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Home My WebLink AboutPermit D98-0180 - SAFEWORKS - TENANT IMPROVEMENTD98 -0180 365 Upland Dr. • Safeworks LLC City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 883650 -0070 Address: 365 UPLAND DR Suite No: Location: Category: AOFF Type: DEVPERM Zoning: TUC Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: .0 South: Water: N/A Sewer: Wetlands: Slopes: Contractor License No: JOSEPSS153JD .0 N/A N OCCUPANT SAFEWORKS LLC 365 UPLAND DR, TUKWILA WA 98188 OWNER BOEING OREGON MESABI TRUST 1325 - FOURTH AVE., SEATTLE WA 98101 CONTACT DANIEL MULVIHILL Phone: 206 - 362 -7227 PO BOX 27089, SEATTLE WA 98125 CONTRACTOR JOSEPH S SIMMONS CONST INC Phone: 206 281 -7227 P.O. BOX 9089, SEATTLE, WA 98109 **************************************************** ************************ **** *** Permit Description: TENANT IMPROVEMENT TO CREATE OFFICES, CONFERENCE ROOM, AND BREAKROOM. CUT WINDOWS IN EXISTING CONCRETE WALL AND INSTALLATION OF DOUBLE DETECTOR CHECK - VALVE. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 150,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: Y No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N r************************************************ k*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,905.96 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:- Occupancy: UBC: Fire Protection: East: .0 West: Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D98 -0180 ISSUED 07/24/1998 01/20/1999 OFFICE 1994 SPRINKLERS .0 4)262V._ Date: 7 F I hereby certify that I have read and exami d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: �� Date: Z`f'�7 g / Print Name :- 4JV A W /16)/ a/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Addre_t...: 365 UPLAND :DR • Su 1 t Ter an.t; Status: : .ISSLIED: ItYoe DEVPERM , App l:i e�i : 05/28 ✓+1 998 Parcel #: 883650-0070 Issued: 07/.24/1998 •k*)160p *•4*•. .*• k• k** k• kk****• k** k •k•k.•k * *•k*•k *k *•k** *•k* **ek..k•k•k•k * *•k•k.*4,4 *•#4.ki *•k•k ' Per ini`C': - . Conditions: . .i No":'chanoes be, •made to the :plans unl.ess: approved by the Arch itect or Enc ineer i and the T,uk Bui 1dinp Division 2 El:ectrica1 permits • shall ,ohts:iniedi: i h a in i -ounh the Wa :State' Division of L,abor . .. anii Industrl�ei . ..ct41.,.l clect r~i.ca1 work: ` wi:l i" be 1n00 -.that aoencv • (-248- 6630) l l : rnechan i c.a a� „wark shall be under ' � epar a,te; perm • the C.i. of Tukwila lr : { i1, , ; `� . • • 4 A11 per mit ' records anci approved.�,nlanti ' hal1 . available at the'job.site ni for to the start an v.co z t ti� 'str`uct i.o}';. T to be maiinta,in'ed s`a a'v.a` ' able ulfit'A 1 f ina�l i :ns`pec.tion'�adu'r anal is ar an'ted '`, :g) Y p: s c,u All nstruuci:ion Co. be dOn:e' in c`.carmanop with ap p.la n s , an .re04 i r ernents of • the Uniform U ' Bu i l d i rio Ca de k „.(1994 Eiiit{.iori) es .ame,nded .Uiifo Mechanical Cade 09: (14 Edition` °arid' Waeh�i 'EnerQv C6de t 994, Edition) ”; f�' - .,Ar y� P iv rid a 9 nd° fixt a.hh,t ure installation i_ � 4 .. 7 ei i . :4 '. f,' I w o �vti +Sid reou "ir 00 - ' 7 f o mee • i al br�atino ,reuui,f enreri for. S�eismiFc,. • • ne 3 :. . y, , •.. . s} t' t , i s • Z o 7 Partition wai =1s a t ..... t ar.:lh e;d t co''.c e il i`ria r .'id; must be,la tez4aiclv;' braced if over 'eight (8) feet iri)' th . y s a t r � � ti r - t i «� 8 Va1 idi ty of Permit.. The ,i of " a n er,mi t or . approva1 .- p:la'ns. :�ae'ci /Pi cati,ons „ an " °comra,u tations,.shal:l not be each,;; ,�str t Os, a•• perm t i or - ``ait 'a ppri 1 of itt .. anv' vio of „an� of tth _, ; i..oris of the\ b'Ui.i code. or" of a.n ` 'other?,,. rip i mace of, the:. iuri sd i et lion ,, No oer`m•i t . p�resunli 9' • Give „, : authui~i: . ty to violate: or cancel.. the ur v.isions of :.thi • `code °• ssha lTT be vu l td f .; • .a o,:' , ' • ' 9 'VENTILA;T,ION IS REO.UIREO FOR.. ALL.:NEW- ANW� PACES .OF 1,4 •: OR EXISTING BUILGI.NI', IN CONFORMANCE. WITH` THE UNIFORM' :, . ,BUIL0ING OK. AND THE :''WASHINGTON STATE VENTI.LATICN. '',AND, _ INDOOR AI.R�,, 5 1UAL I T Y • CODE..: 'CHAPTER s5 - 13 <.WA�.. ; t' , • Project Name/Tenant: e- V\Jc C L L Valuja of Construction: '1 /5 6 coo Site Address: II City State /Zip: (6 - V`PLf\ND D'tv�. 114t.MVA `t Tax Par el Number: Rl (0.4 - 00 7O. Property Owner: ,Sa i- i 6rlcs. U-... C . Phone: Z6 -62.o - 0535 Street Address: City State /Zip: -- -3304- - is 6 ,Aup. S. i" , VVlT 18032 Fax #: .2 63- 056 -0/0r( Contactor: l -3(Se,,!\ S. 3∎ Ine rr Aa roiAs'. Phone: -okl - 3 (32- T22 - Street Address: City State /Zip: ' a . It .- a 1 ' ec,,� 4, A `i t 2-5 Fax #: 2 04 - (oz- dl / 8 Architect: PAC( F=tc- Desib, - G(cou.p (7-04-A Lys Phone: .2- 53 -Sq3 630 Street Address: City State /Zip: X25- VA (soya Avg. S. .c_cVIVA j WA CI t1 Fax #: 253 - 5q3- 6 65.z. Engineer: Ph(AL. PAS, C (iv wt\Cfit. 2-63 - 3 g3 - ZYZZ- Street Address: City State /Zip: 2Z.f S N_ fat- "r conn/� , V�//i- 19 4 03. Fax #: - 383 -- ,z67,Z Contzct Person: N Mk\(\ \\\ c t tM mON C A Phone: .2_6. 3 6Z- ;227 Stree r),v\\� - 4 t Address: City State /Zip: P.O. '(pox 7: -a04 `3 t V' f q IBS Fax #: .Z.6 (5 - 3 62.- a / /a' Description of work to be done: T- enav' Irtnfr-akre rv Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family S Warehouse ❑Hospital ❑ Church ® Manufacturing ❑ Motel /Hotel ® Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 21 Warehouse ❑ Hospital ❑ Church ® Manufacturing ❑ Motel /Hotel tut Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: El sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 59 / 7 1 existing Area of Construction: (sq. ft.) // ado Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on se•arate 8 1/2 X 11 •a.erindicatin• • uantities & Material Safet Data Sheets CITY OF TUIVIILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Projeci Number:` Permit Number Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determ/ned.by the Public Works Department) -" ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule' ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dale application accepted: r - �iy� Date application expires: If G3 Applic r taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: , : `t /`�� / Date: Z y Print name: , J AGIr ii ✓ �i�' / frier //(/ / :� Phone: 206- 36z�.Z 2� Fax # • 7- I'16 U/ /g Address 3�3 � zz . J €f City4ate /Zip t i6t p ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /AL :' 'ATION PERMIT APPLICATIONS MU& BE SUBMITTED WITH THE FOLL • WING: ➢ ALIIDRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL' ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1.✓ North arrow and scale 2." Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3.• Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4.-' Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) 6 /Location and screening of outdoor storage (change of use only) 7.- Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8.- Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. 'Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. -"Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ 'Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ - Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ - Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ / Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 . , . , , C. I T', 1:131■1;IIIA. WA• • • • ' TRAI48t4IT TRAN'SMIT:Number: R970082E3 Amount: • 23.40 0pii0(98 PaYment Method: CHECK N citation: JOSEPH SIMNON„S C ].nit LLH • Permit No: 09870180 Tyne: bb)PERitl DEVELOPMENT PERMIT . Parcel No 8e2650-0070 • Site Address: 365 UPLAND DR • Total Fees: '1,905.96 This Payment 25.00 Total ALL Pots: 13 a 1 an c e . 00 . * * 4 * * 0. * .0 4 0. * A * * * * 4: it. 7 14CCOOlt Code. Descri-ption Amount •,•.• • • 000/34,5.830 PLAN CHECK 7 Ufl:LITY • • ' 10.00 , • 401/342.'4 ().0 INSP. FEE FLHILI/WHE 1 .........:.. ..... ..... .• .- • ......., ,....., .i. •.• i!..,.... . . . . . . . , . . . . . , . . . , . , • . • 0 OP . , . • 3 4 ‘ i'.k .5624.09/11 9717 TOTAL k #k Ah. vt 4i {k Ao4kAitilk. * A • TRF►N,t417. :4J!74ai�FhAk h A*,t•k *•k*Ah* *:t•;tk*Ak 4.70 O7Y ,, t3 10.E 31 JOE: ;3Il4t4OW5 Ci1NS Irtit:` I( P DEVPE(M .DEVELOPMEN•I PER IT. *A *t *k hA4h *A* ***%4 -:i *:t•k* *:t/ik **:t CITY OF TUVWTLA. WA 1ri rlSMl:T Numb?r: IV4700800 Amount: Payment Method': CHECK Notation: Permit ..No:. D98-0100 Type: Parcel , :No:. 883650 -0070 Site Address: 365 UPL(U4t) DR This Pct:VIn,eI'Ft 4.70 Total ALL ..Pmtet 1.88 „9 • 13a1 artCe: 23A60 *4.** * **A %* ***Alkiti1* kit *A•Adt *•kA•A *.t *15.4A*AA7tyt•k* * * ** -4.k *sl 4..•k4A \ *. Account 'Code Dcrf:ription H 400/'386.'904 . . .ST .BUILDU4O CUR.CHAItOE 4.;5.11 l. isielc.k .*A4c* .-. '..C3 OF T' 11,K14IL A . 0 A , 9ci 5, r: 0 t C?:.' . ..fR4i . . .... A. * ..i. * A * * * 4c *4 * :Or * * * * A qt 1r IA AA- + * • ly * A * : - . * A 4c * 4r ..F * • Iv It . * .1 k -k * A * —A •il—A—A. * * . 2t * ir : TRANSMIT Number: R9700800 AMount: 1.137.25 07/24/98 10:30 PaYment Method': CHECK Notation: JO SIMMONS CON ST Init: KJP Perm i t No D98-0180 Tyne: DEVPERM DEVELOPMENT PERMIT Parcel No se3650-0070 S ite Address: 365 UPLAND DR Total Fees: 1.905.96 Thi Payment 1.137.25 Total ALL Pmts: 1.876.46 Hal ance: 29.50 4*A.Ahit—A*4A4*.frAlk*A***#A-A.kA4k*.AAAk*4*A*0***4**4-**4*A0****4*k%k*.leit* Account Code Description . Amount 000/322.100 BUILDING - NONRES 1.137.25 •sk, k * * *'><* •■, A ** * * * * *k * ;! *4 *. *lc *sktt'tk * >F•A * *A *Ai OF : TUKWIL( Wf1 .. • 'PltAWr9MIT. tl�_�� +t *•A *ft*.tr•A * *>`* ark **A *4t *t\h /:tt* *!c *s4Att * 4-11r A * A. *tttl *4:tl *A.*ttdd *:: TRANS(6I'I Nu'rnb ?l^: 1297()077.1 Amount: 70 9.2:1 05/28/38 14:45 PFrvmerrti Method': CHECK : 3O ,EPH ;31:N IONS; Permit. No 1.9E- 0i.A() Type: DLt;PE(th( DEE►EI.:OPMENT Parcel No: 1303650- 0(),7() Site ;Address: 365 UPLAND - DR T'ata l Feats 1 u £3 iiU.. 'l This I' merrt 739.:2i. Total ALL. Pnt<r,: :39.:'i•. A* riti***,. *sktl.414:+c *4•t1k * * *•A• * * *0 A•A*it * *t1 *s1 *4•A ** **•! *11 *Az%k *r4 *t1ok* Accoul'rt Code De5Cr^ i a.t ion: ;`AmQU 000/3 45.030 PLAN tm.m K - , NONKES Project: c ;L� p l/� Type of insp- lion: - Addres • S t Date called: _,../ �iyt,�J i• Z Special instructions: Date wanted: 0 2 s .