIL HYDROGRAPH SUMMARY Total Vol: 0.05 ac -ft TINE DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) asaas aaaasaaaasaaaaaa aaeasaasaaaaasaas aasaaasaaa ssaaaa aasaaaaaaaaasaasasaasaaaaasaaaa as 10 410 0.0234 810 0.0298 1210 0.0215 1610 20 420 0.0276 820 0.0295 1220 0.0215 1620 30 430 0.0310 830 0.0293 1230 0.0216 1630 40' 440 0.0362 840 0.0292 1240 0.0216 1640 50 450 0.0428 850 0.0291 1250 0.0216 1650 60 460 0.0574 860 0.0291 1260 0.0216 1660 70 470 0.0908 870 0.0291 1270 0.0217 1670 80 480 0.1118 880 0.0292 1280 0.0217 1680 90 490 0.1049 890 0.0286 1290 0.0217 1690 100 500 0.0917 900 0.0277 1300 0.0217 1700 110 510 0.0801 910 0.0271 1310 0.0217 1710 120 520 0.0726 920 0.0267 1320 0.0218 1720 130 530 0.0646 930 0.0264 1330 0.0218 1730 140 540 0.0560 940 0.0263 1340 0.0218 1740 150 550 0.0504 950 0.0262 1350 0.0218 1750 160 560 0.0467 960 0.0261 1360 0.0219 1760 170 570 0.0443 970 0.0261 1370 0.0219 1770 180 580 0.0428 980 0.0261 1380 0.0219 1780 190 590 0.0419 990 0.0262 1390 0.0219 1790 200 600 0.0414 1000 0.0262 1400 0.0219 1800 210 610 0.0412 1010 0.0254 1410 0.0220 1810 220 620 0.0411 1020 0.0239 1420 0.0220 1820 230 0.0002 630 0.0411 1030 0.0230 1430 0.0220 1830 240 0.0006 640 0.0412 1040 0.0224 1440 0.0220 1840 250 0.0013 650 0.0401 1050 0.0220 1450 0.0184 1850 260 0.0021 660 0.0382 1060 0.0217 1460 0.0123 1860 270 0.0030 670 0.0370 1070 0.0215 1470 0.0083 1870 280 0.0039 680 0.0362 1080 0.0214 1480 0.0056 1880 290 0.0050 690 0.0357 1090 0.0214 1490 0.0037 1890 300 0.0064 700 0.0355 1100 0.0213 1500 0.0025 1900 310 0.0077 710 0.0353 1110 0.0213 1510 0.0017 1910 320 0.0090 720 0.0353 1120 0.0213 1520 0.0011 1920 330 0.0102 730 0.0353 1130 0.0213 1530 0.0008 1930 340 0.0113 740 0.0354 1140 0.0214 1540 0.0005 1940 350 0.0129 750 0.0355 1150 0.0214 1550 0.0003 1950 360 0.0147 760 0.0356 1160 0.0214 1560 0.0002 1960 370 0.0163 770 0.0344 1170 0.0214 1570 0.0002 1970 380 0.0178 780 0.0325 1180 0.0214 1580 0.0001 1980 390 0.0192 790 0.0312 1190 0.0215 1590 1990 400 0.0205 800 0.0304 1200 0.0215 1600 2000 8/19/92 Drainage study Johan Oye F.E. page 10 Tukvila Dental Clinic HYDROGRAPH No. 5 Peak runoff: = . m=aaaaa==m ma :mm = =ma = a =aommmms mn = =aaa == DETAIL HYDROGRAPH SUMMARY 0.1436 cfs Total Vol: TIME DESIGN TINE DESIGN TIME DESIGN TINE DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 410 0.0417 810 0.0300 1210 0.0206 1610 20 420 0.0469 820 0.0296 1220 0.0206 1620 30 430 0.0506 830 0.0293 1230 0.0206 1630 40 440 0.0566 840 0.0291 1240 0.0206 1640 50 0.0003 450 0.0643 850 0.0290 1250 0.0206 1650 60 0.0010 460 0.0817 860 0.0290 1260 0.0206 1660 70 0.0018 470 0.1214 870 0.0289 1270 0.0206 1670 80 0.0027 480 0.1436 880 0.0289 1280 0.0206 1680 90 0.0037 490 0.1314 890 0.0283 1290 0.0206 1690 100 0.0046 500 0.1128 900 0.0274 1300 0.0206 1700 110 0.0058 510 0.0968 910 0.0267 1310 0.0206 1710 120 0.0072 520 0.0862 920 0.0263 1320 0.0206 1720 130 0.0084 530 0.0754 930 0.0260 1330 0.0207 1730 140 0.0094 540 0.0646 940 0.0258 1340 0.0207 1740 150 0.0103 550 0.0574 950 0.0257 1350 0.0207 1750 160 0.0111 560 0.0526 960 0.0256 1360 0.0207 1760 170 0.0123 570 0.0494 970 0.0256 1370 0.0207 1770 180 0.0137 580 0.0473 980 0.0255 1380 0.0207 1780 190 0.0148 590 0.0459 990 0.0255 1390 0.0207 1790 200 0.0158 600 0.0450 1000 0.0255 1400 0.0207 1800 210 0.0165 610 0.0444 1010 0.0247 1410 0.0207 1810 220 0.0172 620 0.0441 1020 0.0233 1420 0.0207 1820 230 0.0182 630 0.0439 1030 0.0224 1430 0.0207 1830 240 0.0196 640 0.0437 1040 0.0217 1440 0.0207 1840 250 0.0207 650 0.0424 1050 0.0213 1450 0.0173 1850 260 0.0217 660 0.0402 1060 0.0210 1460 0.0116 1860 270 0.0225 670 0.0387 1070 0.0209 1470 0.0078 1870 280 0.0232 680 0.0378 1080 0.0207 1480 0.0052 1880 290 0.0245 690 0.0371 1090 0.0207 1490 0.0035 1890 300 0.0263 700 0.0367 1100 0.0206 1500 0.0024 1900 310 0.0277 710 0.0365 1110 0.0206 1510 0.0016 1910 320 0.0288 720 0.0363 1120 0.0206 1520 0.0011 1920 330 0.0297 730 0.0362 1130 0.0205 1530 0.0007 1930 340 0.0304 740 0.0362 1140 0.0205 1540 0.0005 1940 350 0.0319 750 0.0361 1150 0.0205 1550 0.0003 1950 360 0.0339 760 0.0361 1160 0.0205 1560 0.0002 1960 370 0.0355 770 0.0349 1170 0.0205 1570 0.0001 1970 380 0.0366 780 0.0329 1180 0.0206 1580 1980 390 0.0375 790 0.0315 1190 0.0206 1590 1990 400 0.0383 800 0.0306 1200 0.0206 1600 2000 0.06 ac -ft 8/19/92 Johan Oye P.E. page 11 Tukvila Dental Clinic Drainage study DETAIL HYDROGRAPH SUMMARY HYDROGRAPH No. 6 Peak runoff: 0.1731 cfs Total Vol: 0.07 ac -ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 410 0.0508 810 0.0357 1210 0.0244 1610 20 420 0.0571 820 0.0352 1220 0.0244 1620 30 430 0.0615 830 0.0349 1230 0.0244 1630 40 0.0002 440 0.0687 840 0.0347 1240 0.0244 1640 50 0.0008 450 0.0779 850 0.0345 1250 0.0244 1650 60 0.0019 460 0.0989 860 0.0345 1260 0.0244 1660 70 0.0031 470 0.1466 870 0.0344 1270 0.0244 1670 80 0.0043 480 0.1731 880 0.0344 1280 0.0244 1680 90 0.0055 490 0.1582 890 0.0337 1290 0.0245 1690 100 0.0066 500 0.1357 900 0.0325 1300 0.0245 1700 110 0.0080 510 0.1164 910 0.0318 1310 0.0245 1710 120 0.0097 520 0.1035 920 0.0312 1320 0.0245 1720 130 0.0112 530 0.0906 930 0.0309 1330 0.0245 1730 140 0.0124 540 0.0775 940 0.0307 1340 0.0245 1740 150 0.0135 550 0.0688 950 0.0305 1350 0.0245 1750 160 0.0144 560 0.0630 960 0.0304 1360 0.0245 1760 170 0.0157 570 0.0592 970 0.0304 1370 0.0245 1770 180 0.0174 580 0.0566 980 0.0303 1380 0.0245 1780 190 0.0187 590 0.0549 990 0.0303 1390 0.0245 1790 200 0.0197 600 0.0538 1000 0.0303 1400 0.0245 1800 210 0.0206 610 0.0531 1010 0.0293 1410 0.0245 1810 220 0.0213 620 0.0527 1020 0.0277 1420 0.0245 1820 230 0.0227 630 0.0524 1030 0.0265 1430 0.0245 1830 240 0.0245 640 0.0522 1040 0.0258 1440 0.0245 1840 250 0.0259 650 0.0506 1050 0.0253 1450 0.0205 1850 260 0.0271 660 0.0480 1060 0.0250 1460 0.0138 1860 270 0.0281 670 0.0462 1070 0.0248 1470 0.0092 1870 280 0.0289 680 0.0450 1080 0.0246 1480 0.0062 1880 290 0.0305 690 0.0443 1090 0.0245 1490 0.0042 1890 300 0.0327 700 0.0438 1100 0.0245 1500 0.0028 1900 310 0.0343 710 0.0435 1110 0.0244 1510 0.0019 1910 320 0.0356 720 0.0433 1120 0.0244 1520 0.0013 1920 330 0.0367 730 0.0432 1130 0.0244 1530 0.0008 1930 340 0.0375 740 0.0431 1140 0.0244 1540 0.0006 1940 350 0.0393 750 0.0431 1150 0.0244 1550 0.0004 1950 360 0.0417 760 0.0430 1160 0.0244 1560 0.0003 1960 370 0.0435 770 0.0416 1170 0.0244 1570 0.0002 1970 380 0.0448 780 0.0391 1180 0.0244 1580 0.0001 1980 390 0.0459 790 0.0375 1190 0.0244 1590 1990 400 0.0468 800 0.0364 1200 0.0244 1600 2000 8/19/92 Drainage study Johan Oye P.E. page 12 Tukvila Dental Clinic == = == ______==___ DETAIL HYDROGRAPH SUMMARY HYDROGRAPH No. 11 Peak runoff: 0.0839 cfs Total Vol: 0.06 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TINE DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 410 0.0363 810 0.0327 1210 0.0206 1610 20 420 0.0377 820 0.0316 1220 0.0206 1620 30 430 0.0401 830 0.0307 1230 0.0206 1630 40 440 0.0424 840 0.0301 1240 0.0206 1640 50 450 0.0452 850 0.0297 1250 0.0206 1650 60 0.0003 460 0.0485 860 0.0294 1260 0.0206 1660 70 0.0009 470 0.0530 870 0.0292 1270 0.0206 1670 80 0.0018 480 0.0603 880 0.0291 1280 0.0206 1680 90 0.0027 490 0.0691 890 0.0290 1290 0.0206 1690 100 0.0036 500 0.0763 900 0.0288 1300 0.0206 1700 110 0.0045 510 0.0808 910 0.0284 1310 0.0206 1710 120 0.0057 520 0.0831 920 0.0273 1320 0.0206 1720 130 0.0071 530 0.0839 930 0.0266 1330 0.0206 1730 140 0.0083 540 0.0836 940 0.0262 1340 0.0206 1740 150 0.0094 550 0.0823 950 0.0259 1350 0.0207 1750 160 0.0103 560 0.0803 960 0.0258 1360 0.0207 1760 170 0.0111 570 0.0778 970 0.0257 1370 0.0207 1770 180 0.0122 580 0.0751 980 0.0256 1380 0.0207 1780 190 0.0136 590 0.0723 990 0.0256 1390 0.0207 1790 200 0.0148 600 0.0696 1000 0.0255 1400 0.0207 1800 210 0.0157 610 0.0668 1010 0.0255 1410 0.0207 1810 220 0.0165 620 0.0642 1020 0.0252 1420 0.0207 1820 230 0.0171 630 0.0616 1030 0.0241 1430 0.0207 1830 240 0.0181 640 0.0592 1040 0.0229 1440 0.0207 1840 250 0.0195 650 0.0570 1050 0.0221 1450 0.0207 1850 260 0.0203 660 0.0548 1060 0.0216 1460 0.0184 1860 270 0.0211 670 0.0527 1070 0.0212 1470 0.0113 1870 280 0.0220 680 0.0503 1080 0.0210 1480 0.0084 1880 290 0.0227 690 0.0479 1090 0.0208 1490 0.0050 1890 300 0.0237 700 0.0457 1100 0.0207 1500 0.0039 1900 310 0.0253 710 0.0436 1110 0.0206 1510 0.0022 1910 320 0.0268 720 0.0417 1120 0.0206 1520 0.0018 1920 330 0.0281 730 0.0403 1130 0.0206 1530 0.0009 1930 340 0.0287 740 0.0390 1140 0.0206 1540 0.0008 1940 350 0.0293 750 0.0379 1150 0.0205 1550 0.0004 1950 360 0.0302 760 0.0373 1160 0.0205 1560 0.0004 1960 370 0.0315 770 0.0369 1170 0.0205 1570 0.0002 1970 380 0.0330 780 0.0364 1180 0.0205 1580 0.0002 1980 390 0.0344 790 0.0355 1190 0.0206 1590 1990 400 0.0354 800 0.0342 1200 0.0206 1600 2000 8/19/92 Drainage study Johan Oye P.E. page 13 Tukvila Dental Clinic DETAIL HYDROGRAPH SUMMARY _____==___ _ =■ HYDROGRAPH No. 12 Peak runoff: 0.1117 cfs Total Vol: 0.07 ac -ft TIME DESIGN TINE DESIGN TIME DESIGN TIME DESIGN TINE DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 410 0.0432 810 0.0413 1210 0.0244 1610 0.0001 20 420 0.0447 820 0.0399 1220 0.0244 1620 30 430 0.0467 830 0.0382 1230 0.0244 1630 40 440 0.0493 840 0.0371 1240 0.0244 1640 50 0.0002 450 0.0522 850 0.0362 1250 0.0244 1650 60 0.0008 460 0.0557 860 0.0356 1260 0.0244 1660 70 0.0018 470 0.0604 870 0.0352 1270 0.0244 1670 80 0.0030 480 0.0681 880 0.0349 1280 0.0244 1680 90 0.0042 490 0.0778 890 0.0347 1290 0.0244 1690 100 0.0054 500 0.0862 900 0.0345 1300 0.0244 1700 110 0.0065 510 0.1067 910 0.0338 1310 0.0245 1710 120 0.0079 520 0.1117 920 0.0331 1320 0.0245 1720 130 0.0096 530 0.1112 930 0.0323 1330 0.0245 1730 140 0.0111 540 0.1076 940 0.0317 1340 0.0245 1740 150 0.0123 550 0.1011 950 0.0313 1350 0.0245 1750 160 0.0134 560 0.0886 960 0.0310 1360 0.0245 1760 170 0.0143 570 0.0853 970 0.0308 1370 0.0245 1770 180 0.0156 580 0.0830 980 0.0306 1380 0.0245 1780 190 0.0173 590 0.0806 990 0.0305 1390 0.0245 1790 200 0.0186 600 0.0781 1000 0.0304 1400 0.0245 1800 210 0.0197 610 0.0758 1010 0.0304 1410 0.0245 1810 220 0.0203 620 0.0735 1020 0.0301 1420 0.0245 1820 230 0.0209 630 0.0713 1030 0.0294 1430 0.0245 1830 240 0.0219 640 0.0693 1040 0.0283 1440 0.0245 1840 250 0.0234 650 0.0673 1050 0.0264 1450 0.0245 1850 260 0.0250 660 0.0655 1060 0.0256 1460 0.0227 1860 270 0.0264 670 0.0635 1070 0.0252 1470 0.0154 1870 280 0.0275 680 0.0613 1080 0.0249 1480 0.0084 1880 290 0.0283 690 0.0592 1090 0.0247 1490 0.0072 1890 300 0.0290 700 0.0571 1100 0.0246 1500 0.0036 1900 310 0.0302 710 0.0551 1110 0.0245 1510 0.0034 1910 320 0.0317 720 0.0533 1120 0.0244 1520 0.0015 1920 330 0.0332 730 0.0515 1130 0.0244 1530 0.0016 1930 340 0.0346 740 0.0500 1140 0.0244 1540 0.0006 1940 350 0.0355 750 0.0487 1150 0.0244 1550 0.0008 1950 360 0.0366 760 0.0475 1160 0.0244 1560 0.0002 1960 370 0.0380 770 0.0466 1170 0.0244 1570 0.0004 1970 380 0.0397 780 0.0457 1180 0.0244 1580 1980 390 0.0410 790 0.0445 1190 0.0244 1590 0.0002 1990 400 0.0421 800 0.0428 1200 0.0244 1600 2000 8/19/92 Drainage study Johan Oye P.E. Tukvila Dental Clinic STAGE STORAGE TABLE page 14 UNDERGROUND PIPE ID No. 1 Description: 60 Diameter:. 2.50 ft. Length: 60.00 ft. Slope...: 0.0050 ft /ft STAGE <---- STORAGE - - - -> STAGE <---- STORAGE - - - -> STAGE (----STORAGE----) STAGE (----STORAGE----) (ft) -- -cf - -- - -Ac -Ft (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- 16.00 0.0000 0.0000 16.80 61:592 0.0014 17.60 176.90 0.0041 18.40 277.34 0.0064 16.10 0.6586 0.0000 16.90 74.906 0.0017 17.70 191.49 0.0044 18.50 284.52 0.0065 16.20 3.6794 0.0001 17.00 .88.762 0.0020 17.80 205.76 0.0047 18.60 290.85 0.0067 16.30 10.010 0.0002 17.10 103.04 0.0024 17.90 219.62 0.0050 18.70 293.87 0.0067 16.40 17.184 0.0004 17.20 117.62 0.0027 18.00 232.93 0.0053 18.80 294.53 0.0068 16.50 26.486 0.0006 17.30 132.38 0.0030 18.10 245.56 0.0056 16.60 37.188 0.0009 17.40 147.26 0.0034 18.20 257.34 0.0059 16.70 48.962 0.0011 17.50 162.15 0.0037 18.30 268.04 0.0062 8/19/92 Drainage study MULTIPLE ORIFICE Description: Outlet Elev: 16. Elev: 15.50 ft Elev: 17.90 ft Johan Dye P.E. Tukvila Dental Clinic -� = ========= - == =ate =v_ = == == _o M ∎_■-. DISCHARGE STRUCTURE LIST ID No. 1 • 00 Orifice Diameter: 1.5264 in. Orifice 2-Diameter: 1.1367 in. page 15 8/19/92 Drainage study ROUTING CURVE STAGE STORAGE OUTFLOW (ft) (cf) (cfs) UNDERGROUND PIPE ID No. 1 Description: 60 Diameter:. 2.50 ft. Slope...: 0.0050 ft /ft MULTIPLE ORIFICE Description: Outlet Elev: 16 Elev: 15.50 ft Elev: 17.90 ft ID No. Johan Oye F.E. Tukvila Dental Clinic ROUTING REPORT Length: 60.00 ft. .00 Orifice Diameter: 1.5264 in. Orifice 2 Diameter: 1.1367 in. page 16 0+2S STAGE STORAGE OUTFLOW 0 +2S STAGE STORAGE OUTFLOW 0+2S cfs -min (ft) (cf) (cfs) cfs -min (ft) (cf) (cfs) cfs -min slums sassassassssasassassaasaasaaasaass $■asasassasssssassssasasassas sassasasass assasssassssssassa sssassssasassa 16.00 0.0000 0.0000 0.0000 17.00 88.762 0.0632 0.3591 18.00 232.93 0.1005 0.8769 16.10 0.6586 0.0200 0.0222 17.10 103.04 0.0663 0.4098 18.10 245.56 0.1073 0.9258 16.20 3.6794 0.0283 0.0405 17.20 117.62 0.0693 0.4613 18.20 257.34 0.1130 0.9708 16.30 10.010 0.0346 0.0680 17.30 132.38 0.0721 0.5133 18.30 268.04 0.1181 1.0115 16.40 17.184 0.0400 0.0973 17.40 147.26 0.0748 0.5657 18.40 277.34 0.1227 1.0472 16.50 26.486 0.0447 0.1330 17.50 162.15 0.0774 0.6179 18.50 284.52 0.1271 1.0755 16.60. 37.188 0.0490 0.1729 17.60 176.90 0.0800 0.6696 18.60 290.85 0.1313 1.1008 16.70 48.962 0.0529 0.2161 17.70 191.49 0.0824 0.7207 18.70' 293.87 0.1352 1.1148 16.80 61.592 0.0565 0.2619 17.80 205.76 0.0848 0.7707 16.90 74.906 0.0600 0.3097 17.90 219.62 0.0871 0.8192 Drainage study LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM cfs min 10 Year Design MATCH Q (cfs) : 0.08 PEAK STAGE (ft): 17.76 PEAK TIME: 530.00 min. INFLOW HYD No. : 5 8/19/92 Johan Oye P.E. page 17 Tukvila Dental Clinic LEVEL POOL ROUTING TABLE INFLOW Q (cfs): 0.14 PEAK OUTFLOW : 0.08 OUTFLOW HYD No.: 11 01 02 +252 STAGE > (ft) == = == = == 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0003 0.0000 0.0003 0.0000 0.0003 0.0003 0.0010 0.0000 0.0013 0.0003 0.0010 0.0010 0.0018 0.0001 0.0029 0.0009 0.0020 0.0018 0.0027 0.0002 0.0048 0.0018 0.0030 0.0027 0.0037 0.0003 0.0067 0.0027 0.0040 0.0037 0.0046 0.0004 0.0087 0.0036 0.0050 0.0046 0.0058 0.0005 0.0109 0.0045 0.0063 0.0058 0.0072 0.0006 0.0135 0.0057 0.0079 0.0072 0.0084 0.0008 0.0163 0.0071 0.0092 0.0084 0.0094 0.0009 0.0187 0.0083 0.0104 0.0094 0.0103 0.0010 0.0208 0.0094 0.0114 0.0103 0.0111 0.0011 0.0226 0.0103 0.0123 0.0111 0.0123 0.0012 0.0247 0.0111 0.0136 0.0123 0.0137 0.0013 0.0274 0.0122 0.0151 0.0137 0.0148 0.0015 0.0301 0.0136 0.0164 0.0148 0.0158 0.0016 0.0322 0.0148 0.0174 0.0158 0.0165 0.0017 0.0340 0.0157 0.0183 0.0165 0.0172 0.0018 0.0355 0.0165 0.0190 0.0172 0.0182 0.0019 0.0373 0.0171 0.0201 0.0182 0.0196 0.0020 0.0398 0.0181 0.0217 0.0196 0.0207 0.0021 0.0425 0.0195 0.0229 0.0207 0.0217 0.0026 0.0450 0.0203 0.0247 0.0217 0.0225 0.0036 0.0477 0.0211 0.0266 0.0225 0.0232 0.0046 0.0503 0.0220 0.0283 0.0232 0.0245 0.0055 0.0533 0.0227 0.0305 0.0245 0.0263 0.0068 0.0576 0.0237 0.0339 0.0263 0.0277 0.0086 0.0626 0.0253 0.0374 0.0277 0.0288 0.0105 0.0670 0.0268 0.0402 0.0288 0.0297 0.0121 0.0706 0.0281 0.0425 0.0297 0.0304 0.0137 0.0739 0.0287 0.0452 0.0304 0.0319 0.0158 0.0782 0.0293 0.0489 0.0319 0.0339 0.0187 0.0846 0.0302 0.0544 0.0339 0.0355 0.0229 0.0923 0.0315 0.0608 0.0355 0.0366 0.0279 0.0999 0.0330 0.0670 0.0366 0.0375 0.0326 0.1068 0.0344 0.0724 0.0375 0.0383 0.0369 0.1128 0.0354 0.0774 0.0383 0.0417 0.0410 0.1210 0.0363 0.0847 0.0417 0.0469 0.0470 0.1355 0.0377 0.0979 0.0469 0.0506 0.0578 0.1552 0.0401 0.1152 0.0506 0.0566 0.0728 0.1800 0.0424 0.1376 = 16.00 16.00 16.00 16.00 16.01 16.01 16.02 16.02 16.03 16.04 16.04 16.05 16.05 16.06 16.06 16.07 16.07 16.08 16.08 16.09 16.09 16.10 16.10 16.11 16.12 16.13 16.15 16.16 16.18 16.20 16.21 16.22 16.23 16.25 16.27 16.30 16.31 16.33 16.36 16.40 16.45 TIME (min) 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 250.00 260.00 270.00 280.00 290.00 300.00 310.00 320.00 330.00 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.00 430.00 440.00 8/19/92 Drainage study Johan Aye P.E. Tukvila Dental Clinic LEVEL POOL ROUTING TABLE 'I1 12 2S1 SUM 01 02 +282 STAGE