Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D99-0430 - Rainier Color - Offices and Manufacturing Facility
Rainier Color City of Tukwila c (206) 431 -3670 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: Address: Suite No: Location: Category: Type: Zoning: Cont Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor 102304 -9069 3417 S 120 PL AOFF DEVPERM MIC /L 001 North: 125 .0 South: Sewer: Slopes: License No: SEACOL *012R7 OCCUPANT RAINIER COLOR Phone: 3417 S 120 PL, TUKWILA WA 98188 OWNER THE BOEING COMPANY PO BOX 3707 M/S 1F -09, SEATTLE WA CONTACT ALAN BLYSMA Phone: 206 -433 -8997 12720 GATEWAY DR, SEATTLE WA 98168 CONTRACTOR SEA CON LLC 165 NE JUNIPER ST, STE 100, ISSAQUAH WA 98027 ********************************************************* ** * * *•k * *•k * * *•k* * * * *•k * * * * **** Permit Description: CONSTRUCT INTERIOR WALLS, NON- BEARING, FOR NEW OFFICES AND MANUFACTURING FACILITY. NEW SUSPENDED CEILING AND NEW EXTERIOR WINDOWS. *** ** * * * * * * * ** * * * * * * * *•k * * * * * * * * * * * * * * * * ** * *** * * *** k * * ** ** * * * *•k * * * * *•k * *•k* * * * * *•k * * * * ** Construction Valuation: $ 265,500.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng, Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving. Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k************ k* k********************• k***************• k**• k * * * * * * * * * * * * * ** **•k * *•k* * * *k ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,178.03 * * ** k * ** ** * * * ** * * * * * ** k * * * * * *•k ** ** k * * * * *•k * * * * * * * * * * * * *•k k * * * * * * * * * * * ** *•k * * * * * ** k ** Permit Center Authorized Signature: Signature._ Print Name: I!L4J. Fire 0 East: VAL.VUE Y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development rmit. did- - TEA ilLan Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: D99 -0430 ISSUED 01/14/2000 07/12/2000 OFFICE 1997 SPRINKLERS .0 24:.K_ Date: =1y = D Date: I- 144 —CO 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. • • • Address: - 3417 S 120 P Suite tenant: Tv1.1e• DEVPFRM . Permit No: 099-0430 Status: ISSUED• Applied: 12/07/1999 • Parcel 10230479069 Issued: 01/14/2000 • , ***************4e*******44:***4*******************************1 1 .*****A******AA Permit Conditions: ; 1 ,`',No changes w i l l be made to the plans unless approved by the Engineer, and the TukwilaBy..,i1ding:Di vision. . All permits, inspection ;.reOardS - plans shall be available at the job si prior to the start of any con- .struct ion . The4&],dOcumerlt,s.':,: are to be maintained and avail-- able until final inspection approval is gr.anted: • 3. ';Electrical 11 be 'obtained through ' the Washington State Di vi:Sion of anci,,Industrl es andi-a11',...electrical work will .inspected by 'that. agency (248-6630). 4. 'tPlUmbi.n§;f:,.permits'..'shal1 be obtained through the Seattle Counti of Public : Health. Plumbing wlfl be inspected,:lby that agency, ' ':including al 1 gas piping (296A722),:= . ,A11; 1 ;.'Work shall be: under separate permit issued by the Ci ty of Tukwila. 6. All ti:ConS:trUCti on to be dohe';in conformance with approved p1is and requ irements of the Uniform 'Building Code (1997 • •Edition) as amended, Uniform Mechanical Code (1997 Edition) and Washington State. Energy ': Code:: (1997 E d i t i o n ) . 7. Vati.di ty, Permit. The is suance Of a permit or approval, • 7 7 pl;ans,' fend. computations shall not be con sti7Ated to bea permit for, or an approval of, any violation • of, 0:any of the provisions of the bui lding ogle or of any 'other, ordinance of the jUri sd et ion. :No permit presuming to give authority to violate or cancel the provisions of this code,..Sha 11..' be valid. B. Theres,s be no occupancy of the building(s) until the f inal"..'inspection has been completed by the TukW1 la Building Inspector. 9. •A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. CITY OF TUKWILA Project Name/Tenant: � v., 1 eY - C o Low Existing use: ❑ Retail CI Restaurant Multi- family ❑ Warehouse CI Hospital El Church Et Manufacturing ❑ Motel /Hotel ® Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant El Multi- family El Warehouse ❑Hospital ❑ Church 71 Manufacturing . ❑ Motel /Hotel Er Office ❑ School /College /University ❑ Other Value , 00f Co struction� 6, bd--' Site Address: - szi 1 7 City State /Zip: i. l 2- 0.-t -, r iae-e. "K.16.1, la K,. Tax Parcel Number: 162-- 30 4 4 - 40 6? -0 c, Property Owner: �� e� V Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 'no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ) Phone: Street Address: City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: K, A / Phone: ` 8 qq Street Address: l 7 - 7 2-0 CTIO,e.wat Dr, Gect R, City State /Zip: /6/60 Fax #: 0 ^836 q ,z_4,6,, Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Al a. v) I y is wi a.... 6-X7 p� c / l-e 3 A (-1 Phone: p 'L D �o �1 ��7 Street Address: 12720 Cra- i -c VI-, 6e k .. (A)61. City tate/Zip: g9l6 Fax #: -z o6. - -L t .6 - 8 6,5" Description of work,to be done: C.o I 'D st e.tiC.t ih +- cr1 tA)015,no. - b4ar'r.3 A.- r. :w 0- a4C -e wLoINKcatc• IA.VivIq��ci w p- /.e Got t 1%.,.. . x ► � , Q,. , V; 4.. W h J Ne 1d0 J ❑ Existing use: ❑ Retail CI Restaurant Multi- family ❑ Warehouse CI Hospital El Church Et Manufacturing ❑ Motel /Hotel ® Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant El Multi- family El Warehouse ❑Hospital ❑ Church 71 Manufacturing . ❑ Motel /Hotel Er Office ❑ School /College /University ❑ Other Will there be a change of use? Cl yes 'a no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ll`!. no Existing fire protection features: 0 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 107 ) 5 2 O existing Area of Construction: (sq. ft.) 2--- 1 SD S t- Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 'no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets mmercial / Multi- Family Tenant Improvement / Alteration Permit Application APPLICANT REQUEST, FOR PUBLIC. WORKS SITE /CIVIL: PLAN'REVIEW OF THE•FOLLO (Additional reviews may be determined:by. the•Public Works Department) , ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Cl Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use El Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal El Miscellaneous ❑ Flood Control Zone El Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Schedule: 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. Date application accepted: CITY OF TUF'WILA Permit Center \- 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLEASE SIGN BACK OF APPLICATION FORM ) 2_ cl - 12 44 1 C'I'PERMIT.DOC 1 /29/97 Date application expires: -'7 - -7eVO App ' : t/qn taken by: (initials) BUILDING OWNER AUTHORIZED UTHORIZED AGENT: � O _ R Signature: ( ��- W� � 1 / q D t 7f - 1 (� Print name: PA .� (�7 Phone: 206— L3 — Sgg7 Fax #: 6 - zi-e6 -83 td9 Address I Z 72-4 G7 -(� �.etv r, 1 (� City/State/Zip L4) ` , f3 j ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /AL ATION PERMIT APPLI ATIONS MUS BE SUBMITTED WITH THE FOLL • WING: ALL DRAWINGS 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 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) . 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). El 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. ❑ 74 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 P • � �.t..Ci eza,C. Type of I ectio i / : , �? . �c,4eic< Ad i �� 5 Q R Date called: Special instructions: Date wanted: a.m. p.m. Re ter: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: • Ins INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 El Corrections required prior to approval. E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •fir t ,. �. _ -_ calms Type of Inspec ion: _ ..