-•- a.m., •m. Requester: Phone No.: g 5(.. i, ' :tM CV 51s "r : rg..100 atrse aO+ :. .„. r: «.�;e; �eni.•.:w.w:w;�i j INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 I Approved per applicable codes. COMMENTS: Inspecto INSPECTION RECOPY, Retain a copy with pi, ft D 1O PERMIT NO. (206) 431 -3670 I. ] Corrections required prior to approval. ELL& $42.00 - EINSPECTIO "FEE REQUIRED. Prior to inspection, fee must Date: be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 4, 600144/ Type of inspection: � rj � LAC' Address: Date called: Special instructions: Date wanted: a. Requester: Phone No.: ice. ,' ABC - +b:K°tM*Gwa".r�. • INSPECTION NO.� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 I I Approved per applicable codes. 'COMMENTS: Alio /Lis fief-s /2-7 Inspector INSPECTION RECO Retain a copy with p t Date: � e55 (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 54 k ' k wo. tk S Type of inspection: ( Address: �, D ate called: � � p Special instructions: Date wanted: e �y a.h,. . p.m Requester: c l 60-ci-e%i Phone No.� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: v/ if Wo S(79-71(- Approved per applicable codes. Inspector: I Receipt No.: INSPECTION RECORC Retain a copy with pern... 670 f 00_4; 50 r ' _A,Q. tom' i C PE Corrections required prior to approval. o�>J IRS ( ' G IT NO. (206) 431- 3670, Date: /„ -/ ri $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: Project,— 4. ,S Type of inspection: Pt.a ,=;,,a. Address: Date called Special _s- structi'ons: Date wanted. g '� a.m. p.m. Requester: Phone No.: , 9 l '1 •- $' g".5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 1 Receipt No. :. r• INSPECTION RECOPY, Retain a copy with pa, lit 6V .P�� 1". � :...• .�SRt' ' rl • : • 7 " iri. if'l'p.r..# t. j�ni. i:'.. .i... Date: (fi e-01 5-o PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: )16 , .Pj 100 T - GUC"( /ti -er .Date: 8 4 . $42.00 REINSPECTIQN'FEE REQUIRED, ,, Prior to inspection, fee must be paid at 6300'Southcenter Blvd., Suite: 100. Call to schedule reinspection. Project: 0 Type of inspection: Address: _. . Date called: Special. instructions: t Date wanted: " Aso a.m. P.m. Requester: Phone No.: INSPECTION RECD '1, Retain a copy with pd.,_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: Approved per applicable codes. D 8 -o/sEsa PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: of 1.017T $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: / / / � vl -i 7? �? Type of inspection: /� ') rdo lylty. `` Date called: Et Special instructions: Date wanted: O C... p.m. Requester: K.`4:?tAGLA Phone No.: 14 4", v f it_ . OC1 :2.' i i_ . ■ .. . . !.` /0 Of rJ, II2 5011A c 7 f f VA Project: �? Type of inspection: Address: `` Date called: Et Special instructions: Date wanted: O C... p.m. Requester: K.`4:?tAGLA Phone No.: • • mz? �o. y..,.+ wJ.,'. TY. 7' a*" LT'* rKa. tTV xSr+r�+M •,'x,r.'�fn!!- r <s N+T'Y'C*"'f; �S !.r. .d;;;?•• • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 [Inspector: Receipt No.: Gu INSPECTION RECO� Retain a copy with p t Date: D9g ISO PERMIT NO. 206) 431 -3670 Approved per applicable codes. (] Corrections required prior to approval. Dat 4 $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r Project: _ , """" Type of inspection: ( 4 Addre aT" tk. fr - .41, Date called: te) Special instructions: Date wanted: 1 ... Requester: MI Phone No.: Approved per applicable codes. COMMENTS: INSPECTION RECOFN Retain a copy with peLit INSPEeT'ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 South, er er Blvd., #100; Tukwila, WA 9818 4 • 0713-b(gto PERMIT NO. (206) 431 -3670 Corrections required prior . to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: e k 0 t 2A D cuAA.Q.A cart. -[ vtiz cLm&t� 0./t 4n, 5 C- _st,i_ L 5 id ikoha - b_______F . .. 4 A.A. A Phone No.: "( L c % . Li k i � iJ : -1 1f i . 0 t S ► c (`) leow. scM ` t A.0 N . •r,c4frt. ,DC V A ( $0 7 :12-07a J 7 /.0,c, (‘) 4%4. Qr as ✓`t 2.:„.._, o . h,,,:.� Pc Project: Type of inspection: Address: c3� 5-- up U� Date called: i « 1� Special instructions: D a t e wante t , I i a.m. p.m. Requester: OA De AA-3`-v1 U Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 • INSPECTION NO. Approved per applicable codes. N .,nm•�- rwsrw...;rr�•�...�cr fryr� *s4;-:.N :r_^.�s':?-.:r..:.... ,: r,•w:� •;:•s i`r -.'" ..rt,� � t,, >�. INSPECTION RECD Retain a copy with perLI Oq8 -a/go PERMIT NO. (206 Corrections required prior to approval. Insp tor: cJ Date: 8� 9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspec Ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec ape of in e, lion: £ ( ?c Address: - 54: Q n Date called: 5 - Special instructions: Date wanted: �,.. /" (.J p.m. Requester: � C..Cr r Phone No.: INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: $42.00 REINSPECTIO FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.:' Date: Project: 0 Type of inspection: U • Address n' Date called: S -5-16 Special instruction : Date wanted: - ,/ -18 p.m. 9. Requester I-ezrI44• li Phone No.a _ _ 9/7 S-! ibnegiektiwpat INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS:. Inspect° Receipt No.: INSPECTION RECO Retain a copy with p t Date: Date: Dgq--o PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.0b...REINSPECTIObf FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project5 ) IL, Typ g itction:r EQSt ;� G .0 / _ A3r�0 � e /tie_ Date called: bIG�� d Special instructions: cti Date wanted //0�7fief p.m. Requester . Phone Nog / 7 , INSPECTION RECD . Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Jy go/g! PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: - � Date: 2-17'9g . . EI $42.00 REINSPECTION ` EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: i INSPECTION RECOfn .:. Retain a copy with p it INSPE •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Adc es S l 0l Special instru tlo slo s: � Eas1 side of b/ , COMMENTS: I Inspecto ri $42.`�� REINSPECTIO be paid af 6300 Southce Date: Date: T pe of inspection: tk)DLjl S -e& t �� Date ailed: .' /��'� Q} Date wanted: Requester:/ V1 Phont g : Q J 7 _ 59 Approved per applicable codes. I Corrections required prior to approval. ,yg ngo PERMIT NO. (206) 431 -3670 p.m. FEE R (WIRED. Prior to inspection, fee must ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Project^ cooties L TypS.r/kG do / Date called: m Addr ss: d � Special instru tioons: L, // IMO Sta' o: b is Oi . a Date wanted: .m�, I f //. o p.m. Requester: n L.QE1 Vliu Phone 6, 6 1/ 7" 0 dJ ~9 >414 �i,,"�" " + s +�' .fit >"117i.4� ',s�i w�M� 4tf'�wv�i^•."t �,y�t� /!*Af N .�• x ..� ,��. ..^� ti +��- �iia`✓' � T ^ ^aS X y;T i. g ��.1"'� l�L:`!!�'Sr��Y' }r��.+2' ,�1.,�� INSPECTION RECD Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E Approved per applicable codes. 1g - or go PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 46 F-1 $42. 0 REINSPECTIO ' FEE R QUIRE!). Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: P ect: Type o on: A s Date calls q _ G Sp al instruction : Date wants • a m Requ ter: gnat Plane No. (i 1 �p 5 9 INSPECTIOK NO. " CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspecto INSPECTION RECO. Retain a copy with pel,it (206) 431 -3670 Corrections required prior to approval. effh Date: 17-8 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Sprinklers: " Fire Alarm: Hood .& Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signat FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No t 0 � 8XJ Name SP:CZ Address 3 sOC `3 5 r Suite # g"Z'A Date ,Rev. 2/19/98 T.F.D. Form F.P. 85. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139 12' MIN. MIN. wxv 12' MIN. ELBOW DOWN 30' -45' BEND PLAN VIEW COMPACTED FOUNDATION GRAVEL UNDER VAULT • 6' MIN. 36' -48' IN 50' OF HYDRANT 12' MIN. • • 12' MIN. ,\ END VIEW SIDE VIEW TO BUILDING NOTES: 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. City of Tukwila DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT x ot to ,o.1.. DATE: 11/26/96 ws -11 ova MersusW MATERIAL LISTING; 1. 3/4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN. O.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPIER OR BRONZE BYPASS WITH AN APPROVED DCVA, 7. .3/4 WATER METER. 8. APPROVED DDCVA IN MAIN LINE WITH TWO RESIUENT SEATED SHUTOFF VALVES AND TEST COCKS. 9. 10 ", 8 ", 6" OR 4" COUPLING ADAPTER, FL 10. 10 ", 8 ", 6" OR 4 "FL•PE D.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ", 8 ", 6" OR 4" GATE VALVE FL'MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" D.I. CLASS 52 PIPE FL•FL 16. 4" OR 6" 90' BEND, FL. 17. 4" OR 6" D.I. CLASS 52 PIPE, FL•FL 18. 6" 90' BEND, FL 19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL. 21. 