TIME < cfs min > (ft) (min) 0.0566 0.0643 0.0924 0.0643 0.0817 0.1197 0.0817 0.1214 0.1642 0.1214 0.1436 0.2541 0.1436 0.1314 0.3897 0.1314 0.1128 0.5193 0.1128 0.0968 0.6064 0.0968 0.0862 0.6521 0.0862 0.0754 0.6680 0.0754 0.0646 0.6620 0.0646 0.0574 0.6362 0.0574 0.0526 0.5956 0.0526 0.0494 0.5476 0.0494 0.0473 0.4967 0.0473 0.0459 0.4460 0.0459 0.0450 0.3973 0.0450 0.0444 0.3518 0.0444 0.0441 0.3103 0.0441 0.0439 0.2730 0.0439 0.0437 0.2401 0.0437 0.0424 0.2114 0.0424 0.0402 0.1857 0.0402 0.0387 0.1608 0.0387 0.0378 0.1368 0.0378 0.0371 0.1151 0.0371 0.0367 0.0964 0.0367 0.0365 0.0810 0.0365 0.0363 0.0688 0.0363 0.0362 0.0595 0.0362 0.0362 0.0527 0.0362 0.0361 0.0482 0.0361 0.0361 0.0452 0.0361 0.0349 0.0434 0.0349 0.0329 0.0412 0.0329 0.0315 0.0371 0.0315 0.0306 0.0318 0.0306 0.0300 0.0270 0.0300 0.0296 0.0233 0.0296 0.0293 0.0205 0.0293 0.0291 0.0185 0.0291 0.0290 0.0171 0.0290 0.0290 0.0161 0.0290 0.0289 0.0155 0.0289 0.0289 0.0150 0.0289 0.0283 0.0148 0.0283 0.0274 0.0142 0.0274 0.0267 0.0126 LEVEL POOL ROUTING TABLE 0.2133 0.2657 0.3674 0.5191 0.6648 0.7635 0.8160 0.8350 0.8296 0.8021 0.7582 0.7057 0.6496 0.5934 0.5392 0.4882 0.4413 0.3988 0.3610 0.3277 0.2976 0.2682 0.2397 0.2132 0.1900 0.1702 0.1541 0.1416 0.1320 0.1251 0.1205 0.1175 0.1144 0.1090 0.1015 0.0939 0.0876 0.0828 0.0794 0.0769 0.0753 0.0741 0.0734 0.0729 0.0720 0.0699 0.0667 0.0452 0.0485 0.0530 0.0603 0.0691 0.0763 0.0808 0.0831 0.0839 0.0836 0.0823 0.0803 0.0778 0.0751 0.0723 0.0696 0.0668 0.0642 0.0616 0.0592 0.0570 0.0548 0.0527 0.0503 0.0479 0.0457 0.0436 0.0417 0.0403 0.0390 0.0379 0.0373 0.0369 0.0364 0.0355 0.0342 0.0327 0.0316 0.0307 0.0301 0.0297 0.0294 0.0292 0.0291 0.0290 0.0288 0.0284 0.1681 16.51 0.2172 16.59 0.3144 16.70 0.4588 16.91 0.5956 17.20 0.6872 17.46 0.7352 17.63 0.7519 17.73 0.7457 17.76 0.7185 17.75 0.6759 17.70 0.6254 17.61 0.5718 17.51 0.5183 17.41 0.4668 17.31 0.4186 17.21 0.3745 17.12 0.3346 17.03 0.2993 16.95 0.2685 16.88 0.2405 16.81 0.2134 16.75 0.1870 16.69 0.1630 16.63 0.1421 16.58 0.1246 16.52 0.1106 16.48 0.0998 16.44 0.0917 16.41 0.0861 16.38 0.0825 16.36 0.0802 16.35 0.0776 16.34 0.0726 16.33 0.0660 16.32 0.0597 16.29 0.0548 16.27 0.0512 16.25 0.0486 16.24 0.0468 16.23 0.0455 16.22 0.0447 16.22 0.0441 16.22 0.0438 16.21 0.0430 16.21 0.0410 16.21 0.0383 16.20 page 18 450.00 460.00 470.00 480.00 490.00 500.00 510.00 520.00 530.00 540.00 550.00 560.00 570.00 580.00 590.00 600.00 610.00 620.00 630.00 640.00 650.00 660.00 670.00 680.00 690.00 700.00 710.00 720.00 730.00 740.00 750.00 760.00 770.00 780.00 790.00 800.00 810.00 820.00 830.00 840.00 850.00 860.00 870.00 880.00 890.00 900.00 910.00 8/19/92 Drainage study Johan Oye F.E. Tukvila Dental Clinic ==== = LEVEL POOL ROUTING TABLE page 19 LEVEL POOL ROUTING TABLE •I1 I2 2S1 SUM 01 02 +2S2 STAGE TIME < cfs min > (ft) (min) 0.0267 0.0263 0.0111 0.0641 0.0273 0.0368 16.19 920.00 0.0263 0.0260 0.0102 0.0625 0.0266 0.0359 16.18 930.00 0.0260 0.0258 0.0097 0.0615 0.0262 0.0354 16.17 940.00 0.0258 0.0257 0.0094 0.0609 0.0259 0.0350 16.17 950.00 0.0257 0.0256 0.0092 0.0605 0.0258 0.0348 16.17 960.00 0.0256 0.0256 0.0091 0.0603 0.0257 0.0346 16.17 970.00 0.0256 0.0255 0.0090 0.0601 0.0256 0.0345 16.17 980.00 0.0255 0.0255 0.0090 0.0601 0.0256 0.0345 16.17 990.00 0.0255 0.0255 0.0089 0.0600 0.0255 0.0345 16.17 1000.00 0.0255 0.0247 0.0089 0.0592 0.0255 0.0336 16.17 1010.00 0.0247 0.0233 0.0085 0.0565 0.0252 0.0313 16.16 1020.00 0.0233 0.0224 0.0072 0.0528 0.0241 0.0287 16.15 1030.00 0.0224 0.0217 0.0058 0.0499 0.0229 0.0269 16.14 1040.00 0.0217 0.0213 0.0048 0.0478 0.0221 0.0257 16.13 1050.00 0.0213 0.0210 0.0041 0.0465 0.0216 0.0249 16.12 1060.00 0.0210 0.0209 0.0037 0.0456 0.0212 0.0244 16.11 1070.00 0.0209 0.0207 0.0034 0.0450 0.0210 0.0240 16.11 1080.00 0.0207 0.0207 0.0032 0.0446 0.0208 0.0238 16.11 1090.00 0.0207 0.0206 0.0031 0.0443 0.0207 0.0236 16.11 1100.00 0.0206 0.0206 0.0030 0.0442 0.0206 0.0235 16.11 1110.00 0.0206 0.0206 0.0029 0.0441 0.0206 0.0235 16.11 1120.00 0.0206 0.0205 0.0029 0.0440 0.0206 0.0234 16.11 1130.00 0.0205 0.0205 0.0029 0.0440 0.0206 0.0234 16.11 1140.00 0.0205 0.0205 0.0029 0.0440 0.0205 0.0234 16.11 1150.00 0.0205 0.0205 0.0029 0.0439 0.0205 0.0234 16.11 1160.00 0.0205 0.0205 0.0029 0.0440 0.0205 0.0234 16.11 1170.00 0.0205 0.0206 0.0029 0.0440 0.0205 0.0234 16.11 1180.00 0.0206 0.0206 0.0029 0.0440 0.0206 0.0234 16.11 1190.00 0.0206 0.0206 0.0029 0.0440 0.0206 0.0234 16.11 1200.00 0.0206 0.0206 0.0029 0.0440 0.0206 0.0235 16.11 1210.00 0.0206 0.0206 0.0029 0.0440 0.0206 0.0235 16.11 1220.00 0.0206 0.0206 0.0029 0.0441 0.0206 0.0235 16.11 1230.00 0.0206 0.0206 0.0029 0.0441 0.0206 0.0235 16.11 1240.00 0.0206 0.0206 0.0029 0.0441 0.0206 0.0235 16.11 1250.00 0.0206 0.0206 0.0029 0.0441 0.0206 0.0235 16.11 1260.00 0.0206 0.0206 0.0029 0.0442 0.0206 0.0236 16.11 1270,00 0.0206 0.0206 0.0029 0.0442 0.0206 0.0236 16.11 1280.00 0.0206 0.0206 0.0030 0.0442 0.0206 0.0236 16.11 1290.00 0.0206 0.0206 0.0030 0.0442 0.0206 0.0236 16.11 1300.00 0.0206 0.0206 0.0030 0.0442 0.0206 0.0236 16.11 1310.00 0.0206 0.0206 0.0030 0.0443 0.0206 0.0236 16.11 1320.00 0.0206 0.0207 0.0030 0.0443 0.0206 0.0236 16.11 1330.00 0.0207 0.0207 0.0030 0.0443 0.0206 0.0237 16.11 1340.00 0.0207 0.0207 0.0030 0.0443 0.0207 0.0237 16.11 1350.00 0.0207 0.0207 0.0030 0.0443 0.0207 0.0237 16.11 1360.00 0.0207 0.0207 0.0030 0.0444 0.0207 0.0237 16.11 1370.00 0.0207 0.0207 0.0030 0.0444 0.0207 0.0237 16.11 1380.00 8/19/92 Drainage study _ Johan Oye P.E. Tukvila Dental Clinic _______=___ ==_______________________________ LEVEL POOL ROUTING TABLE page 20 LEVEL POOL ROUTING TABLE "I1 I2 2S1 SUM 01 02 +2S2 STAGE TIME < cfs min > (ft) (min) 0.0207 0.0207 0.0030 0.0444 0.0207 0.0237 16.11 1390.00 0.0207 0.0207 0.0030 0.0444 0.0207 0.0237 16.11 1400.00 0.0207 0.0207 0.0030 0.0444 0.0207 0.0238 16.11 1410.00 0.0207 0.0207 0.0031 0.0445 0.0207 0.0238 16.11 1420.00 0.0207 0.0207 0.0031 0.0445 0.0207 0.0238 16.11 1430.00 0.0207 0.0207 0.0031 0.0445 0.0207 0.0238 16.11 1440.00 0.0207 0.0173 0.0031 0.0411 0.0207 0.0204 16.11 1450.00 0.0173 0.0116 0.0020 0.0310 0.0184 0.0126 16.09 1460.00 0.0116 0.0078 0.0012 0.0207 0.0113 0.0093 16.06 1470.00 0.0078 0.0052 0.0009 0.0139 0.0084 0.0055 16.04 1480.00 0.0052 0.0035 0.0005 0.0093 0.0050 0.0043 16.02 1490.00 0.0035 0.0024 0.0004 0.0063 0.0039 0.0024 16.02 1500.00 0.0024 0.0016 0.0002 0.0042 0.0022 0.0020 16.01 1510.00 0.0016 0.0011 0.0002 0.0028 0.0018 0.0010 16.01 1520.00 0.0011 0.0007 0.0001 0.0019 0.0009 0.0009 16.00 1530.00 0.0007 0.0005 0.0001 0.0013 0.0008 0.0004 16.00 1540.00 0.0005 0.0003 0.0000 0.0008 0.0004 0.0004 16.00 1550.00 0.0003 0.0002 0.0000 0.0006 0.0004 0.0002 16.00 1560.00 0.0002 0.0001 0.0000 0.0004 0.0002 0.0002 16.00 1570.00 0.0001 0.0001 0.0000 0.0003 0.0002 0.0001 16.00 1580.00 0.0001 0.0001 0.0000 0.0002 0.0001 0.0001 16.00 1590.00 0.0001 0.0000 0.0000 0.0001 0.0001 0.0000 16.00 1600.00 0.0000 0.0000 0.0000 0.0001 0.0000 0.0001 16.00 1610.00 0.0000 0.0000 0.0000 0.0001 0.0000 0.0000 16.00 1620.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 16.00 1630.00 0.0000 0.0000 0.0000 0.0000. 0.0000 - 0.0000 16.00 1640.00 8/19/92 Drainage study Johan Oye P.E. Tukvila Dental Clinic =■=_ ___ ___________ _ ___ __ - _��� -_ - - -- ROUTING REPORT UNDERGROUND PIPE ID No. 1 Description: 60 Diameter: 2.50 ft. Length: . .60.00.ft. Slope...: 0.0050 ft /ft MULTIPLE ORIFICE ID No. 1 Description: Outlet Elev: 16.00 Elev: 15.50 ft Orifice Diameter: 1.5264 in. Elev: 17.90 ft Orifice 2 Diameter: 1.1367 in. page 21 ROUTING CURVE STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+2S STAGE STOkAGE OUTFLOW 0+2S (ft) (cf) (cfs) cfs -min (ft) (cf) (cfs) cfs -min (ft) (cf) (cfs) cfs -min 16.00 0.0000 0.0000 0.0000 17.00 88.762 0.0632 0.3591 18.00 232.93 0.1005 0.8769 16.10 0.6586 0.0200 0.0222 17.10 103.04 0.0663 0.4098 18.10 245.56 0.1073 0.9258 16.20 3.6794 0.0283 0.0405 17.20 117.62 0.0693 0.4613 18.20 257.34 0.1130 0.9708 16.30 10.010 0.0346 0.0680 17.30 132.38 0.0721 0.5133 18.30 268.04 0.1181 1.0115 16.40 17.184 0.0400 0.0973 17.40 147.26 0.0748 0.5657 18.40 277.34 0.1227 1.0472 16.50 26.486 0.0447 0.1330 17.50 162.15 0.0774 0.6179 18.50 284.52 0.1271 1.0755 16.60 37.188 0.0490 0.1729 17.60 176.90 0.0800 0.6696 18.60 290.85 0.1313 1.1008 16.70 48.962 0.0529 0.2161 17.70 191.49 0.0824 0.7207 18.70 293.87 0.1352 1.1148 16.80 61.592 0.0565 0.2619 17.80 205.76 0.0848 0.7707 16.90 74.906 0.0600 0.3097 17.90 219.62 0.0871 0.8192 . 8/19/92 Johan Oye P.E. page 22 Tukvila Dental Clinic Drainage study 25 Year Design MATCH Q (cfs) : 0.11 PEAK STAGE (ft): 18.18 PEAK TIME: 520.00 min. INFLOW HYD No. : 6 LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM cfs min LEVEL POOL ROUTING TABLE INFLOW Q (cfs): PEAK OUTFLOW : OUTFLOW HYD No.: 12 0.0000 0.0002 0.0000 0.0002 0.0000 0.0002 0.0008 0.0000 0.0010 0.0002 0.0008 0.0019 0.0001 0.0028 0.0008 0.0019 0.0031 0.0002 0.0051 0.0018 0.0031 0.0043 0.0003 0.0077 0.0030 0.0043 0.0055 0.0005 0.0102 0.0042 0.0055 0.0066 0.0006 0.0126 0.0054 0.0066 0.0080 0.0007 0.0153 0.0065 0.0080 0.0097 0.0009 0.0186 0.0079 0.0097 0.0112 0.0011 0.0219 0.0096 0.0112 0.0124 0.0012 0.0248 0.0111 0.0124 0.0135 0.0014 0.0272 0.0123 0.0135 0.0144 0.0015 0.0293 0.0134 0.0144 0.0157 0.0016 0.0317 0.0143 0.0157 0.0174 0.0017 0.0348 0.0156 0.0174 0.0187 0.0019 0.0380 0.0173 0.0187 0.0197 0.0020 0.0405 0.0186 0.0197 0.0206 0.0022 0.0425 0.0197 0.0206 0.0213 0.0025 0.0445 0.0203 0.0213 0.0227 0.0033 0.0473 0.0209 0.0227 0.0245 0.0045 0.0517 0.0219 0.0245 0.0259 0.0064 0.0568 0.0234 0.0259 0.0271 0.0083 0.0614 0.0250 0.0271 0.0281 0.0099 0.0651 0.0264 0.0281 0.0289 0.0113 0.0683 0.0275 0.0289 0.0305 0.0125 0.0719 0.0283 0.0305 0.0327 0.0146 0.0778 0.0290 0.0327 0.0343 0.0187 0.0857 0.0302 0.0343 0.0356 0.0238 0.0937 0.0317 0.0356 0.0367 0.0288 0.1011 0.0332 0.0367 0.0375 0.0332 0.1074 0.0346 0.0375 0.0393 0.0373 0.1141 0.0355 0.0393 0.0417 0.0421 0.1230 0.0366 0.0417 0.0435 0.0485 0.1336 0.0380 0.0435 0.0448 0.0559 0.1443 0.0397 0.0448 0.0459 0.0636 0.1544 0.0410 0.0459 0.0468 0.0713 0.1640 0.0421 0.0468 0.0508 0.0786 0.1763 0.0432 0.0508 0.0571 0.0883 0.1962 0.0447 0.0571 0.0615 0.1048 0.2234 0.0467 0.0615 0.0687 0.1274 0.2576 0.0493 0.17 0.11 01 02 +252 STAGE TIME > (ft) (min) 0.0002 0.0009 0.0020 0.0033 0.0047 0.0060 0.0072 0.0088 0.0107 0.0123 0.0137 0.0149 0.0159 0.0174 0.0192 0.0207 0.0218 0.0228 0.0242 0.0264 0.0298 0.0334 0.0363 0.0388 0.0408 0.0436 0.0489 0.0555 0.0620 0.0678 0.0728 0.0786 0.0865 0.0956 0.1046 0.1134 0.1219 0.1330 0. 1515 0.1767 0.2083 = = = === 16.00 40.00 16.00 50.00 16.00 60.00 16.01 70.00 16.01 80.00 16.02 90.00 16.03 100.00 16.03 110.00 16.04 120.00 16.05 130.00 16.06 140.00 16.06 150.00 16.07 160.00 16.07 170.00 16.08 180.00 16.09 190.00 16.09 200.00 16.10 210.00 16.10 220.00 16.11 230.00 16.12 240.00 16.14 250.00 16.16 260.00 16.18 270.00 16.19 280.00 16.20 290.00 16.21 300.00 16.23 310.00 16.25 320.00 16.28 330.00 16.30 340.00 16.32 350.00 16.34 360.00 16.36 370.00 16.39 380.00 16.42 390.00 16.45 400.00 16.47 410.00 16.50 420.00 16.55 430.00 16.61 440.00 8/19/92 Johan Oye P.E. page 23 Tukvila Dental Clinic Drainage study LEVEL POOL ROUTING TABLE 'I1 I2 2S1 SUM cf s min = = == = == = = = == == = LEVEL POOL ROUTING TABLE O1 02 +2S2 STAGE TIME > (ft) (min) 0.0687 0.0779 0.1561 0.3028 0.0522 0.2506 16.68 450.00 0.0779 0.0989 0.1950 0.3719 0.0557 0.3162 16.78 460.00 0.0989 0.1466 0.2558 0.5013 0.0604 0.4409 16.91 47D.00 0.1466 0.1731 0.3728 0.6926 0.0681 0.6245 17.16 480.00 0.1731 0.1582 0.5467 0.8781 0.0778 0.8004 17.51 490.00 0.1582 0.1357 0.7141 1.0081 0.0862 0.9218 17.86 500.00 0.1357 0.1164 0.8151 1.0672 0.1067 0.9605 18.09 510.00 0.1164 0.1035 0.8488 1.0687 0.1117 0.9570 18.18 520.00 0.1035 0.0906 0.8457 1.0398 0.1112 0.9286 18.17 530.00 0.0906 0.0775 0.8209 0.9890 0.1076 0.8814 18.11 540.00 0.0775 0.0688 0.7803 0.9266 0.1011 0.8255 18.01 550.00 0.0688 0.0630 0.7369 0.8688 0.0886 0.7802 17.91 560.00 0.0630 0.0592 0.6949 0.8171 0.0853 0.7319 17.82 570.00 0.0592 0.0566 0.6489 0.7647 0.0830 0.6817 17.72 580.00 0.0566 0.0549 0.6012 0.7127 0.0806 0.6322 17.62 590.00 0.0549 0.0538 0.5540 0.6628 0.0781 0.5847 17.53 600.00 0.0538 0.0531 0.5089 0.6158 0.0758 0.5401 17.44 610.00 0.0531 0.0527 0.4666 0.5724 0.0735 0.4989 17.35 620.00 0.0527 0.0524 0.4276 0.5327 0.0713 0.4614 17.27 630.00 0.0524 0.0522 0.3921 0.4967 0.0693 0.4275 17.20 640.00 0.0522 0.0506 0.3601 0.4630 0.0673 0.3957 17.13 650.00 0.0506 0.0480 0.3302 0.4288 0.0655 0.3633 17.07 660.00 0.0480 0.0462 0.2998 0.3940 0.0635 0.3305 17.01 670.00 0.0462 0.0450 0.2692 0.3604 0.0613 0.2991 16.94 680.00 0.0450 0.0443 0.2399 0.3292 0.0592 0.2700 16.88 690.00 0.0443 0.0438 0.2129 0.3009 0.0571 0.2438 16.82 700.00 0.0438 0.0435 0.1887 0.2760 0.0551 0.2208 16.76 710.00 0.0435 0.0433 0.1676 0.2543 0.0533 0.2010 16.71 720.00 0.0433 0.0432 0.1495 0.2359 0.0515 0.1844 16.67 730.00 0.0432 0.0431 0.1344 0.2206 0.0500 0.1706 16.63 740.00 0.0431 0.0431 0.1219 0.2080 0.0487 0.1593 16.59 750.00 0.0431 0.0430 0.1118 0.1979 0.0475 0.1504 16.57 760.00 0.0430 0.0416 0.1038 0.1884 0.0466 0.1419 16.54 770.00 0.0416 0.0391 0.0962 0.1769 0.0457 0.1313 16.52 780.00 0.0391 0.0375 0.0868 0.1634 0.0445 0.1189 16.50 790.00 0.0375 0.0364 0.0761 0.1500 0.0428 0.1071 16.46 800.00 0.0364 0.0357 0.0658 0.1379 0.0413 0.0966 16.43 810.00 0.0357 0.0352 0.0567 0.1276 0.0399 0.0877 16.40 820.00 0.0352 0.0349 0.0495 0.1196 0.0382 0.0813 16.37 830.00 0.0349 0.0347 0.0443 0.1138 0.0371 0.0768 16.35 840.00 0.0347 0.0345 0.0405 0.1097 0.0362 0.0735 16.33 850.00 0.0345 0.0345 0.0379 0.1069 0.0356 0.0713 16.32 860. 0.0345 0.0344 0.0360 0.1049 0.0352 0.0697 16.31 870.00 0.0344 0.0344 0.0348 0.1036 0.0349 0.0686 16.31 880.00 0.0344 0.0337 0.0339 0.1020 0.0347 0.0672 16.30 890.00 0.0337 0.0325 0.0328 0.0990 0.0345 0.0646 16.30 900.00 0.0325 0.0318 0.0307 0.0950 0.0338 0.0612 16.29 910.00 8/19/92 Drainage study 0.0318 0.0312 0.0312 0.0309 0.0309 0.0307 0.0307 0.0305 0.0305 0.0304 0.0304 0.0304 0.0304 0.0303 0.0303 0.0303 0.0303 0.0303 0.0303 0.0293 0.0293 0.0277 0.0277 0.0265 0.0265 0.0258 0.0258 0.0253 0.0253 0.0250 0.0250 0.0248 0.0248 0.0246 0.0246 0.0245 0.0245 0.0245 0.0245 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0281 0.0257 0.0238 0.0223 0.0213 0.0205 0.0200 0.0196 0.0194 0.0192 0.0184 0.0159 0.0124 0.0100 0.0091 0.0085 0.0082 0.0079 0.0078 0.0077 0.0076 0.0076 0.0075 0.0075 0.0075 0.0075 0.0075 0.0075 0.0075 0.0075 0.0075 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0077 0.0077 0.0077 0.0911 0.0879 0.0854 0.0835 0.0822 0.0813 0.0807 0.0803 0.0800 0.0789 0.0754 0.0701 0.0648 0.0611 0.0593 0.0582 0.0575 0.0570 0.0567 0.0565 0.0564 0.0563 0.0563 0.0563 0.0563 0.0563 0.0563 0.0563 0.0563 0.0563 0.0563 0.0564 0.0564 0.0564 0.0564 0.0565 0.0565 0.0565 0.0565 0.0565 0.0566 0.0566 0.0566 0.0566 0.0566 0.0567 0.0567 0.0331 0.0323 0.0317 0.0313 0.0310 0.0308 0.0306 0.0305 0.0304 0.0304 0.0301 0.0294 0.0283 0.0264 0.0256 0.0252 0.0249 0.0247 0.0246 0.0245 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0244 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 0.0245 Johan Oye P.E. page 24 Tukvila Dental Clinic LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE 'I1 12 2S1 SUM 01 02 +2S2 STAGE TIME < cfs min > (ft) (min) 0.0581 0.0556 0.0536 0.0522 0.0512 0.0506 0.0501 0.0498 0.0496 0.0485 0.0453 0.0407 0.0364 0.0347 0.0337 0.0330 0.0326 0.0323 0.0322 0.0320 0.0320 0.0319 0.0319 0.0319 0.0319 0.0319 0.0319 0.0319 0.0319 0.0319 0.0320 0.0320 0.0320 0.0320 0.0320 0.0320 0.0320 0.0321 0.0321 0.0321 0.0321 0.0321 0.0321 0.0321 0.0322 0.0322 0.0322 16.28 16.26 16.25 16.25 16.24 16.24 16.24 16.23 16.23 16.23 16.23 16.22 16.20 16.18 16.17 16.16 16.16 16.16 16.16 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 16.15 920.00 930.00 940.00 950.00 960.00 970.00 980.00 990.00 1000.00 1010.00• 1020.00 1030.00 1040.00 1050.00 1060.00 1070.00 1080.00 1090.00 1100.00 1110.00 1120.00 1130.00 1140.00 1150.00 1160.00 1170.00 1180.00 1190.00 1200.00 1210.00 1220.00 1230.00 1240.00 1250.00 1260.00 1270.00 1280.00 1290.00 1300.00 1310.00 1320.00 1330.00 1340.00 1350.00 1360.00 1370.00 1380.00 8/19/92 Drainage study Johan Oye P.E. Tukvila Dental Clinic page 25 =============== _.