�, 2 _ . � f It a71 , / 7 s Izo ref Date call _.-, Special instructions: Date w ^ � a.m. W P.m. Re e r: P 2-o6- 46/- elite, Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Wt St/SlaMjf. e-b. Q t � C l-(..4 Ins Da des / /4/0 E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f Project - — 6 Type of Insp ctio Addres Date call Special instructions: .'° Date wanted: 5;1-00 a.m. P.m. Requester *. Phone: n q_47 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: P Y at � . C9 C2443 i "0421 Date: $47.00 REINSPECTION I REQUIRED. Prior to inspection,: fee must b ' e at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project .. Ne 4t Type of Inspe ion: ,.teeesP7 7A1, ress: (S /? ;c 20 ?� Date called: Special instructions: Date wanted: e a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: cha r tip �- u � c / ok Q hr >f ex_ (..G ; ^L 74 re 7L L . `r6, 6 pv)02,,ci neeti 40 f" 1-0 At-4 4 7 1 `cal Date: l Approved per applicable codes. Corrections required prior to approval. Ei $47.00 REINSPECTION .EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r:: Pr ject:- Mater Co(y Type of ImpeCtion. -hrt t Address: " d Date calcalled,.. is lop Special ,instructio5s: ch Viihteln ame/ 4 A 42. s— Date wante 1 Noo (a:fe) P.m. Requesterk Phone: anb-11)c)1-412:- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: 'o/ rze J , 6 a (i So, i.)Cee xv )-€....- / 0 />-? 4:o /' ,L Jo" e? 4, As J El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _ .. 3.. _ i Il COMMENTS: a ezez-,e4le ,007 (t', l/•fC, f 5,..e l 7CGd 44/.4 D 'i /.�€ 4i/ ,1-4 C.71'o-, t 72 e - p i 7 01/c. r /5,e4c /AA CVi c./ 6 ' C �&, S ','rD Y i , ,�,'ss 4019v(,.. I/ &,-�./?" r Requgst, rI Phon : . .yn Project: 2 c' WI Pt nlr Type of Inspection: , c L k J i• c €��1 Address: . ;(I -1 S , I f J 9icP_ Date call LL ? of cO . Special instructions: Date w'ahted: 4 29 a.m. ar m. Requgst, rI Phon : INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. )rrections required prior to approval. ^: s.. c:+ na..,: �M�,...,... i...$J:'':!. 3: �A[ .�Sr.r�.,:.:..L ^.':.�!Y.._,...� �►� �_,.. ro... .......Hr_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: : ' . 4..K� -Q : WY T. e.of Inspection: ,---y • U �I�Eµ Addre s: r a pi Dale failed: `* _ Specia Instructions: Da ward - t � p m . . Re u ster: & t, l 41 a /.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Ap proved per applicable codes. El Corrections required prior to approval: COMMENTS:, / Le-0Ei $4 "0 REINSPECTION FEE REQUIRED. Prior to ins'ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P . , A. er Cef w� Type of I I vt + P.ri cy l, �.N.►trd =fit Al dress: ,3(.1-t 7 5. lath Pi . Date called: 03 ).2g JCxa Special instructions: Date wantsd:/ ` a.m. // p.m. (D- 0011. Requester' -CJV1 � Phone: _--C� - 122 INSPECTION NO. • yA Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 DQO PERMIT NO. 206)431.3670 COMMENTS: / t3 1 7 C Corrections required prior to approval. 0 $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule,reinspection. ......fs.r....._!_..,:.. t...... ., ►....11_ , s�i.r_C+A..L�f..�5..�...�.. ,_.katr�v.lc...,..n..._n,._.... _..r. •. . Receipt No: Date: 'COMMENTS: . Maei4416;936*-- Arrele../ c -- ,4 1 'W— ‘(7,41S OA% fee-o(1/2 /)t4-(t-s ,-oie ,4 Ad4-7 7 5 ,..- fte Ge7c--,--Ae 9:44_, e044tRgic - rr/s/e9xi orr,. ha 0 /1-40, /4 o 7-- o 7 t i .Si m. - e'rl._ 7t) 7NA, cog- 1204 //co X2- C,' Mee, 1 oe s.,eic.., e #4, , r;441/44.4es etxr 6eci7z4' ,t /4:->er~ Zk', 4451,e5 Aile.e 4/A.70€ ST Z a 40 *IS Pra t: rue r 65 Type of-Inspectioii: -WO Oil Address: 5 iao-naq960 Date called: 0.2, a CO Special instructions: Date wanted: as ! 0 a.m. 03_ P.m. Requester: Phone: ROb I - ki- ■ 22_ 4Ei INSPECTION RECORD Retain a copy with permit INSPECTION NO.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION / OP& 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. rections required prior to approval. $44 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1.0...'14iroVA• .r.,. . • ,r 'A 4 .Z. - Pro'ect: A Pakfiv-it- Ca Oe.. Type of Ins Address: ..7 4 - ,.... I/ -' 5 /2o nt P6, Date called: Special instructions: . Date wanted: a.m. P.m. Requieer: Phone: •..3,:aettaf0P.21..." - r?, 1.0:17.01.•% • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. L Corrections required prior to approval. COMMENTS: pirt-14 P4 c ,4--.12g A."67 &AA 4 7F p c7r-rc..4 t446c or?* f - 17/-24d - 7 - 1-(os_. A (0.7.1 46( Mj 3r Gc - Do A (07 C rx4 E.e b1; 9 • • 1 4( $47 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: e lf\PrKeiV ,‘;i4714tee Ce4eipp4 • AALED9-bos I-14-v6 -' Special instructions: 't GAE-Al ADDz. w , PA-A( gr_v/6f4)- Po 4JoT fs1141-11 - wikibws ) inkv 00X- - to 6 COL / 0 iu LA/ --cogi,fiDoe.._ Rirrti pAc49-42 Cast/it/A(4 Acecp ,- erc ,4 e _ , .., / Project: p atkor 6 9. 9 9( Ty -of Inspection,. ,----, tPCII - f - sra f WO Address: 3q 1 . 00/ a Date calledb Date wanted: , /,- a.m. Or /(■()) Special instructions: Requester y Phone: n .,.. 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. 1 5° I r Li at4g1 W $47.00 REINSPECTION FEE REQUIRE I. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4zeggt ' Dat • 7 OD $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 5 tilt, 7 4p ik 6... tzh e' . ru I c r p . 7 c iczvii p bate called: 5 7 /ce) _. Special instructions: 655 fi 1 ,,e-6e o 7P I.- Co okay .. Date wanted: .m. . . Requester: r Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4zeggt ' Dat • 7 OD $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 5 tilt, 7 Proje ' , Painter cab/ Type of inspection: , --rialitti 4? Ad d:Jess: -- 3 c_S' POR• Date calleb 0 Special instructions: Date wanoc_1/ Ca,! P.m. Requester. 1 Phone: _ 402 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION lnsp INSPECTION RECORD Retain a copy with permit Oat PERMIT NO. ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 1 IINter Col TKpe of Inspection: 14evwwv' i b (kiv e j Address : 31-in s. 1)-0* .Pl Date called: 1 -1 l' XXX) Special instructions: Date wanted: ;--1)-1-)000 a.m. Requester: 12-. )\ Phone: t - LI31 O V-1 �0 1519 INSPECTION RECORD Retain a copy with permit INSPErTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0,30 _ :'.:uv . ..._1 _ PERMIT NO. (206)431 -3670 .Approved per applicable codes. El Corrections required prior to approval. COMMENTS: j; t ( " L---7 ;x. e 6 64-,-.4...0,• 4-L.'A 7 Inspector:, Date: 1-111—/e) 0 $4 :00'{iEINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: sh• i. :14 rtt".1' • , • **************************vi******************************* ***** CITY OF TUKWILA, WA )L/9. 01-130 TRANSMIT **************************************************************** TRANSMIT Number: R9800280 Amount: 94.00 05/08/00 15:45 Payment Method: CASH Notation: PATRICK Init: WER Permit No: Parcel No: Site Address:, D99-0430 Type: DEVPERM DEVELOPMENT PERMIT 102304-9069 3417 S 120 PL Total Fees: 3,272.03 94.00 Total ALL Pmts: 3,272.03 This Payment • Balance: . .00 04*** -Accpuni, Code Description Amount 000/345.830 PLAN CHECK 'NONRES 94.00 4141 05/09 9710 TOTAL 94.00 1 .S"'-`• v {' 4k*,1: 4* t*+•A.hAfch.k *A A*4 *. '•* *( *44r** *.tklt•h:A4l .11 Y pF 1 +.3aTLA at a lt: T r rrr 1 ' Q * ,�• dk � • A'§ k 'b ,ti !r •l k k:'i 3r ti •4 ;VOA**. . 