6" 90' BEND FL 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO J#806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE ARE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPUANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL GRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT. CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL. HAVE ONE 4' OR TWO 3' STEEL HINGED DOORS. City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTFS DATE: 11/22/96 WS- 11NOTE FIRE SPRINKLER VAULT. The fire sprinkler vault will conform with these Standards and the drawing in the City's Standard Plans. EXCEPTIONS. Any exceptions to items covered by this chapter shall be mad&by the Chief of the Fire Department and the officer in charge of the fire prevention bureau of the Fire Department and the City Engineer. Such exceptions must be in writing. W.3.6 CROSS CONNECTIONS AND BACKFLOW PREVENTION W.4.0 CONSTRUCTION The installation or maintenance of a cross - connection, which, in the opinion of the City Engineer, will endanger the water quality of the potable water supply of the City, is unlawful. Backflow prevention devices shall be installed and maintained by the service customer on any service connection to the City's water supply system, where said backflow prevention devices are recommended by the AWWA standards, the UPC, or the American Backflow Prevention Association. The City shall make the final determination as to the type of backflow protection required. All backflow devices are to be certified by a DOH certified backflow tester. Results of the certification shall be delivered to the City Water Department. All backflow devices are to be in accordance with the AWWA "Accepted Procedure and Practice in Cross Connection Control Manual ". All work performed in the construction of water systems shall be done only in accordance with City approved plans. The Contractor is required to maintain a set of approved plans and permits on the job site whenever work is being accomplished. Record drawings (see definitions) for public water systems, will be required at the completion of the project and prior to final acceptance. All work is to be performed in accordance with all applicable Federal, State and Local safety laws. W -14 TUKWILA MUNICIPAL CODE Chapter 14.06 BACKFLOW PREVENTION DEVICES Sections: 14.06.010 14.06.020 14.06.030 14.06.040 14.06.050 14.06.060 14.06.070 14.06.010 Definitions. (a) "Backflow" means a flow, other than the intended direction of flow, of any foreign liquids, gases or substances into the distribution system of a public water supply. (b) " Backflow prevention device" means a device approved by the State Department of Social and Health Services or such other State department as shall have jurisdiction over the subject matter, and by the American Water Works Association, used to counteract back pressure or prevent back siphonage into the distribution system of a public water supply. (c) "Cross - connection" means any physical arrangement whereby a public water supply is connected, directly or indirectly, with any other water supply system, sewer, drain, conduit, pool, storage reservoir, plumbing fixture or other device which contains or may contain contaminated water, sewage or other wastes or liquids of unknown or unsafe quality, which may be capable of imparting contamination to a public water supply as a result of backflow. (Ord. 951 §1(parr), 1975) 14.06.020 Cross - connections declared unlawful. The installation or maintenance of a cross - connection, which in the opinion of the Public Works Director or any staff member that he designates who is qualified in the protection of municipal water quality will endanger the water quality of the potable water supply of the City, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.030 Backflow prevention devices to be installed. Backflow prevention devices, when required to be installed in the opinion of the Public Works Director or his designated representative, shall be installed and maintained by the service customer on any service connection to the City's water supply system where 14 Definitions. Cross - connections declared unlawful. Backflow prevention devices to be installed. Regulation of private water supplies. Adoption of State regulations. Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedures. Penalties. said backflow prevention devices are necessary for the protection of the City's water supply. (Ord. 951 §1(parr), 1975) 14.06.040 Regulation of private water supplies. Use or operation of a private water supply system, contrary to the provisions of the ordinances of the City, or the laws of the State, or the rules and regulations of the State Board of Health regarding public water supplies where said private system is served by the City public water supply, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.050 Adoption of State regulations. Rules and regulations of the State Board of Health regarding public water supplies, entitled "Cross - Connection Control Regulation in Washington State' WAC 248-54-250 through WAC 24854.500, and the American Water Works Association, Pacific Northwest Sections' Second Edition of "Accepted Procedure and Practice in Cross - Connection Manual" as they presently exist and as they may, from time to time, be amended in the future, are adopted by this reference as if set forth in full. (Ord. 951 §1(parr), 1975) 14.06.060 Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedure. Cross - connections declared in this chapter to be unlawful, whether presently existing or hereinafter installed and /or services requiring backflow prevention devices and /or unlawful use or operation of a private water supply system served by the City public water supply system are public nuisances, and in addition to any other provisions of this code or the ordinances of the City where abatement of public nuisances shall be subject to abatement in accordance with the following procedure: (1) In the event that the Public Works Director determines that a nuisance as herein provided does exist, written notice shall be sent to the person in whose name the water service is established under the records of the City water department, or alternatively, a copy of such written notice shall be posted on the premises served. (2) The notice shall provide that the nuisance described herein shall be corrected within 30 days of the date said notice is mailed or posted on the premises. (3) In the event said nuisance is not abated within the prescribed time, water service to said premises shall be discontinued. (4) In the event that the nuisance, in the opinion of the Public Works Director or his designated representative, presents an immediate danger of contamination to the public water supply, service from the City water supply system to the premises may be Printed October 10, 1997 SafeWorks STRUCTURAL DESIGN MANUAL May 27, 1998 ^ — ::• --' �.±r ?r Ana ,.;1. n , ... ' ''‘' :2 .4... . . D 1\( 0 0 ° ° UL "L 3 \99% J .. 0 "P CITY OF TUK MAY 2 8 1898 PERMIT CENTER Project �rfi \�/ ° d K5 No. ` H LJ LJ Subject Phone With/To Fax e . f E75•PLA Address # Faxed Pages Date: gl(1I�$ By: Copies to: NorES Gowrp So ' No-17.y .SNG I N E P. • F RAG f1-D OF D15GR-sr'Pf`W ES 152Tws274 THIS PAN �L & PwR e, Co r46 ACT 1 ort N c \V W t.I I7 VC >T1 t`PP PElz su4P Hsri,o INSt•U HDZA Per s.k. AND OF v- ce W AEIt. Peg- \ . ' p t:Tat L lG l l� 6,wr r — _ r o v. r ( Hirt. I,z. 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Date: SiMhv Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383 -2422 253/383.2572 FAX Project SAFE \V° rLl.r No. 1D °415 .74 Subject Phone t With/To Fax N Address # Faxed Pages )((c rs &6 4 x & �. Fi LoCX-iN to Cv #-�� .% • 'k „G• • SfHP Sr- � -rn` aye p ram NT. oF W AFL(. . 2 x 6 •c,oLt-{ t∎L(, 1 t f P• PrL4j-N wi(lsr ►x(46 51MP 1 -US' MIN (ti) idd IMr° 1.01, TP1 P ❑ Page 13 of E Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo RECEIVED CITY OF TUKWILA MAY - 281998 PERMIT CENTER If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. SIMPSON HDA HOLDOWN SE PLAN k"4 MB -1-102A 3 /4" to M13-1-105A %"4 M9 -HD6A 't" 4 MS -HD8A HDIDA 1 1-1D2mA 3 " -HD2A II " -H05A 12" -HD6A 12" -HD8A 12 " -HDImA 14 " -HD2QA I4" -HDI5 BOLT HEAD W/ WASHER NO SCALE EMBEDDED ANCHOR u�'p•t \V Fr. 8" -HD2A 10" -HDSA 12" -HD6A 12" -HDSA 12 " -HDIOA 14" -HD2mA 14" -HDI5 (Z) 2)th RJLL HGT STUDS rr (2) d ieV M134102A (2)'44" 4 MS -HDSA (2)16 "; MS -HD6A (3)'4 "0 M8 -14D8A (4) 4 4 HDIDA (4) 1"O 1-102mA (5) 1"0 HDI5 % THRD ROD -HD2A 3 4 "P THRD ROD -1405A 16 "4 THRD ROD -1-108A 1b "P HD6A '14 "9 HD(mA 1 HD20A II /4" 0 HCIS EPO)cr OPTION I I u — HILT! NY -150 cPovr dao -HD2A _ I31 l6 "0 -HDSA 15 /.IIC "O-1-106A • (5 /1r1. "$ HDSA Is/ Ica "G HOImA 1 -3 /S "0 HD2mA I -30 HDI5 RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER 05/27/98 08:00 FAX 253 383 2572 Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX Project CAF € W o fzKS Subject With/To Address AHBL ENGINEERING No. � Q] °IS. ZO Phone Fax# # Faxed Pages I . ...p._ .t. ..«..t 'T .•.- rT,t,Hrrproirvc,1)041-r5.6,.x,14.11,14.,42-.4.........i.__________.,...-................11 , i .1 • : i 1 N EN 5� IS ° : 6 L - V44 P t 1 „ . . , , . . , • i !� I , _ I __.i , I rR I r . ' ; _ .......:....�_._.... , .._.» w.._.._ ._ ._mot._._ » «.._ • 7J 1:IP IZIj o: , . r r I 'tap Gv12N.c. w.....__.a i'vR- 0 ,1 , 1 TINE. 41,ldd I � Pirj 21 j t . • as a , T 1 002/002 ❑ Z of © Calculations Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo If this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. AHBL 1. 7'1( I rll f /4 , •f`I .1NNI f4 Date: SJZ1 e)v Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383-2422 253/383.2572 FAX C1 x Project .S'A'FE U/ °Q No. 117 ° 'jS • 2Q Subject Phone With/To Fax # Address # Faxed Pages 4- 'd 4puc45 Pap STEP + `a ° IS 1 SCAI.t- ( = 41 PER- rC, 4 ,T ZPI• PEI . )(1/7 tX)31 3tL'D WALL AND DV, to? 3k• - 1r If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. ❑ Page of © Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER AHBL J ^n.I r 4 ! F r , A P I A ^F VF R ; Date: By: Copies to: Project 9A-'t W °R-6 No. - 1 5 . 2.0 ❑ Page _ of Subject Phone ❑ Calculations With/To Fax # ❑Fax ❑ Memorandum Address # Faxed Pages Meeting Minutes ❑ Telephone Memo C sxititi J - 4 4v4) WAU_ aNh mull= ft.. 4172.447 pEn- O ISTINC> 4-x(, w / 5 /1 2 p PAN lsT &La (girt Mto 1:X446— 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX WOO -- AECEIVEb CITY OF TUKWILA . MAY 2 8 1998 PERMIT CENTER te-dr cow, TILT W' Walt, If this does not meet with your understanding. please contact us in writing within seven days. THANK YOU. SE C;:f0i RECEIVED CITY OF TUKWILA MAY . 2 8 1998 PERMIT CENTER (2) \" " CS 20 ?R • PER PL,W . i NIro �xrsr�!Vr • BLOCKlV /VA E. A - */Sd EQ 12 "p:C ,.• �- ::.:STRHP. 11 E NGINE[.R`i •PLANNERS 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383 -2422 253/383.2572 FAX Project 52A*F. Via P-}4. No. CI vas . 'Zd Subject Phone With/To Fax # Address # Faxed Pages PERMIT:' CENTER. I?- 47 ;pa -rP p t= w e&E-0 - 6 e' 161 ' 1 ENbiN�Et� -- - 1 2 -w iewe dot, t • , x•60(2 ruU4 - FA 4.E. P jPJc{ p V 0 .Page _ of Q Calculations ❑Fax 0 Memorandum ❑ Meeting Minutes Telephone Memo It this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. AHBJ ENGINE FRS•PE ANNERS Date: By: DvvitAi Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX Project S°F E \ /b r-t - No. 1$ 0 9 5 . Zu Subject Phone With/To Fax # Address # Faxed Pages Sw4 Z PT �✓�} "fE _ , $% Ir 1:t`II•I{J&' cw-1 2: IJ.. 1 a r tc'w I S Fr I O • SW Fr F191).50 G ee z,w 3 h1P3 I ?r°r7 t � (2) ( -.1 PI P- ( u; Prc rL s 4 SWI 20 FT I r Ur1 ;'G! S I 210( 2 ‘I 1.t►.I� �-I.J CotsG ied 151 61') ^ 2 51.3 1' Z 3I° 1N L • w"t') \ \1 � 31i I 1 259 t' 1l:. 