-___=== a=====__===== == ====== ______== == = = = = ====== LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE 'Il I2 2S1 SUM 01 02 +2S2 STAGE TIME cfs min > (ft) (min) 0.0245 0.0245 0.0077 0.0567 0.0245 0.0322 16.15 1390.00 0.0245 0.0245 0.0077 0.0567 0.0245 0.0322 16.15 1400.00 0.0245 0.0245 0.0077 0.0567 0.0245 0.0322 16.15 141b.00 0.0245 0.0245 0.0077 0.0568 0.0245 0.0322 16.15 1420.00 0.0245 0.0245 0.0077 0.0568 0.0245 0.0322 16.15 1430.00 0.0245 0.0245 0.0077 0.0568 0.0245 0.0323 16.15 1440.00 0.0245 0.0205 0.0077 0.0528 0.0245 0.0282 16.15 1450.00 0.0205 0.0138 0.0055 0.0398 0.0227 0.0171 16.13 1460.00 0.0138 0.0092 0.0017 0.0247 0.0154 0.0093 16.08 1470.00 0.0092 0.0062 0.0009 0.0163 0.0084 0.0080 16.04 1480.00 0.0062 0.0042 0.0008 0.0111 0.0072 0.0040 16.04 1490.00 0.0042 0.0028 0.0004 0.0073 0.0036 0.0038 16.02 1500.00 0.0028 0.0019 0.0004 0.0050 0.0034 0.0016 16.02 1510.00 0.0019 0.0013 0.0002 0.0033 0.0015 0.0018 16.01 1520.00 0.0013 0.0008 0.0002 0.0023 0.0016 0.0006 16.01 1530.00 0.0008 0.0006 0.0001 0.0015 0.0006 0.0009 16.00 1540.00 0.0006 0.0004 0.0001 0.0010 0.0008 0.0002 16.00 1550.00 0.0004 0.0003 0.0000 0.0007 0.0002 0.0004 16.00 1560.00 0.0003 0.0002 0.0000 0.0005 0.0004 0.0001 16.00 1570.00 0.0002 0.0001 0.0000 0.0003 0.0001 0.0002 16.00 1580.00 0.0001 0.0001 0.0000 0.0002 0.0002 0.0000 16.00 1590.00 0.0001 0.0001 0.0000 0.0001 0.0000 0.0001 16.00 1600.00 0.0001 0.0000 0.0000 0.0001 0.0001 - 0.0000 16.00 1610.00 `/,.0 &p4( LEGEND Hyd No..: .2 Rate: 0.08.cfs Time: 8.00 Vol : •. 0.04 Ac -ft Int: 10.00 Hyd No.: 5 , Rate: 0.14.cfs .Time: 8.00 hr. • .Vol.: 0 06 Ac -ft Int: 10.00 min Hyd No. 11 Rate 0.08.cfa Time: 8.83 .Vol 0.06 Ac -ft Int: 10.00 (0 Ve*e. srba4s-j HYd No. 2 'pas v e P¢.D Hyd No, 5 ' i - fa-1 Hyd No, Li— 'Pp sT lizrc .s.o I Cam.' r20.44.4E,C)) I2 15 TIN in Hours 21 Hyd No. 3 Rate': 0.11 cfs Time: 8.00 : :hr Vol : 0.05 Ac -ft Int: 10. min Hyd No.: 6 Rate: 0.17 cfs Time: 8.00 hr :Vol : 0.07 Ac -ft Int: 10.00 min Hyd No.: :12 Rate:. 0'.11 cfs Time: 8.67 hr Vol- 0 .0.7 Ac - ft . Int: 10.00 min w U IEGEND Nod No. 3 Id No. 6 ,,,, Ihd No. V -i. 6. a a-wc 1Pmfillh ado. V`sff- ao P 'F • b"r 7:ha.t i.cm p f..D t octl (Co arg_e o) VERTICAL DATUM BASED ON KING CO BM NO 354 -14-9 19.71' • w GRAPHIC SCALE 4C SITE PLAN ' e11 ' st• NTS (DIi1ST finch -20 ft. EXIST TYPE 1 CB ON 19.87 IE 15.113 E70STINO DRIVE CONTROL 51W • POLLUTION 00N1R MH 48 TYPE 1 NH E 30' r) 15.10 E 8' OUT) 18.10 SS' ORIFICE O El. 15.30 1.123' ORME • EL 17.90 01ERFLOW • 15.5 PROJECT: SHEET NO. BY: DATE: JOB NO. Jondn oLep� 122 - 131sT S. • TACOMA, WA 98444 • (206) 537.8128 • FAX 531 -1285 CONSULTING ENGINEER l I ,0 _ Cr7 •L :u�e77 na�trad 71(/ — v1.5” 70010G7 April 16, 1984 Bloomquist, Moody & Harris c/o Western Pacific Properties, Inc. 13975 Interurban Avenue South Seattle, Washington 98168 PROJECT DESCRIPTION Converse Consultants Geotechnical Engineering and Applied Sciences 84- 5135 -01 Attention: Mr. Donald A. Moody, Managing Partner Subject: REPORT ON GEOTECHNICAL INVESTIGATION Flexi -Five Project Tukwila, Washington Converse Consultants. Inc. 300 Elliott Avenue West Suite 350 Seattle, Washington 98119 Telephone 206 285 -5200 This letter- report summarizes the results of our soils exploration at the referenced site and provides geotechnical recommendations for foun- dation design. This work was conducted in accordance with our proposal letter dated March 16, 1984 and was authorized by your letter of March 27, 1984. The subject property is to the west of Interurban Avenue South and the Sperry Marine Building at 13975 Interurban Avenue South as shown on the enclosed Site Plan, Drawing 1. It is understood that two office build- ings are proposed at the locations shown. Each building will be of wood frame construction and will include both one- and two -story portions. Based on our work for you on a similar project, building loads are ex- pected to be 12 to 40 kips on columns and 3 kips per foot along bearing walls. First floor elevation will reportedly be at the existing ground level. 11170 :IW:0 cmt + ,; 't tii.Vvf A OCT 2 O. 1992 -2- FIELD EXPLORATIONS Three borings were drilled on April 9, 1984 at the locations shown on Drawing 1. Previous borings by others are also shown on this plan. Our borings were drilled to depths of 34 to 43 feet with a truck - mounted, hollow stem auger drill rig. Samples were obtained at five - foot depth intervals by means of the Standard Penetration Test which utilizes a two -inch outside diameter split barrel sampler. The sampler was driven by a 140 -pound weight dropping a distance of 30 inches. Normally, each sample was obtained by an 18 -inch penetration of the sampler and the number of blows for each six -inch increment was re- corded. The blow counts shown on the boring logs (Drawings 2, 3, 4) are for such six -inch increments except 'as noted where lesser penetration was achieved. Borings were backfilled with cuttings upon completion. SUBSURFACE CONDITIONS Materials observed in our borings generally included compressible fill, peat and silt deposits over hard silt or bedrock. Groundwater was noted at 13 to 16 feet below the ground surface during drilling. B,101 (Drawing 2) The upper 17.5 feet of soil observed in this boring included silt f111 with organics, peat, and soft to firm silt with varying amounts of sand. The silt was underlain by a seven -foot layer of medium dense sand, but this sand in turn was underlain by four feet of loose silty sand and eight feet of soft clayey silt. The boring was terminated in sandstone bedrock which was drilled from 38.5 to 43 feet below the ground surface. Converse Consultants, Inc. -3- B -102 and B -103 (Drawings 3 and 41 These two borings were drilled in the vicinity of the proposed southern building as shown on Drawing 1. The upper 11 to 13 feet of soil observed in B -102 and B -103 consisted of loose fill which included sand, silt, ash, gravel, slag, metal fragments, organics, and peat. Beneath the fill, clayey silt was observed which ap- peared to increase in hardness with depth. Several samples of this silt were fractured, contained sand seams at angles other than horizontal, and included wood fragments which suggest that the upper portion of the deposit has been displaced in the past. The silt appeared to be more intact and grade to hard below about 27 feet in our borings. Near the bottom of the borings, the silt had the consistency of siltstone and sandstone chips were encoun- tered at a depth of 34 feet in B -102. DISCUSSION AND RECOMMENDATIONS Due to the soft and organic nature of the upper 10 to 17 feet of fill and natural soils, it is estimated that spread footing foundations for the proposed buildings could experience approximately two to four inches of settlement under a unit pressure of 2,500 pounds per square foot with an additional two inches of secondary compression in the organic materi- als over 20 years. As this magnitude of subsidence is expected to be excessive for the proposed building, alternatives to conventional spread footings should be considered. During our discussions, it was indicated to us that the time and risk associated with preloading the building sites was unacceptable. There- fore, our investigation was directed toward providing pile foundation recommendations. Converse Consultants. Inc. Pile Foundations -4- For the building loads expected, it appears that high capacity piles will not be necessary and support developed by driven timber or Auger - cast piles will be sufficient. To eliminate vibrations during driving, it would be advisable to use drilled piles for at least the northern proposed building, which is near your present office building. Augercast piles should be at least 12 inches in diameter and should be injected with grout under continuous pressure to avoid zones of reduced diameter. Continuity of a completed pile should be checked by probing with rebar prior to the grout setting. Timber piles should met the quality requirements of ASTM D25 and should be pressure- treated in accordance with the requirements of AWPA Standard C3. Piles should be considered end bearing (Table 2 of ASTM D25) and the tip circumference should be at least 22 inches. It is recommended that piles in the north building penetrate to depths of at least 39 feet to bear on bedrock. The intermediate sand layer from 17.5 to 25 feet in our B -101 and at 16.5 feet in TB -2 by Nelson Associates should be penetrated because it appears to be underlain by about 13 feet of soft compressible soil. This may require jetting of timber piles if driving through the sand zone tends to damage the piles. Piles in the south building should extend to depths of at least 28 feet and should bear on hard clayey silt. Properly installed, undamaged timber or Augercast piles may be designed for axial capacity of 30 tons per pile with negligible settlement ex- pected. Lateral resistance of vertical piles may be taken as 5.5 kips for timber and 8 kips for 12 -inch Augercast with 1/2 inch of deflection at the pile cap. c. <<�r / - e,(, Cc_ e, 7- w/ -t-- I ' ce. CosT a,i F t ' ce w/ 7 Converse Consultants, Inc. „ Floor Slab Support The termination point for the' installation of timber piles may be esti- mated from the boring logs and the Engineering News driving formula. Augercast piles should be installed to a predetermined depth with con- firmation of drilling resistance. The first floor slab may be pile supported to eliminate settlements or may be supported on grade if some subsidence and cracking is tolerable. It is estimated a slab supported by the existing fill and underlying soil could settle on the order of two inches over a period of years due to continuing compression of loose fill and decomposition of organics. A slab on grade should not be structurally tied to the pile- supported foundation but should be allowed to settle independently. Construction Observations Installation of pile foundations should be observed and documented by a qualified engineer or his representative to ensure the piles satisfy the recommendations provided in this report. Closure The findings and recommendations in this report were prepared in accord - ance with - generally accepted professional engineering principles and practice. 'There is no other warranty, either express or implied. The conclusions in this report are based on the results of the field explo- rations, combined with an interpolation of soil conditions between bor- ings. If conditions are encountered during construction that appear different from those described herein, this office should be notified so that we may observe the conditions and confirm or modify our recommenda- tions. Converse Consultants, Inc. We appreciate this opportunity to be of service. If you have any ques- tions regarding our findings or recommendations, please do not hesitate to contact us. RSE CONSULTANTS INC. Dean E. Ryden Principal Engineer DER4 /kpp -6- Scale: 1 " =50' TB -2 (by PTL) 0 TB -1 (by PTL) 0 B -102 • LEGEND: B -101 • Approximate boring location SPERRY TB -3 0 (by Nelson) MARINE TB -2 (by Nelson) O % B -101 SITE AND EXPLORATION PLAN PROPOSED OFFICE BUILDINGS Tukwila, Washington for Bloomquist, Moody, and Harris Converse Consultants GeoAeni gin 1►./7 •nd Applied chica En Sciences eerin SITE Property Line O TB -1 (by Nelson) PROPOSED OFFICE BUILDINGS Promcl No 34 -5135 Oraw.ng No 1 2 FILL (Silt); mottled gray & brown, trace fine sand, trace organics ML moist to wet soft to firm 1A 4 7 PEAT; brown, fibrous with sand Pt wet soft 2 and silt 2A '' 3 SILT; black, sandy, trace fine ML wet soft to 3 gravel and organics firm 1 3A ' 1 3 grades finer to trace sand 6 wet medium SAND; black, fine to medium, trace SP 4A 10 17 silt dense 5 5A 16 23 SILTY SAND; gray, fine SM wet loose 2 6A : 1 3 CLAYEY SILT; gray, with shell fragments, scattered organics OL/ CL wet soft .i 7A f l 2 8A ' 4 6" silty sand layer at 38' , 4 BEDROCK (Sandstone); gray, fine moist hard 105/ to medium grained 9A 6" �O . l � ca O` ca 4 may �� ��' �. Q� slit O O G tt O P � y ' � O O (rep- OQ DESCRIPTION 0 • DATE DRILLED: 4/9/84 5 10 — 15-- 20 — 25 30 — 35 40 — SUMMARY: BORING NO. 9 ELEVATION: Tom NYSMA•T AP•IISS WILT AT VIII LOCATION OP TINS NOSING AND AT TMS TIAN OT NOIti INa CONDITIONS NAT AITTSS AT IONS AND SILT •• C MAMDS AT rags LOC•TION NITA VMS OOOOADS OP TINS. TINT KATY ..$NS*TSD IS • SIuPIITIC•TION Or •CTM•I CONDITIONS micas siOaIU. • A. 2' spilt ■spoon Dsmpler Bottom of boring at depth 43.0' B. 2 O.O. thin •wall sampler C. 2 -1/4 O.D. a 2 -1/2 Liner ** A - Attsrbora, C - consolidation. DS - Mosel shoat. O. 3 - /2' O.D. spilt barrel sampler X. sample not recovered 0 - train slap, T - trtostsl, P - permeability PROPOSED OFFICE BUILDINGS Tukwila, Washington for Bloomouist Mood and Harris G.olechnical Englnaoring Converse Consultants and Applied Sciences SYMBOL MOISTURE CONSISTENCY water level impervious seal clinometer tip Proj.ct No. 34 -5135 0rawinp No. 2 _ F FILL (Silty Sand); black and brown, S SM m moist l loose -1A F FILL (Silt); gray - brown, trace M ML v very l loose — 4 peat layers - 1 i increasing sand content, - 3 3 • • fig• 4 �G��1 TAM APPLISS ONLT AT Tw■ IOC•TIOS OT TINS 50515• AIM AT TIM TINS OP SPILLING • PS � O { . y� SPIIWTACS cossets/um rat aorta AT OTN/e LOCATIONS ASS NAT CNANOI AT rm. LOCATION �Q � � (~ � y t, �v O � y � 16 . SO P 504 WITS TIM OP TING. TIM SAYS IS • IINPtIPIC•YICU OP CON,Itloes ID �'� y' y' O OA *4.yp O DESCRIPTION 0 5 10 15 20 25 30 DATE DRILLED: 4/9/84 SUMMARY: BORING NO, B-102 ELEVATION: SYMBOL MOISTURE CONSISTENCY water level Impervious seat plesomelsr lip • A. 2' split -opoon sampler B. 3 O.O. thin -Mall ssmplsr C. 3 -1 /1 0.0. a 2•S/2 liner • • A - Atterberp, C - coneotdstlon, DS - direct shear, 0. a -1/2' 0.0. spilt barrel aamplsr X. simple not r red 0 - vela also, T - ktasisl, P - permeability PROPOSED OFFICE BUILDINGS Tukwila, Washington for Bloomquist, Moody, and Harris L3 Converse Consultants and AppileGeotechnical Engineering dSciences Protect No. 84 -5135 Drawing No. 3 ea.e.•...e111a 111111111111111111111b- ilE/151/1111/1/Mallala _ _ _ 1A _ - _ _ 2A' _ - _U 3A — - _ 4A _ - 5A — - _ 6 _ - - 7A 3 g 6 6 2 3 5 1 2 2 s. 1 2 4 6 10 1115 21 3 W 0 FILL (Silty Sand ; black, fine to medium, organics, ash, gravel SM moist moist very moist loose - - medium dense . firm - . - . - soft - - - - 6 soft to - firm - hard - - and ; gray, fine to medium, trace silt, gravel SP .�_ FILL (Silt); gray- brown, trace gravel, scattered organics ML CLAYEY SILT; gray - brown, scattered organics numerous wood pieces sand laminations, fractured, possib'e displaced block of rock MH =- wet moist moist CLAYEY SILT; brown, fine sand lami- nations, fractured grades harder and drier to silt- stone MH _ - 42 Bottom of boring at depth 34.0' - - 0 5 10 15 20 25 30 35 DATE DRILLED: 4/9/84 • has 1JQ �6 ,+ Tau � O. t0 • 4.•• p ay y4 ma y`~ +�� v �O g P O 0 NCON■TUU. O fp AP O 0 ft 0�+ QG DESCRIPTION WITH TOO A. 2" split -spoon sampler S. 3 O.D. thin -well sampler C. 3 -1/4 O.D. a 3 - 1 /2' Ilnar a 'A - Atterberd, C - consolid.Uon, OS - direct sheer. D. 3-1/2" O.O. split barrel sampler X. sample not recovered 0 - drain else, T • trtaalel. P • permeability 4 1..1.P mid Converse Consultants SUMMARY: BORING NO. B -103 U. \U• ONk• if TOM IOU OP TOM SOU Sa •MO AT VINO TINS OP •5111150 COMMONS NAT •VI• AT OTNSI ►OCATIONS •N• NAT CNANOS AT TOq LOCATION TINS. TOO /0 • SINAIPICATIOS OP CONSITIONS Gootechnlcal Engineering and Applied Sciences ELEVATION: SYMBOL MOISTURE CONSISTENCY PROPOSED OFFICE BUILDINGS Tukwila, Washington for R)oomquist. Moody. and Harris water level Impervious seat plesometer tip Ptolect No. 84 -5135 Drawing No. 4 • • KAY *TO SOIL SYMBOLS AND TERMS TURNS USED iN THiS REPORT roe DESCKIRINC COILS ACCORDING TO iNEIN TESTUR( ON GRAIN SIZE DLSTN)GUTIONS ANE NEURALLY IN ACCORDANCE WIN THE UNIFIED SOIL CLASSIFICATION SYSTEN. SILT I maim TERMS DESCRIBIhG CONDITION, CONSISTENCY AND HARDNESS COARSE GRAINED SOILS ( major portion retained is Na. 200 sieve): Inclsdes (t) close gravels. 