11.. ti ' k 9 : •k 4 A . k :4 ; 1 4.* * 1 1 4 •‘ * * * t * .A..******.-..** A *.4 # 1Rf'sI'dSA11'1 :..it9 4.C't7219 - .f1 mtoarvtr 927;.•135'-'0.1.1;1::4/00 08: 4, ':4 Y,1 tt_ i4e 4111'.CIC 140 7 7a'L'.:i0 :.. :014•It•.IE12: COf0It:" In:ii+," Ti.t3 urrriit I401 :1)99 0%130 • Tipp,?: ; 1DEYYPEitrr .'LSMCI t�f'14I:'14 :. PER I . P,.ilr L l 12o I o23G4•• 9Q.c;q S.i t 4."Hdr(i °"p.i . ..;"'. , 341? c 1:. 0 "PL T.cy•l;n"i • Ir:k:citi t • • 3:. 1 7' f3., 03 l'll si f'.ii�'mE:rt1; • J. 937., 85 1 a t .i 1 ....141 L. 'rint; :. , 17I3 u'03 • ..13a1 in.rei . 00i : l A � ; k a r * , ' t 4 i< *. • k d' i * . * A i t l . " k' * , * * • k k;$ t1'vt I t d. t t * * ,1 * +1 . i t ) • •+•, a• A * i* * •k .4:1,: 4. •A **A:*** '. A ce',uni:": Cc)sl . 1)c ;criobion . .I4maunt; u0Qr 122 .;.1.0(: t3►1.) :I;t)):N6 ;0IC1t1RES . J..'.-2'3..35 0 0 f J 3:C.3 E '.« .,a l � ! � 131 MTV 43.11 I I_ I) Z t ! la. ' w lJ 0 is l i f3 lt' i3 t: 4 .. 3 **************** ********* C ********* * * * * * * * * * * * * * * * * * * *** * * * * * * * ** CITY OF TUKWILA, WA z #q 0 . ) -130 TRANSMIT * * * * * * * * * * * * * * * * * * * * ** * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800200 Amount: 1,250.18 12/07/99 15:59. Payment Method: CHECK Notation: DAVID KEHLE ARCH Init: BLH D99 -0430, Type: DEVPERM DEVELOPMENT PERMIT 102304 -9069 3417 S 120 PL ) Total Fees: 3,178.03 1,250.18/ Total ALL Pmts: 1,250.18 Balancer 1,927.85 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830. PLAN CHECK - NONRES 1,250.18 ?4O1 V/AG 9717 TOTAL, 1250.18 Color Pio' ct: I , T f Inspecti n: „ Addless: 7''. 12-0 PI Oat c Iled: 02 (.3 Special instructions: 16 ta 0444 - q- - ii,e. Date 1 i (IP uelt . . )1 . Pi TY 0 - q,0 01 Lida-3- ( INSPECTION NO. ..• • , . s • • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .1 1 114) PERMIT NO. (206)431-3670 Approved per applicable codes. .,,E<3rrections required prior to approval. COMMENTS: ace 1,(.1 t eiefr4e4 Ins 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Sent By: HUDSON & ASSOCIATES; 2063246248; 'SIMARD HUDSON ae ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 . 1 • • I ' • I I ' I I 1 1 . . i • . I I i ; . I t I . , • • • 1 i • • • • i, ! 1 1 I 1 I I ; I • ; • • . 1 • . , , ■ •• • ' • I • • • i I ' . ' I i I . • I I • • . • i I I 1 ; • i • ' i • • I ! I ' i ; • 1 I • t , • i . • I . ,... , , i . - r% ta, i 4 • 1_ .. .. I 1 , ! ! ; 1 i I t • ! • ■ ' : 1 i • i I • I ; i t i ■, • • ! . . .I• - 1 ----4.— i •.- 1 -• .• 1 I • ! i I I i I , !S 1 • • I 1 ------*-1---- — — • 1 -- , -- --- • . . i I I I 1 i ■ ! ! . . ! • ....-.... _ ! • • I . f ; ; • . . • ) ""! / • 1 ; . • • i 1 . .1. • • • • . ..... ( ( L • • I A .. • 1 ; I [ ....., i 1 / , • 1.*.;fq .ca'rEmAtiu, i • , :414i it;')ik(k!.:0 , \apk e 1 PPET4INSti Dee-29-99 16:28; Page 2/2 JD S Tallomiera. c.c.Lcbr4_ 8NIET NO. e . F Z. CALCULATED 8Y 4'141 UTE 12. 1 • • • ' 1 ' I • I • I • • : rhy NH/ etkein I ' I T.; - - - - likt4364. i I • , • ; • .240 • , kWI1A , . c • 3 1 1 9 99' • • 1 . • . P LRMirdENTER I t • ; • " a - I I f , Sent By: HUDSON & ASSOCIATES; To: KEHLE At: 2468369 RICHARD HUDSON de ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 2063246160 1 I • I 34 2 t( I � ' !.3 1 I j • ; . .....I I 1 2063248248; . i 1 , • .. i? Dec -29 -99 1F. , 27; Page 1/2 SHEET NO. /� 1 OF CALCULATED ay 1 �11 DATE IZ' 1 11 _ ... ,._•_ i __._,........ i ._ � . +..A S.; 1.N... `. Ttitsl . . 71.67:..1 P_ b4 ,.. R'Al.t�,Ua.'0 ;, . l f I I I 1 I ! , i I , , t I I , ' I I ; I � `. I i i , , 2 I , I } !!__ , ' 5.. I .YC ` i' ' J_._...o_- - !�.t"! .;..��. -r. l her_...;.... ' .... • Y �! - QI3 ia�' ' 1 I ' + I I r ... 'W ut . ` P u4 T H of w o« ; Farr. I'7K E . I N+b ; , .... ' I-�i.�i __,.T' -tit ; miv,.. KU . 1?.gml,Foo... u.4 :, t J,a► 'iy tr ......4..._..w....F.. �, 1 Q 1! mf �- 1 1 I r 1 , ' 1 i , l ._....�... _.: .....�. I __.�. ,_.. r ._•�= ,. T i �}6Y�1ll.�r h ...i. !{�'!r��'..., �� i 0 4)* � I �Ir'... • ; r (��" � QQ , , • t 1 I , 1 I ... t...._ . 1 t .•_ 1 , I I I I I • I II TO; 41404 n PONPO 1161' I Sc.) I I i I 4 Lek 14 Tor T April 25, 2000 Cert No. 0002 -15 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 128TH PLACE KIRKLAND: (425) 823 -9800 KIRKLAND. WASHINGTON 98034 FAX: (425) B23 -2203 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Rainier Color 3417 S 120th Permit No. 9 -0430 Dear Mr. Larson: SEATTLE: (208) 525 -8700 EVERETf: (425) 259 -0817 RECEIVED APR 2 6 2000 DEVELOPMENT This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Reinforced concrete cast in place for Slab fill -in with all rested placed per engineer All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last and only report is dated 02 -14 -00 and is number 102853. Respectfully, CASC Dennis H. Stack President TESTING LABORAT ' Y, INC. CYLINDER NUMBER DATE MAD DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK ?0 ;� /y/'. 2 -2 1 7 E �l P)O -- 1119o50 4 100 7039 S- i 3 -n � ` ! SJ 70 0 466 o A 103c1 I 1 3 gg l / 3-.s t cst) 4. 7z -- T7 DATE_ // 77.660 0 0O6 CERT. 2 - ( S PROJ / LOCATION 7 5 /20÷ P71 BL IT NO. O OWNER WEATHER T TEMP. AT /`I, ' "J ENGIFRek g gu ARCHI 4 K ^ n kc CONT CTO a. ••- 4GL YIELD CEMENT ASTM C-1064 ASTM C-143 ASTM C-138 FACTOR CONC AIR T,re- BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT / u FA. cik. CA. k"' WATER t ci `�' ` TOTAL E TO THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823-9800 EVERETT D FIELD TEST DATA tviE\t'( 2 COMMUNITY (425) 259.0817 GrL. VL.L'J1"' I I.- ' I ATTN• AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH REP n /1r!7c REPORT No. l U J 39159 PLACEMENT AREA & NOTES $/ a T 4 l (` / K._ COPIES TO • REVISED • 9/97 . ASTM C -1231 c . 3G ❑ ASTM C•617 SIGNED' SAMPLING IN ACCORDANCE W TH 3" APPLICABLE CODES & SPECS SAMPLE P/U DATE 2 ' (S • �� � TE ES STT METHOD PRODUCERS: CONCRETE. l / a et er / t' `.2 CEMENT AEA /YOf 0 G( ADMIX/ C.-k CAC12 Ye DESIGN STRENGTH - CC ' 36 00 CU. YARDS PLACED 3 BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT / u FA. cik. CA. k"' WATER t ci `�' ` TOTAL E TO THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823-9800 EVERETT D FIELD TEST DATA tviE\t'( 2 COMMUNITY (425) 259.0817 GrL. VL.L'J1"' I I.- ' I ATTN• AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH REP n /1r!7c REPORT No. l U J 39159 PLACEMENT AREA & NOTES $/ a T 4 l (` / K._ COPIES TO • REVISED • 9/97 . ASTM C -1231 c . 3G ❑ ASTM C•617 SIGNED' SAMPLING IN ACCORDANCE W TH 3" APPLICABLE CODES & SPECS SAMPLE P/U DATE 2 ' (S • �� � TE ES STT METHOD PRODUCERS: CONCRETE. l / a et er / t' `.2 CEMENT AEA /YOf 0 G( ADMIX/ C.-k CAC12 Ye DESIGN STRENGTH - CC ' 36 00 CU. YARDS PLACED 3 E TO THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823-9800 EVERETT D FIELD TEST DATA tviE\t'( 2 COMMUNITY (425) 259.0817 GrL. VL.L'J1"' I I.- ' I ATTN• AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH REP n /1r!7c REPORT No. l U J 39159 PLACEMENT AREA & NOTES $/ a T 4 l (` / K._ COPIES TO • REVISED • 9/97 . ASTM C -1231 c . 3G ❑ ASTM C•617 SIGNED' SAMPLING IN ACCORDANCE W TH 3" APPLICABLE CODES & SPECS SAMPLE P/U DATE 2 ' (S • �� � TE ES STT METHOD PRODUCERS: CONCRETE. l / a et er / t' `.2 CEMENT AEA /YOf 0 G( ADMIX/ C.-k CAC12 Ye DESIGN STRENGTH - CC ' 36 00 CU. YARDS PLACED 3 CYLINDER NUMBER DATE MAD DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 103 I/y 0,'5b 7 X(1--- TEMP. AT // 7 AT I I bo50 4100 2 To 39 4/ ARCHI Q ([_ Fj/ 1_?s CONT ACTO 1039 Ag DATE / z0ao CERT. NO. 0002 - t S SLUMP ASTM C -143 PROJECT( WEIGHT ASTM C -138 YIELD CEMENT FACTOR LOCATION diogr . ' lio 0,'5b EATHER .