2,544,# 2 1 .. � SV'i 1 351 1 I N t? ' 4 . L' a\\) 351 11 417, I 4 U al �v { Come. SW t, t wrwb.Sw 1 use. Cv p '4, ......... Z '3(1,0)(2,7S) Vi 375W Ps t=) • Izti .'.. '5e2;,1 L.....:... 2 ... 0 1 .: - r= 359 rt.f= ❑ Page _ L of 1 �2 Calculations El Fax ❑ Memorandum ❑ Meeting Minutes .❑ Telephone Memo t /z.'tc-cnic r✓. 396 PLF 1'.;c: '15 RECEIVED CIT OF . TUKWIIA If this does not meet with your understanding. please contact us In writing within seven days. THANK YOU. MAY '2 8 1998 PERMIT CENTER t.M(,INE E R'..rt ANN( RS _''1' ..:. ;_ /4 (i PVJb ,wl j0g.(j' % a - cr- PERMIT CENTER Date: 5 1 (6 1116 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383 -2422 253/383.2572 FAX ) Project 4A.pe WoFIG No. � �j D ° 5 • 7 ' 0 Subject Phone With/To Fax # Address # Faxed Pages �r if this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. Page of 15. LJ Calculations Q Fax ❑ Memorandum 0 Meeting Minutes [� Telephone Memo AHBL NGINI 1 R`,•V'I ANN/ RS Date: Copies to: 15 5 k-- RECEIVED C ITY, OF,'TUKWILA .MAY 2 8 1999 PERMIT CENTER 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383-2422 253/383-2572 FAX Project ° vPrrs Nog-r-6 Subject With/To Address # Faxed Pages C No. 5 .24) Phone Fax# 111111s does not meet with your understanding, please contact us in writing within seven days: THANK YOU. ❑ Page of VC , ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo AHBL F {, ,.{•I ANNE RS 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383-2422 253/383 -2572 FAX Project SP C Subject With/To Address # Faxed Pages 15 (vs PIdF is IV ° P-*4 lea PI P (2) SIDES 's ! No. / Q ° Is.. ❑ Page 4 of \ S Phone • ® Calculations Fax # ❑ Fax El Memorandum ❑ Meeting Minutes ❑ Telephone Memo oR I Z 1 r Ft2-O M WA-14. V h G •(b.)4IMF G420 X 1 2-111 e 2x4 - 131,oG14N40 Prtz .bET IL..Q-1 &oN r °..' VE2IF`( OL,e2 - LNG fS.. IN ,HD IN cS:ro4D 1 N�) . n0,N . 57 P Ne -1° 7° P.,. ...... '1 6 MP 'Hr5 20 . oVEg C srn G6e 10.1 514°2f w. 1 ro use Ho A •D wa y, VF F- M► 11 (2) 2)c STUPS � RECEIVED CITY OF TUKWII-A MAY 2 8 1998 PERMIT CENTER It this does not meet with your understanding, please contact us in writing within seven days, THANK YOU. Date: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX 2 ., Project SAFF \yo No. IS °lS. Subject Phone With/To Fax # Address # Faxed Pages rt L (ht E( � 7R f 1435P . 397Sit 4- 1/4 Z2e4; ❑ Page % of © Calculations ❑ Fax . [] Memorandum ❑ Meeting. Minutes ❑ Telephone Memo. yTtyi►P G1.6 T° 6• U'/ 4K6 . 3l4 11 0e 2 1 - 111o / / 64-) v ✓7 o/ 13,k,T:.. tv/ir9. [2X ;,FL) ,! ') .tbdQ.4 '1- h ... 1go #'Ifst;t. ... .alt < 700; N #ED To 'SITZ;.p 1 ro. 4xk fQ P- S -tip 5Pl,tcE irr 03L t'P I 6tkr .11G r (Z) S co► P Nis to 3c. Guy roo 0,1 (4461 P)(17,) ( -2-7B( 7-)(5.0 S RECEIVED CITY OF TUKWILA - = Q . No or MAY 281998 PERMIT CENTER If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. r AHBL F N(.INF f R i•f'l ANNE RS Dater 5(?.o(g4� L ►t�� U t .ot.ji- Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383 -2572 FAX N r Project e J i- F F \ ■1 ° F kb No. 15 ` J s . Subject Phone With/To Fax # Address 41 .111 d. 4Le.i4r tV1 Govt. . : 41.'0 44 X1,43) ?551.x Pt-IL er # Faxed Pages Jt9AD tN rtEp -6 Norl fNat.:.. E Page ( of t ® Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo R ECEIVED CE F . TUKWILA .MAY 2 1998 PERMIT CENTER By: -'� 5 5 Ntr A -. ?off' ' t;' ha. ecTi r ... 5 . \VIPt boot) Forz (5)1111? eaoo 13 o rt r in m surer t ►�P� 4151" rf : 1 RECEIVED CITY OF TUKWILA MAY 28 1998 PERMIT CENTER AHBL E N(.INF F RS •F'I ANNE RS 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383 -2572 FAX C: 0 Project SP -F t< \V • 0- 144 No. I `l? °15. 70 Subject Phone With/To Fax # Address ft Faxed Pages cittir evrvv 4 2 (I piL 1L(,- ❑ Page of IS © Calculations ❑ Fax [] Memorandum [] Meeting Minutes ❑ Telephone Memo If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. V ( Ov p P °r' E NC,INF F RS•F'LANNF RS Copies to: (-._ i. p Project 5A � \V o rZ 4 No. o 0 1 , Z0 [] Page U _ of F , Subject Phone Calculations With/To Fax # El Fax 0 Memorandum Address # Faxed Pages ❑ Meeting Minutes E Telephone Memo Ito Cr& U '/ 1 IC)4 1. = i ( 113 )07 ; 37 2 FLF d>< 00 P tf c) J� 142P1' ( / of o) ')(5;p? 114 °_: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX tf this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. [ N(,INI I It ,aF'I ANN! Ft5 Project S P* fit; \ o No. q n 0' S • 20 Subject Phone With/To Fax # Address # Faxed Pages ❑ Page I of 15 ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo RECEIVED CITY; OF TUKWILA MAY 2 1998 PERMIT CENTER 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383-2572 FAX It this does not meet with your understanding, please contact us in writing within seven days..THANK YOU, . r 98095.20 SAFE WORKS Eccentric loads Length of Pier (ft) 2 .: Trib Length to Pier (ft) Framing Span (ft) ' eccentricity (In) 0` Dead Load (psf)... Live Load (psf) • Applied Moments @ Ends due to Lateral Loads Moment @ Roof (ft-K) "' Moment @ Base (ft-K) Uniform Horizontal Loads Seismic (Ksf) 0.035 Wind (Ksf) 0.032 Wind (psi) Wall Parameters fc' of concrete (Ksi) 3 Fy of reinforcing bar (Ksi) E Wall height (ft) Parapet height (ft) Actual wall thickness (in) 5.50 reveal depth (in) Structural wall thickness (in) 5.50 Distance to Centriod of Bar (in) 2.75 Bar size (1) or (2) layers of reinforcing Bar spacing (in) EQ (psf) = 35.0 Effective Load Length to Pier = DL Moment (ft-K/ft) = LL Moment (ft-K/ft) _ DL (Kit) = LL (Kit) _ Wall DL mid- height (Kit) = 0.000 0.000 0.000 EQ Wind 32.0 PANEL DESIGN BRACED AT MIDHEIGHT Ec = 3.12E +06 n= 9.29 k= 0.284 EQ 0.245 K/ft p = 0.85 J Wind 0.224 K/ft Ig = 168.38 Icr = 9.11 Ag = 66 Asmin = 0.2200 As>Asmin As = 0.2000 more steel p = 0.0061 p < 0.6pb 0.6pb = 0.0128 okay pmin = 0.0033 okay P -A design limitations per UBC 1914.8.2 = Mcr = 1.38 Load Case #1 U = 1.4 DL + 1.7 LL Load Case #2 U = 0.75(1.4 DL + 1.7 LL + 1.7 W) Load Case #3 U =0.9DL +1.3W Load Case #2 EQ U = 0.75(1.4 DL + 1.7 LL + 1.87 EQ) Load Case #3 EQ U = 0.9 DL + 1.43 W Load Ase Case Pu (K/ft) (in ^2) 4 a (in) Pu < 4) Pb (1) 4) Mn (in -K) 1 2.18 0.24 0.88 0.46 2 1.63 0,23 0.88 0.45 3 1.26 0.22 0.89 0.43 2 EQ 1.63 0.23 0.88 0.45 3 EQ 1,26 0.22 0.89 0.43 NOTES: (1) If "NG" compression controls, increase structural wall width. (2) If "NG" under reinforced, increase rebar size or decrease spacing. okay okay okay okay okay Moimax = 0.000 ft-K/ft MLLmax = 0.000 ft -K/ft Crib len to pie 31.35 30.44 29.81 30.44 29.81 5.00 0.000 0.000 0.065 0.125 1.34 DL Moment (ft -K/ft) LL Moment (ft -K/ft) Applied M (ft -K/ft) 0.245 K/ft 0.224 K/ft 0.000 Applied Moment (ft-K/ft) Service A = 0.059 Allow Service A = 4)Pb = Mu Mu(4)Mn (in -K) (2) 0.00 okay 12.11 okay 12.28 okay 14.48 okay 14.77 okay length of pier spandrel length of pier Actual Allowable a (psi) a (psi) 23.2 120.0 okay ft -K in 1.120 in okay 21.23 (K/ft) Ultimate A (in) 0.000 0.069 0.069 0.082 0.084 o o S ft \1 ot4L \vk r Eb c H(ISPAfs Plan View Andy Pflueger 3/19/98' NOTE ON T APPL to /(s RECEIVED CITY OF TUKWILA MAY 281998 PERMIT CENTER • ' Y 98095.20' SAFE WORKS FORCES ON ELEMENTS- CONCRETE TILT UP WALLS WIND LOAD WIND WALL HT (8) 28 WIND EXPOSURE FROM (FT) 0.00 15.00 20.00 25.00 28.00 0.00 SEISMIC LOAD SEISMIC ZONE Ip 1.00 Cp 0.75 z 0.3 LOAD TO PIER AXIAL LOADS TO (FT) 15.00 20.00 25.00 28.00 0.00 0.00 wall height (ft) 28 PIER WIDTH (ft) HEIGHT of DOOR (ft) 2 . 5 4 OPENING WIDTH (ft) depth of spandrel (ft) 22 HECK AXIAL STRESS SVC LOAD STRESS LESS THAN .04 Fc BASIC WIND SPEED (mph) WALL ELEMENT or METHOD TWO7 > >.WACL E:EMENT : EXP. B 0.62 0.87 0.72 0.78 0.84 0.95 WALL HT (ft) Importance factor 1.00 unbraced wall, PARAPET, EXTERIOR wall, INTERIOR wall, or mas or concrete FENCE OCOEtIOfi : SELTIDN (S IN{ N�e0 TD I t3 4‘GED ,. f�T f t IDS ('A.14 qs (psf) 18.40 Cq 1.20 IW 1.00 JOIST SPAN (ft) 4 4 4 4 TILTUP LOADS PIER 1 IMPORTANCE FACTOR wind pressure (psi) 1220 13.19 14.17 14.98 18.53 18.70 WALL THICK (In) • 35 WT OF CONC (pcf) 150 WP (Pc) 88.75 SEISMIC LOAD (psi) 15.47 WALL THICK. (in) 5.5 WIND LOAD (psi) 28.18 SEISMIC LOAD (psf) 31.18 LOAD to pier (psi) 31.18 SEISMIC WALL THICK (In) 5.5 OK OK OK OK M MAX (ft fl) 1031.04 37.01 13.88 0,38 0.00 0.00 SUM 108228 WALL THICK (in) 34 WT OF CONC (pcf) 1 WP (Pd) 88.75 SEISMIC LOAD fps!) 15.47 WALL THICK (n) 5.5 WIND LOAD (psi) 28.18 SEISMIC LOAD (psi) 31.18 LOAD to pier (psf) 31.18 SEISMIC EO WIND PRES (pit1i 1 12.81 WALLTHICK (In) WP (Pd) 88.75 SEISMIC LOAD (psf) WT OF CONC (pcf) 1 15.47 WALL THICK. (in) 5.5 WIND LOAD (psf) 28.18 SEISMIC LOAD (pat) 31.18 LOAD to pier (psi) 31.18 SEISMIC DEAD LOAD (psi) 10 LIVE LOAD (psf) .. .. LOADS /.85 to take into account concentrated loads directly above peirs DL 11.78 LL 29.41 LOAD into PIER DL 25.88 LL 84.71 JOIST SPAN (ft) 4 .............. 4 4 DEAD 52 52 52 52 UNIFORM LOAD (p11) LIVE 129 129 129 129 DL of spandrel (p11) 2340 JOIST SPAN (0) 4 4 4 4 WALL THICK (in) 5.5 TOTAL DEAD 1124 1124 1124 1124 WALL THICK. (in) WALL THICK. (in) 5.5 5.5 TOTAL DEAD 1124 1124 1124 1124 TOTAL DEAD 1124 1124 1124 1124 WALL THICK. (in) WALL THICK (In) 5.5 5.5 OK OK OK OK OK OK OK OK Andy Pflueger 3119/98 (( RECEIVED CITY OF TUKWILA MAY 2 8 1998 PERMIT CENTER AHBL F NGI N E F. RS•P( A N N E RS Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383 -2572 FAX 1 . �P N °1 Project Subject With/To Address Hares : Go 4 SkaLt. N °TI > NGI NEER o gee - 1 °1 2 - D oP PI5G Pt•IC -I ES 15 Tw gEt- t1415 PLAN 4P117 me 1:X15'ClNls D1-Pb PR-V12- Tt, Co NIS112 -UCTI °IN suMP MST t:o Op 'ro IN FtDZA PST BND OF 0" wAl.. Pei' \i Nrrz To Vezipt_1111 . Y . Ar sHrEs orsE S1t:E (7-7S1MP CSW x►2 1 - � 2x4 IvLeC.t'-INI- pgp- STRAP $1X6-TD w/ stMr 4 rS Zo NIPtL THROUGH CS'STQpp.s wl lbd S-koRT No1LS t) Hob 4 aT EA I:ND of WPw r� . 