121 silty or clayey gravels, aid )) silty, clayey or gravelly ands. C•ns.0000cy is rated according to relative deealty. as determined by lab arst•ry tests. Descriptive Term Relative Density Very loess 0 to 111 Loose IS to 401 Medium dense 40 to 70* Dense 70 to GSS Vary dense RS to 1005 FINE GRAINED SOILS (major portion passing No. 200 sieve): leclades (1) inorganic and organic silts end clays. (21 gravelly. sandy or silty clays. end (3) clayey silts. Consistency is rated ding to s h earing stk. as indicated by paiotreaster readings Sr by di Descriptive Term Shear Strength (Ref) Very safe lops them 0,21 Sift 0.21 to 0.51 • Firm 0.10 to 1.00 Stiff 1.00 to 2.00 Very stiff 2.00 to 4.00 Nerd 4.00 and higher ROCK: includes gravels. cobbles, rock caliche and bedrock materials. N is related to field Identification p dares described belay. Descriptive Ton Field 1dvntifleet /an Test Soft Can be duo by hand and crwshad by fingers Naderataly Friable, can be gorged deeply he with knife and will crumble readily under light hanger blows • Marl Knife scratch 1 dust trace, will withstand a few hammer blows before breaking Very herd Scratched with knife with difficulty, difficult I. break with hammer bless GRAIN SIZE DISTRIBUTION From low to high SOIL MOISTURE the soli as Dr Slightly moist Moist Very metst Net Is indicated by: SIZE PROPORTIONS Detlenotl•m Percent br Yoitht Trees 0 to 10 Little 10 to 20 Seine 20 to 31 And 31 to $0 1 ` SAND YEL 17a Jel Its dal 114 44 a N a t' ti r ty' r r CROUP SrN10ls TYPICAL VMS Gravels (Mere Oa* half of coarse fraction is larger than He. a slave slte) CV GP Vsll. graded gravels gravel - seed mia . little or as flees Poorly - graded gravels. fravell -said mist . little or no fleas GN GC • Silty gravels. gravel -sand- silt ■i • Clayey gravels. gravel -sand- clay mixtures •SY SP V.11- graded sends. gravelly . little or .o fines Peorir graded sands, gravelly sands. little or so tines SN SC Silty sands. send -silt mixtures Clayey sands. said -clay mi Floe- gralna4 sells Pori then half of material Is fuller than do. 200 sty Slits and clays Mould 'Halt loss ihaa G0) 1 NL CL OL Inarganie slits and very fine sands rack flour. silty or clayey fine sends, or clayey silts with slight plasticity Inorganic clays of 1•w to wadies plasticity. gravelly clays. sandy clays, silty clays. lea. clays Or epic silts and 'result silty clays of low plasticity Silts and clays Wield 11a1t groatar than $0) NN CN ON lssr anic slits. at •r dial, fine sandy or silty soils elastic silts Issrgasic clays of high plasticity, tat clays Organic clefs of medlss to high plasticity. organic silts • s . s .. w .. n Pt Post sod ether highly organic sills • • KAY *TO SOIL SYMBOLS AND TERMS TURNS USED iN THiS REPORT roe DESCKIRINC COILS ACCORDING TO iNEIN TESTUR( ON GRAIN SIZE DLSTN)GUTIONS ANE NEURALLY IN ACCORDANCE WIN THE UNIFIED SOIL CLASSIFICATION SYSTEN. SILT I maim TERMS DESCRIBIhG CONDITION, CONSISTENCY AND HARDNESS COARSE GRAINED SOILS ( major portion retained is Na. 200 sieve): Inclsdes (t) close gravels. 121 silty or clayey gravels, aid )) silty, clayey or gravelly ands. C•ns.0000cy is rated according to relative deealty. as determined by lab arst•ry tests. Descriptive Term Relative Density Very loess 0 to 111 Loose IS to 401 Medium dense 40 to 70* Dense 70 to GSS Vary dense RS to 1005 FINE GRAINED SOILS (major portion passing No. 200 sieve): leclades (1) inorganic and organic silts end clays. (21 gravelly. sandy or silty clays. end (3) clayey silts. Consistency is rated ding to s h earing stk. as indicated by paiotreaster readings Sr by di Descriptive Term Shear Strength (Ref) Very safe lops them 0,21 Sift 0.21 to 0.51 • Firm 0.10 to 1.00 Stiff 1.00 to 2.00 Very stiff 2.00 to 4.00 Nerd 4.00 and higher ROCK: includes gravels. cobbles, rock caliche and bedrock materials. N is related to field Identification p dares described belay. Descriptive Ton Field 1dvntifleet /an Test Soft Can be duo by hand and crwshad by fingers Naderataly Friable, can be gorged deeply he with knife and will crumble readily under light hanger blows • Marl Knife scratch 1 dust trace, will withstand a few hammer blows before breaking Very herd Scratched with knife with difficulty, difficult I. break with hammer bless GRAIN SIZE DISTRIBUTION From low to high SOIL MOISTURE the soli as Dr Slightly moist Moist Very metst Net Is indicated by: SIZE PROPORTIONS Detlenotl•m Percent br Yoitht Trees 0 to 10 Little 10 to 20 Seine 20 to 31 And 31 to $0 1 ` SAND YEL 17a Jel Its dal 114 44 a N a t' ti r ty' r r 4 C CITY OF TUKWILA Id: ROUT130 Keyword: @ACTM User: 1636 Activity document routing maintenance. Permit No: B92-0381 .04/19/93 BUILDING PERMIT Route: 1 Current Route Line: 3 of 9 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 02 00 C PUBWKS JAP DENIED 10/20/92 11/19/92 04/19/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00.Overtime Hours(HH.MM): Comments 1[DESIGN & ENVIRONMENTAL REVIEWS CONDUCTED ON 12/3 & 12/10/91.] 2[COMMENTS SUBMITTED TO D.WILSON BY P.FRASER ON 12/23/91. ] 3[STORM DRAINAGE PLANS REVIEWED AT 8/25/92 PLAN REVIEW MTG. ] 4[COMMENTS REQUESTING CLARIFICATION FROM PERMITS ON 8 /26/92. ] 5[SAME PLAN RESUBMITTED AND REVIEWED AT 10/27/92. REVIEW MTG. ] 6[LETTER WRITTEN TO ARCHITECT ON 11/13/92 REITERATING REQMTS. ] 7[1/13/93 CALL TO OWNER ADVISING OF NON - RESPONSE BY ARCHITECT.] 8[2/1/93 FAX TO ARCHITECT WITH 12/23/91 COMMENTS. 9[MET W /ARCH. & ENGR. AT SITE TO EXPLAIN REQMTS. ON 2/11/93., ] 10[NO FURTHER COMMUNICATION FROM ARCHITECT AS OF 4/19/93. € € aaaaaaaaa$c` aaaaaaaaaaaaaa€ teea aaaaaaaa aaaaaaaaaaadaaaaaaaaaaaaaaaaa aaaaaaaaaaaa F1= Help, ESC =Exit current screen. Dec 01, 1994 RONHOVDE TOR-JAN 1048 WEST JAMES #102 KENT, WA 98032 RE: TUKWILA. DENTAL CENTER Dear Permit Holder: Our records indicate that on Jan 10, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number13924381.' Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jan 10, 1995. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431-3670. 8incerely, co. City of Tukwila Department of Community Development Ey14ia Osby 2tcting Permit Coordi ator Department of Community Development ( John W. Rants, Mayor Rick Beeler, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • (206) 4313670 Fax: (206) 41-3665 Dec 02' RONHOVDE TOR -JAN 1048 WEST JAMES #102 KENT, WA 98032 Dear Permit Holder: Denise Millard'. Permit Coordinator Department of Community Our records indicate that on Jan 11, 1994 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit NumbereB92:- 0381x. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jan 11, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. April 20, 1993 Ronhovde Architects 1048 West James Street Suite 102 Kent, WA 98032 RE: Tukwila Dental Center Extension #B92-0381 John W. Rants, Mayor Department of Community Development Rick Beeler, Director Dear Mr. Rondovde: Per your request an extension has been granted to extend your building permit application for the Tukwila Dental Center for 30 days. This permit will expire on May 20, 1993. After this date if your permit has not been approved and issued, your application will become null and void. And a new applcation and permit fees will need to be submitted. If you have any questions please contact me at 43173672 Sincerely,' .Denise:Millard Permit Coordinator Department of Community Development 6300 Southcenter Boulevard Suite 11100 • Tukwila, Washington 98188 • (206) 431-3670 e Fax. (206) 431-3665 April 19, 1993 Ronhovde Architects 1048 West James Street Suite 102 Kent, WA 98032 RE: Tukwila Dental Center Permit Application Expiration Dear Mr. Ronhovde: City of Tukwila Department of Community Development Rick Beeler, Director City of Tukwila building permit application B92 -0381 will expire 4 20 -93 due to lack of activity. There have been several attempts by Jon Pierog to obtain required revision submittals to your site . plans with no response since February of 1993. Your application is denied by Public Works at this time. After April 20, 1993 you must resubmit a complete application and pay the plan review fees again if you want to obtain a building permit for this project. If you have any questions you may contact me at 431 -3672, 4:00 Monday thru Friday. Sincerely, Denise Millard Department of Community Development Permit Coordinator . 6300 Soiuth.center Boulevard, Suite #100. John W. Rants, Mayor (206) 431-3670 Fax (206) 431=3665 CITY OF TUKWILA Id: MISC120 Keyword: UACT User: 1672 06/30/93 Comments regarding an Activity BUILDING PERMIT Permit No: B92 -0381 Tenant: TUKWILA DENTAL CENTER Status: PENDING Address: 13955 INTERURBAN AV S Line User Id Text 23 1670 GUTTER AND SIDEWALK EXTENSION FROM SUBJECT PROPERTY TO INTER 24 1670 URBAN AVENUE. SAO. 25 1672 ARCHITECHT BROUGHT IN REVISIONS TO JON PIEROG, HE RETURNED 26 1672 WITH ADDITIONAL COMMENTS TO APPLICANT, THE ARCHITECHT WILL 27 1672 HAVE THE COMMENTS ADDRESSED BY WEDNESDAY 6 -2 -93. 28 1672 CHANGED EXPIRATION DATE TO 4 MONTHS FROM DATE OF REQUEST 29 .1672 TO ALLOW PROCESSING AND ANY FURTHER DELAYS THAT MAY OCCUR. 30 1672 ORIGINAL EXPIRATION WAS 4- 20 -93 WAS GRANTED EXTENSION TO 31 1672 MAY 20, AND,MAY 7 RESUBMITTED, NOW THERE IS DELAY TO SEND 32 1672 ADDITIONAL COMMENTS IN FOR REVIEW REVIEW.AdisiaWIRATIOWGRANTEgO 33 1672. 13Y 4DENIrSE 7TOfWULY,,z3 .y iA99°3° 5 34 1672 Enter Option: fg9 T.Ac1c, TCE e ct ` 19;9;3 ti P , g , , P . Up/ Down= Select, PgUp /PgDn(F2) =Page, F3 =First 12,.ESC =Exit End of list reached. December 27, 1994 Sylvia Osby Permit. Coordinator City, of Tukwila IT Department : of Community Development,: 63d0 Tukwila, UA '9.8188 re: Building Permit # b92 -0381 Dear ;Sylvia This letter is a copy of your letter dated December 1, 1994. Also attached is a copy of the inspection record dated 7- 14 -94' by pave. The inspection record indicates that'the project will not be given a final inspection until the unfinished future tenant, . space'' has been completed. I do not understand the,reasoning for this rOquirement. It may be Years before; , . that space is leased out This letter will serve as our,fo final, request for an' '':extension It 'would seem prudent to t me to . a final. inspection . on the Shell and completed space and have . the tenant space require' it's own set of inspections when a T.I. ,permit is applied for. '=Please let me'•know proceed :with resolution o f'this jmatter Sincerely, /! „ %0 S WEST,JAMES STREET .SUITE 102 RENT, WA (206) 8b4. " FAX. (206) t 852.O341 , �, t 1 2. r 1 5. 9,4 1 1 a 5 AM C >ic s sviZT CENTRAL INC CITY OF TUKWILA BUILDING DIVISION 8300 Southcenter Blvd,, #100, Tukwila, WA 98188 `Approved per applicable codes. COMMENTS: • �" i .,:r;`; i•.. ''4,�./ i '.•�f y }.. n.. .'.'T)?r`:i t1't1� D $30.00 REIN SP E • C TI O ..••' N' E,REQUIRED. Pct F t. ' ... ;. c .b ,, : p a id at > • or la reirispec{iro ,,�ee be 6300 South Blvd., Suite 100. Call to schedui t ., r '�;.rt .',•M• 6 r�einspec , ,. ; ;a . � 6,•,t a ' ... ..'. .i' t ''1 �: %.� "�.�i , i.ti �'�f. i„ ��f .iM �'�,: 1 �R h .� Y , .� ; DAt INSPECTION RECORD Retain a copy with permit P a 1 (206) 431 3670 , 0 Corrections required prior to approval, Dec 01, 1994 RONHOVDE TOR -JAN 104,8 WEST JAMES #102 KENT, WA 98032 RE: TUKWILA DENTAL CENTER Dear Permit Holder: Our records indicate that on Jan 10, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B92 -0381. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on. Jan 10, 1995. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, C City of Tukwila Department of Community Development Rick Beeler, Director Syldia Osby Acting Permit .Coordi "ator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington :98188 ..! 000 431;3670 John W. Rants, Mayor Fax (206) 431.3665. -June' 3, ` 1994. Bob . Benedicto: Plan Reviewer City of Tukwila , - Department. of Community Development, 6300..Southcenter Boulevard, #.100.. Tukwila, WA 98188 re: Building Permit # 10;92- 0381. d dated May 16. Dear Bob This letter is a. follow-up to my letter I re: , Roof ` insulation, and ventilation issue: Per our discussion we have elected to delete the 25 material . from the underside of the roof insulation: As allowed per (c) the ; .ventilation is no longer an issue when the ceiling is not placed directly on the underside of the roof framing. , `re Stairway floor` area issue: I. understand that the ,,information that I provide wi last letter is sufficient; for the new , floor framing in this : area. We are withdrawing, our, request for a door . at :the ,bottom of the stairway ;due' to inadequate landing length.... lease' call W,BST JAML STIU1 T' SUITE 102 KENT, WA 98032 ( =206) 854.5010 FAX (206) 852.0361 me if 'you 'have any additional. questions. TO: Aa FROM: t /d///V . .PG!p' DATE. x/9,1'..1 SUBJECT: // CITY OF IC .CWII.A 6200 Southcenter Boulevard, Tukwila, Washington 98188 MEMORANDUM (206) 433 -1800 A II... . A L Vim, ! I � mf'd Y W E' Qz- 5,r227eN 77,4E A, - ■ J__ ab 4 '. r A/ . i .EN Tip eil/it X° ,ter y/ 'E ,c', N✓i ,077 „4 /s tiv\sa.ssaute, ik " ‘4&zo 4 -a0t3 �e 6014A. tfr-1 0- r N'NCk ( 4-e cifd ccutUa ,eivq1A/Kal &MU/if (1 1 April 19,1993 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Blvd., #100 Tukwila,. WA 98188 ' Dear Duane, ■`(`�' RONHOYDE ARCHITECTS INC. e520361 7. `l. re: Tukwila Dental Center Plan Review #B92 -0381 The purpose of this later is to request an extension of 30 days to the above named permit application. I have been informed by Denise that our application is about to expire. We have completed all plan review revisions with the exception of engineering. We are now in the process of having the adjarlcent property surveyed so that an accurate plan for the curb, gutter and sidewalk extension can be engineered. At this point in time we are waiting for, the surveyor's drawing. Z anticipate that we will be able to submit the required, drawings to Mt. • Pirog within one week of completion of the survey. A contractor has been selected and we anticipate starting construction as soon as permits are, issued. Please call if you' have any questions. Tor an Ronhovde Architect RECEIVED PAR 1 91993 COMMJNr rY DEVELOPMENT 1040 W95T JAMES STRSET $1,1174. 102 KENT, WA 90032 (206) Rad.s010 PAX (206) 033.0301 P.02 a A A- RARTN1RSH CONSULTING ENGINEERS 1200 - 5th Avenue, Suite 1910 • Seattle, Washington 98101 • (206)624 -8150 • Fax (206)624 -8151 February 18 1993 Duane Griffin City of Tukwila 6300 Southcenter :Blvd, Suite 100 Tukwila, Washington 98188 Regarding:. 92 -T -16 (Tukwila Dental Center) Dear Mr. Griffin, 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. We have no additional comments. Please note that our .name .Changed from Mahan & DeSalvo. to The: Mahan Partnership. .Our: address and telephone number remains the Enclosed are the drawings, calcualtions, and'soils report for Your use, Sincere . "'Mahan WEM s:3 cc: The Ronhovde Architects 1048. W.. James :Street,, Suite 102 Kent', Washington William E Mahan • Dayle B. Houk •'Crystal L Kolke •. Carol L. Olsen 6tE4FiVED CITY OF IOKWILA EB '9 1993 . . PERT iiT CENT Mahan &OeSativo CONSULTING ENGINEERS January 27, 1993 Duane Griffin City of. Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -16 (Tukwila Dental Center) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. Submit two prints of Sheet A7.2 showing note revised to specify 1991 Uniform Building Code. 2. Comment No. 4 in our letter of 11 -19 -92 pertained to both beams designed on page 7 of the calculations submitted in October 1992. The resubmittal corrected calculations for only 23 -foot span. Please submit similar revised calculations for 16 -foot span, and for the 6 x 12 beams designed on page 5. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, 0 ( 44, fe ,� W. Mahan WEM:2 cc: The Ronhovde Architects 1048 W. James Street, Suite 102 Kent, Washington 98032 JAN 2 81993 COMMUNITY • DEVELOPMENT 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 �-+ FAX(206)624-8151 REC /E EI D ( 824.8150 DATE PROJECT NAME ) fr `_eu*A, ADDRESS /3q sc L'el 'et CONTACT PERSON ' 7C7r n Ron h CV PHONE $ .5 -- t(" 2)/O ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 139 — C33 Ci / TYPE OF REVISION: C * * REVIIS ON SUE rt 1i CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 goo S t ot,43 __ ,FYI f __ �✓�l/��GG' etg /1-61-92. SHEET NUMBER(S) /9 2 , ! / / 2 19' l "Cloud" or highlight all areas of revisilns and date revisions. SUBMPI'I'ED TO: ge-Va FeineG(. t--C t 1T TAL - * RECEIVED CITY OF TUKWILA DEC 18 1992 PERMIT CENTER DATE )a_ CONTACT PERSON SUBMITTED TO: RECEIVED CIT! DE Tl1KW1k DEG 2 I 1.992 PERMIT CENTER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVS! PROJECT NAME JAACUOUZ, ae_. t N SUB 4 MTTAL * 902-1--•/ 44. ADDRESS PHONE S- ✓ ZJ' S b1 Z) ARCHITECT OR ENGINEER Rnn hov v'1 PLAN CHECK/PERMIT NUMBER Tcl — 0c5g TYPE OF REVISION: 'S f, r 3 r, C I, 3 3 r. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. ,7 -92' Mr. Robert Benedicto,; , Plans Examiner , City, of Tukwila; 6300, .Southcenter, Blvd.', #1010 Tukwila,.;W'A 981.88', Dear Rober rated. /.f i .t• di l > 11°*sin A l'er , or Jan Ronhovde Architect 1048 tWl3ST - i 0 N i'f •i) L% re ` Tukwila Dental' Center Plan Review #B92 -- 381 RECEIVED 'CITY OF 7UKWILA , 1 D EC :1' 1992 PERMIT CENTER The ,,' plans have been revised' as you requested per` your letter dated 11= .4 -92. 1) The parking plan on sheet :.A0 2 has been revised to reflect the ,addition;of . a van accessible stall., ' t , t, c 2) ' °• Detail #1 sheet A7.1 wall type ; "A" has been revised to indicate ' compliance with 1 hour construction at the north and west walls:' 1/2" Gypsum sheathing has been added to thissdetail and ; all : 5 /8,".\gyp , .board has been upgraded; to . type,'. "x". Sheets A1.1; (and ':A1.2 have been revised to ''indicate ,which walls are to be copies of each revised page are enclosed as y requested.• FAX ' (206) 852.0361 ■ STRII ,SU,ITE 102 KENT.,, WA 98032 L1 Mahan&DeSalvo CONSULTING ENGINEERS November 19, 1992 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite Tukwila, Washington 98188 Regarding: 92 -T -16 (Tukwila 100 RECEIVED NOV 2 0 1992 COMMUNITY DEVELOPMENT 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 624-8150 Dental Center) bci 0 3s1 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. On Sheet A7.2 in Paragraph 1.20, revise the note to reference the 1991 Uniform Building Code. Revise the design and drawings as required to meet all requirements of the 1991 Edition. 2. Call out on the drawings special inspections required per Section 306(a). 3. Provide calculations for all first and second floor joists. Indicate the different live loads used for each area. 4. The design of the two glu -lam beams on page 7 of the calculations and the design of the 6x12 beam on page 5 use a lower roof total load of 40 psf. Page 6 of the calculations indicates that an imposed load of 90 psf is required. In addition, the calculations for the 5 -1/8 x 24 glu -lam beam on page 7 do not include the loads from the upper roof bearing wall nor do they address the apparent increase in floor live load where the TJI's are at 12" o.c. Revise and resubmit the calculations and drawings as required. 5. Provide calculations for the 5 -1/8 x 18 glu -lam beam which spans 14 ° -0" on the second floor at the southwest portion of the building. This beam supports the 2nd floor and the lower roof as well as the upper roof bearing wall. 6. Provide calculations for all wood and steel posts supporting glu -lam beams at the second floor. A number of the posts appear to be overstressed. 7. On the second floor plan, indicate that all 6x6 columns from the upper roof framing plan are continuous to the foundation below. 8. The HU212TF hangers shown in Section 6/S1.4 are not acceptable in this application. Revise and resubmit as required. November 19, 1992 City of Tukwila Re: 92 -T -16 Page Two 9. Provide additional calculations for the 6x12 first floor beams at the southern interior beam line. A number of these beams appear to be overstressed in both shear and bending due to large column loads from the beam line above. 10. Provide calculations for all interior 6x6 posts at the first floor. A number of these posts appear to be overstressed in compression due to the large column loads from the beam lines above. 11. The ABE66 pest base shown in 3/S1.4 has an allowable downward load of 5.3 per the manufacturer's literature. All 6x6 posts appear to exceed this allowable. Revise and resubmit as required. In addition, call out the post cap shown in this section. 12. The concrete stem wall is 10" thick in Section 1/51.4 similar. Provide minimum reinforcing per Section 2614(d) for this wall. 13. Provide additional calculations for the interior grade beams and piles taking into account the large column loads from the beam lines above. Some of the grade beams appear to be overstressed in shear and flexure and a few of the piles appear to be over - loaded, 14. In Section 5/S1.4, indicate that the shear wall schedule may contain alternate anchor bolt spacing than shown in this section. In addition, the 2x6 sill plate does not allow for proper installation of the 10d nails which are 3" long. Revise and resubmit as required. 15. Provide overturning calculations for all east /west shear walls. At the second floor walls provide calculations for any glu -lam beams effected by shear wall overturning. 16. On the second floor framing plan show the interior north /south shear wall designed in the calculations on page 3. Provide information on the drawings on how the triple TJI's are attached to the shear wall. 17. The first floor north shear walls which are 12' -6" tall by 3' -0" long exceed the allowable ratios in Table No. 25 -I. Revise and resubmit the calculations and drawings as required. 18. The first floor south shear walls shown on the drawings are not the same as shown on page 3 of the calculations. All 1' -9" long shear walls as well as the 12' -6" tall by 3' -0" long shear walls exceed the allowable ratios in Table No. 25 -I. Revise and resubmit the calculations and drawings as required. Mahan &DeSalvo November 19, 1992 City of Tukwila Re: 92 -T -16 Page Three Please have the applicant respond to the above comments in . itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerel DBH:1 cc: The Ronhovde Architects 1048 W. James Street, Suite 102 Kent, Washington 98032 November 13, 1992 Mr. Torjan Ronhovde The Ronhovde Architects 1048 West. James Street, Suite 102 Kent, WA 98032 Dear Mr. Ronhovde: John A. Pierog, P . Associate Enginz r JAP /cd cf: Permits Development File City of Tukwila Department of Public Works Subject: Tukwila Dental Center, 13975 Interurban Avenue South (P92 -0112) John W. Rants, Mayor Ross A. Earnst, P. E., Director This is in reference to your most recent Utility Permit Application which was received by the City on October 20. Submitted with the application were a geotechnical report and a storm drainage study and plan. Previously, the same storm drainage study and plan were submitted by Johan Oye with a Utility Permit Application that was accepted by the City on September 4. After a review of this submittal, I had a telephone conversation with Mr. Oye on September 9. During this conversation, I indicated to Mr. Oye that a completed design, including all utilities and site work, was required for the proposed project. I also indicated that Public Works original comments dated December 23, 1991 and February 12, 1992, during the environmental and design review phases, respectively, had not been addressed. To move this project forward, a complete set of plans which addresses the following items needs to be submitted: 1. Water, sewer and storm utilities. 2. Existing and finished contours /elevations referenced to the NGVD datum of 1929. 3. Cut, fill, excavation, backfill and haul quantities. 4. A new curb /gutter turnoff from Interurban Avenue (heading south) for turning right onto 57th Avenue South to assure turning movement in the proper lane. 5. A ped path link -up from the existing sidewalk at the development site to Interurban Avenue South. Details for various permits needed are specified on the back of the Utility Permit Application Form. I am available to work with you and explain the City's requirements with regard to submittals for permits. If you have any questions, please call me at 433 -0179. Sincerely, C�D.D ;P,XDENT.LT _, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 11/4/92 Mr.Tor -Jan Ronhovde 1048 W. James Street #102 Kent, Washington 98032 Re: Tukwila Dental Center Plan Review # B92 -0381 Dear Mr. Ronhovde: The initial plan review has been completed by The Tukwila Building Division, and additional clarifications to the plans will be required to show compliance with Tukwila ordinances. Our comments follow: 1. Parking facilities: Chapter 31 of the Washington State Building Code (WAC 51 -20 -3107) requires that no less than one stall of your parking area complies with the requirements for van parking. Refer Sec. 3107 (b) 2. of Chapter 31, Washington State amendments to U.B.C. 2. The West and North wall of this building are located less than 20' from adjacent property lines. Provide a listing for wall type "A" that shows this to be a one hour fire rated assembly. Please submit two copies of revisions developed. In the mean time your application will be routed to Fire Prevention Bureau, Planning and Public Works for their respective reviews. If you have any questions please call the D.C.D. Permit Center at 206/431 -3670, weekdays between the hours of 8:30 am and 5:00 pm. Sincerely, Robert Benedicto, Plans Examiner (0/3948 ikste : 45E.cotip F-e. o ?tce. AREA* twsze tit ) lb f ize tSlot4S OF . 310'5(0 S etorrizt4 2. — Spis D L Po N PE47 T 5Cf October 20, 1992 City of Tukwila ,s;Ah11110.5 T5catw Shellie L. Bates Permit Technician Department of Community Development Rick Beeler, Director Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 Regarding: 92 -T -16: Tukwila Dental Center (B92- 0381) Please do structural review per U.B.C., 1991 Edition. Sincerely, John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 s Tukwila, Washington 98188 ' (206) 4313670 • Fax (206) 4313665 Address: Permit No: Type: Location: Parcel #: 13975 INTERURBAN AV S B92 -0381 B -BUILD 336590 -0227 CITY TUKWILA COMMENTS NCOM ***,*********,****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit. Comments: OCCUPANCY GROUP: B -2, OFFICE BUILDING O.K. TYPE OF CONSTRUCTION VN, O.K. LOCATION ON PROPERTY < 20' @ TWO EXPOSURES, 1 -HR F.R. CONSTR REQUIRED AT THESE WALLS, SETBACKS @ 10' UNPROTECTED OPENINGS O.K. BUILDING HEIGHT : 2- STORIES O.K. PER TABLE 5 -D 1ST FLOOR AREA: 3080 SF. 2ND FLOOR AREA: 2039 SF, OCC.LD: 1ST= 28, 2ND = 14 TOTAL = 42 EXITING REQUIREMENTS: 2 EXITS REQUIRED FROM BUILDING AND FROM 2ND FLOOR. OCC. LOAD FOR ANY AREA OF 2ND FLOOR WITH AN OCCUPANT LOAD > 10 REQUIRES 2 EXITS. UNLEASED AREA IS MARGINAL. CALC'D OCC. LOAD IS 9.71 = 10 WILL CONDITION USE. Status: PENDING Applied: 10 /20/1992 Issued: i� 1 ISE Via MI THE RONHOVDE ARCHITECTS 180 �'eur,oa _TUKWILA DENTAL CENTER TUKWILA, WA I andwatmel as e. Plan Cook *promo do eat U anus aid - and approval d Ont dam INN ar1111 d ngr NrMSallOIdraga S � 9 as QMpIMIt� CO/ER i eH EE l' SAMS Pat us NM am C WSW MONO OnM1ON ma Corr so, 3 Ism 8911 am snots Sawa sr Vs s • B DATE damnn INITIALSaB CITY OF TUKWILA APPROVED JUL 1993 81. N ISION Owl AO.1 OrerM.Mp 4% 11M Ito • 1110 ILL ohcorsolet, ?Aisnespa Ova Mou 4'sp s tge Imp a grow wan" mow" D• Sec. • C DSJtAL SUITS /GI•MGR) 11101h1 ~HAL ASSESSOR'S PARCEL NUMBER oc MINIM is r RoJEcr OWN61=: a. i.IaRG41e+.119 gb.k.4 . • :40S0 MEMolaIAL 2'• gesITH t!*TTLE, LA^ fla14.6 000)4e1 • Cola ^11014ITiar TH. PON,HaVDS Alt1ITI ct9 ether spds nSMT) 104* 1. • JPt•tly *02 MIST NA .IQon CZ U') f9+ &SAO "TIN: %'O 4 HDC S t,oT SA : 18 • 6z, $F C • SI /ro ) vsn$% /cub ^ASS . 11%11 1.01N44 01006p Os%) A'dl'MAILT Q51001' COY.) ¶OTAI. Isar GoESMss IIPANCif ap°up : b.2 orrioti IoIJ VW: S•N if mart mituaao 4.s/ 1ee>oep g ta.r , 10 rtevigntr) a. PROJECT NOTES A era 0110/414. sods iunkti ..t 400waliarveri as • LEGAL DESCRIPTION A't14*1. A 4 3040 14.7 MIST 1k 61-10-941 j31o5/0- O. nO v taint •• • 7 VICINITY MAP DRAWING INDEX - "St Cato * t. eft Fuha, 6.61TOS A • t 12r sifteaf pass. LL p►�.� lass w., t 6W/r � t p i s.l T i 11 /n�•1 4tera 'b 1 *pie wonsid! ^44 e. i wagtar.Jed• 40.4.1 Iv 'g°r W � uJA Mal Ass rw l 1! n Ilifearera , gsJi/M Rye, pal me& tt digs( Mhos. limares&IT est. ' ,tams SO wry w i i i ' T'°"" T�.t i '� , rw• +sa �,..1 risa M,a as 4 .4 oa rJA w wtow,N3A r„J I ellopr, .411. MitiontS Sea I 1.114 NI. THE RONHOVDE ARCF#TECT3 i'c�rWwld4eu� 1o2 �o�fe tzae� e�ao°o 02 • A4•. F :4 r TUKWILA DENTAL CENTER TUKWILA, WA • law Cants err PLatiski r oaot NOTES 3 11.11 0 1 1 one WSW iiA�i' "fie sow t 1164 .� '"'r • JM Ma 10fie ors Or TS 'TA CITY OF TUKWILA APPROVED JUL 1993 D D • D EO 18 1992 n=Mt 'M• 1 A0.1:4 K c' I I LEGAL DESCRIPTION !1b!o•G6 L+ A 914OR•T 10 61 -1 o • 95 0 1.414 446 A RttA ASSESSOR'S PARCEL NUMBER ENERGY CODE NOTES VICINITY MAP DRAWING INDEX 1Klo f -cardCAa. _ A0.1 coat A0.2 ',1t poog Ebr A : . % 1 `� anor.4 pax. rto.J tel? e g oo•.: t t �a !ce caw aaJ hrorna.:n crag. 0- 4. 0 T 1 06 10 5 esaiNoisara A52 2'' erg! 2EF , f� cj ui. Plea r ' ,; ,f 194ii•• tat-dPsfe.4 f 01- eorta, ru..l .. -.s tacas•t ins £'y I..'offss t- bfl w s% . t peak:raeeal gj I it wi rasp. f oods". pad 414 4.1• `t`f ,t ! (pJ rag F044lig" ptad 41•1M. ►.++.t. 1- Jt4 PA Y. SS$ rvsa 7ta1 6 4 trrtu rJC►t. Sac is :a ovaiJa nal t.:orv. .. :4 'ssugria..t uorto, OCT 21 IN Job N.McAO Drawn tip TI OMS tfN I tiyt1% a Maven LINK ^loom ITS=?: a aen wd sorb an..wM • la r ..r b .�w► a of WSW as Ma sod a boo way olia Nami 45.4)11-ste Ng Mono pais s 2+fAM1r� 4, a..w.t Soda > PRa -+E °? ows R: os. .edgeoi.Jo•J7 h»Ja. ► Ah03eJ vleMo141sJe pa. coat ° Jea 1TLE 1 1. 4 o ° 4b CSee) 4e i - cel y3 THE Pos4Heftice AfacHltraS ena MI .' S "NWT) 1042. w • ..Jata r 3 *102 leaf T PA'tt032 CSC) er f .3oto ATTIJ : !OIJHOIOS ;OT AREA 6P C.31AC.) Mr:WIN ttie 0 ~duILO►IJG alooet C 23%) Ae ?$44.t Gt oG • 0E00 tot". LCt coapne 7I Sri oocuppl•Ic't 6 PouP : Ib •a orpI•6 GopsaypilttoN lyre: em..1 IllinPtita ft eQuIRED ?.G/ tow Sf : 2.6 , 13 oRtvtot3t7 - 'p 5 Awl 1 .N t a'37' t USW ® s One • Aa MS • SS r... f tss.ts SUL la • Wows. ow *se tr wee mainglarlatio not moron at N0. INOIN .001 SUL IMO. A OVAL ___ 11111 IMAMS NO` t ins flflo .r w � wsoso taw . o.wlm w. a /b a fan ra rep Ass« G Kb' G cPSt7 coUG. oUMt rapt. StJcLc usSe -- f.f/ GIT GEM*" el-AT GWAItJ 'et hi usest. PROJECT NOTES 1304 a a ep3a w 14 o •r.f o L - tyr w„d, 6!4`' a-2 w orlo r glaiesJAL. Ke}.gg. raJyJ iris _9s4 stycest. Re sJ ,►aft , m g/ L o Nar -4P vro 'I a/ I4a ' N Sol *03'l a SITE PLAN SIC EXIGDJG OFFc& 81JtLO'Ia9 C; 1 .n1T5SUR5,0k4 ayE. G ) 3057 GoMhnot4 AGGss'sc• - b --- I I I • • THE RONHOVDE ARCHITECTS awes % ,02 PHare (206) es4 -6o ASN "NOON 7- . TUKWILA DENTAL CENTER TUKWILA, WA B.A.R. 12NITIA DATE I LS `l • • • , • r• ••. • If • se • t' t VERTICAL DATUM - `CITY OF TUKVILA (PER MR. PATHMAN) SITE SM. ELEVATION 20.49, WESTERLY MOST UPPER FLANGE • BOLT ON FIRE HYDRANT LOCATED ON THE WEST SIDE OF INTERURBAN AVE APPROX 138 FEET NORTH OF 57T11 AVE S REF. JOB 150.01 BY PATHMAN SURVEYING PH. 852 -8520 SIM PLAN ' .. • e Ce - TYPE 1 RIM 19.00 If 17.00 GRAPHIC SCALE I. w • (I11fOf) I blob at0IL sal St0e)1_, es- i VICINITY MAP Not TO SCALE • N • -.s- Foster � Course • if S i t en • In� 4•1n it • 144th St •• • TS TO ST DAMN TEN ORM II EXIST• TYPE 1 Ca CONTROL SUL 30'INGRESS/EGRESS EASM'T • • • PARCEL A SNORT PLAT 4*-10 a! 3363904221149 CALL BEFORE YOU DIG ,- ' DaST CS REPLACE C NEW RIM 10.07 IE 15.03 E10311N0 gamiaaL pent • • •, STA • POLLUTION CONTN MN R M OUT) 11.10 • lA "INCE • EL 13.50 • .1.115 ORIFICE ,• EL 17.90 OYERfLOW • Its • • LEGAL DESCRIPTION ; , I ASSESSOR'S PARCEL. NUr1BER i LW It MUM OF M! WC1n • C . , i -800-424-5555 . t r • 4 •' . 1.. • • .AIM 1•20 EXCAVATION FILL . ASPHALT TYPE A CURS •`_i___ RODE •: "•. ::..::r • • •..• *4040000 I.....0• •::: • •.1. 1. • 00:0 0 ::: ..:: :1: • ▪ 4O •, 200 Cy - 4330 SF 61. 41 • APPROVED PER PUBLIO WORKS LETTER DATED les7 ~ma Aar ele aa•0■rb • • A. • QUANTITIES (APPROX) • • • • • , • MOTU DRAINAGE MU O Tlis tahlrioeM• to r'aspMMt Ito esirMhA ; I .�1 rasRaCt b MIS vat Mho 1M lee•/11A11t. i/ •4 rues M1, erYtt{yeMl IM IS M Mir 1 a 1 1MAn4 /s1N IIIISS 0.• ' t) NI sl•S.si sb► shit it pNgtele whit 4l• wilotSYSl b M1► St. Is, •atoc ERWiw1 aimailMtI011 Ann. NOM . ":- • f �`� eMrs�1,,� t� , • a ; a>1 e w s M me" N Ma 0 a Rttg6 /ew tve r w pe Y�SMt1�r �wlsN iatj►• i' '4u • s�slpe�tos . . c se [tG hetMMa� Wu ad M1t' • / 1st pen 'iltatll► M as • ., 10 .'" SAO IIIIC 410•1141 bri I" or •MMtto j wuwr- wa N y CM fb S ulnas oft Mr� St on airiMiiiw stsaw� 7't safe eMM tog fMMfMa 004 SO Ntwl�+ ow rM�IM tier ea steps, s# met roe t*slMSfw sNrA tlralnr 4110 ; • , . 