• / e Ater TEMP. AT // 7 AT a PM 55k 2 d / • ( ARCHI Q ([_ Fj/ ( T , j } CONT ACTO TRUCK SAMPLED o 5 5 TRUCK TICKET NO./.2-67 Z3 MIX NOjaC/ TIME SLUMP ASTM C -143 % AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C-1064 CONC AIR 0,'5b 3" Ater ei _ 55k 2 ,7" ( T,r1 BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. °r /Kit CA. ei WATER ( TOTAL T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 )425) 823-9800 EVERETT )425) 259.0817 ATTN THE FOLLOWING WAS NOTED: RECEIVED MAR 0 7 2000 TO: COMMU MTV Y I) V E'L.OP i JN 7 FIELD TEST DATA AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE 2 a I S ' Cd / TTE ES STT � M 1 ETHOD CONCRETE /QCfr / 1' `' AEA O*1 0 y( ADMIthide-fr CAC12 PLACEMENT AREA & NOTES 57a 6 r ► t ( - /.IA. PRODUCERS: COPIES TO REVISED • 9/97 CEMENT COMPRESSIVE STRENGTH REP 0 /.2 REPORT No. / �l� . ASTM C -1231 .30 ❑ ASTM C -617 / .1S SIGNED' 39159 SAMPLING IN ACCORDANCE W TH �• _ 3 ( APPLICABLE CODES & SPECS CU. YARDS PLACED 3 3 • s �d DESIGN STRENGTH - PC 3600 Fil ........ wi TO: i co u n■.,a ac ....a...,• v w•■ , cI.�ao.cLr..a KIRKLAND, WASHINGTON 9503 ! -- t 1 f (42S) 823 -9800 12919 N.E. 126TH PLACE . .* .0 � , r.,._ p I ' 1, ' �^ (425)259 -0817 • EVERETT " FEB 2 3 2000 co: MU N N PREVIOUS U 40 J REPORT No. DATE a, f/ /�ocr I N No. CERT. O. 0 002. - 15 / ra /A./ eP" Co (o LOCATION e BLDG. PERMIT NO. 0 OWNER WEATHER 1 //� TEMP. AT/61 Y7a AT PM EN ( l�, �v C�lS� v� ARECT a () (c Q � k I ATTN: C TRACTOR S eci ( 2) INSP ION PERFORMED RESTEEUCONCRETE — RESTEEL ONLY _ RESTEEUMASONRY — STR.STIWELDING OTHER — STR.ST /BOLTING ( ITEMS INSPECTED UNDAT _ FOOTINGS SLAB i 1 - i AUGER CAST PILES — COLUMNS — DRILLED PIERS — WALLS BEAMS — — (4) (AREAS) S in 6 - 6 l (, tk CONCRETE/MASON MIX NO. W-- DESIGN STRENGTH (f'c) ( D C , SUPPLIER C.) el( •�1�r TOTAL CU. YD. PLACED *'3 SPECIMENS CAST — i G....- SLUMP (INCHES) ✓ (( c SEE CYLINDER REPORT NO. I ( - AIR CO NT ( %) M �l a ek . YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. — 9 llv f/ 0,C, .ea G k wcLy — D 0 , e REMARKS: CASCADE TESTING LABORATORY, INC. V5/l? /eCt47-71C Vikrnt COPIES TO: , I 17A � - gp ;iea / INSPECTOR J �• ' 1l -(6 F1EL'D REPORT SIGNED: _ , Address FINALAPP.FRM City. of Tukwila Fire Department Sprinklers: L� Fire Alarm: /fp/4 �-- Hood & Duct: Al Halon: A/ Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name t9 % k /L"2l ( / o� .'5 5/ o FL Re.tain., current inspection_ schedule • Needs shift inspection Approved without correction notice Approved with correction notice issued Authorized Signature Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief /0 de) r — 0 5.ru .3y/00 D to Suite # SOU 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- S75•4439 City of Tukwila Department of Community Development August 20, 2001 Mr. Alan Blysma 12720 Gateway Drive Seattle, WA 98168 • RE: Permit Status D99 -0430 3417 South 120th Place Dear Mr.Blysma: In reviewing our current permit files, it appears that your permit for construction of non- bearing interior .walls for new offices and manufacturing facility, issued on January 14, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: fr Permit File Nu. 1)99 -0430 Duane Grillin, Building Official c Steven M. Mullet, Mayor Steve Lancaster, Director 7 / e l3oulcwar Suite 6300 Southcenter 11/00 • 'Tukwila, Washington 98188 • P /tone: 206- 431.3670 • Fax: 206-431-3665 49T DELI VERABEE ,.. AS ADDRESSED U A8LE TO FORWARD RETURN TO SENDER 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188-2599 11,1111 III tit ialriil'111rliIiIiiItI1 :Ili u, Mr. Alan Blysma 12720 Gateway Drive Seattle, WA 98168 April 21, 2000 Alan Blysma 12720 Gateway Drive Seattle, WA 98168 RE: Letter of Incomplete Application #1 — Revision #2 Development Permit Application Number D99 -0430 Rainier Color 3417 South 120th Place Dear Mr. Blysma: This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on April 18, 2000 is determined to be incomplete. Before your revision to your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Please detail footing type and connection. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0430 s .snutxinacx:ro r nrmxtz wnreui�e Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206.431.3665 s PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0430 DATE: 5 -1 -2000 PROJECT NAME: RAINIER COLOR SITE ADDRESS: 6414 204 ST SW Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision.# 3 After. Permit Is Issued DEPARTMENTS: g Divi 'on Public orks n Complete Comments: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved WRROUTE.DOC 5/99 Approved with Conditions n Incomplete I I Not Applicable REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE:5 -2 -2000 No further Review Required DUE DATE 5 -28 -2000 n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Li Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 -0430 DATE: 5 -1 -2000 PROJECT NAME: RAINIER COLOR SITE ADDRESS: 6414 204 ST SW Original Plan Submittal Response to Correction Letter# DEPARTMENTS: BuiT ng i D' Q� Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5 -28 -2000 Approved Ell Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUI E.DOC 5/99 Fire Prevention Structural Incomplete Approved with Conditions REVIEWER'S INITIALS: n n :RAM, w;r� .. r� M :gi kY.w:�,�, „! 1 t _S }, 4 i,s:a •1. r�`,..1 Planning Division Permit Coordinator DUE DATE:5 -2 -2000 Not Applicable No further Review Required n DUE DATE Not Approved (attach comments) U DATE: '. �1 +f•� i.4.a I i �. -;z ACTIVITY NUMBER: D99 - 0430 PROJECT NAME: RAINIER COLOR SITE ADDRESS: 3417 S 120 PL Original. Plan Submittal DATE: 4 -18 -2000 Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued N DEP Buildi Division 14 Fire Prevention dA 4 -2040 i 14 4.- +-ZO or) Public Works Structural 11M. 4.24 -oo DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved 11101111111 INK srr� yL, Approved with Conditions • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Complete Incomplete Comments: TUES /THURS OUTING: REVIEWER'S INITIALS: Approved Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division L4. L{ -2a zv Permit Coordinator No further Review Required Not Approved (attach comments) DUE DATE: 4- 20-2000 Not Applicable n n DATE: DUE DATE 5 -18 -2000 Not Approved (attach comments) DATE: DUE DATE DATE: • ACTIVITY NUMBER: D99 -0430 PROJECT NAME: RAINIER COLOR SITE. ADDRESS: 3417 S 120th PL Original Plan Submittal Response to Correction Letter # XX Revision # 1 " After Permit Is Issued DATE: 3 45 -2000 Response to Incomplete Letter # DEPARTMENTS: �FN Building Divisio n p 3-2.l 0 Public Works Complete nl Comments: \PRROUWE,DOC 5/99 � i''ti.� rpL� yry�- ti rA�: +n w}. q v - c .�fti.x}w!31.t Z' .•LU',�le, Ly.:.trc w ll: t•A mm.{. t, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required n n Planning Division Permit Coordinator DUE DATE:3 -16 -2000 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4 -13 -2000 n Approved n Approved with Conditions (1 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved nl Approved with Conditions REVIEWER'S INITIALS: Not Approved (attach comments) DUE DATE DATE: - ;�'.', a. • { , y�V.r: `V'l�,i'C +iP �Cirn..,y_ ..7. r.l +a , ,sMn -fir �'; � �.,rr �•f ..t.. " 4.., . kip , .. r, 7iw... e+: J, ip. !q +...4 DEPARTMENTS: B uilding Division III Awe. 1- 10 -7..000 Public W.prks I � r nA Complete Comments: V'RROU1 [.DOC 5/99 Fire Prevention Structural Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions n CORRECTION DETERMINATION: Approved n Approved with Conditions DETERMINATION OF COMPLETENESS: (Tues., Thurs.) n REVIEWER'S INITIALS: REVIEWER'S INITIALS: ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ', 1. r.