1- 0M11 To YFtztF'! V2J (L srMP Hrs 20 Tor It. To'1-xto (2? s. Imp M5TA 3b G12 To tor ft _ty WINO :NV I ZV fiYp • PLF. AKCI}. Ix KT! No. Phone Fax #t # Faxed Pages g no1 s . ► ........... GI,P� 's1RAr SPUGFS I►� ToP F15TA3to As h;m gEq'n G LE Vp GI.S LoNTt2., To Vsiaz1t = Y • tat. oe—elitNNG . tS iNt AhNID oOD GoND111 0 N . PE N -4 \ 5r2AP 5P LIG& 5 pJ s t� R W l 4 � c Nsrp3 (,= s I11P St 22 6(.6 to 4 t. ❑ Page I z of t 5 © Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo 51M P STZ2 pP p {-A' RECEIVED itfetzoK ov .CITY OF TUKWILA MAY 2 8 1898 If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. PERMIT CENTER AHBL F NGINE F RS•F'I ANNE PS Date: *c Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX Project S A 1V e 2k r No. 1 Subject Phone With/To Fax # Address # Faxed Pages C ❑ Page of J Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo 1 1 / �x(�irING axo r .. EiLoc*J34l� e - L / . 1-1 - oc.. 5IMP 47 . .2 - 61)-0 t of .� •TYL Zx 6 ��oGl� WO 1 Dridt&N t r (v ;,r t1 If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. RECEIVED CITY: OF TUKWILA MAY 2 8 1999 PERMIT CENTER SIMPSON HDA HOL-DOWN SEE PLAN 15 54 "0 M15-14D2A 1 4" 0 MB -H05A lb"0 MB -HD6A '4 "0 MB -HDBA 16"0 HDIOA 1 "0 HD204, 1V44 "0 HDIS r -HD2A 1I" -HDSA 12" -HD6A 12" -HDBA 12 " -HDIOA 14 " -HD20A 14" -HDIS BOLT HEAD W/ WASHER NO SCALE EMBEDDED ANCHOR SEA -r I O� CZ) 2x6 FULL HGT STUDS CbNTp. (2) 5 45"0 MB -HD2A (2)'/4 "0 1115-HG5A (2)16 "0 MB -HD6A (3) 1b "0 MB -HDBA (4) lb "0 HDIOA (4) I" 0 H020A (5) 1" 0 HDi5 'b "0 THRD ROD -HD2A 3 4 "0 THRD ROD -14D54 lb"0 THRD ROD -H08A lb "0 HD6A = 1 4 "0 HD104 I'4 °0 HD20A II/4"0 14015 8" -HD2A 10" -HDSA I2" -HD6A 12" -HDSA 12 " -HDIOA 14 " -HD20A I4" -HDIS fl EPOxY OPTION �--- HILTI MY -I50 U EPOx1• • -114- 1{00) -HD2A 13 "0 -HDSA I5 /II( "0 -HD6A • 15/16 "0 -HDBA j Re "0 HD10A I -3/8 "0 14020A 1- 3/8"0 140I5 CITY RECEIVED MAY 2 :8 1998 PERMIT CENTER • 5' rRAp . Nf? /L /A/4 . pg,/ . 1 1 , zmv "TJ L 2x 4 3/04 /crN4 ps 'VA /4.1NC') ;PGAn/ Pfl- /.. (z) p Cs 20 GTR'APS PER PLAN/ i M r o Exr� r�r BLQCk•ING.. NAIL A. 5'(�C.!�P d `0 1 2 " .�/ g Q Ed I ��` � iiCCEID . • i/4 '/-• :ITY s TU MAY 2 8 1998 PERMIT CENTER TUKWILA MUNICIPAL CODE Chapter 14.06 BACKFLOW PREVENTION DEVICES Sections: 14.06.010 14.06.020 14.06.030 14.06.040 14.06.050 14.06.060 14.06.070 14.06.010 Definitions. (a) "Backflow" means a flow, other than the intended direction of flow, of any foreign liquids, gases or substances into the distribution system of a public water supply. (b) "Backflow prevention device" means a device approved by the State Department of Social and Health Services or such other State department as shall have jurisdiction over the subject matter, and by the American Water Works Association, used to counteract back pressure or prevent back siphonage into the distribution system of a public water supply. (c) "Cross - connection" means any physical arrangement whereby a public water supply is connected, directly or indirectly, with any other water supply system, sewer, drain, conduit, pool, storage reservoir, plumbing fixture or other device which contains or may contain contaminated water, sewage or other wastes or liquids of unknown or unsafe quality, which may be capable of imparting contamination to a public water supply as a result of backflow. (Ord. 951 §1(parr), 1975) 14.06.020 Cross - connections declared unlawful. The installation or maintenance of a cross - connection, which in the opinion of the Public Works Director or any staff member that he designates who is qualified in the protection of municipal water quality will endanger the water quality of the potable water supply of the City, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.030 Backflow prevention devices to be installed. Backflow prevention devices, when required to be installed in the opinion of the Public Works Director or his designated representative, shall be installed and maintained by the service customer on any service connection to the City's water supply system where 14-8 Definitions. Cross - connections declared unlawful. Backflow prevention devices to be installed. Regulation of private water supplies. Adoption of State regulations. Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedures. Penalties. said backflow prevention devices are necessary for the protection of the City's water supply. (Ord. 951 §1(parr), 1975) 14.06.040 Regulation of private water supplies. Use or operation of a private water supply system, contrary to the provisions of the ordinances of the City, or the laws of the State, or the rules and regulations of the State Board of Health regarding public water supplies where said private system is served by the City public water supply, is unlawful. (Ord. 951 §1(part), 1975) 14.06.050 Adoption of State regulations. Rules and regulations of the State Board of Health regarding public water supplies, entitled "Cross - Connection Control Regulation in Washington State" WAC 248 -54 -250 through WAC 24854-500, and the American Water Works Association, Pacific Northwest Sections' Second Edition of "Accepted Procedure and Practice in Cross - Connection Manual" as they presently exist and as they may, from time to time, be amended in the future, are adopted by this reference as if set forth in full. (Ord. 951 §1(parr), 1975) 14.06.060 Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedure. Cross - connections declared in this chapter to be unlawful, whether presently existing or hereinafter installed and /or services requiring backflow prevention devices and /or unlawful use or operation of a private water supply system served by the City public water supply system are public nuisances, and in addition to any other provisions of this code or the ordinances of the City where abatement of public nuisances shall be subject to abatement in accordance with the following procedure: (1) In the event that the Public Works Director determines that a nuisance as herein provided does exist, written notice shall be sent to the person in whose name the water service is established under the records of the City water department, or alternatively, a copy of such written notice shall be posted on the premises served. (2) The notice shall provide that the nuisance described herein shall be corrected within 30 days of the date said notice is mailed or posted on the premises. (3) In the event said nuisance is not abated within the prescribed time, water service to said premises shall be discontinued. (4) In the event that the nuisance, in the opinion of the Public Works Director or his designated representative, presents an immediate danger of contamination to the public water supply, service from the City water supply system to the premises may be Printed October 10, 1997 FIRE SPRINKLER VAULT. The fire sprinkler vault will conform with these Standards and the drawing in the City's Standard Plans. EXCEPTIONS. Any exceptions to items covered by this chapter shall be made - by the Chief of the Fire Department and the officer in charge of the fire prevention bureau of the Fire Department and the City Engineer. Such exceptions must be in writing. W.3.6 CROSS CONNECTIONS AND BACKFLOW PREVENTION W.4.0 CONSTRUCTION The installation or maintenance of a cross - connection, which, in the opinion of the City Engineer, will endanger the water quality of the potable water supply of the City, is unlawful. Backflow prevention devices shall be installed and maintained by the service customer on any service connection to the City's water supply system, where said backflow prevention devices are recommended by the AWWA standards, the UPC, or the American Backflow Prevention Association. The City shall make the final determination as to the type of backflow protection required. All backflow devices are to be certified by a DOH certified backflow tester. Results of the certification shall be delivered to the City Water Department. All backflow devices are to be in accordance with the AWWA "Accepted Procedure and Practice in Cross Connection Control Manual ". All work performed in the construction of water systems shall be done only in accordance with City approved plans. The Contractor is required to maintain a set of approved plans and permits on the job site whenever work is being accomplished. Record drawings (see definitions) for public water systems, will be required at the completion of the project and prior to final acceptance. All work is to be performed in accordance with all applicable Federal, State and Local safety laws. W -14 • 01 1908 MATERIAL LISTING; 1. 3/4" SHACKLE ROOS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPeER OR BRONZE BYPASS WITH AN APPROVED DCVA. 7, .3/4 WATER METER. 8. APPROVED DDCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 9. 10 ", 8 ", 6" OR 4" COUPLING ADAPTER, FL 10. 10 ", 8 ", 6" OR 4'FL•PE 0.1. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ", 8', 6" OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" O.I. CLASS 52 PIPE FL•FL 16. 4" OR 6" 90' BEND, FL 17. 4" OR 6" D.I. CLASS 52 PIPE, FL•FL 18. 6' 90' BEND, FL 19. UL LISTED 5" STORTZ CONNECTION WITH .30 OR 45 DEGREE ELBOW. 20. 6" O.I. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL 21. 6" 90' BEND FL 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPUANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT. CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4''4' OR TWO 3'•3' STEEL HINGED DOORS. City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE.a �. DATE: 1 1 /22/96 WS -1 1 NOTE wa M ardrOV ONowe,iiass / t /. / /cam/ ./4 / i 12' MIN. 12' MIN. PLAN VIEW ............. 6' MIN. COMPACTED FOUNDATION GRAVEL UNDER VAULT 1 END VIEW C N 50' OF HYDRANT 12' MIN. ELBOW DOWN 36' -48' / 30' -45' BEND TO BUILDING SIDE VIEW NOTES: 1. DESIGN FOR 4" THRU 10' DDCV. 2, SEE ATTACHED NOTES AND MATERIAL LISTING. City of Tukwila DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Not to wale. DATE: 11/26/96 WS -11 Rib POIMMORIMMIIM.461•1 TO: FROM: DATE: SUBJECT: JJS /tkf City of Tukwila Department of Public Works Permit Center Public Works Engineering Julyll,1998 Safeworks, LLC 365 Upland Drive Permit Number: D98 -0180 Contact Person: Daniel Mulvihill Phone: (253) 362 -7227 Fire Loop (DDCVA Only) NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY24 1998: Two copies of the confirmed Utility Permit Application and plans are attached forr inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE $25.00 TOTAL: $25.