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Mw i ii so :. •_ lo tw WO WV at) au . �� 4 4)./-,v• ' : aj i.;�." r Eel I S1 41.4; e, Y � •t" ' � � ' �y ' ;1 ' ". • >1� ' 7 qJ'O' 14 'G lr,' ,71, AO 1fr,: 1..'�.• i 1. �, •'.r'•'•` 1r1 •.` 4 - • ••� ,. ira 1N•P ,. • 1 r �, 1 .4 � P"n,. • OP STANDARD PLAN NOTES 9. *weft Wes y Itif , ..1. best Sin M Cltlr * TMt s'vtMl: t that 01 +1 ' fhr•� tt�,'Mn: M ww e traaMS N kl* NIM ' alt C�M•nn 4 N%, fall b c Au l n y swlp••t1 fl !MU i om w sad ?1N*rIA IS _ •• : " . t Ca�e�e N trl ' ,•Mn a z. s i cm, tt be mown* •M'1 th atch , •. b ocit iirn u TM el lntt .. � M: ; « is o ally�p� '' net te i'' y f M a er„ s w ~ . i An • OS OW* • W f>Pr�ssf014a�e fMM#S* shin M manna to Mte Ely N TOM. prior' to IS 0t4t niewcwrl tnattlt•YICC • 1!) ta t lull ni n r s ine K shen M t W oa • M4V prtpsrW ., e t t i i MMt oste t tG7aTv TMs shalt slciusfa sl a iM _Mwleh Mtlow, 1M tp b N 4s 'IM ItNSMMMIn MMrh� owl z t no whir it • Leerw fib so Wet the eMM /p4 a a ll k 11 MMe'My tsar boss 13 $t101 Si shin M lyss i it Iwo topgett fr4•tsp Al or Wier shits 'ad , Issu s.IMCR; tan' . 0) All *tapes stew sae�h w catch Mews •M Mlsnlas, - - . 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Mat,'the fellatio loat111ralim• • . • 4 reek 4024111 Mastro t s r. nnekl0X -- N•as1M .. . . • Y ,. • .' • pfAtratleA' b City N .tdca1` p'^ roi■ n • te Or f it ... hr, Ile is tyilMt, • Mr me treN•M Ovum tethA -oott) � � N axttrrh' 0'1.00,' , took Mutt telt to w4 WW1'S at tbe lowest gram so • epee ' drali M to 040 tote IM Voi btants0 o 'Oast our= s��hs�l )h b Ines Iia1111L "Ile M e sarnwtr eaweyrKo a ystes r •1e to t lro el svSf$l • ' &mots at oath 40 thin M kre toff MN • Iwo feet Ate► r 1 4 ► , gigs' A is rslertl 411 :.'r t•.. TM Slob -out Stu moos S s sirs,* lamb be lrwfo sad M news trim silo* • , • Pot MterS 0110* ware* N ulbMro t ipocl►rsbea Mserse ;l el 7.b is N , tor - 'titanic. ton fw *than ctta'.ert or ono owe t*MI drtnbn► • • M I drSM N sssariris in rogrptt4 fr'r'taM - . ' Now Woos empaitm . . , Son Ia�f Chit eh is left uttsrMl fry nos M1• • t�M1 saslr'eb 100th sty 41n t►,'ll+a .8••••• oyM � IS WI omits ' IIaM es^ �� a 1.0* i W1 n �y test M an% • up. � Yfl Ewan* ' 4 n• • • , :• • • • I• J 1F l • ti .1 1 • • t :�?` • t ;IptyoiW►f.�.1 gt•.f iAi .f t ofalfoewo wt. =Glenn tR. 4lert 11!14 io.pAwr • • • s •• • Ent In • K ••rile • Mtn NUR Zattrareata "•"" somma. sum ea SION NI 111111161111011111a. •. N••wri.i="•'�r�LM••i.•••.r"r .LAN vttw PUBLIC WORKS we a.. WAIL DEPT. • •• • * IMP r SAN oomita +Mlf lotto I* mai ma fat a si t• Is mama AWE L t . gnat ; i!! vat M atm MIN Ir. PM aim m l' et if MIA 11[CI~► G11a11 Y11N 3 F u a o- F M 1 • •e Y! ...:=7:=.4,0 w Mw. see • •n n•.••• w Y M•• M. non •••• .• 1. •r •ww••M• as • Mw sow M•'• Mit St NS M.Y Y••.• Mn 55 I S aSO* M.OS•Y• NSW M •'r� A .• we •m••w�Y.Y�•r�.r . S o at A a w • •$ IrU O w ran sane Is WHO M M M•.•• 5* M.M • •••••• I_�1r S. hp• w1 •VI• •� •• Mw Mw tr.rr MM ~_ bra, ea l a • Y •MM•. a i on •w nra it a SaleS �a MOM •4a W :1 13 t PLUME PAVEMENT PATON • •. wM PAVEMENT PATON • r PUBLIC WORKS DEPT. ii 0 • soot Inn* Pat • IMlhi WS CMtaats Ma me i • copes Wet Intuit n • I IS Tisk On tl11 RMNU•t Ntth Er C J 3 , . L. t • t • • APPROVED PER PUBUO WORKS LETTER DATED ' ser d!ca%rn COMOiTIqner t• '4' • • se tut s • I I - • U • lr' to r i • 2 Sc =o• row Os -twat 'f t tiara Ark are M -' . I " ti '' e teak growths It`uo ISM C fzo rl Audi*• .* M111RW Waft - . 1sIC 1 tiiI'I!t4 ttMit. (kap l i gka SitidlaAi I.2' 11 Past . Cgs ;.,...::,•: 1 MR ' HIV rim! . — Pteeet • N 1 RI I t D PUBLIC ti CITY OF TUKWILA APPROVED 'JUL 1393 • RECEIVED JUN - 81993 j f . I• - V t • • 9 1.114111 I14D141aG 1 MOWN. Walls . tit 1/ ^7.1 CSIM11.S}a) 0 4 c1 • 0,9 ��11‘ Y idice qaoi I uxt.JA miiot & a 1'4 on rsuam TIP t *Si b t aob t. r- .— t _. - 4, 1. • 1 1,99:1 t.Jst• � c am ° I 04 t • Kai 1 et STORY FLOOR PLAN# j Lin •! • LIU Int ea. 1 1 49J9s s w r 80Twc a1..u.; t4 a.I� aurrtla o.Ir F 941041(10•4 0 , den.at, a Iti ec• 24 1M c tom • re oz. r otrta•.kL•ttnl eesiTl..1:. �Iy. u•srJa••s r 11au s £ I•uatua pt.• no Jar ul oa kilsor CU. •L• o•.h t.Yt,t. ;sins* t4 t7rM.J1aw li4. t.us l au. a,w.Jt. s, US or.Jprt. cameos I >R -eel L*•c.aJS) nt al. C. I i+.10 Wows 1yG $ I.'ao yd - s, $s%'S \N MOl1Y1IIi tI%. 1 dg111•YM1 • tiro f ® t.r•d r _ - - -- - - y r - ` I, p lr f A r • d J &. A l ev e, de - t • • rn. --ply. •3 n ry ; -o d t 1 IIni • 6 UPPINIcalipis livetta cams �y - d "Id • Arils oste(4 • 041•tit 9014 ca.�•+l r(P • (4) Pless Sissa I Vt vast 1161 I rte is a• kcuo J allay tea LkiAA. cotes. U•}tJM•Iw Lees a Arco EMI • 11 • • a4 t 1 1 01 ., 3 N THE ARCKTECTS TUKWILA DENTAL CENTER TUKWILA, • WA. CITY OF TWOVILA APPROVED ;ItL 1 1993 R 0 ant CaMU1 s Jib 1 San 11 A 1011 Rzc: :.:J ant OF TUrosli DEC I E 1992 PUS Cann ler ergot !sus rt.. 1 .Y . 4 ? ! Mulrl.l�b " I H • • paw K 4 1 Lehi 1 t II«1t w►LI. AIt / 4101 d • ■ • • • Dal O Limb INOICA� 1 /A CO MILA ) • • • • • f1 a 2nd STORY FLOOR PLAN & LOWER ROOF PLAN "II" O.1 r °.I. I V • • • 1 4" e rel W I taiga '40;144 171.016•1009 0 lairs atmaJores 0: T u. • • 0 :9 S Y1 4 , II , THE RONHOVDE ARCHITECTS SUITE 102 PHOlt (200) 864°4010 TUKWILA DENTAL CENTER TUKWILA, WA. Nolan • CITY OF TUKWIIA APPROVED 'JUL 1993 A ' 9 I G DI* SIO a tit 404s, —w Lr Owen err' e.» i1''1i' onsfeliss r 4.4,2 RECEIVED art of maw DEC 10 199! NW MEN unit Cahee• 1 13 litizt Map_ 1 1 116 s 4 Lassa tar rape-1 . 1;' T Oad.Y4;a1T w1 -F A4 P� loco 4 I ovum. -to Lor:rrz gear turactr cop - UPPER ROOF PLAN v I: B o3a I _P4 • ;41 :a. alma ¶0 to..Ce 40 1 1 aa - W K, .o.:.:. fray? — 1- - 4 • °re•1-ro 'cults I ?ea/ a9P1•14- A • Pao Oast* '/ 2 • opt.: -to La.kt coop vnrre -, ae �faf1 r.�.I�JFO T �I gft�s� f►+� I no va.vet ..00- • r rrrro 1 CITY r . U I ,"JIIA OCT 21 1182 THE RONHOVDE ARCHITECTS eaviewEs riar �oi4 102 (208) e54-6010 TUKWILA DENTAL CENTER TUKWILA, WA. CITY OF TUKWILA APPROVED 'JUL 1993 ann • I N D VISIO 1 Sheet content. 1toSlons No. One Oessatloe m eta i.19. recar 6a1►,H nisl. JO Ile. !ou Otnwn Op Clieked *Ot ow 141/4. SAM No. A1.3 wow. am wlw� w•1u SECTION A -A 7 . Li • SECTION C -C /�• 1 I- I 1-i l h I 4. 1 • It lf*-- 141-0 6;.4.? • 8E.6 GEC *I°NJ lb•p �P• rfolorL. VOTSe Sae MONO.' 535 1 40,3 nopicain write 4.! iJpiJ ea - ere- .tA :f- 0.4040 l .1 . =tli L os flce. • L • • J • .. led is ate.a.0 Fun?. 0 .46 Jek 6 -11' To coo b puo0 I 4 -0 flicior r h•••ta'I4,IJG a 'V k:T iW GI.iC2 T erri o..G -'o% ro 2 11.0098 I _.1 Gsona I O .:...-,' . -. .�•� 1_ r T hIVAG 1— • • ' ° I' to g 7 1 ¢.00'L ult. !Wet OtYO►J #• Y 1 4 4 p r ercct- i.� ,ZIP wow •,./.r Fa •y:&j.a ioa •1 L-ci SECTION B - - 3 X • • •I/ j 'S' ' _ I :or 1 s 1 .� • o . -.. -1 4.ba' .. 1 c. • • • • 2 -10 tJ/r.!,. ar Rena -arcs- - a A-kac -O TA .Io.:vQAly ( I-I.c i HU. *pies espor.. (eartiaj ) •1' AO' I. 4. •6 Mlt. V I. U,.IFIJv,I) J 1410 ` r's4•-_. r •fdun.T' U9 Oar* (b.U.}t ILO 70 te. •,.R emeATN Cato /. \ / A N G f�2 ,e- X - -,40 lit- . -.G Q. #1 ' -- Guo!1PW 0d0 ACOUerOats •rp { <t CSALA. spaC6- >) • 1 ; ✓J • Q, 1 , -141. 1 1 0/ - I I, O w p.IUy'IJ •ID1A- 4gK #tL? cow F A I.� J . Ir (• c') e r e I ta• • ,' -4° - I .I 2 to 44 1 Ill.& 1V FLM1, 4An -+M9 la - ‘t .t !1c.. T,ONTLIwis liPow1 Pais OPAIIJ .e,•os•e Co■we0T To War/AA Op.AI.J r i ,• • I 1 A 3 A , • CITY ' 1 , \ •'lIA OCT 211992 • • THE FiO1VHOVDE ARCHITECTS car %SUITE 102 � Rae um 854-e010 Roane Ni. c STA OFWASHINGTON TUKWILA DENTAL . CENTER TUKWILA, WA. CITY OF TUKWILA APPROVED 'JUL 1993 9nn DIN D ISION shot Contents ✓I \ elae e.cr SOBS &??S.IIIZ. O .t. b•41o1Q !!R =IOW rewiw1 1 iM reaAirealvotia6, t. d• T'N. 004 Dan Dy ik Mond l Oslo 0 • 1, Dnestalloa A2.1 • i MISS •HISII rib go Stweta• - T `e-v I _ - emu , . k I T .11%,..ireo caw t a•Jc..to .c.,rr ler a =t Ais„J 7 't wCM) I Pt fJlf (pe.ltrc I. e. ) .I L 1Ft 9 f v .Uffwi rrbrw 11' r T r is r r i r I SOUTH ELEVATION NORTH ELEVATION 1/411s11 -011 Rae-Teo -tr.l� cap• =G voeafer I~ otektr 4 9Au.'r67 2 4 at-. �r �S...reo cov Jr.. coo Jr_ --- J� T I tA1rA 'T - 10 ..IONTEOk 0 : 4 4 0 As - -� IV la (rs* IArfa1 ) 1L-- _ -. I r 4 r 00.1 T 11 .. If II ..- JI •'JR�J�T I .Eo 7( '4r - -.4 41 1, <racer:o,.1r :ei•'r O Z 'l .J'r _IL -e✓7 .- b••• Jj •( r r L 'r or rc - GoJ.L. ta: t 6"r rot.t.C.-• re-r tc. J.a.Fr, W1O3BI sa.11 IMam Ai- 1 1 II - • Ir r1 r II#WI_S vff 1 j aLIat.JJ-, aopr :.1o%tpcca.;T Art J 1 I rQ �w I/ "FrrP +v d. Ivd+Ar4 kc111) 1r . 4� J TaTehi 30 t rto 1 1 / t IL_ ...I - I at 4 • z - I PIm• 1 TCo a PO; N. i EAST ELEVATION j 44ns t l pr • V c4 s>.v - r�, .,n►,� cs.g.44-• • WEST ELEVATION I /4•llsl I.O r u� I OW -kw, asp -+ , er t I-,¢JA/ t a2l4T (.fie -∎tote.rE.'4s ) 1 uuIL.OINO WJAME 111,4_t MIME teN_tat HAMS TINAalt NAME Qs.'(Jor rjF..hr11 Ir a'r 'rvv h- ale : 101.it 1- -1 1 , 1ii.'r I1.4 (I'D • f - ^4.420 ITV ,lr • to. 4- rfi SIDa t RE$STAh.ID M 4 S'C3+J Zrs i i- oatit • COuG. ateis A I1•1 mlr aovhk• a'9 PYi'tjT�"`iF• • ALUM. r S I•+/ INTSSIt.JA1Ia t.tMHT M ' Goa" To MAiTGF•l ilatOlta 1 r. 'o CITY t , 'a A OCT 21 IMO I) RAN Commits RivMlons No THE RON-IOVIA ARCHITECTS a PHonie (zoe) e54 -8010 1A NNOVOE ATI1 ASNINOTON TUKWILA DENTAL CENTER TUKWILA, WA. 0 Jab Ns. sea Oran Oy OMMN W I. Om . e Q 04- • B.A.R APPROVED pAtt patrINITIALS CITY OF TUKWIIA APPROVED 'JUL 1993 A ITUII D NG DIVISION Etel?IoR Etev,TIoNs w ed. DaeStio 1 ffl4 +T deJe irr►t. ant Ni. A3.1 1 WINDOW SCHEDULE tafrortp of Hal its rare :tet•- r ' '- - tge.er ise La l vac p cS , 01. -lnc t, coats peas e.1.56.1 14 :1 0 n-i - .; r .6.I4:A. , Tal.gr 1 A of • 6 • 1 y/4 -- stt,.:-' r4, - Ph- friaini IJ.J Motu. per! Meg. Phi Mkt. pJ Keet. rd 64 ► &Jr (a bed •J •d u to, 04 .iArn•a• - - 111 ill 4 2 I - - at...* 4:0! 114141 a r ms.µ+, ' pit G► a , a.r� G . I Ii14It' ' AI.tJ.I 114 hJ.1rA /6667 &L,6 i as%) a 6 * '& O. rsr:Tvte• loLa lo•j r, ' I At arb 1. pla tart 4-104.1. - row - G e3 40.10 0'00 wlor V 6J 1M1Legry alma Pilaf 6, b ab s o , em/s4 _ 1 100 cptxrtrcc! _. - -- • 1. b Oj •(.b • ,% e.dAr.. - - eas0 Noy 60' .O D 101 lob 1 al lac, %- •= - rytc..t'L►i • - - - Mrwu2 b'ac. 11 1b . •kit° I - - - - °Lex -6T gaoc 12, b 2 •06 - - s�Lp p_ _ r set, ti._. . w a ,•- 3•• cob • I% . cou +I0 oPECr•foClo�s - - - -- - - IA, b d d 1 I i 11 091Wa4c•10b 'I 11 - - ._ IV .. I II ! l2 I a6►1pa6jo0 -- 1 115 er4 } i ,:0? tweeze; y � v ill Leta taco a 1.10 41-:v. , too _ : 416 or b " j GiJb i r5 Ire -- -- -- ... <<' .; -,twQ 4 . (ages-* . onsia. a ni.L _.aolc eept..;., ' I - - - - .24fla 0 I 401 ear, i 405 @f° •2o parrcrowl Itil I I I G.%b - 1 u►:s - D.J► G.Ji - - - --- *46' as G1or1* W+t . ®+ a: L rGi'ar roof - - G c - (fir - G.:Oi - hfetro<4'&e. Gtr , 1-6 c, , - WINDOW SCHEDULE tafrortp of Hal its rare :tet•- r ' '- - tge.er ise La l vac p cS , 01. -lnc t, coats peas e.1.56.1 (09'• 8.64 let .6.I4:A. , Tal.gr 1 A of • 6 • 1 y/4 -- stt,.:-' 4 ..10, 1 , to huge., etragnmetr 46.4017 " t.- - 't.10,1. 0./e;¢.Ilbon GO.+rfi•.EO ant. At..:.a .-1 c 114t2641-40-u - °'-O'rt s .4 e . A 3• • 6 • 1 ' /d' - �-- - -- -� •.o-v p4.4.•J - - - - p4J.o - -- -- -- --- (a bed •J •d u '•J iradr- ✓.u. - - 04e44FAv to►ICiM.f• Gatti /Ma1M1. la G. - csgV0.17 4 2 I - - 4 •t41u•jt, ;vivo,- 5ovrto %' a - - - - - , 4 A 3 • b • ; 's' I AI.tJ.I ArJ•n hJ.1rA ,e. as/ otoreorto.1 .JS "sap _ 0./612,40/7 co. t-eo ctnc " -.0 - 1.4.6 - e.1oto _. r, ' fr°' 1 I ! 0 - row - G e3 40.10 - - 6, b 4 G o b I +/b 40610 _. - -- • 1. b Oj •(.b • ,% e.dAr.. - - - - .O D al' • Cab - • - - - Mrwu2 b'ac. 11 1b . •kit° - - - - °Lex -6T gaoc 12, b 2 •06 - - s�Lp p_ _ r set, ti._. . w a ,•- lea, o, 3•• cob • I% . cou - - - -- - - IA, b d d ice b 'I 11 - - ._ IV .. I II -- 1 115 er4 Factor wan. a WINDOW SCHEDULE tafrortp of tt,/,a,,. Sri matt al.et•rb tge.er ise I;; ','t t I Lt•oisst.J•.l • .&..t 1/419.4., le •.p .ar..IGc orate, ream• I oeo° v,� (kt' � ■ i C. (09'• 8.64 os_kn At. -4 Molartolir .6.I4:A. , Tal.gr 6 •d b• • =, o«;. a.�ra At.ust It�•,t:L to huge., etragnmetr 4 :.d 44'14 4 A .147 em -tle-4 't.10,1. 7 °'-O'rt s .4 4,_;,09 AL.UJt4 ' : (a bed •J •d u ".lop Aa,.t►a ✓.u. I titi • •ii•dy. ;vivo,- 5ovrto %' a 6 q'o wtib .1. '.• Ll .a& I I.4• ;-v 4. ..el o- Turns? rtoeo Pal. Gws...roJb:6 asb ,e. as/ otoreorto.1 DOOR HARDWARE .... tafrortp of . 1- to..lJMortkte:•5 •deers, Loce.c. C Ir -s( ; a N&Jt!nAo icec. . -/.64'r 1 54001 Q.• I- 46.04)nA t%CEG'., a,AGa 4 ltbrf4c•G , 'JCDrJ 91o.r (w( ■ 'Jr x 7 ti1tT ° • ream• I oeo° v,� (kt' � ■ i P .kI Yi-/' Iytra. f c 6,04s 6 1-10avt4Aet 7o rtotrea Ue.:e t .iw BOOM FINISH S E DOOR SCHEDULE ab3a J •J•ve 5 �;r L - - - t il e TOILET ELEVATIONS "ou...g♦ la •.•010!41 7 Ll! J /4 4 I.Joc•ra l -t -.QF.E 'G 401. & ^I►► -Joi (64P► s a .tis.A4) 14•. I i.Od /q '. I' , o . rt•Jnrt- L ' V • r' } b-- r t r • v. t•r11 ear • - 1 4- - 1 11 , 0 1 I• -J i 1 2° #0c*ww.1 -7300, GNPe.J/4s. t 0 10.4 -'4-4 � -94 a �t 9 r - E li - 4 t r - d� +. - 1 ' ' .stJ la T 1.•ocr • *0 c t*.rrra tpur•1 , 4 • V • 11 T ,01414 p r r tr 4 -da • 4i'&'4. C P.: - D ante 411 OCT 21 UI THE RONHOVDE ARCHITECTS arklAe 102 P+ork: crop e5a 1010 TUKWILA DENTAL CENTER TUKWILA, WA. Shot Contents kalh_t ts1J,.l r ICwLltt tots/ t.t.c'l x eajLsr- BIZ : r p.s+aa ur- l ealeals NewSane N• CITY OF TUKWILA APPROVED JUL 993 D gm/ I DIVISIO 000 Nee to Jet Mien Lir I«.�r` 's04. • Dentinlen belw'r •stltJHt *w. as Ms A4.1 4 • M • • r„ r a ••••._•••■..se...- __e . --- .unmet. . • . iv I abeigir L r ' a7 n W ear. "ha/D • 0- Ifidri taGnL ablePtaaids t I Fle*Jr n —r ; p ur.T ° T-b fiat o-IIc ?sort ,)1,►. F!ae aa. t.t r N.crusi, FsA:wrfcle�• 1 Jldfrua•I? ° 4k. J/ ��e.7i q i4t P" • A. r f/_ _ . a 1 I.a•Jr r.K1LJct' !deem:otake 1 t:scresto jUJo Tc2 eitto a goisi !ha 3b j at t.la+.Ir Fmert.i t, e.lri+Joee.Ge.u1; ' .a TG 44 14 loo kiii ••— •... R •.s.tlel...v• .• ! IMP _ . ..Y.M M-,••.. . • n I aJts ttt L i pl,.t•1u I•:.. :w:1 44' 1a4• 440 u4- 1 r :•!rMNId % LM! (ea 4511 _ o'S rr` 1 4t ■•141. Pligra : ruce•.+iosaiT -, l.ksul. 4oJJf Ua.Mtoutif. LeTztriaiss1 TC4o 5 t-b O►a I' i 4 -4 a Lao* Frpe1.1aa I.{G+..Ia5ta.ut : ,v 1q*i4 t• *ravlaM y,*44A0.4,0 Liaaf .,.T>, es IsJesitareak 1 osiefstif. 14244° &.i Preis, er.K await, SCAM 4.o0) 01 v alki SJ Diais■ 049o1 0t riha* ICJ it fl troop 1 0, w+'ulir j4 _x.+.1. 4 eg.Ji,taI 40 S 2 4IJdtsa 1 19e 1 J T r. V /gi N ) Ti's, (t' c4Gn Ji, �n�K �*YI1 ERrt.twl - • et% 1st STORY REFLECTED CEILING PLAN vtey / tl's'eoN ... .. _ ..._..- .._.._�..._. -_. r_ .r....._.- ....,.L. .trr-•• _.ti....... ...._.tar- ._....... eta ...... -.e .«..:._ a. ..._.._... .,... ate,... ...... ] -.. r ......a. r.- •••...,.r_ ._ -. .y. ,•.«. .. __... ..— «., - .. J 0,0 cauJG acow'e L me °,fr.rr t • • r . •o CITY &.= 1' '.'JHA OCT 21 S �..\ h 15, .v.s : f' ij G . r' 10.1t: Al11 1/111/If ,:'s - i I - J)7 I ti ;tI: 1 1 \ �Ica •I ,i; ;;�, >'.' i i{r;NIN: (; >) )kl ;.i -!if I 1( ) I(Ifi L(IR NOnrt CI r.I1 ! P14'J WO_ r \a G : :.. .:. �� •.y AVvialnn; 41 CITY OF TUKWILA APPROVED JUL _ 1993 D NG DIVISIO RI III ' fl f71./LtartOC LL Ja ';o • rt.;Y - if Kir.,I IJ,•„ Min �gtr✓'T 4IiiMi‘tor • ASA • I S I 11 4 ,t• . 3 i f A -' w 4 1 r 4 • 13 -- 03E I I 0 H Jr Li • Of so a ' °' 'till' ware. j .o • • ' fit IJ t&alrt l i;. •tt !OWN AUS. •1- f F ie '�''• 4' • is • •V re- 4 ' - Y ', o' tt11.' f . Also.* Lisis tier.* sj 2nd STORY REFLECTED CEILING PLAN I /4"aI'.00 Y d • • • 1�- rl •� IC' A IC / •04M -- --L I . .. y .. * I r r r I CITY I ' • n1 A OCT 21 t • THE RONHOVDE ARCHITECTS 1048 W. JAMES ST., SUITE 102 KEW, WASHINGTON 98032 PHONE (206) 854 -5010 TO AN- RONHOVOE STA E OF WASHINGTON TUKWILA DENTAL CENTER TWOM L A WA CITY OF TUNwIIA APPROVED 'JUL k _ 1993 A ntF' D Wool Conte N • 4 -Toro( f suctrare i aIial4 Rerisfons No. r D t9 T Doscr rticn th :0.41s; . iM'r soesA1ts6- l 4— Job No. dip4 Drawn by 9 ere( t;a Iiv'�'r� Cate 11s'II. • :,hint t:o. A8.2 4 44.•4 i 1; i G A.luloe oap a► , - . F.4.4,071W/.I• Otss- 4 f b 4 Grraa'os ea.4144$ ® Ft • , 2' cts Q om. . We 1°= unit .t- yy bq .�. PLOW* 1ores .CL: le le ie bet; pi:csistv ILILlorai sac JI a pL'4Jcw up, .0“.101 WI plms. I'1 re. a4 amt. '4.' 4) va,O4.1LJ4 uuG it 4 arms cow Jams Limit 'a m cgr/ss as - ptav '4o vr*0 o= -&.et 0 AI.JIO eior 1 cou7h1 n a .s,S J' &Jar s co'v . rsa 4 p•olarr ® co..n b. fl Alit W a a4 oss4 eta. largolin 6 r smogs 00446IT I'4d, soils Fos arr✓starms. $ liairsos-coes pi.JG wale Q Woma.- a.,'.Isr rl,•0s• usi:,w Q A•sey s+sc.} , vrs'g/ pais. r *.'