�'Krtl r2 �. AV.�::M1 J y,..� r � •a , Y G rft'i> i; Tk y, V' .., ,,r,�' +:4'�,•N.s,,:•�r.,�;...�. ,. o . Y4 ±;�:lr,� „ jt , �..,�T�`i,...;: :1; �!lR�;k,:_.E,`,'rh•.� : 1�rv: �iY;! 8::'' �o` t1 �'#' X� :s6��ivi.7"Y.•r.r^t��::o:, :Z' TIVITY NUMBER: D99 -0430 PROJECT NAME :: RAINIER, COLOR X Original Submittal Response to Correction Letter # DATES 12 -7 -99 Response to Incomplete Letter # Revision # After Permit Is Issued FI "nning Division Permit Coordinator DUE DATE: 12 -9 -99 Not Applicable n n No further Review Required DATE: DUE DATE 1 -6-00 n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision No. Date . Received Staff Initials Date Issued Staff Initials 2• IS 0 I E In - I • I Summary of Revision: 4 BO is , r 6 . t • _ e . o 0).... 4 - I, 0 r pkai-FDYVVI 4 cr FU" -r .• 0 • ■• 4-. AEI ‘1111311MMEME -II EINEMIIIIIIII Received By: T, o ueir keari C,OMY" (!) pe le% i fr.4 Received By: ji, ,„ / ' Revision No. Date Received Staff . Initials Date Issued Staff Initials - 41-3 I 5-1 - 00 I ■Ate I I i Summary of Revision: A a- r pkai-FDYVVI 4 cr FU" -r Received By: T, PROJECT.NAME: er Site Address: 3 S. 1.2.0 * Revision No. Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received Date Received • REVISION LOG Staff Initials 42 I Summary of Revision: AAA conc sl D i door '4. vallect r Oct °bor. Received By: ?A-niztoe_. R (please print) Staff Initials Staff Initials Received By: Received By: 99- 0)-1 o Original Issue Date: Jj Date Issued Date Issued (please print) (please Print) (please print) (please print) Staff Initials Staff Initials Date I Staff Issued Initials Response to Incomplete Letter # , .CV lSlar Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: Sheet Number(s): City of Tukwila • Ii+iAU�..: :,Y�i L::f:'ji ?A�1.,a.�;et�ir �fsr� ��iim •F4�C .+ n i:::, :.Rti�oa".��(T,Yi r,n 4a. N. t ?;,,:W,., =re:v.7,-42.iN:G`,Kfirtr t ",.K%?:" s°ic°8 tiki„ L`3'c`ki •.7viNt,.kv; Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Li/2... Plan Check/Permit Number: b .9 q- 0 I tn.d;Ga+.eJ t _ - 1, e 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ntered in Sierra on 5 ` 200 (� John W. Rants, Mayor Steve Lancaster, Director ai.er �)o v- 6 go w 2.0 q ' 4 54-, 5, w, A l a G, it/ 15 Phone Number: 2-o - V 31 -Se Q 7 RECEIVED CITY OF TUKWILA SNUI ..tN 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 rt i�tLNis,'N: k: r..Wii;! x": fiY" at': yj. 2Ke;' iaYlrr... Gn. amo. YUr» drn/ Frr „y,ttGn,Fs.v4tAthusirunruw.r�lr sekstt;.tkSrtsYe'�; Di Summary of Revision: C. City of Tukwila Date: y/ 6/00 • ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # j after Permit is Issued "Entered in Sierra on 5 k e OO I Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1 R q- d zt 3 John W. Rants, Mayor Project Name: R. A ill Lee.. V' 1 a V Project Address: G `` I ( 1 2 0 44” 6 ? .-• ' W. Contact Person: 41 a. a iFy &t rot Phone Number: 2v G. — u 3 3 -0 QQ 7 Ado) a r -Po Sheet Number(s): 1� l "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: RECEIVED PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431 -3665 1 ti r• City of Tukwila ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2- after Permit is Issued John W. Rants, Mayor Department of Community Development Steve Lancaster, Director • iM 4?: o •tFR.fiC`t• - IF2ttl E'�3 r 4 Sec r A Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 7 1 /i 7/ Plan Check/Permit Number: 0 /4— O' 30 RECEIVED '.III' OF TUKWILA PR 1 2000 PERMIT CENTER Project Name: F. a, rl ti (.e Y 1 a �-- Project Address: ?j cJ 1 7 '3 , 12 0 * " LI PI Contact Person: A la 4.- 1 y 16 a Phone Number: 20C. - 41. 33 —•B9 4 7 Summary of Revision: Aid C,o1nG Ir 4_e e l a. 0. "- d0 G Ic ✓1 t� cooV- 4 P . 64- -f-� d oo Sheet Number(s): IT- — r"" "Cloud" or highlight all areas of revision including date eo ofrevision Received at the City of Tukwila Permit Center by: ..Jl../ E ' ntered in Sierra on "1 I U' 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 019- Q 4.5o Date: 3/ 1 51O6 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # T4after Permit is Issued Project Name: a e Go to V Project Address: 7 � . � 2O 2 t� h Contact Person: A tai, 1 ' y Summary of Revision: 4) o) feki'fr. 0F a)oQVS a 4 {-w.e .ei-, R oo ... i Z N 2. b ao ld I , ..k I9 2q ) 1 i �o� � 1 aold 1 ra- 4-� S' 5 t h .j( t wd o,nl 1 i. e.-k , 1 �.�.� Ot>ty to caz, ) doe ✓ n e �{ Sheet Number(s): 1 �' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ic 'Entered in Sierra on E'2 C) Phone Number: e,Q1D - 4 -8q q KE(. EIVED CITY OF TUKWILA MAR 1 5 anon YtKMI I (,EN I EK 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 SilnayW".40t 1.-, t4f.FLf MNNKna /. n•(Y;rym City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12 A°/ q/ ❑ Response to Incomplete Letter # El Response to Correction Letter # P >n ems, - C-4,11 ❑ Revision # after Permit is Issued Project Name: Project Address: Plan Check/Permit Number: P / q- d y 3 a 1 I a c...e Contact Person: A la tS Phone Number: a Co — 3 3 - olq 7 Summar of Revision: .. L(/ 2- a J e v' o-- V /. 5 -eo -1-' LLs 5 f t„, 2 -4 6-p 1 ,24.,„ 7 ‘ t (VI r� o (A.) $ x i �4- � -u� vv �2 5 �f - w u l I . r11 - etv � KG li4I J C Get (4; +clv1 Ca mot < / d.� -a DEC 9 0 1999 PERMIT CSR John W. Rants, Mayor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 41313665 City of Tukwila Fire Department Fire Department Review Control #D99-0430 (512) Re: Rainier Color - South 120 Place Dear Sir: December 15, 1999 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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 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, John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-1404 • Fax (206) .57$4439 f fed rs City of Tukwila Fire Department Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly 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 10, 4 -3, 4 -4) 2. 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) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) 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. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) .57.5-4439 City of Tukwila Fire Department Page number 3 Thomas P. Keefe, Fire Chief 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 1003.2.9, 1003.2.9.2) Exits shall not pass'through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75.4404 • Fax (206) 575-4439 Yours truly, City of Tukwila Fire Department Page number 4 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type,. of construction, draft stop 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 1111.1) • This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Preven on Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 1206) 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 .v' /' Sink, bar or lavatory 2 1 jJ / 17.- Sink, clinic, flushing 10 10 Sink, kitchen 4 2 ---.. Sink, other 4 - 2 . Sink wash, circle spray 4 4 .i sr Urinal, flush tank 3 3 — ----. Urinal, pedestal 10 10 Urinal, wall or stall 5 5 2.. -- 1 0 Water closet tank 5 3 y i 2,. 0 Water closet, flush valve 10 6 Owner's Mailing Address: (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units 1 1 4 " Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11/98) 20 RCE Moritfily gate s f WO OfAt SIx Mtmth Due` _` White - King County 4, 1 Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. KING `°""'Y 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) Owners Name � a►10.4 / GO (last, First, ' Midis Initial) Property Tax ID# lo2. 