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 07/20/98 { 11:15 a 2063627227 DATE: 7.20 -98 JOB: SafeWorks D98 -0180 TO: City of Tukwila TOTAL PAGES SENT: AT7'N.: Kelcie Peterson INC. THIS PAGE FAX ii 206 -431 -3665 FROM: DANIEL MULVII11I J. WE ARE SENDING: COMMENTS: PHONE if 431 -3672 1) copy of Simmons work Sumnraly letter dated 7 -10 -98 1) copy of Simmons Double check valve proposal dated 6 -23 -98 • J.Simrions Constr P.01 I have had difficulty getting response from the 'Tukwila Department of Public Works and the Fire Department, in regard to approval of our double check valve project. We have submitted for approval 2 different times and have been rejected for reasons that are without foundation. In the mean time your department will not issue our building permit for unrelated work. I would like to propose an option that would work for all parties. Issue our building permit with the stipulation that we will not be able to get our final inspection until after the work on the check valve is completed and inspected. As you can see SafeWorks has contracted Simmons Construction to do this work. This would allow Simmons construction to proceed with work while we iron out the details on the check valve project. Further delays in obtaining our building permit would inflict further hardships on SafeWorks. Please call me so we can iron out these problems and get SafeWorks moved into their new facility. DANIEL MULVII'lILL 11//6./! 3223 NE. 125'111 STREET P.O, BOX 27089 SEATTLE, WA 98125 PHONE: 2011 -362 -7227 FAX: 206.362 -0118 JOSEPSS 153 J Cr,) OF TUKWItA JUL 2 0 1998 PERMIT CENTER b16-018o July 10, 1998 07/20/98 11:16 SafeWorks Tom Cross 23307 66th Ave. South Kent, WA 98032 Re: Work summary (exhibit A) Dear Tom: a 2063627227 J.Sinmons Constr You have asked for various prices,for work at your new building at 365 Upland Drive. I have updated this summary to include all the work you asked for including the various changes requested. The summary for our contract is as follows: 1) New asphalt ramp to the building. $ 9,267. 2) The tenant improvements to the West and East offices $119,919. See exhibit 'B' West and East TI letter dated 7 -10 -98 3) The tenant improvements for the South office $ 10,388. See exhibit 'G' proposal for South office dated 7 -7 -98 4) The new double check valve for the fire sprinklers $ 20,673. See exhibit 'C' Simmons letter dated 6 -23 -98 5) New electrical service and panel distribution $ 55,593. See exhibit 'D' Modular proposal dated 6 -15 -98 6) Wiring for equipment for the branch. $ 11,237. See exhibit 'E' Modular proposal dated 6 -15 -98 7) Simmons work In the warehouse. $ 18,695. Equipment drain, Walls for the welding area. Create openings in demising wall. See exhibit 'F' Simmons work letter dated 7 -6 -98 8) change 2) doors near ramp to 1) 20 ft wide door. $ 2,500. This assumes that the center post does not support the building. The total amount not to exceed, before sales tax Is: $248,272. This is the revised scope of work as I understand it. If you need any more information please let me know. Sincerely yours, Daniel Mulvihill 3223 NE 125TH STREE n 0. 10X 27089 SEA71LE, WA 98125 (20G) 302.7227 FAX (200) 302.0118 0418 JOSFPSS 153 JO P.02 JOSEPH S. SIMMONS CONSTRUCTION INC. RECEIVED Crry OF TUKWILA JUL 2 0 1998 PERMIT CENTER July 9, 1998 Mr. Dan Mulvihill P.O. Box 27089 Seattle, Washington 98125 Dear Mr. Mulvihill: SUBJECT: This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Pubic Works Division. At this time the Building Division, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, -fry Kelcie J.7'eterson Permit Coordinator Enclosures File: D98 -0180 City of Tukwila Department of Community Development CORRECTION LETTER #2 Development Permit Application Number D98 -0180 Safeworks, LLC 365 Upland Dr John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 6, 1998 PROJECT: SAFEWORKS, LLC PERMIT NO D98 -0180 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1. The proposed DDCVA shall be a 10" Washington State Health Department approved device. Please note that 10" Febco model 856 is not on the 1998 list DDCVA approved for installation in Washington State. Please refer to Tukwila Fire Dept plan review comment letter for any other required revisions. June 23, 1998 07/20/98 11:16 SafeWorks Dave Gambini 23307 66th Ave. South Kent, WA 98032 RE: Double Check Valve (Exhibit C) Dear Dave: X 2063627227 The City of Tukwila has made a stipulation for on their Building permit that the existing single check valve for the fire sprinkler system be replaced with a Double detector check valve assembly. The scope of work must be established and approved before we can get our permit. The scope of work is as follows: Prepare and submit drawings for work to be completed. Sawcut and remove asphalt in area of existing vault. Remove existing 8" singlecheck valve & vault Install new vault and 8" DDCVA Reuse or replace existing PIV and FDC port if necessary. Backfill with native soil. Patch asphalt, extruded curb and replace sod. The cost for this work before sales tax is: If you have any questions please call me. Sincerely yours, Daniel Mulvihill $20,673. 3223 NE 1267/1 STREET, n, 0. 130X 27089 SEATTLE, WA 98126 (206) 362.7227 fAX (206) 362 -0118 JOSEPSS 1b3 JD J.Simmons Constr P.03 JOSEPH S. SIMMONS CONSTRUCTION I NC. RECEIVED CITY OF TUKWILA JUL 2.0 1998 PERMIT CENTER June 15, 1998 Mr. Daniel Mulvihill P.O. Box 27089 Seattle, Washington 98125 Dear Mr. Mulvihill: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0180 Safeworks, LLC 365 Upland Dr This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Division, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Person Permit Coordinator Enclosures File: D98 -0180 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 'PUBLIC WORKS DEPARTMENT COMMENTS June 5, _1998 PROJECT: SAFEWORKS, LLC PERMIT NO: V J PLAN REVIEWER: Contact Joanna Spencer at (206) 433- 0179, if you have any questions regarding the following comments. 1: The existing single check valve for the fire sprinkler system presently located inside the fire vault outside the building shall be replaced with Washington State Health Department approved Double Detector Check Valve Assembly. See attached Public Works detail WS -11. Please submit the appropriate plans and check with Mr Nick Olivas, Chief Tukwila Fire Department @ (206)433 -1859 regarding any additional requirements. ACTIVITY NUMBER: D98 -0180 DATE: 7 -1 -98 PROJECT NAME: SAFEWORKS Original Plan Submittal _xi Response to Correction Letter # Response to Incomplete Letter 1 Revision After Permit Is Issued DEPARTMENTS: DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete El Incomplete B mg Division FS Works r1- -Q4 TUES /THURS ROUTING: Routed by Staff \PR•ROUTE.DOC 6/98 �rGOM. PLAN EV EW ROUTIN SLIP X11 yl Fir Prevention Structural Please Route CORRECTION DETERMINATION: Approved E Approved with Conditions El n REVIEWERS INITIALS: (if routed by staff, make copy to master file and enter into Sierra) ►'iJ Planning�ivision lV�� Permit Coordinator DUE DATE: 7 -7 -98 Not Applicable Comments: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -4-98 Approved El Approved with Conditions Not Approved (attach comments) El qF, 16;1/0 REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) E REVIEWERS INITIALS: DATE. ACTIVITY NUMBER: D98 -0180 PROJECT NAME: SAFEWORKS, LLC XX Original Plan Submittal Response to Correction Letter # DATE: 5 - 28 - 98 Response to Incomplete Letter Revision After Permit Is Issued ng Division -1 is �Vp 7 AMA In' Complete \PR.ROUTE.DOC 6/90 PL�A�� I SLIP TUES /THURS ROUTING: Please Route Fire Prevention tructur�' DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete ❑ Planning Division Permit Coordinat r Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 6 -2 -98 Not Applicable Comments: No further Review Required a REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 - 30 - 98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION. DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: REVISION SUBMITTAL DATE: 7 - 0 7 0 - 9 g PROJECT NAME: SUBMITTED TO: C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUMMARY: Le 1 PLAN CHECK/PERMIT NUMBER: I & - O t80 6a-(- orKS LLC PROJECT ADDRESS: 3(05 ( � I6n( r CONTACT PERSON: � � rn l� l lf�/ 1 /1 PHONE: 3662 360A ` Planning Re : 5irnnaiz + of ku6le Ze frL Ck.CK I�lV2 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA JUL 2 0 1998 PERMIT Qp utilc.Worksr. 3/19/96 C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: - 7/ J"rs PROJECT NAME: StAF 0 145 (-LC- PROJECT ADDRESS: 3C.S OR-AK° Qt.. CONTACT PERSON: 60.0 f aPKE REVISION SUMMARY: 4. ..c 4 Dou4ic G` 4 -tom 14i5C tte 1 Oki 'ii?. L h( SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: PLAN CHECK/PERMIT NUMBER: (Dqg -31- 51 J'4k .444A PHONE: 2 RECEIVED CITY OF TUKWILA JUL. 0 f 1998 11 3/19/96 C City of Tukwila Fire Department -lane 1 (IQ `, Fire Department Review . Control # NCi E) •. UI ek) Re: T.I. at Dear Sir: � J UP(.0 {nc( John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied; mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 C City of Tukwila Page number 2 Fire Department Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable fecharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W Rants, Mayor Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone.' (206) 5754404 • Fax' (206) 5754439 C City of Tukwila Fire Department Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler 'protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 1206) 5754404 • Fax (206) 5754139 Page number 5 City of Tukwila Fire Department requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame.spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the. adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Flre Chief Headquarters Station. 