•t&tM.k! P•44, veer! Alts, 6awnr..l Wes 141s.lialmakir, ti• b' glasJy f.rrrf c li elm wed tS '14' WSW -aw{ w.►r*. s hot ti : ping • Naha 7;m4p•1o.:r. avairras'.v 1 ib¢vc. 0 46'I40 ® • D I, II I4 r LbJ.T Fos seas t•) -hoe J 4 4. caem ciOSr, "s Jo J a ✓ OdkAearin usoyr Fort cn+lpltss gonserled p af.lrra4ltn alrlac 0 4cAli*s.ast J! pier l.IGI.Itti Q W JISorar.:t ay,G41I6414 ® a's ins, Asks ssahltas ac.•ra!sIG.. s'a.lr cs ai gcarJa a.l "3/41,411(44. Gsa1't ' l 'P►t. KG Ufslll.lr ►+0r1r• 1 biuk r a1s4age4 G CAleacas asuit,.I. abri 4044 41t -o-o I'bo sr11014gsloat #.a isa Jt aa' *. s..igJ a pbn. •I. MW,6L1►d, Na , ?Wu , sAtcy w.sy -4 / ® AD/ 1 • , O® -0 1) . 3 op� A. f 43 0 / 1 st STORY DENTAL EQUIPMENT & ELECTRICAL PLAN `;t 100444.0 004: C- ..I a g49L4$ �" lerb � 4 9 Samna 844 *-14 cur: m'r«•I,d4 Wes sr 4 ;t aava i.. s flaw* - L'a$r'Ja _ 0 n E Jpua.ArJa 'M1041 a. -o pti -1 $ ur.+. As& mat) pee',, Wos OW* Ail 1 s4444 Gars. sera. W. Wpirt a • • Cm' in- I 111A OCT 21112 i t ;r. ? • t . - w ... _w.. «"...Sm. wasps- ..... -n —.w . THE RONHOVDE ARCHITECTS 1048 W. ,LAMES ST., SUITE 102 KENT, WASHINGTON 98032 PHONE: (206) 854-5010 r:, TOR N I I STAT Of WAS JIINGTON L -- TUKWILA DENTAL. cr . Y-" T' I CITY OF TUKWILA APPROVED JUL 1993 A rite DI 1, 44 O 0 1 : 0 1 2 • 1 ea ;Ipfr1e # S2,eorRlao•le P.Io•J rawly. 46J00•tss+.. • MI. 1• • H a Maos.6.40 J& .0 1 I -IA M C / 1 o s. n - F , 4 ter 0 41 a V 9 4. 4 1 n• • 1 I v ;e� stela glory► rt.roratd.t• sy«tbo fie. ■t'a a•1 .1 L11.1pliliesb1L17 sot s . 4 0 4 1 4 4, 4 1 -) 2nd o ( TORY ELECTRICAL PLAAII I/4 I area tan. 1 1 w, • 4 -1 -,, r S • i t •-_i',i I VIL ''s 11i it 1: t': 'f ,• 'ION I r�tu�huvt_I i¥ATF nF WA' ►Y°t(i} I,M TUKWolnA WA. at Shoot Contonta CI1Y OF TUKWILA APPROVED JUL 1993 Rovistonti 1 ._ • • , I '• i r 1 It! TUKWILA DENTAL. CENTER 9 I& drP0f r rs 4 a No. P& DeocOhtw - - t�f �'���' ' Pamir shoots q Jots No 1 Toot Ni , . I ,v try � :CIA OCT 2, IN Drawn ki, y� 1 . Ada h r • /t 1 77 Chick n TM 1 I it fine 0114 I • 1 THE RONSVDE ARaHrrECrs 1/111 ,,fl J$all11 AS ENT : _ pJNTER I T UKWILA, WA.. aso5a1 CITY OF TIMMILA APPROVED JUL 1993 A mil DI I 0 ifs* Contents • 1._ 1' Y ONMII a S' !' I M MO CRY Of BMW' DEO 1$ 1991 POW Warn , oS i a THE RON -IOVDE ARCHITECTS avreEs � r ,az Not • Shot Contents fhwhises Ire. TUKWILA DtNTAL CENTER TUKWILA, WA. CITY OF TUKWILA APPROVED JUL _ 1993 BI n!o 01* NG DIVISION , , OaeerMlien rag it s.i. . M saw 1.0 Construction Notes. Theis notes Supplement the spsoiflatlon. Any discrepancy found amino the drains', upssitiations, these notes, and the site conditions shall be reported to the Architect /Bnsinoer, who shall correct gush discrepancy in writing, Any work dons by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to procesdins with any work or fabrication. The Contractor is responsible for all erection bracing, formwork and temporary construction shoring. 1.10 Bidder's warranty, By the sot of submitting • bid for the proposed contract, the Contractor warrants that: The Contractor sad all subcontractors he intends to use have carefully and thoroughly reviewed the drawings and structural notes and have found thew complete and free from ambiguities and sufficient for the purpose intended; further that, The Contractor has carefully assigned the site of the work and that from his own investigations, he has satisfied himself as to the nature and location of the work, as to tho character, quality, quantities of materiel and difficulties to be encountered, as to the 'stmt of equipment and other facilities needed for the performance of the work and as to the general and local condit ions, and other items which may in any way affect the work or its performance, further that. The Contractor and all workmen he intends to use are skilled and experienced in the type of construction represented by the drawings and documents bid upon: further that, Neither the Contractor nor any of his employees, agents, intended suppliers, or subcontractors have relied upon any verbal representations allegedly authorised or unauthorised from the owner or his employees or agents, including the Architect or Engineers, in assembling the bid figures; further that, The bid figure is based solely upon the construction contract documents and properly issued written addenda and not upon any other written or verbal representations. 1.20 Codes. All methods, materials and workmanship shall conform to the 1988 Uniform Building Code (UBC) as amended and adopted by the local building authority. All reference to other codes and standards, (ACI, ASTM, etc.,), Shall be for the latest or most current edition available. 1.30 Design criteria. Uniform loads: Loads Live load Roof 25 psf* Office floor SO pef St 123 pet Dead load actual actual • 20 psf partition actual *l3* increase in stresses for wood framing allowed for now live load. Concentrated loads: Mechanical units or other concentrated loads on roof or floor. All manufacturers of pre - engineered aysteme shall locate, coordinate, verify weights, etc., And design their system for these loads. Lateral loads *: Wind (UBC 2311) Seismic (UN 2312): Zone: III Basic wind speed: 80 Exposure: B Importance factor: 1.0 Importance factor: 1.0 for wood design allow 33 -1/38 i for loads from wind or ssisaio origin. 1.40 Soil data. Allowable pile capacity 2 30 ton. See soils report by Converse Consultants - job 184 - 5135 -01. 1.50 Inspection - see specifications. 1.60 Shop drawings. Submit shop drawings to Architect /Engin•sr for the following: Reinforcing steel; Structural and miscellaneous steel including weld inserts and anchors; Clue- laminated members; Pre - engineered wood "I" joists; 1.70 Miscellaneous. b 03%1 Verify all dimensions and conditions in the field. Verify else and location of all openings in the floors, root and walls with Architectural, mechanical and electrical drawings. Construction details not specifically shown on the drawings shall follow similar details of sections of this project as approved by the Architect /Engineer. See architectural, mechanical and electrical drawings for dimesaiena and locations of openings not dimensioned or shown on structural plans. , asurrirt (IJSJt.. I J 111 0 s ' y *e �t s • J % 4 3'i ir I IA a� m Ober • iggahlp traf -116 oR atib /L'& h11Jt2o 6 la at. ( rnoae q7 p eve ye akJea o� J 1204-liortrd Pits t b 4ortz? e* 1 /Qtx STAINts° TOM Dace° I,4' ttw a rat 1 :1 n: u. °/ L•J L O � 4_I "also Igra-le. Ja.11, tamp I Su. 4 a•ntarz') H orate INTE.Ioh STMII. . II /sII.lb al 0.4 e / 1e over -HANG T ens ea ry p txU� I boTT°!'1 V i Tikkelator AoWeoroj 1 MOO QIvMts U'at Amelia At. . rads banana, 4. IJr I/an -to 4 J4 m Moo. p" °g. IJI.. I-I 1a.i; o Nero. 4 !• I'•o MC e.4401-1-let. al weer I Q 7 o. aria. too e r. 'I A OCT 211902 I dM Ng, aogri • O ren SpLr i ce N s lit NW •UHI NBr AT•2 6.30 Nina noilisg. aline soiling shell be pee 1110 table an ■ Osiilse ••bdele. 6140 /hathleg (plpwssd /esb). Ugh sheet shell bat the trMsrrk of the Merino plrws• Ansnietiss. All Indian Shall Wafers t 1-03 sad Newt nd o M e ll t . N11t ■101. Thtokana sad Iqup shall be as shows. All plywood shell be group I et II epeeist. Mills U otherwise shows, Provide the fe lewias slams utilise: Pagel edges 10d at 6" is sestet Inured. luppnt 10d at IS" n seater 6.30 Gleam Seems. atone/s menu/asters sad quality ssnrol shall be per ANSI /AITO A•410 " Structural Glue Laminated Timber ". Unless otherwise shows, camber ell bear 1 ■1/2 time dead load defiestiss. All bear shall be sssilrtlnn 241"V4 as listed is USO able 2$-a -1 part a, sad have sitarist glue. Unless otherwise shows, industrial appearanes is asseptsble. 6.60 Wood adhesive. All wood adhesives shell be %ismtarrie and shall be equivalent to Jan Scotch Grip wood adhesive 5320, and shall have a tersest IGSO naiveties report. Apply all adhesives in accordance with the adhesive manufacturer's recommendations. 6.70 Pre■lairared Trusses. Member geometry and spacing shall be as shown en the Plans. The manufacturer shall provide additional framing member as shown or as necessary to provide support for mechanical equipment wall or other partitions, snow drift loads, sea. Trusses with spans pester than 35' shell have the heel plates designed considering the effect of eccentric loading. Where noted precut blocking, bridging, bracing and/or filler pieces shall be furnished by the manufacturer. Where applicable, wind uplift bracing shall be provided by the ssnufaotunr. Unless noted otherwise, the truss manufacturer shell specify and furnish connection hardware for the installation of their system. Shop drawings shall indicate all required permanent bracing. Supporting calculations shall indicate member stresses, species /grades and applicable Ingo /CABO approvals. Shop • drawings and calculations shall be sealed by a professional structural engineer registered in the State of Washington. Meal plated trusses shall be mnwfacturd an detailed In conformance with the following standards:. TPI -RS Design Specifications for Metal Plate Connected Wood Trusses. SCP-71 Cods of Standard Practice for the Metal Plats Connected Wood Truss Industry. QC1 -77 Quality Control Manual When delivered, the components shall be accompanied by the fabricators certificate of conformance to the above referenced standards, and by user advisory notices equivalent tot TPI HEY -SO Recommendations for Handling and Erecting. TPI •111 -76 Bracing Wood Trusses: Commentary and Recommendations. • bqa -o3$i 6.0 Wood. 3.10 Senn•a sever se reiaf•leiss (al•as shown otherwise). 3" NOW earth fes 6 slshon"gads I" Veils, weather his 1 -1/E" Deim ss and beams to stirrups 1 01 /3" Orton M interim, slab 3 Wills, inside fns 1 3.10 Genetrustinn joints. Osnetruetioa Joint sprigs la walls shell net nosed 10' se seater suer as divested by the Anhitnt /Sagisser. &risesal eastruetism joints in beams sad girders are or permitted essept where indicated. 'fettling sortrueties joints in bear ad Slabs shall be leeatd between the midpoint and the third point of the apes. Unless meted otherwise, booties of the nnstrustia or sorrel Joints in slab -n -grade shall be on solar' grids or under perrrnt partitioss and shell not eased 20'-O" e/c each wan. No joists, bear or girders shall be sleeved for piping or conduit oncept as noted on the structural drawings or as approved by the Arehiteot /Snginser. Electrical conduit in slabs, shall be placed at the mid - depth of the slab at a minims spacing of three times the conduit diameter. Conduit outside diameter shall not eased ono -third of the slab Wetness. Provide control joints in exposed hollow core topping at each end of each hollow core plank. Provide additional joints parallel to planks at 16' o/c masiaes. 3.90 Grout for bearing plate. 24 tour compressive strength shall be 3000 psi per Aim 0- 109. 7 Day compressive strength shell be 6000 pal. Volume change (all ape) shell be X25, -011 per ASTM C -127. Setting time shell be 45 minutes (initial -min), 1 hours (final -men) per ASTN C -191. Installation shall be per manufacturer's instructions. 5.0 Meals. 3.10 Welding. All welding shell be in accordance with the "Structural Welding Code" ANSI /AWS 01.1. In the case of welding reinforcing bars, all welding shell be in accordance with ANSI /AWE 01.4. Welding of reinforcement hors shall not be allowed except where shown. Materials: use only E21o3 E70 electrodes All welding shall be bydaertified welders. All full penetration welds shall be inspected by ultrasonic non- destructive testing procedures. Submit test results to Architect /Engineer for review. 5.20 Structural steel. All detailing, fabrication, and erection shall conform to else "manual of steel construction ", latest edition. Materials: Steel shapes /plates Pips columns kM.) Tube columns Bolts, nuts otherwise Metal protection: all steel exposed to weather, moisture, sell. or as noted shall be galvanised per ASTN A -123 (1.25 Os /sf minimum). All other steel surfaces to be shop primed after fabrication. 6.10 General. ASTM A -36 • ASTR A -53, type E or S (fy ■36 ASTM A•500, grade S (7246 AVM A - 307 unless noted Prating lumber shall be DP•2 or as shown on the drawings. All 2" lumber shall be kiln dried (ED). Each piece of lumber shall bear stamp of West Coast Umber Inspection Bureau (WCLIB) and/or Western Wood Products Association (WWPA) showing grade ark. Provide cut or malleable iron washers or where bolt heads, nuts, and lag screws bear on wood. Treat all wood in contact with concrete, mortar, grout. masonry, and within 12" of earth: all wood over water: and all wood in contact with earth: with pentachiorophenol in light mineral oil or waterborne preservatives, in accordance with APWA specifications for the pressure treatment of western woods, latest edition. Retention to be as follows: Above ground in contact with concrete, mortar etc. 0.30 Over water 0.40 In contact with earth 0.60 Where possible, pre -cut material before treatment. All field cuts and drilled holes shall be field treated in accordance with ANA M 6.20 Accessories. Belts shell be Alifl A -307. Washers shall be malleable icon washers (I.I.W.) Or heavy plate cut washers. Nails shell be semen, American or Canadian manufacturer only. Leg screws, shear plates - see matiesel dssip aposifieatisas. Atehera and cementing shell be Simpson, Tate. Lueherlok or other ICSO approved products. All fasteners shall be iastalld per manufacturers rnssaeu4tioas unless otherwise shown. All hardware snored to weather or is warted portiere of build's" shell be galvanised par AS11 - Al23. • 1.0 Sits wed. 3.0 structural Concrete. 3.10 luesvatieg. keavato to depth thews sad to (iea endistnrbed material. Ovemesevatiesa shell be bsskf lied with le desseete se a 3,000 psi) as the Shersios Lo sue during onsevatin to avid demos to buried limey tanks, and other onenled items. Upem dissever', do net )resod with work until "salvia written lastrntioee lna Architect. A eampetnt ropeeoomativa of the swan shell impost all Inting eseavatisme for suitability of *min surfaces prior to pleasant el roisfoning steel. Provide drainage as Necessary to avoid n eseseftead aubgrMs. 2.20 Pill. Mcktill and sespastie. Sackfull anises walls shall not be placed until alter the naval of all material subject to ret or esrresiee. All fill placed spirt raining walls or burnt walls shell be fns- draisian granule, material. Stn etural fill other than pea gravel shell be granular, placed is 6 lash lifts and sacpasted to at least Oil of its =slam dry density as determined by Al21 D-1137 (Ned. Proctor) ad AWN 0.691 (Standard Proctor). Pea gravel till shell have a maximum particle sits of 3/1" diameter. 3.10 General. All concrete shall be herd rock cacrete meeting requirents of ACI -301, "Specifications for Itruetural Concrete for Wilding•." Proportioning of ingrediesa far each concrete min shall be by method 2 or the alternate procedure given in A01 -301. Place regrets per ACI -304 and conform to ACI 604(305) for winter eonanting and A01• 60S(305) for het weather concreting. Use Aeterior mechanical vibrators with 7,000 rpm minimum frequeney. Do not over-vibrate. Concrete shell be placed is a single pour between construction or control joints. Protest all concrete from premature drying, excessive hot or sold temperature for seven days after plating. 3.20 Strength. 3.30 Materials. Cement: ASTM 1S0, type I or type I -II. Engineer's approval is needed for use of type III cement. Coarse and fire aggregate: ASTM C -33. Water shall be clean and potable. 3.40 Water reducing admixtures. Water reducing admixture: ASTM C-494. Admixtures shall be used in enact accordance with manufacturer's instructions. • Synergised performance systems: Concrete using admixtures to produce flowable concrete may be used subject to Engineer's approval. Air entrainment: ASTN C-260 and ASTN 0-494, entrain 42 plus/minus 1S by volume in all exposed concrete. 3.50 formwork and shoring. Follow recommended practice for concrete formwork (ACI -347). Reshoring for early removal of original supports will not be permitted. While tethering operations are underway, no construction loads will be permitted on the new construction. All shoring shall be the responsibility of the Contractor. Formwork supports and shoring shall be designed to provide finished concrete surfaces at all faces level, plumb, and true to the dimensions and elevations shown. Tolerances and variations shall be as specified. 