30L4 —g 6 6,6i— 01 Property Legal Address: Building Name (if applicable) el J G Subdivision Name R : ��►"� Lot # ( loo 81 1 Party to be Billed (if different from owne S A..." -e S # Block # 81 k 3 Party's Mailing Address: (if different from property address) Property Street 3 41 7 4. 12-0 4.-t, ' kcc. Address City, State, Zip -1w \tw,ift. (Alt, Tel O Owner's Phone Number (' ) or Property Contact Phone # ( ) City or Sewer District "fkk W r 1- Date of Connection l .%ct wJ Side Sewer Permit # 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 (gaVday) C. Total Residential Customer Equivalents: (add A & B) A B 187 RCE RCE 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. Signature of Owner /J Representative Print Name of Owner/ ., � �k)tt4i, Representative AI .1 rvot t. haul Date I7- /t /q Yellow - Local Sewer Agency Pink - Sewer Customer 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 b / 1-1.... Sink, clinic, flushing 10 10 i Sink, kitchen 4 2 --.. / • Sink, other 4 - 2 1 --• Sink wash, circle spray 4 4 — .-" IF Urinal, flush tank 3 3 - Urinal, pedestal - 10 10 — i Urinal, wall or stall 5 5 2- -- 1 O Water closet tank 5 3 L 2 0 Water closet, flush valve 10 6 t, Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name 4odae y G v % . Property Tax ID # io2- 3 o y — 9 6 (o e — O, (Last, First, le Initial) Property Legal Address: $ Building Name (if applicable) Subdivision Name R i ��v4-o h 14e Lot # $ J-. �p Party to be Billed (if different from owne 5 651 4 f Subdiv. # Block # 61 k 3 Party's Mailing Address: (if different from property address) Property Street 3 4! 7 4. l 2 O 4--t. p (e.ce. Address City, State, Zip 11A. \ .1. k 1 4.., '9 / O Owner's Phone Number ( ) or Property Contact Phone # Owner's Mailing Address: (if different from above) City or Sewer District 1kk Date of Connection fj: r S1- 1, wJ Side Sewer Permit # KING COUNTY A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Total Fixture Units l 1 CO 'L.• RCE ;For ccount .A 4 ti Monthl Raton , 'Slx` :SY White - King County � .. 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 (gaVday) A B 187 RCE Yellow - Local Sewer Agency Pink - Sewer l;,ustomer C. Total Residential Customer Equivalents: (add A & B) RCE 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 rqvised capacity charge. / Signature of Owner/ Representative Print Name of Owner/ � � I Wad n. J1s w,q �7ctut Date 1058 (Rev. 11/96) TOTAL P.02 resit- r.IhtGrG 15u i t-. r- ' o LdNY.trPE GYoi . Fjlii�rJ�N/af'f•�. lerot£u. ) 124 -p4 91 L 1.r+- +L'YSC4 'tr C4P'ii 'L4�p e 'er . ow ar<_, Zaa•o - - SEE A r Lss.l_l 0 20 50 100 150 FT. D99 -0430 EXPIRED LEOAL DESCRIPTION PROJECT SITE t RNettOn sr si<'IaP Lots 1_ to 16, vacated Black 3 aid - Lots 1 to 8, vacated Block 4, in the Plat of Riverton, being replat of Riverside Interurban Tracts, recorded in Ynl,am. 13 of Plats,. page 36 in King County,, Washington; together with the portions of 34th Avenue South. and 123rd which attached to said lots by operation of law; also.that portion of Government Lot 15, Section 10,•Township•23 North, - Range 4 East, W.M., in King County Washington, described as Beginning at the intersection of the southerly margin Primary State Highway No. 1 /SR 5991 with the westerly margin of East Marginal Way in the Northwest quarter of. said Section 10; thence South t6 29'06 East along said westerly margin 534.84 feet to • the, true, point of begining;• thence South 78•43'27" West 415.05 feet; thence North 87 30'37" West 726.40 feet to the West line of Government Lot 15; thence South 01 48'37" West along said wrest line to the north line of the aforesaid plat of Riverton; thence easterly along said north line .to a line parallel to at4 820 feet from the.west 11. of said Government Lot. 1.5; thence northerly along said parallel line 376.O1.feet to the Northwest. corner of the =raverso •property as described in deed recorded under file number 5612479; • thence easterly along the Korth line of said Traverso property 474.74 feet to the westerly margin of-East Marginal Way; thence northerly along said west margin to the point of beginning., TOTAL VICINITY MAP FILE COPY Plan C. ors and omissions p!c:, C.ss not autheitte the violatic... c; adopted code Of 01111=11 apt of cow...: copy c kMed Date 1 /4 -00 BUILDING 4 SITE STATISTICS - BUILDING CODE 911.13C - ZONING - ZONNG - BUILDING AREA-BLOO C 101.500 5F. - TENANT AREA 23,150 SF. -TYPE of CONSTN LICTIGN V-N SPRMKLERED - OCCUPANCY CL 4e61FICATICN MAW4FACRIRING F -I OFFICE 5 - OCCUPANCY LOAD MANUFACTURING 5,962 i 200.895I OFFICE 51E8; 100.5188 TOTAL 44119 - REQUIRED PAWING MANIFACTL RING 1,962 - 102'0.1.96 STALL5 OFFICE 5,195 - 333.135 5TALL5 199-0'130 SEPARATE PER!, RE9U RED FC • ! ECHANIC:',_ dWLECTRICAL L IikUila8l,:.G !GAS 'iRV C:iY c: a EUILC L. jN 3534 STALLS SP GUY OF IUft1`fitfi ,kPPPOVE € 'Et:h'evEil DEC 7'1999 PERMIT CENTER d1 4t 8 0 ED IR° PLYIID. SHTG. BOX BEAM, 2 -8X18 GA JOISTS W/ 18 GA TRACK TOP t BOTTOM 8948 GA STEEL JOISTS • 24' OL. MI6 GA STEEL 11 1 TRACK LEDGER _ W/ 12- DRIVEN I ANCHORS • 24" OL. i I / ,1 AN \ I STAGGERED 1 l50" / 0 EXIST'G CONCRETE WALL 1/4 ".1' -0" 8"X18 GA STEEL STUDS • 24" OL. 6'-6" ± I-10T UJATER TANK PLATFORM EDGE OF EXIST'G ASPHALT PAVING • 26' -9' 24'-6!' CENTER OF MSS SUPPORTS 24' -6Y GYP.IID.RLL NEIfi1T CH R�Q'1 •!! BIDE Lf IWJ. 24-6i° Lej VIEW OFFICE SN1I -CUT NEW STOREFRONT SCHEDULE 15' -U' STOR / VIE I6 HALL 24'-bY NEW DEMISING WALL PRE -PRESS PRODUCTION 52' -10E 24' b1' 24'-6 LUNCH ���`:�ui i 1IT i`........ 18' -el" OEM 1-4 3 E13011211121 24' -6I" 26' -9 544' PLAN FOR � ELEVATION ! P HALL 1 i �� © R� Q II ® OFFICE •- ®� 7 - 1 1 �� © © �� "'/ S �`� DETAIL OF RR r1 " , lr 71 =1 __ ��i�t T �. ,. �O !D �© Q �'- — EE commtacr � *row �' , iQ���`:� , � �I ��� RECE' � � 11415 AREA. etm"vamea s � T =MIT �tFIC= OFFICE OFFICE OFFICE 0 ua•u.r.usx"' RECEIVED CM OFTh IA MAY - t 2000 PERMIT CENTER O OINK LOOK FL4 1/4 ".1' -0" U IQ / UNDER T H IS ERRIT KEY PLAN N.T.S. /--1 I/4" a GRAB BAR MOUNTED • 34" AFF. TOP OF SEAT • IT TO 19' OFF. TOP OF LAV BASN • MAX 34' AFF. t MIN. 29" CLEAR UNDERNEATH LEVER HANDLE FAUCET MOUNTED MAX 19" FROM FRONT. NSULATE HOT WATER EUPPLY 4 WASTE LINES // 0 ST OO TOP of SEAT • IT TO 19" OFF. 1 1 /4" a GRAB BAR MOUNTED • 34' OFF. O r — TOP CF LAV BASH • MAX. 34 AFF. E MN 29" CLEAR INDEREAT14 LEVER HANDLE FAUCET MOUNTED MAX B' FROM FRONT. INSULATE NOT WATER SUPPLY ! WASTE LINES EXIS7'G STAIR ! LANDING 1/4 ".1' -0" 0 TOILET PARTITION 13'-6' TOP OF SEAT .11 °tO H "OFF. 11/4' + GRAB BAR MOUNTED • 34' AFF. TOP CF SEAT • 11" TO B" AFF. 5 FLOOR F_ 4N = R STROO ' S D99 -0430 : EXPIRED DOOR SCHEDULE DOOR 9: 3' -0' x T-0' ANODIZED ALICINII DOOR CLOSER WEATHER STRIPPNG THRESHOLD, LOCK SIGN 'THIS DOOR TO REMAN UNLOCKED DURING EJLSNE55 HOURS'. HARDWARE TYPE - A DOOR '2 3 -2' -8' x T-0' x 1 -3/8' SL. UIOOD, FLUSH FULLS, METAL TRACK SMOOTH FETAL JAMB. DOORS 3, 4, 5, ! 