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Far (206) 5754439 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Yours truly, The Tukwila Fire Prevention Bureau • cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 Water closet, flush valve 10 8 (, vor coroo -rnv v0s vo re-.= coo 000 000c rxv Irxv p=ox on anovr Nonaesidential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684.1740. (Please print or type) Owner's Name a4t WOrkS. U. . C. Property Legal Address: 3&i Un F ( r1fr3 s \ - WE. Subdivision Name Tu.kWiia iN ratnoacvk. Pries. Lot # Subdiv, # Block # Property Street 3(06' UPL -PS• n K)f \v'E Address City, State, Zip T(A k w t LL A 56114. Owner's Phone Number (.26 ) 5 - e 535 or Property Contact Phone # ( ) Owner's Mailing Address: (if different from above) City or Sewer District Date of Connection Side Sewer Permit # X INC COUNTY Sc Wor-Rs LL C. p 3o� -4 (0 Ave. rcr -) Was Y r°, 632 S. A. Fixture Units ckk6 c& Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units / } Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 055 (Rev. 11196) 8s RCE White - King County Property Tax ID # 8 & 3 6 50 Building Name (if applicable) Party to be Billed (if different from owner) — Party's Mailing Address: (if different from property address) B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ A B 187 0 Date :5 zsL r'' Print Name of Owne Representative r�r'r /� Yellow - Local Sewer Agency Pink - Sewer Customer RCE C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF TUKWILA MAY 2 8 1998 RCE PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Representative / Signature of Owner/ 0 0 DEPARTMENT OF LABOR AND INnVSTRIES ). REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL JOSEPH S SIMMONS CONST. INC PO BOX 27089 SEATTLE WA 98125 Detach And Display Certificate REGISTERED AS PROVIDED BY AS I CONST CONT GENERAL Y REGIST. # EXP. DATE CCO1 JOSEPSS153JD 04/04/1999 EFFECTIVE DATE 04/04/1985 .. JOSEPH S SIMMONS CONST INC PO BOX 27089 SEATTLE WA 98125 Signature Issued by DEPARTMENT. OF LABOR AND INDUSTRIES Please Remove And Sign. Identification Card Before .. Placing In Billfold. GENERAL NOTES ALL WORK SHALL CONTOI'A WITH THE ISO) WASHINGTDN STATE BULLPENS CODE, Was 1NGTON STALE BARRIER-FREE STANDARDS. WASHINGTON LIAOE ENERGY CODE AND ALL GOVERNING JURISDICTIONS RULES. PRONANCES, ANO RESOVOP0NS. 2 THE CONTRACTOR SHALL CONSULT °LANS OI ALL TRADES AND CONSULTANTS, )NCI CONS DESIGN - -BUILD DOCUMENTS TO VERIFY SIZE LOCAE YIN, WEIGHT, POWER AND OTHER REQUIREMENTS CONTRACTOR SHALL PROVIDE TEMPORARY BRACING VON THE STRUCTURE AND STRUCLURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS A THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHOD'S, TECHNIOUES. - SEQUENCES OR PROCEDURES REQUIRED BY 'LIE GOVERNING JURISDICTIONS- .. THE CONTRACTOR SHALL VERIFY THE LCUAIONs OF ALL 011LI11ES AND PROTECT TEEN PROM DAxIAGE 6. ALL DEMOLISHED OR REMOVED MATERIALS .HALL. BE DISPOSED OF OFF STE H1 THE CONTRACTOR, LINLL SS NOTE') OTHERWISE AND IN A LLGAL MANNER. 7, PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THY UNIFORM FIRE CODE, VERIFY LOCATIONS WITH OWNER .IND THE GENERAL CONTRACTOR PRIOR 1O FRAMING. 8 ALL DIMENSIONS INDICATED ARE TO FACE OF SELLS, FACE OF STOREFRONT MULLION, OR FACE OF CONCRETE UNLESS OTHERWISE NO1110. 9 DO NOT SCALD THESE DRAWINGS FOR DIMENSIONS '0 VERIFY ALT DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION 'I DO NOT MOOED' THE WORK SHOWN EXCEPT WIT' WRITTEN INSTRUCTIONS FROM THE ARCHITECT. I2. RNPORT ALL ERRORS AND OMISSIONS TO ARCHITECT IMMEDIATELY. ANY WORK DONE BY CONTRACTOR AFTER DISCOVERY OF SUCH ERROR SHALL BE DONE AT CONTRACTORS RISK. TO THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OP THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE AIRCIII1EG AUTHORIZED REPRODUCTIONS MUST BEAR THE K' 'M` Of THE ARCH IECT, I4, ALL BIDDERS SEAL) VISIT SITE TO VERITY CONDITIONS, AND SHALL OBTAIN COMPLETE SETS OF THE MOST RESENT CONSTRUCTION DOCUMENTS BEFORE SUBMITTING BIDS. 1S. RACK STDRAG_, TIRE. SPRINKLERS, MECHANICAL MO ELECTRICAL UNDER SEPARATE PERMIT. LEGAL_ DESCRIPTION A PARCEL OF LAND BEING ALL OF LOT T, UPLAND WALLA, INDUSTRIAL PARK, KING COUNTY, STATE OE WASHINGTON AS RECORDED IN VOLUME 104 OF PLATS, PACES 8, 9, AND 1D, RECORDS OF SAD KING COUNTY. RECORDING NO 7708290789. NORTH VICINITY MAP D NORTH SAFEWORKS 3o RLNLRGNAA 2W&CMe+Lr 98Q (60 LWMOTNy 32T.ao ) A- 30 P441- 24FA p '0 I under Stan Ot INIT AT ONO „G /OOH SITE PLAN SCALE: '. = 50' SHEET INDEX 61.1 SITE PLAN A21 FIRST FLOOR PLAN 622 NOT USED A2.3 ENLARGED FLOOR PLANS A31 ELEVATIONS. WALL SECTION PROJECT TEAM \ OWNER CONTACT SAFEWORKS, I.LC 23307 68TH AVENUE SOUTH KENT, WASHINGTON 98032 CONTACT: TOM CROSS PHONE: (253) 520 -0535 FAX (25T 856 - DI 09 Mail= PACIFIC DESIGN GROUP- TACOMA P 225 TACOMA AVENUE SOLITL, TACOMA WASHINGTON 98402 CONTACT: CARL U050N PHONE: (253) 503 -6630 FAX: (253) 593 -6632 STRUCITERAI AHBL 2215 NORTH 30TH STREET TACOMA, WASHINGTON 98403 CONTACT: PAUL MCCORMICK PHONE: (253) 383 -2422 FAX: (253) 383 -2572 GERDES ENGINEERS INC 26055 ENGINEERS IT 260 SOUTH FIFTH STREET TACOMA, WASHINGTON 98402 CONTACT: GENE W'ENTWORTIH PHONE- (253) 383 -2544 FAX: (253) 272 -5846 JOSEPH SIMMONS CONSTRUCTION P.O. PDX 27089 SEATTLE, WASHINGTON 98125 CONTACT: DAN MULZIHILL PHONE: (206) 3 -7227 FAX: 7206) 362 -0118 SEPARATE PERMIT REQUIRED FOR ❑ MECHANICAL ❑ ELECTRICAL_ (] PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION F Plan Check DON'T, ARCHITECTURE / / PLANNING INTERIOR DESIGN TACOMA. WASHINGTON SPOKANE. WASHINGTON 438 JAMES H. CARTING STATE OF WASH,NOTON NOTE CONTRACTOR UFO FERRO ANC COARNNAIE THE SIERSKWS AN7 RIMS WONG ILL WARES PRO 10 PROCEEDING WITH IIli WORK MR STEEL EDIFY IA IACNIRCI D LAY ORDREPANDES CR VARNOONS FWD 00106160 SHORN. WRITTEN DEEM SRC. NW) PRCEDENCE OVFRSCW.EO DIMENSIONS. THESE SOAKS 60 IRE ROPERS OF PASTE EEO GULP, P5. ALL DRAWINGS, DESIGNS AND OTHER NFORIMTIDR ON IRE OAMNGS RE FOR IA[ ON IN REELED PRO0CI SET WA SEAL NOT BE USED OIHERd15E WITHOUT THE EXPRESS ORTEN PERMISSION OF NOTE DESCN GPWP - GROOVE PS. ARLNIICC.` ALCEPIS NO LASER AND BALL RE LISD RENEE FIRM AN' RETH)MRABIUIY FOR IWMAGES RESOLING FROM REVISIONS, CHANGES OR WMPIKWNS TO IHISE DRAWINGS. RESESTE RED AREHITECT : F James H. Castino Prncipal 225 Tacoma Avenue South Tacoma, WONSIRDlon 98402 Phone: (253) 593 -6630 Fax: (253) 593 -6632 AM.. office in Spokane. WA %REFS: POG -BOR -- DRAWN Bf c91 ____ DATE PLOTTED:5/25/98. PRNECT 60.98010 FB.E WE: 0106) -T1RE OS[ PIM SHED NO Al .1 COPYRIGHT 1998 5 DOCUMENT IS E oROPERiY OP cr ALL O Ano GRODP T P.S. OS DOCUMENT O MN L L OR ANV PORPOU OF DOS LE.. AND RMISSON ,S IuEGU. aD Pu�ulr<eiEl WOVEN PE LAW. OFFICE AREA REST OFFICES TIRSE FLOOR OFFICES 4,8E4 sl i SECOND FLOOR OFTA;ES 4,098 0 WEST (FACES TOIAA AREA :H,560 si q= s - -1 01111NG AREA AREA OFFICES IO/57 0 OPERATIONS 48,950 MAO Bum AREA 59 7117 sl F %I 238 I ' ]% i- EXIST. WO u :1 ' � TO RERAN I .0512.-11/01 I E%6T, OFFICE TO REIWN I TO REAM t - - _ - _ EX62.O a Om- _.- -' ' TO REMAN ' t - 1 ) 1 - otso 236 0 92 -0 50' - F C 50 -0 50 -0' 50' FONT. FABRICATOR Rea TO RERAN PROPOSED RAMP `„_ (SEPARATE PERMIT) 9-0 c \ — ■Q) sI LS 360 50 W L !C , LAOS • EASL SHOP TO RE1WN FAST WARFHO AREA'. TO REMMN TO REMAIN TO REE/MAIN GJ A- oP0 CPI 50'W (1 1; 0-10101 0, [ 1F G0 J11 Z 3 1998 FIRST ,FLOOR PLAN SCALE 1 /16 "i = 1 0 CTfY O FENK,MV' MAd 2 8 1■99 ?SRO OEMER ARCHITECTURE - PLANNING IN'ERIOR DESIGN T ACOMA. WASHINGTON SPOKANE WASSHI'GOON O .1. Q _y Na P 5— ■(1'C. `CAI A TOR SRALI 6FIF1 AND TIERONAIE !CE OMENAONS AND NIDE. FARO RARO Al CSA'NAIES PROR 10 /90010IC ANN F.N. ACER AND SIAI 0110 IRE ARENIECI IT AAP DYREPAEEES :.W'UAUIONS TRAM 2590095 SIOTA. KERN OIR]SONS .INI MR REE1 :DO:OE 010000ED DIAENGDNS. ONES ,AAAGNIEE RAE HE PROFEA R OE EROITO DESIGN MP. PS ALL COORS. DESIGNS AND OWED INFORMATION ON DIE I RANALS ARE FON 50 CA HE SPECIFIED -00001 ONLY AND .TOOT NOI TO USID O /HORNS[ AIINOUI HE EXPRESS APII TEAIISFAE, OE PRIG NESSE GIMP - IWWA PS AWItl C' ODES NO MID AND 1I1415 FE MELD OGRES :EDT{ AN H FOM9D'dl2Y FOR OAMAGES NLSUEI NC FROM IFS NEvIAIONS, EkAN CR'OPTONS 10 THESE CREASES. e I REGISTERED . HCHITEOT ' JAMES H. ASH 'STARE OF W ASHINGTON James H. Cacti no Pypopel 225 Tacoma A South Tacoma, Washington 98402 Phone: (253) 593 -6630 Fax: (253) 593 -6632 ANNA. office in Spokane. WA %REFS. PIx -BDR, 0104,1 DRAWN BY cal DATE PLORE0: 5/26/98 ' PROJECT 00.:96010 fll.E(02 0- 01562 -0(85 _....._._..___- 11 [1000 PUN S-IEET NO A2.1 COPYRIGHT 19981 DOCPMENT IS THE PROPERTY c OF VNT UM l S ILLEGAL E AND px UW. 701001 PAR1111GN1 0E80 EXIST. LAV - - -' -�. 11100 EXIST. TOILET, RE -U1L AS SHOWN - -� L_ . c ENLARGED FLOOR PLAN, TOILETS 0 4. s. 1I N— DEMO. EXIST. S%8 GWB OVER CLOSET 3 -1/2" MIL j' % , SUDS .i / ce etb cc. .___ IST. - R COUNTER / i REVERSE DOOR SWING L 1X51. DOOR & WALL -- SEE ENLARGED FLOOR P,AN ABOVE. '1 CPT EXIST. e� PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = 1' -0 SCALE: 1/8" = 1' -0 P -LAY N'MF_COT, IYP. TOILET PAPER CISPE•SFR / WALK -OFF �.- MAT Dga•oiao REMOVE DOOR, INEILL EXIST. OPENING _ CUT 0708120 IN EXISE. WALL RE -USE EXIST. DOOR S EXI EXIST. WALL 10 BE REMOVED. " SEE 510101UNA1 FRAMING PLAN & DETAILS. (ernes. S •••• KNtp SLAVS. TOILET PAPER 01S1ENSER, 1YP REMOVE DOOR. WILL TIL EXIST. OPENING �- RUBBER BASE TYE DEMO EXIST. WALL & DOOR 0,y DEMO. EXIST. f ` WALL P -LAN NAN5COT, PAP. 18280 P LAM COUNTERTOP x/ P -LAM SELF -EDGE RU8515 5A60, pp TILE C �PT CABINET w/ 8 -LAM � '', COUNTERTOP -` " HIGH CUBICLE WALLS. 