3.60 Reinforcing steel. Detail, fabricate, and place per ACI -315 and ACI -316. Support reinforcement with approved chairs, spacers, or ties. Deformed bar reinforcement: ASTR A-61S Grade 60 Welded deformed bar reinforcement: ARM AKIS Grade 8O or 40. weldable grade, submit weld procedures and mill certificates showing carbon content for all bars to be welded Swentreight day compressive strengths shall be: poi slump Seams, columns, vertically formed walls 3000 3" •/- 1" Footings 3000 4" • / -'1" Piles 4000 (10 sack) • These slumps may be increased with proper addition of admixtures for workability without changing the water content of the original .proved as design. Admiatur"s containing chlorides are not permitted unless approved by the lagineer. No other admixtures permitted unless approved by the Engineer. Welded wire fabric: AE= A-11011 AVM A fya65 Deformed bar anchors: *STN A-496 All reinforcing shell be lap - spliced a @Saloum lap of 40 bar diameters oscept as meted specifically a the attesters' drawing. No men than SOS of borisoatal or vertical bars shall be spliced at no location. Provide elbow bars (40 diameter) to lap hetisatal steel at sermon and latanntiees is footings and wells. pop welded labels 12" or ems .posing plus 2 ", whichever is are. :. ' Ctrvi. 1,!..A A OCT ZO>j TUKWILA DENTAL CENTER TUKWILA, WA. CITY OF TUKWILA APPROVED JUL 1 1993 AS NO1tO Bull DING DIVISION -0 Shoot Contents iJorrA RevSSsn1 No, n Mt No. ors Iv cr ifs- .** elf no • * Demrhase V �T eJ4MA? ttLV. Mom Nov A703 ; J z THE ARCHITECTS la mote 4 w Ito • frit • • _'j #+l la • iJM1 S raz • • •• .r. • I I • • • • . ' 1)4 rr ��ori1'S'i ►b* N tts>i ttAt0d ,1aAI 'a s�D tnalStedlatilikkl t DI 44, • 4)atentraglt" - J • • • 1 all Di* oa Tent 1 cantata T•PicAL Ra M PORC r p NT PI-ALING DETAIL. T I t$F tximilteanA git M.I.• rh,� • v � y, ' I( Ne10481: i •NDIA ittitE • • t • I I• AL .HOLUOWN INOTALLAT ION 0 4 . 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I /4IIsI1.0 • 1 0 N - -F - • 1 11 t It FECUND aIYWTGWU DEO PQM COMM No. a THE RONHOVDE ARCHITECTS 1048 W. JAMES ST, SUITE 102 KENT, WASHINGTON 98032 PHONE (206) 854-6010 TUKWILA DENTAL CENTER TUKWILA, WA. Nsv4boo \ REGISTERED ARCHITECT TOE•JAN- EONHOVDE STATE OF WASHINGTON CITY Of TUKWILA APPROVED JUL . 993 A Job*. /04 DrnN Dr Lk OMan - Tw oats 114lfr RI Ir DI G .IV InN D•.owlIon ) axm l /mwiz. 1 DEC 199? awn Whet Comets 2e stow r cos + Lo►a V r 1'MMNN0 art L ordowi t. lege- rIet sAE. FDigAtT �..Im1A1 IDS Na. l �"�� � wt3k l k1L1. I=llhon err, ►W. • O Itt an _ms Ws ciao. lade Ieaa.. W1J /ask/0G. atisa AL. ® gime atoms lodle d'ac. tai(r 14'e.c '��;k.Jtie i'•eo•� os la • bloc. "-ors: oR Wats t.LKw b 41%.00 la M. ars co Emirs. -. _ I vases .la it • • • • ' I' too e 6EO.0. -- -`. © LIML.L. G Cs) TIM In s"., r f • r ,n• r' t we • I .+ • dd m i +} t if- . I2E • n age c tei • O naTIOIJ Ca lb PT. seHIMIS WN•L Sae N*. - oo" Cc) .0 t -1 - q es 2nd STORY FLOOR & LOW ROOF FRAMING PLAN. I /4IIsI1.0 • 1 0 N - -F - • 1 11 t It FECUND aIYWTGWU DEO PQM COMM No. a THE RONHOVDE ARCHITECTS 1048 W. JAMES ST, SUITE 102 KENT, WASHINGTON 98032 PHONE (206) 854-6010 TUKWILA DENTAL CENTER TUKWILA, WA. Nsv4boo \ REGISTERED ARCHITECT TOE•JAN- EONHOVDE STATE OF WASHINGTON CITY Of TUKWILA APPROVED JUL . 993 A Job*. /04 DrnN Dr Lk OMan - Tw oats 114lfr RI Ir DI G .IV InN D•.owlIon ) axm l /mwiz. 1 DEC 199? awn Whet Comets 2e stow r cos + Lo►a V r 1'MMNN0 art L ordowi t. lege- rIet sAE. FDigAtT �..Im1A1 IDS Na. P • - l t • ,•.e. -•i . - ••u. 4 • 4 • 1 • 'I •1) kLGI.0 • 1'. • (OW, 14 • 511i WO WI -s- • rtad. 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Sheet Contents t rRaH we pi.t.44 Revisions I It 1311 REGISTERED ARCHITECT TOR•JAN•RONNOVOE STATE OF WASNINGTO CITY OF TUKWIIA APPROVED JUL 1993 111 ... _AS Co IS No. Date T Descriptio Job No. spit Grown Sy Checked •qr Te. 0 t 4N!a. • .LC i - •Met No. • 81.3 two Cl Mo - r1 c sea groienULE. ioda.en. Yr • I-' +.4 . taxi 6Pt • :1 • !Cot Co axat gLacr.Isre x & LONfts e let. C4''g 1 vests) toreAt5Q HAtien. et trop s'e 'x Caserel • I r • - w �11 pet 4'p �, ✓ die 0 }!t1 SMMII I.MN. '. .OM «40e4 s.SFIse Wu. a • 1441Lite 2 +12� I.S?I suds. sLam r hJ.tc. 4 4 r Ceta • adlYit 4w, otos- • • 1 4 e s. Gbiat a a � �r cv.Lasrs r - 1 Oe1Q 6 av ifriestet Ioadrd' f tErreustia • • Mai gaTias l i� t IDt OFPIIL M 1 tt ivadatt (+ imp k adt ak4rn I O VW \*--.N at lo'' • �i i t . • 1 a- •IJ. -re scd cE .d I.ZNsTI_- tt) *Li Meli-TN•�t�l es ucts -- 114. CA LeraNION Aut GSM IMAM • • a4 mot a-- n —4 ■ 404 ? x d ynr, t a (0 TPsnaw r.D1/4 .14. a' l 4' L 1 D4 _ SI �C.r7Flrlm • I I I • 1 ) i • AIL • II a � jl. coAR a TYP'IcA1._ 80a &o - itcsoc 4) G1 LaeANI *(i ioRiarai • II GeMse.. AND �� X7.4 I I rodea III I *MINA RECEIVED COW DEC t11* NNE COMA THE ROMiOVDE ARCHITECTS a�a� m to Nowise n u I EMI AR Or wl�IfN'NfiTON TUKWILA DENTAL CENTER TUKWILA, WA. CITY OF TUKWILA APPROVED JUL 1 1993 Row I N b • Isnot Mint CoiiKnts as Nn. 0 One lb ce CMMM My G}► re. 041* w'Olt1 Desathe I EXPIRES 9/28/ I 1. f a14 MINK Na 81.4 1 • •' 1 SPECIFICATIONS: • i. tselfsswv •keft SAM sit •M Nr l e e y fete IoW ppii I M r � IM v fie * •tf wed. fe O. Welly +M „` I1 • •el It a prier Se • von. b vet m e e Peel reef(•)s��e/�s• /.the W W f Of She SA..00e • oppm Iete 11,1 N l Wtf► ef • eeMr e l. pi braes e 1e pma If$ N N M e/ft$Sn 0M/ eMesethNN/ellis$pert, . chef, «Mr• shell Janine .M Woo MM ly vtth eft r a she M e roe Oy the 'novelette' •IM. Mahe' W O O S Me •k. f lesio n ell ee a eeterl.l.. IoW epvtfoeel . sM rotated 1{• m•See Se ee• leh the swiped, sod Mtalllprlrf`twleeestt berg Iti gs t estefls$sr p$.Sseent end ; le..bs% Of tree hared pleat Oe$$$$•let ffertllte•r. ► ngeole Nt. s M w M • •Hag, • a• pN oe MMMen t.. ante• end e Of pleat •1 �MId etil ti.N the verb•Neve.ho 'se s ifts&s.ry i N tf s • er /wool Well YM•rtf she• ttlllei.i Wester •owl• any • 'seethe . •r Weft hate be present whose the Mw /Me N fpsN e M/ on • t• WM thane she lend. seas. Shea aSat•ly�I mhe the let /fatten fitter ar swe. pier to psee.11ng vital very 1. Aber•vhetlt f rate/ stetlen ef wove. sMM•M plans. •.•.ass steer..iwb.iled • berie pN. ants nether. htt •prI.Np.N ••t•ee•11nr N.y.e•.ndt to erste . t. Alt •x r t evelte*wt shelf he ple d Olsen, epode" e. •h base. IGLU. . ( 'ti V ttvl swing Plant s l ee r Nt•ilf heeler• od N y tvstats will be the M alt' Orin, any f ngsnN stems• t• IA'• .i to ebo ies. Atlas •111111 enlsg weer shell be brewed t• tn. LANs attest's& S. Weill the *mistime 111 to • depth If t• prier to any moult pinysnt.le ell greuadc•vif pentane bed • •ran• lute elf ell rake to disaster end larger. Mee I• depth of Poe, egg topsoil sr approved peel in these now gr•vnec*ver ban ems. IhM•N11 into the ugaa u►lo thee 1. layer of %Omp.e•n. fee fete emitter S• toyer of topsoil, arse at addle, • .l ee 4 Of topsoil. fee• taile ply impairs sore then the statues 1'depth of topsoil, se utt .. r.g.lid. t• be Vieth with the tops sweetie, paving..Iavlt•. etc... T.ra'•o't. Pfeil, * ' . r .., :e:.1 r :. !C. 0,_1 g. ^ ► - J'r " . LVP; .•n. Is the pinnttM of the Smog Strides sod t tells ten 1r••nd foils. over•eutthe ollowi{{inngne• topsoil slaters shell be wood. • the snouted l • %* li v e•• MI .1 e11 Wine nger rem e s MI ssl.t hells. M sits if po••tbI.. *sported from site. ot'."atinl�r if unused to bl seed M seem of the Sepal& •milt be SWOON i• the IA prier to dellwty \ t hongs ill alb/•e weedSynoes prier to any t•� Pipit NNll to !tee tMove �t,m si t A e p'ior to pleatIM. end .he/1 may scour Seger approval .f each. V. Pla M t ptta shalt twigs the site of the ro•tbetts at. and elite. plant se shown Se details. Nsr►ry e• et soil ender the plant pits. tntrater test the pits ter Oratorio troblemm lV any problems encountered ew they shelf b• her • the hies attention for •at•ctla• pier to the centimeter • e iz ▪ - $& i•lwti•M alt s be • b the LA. :V :mutts (:.born by IM lend•ssM cenii.st.r that then t• • W putt• wilt be /hawed to be pleats argil times of •ngeees• treeetM ea deploy times welch the topsoil le in e wet o mmu11d.dey� eendttleo. agent only during es Sloes •e t•lty ss. a prattle*. etas* trees s. .nave In the O. ems • firidi fertilisr t,git i • f olese L M�senutaahenrs romeneeee•tIae. Airless brand gamete or •/pew.d //eel. O. Ali swish m Me plat bode shall be apM•elstesy Spa Melee ell our.& :: s y lroads plume boddtstM worse. atom • arse*. shrubs end ts•apumas no.•r pmas s a only n.r• W elsh small be f• der% of metrnwtc* se pp �n •w 5 .m NStered by MrtMset 0 . 0 14111014 Ms.. « meen•M•nuiI* to 1t. *IOW Oltenia set rest annotator to p1 ergs* mUi.tst. Oasts. pleats it tee Nursery. prier e do ery to site. i1• Swinge l *dieted p an the I11e•••neiM per with will e l N to u •melt•. 11. the •irrestNS of ell Mela•te pestle Is ell plat beds is sees of title eeateset. SandaeSpo •estraar shell M responsible fee establishing •pyrspeloge eras. to *on* tat all war shell Mt ••fleet is say plant pge or plea hods or agelMt buildings and seta. tit. Amy subetitutiosts. n M sL test /a M. •. •.. shell be • proved duly by Le. le• c. to ter salt provide end eSstwawit • es year guarantee sees /rose nist Seim upon final •eceppnae by IA. nalaYla ell plantings until final aeceptanse b tee SA. he L 111 t• sessee •eeo.stero rosposeib teerrepie e sib (tag he .ess w a . et t *•tt se t.• . year gfan t peeled M with t owner end the landscape er.11ltect sasses. tt. vandal se ntr /time ere est the re•pwtel Sty of the e.aroetee. aster land. emit. shell teas every precaution feel protest iepM esprrseeq•qvuited. during c•M sa. trwsu is• tantr ls•ell provide the Y with rl beer hafts s Site 5. Pneenstrectionseetiou after eatfat signed. ✓ . theps*tl•e of fine ttnMMl erodes. prier to pleating. 3. Plane safMla /Npnt►M. 4. Pins" lnesat Ise• na. laPpeatlMe 01111 Neour GM ley OM. •• r•gehred• fetes yw«ti•« ere esgeirad. ft is the •ntrsctdra :N•M./bl"lty se esl the IA she •theta • Wu the floe of these tespeesiste will he the f«ponstgllty .f the *w•*f• tt. Nu s prune .slut vevelettdu sow er s liMM s n n tl•lt eltaa ie i l dinettes i of the Y ender moor. po 1/. es ell eroding. •Mtanrtag. Area. s►ge sad utility end le. All tsmtwe.m grata shell be is r the use cede. .nit lay t•. Ail t shellSntgCted as sten tt . . 11. Provide •a + saluts•1 m y •lle• dregs(// •e the fleet laMaspo dee irrigation .warn M the M. upon final approval of the OS. wen. ell Mende M ngslfs by the State end Sad gees. to perform Mfg a .sews. /S. g :.: ■/:and t� ,,w the property (tees. ev/ot1M ell. Asy .lopes lot INerts..Mnl sad steeper skis% *all be planted with tree. r a gr*wndeou a sre shell be mowers. Sae with t not Male. aty installed es per the manufacturers re•semond-tteelo. See •lull • plea, for the n•M.N Mk M int gyms )late tea Amin @steels' M pee W OW 1 R M 0110 1 • Fowl P •p u1 tela Stec data. Nleales. hat. tel•f11• In MOH later•atien end Sage. M• M -Ymg/s a• trnnr shell provide the /sty er a.ety la w elsh tali pr.jnt n •or•. with ding NW elf Ion• ' aM • a 1lto seise Paso laNrntt•S/drseiNSS that payee tt utv week. •t the •aspla /s of the proles., toor ell ff. All is welsh lsh Iltts ss, shall pale fete sod e v gi al _ •a the use t•gsir.• by eggenesis, body. ea, provide* p the y the (/Leases •on • wia b sideetZttowarts w *.*b• • 6.1/ fl TED GrmUa FE-1-1C4 oti '4 ,.. i _ 42 e EX Kir /NC) LAtJr>O•A / - / /.//y aro f<E/1/A /NI. PLANT LIST: .4 NN 14 0 1) 5 • Ass olRcw ruM 1" . ALA- •rigs*) ` rea.ppg 11.44 NN - ,'F3.5•#' t481•o4 t" / LANDSCAPE PLAN eir'cwNTf7`/ r y v /ON. NAME 44. RE.OLIMEO HEVtg . Hotels Ef7IcA :,MNEa '`APR //.l4ago° -/Nem CEPCIDAPM/Lwt- C ApoM/ of 1 M ,fif14o M OtIvOuop/ ` It T. P.4.' sit fit /C rApitiNlea r/Re' mor/I.'A PPASsPI =HoopEN A./Q10s/ '01Vf. e' 1 NH N}f f 1 • V • • • . p/Kf!me oMt/e& PeOs.. >0v9 Taal /NrenfrPifrt/ .sI.e• r.•) • G1'4M0N N/kMe E r.l «/e 1 Ivy -#& .THe I ApAn/E SE 1'rva'r:c T7WE CAP-1t 1./41-7 go/r- THE - Wad-0y pettele C het VINI! MAPLE *eavrlAe et G,t'14. vsie/ft ^tip 4 NT/T/EC , °R /eR 7 - o y, /Sen/N1. • • 5, . -: 3, • Z 4. • r : Y . . • • 1 efre o^l Cale We., 2 Z s o.c.., 2 l "CAL/ pE R gar 14 MA N E 0 CAA/op/a$ /O = /D" 4 Co/./7: 2r ': o if .. ' Ze l l . 4210 16 401° len .. ., If o f. it , t 3' 4 owwlhl piths !MUM 1 •� • . WILI.IAM N RN CQITI►ICAT/ NO 4I9 riot a� S• r A®7pw.Ji.•..r • t r t# oc a I ea • •. • • CITY OF TUKWILA APPROVED 'JUL 1 1993 AS NAB Raul DING DIVISION 11s. eigs ateSMMM 11 • 11111A1M111n • (AmNI u gt I p l l wap M MN A Omni ' NOftm ra(defttstif t i Niw p awl Nonolnala ININ IgatatamuNIOHNIP 1 a • • • • MS ' . :. .eh aria r. J *04 ski CA7AGo4+K are gat belotRA P /pTloA/ SP ilk/ FJPn - Gr,prn, RAP. Q / - P- to t - peiI T l a !d' A / - $ -,o -tit._ .4 . 1 . 101 • c l -A -s. ® 1I44 -N - 16 f /1 IS I m 004 - r - is . /. 2 Id ' I ..�. pv4. t'lA/n1L/Nt L 1 ' - _ ts�tEN /N4 _ _ 1 as .. 4 ,60 -40 - /% 4, ?_E_ _ e" <a14F ..-, "ens a <Gft 10 = __ = 0466 too I. LAreE'AC. M I LAM. uh. &,Actct P/Pa• 14. a4 __.._._... _...._._ Nscyy194 l '/ -1 -ar /f1,LriEgIRovh/ ;,fie ._...._ 7 7°01: u cHe.C#s '-- : :c: 6 - y . I "!• 1/1• v 4a' - -It) LiiAMP'CM MA&JAI, 0PA.aJ - "•y" V4 • el /o'1 1o5 I t400i0 _ Poo Sofro; St/c 13AGt. Vi VE -I' r.�ixl`�NEIC c�p_,c,c WGA / ~gg /4A / , C 74 .' CONTf?p4ttj AMR ToA 1/ttLvE xi% I , :_ _._.. ,. .. $ ,N 4 Pj$o7M A ar. Coup E - lit S. 17h, VALVC ..__.._ - . p.C.VALVt4) Ck.2 _.- ] RM -.'j Fop (FOS p)?A,A/S _ No4MISII. „ .• 1I2 /I i9o- /off ._.. 1 „ I. T .. I 1 r 41P01111011010011 00. Sagest 4 MATERIALS LEGEND: NOTES: 1. irrigation design based upon i- Fto■lir.?. water mater, with IS lbs. static water pressure. 2. All equipment to be installed per state and local codes. 3. Install manual drains at all low points on mainline, record locations. See materials legend for type. 4. Provide is" of cover for mainlines, 12" for lateral lines. S. Install all heads using merles swing joints, 3 for pop -ups 6. Drawing is diagrammatic in nature, field adjustments may be required. 7. Do not splice control wires outside of valve boxes. 6. Provide a 24N expansion loop for all control wires within each valve box. 9. Use NDri- Splice" brand connectors for wire splices. 10. Prom controller run 2 spare yellow wires, one to each valve / 11. Contractor to provide owner with exact "as- built" plan. 12. Contractor shell supply all power and mounting for controller. 13. Contractor shall supply all sleeving, entire point of connection as shown, heads, piping, varies, wiring and drains for a complete installation as shown. 14. Contractor shall pay all fees and obtain all required permits. 15. All sleeving shall be Schedule 40 PVC pipe unless otherwise shown. 16. Use common ditch where possible. 17. It any discrepancies are encountered, between tht actual onsite conditions and the drawings, the landscape 'architect shall be contacted prior to any work or revisions. 18. Adjust all spray nozzles and heads to spray within planting Fl{r ( W, f NAPAmmMemei rimm IVO Ile AMC :r OS .. - '04° • MANUAL AWN OOP& H t. 4 -amm-.■ UNION TO IRRIGATION SYSTEM Fumes votive M..RKisic • 4 "I A►Arw. 4t*lf s' u. - IW Plc t. s.tevt Ct.ssC11k Ac• p.haRet) 4 METER *' ■' - DRA$$ BALL VALVE UNION ��►EBCO eo6Y DOUBLE - CHECK VALVE ASSEMBLY i BUCKNER QUICK - COUPLING VALVE CHAMPION MANUAL E""" DRAIN ASSEMBLY op wir Point of Connection Detail (N.T.S.) a a IRRIGATION MAINLINE .3 N 1.1111M 0 1 censp neri 4( 'omits VAWO pee MeMa. 4.4.4t uwlori 4 Mrri4 �r MI A CARIta. r CM a 4 A " • • • L -- fAigi<b Lor -- IRRIGATION PLAN " /•r„ /C7 oP''ct 1341/tO,h/.7 ` /r/Ay/ /NTAC/,Ct./tN Aver. c:- nl.M*, verve DIN SZ Na MAW AiVYMe,4AM _ 41, ! �� ,ri! it it+ - --- • .,• .A • • " • .O a,M • • • • Woo" ewe/ /dJfoMM1G WAN lDwp it. Pe row • Mae Mtn aH401 &Weef, ?HAM �►� L. VALVE SCHEDULE: rmt a <4.f. I .a.0 C. >3 tag ., • C • • i� :6' I lfgs►rn tot ... l0 %Fan Om • . oft . , I • • . , • ' • P ' • . , A ., al • P eewuaans : •` De. S4 Ise counts O .* AWSPIINN N Tt ' , 4 _._ � y • . Iy 9 „ • • v' rv V- • • i /SM dem *r mmemw MMSMI Imam - ;ro, ' 7 of `* ,pap-1 CITY OF TUKWILA APPROVED 'JUL 1 1993 As NmIU) mitt DING DIVISION . / f , CM. nI n -%ACT 211111 I rr • LussawaMeespae Sas Memematemmakamee Mem male w eseS titaammaim PoeOaraaMal u Tw ammm - 1.NSMIN V z A A 2 Z E i c C. � C /'• /a e90 C 2 . {: 'F • rR