6: 3'-0' x T-0' x I -314' S.C. WOOD DOOR METAL JAMB, LOCKSET, SMOKE GASKET, 1-112 PAIR EUTTS CLOSER 20 NINITE ASSEMBLY. HARDWARE TYPE - E DOORS 9, S 9,14, B, tT18,20 2U 3'-0" x T-0' x 1-3/4' SC. WOOD DOOR METAL JAMB LATCH SET, 1 -1/2 PAIR BUTTS, SMOKE GASKET, CLOSER 20 MNEE ASSEMBLT HARDWARE TYPE - C DOORS 93: PR 3'-0' x V-0' x 1 -3/4' S.C. WOOD DOOR METAL JAMB, SMOKE GAECET, GLOMS, 3 PAIR BUTTS AUTOMATIC FL9514 BOLT, 20 MINUTE ASSEMBLY. HARDWARE TYRE -14 DOORS .5,10,1‘,, 3'-0' x T-0' x I -3/4' S.C. UIOOD DOOR, METAL J. PRIVACY LOCK SMOI:E GASKET, CLOSER I -542 PAIR BUTTS 20 MRLTE ASSEMBLY. HARDWARE TYPE - D DOOR 91: 3' -0' x 1'-0' x I -3/4' S.C. WOOD DOOR METAL JAMB, LATCFEET, I -542 PAIR BURS, EVKE GASKET, CLOSER 20 MN1TE A55ET BL" HARDWARE TYPE - C DOORS 99, 22,23, 24,25, 26, 2T, 28 ! 35: 3'-0' x 1'-0' x 1 -314' SC. WOOD POOR METAL JAMB, PAIR BUTTS, 3 SILENCERS. LAICI4SET. HARDWARE TYPE - F DOORS' 36: 3'-0' x 1'-0' x 1 -3/4' HOLLOW METAL DOOR Q3 AND J41 1 -1/2 PAIR BURS CLOSER UEATNERSTRIP, THRESHOLD, LOCKSET, RAN DRIP CAP. 144E14 RE TYPE - B DOORS 1930 33: EXISTING 3'-0' x T-0' x 1 -3/4' HOLLOW ® METAL DOOR AND JAMB CHANGE LOCKS. HARDWARE TYPE - G DOORS '31, 32: EXISTING OYER1EAD DOOR NO WORK DOORS 51: PR 3'-0' x 1'-0' x 1-3/4' S.C. WOW DOOR, Q 3 METAL J A M B , 4 SILENCERS, =SE ES, 3 PAIR EV7RT5 AUTOMATIC FLUSH BOLT, LOCK4Ef DOORS 38: 3'-0' x P-0' x I -3/4' SL. ROOD DOOR L '., METAL J4116,1 -1/2 PAR BUTTS 3 SILENCERS, LO0KSET. =LOO1R FLAN SCALE: 3/32' • 1 -0' ROOM SCHEDULE ROOMS: 1,2,3,401,1123,14,11,18,19,2026, FLOOR- CARPET BASE- 4" RIBBER WALLS- PAINTED GYP. BD, EGGSHELL ENAMEL CEILING- 230 SUSPENDED ACOUSTICAL ROOMS: 1J216"N2233428 FLOOR- VCT BASE- 4" RESER WALLS- PAINTED GYP. BD, EGGSHELL ENAMEL CEILING- 2'X4' SUSPENDED ACOUSTICAL Q ROOMS: 83)045 FLOOR - SHEET VINYL BASE- 5" COVED SHEET VINYL WALLS- PANTED GYP. BD, EGGSHELL ENAMEL WANaCO 4' 11t14 PLASTIC LATINATE CEILING- 2X4' SUSPENDED ACOUSTICAL ROOM: 24 FLOOR - VCT BASE- 4" RUBBER WALLS- PANTED GYP. BD, EGGSHELL ENAMEL CEILING- 2'X4' SUSPENDED VNYL COATED IILES ROOMS 25 ! 26 FLOOR- SEALED CONCRETE WALLS- FIR TAPED NEW GYP. BD. WALL5 CEILING- EXISTING EXPOSED STRICTURE 4 NSIJLATION UJINDOUJ SCHEDULE ® 411UC4'14. RECITE N METAL FRAME, SILL • 3' AFF. SAFETY GLAZING ® SAW -CUT 914X1'4.OPENING W/ SILL • FN1814 FLOOR INSTALL ANODIZED ALUMNU-1 STOREFRONT W/ I' INSULATED GLASS SHGC•I, U•.48 MNR'UI, SEE SECTION G/1 -3 4 DTLS.12 4 BR -4 © 6'- 914X434 RELITE, WIRE GLASS N METAL FRAME, 3/4 HOUR RATED ASSEMBLY. SEE ELEVATION W1 -3 ! DTL 14/14 -4 © 542 -652 314X44.OPENNG 154 SILL • 3' -0' OFF, INSTALL ANODIZED ALUIN STOREFRONT 8/ 1' INSULATED GLASS 0 M REFR SF50 =1, 15.48 41114110, SEE ELVATION F/T -3 SIM, D1LS. 9 40/T-4, 4 STRUCTURAL DRAM* 5 -1 O 2'-391X414. RECITE, WIRE GLASS N METAL FRAME, 3/4 HOUR RATED ASSEMBLY. SEE ELEVATION J12 -3 4 DTL. 14/21 -4 I \ 4'- 69WX414. RECITE, WIRE GLASS SI METAL FRAME, 3/4 HOUR RATED ASSEhEL.Y. SEE ELEVATION K/T -3 4 DTL. 14/71-4 0 10 20 SCALE 3/32" = I' -0 100 -6" 0 0 0 0 0 0 IUALL TYPES 1111111111111111111 10111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIII 1I11111111111111111111111NIIlIN111111N1111111111111111111111111111111111111111111111111111111111111111111111111111 5/8' GYP. BD. OVER 2 IR9C25GA. STEEL STUDS • 24" 0L. OVER EXISTING R-11 STICK PINNED FIBERGLASS INSULATION 4 CONCRETE WALL. RN TO 6' A80VE CEILNG, SEE 5E02104 4/1 -3. EXISTING R -II STICK PRRIED FIBERGLASS INSULATION OVER CONCRETE WALL. 5/8' GYP. BD. BOTH 5IDE5 3 (/2905 GA. STEEL STUDS • 24' OL. FROM FLOOR TO 1NDER5IDE OF CEILING. SEE DETAILS 14 2/T -4. 5/8' GYP. 130. B0114 SIDES 3 1/•45 GA STEEL STUDS • 24' 00. 4 SOUND BATT INSULATION FILL HEIGHT FROM FLOOR TO UNDERSIDE OF CEILING. SEE DETAILS 1 1 2/1 -4 RBTALL 22' WIDE Solo BATT5 ON CEILING BOTH SIDES OF WALL. SAME AS WALL TYRE PLUMBING WALL, 5/8' WATERPROOF GYP. BD. 80114 SIDES OF 8"X25 GA STEEL 51105.24' 0L. FROM FLOOR TO UNDERSIDE OF CEILING. SAME AS WALL TYPE 0 0 EXCEPT SEE DETAIL 3/7-4 FOR TOP CF WALL EXCEPT USE 5/8" TYPE 'X' GYP. BD. BOTH SIDES, ONE -HOUR RATED. RILL HEIGHT WALL FROM FLOOR TO UNDERSIDE OF ROOF STRUCTURE. 5/8" GYP. BD. 110114 SIDES 6" STEEL STUDS • 24" 00, SEE DETAILS I ! 4/1 - 4. LOOK EXISTING OVERHEAD DOOR CLOSED, W/ MINIMUM 12' HIGH L6I It PAINTED 11-1E FOLLOWING SIGN, "MI5 DOOR mom., INSTALL 5/8° GYP. BD. OVER 3 542°X25 GA STEEL STUDS • 24" 00. R -11 BATT INSULATION SEE SECTION C/1 -3. � L I 5/8' GYP. BD. 80714 SIDES 3 1/2700 GA. STEEL STUDS • 24" 0L, SEE SECTION BR -3 I s FULL NE V3HT DEMISING WALL, 5/8" GYP. BD. BOTH SIDES 6' STEEL 51305 • 24° 00, SEE DETAILS 4 4 5 /1 -4. l - -i INSTALL R-II 11412 RBULATION FROM FLOOR TO 6" ABOVE WILM 3 :IF PCCMF. 20 4 24. 10 104 SERVER 21 SAME AS WALL TYRE 01154081411 NO RELATION. 5/5' TYPE 7c' GYP. 80.130714 SIP-ES 3 I/2925 GA STEEL STUDS a 24 00. 4igIR RATED. WE SCION D/T-3. SAME AS WALL TYPE la EXCEPT WALL 15 TO BE =ND NECLATED. 0811 SECTION D,T -3. EXISTING CONCRETE FROM FLOOR 10 UNDERSIDE OF ROOF DECK 50 FEET PLOT DATE 4/13/00 REMOVE EXIST1 DOOR INSTALL NEW WALL NEW HOLLOW METAL DOOR W/ 1EA1NER5TRIP, TI- NE8NOLD, LOCX5ET, 4 CLOSER SEE ELEVATION 1./1 -3 REMOVE EXI5T'G 014. DOOR ! TRACK, INSTALL NEW WALL 4 WINDOW PER SECTION C/T -3 NW, FOR NEW OILS, SEE WINDOW 512E CI \CAD \9965RNCLR \T -1 A REVISIO L99 0'130 S 0 a 16 U Q> N.T.S. L PERMIT R KE P= AN 24' -6Y' 24' -61" li >o-__ >MI__ _ >� __ 111111111•111111111111111=11111 _______» 1_M__CI_W 4_ EMIE 1_____.11_______11__________ 13 1 ______I________11______ __r�l'' BO 11_» __0 �_I_>��__>iM__MII.1�__I______■1 h ' I -mutimmaima a' iii ,..,„ ...s. ., .,..- 1___________m_1ie__1__________■ 1__________ ___10 ____urumil Elmo -__. 5__ _1_»_r__�1___ =� =I 1__1_____1_____ I��l�l� " _ __m I___��m.�__ ■ ■ ■ ■ ■ ■■ 11 a. ■ ®al l _______________> 1I__ _'_1_�: 1111.1.111 1 »>�_1 ■, >� <'_�0�_1_ »=2__- ___II____�___III MN 1_ E ___-5�1_C___'∎MQ_ 3 _; , _�53_:I mI_ !DICE 1Ir'_1��1___m_i__m_Eln_o_�_1 a_ _NNii I „ ■ »_ ■ ►__!Li_________®m__li_�_r__Il • • 1 ■_■ _I:31> �__���__>I _> _Nit7__II■■�� ���__ >e mow/ �_1M__________I_> _II______EII 1__________mm___ ®_____1111 IN 1__1210_________©l___II_ __DMILI �m 1=111rI■>�t__Ei��_1_>�2_> ®fl_ _1______03IIIIA �m � :. er_�: ��a L M, :, I_ 11ifl.ii____.lE_iiEll_i'i11_ii__ _Pss�lsm It�I 1_ 1__WMOM_IIFs I:1EE_RsM __ZNIMIRM ___"r [PP 1■ `3it■____II_® IIF7__II__11i___ mom' MI a__I__1I.1_______ I_ 1_®■ �s��_ M_ OmI1ylEz_Os►�__91M1 Is�ls��_ _0��IsIS_ 1 ®I MEM= •111111t1111IM_II__II■1_IIM_ ____ O OL. MAIN RUNNERS 4' OL. MAN RIMERS 4 O.C. MAIN RUNNERS EXISTING EXPOSED ROLE STRUCTURE 4 INSULATION MANUFACTURING LIGHTING NOT TO EXCEED 15 WATTS 24'-61' SCALE: 3/32' = I' -0" PAINTED GYP. BD. CEILING • 9' -0' ARE 24'-6" 2'X4' SUSPENDED VINYL COATEE) ACCUST1CAL CEILING • 5' -0' AFF. SEE DETAILS 1'4 8R -3 ECTED CE I PANTED GYP. BD. CEILING • 9'-0" AFF. NSTALL R -19 BATT NSULATION ON TOP OF CEILNG f NG STN 24' -br 0 10 20 SCALE 3/32" = 1'-0" 24-6S" 24' -b1" SYMBOL LEGEND 5 2 BULB WALL MOUNTED INCANDESCENT LIGHT FIXTURE, 120 WATTS bid 4 BULB WALL MOUNTED INCANDESCENT LIGHT FIXTURE, 240 WATTS Q EXHAUST FAN O RECESSED COMPACT FLUORESCENT, 25 WATTS I'X4' SURFACE MOUNTED 2 TUBE, T -8 FLUORESCENT LIGHT FIXTURE WV ELECTRONIC BALLAST t WRAP AROUND ACRYLIC LENSE, 50 WATTS ® 2 RE 'X4' CESSED 31UBE T -8 FLUORESCENT LIGHT FIXTURE W/ ELEC TRONIC BAU.A t OPEN PARABOLIC LENSE, 90 WATTS 2'X4' RECESSED 3 TUBE, T -8 FLUORE6CENT LIGHT FIXTURE W/ ELE BALL AST t OPEN PARACUBE LENSE, 90 WATTS 2'X4' RECESSED 2 TUBE, T -8 FLUORESCENT LIGHT FIXTURE W/ ELECTRONIC BALLAST t OPEN PARABOLIC LENSE, 50 WATTS IXI INTERNALLY ILLUMINATED EXIT SIGN S SINGLE POLE LIGHT SWITCH 8 3 -1.14Y LIGHT SWITCH 26'-9' io D99 -0430 111111111111111111 1111111111111111111111111111111111111 IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIII50 FEET EXPIRED 2- PAINTED GYP. BD. CEILING • 9' -0' AFF, INSTALL R -I9 BATT INSULATION CN TOP OF CEILING. TYPICAL 2X4 SUSPENDED ACOUSTICAL CEILING • 9' -0' AFF. UNLESS NOTED OTHERWISE SEE DETAILS "1 4 5R -3, INSTALL R -19 BATT INSULATION ON TOP OF CEILNG CITY OF TUKVILS JAN 10 - ,1 ` ?'Tl'(`F TUHWILH DEC 7 1999 PERMIT CENTER PLOT DATE 12/6/99 C \CAD \9965RNCLR \T -4 in veS �:IIIiIIIIIIIII ?Ii ?till?? IIII 2 5/8" GYP. BD. OVER VAPOR BARRIER �— 2 I/2 X25 GA STEEL STUDS • 24" O.C. O FURRING 0 EXIST'G EXTERIOR WALL 12" =1' -0" SUSPENDED CEILING PANTED GYP. S. R -IS BATT INSULATION SUSPENDED CEILING EXIST'G R -I! STICK PNNED INSULATION EXISTS CONCRETE WALL STEEL BOTTOM TRACK V POUDER DRIVEN FASTENERS • 24" or EXISTS CONCRETE SLAB ON -GRADE WINDOW IN EXIST'G EXTERIOR WALL 12 " =1' -0" SUSPENDED CEILING PAINTED GYP WE GLASS N METAL FRAME 3/4 HOUR RATED ASSEMBLY 2' -4F I 2' -41 4' - Si" m RELITE 3/4 HOUR RATED ANODIZED ALUMNUM STOREFRONT WINDOW UY I" NSULATED GLASS D. J 8 "X20 GA STEEL JOIST 3/4" PLYWD. 