172' GWB OVER 3 -1/2 MTL, STUDS. (THIS AREA) E 05T. ii[! _ EXIST. STARS AND 010MPUIER 10,0041 - T0 BL�IEM0VE0. -_ J - TEMPER SLIDING CLASS I I DOOR 0000 RUBBER BASE, 1YP, RE -FRAME TO ACC0M00 NEW fL00R LEVEL - ot ill • iIA ,7111.4. _CPT\ I I ■ 1_ / CUT OPENING IN EXIST-WALL, / EXISTING WALL. INSTALL !ODOR k TO FLOOR RELOCATED RE -CITE ''TO BE REMOVED - $S7 PARTIAL SECOND FLOOR PLAN SCALE: 1/8 = 1' -0 P -0AM WAINSCOT 101011 PAPER DISPENSER, I•P INTERIOR ELEVATIONS SCALE: 1/8" = 1' -0" CUT OPENING IN EXIST. WM. INSTALL R LOCATED IRE -CITE. / cxKT Rcr PARTIAL FIRST FLOOR PLAN SCALE: 1/8 = 1' -0" ARCHITECTURE PLANNING INTERIOR DESIGN TACOMA, WASHINGTON SPOKANE, WASHINGTON 0 0 0 0 L O) t 0) X NM: /08190100 SAL VERIFY AND 510R0HAI[ INL NORM MD DETAILS AMPG AL DRAAtM PRIOR 10 PRU0CWO WITH OE WRX AK SPM1 MEP PE 901AO 0 MT 18201916 OR MAIMS IRON 0911I0NS 90809, WREN 98ASONS SIMI0 WE PRECEDENCE 0855CNED LNIi1NS1,0. USE DRAWINGS ARE THE PROPERTY OF KR 21509 DROOP, PS, ALL 0988905, DESIGNS AND OTHER INf09k10N ON THE DRAMS ARE FNt UR ON DIE SNORED PROM 010 AND 9V1L NOT Of USED OTHERWISE WITN0111NE EXPRESS AMEN PERN8SON Of KU DLS8N CROW - TWDNA P5. ARCHITECT 1CCE0IS NO LAIR MD SRI BE 0810 888215 FROM ANI 1151951B1I19 FOR WAGES RESULIINO TROY 018501 S, CANOES DR A5081005 TO RIIE5E DRAWINGS, Elf NAME OIO02 -3.0X0 SHEET NP, I REGISTERED ARCHITECT JAMES H. CA5TINO ATE OF WASHINGTON fJ "1' k 1o/ - ' 00011011, 4,2. James H. Castino Principal 225 Tacoma Avenue South Tacoma, Washington 98402 Phone: (253) 593 -6630 • Fax: (253) 593 -6632 ANMate °Nice in 6Pekans. WA XREFS: P08-'R, 01010 DRAWN EIY:mI - _ -- DATE 810RED:126/98_ ENLARGED RV MS, FIRST & 5E010 FLOOR A2.3 COPYRIGHT 1998 pp SL C MEN UP O F EPPOO Cilp WHON Wa14TENPPEXw95O+' 6 5LLEGAL AND PUNISHABLE DV LAW. 00 I' o EUS0 Boa I i t 1 II 1 nI II I i III 1851. ROOF CAP & FLASHD1G I ;A EXST. FURRED WALL I — 01107. 0041. 161.1 -01 DOLL A; / 1 GRIND CUT SMOOTH, PRIME 5 PAINT TO MATCH EXIST. AWY. STOREFRONT WIN TO MATCH EXIST. (665 5 -VALUE = 0 () — 1X6'- 1 I, r .ONO. TOPPING SLAB ENS PLTW'0 066FL00R EXIST NT EXIST ACETU50Cx SERINC GRIND CUT SMOOTH, PRIME & PANT TO MATCH EXIST. ALJM. STOREFRONT WIN 0 MATCH EXIST (MAN. U -VALUE = 0.6) ENS'. FURRED WALL EMT. CONC. NLT -UP WALL ��— EXIST. STAB ON GRADE TYPICAL OFFICE WALL SECTION SCALE: 1/2 = 1' -0 O " A 8 � 'X' 5 / " G D? > R 13 . NT. INSJL.Y 094 AS REED W/ PREADANT EVER :AOXER ROD CASH S'JE. ALUMINUM MIIL'J01 _10HON PER SPECS GIASS PER SECS STOREFRONT HEAD / JAMB SIM. O >CALA: 3 - - -0 _LASS PER SPECS "'JMINUM 611ETON SEC5T2' — PER SPECS 5014 SS 600010000 '6/ - 5E80A90 OVER 6ACRES .ROD EASE SIDE. I /2' 7'000 '4" 061 Pi 0/ 2 6 R'RRNO R -13 BA LYSOL STOREFRON1 SILL / JAMB SCALE: 3 _ 1 -0 —4 4' CUT WIN00W5 IN EXISTING CONCRETE WALL. TYPICAL CUT WINDOWS W EXISTING CONCRETE WALL TYPICAL WR TO 8E ALUM. STOREFRONT PTO MATCH E %15T, (MAX. 0 -W106 = 0.6) WEST ELEVATION SCALE: 1 /10" = 1' -0" C14 05 WIIA ,p M 0 149 PEWIT 0 6 4 6 - [ © 1 J naarigin ARCHITECTURE PLANNING INTERIOR DESIGN TACOMA. WASHINGTON SPOKANE. WASHING-0N ri fl36 REGISTERED JAMES H. CASTING STA E OF WASHINGTON 601) C ONRUC l2R SHN. VERIP ANO 0081814941 Rf 891X51110 610 DETNLE WIND Ph 068445 PRIOR 10 PROCIONi IA111 TIE CORM AND SIC NIP DE SORT OF )N! 05[*EPAXC6S CR VAMOS MDR C>OMXIORO HOW ODD (9EXAONS SE9EL AAVE PRECEDENCE MENDED BLIEDSO95. 1NESE 0R4W NCS ARE THE PFWER0OF PACIFIC OE50#' CROR. PS. 41 URARI400, DESIGNS NS OMER INEON99IION ON RE DPAWINOS ORE FOR USE CRUDE NICHED PROJECT 0111 AND SH4L 901 OE USED 00ERA0E WITHOUT THE EMPRESS WRRIDI PE0IISY(W OF PAEE 0004 CRWP - IMORA PS FPCMECI KCEPIS NO 199011 AND 991E a HELD PWPEnS FR08 ANY RE BUN FOR DA W ES RESULTING FRO RMS11NS. DANCES OR ONIONS 10 NESE DRAWINGS. James H. Castino Principal 225 Tacoma Avenue Scuth Tacoma. Washington 99402 Phone: (253)593 -6630 Fax:(253). 593 -6632 Affiliate office In Spokane, WA XREFS PDC -BE 010Ept DAMN 8! oLSCR_ DATE PL00(0: 5[26]98 FIE Mk DIO13- 1 i#IG EEEVAIONS / 8110 SECBON 501(1 NO A3.1 COPYRIGHT 1998 T_HIS DOCU E T Is THEPR Rry OF K 010107 604110 1 REPRODUCTION OPALL,OR Amy PORIIOH OF This DOCVMENT PVNI a MENU PMISSgNIS ILlEGY 4ND GRAPH SHEET FOR HYDRAULIC CALCULATIONS. AR0819/9 CDIJ5TRUe TicvJ, /116. Nome-Address of Pr pert Sr1 FEWORKS L_ C. 366 OPLq.aa De. - TOK , aL A WA Drawn v g P Dote ‘1/4.6/?6• L i: sa j 33- 3S �{ /2 _ I -• Z 1 ,T _r ! iii I I ... 1W ;�� L ,. iii 1 I . 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' i ';' 1i m 1 ' :. 0 # i y l 119Si y�pgaNppga� 11N I 1 j ill ;l I i Kiln ll p 1 1 ' !I 0- , II - 1�1 ®fir "��ili i ! `' ! ,� Q 3 ilk i � �9 11111111111111 ®1 L ' ,� j, III 1.4 ti p tIi I t11@� ' _ A I I r' . ,L, O ITTI 2 1,l I 1 I ®; I MIT) ..I II 11I 0 nL • r 11,1 N -0.l([I Vr.LJC F 1 121 t't:R �1N cl_ T IN ES 0.5. VALUM_ 1)'I!L_IT'r Vrd1UG..' - • - M1UorLC` G E/VL PAL /1/0 AT 1,) JNDCK4,cOUNV GTO BE C000CV E7 LISTED AN(' TE5TED PEE AIAT A STNIrIARD, Al I) BU Z.) OWNER 'TL M41/7 - Mt 114/ , C1,1 -, )r 1 1 - O FTZEVEUT r'REL /N., R,. 58rr E SOITLUI'CS A.LL- PAIIJT'I. AN'J v /.,E'i,131 4') 10115 SK5TEl1 CN.40 to TC. CJELIVER A to NI'.n tY ^F .31 Cirn1 �l SY SrCIN >rAl y\r11: . %SRS , 0 G.PA B 71.5 PSI AT FSVA7_ OF FISCR, -J r - \ L.IFL.;\NI.' 17 I.' CMG. , 1'N_I. 1 3E1_084 "• . r Fg Fr I I'!! T 1 . - 1 C,XtC Di/\L ,,10011 L I:.1 IT.. ■• If , r 1 FLAN pq8 -DI80 4J r -Icr nln 33vnl c1 -Ir (K. VA, p 0 ' , ° b (ril) r.,L , .i NICE ur rl: CLIJFIEG 1110.13 ld)II CI71 iC7Ul_ El Iray- /I L U ec) I ;• IN v Ll, l- I ro'S fi�I A 1 .,.. \ 1HI l_EZi_ I , <Inr . ! Al T0,1 U.lu 1 _ j_4?. J` IZIAT ITT 'I U 4E ) �_EL- VALyL: rir Dei � l J .�.�)- F.D., ■ • PT-- . CI r �I Uf i. v lJ . �I rot: B " - ITr1l.JI VALI W/ CiN. WA'r C Il MA re ) Ei• - U PF 'L'i': L 110 c1 rr1� III 1 I 1tc- (411 L 3 7t 0 C F'M 07 f r1 RU nun•dr 0 7 r, 7Cr-_r Alit' iLnI8..rP FLOE. IZmu /1\I E.VISIU/ I I fir- I V1nVL L v.I E IM UL 1 C 1IC. I -" 0111 /(= . PL) VII 1-'FYZ r?O/ I kILZJ - 7ofl r 1 :J._.' ✓. / -r /JL Z /.I l I -1L.L PJC`n/ Pr_(' /500 IAA H I -1el' 1 lvDEArJ r i IM iTTTF l- Conl4I5TT7TW/. u 1 2 1 051 r I=rur i"1' /L ( 1, il L) Loss T Soo OF lo" II .r. UULIER¢p_oAIi3 eOill6 Loss Port FT 9,35' psr EosS IlICU 5" (-E588 9156 DCI\g = 6 PSI Foe. ZsBSpvn /Boo VOLUME GPM X3oo 2.1-8 2 700 ED 13 aM. V ELBOW DOWN 30' -45' BEND COMPACTED FOUNDATION GRAVEL UNDER VAULT - 3000 C PLAID VIE1V EIJD VIEW 50 OF NOTES' 1. D_TIGN FOR 4" TAR') 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING, DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT alls_rvlu DATE: 11/26/96 uM Ws- II SIDE VIEW A-E-H e � DCDA I -LINE c .,I SPECIFICATION SHEET MODEL S68_ ' Characteristics Physical Properties: Size of Mainline Me, Working Pressure 175 PSI Hydrostatic Test Prase. 350 PSI Temperature Range 32•F to 40•F (0'C to 60•C) End Connections Flanged ANSI 818.1 Class 125 Materials: Mein Valve Body Coaling Shut OII Valves Trim Eloelomere Spring TO 81ALLowe D1Flile Iron ASTM A538 13 65 - 45.12 Rnlon epoxy cooled In.ornel end exlernol . AMlA C550-00 010 0 Y resilient wedge A "NJA 0509 pee valves Bronze ASTM 8584 AlAy C83500 EUM 614 nlese steel 8. 3, Model 858 Flow Curves 21/2 ^83 3 . J. 0. ` 12. 15. MASD1IIALJ.LSIIEG; 5/4' SHACKLE RODS 111111 STAR RFLID AND ASPIV.LT EMULSION 0:,T.' 4' MIN, 01, CLASS 52 PIPE. PRECAST CONCRETE VAULr WITH HINGED STEEL PLATE COVER, DI1,1.- _'ISIL TO VARY WITH SIZE OF ASSF.MRI /. 4. 0.611/. APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAID I1110ER EACH CHECK VALVE. 6 }COPQE EDER OR 9110NZE QrPA55 milt AN APPROVED CC /a V TIER ATEST APPROVED OOST C F LINE WITH I! /0 R SL" 5 EA SHUEFF VALVES AND COCKS. Y.S 10', , 8 8' OR 4 6' OR - COUPLING ADAPTER. PL. B' fi OR 4.1 •PFD CLASS CL 52 PIPE 0 I I I' , 0 6' RR 0 IX ALL AROUND ,'..;UT. O', B ", E OR GATE SIZED WITH PIPE r LD POST INDICATOR V..0, . FLANGE TEE ASSEE V LVE MBLY SIZED ACCORDINAO,TO IGLY, FLANGED 90' BEND. 15. 4' OR 6' D.I. CUSS 52 PIPE FL 6 4' OR 6' 90' BEND, FL 17. 4' OR 6' D.I. MASS 52 PIPE, FL•FL 18. 6• 9P DEN D FL. 19. UL LISTED 5" STORE, CONNECTION IYRII 30 OR 45 DECREE ELBOW ZU. 6' D.I. CLASS 52 PIPE LENGTH AS RECUIRED FL•FL. 21. 6' 90' BEND FL. 22, S'NI110 TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VAL, i" INSTALLED HORIZONTAL, . HETECTDI ISHBIL LID :Y AL+U_}'AULI'_ASSE.,UI l' NOTES; 1. 00111)00 PAEVENOAa5 511nL1. BE rEADS N9 OR AnPROVED EQUAL. 2. SIZE VAULT ATSED ON SIZE OF APPMAIU INC TIEEIING MINIM /IA CLEARANCES. SEPARATE DETAIL PLAN FOR VAULT INSTAIATION AND SPRINKLER II I.I BE SUBMITTED AND APPROVED BY THE FIRE MARHA SLL PROIR TO INS 1C TALLATiON • MINIL APPARATUS SIZE SHALL BE 4 5 VAULT T 5 SHALL BE SEALED TO PREVENT WATER LEAKAGE. (ADDERS SHALL DE REOU ID WHEN /EPTII FROM TOP OF LID TO G OCR OF VAULT EXCEEDS 30' INSTALLATION F ALL LADDERS SHALL BE IP Cl,1,7P1 ICE O.SHA 7. LOCA VAVLT N PLANTING EA MID NOT IN PAVING AREA, LE OVED BY THE ENGINEER. B FIRINGS SHALL BE IN RS ACCORDANCE 1 ALI APPLICABLE RE ) I OF ANSI /SHWA C 0 L LEO (SEE MWA k AVM), 9. PIPE TEMPORARY S E MEETING BE DUCTILE I IRON ANSI 121 .51, CL52 LHA LI U -. ip. TEMPORMY SUPPORT PL BE E PROVIDED IALL /II N LVE6 Ai T E l E O INSTAL. Ar fER COMOMPLETE INSTALL >IION I NSTALL PERMANENT PIPE SROV RT ST 0. 11 OFOFIDE IOE BALL 0CC ORP VAL`IES N F.DC C NECK VALVE A55EIABL 0 OiIOM OIl F D.C. RISER 12. FIRE AEI T CONNECT I E OVIDED 1111 ONE () 5 "0 1:: CONNECTIONECTION S AND TPIP 30 OE IEEc 'll S PEO I }. L URSENCEUOF PIP INC DE IPR 10 , I PR ERE l'STEO IN 5 THE PREESENCE OF AN INSPEE CTOR PRIOR TO COVOV ER R /U1 A!D CONNNNELTI011 i0 TILE p POIg IN S SYSTEM. 14. AP C E INSTDL E BACKALLW N EES ARE TO F TESTED i0' S ERE11ER T TESTER STER A ALL ,CSA-DO T -COCKS S OR IE TO EO B PLNE A1 I /E TEE TEST. CPSFT SI H I. SVRE TE TESTS SINLL RE IORNAEU AT l OWNER'S C' R'S EXPF.rIS, ANU COONIEIE or S OF TESTS RESULTS NE PR RO ONOESHALL O 15. CONCRETE VAVLT SHN WIVE rvE M1'•M1' 012 1W0 3'• }' STEEL HIIlGI:U Uo0R5. MO0510 DOUBLE CHECK DETECTOR A08EMsLY Application. N .Haei1N II ) P' SP k1 Sy leme Ayency? (4 a D 00171 • ASSE 1048 (A izontel end ver,Cel) ' • CSA 054,5 • ANSI /AY/WA C510.69 6000 U.6. Penm No. Leee63s -..•V PER PUBLi 4 J r _ DaTED. 21 4 .140 I9 MATERIAL LISTING ° DETECTORR 000/1.0 CHEI:IC N VAULT AS:1EMlILY NO'CIL DATE: 11/2.2/90 WV' I VJOTE RECEIVED CITY OF TUKWILA nn !) 1 1968 PERMIT CENTER ,1 oy DRS-DmO D'B: S)9FC WORKS) L Le 365 UPLAND KR- -rUKIV P oy) I /2 5 . /9 SCALE I ,, . ( 0' OlIz C1 ry of TUllw/LR9 ,. A RCHER Got257: GO. -rn/C- "1 8s5 So.'Co6TT+ ST. KFr4r. w,4. nn o3z Z53 - 87Z 1ZZZ . `' w.mn, 'prVl < 'n CJ T? =cr.f' c.l%• I {°>5E-ft1E!;,I