8 "X20 GA STEEL JOISTS • 24" O.C. 5/8" GYP. BD. 6 "X20 GA STEEL STUDS • 24" O.C. STEEL BOTTOM TRACK 1.11/ POWDER DRIVEN FASTENERS • 24" 0.0 EXISTS CONC. . SLAB ON -GRADE COMPRESSOR ROOM WALL 12 " =1' -0" O ENTRANCE IN EXIST'G EXTERIOR WALL O SALE/CSR DOOR 4 WINDOW `_-N C FURRING e EXIST'G OVERHEAD DOOR 12 " =I' -0" m 6 EQAL SPACE5.1' -21" R - BAIT NSULATION SUSPENDED CEILING /LLAL DOOR 4 JAMB ANODIZED ALUM. ST W'" NSULATED GLA D99 -0430 EXPIRED EXISTS R -II STICK PINNED NSULATION EXISTS CONCRETE WALL 2 - IR" STEEL STUD •24" OC. 5/8" GYP. ED. OVER 3 67"X25 GA STEEL STUDS • 24" CC. WRIETAL CORNER 4 EDGE BEAD, FNISH SMOOTH ■ 1 -USH REMOVE EXISTS OVERMAD DOOR EXISTS CONCRETE SLAB ON -GRADE En 6 EQAL SPACES.?` -2Y O REL ITE 3/4 HOUR R4TED PANTED GYP. BD. R - BATT INSULATION 29SM ?Q99999 SAM ONE -TOUR CORRIDOR I2 ".1' -0= 5/8" TrA PLYWD. OVER 8"X18 GA STEEL JOISTS • 24" 00. PER GA FILE NO. FC 4502 .I1III,IIIt,II :!.01,117 ,I1'Iiiniti1litjii .- SUSPENDED CEILING 5/8" GYP. ED. TYPE 'X 5/8" GYP. BD. TYPE 7(' 50TH SIDES 3 5/8"X25 GA. • 24" 00. PER GA FILE NO. STEEL BOTTOM TRACK WI POWDER DRIVEN FASTENERS s 24" O.C. EXIST'G CONCRETE SLAB ON -GRADE GLASS N 1ST HOUR RATED NOTES: 1)5' CLEAR TURING RADPJS AT LANDING 2)1:20 ROE MAX AT RAMP 3) CONTINUOUS GRIP RAIL -TOP 34" TO 3S", MIDDLE 16" TO IS" 4) LUMBER TO BE PRESSURE TREATED STAIRS: 3 RISERS 40V0 AND 2 TREADS • II• SOUTH ELEVATION SCALE: V4" • 1 -0• PLAN SCALE: V4• = 1'-0" NOTES: 1) 5' CLEAR TUR4NG RADIUS AT LANDING 2) I:20 RISE MAX. AT RAMP 3) CONTNUOUS GRIP RAIL -TOP 34" TO 36 ", MIDDLE I6" TO 18" 4) LUMBER TO BE PRESSURE TREATED SCALE 1/4" • I' -0" 5' DIAMETER TURING RADIUS SCALE 1/4" • I' -0" 17 7/ 7 .7/W 33.E IMMIN•11"a!° maw ■ 4 MAX TRANSITION 2 x 6 DECKING HEIGHT PRESSURE TREATED 4 x 4 PRESSURE TREATED POST T "coil iski t L .~ RESTNG ON TOP OF EXISTNG ANNA, ' 12' 16' RE VlSI 0 4X4 PRESSURE POST SET N CON PANTED W. B0. R -19 BATT NSULATION O ONE -HOUR CORRIDOR 6 RESTROOM SUSPENDED CEILING PANTED GYP. BD. 2'-41" 5/8"T40 PLYWD. OVER 8 "XIS GA. STEEL JOISTS a 24" OC. FER GA FILE NO. FC 4502 SUSPENDED CEILING 5/8" GYP. BD. TYPE 'X' 5/8" GYP. BD. TYPE 'X' BOTH SIDES 3 5/8 "X25 GA 124" 00. PER GA FILE NO, 1200 STEEL BOTTOM TRACK W/ POWER DRAW FASTENERS 4 24° 00 EXISTS CONCRETE SLAB ON-GRADE WIRE GLASS N METAL FRAME 3/4 HOUR RATED ASSEMBLY CONT. GRIP RAIL '• - ADA STANDARDS ® EXTEND 24" BEYOND TOP END OF P00 O ELITE R3/4 HOU -A ° " BEYOND BOTTAI END OFRAMP 4 MIDRAIL 12 " =I'-0" PLOT DATE 4/17/00 3 201 S C D 2 9- O 130 a n or CTI (0 (0 0 0 v Z W Z 0 F a OD 0 Q 4 a D\CAD \9965RNCLR \T - 4 a Nz WU E a -- Rita '-W -mar FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN NTERSEGTING WALL, PROVIDE 12ga. WIRES SPLAYED e 45 TO AN EYE SCREW a ROOF AND TOP OF WALL R - BATT INSULATION ATTACH TOP RUNNER TRACK TO CEILING GRID WITH 2 - '6 x I I /8" LONG SCREWS AT 2' -0" O.C. TYPICAL STUDS - 3 V2 ", 25G4. STEEL a 24" O.C. (FOR WALL INSULATION SEE PLAN) 5/8" GYP. BD. EA. SIDE (FLUSH FNISH). E ISTG 4X16 DF. • • 8' -0' O.C. CD WALL TO SUSPENDED CEILING SCALD 1 1/2' = 1' -0' TYPICAL WALL FRAMING BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS AT 24' O.C. I 2 " RUBBER BASE•C: jT___ --- 5/8" GYP. BD. BOTH SIDES 6 "X20 GA STUDS e 24' O.G. OW! SEE REFLECTED CEILING PLAN ® 'ALL TO SLAB SCALE; 1 1/2' = 1' -0' R 19 BATT INSULATION r 67(20 GA STEEL JOISTS !!!!!1ii11! ��1 .AI 5/8" GYP. BATT INSULATION 5/8" GYP. BD. BOTH SIDES STEEL STUDS a 24" OC. SOUND BATT "SOLUTION 5/8" GYP. BD. (TYPE 'X' a FIRE RATED WALLS) ACOUSTICAL BLANKET eSCUND WALL. CONC. SLAB ON GRADE CAULK GYP. BD. TO FLOOR ALL WAND AND NSUL. WALLS D. BOTH SIDES (D WALL BETWEEN RESTR❑ ❑MS SCALD 1 1/2' = 1' -0' EXIST& F'LYUD. OVER EXISTG ROOF STRUCTURE EXISTG R -II NSULATION EXIST& PLYWD. OVER EXISTING ROOF STRICTURE EXISTG 4X6 EXIST'& R -II INSULATION EXIST& STEEL BEAM DEFLECTION TRACK 5/8" GYP. BD. BOTH SIDES 6 "100 GA. STUDS a 24" O.C. DEMISING WALL ON GRID C OCL ❑SET DOOR HEAD SCALE: 1 1/2' = 1' -0' 1 1/2' =1' -0' ®FURRING @ EXTERI ❑R WALL SCALE: 1 1/2' = 1' -0' NOTE: I. USE IN SEISMIC AREA AS REO'D BY CODE 2. SUPPOSING WIRES TO BE.9GAe 0/C CONNECTED TO BOTTOM CHORD OF TRUSS W/ 11/4" EYE SCREWS. EMBED I" MIN. 3.8'- 0" TO 16'- 0" AFF. EXISTG CONCRETE WALL EXISTG STICK PINNED R -II NSULATION CONT. STEEL TRACK 3 I/O' STEEL STUDS W/ TAB ATTACHED TO CONCRETE WALL t TO 2 IR' STEEL STUDS LOCATE e 12' x 16' SPACING R -19 BATT NSULATION SUSPENDED CEILING 2 I/2"105 GA. STEEL STUDS e 24" 0.C. 5/e" GYPI0D. NSTALL q2 GA VERTICAL WIRE CONNECTED TO MAN RUNNER t TO STRUCTURE ABOVE. INSTALL A SECTION OFIIR "x20 GA. STUDS W/VERTICAL WIRE RIMING THRU CENTER OF mos. STUDS 10 RUN FROM TOP OF TEE TO BOTTOM OF 5TR 10113 E ABOVE. WRAP END OF VERTICAL WIRE AROUND STUDS BOTTOM. FASTEN STUDS TOGETHER W/ SCREWS Al IS" 0/C (SEE DTL / ) CROSS RIMIER NSTALL 102 GA. WIRE CROSS BRACING N EA. PLANE OF MAN RUNNER 12' -0" 0/C e 45 ANGLE N BOTH DIRECTIONS W/ THE FIRST PONT WITHIN 6' -0" FROM EA. WALL 5/8" GYP. BD. BOTH SIDES STEEL STUDS a 24" OG. 3 1/2'700 GA. TOP t BOTTOM 2 -5100 GA STUDS 2X4 BACKING SMOOTH METAL JAMB WI SNAP ON CASING 5/8" GYP. BD. 60114 SIDES STEEL STUDS • 24" 0.0 2X4 BACKING SMOOTH METAL JAMB W/ SNAP ON CA61NG METAL TRACK t ROLER HARDWARE FOR SLIDNG DOOR -- CLEAR 1X4 10000 TRIM - 13/8" 5.C. WOOD DOOR - ® CLDSET DOOR JAMB 1 1/2' =1' -0' R 19 BATT INSULATION 1/2" GYP. BD. OR CEILING: TILES BRACED OR STRAPPED TOGETHER TO PROVIDE AIR TIGHT ENCLOSURE W/ INSULATION ABOVE - STEEL STUD FRAMING AS REQUIRED CAULK 5/8" GYP. BD. OVER 2 - 1R" 5TL. STUDS a 24' 0.C. BAST NSULATION FLUORESCENT FIXTURE FOR RECESSED LIGHTS IN AN INSULATED SUSPENDED CEILINGS MAN RUNNER SEISMIC BRACING FIXTURE PR❑TECTI ❑N NO SCALE °LIGHT SCALD 1 1/2' 1' 0' O WALL BETWEEN ROOM #'S 24 & 26 (DSEISMIC BRACING @ AC ❑UST. CLG, °EXTERIOR WIND ❑W SILL SCALD 1 1/2' = 1' -0' NO SCALE SCALD 1 1/2' = 1' -0' ANODIZED ALUM STOREFRONT W/ I" INSULATED GLAZNG CAULK SECTION ® FLASHET TIER CONCRETE TILT UP PANEL (SUB -SILL) 0)0 0310431 (hALL SECTION ® EXTERIDR WIND ❑W JAMB SCALD 1 1/2' = (p/4 HOUR RECITE ALD 1 1/2' = WIRE GLASS 3/4" METAL STOPS 60114 SIDES METAL JAMB W /SNAP ON CASINGS 5/8" TYPE 'X'GYP. BD. 80114 SIDES STEEL STUDS a 24" 0.C. - EXISTING CONC. WALL CAULK ANODIZED ALUM. STOREFRONT W/ I" INSULATED GLAZING CAULK R -11 15417 NSULATION 5/8" GYP. BD. OVER 2 -1/2" 511. STUDS a 24" 0.C. SECTION SECTION TA c t -011-3° 110/77 JAN 1 i ...fl DEC '719N PERMIT CENTEF W6 raz. EQ �++W W Vi o3 �W a rvnw U 1Lekg 00 CNi d 0. m Q 1 O — v ct $-I a c . 0 a) c cd w Q) C T -4 U C Cry