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HomeMy WebLinkAboutPermit D2000-213 - SAYBOLT INC - TENANT IMPROVEMENTSAYBOLT, INC 18251 'A' CASCADE AV S D2000-213 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD Et.PIRiES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Coast Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: SEATTCS11ONG The granting of this permit cancel the provision of any or the performance of work. development perm Signature,: Print 788890 -0150 18251 CASCADE AV AOFF DEVPERM C /LI 001 North: TUKWILA This permit shall become null and void 180 days from the date of i ssuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: 0 East: .0 West.: Sewer: TUKWILA Slopes: N Streams: No: Start Time: Cut: Start Time: No: Private: e A if the work if the work in_k,e�.t icu Phone: End Time.: Fill: End Time: Public: D2000 -213 ISSUED 10/18/2000 04/16/2001 OFFICE 1997 SPRINKLERED . 0 OCCUPANT SAYBOLT, INC 18251 CASCADE AV S; A, TUKWILA, WA 98188 OWNER ESTATE''OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE 5, KENT WA 98032 CONTACT DONNA JEAN BROWN Phone: 206-433-9939 2107 ELLIOTT AV; STE 305, SEATTLE, WA 98124 CONTRACTOR SEATTLE CONSTRUCTION SRVCS INC 165 NE JUNIPER ST 100, ISSAQUAH, WA 98027 A** k k : Ak AA*** k*' k'A' k' k*'*' k: k' k*' A* k***' Ak 'AA*'kkk *k *'AA' * *k***k Permit Description: TENANTIMPROVEMENT,- DEMO NON- BEARING WALLS, SAW CUT EXTERIOR, TO ADD STOREFRONT. ADD NEW WALLS, RELITES AND LAB EQUIPMENT. 'AA A" Ak' Ak. A* A. k...A* A* A * AA' k**** A' k' AA* k' k' kA*" k: Ak' AAA'* k 'kA'AA*AA-k'k* *kkkA*k**:AAk:A *A 'A AAA'AA* *:k ** Construetion'Valuation: `r 175,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb CuttA'ccess /Sidewalk /CSS: Fire Loop Hydrant: F1oad Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main. Extension: Storm. Drainage: Street Use: Water Main Extension: Private: Phone: 425 -837 -9720 kAA A A Akk *'A*'A AAA *'kk *A kA k'kk'A , Size(in) .00 Public: * " ' k* A* A'A Ak*k' A******k: kAAA*A' k' kk' A*': 4 k* A**' A k: AA* AAkA A * *'A** ***A *•AAA **k* *'A *:AA* TOTAL DEVELOPMENT PERMIT FEES: $ 2,337.19 ** A Ak *'k*'A *A'kk'k'k*'k'kk'k:A'AA* *** AA Ak AA**** **A'A:A'A'A'A':kkk:A'AAA* A'k:A'A:+r'k *'k k'AAAA'AA'AAA*A* * *'k *A' Date: 1 0 - 18 -0 6 Permit Center Authorized Signature:_ 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. does not presume to give authority to violate or other state or local laws regulating construction I am authorized to s i g n for and obtain t h i s is not commenced within is suspended or abandoned Address: 18251 CASCADE AV S Suite: Tenant: Type: DEVPERM Parcel #: 788890-0150 CITY OF TUKWILA Permit No: 02000-213 Status: ISSUED Applied: 06/29/2000 Issued: 10/18/2000 kk*A7*******1.*****k*4**A****Ak****VA***kAR**Wik*A Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Any new ceiling grid and light fixture installation is required to meet lateral 'bracing requirements for Seismic Lone 3 3. Partition walls attached to ceiling grid must be laterally , braced if over 'eight (8) feet in length. 4. Any exposed :Insulations backing material shall have a Flame Spread RatAng 2,5 or less,, and material shall bear identi- fication showing 'the, fire performance rating thereof. 5. All construction to be done in conformance with approved plans and requirements ef Uniform Building Code (1997 , Edition) as amended, -Uniform Mechanical Code (1997 Edition) andNehington State Energy Code (1997 Edition). 6. Plumbing permits shall be obtained through the Settle-King '• County Department of,RublicAlealth: ,Plumbing will be inspected by ;that,agency, including all gas piping (296t4722),: 7. Validity ,of Permit:- -The issuance at 'a permit or apProval'of'" PY4ns, specs and computations shall not be con . . stri.led be a permit for, or an approval of, any violation of any of the provisions of the building code or of any ' other ordinance of the jurisdiction: ` No permit presuming to g We authoritY- to violate or cancel the provisions of this code')'Sha 11 be valid 8. Electrical per shall be obtained through the Washington :,tate '01%ns:ion of Labor and Industries and all electrical; ' work will be inspected by that agency (248-6630). 9. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building inspector. 10. A CERTIFICATE' OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. All mechanical work shall be under separate permit issued by the City of Tukwi 12. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection ap'proval is granted. 13. Uncover the irrigation line BFP in the vault. Correct any errors in the installation and insure proper working order. Refer to the Backflow Device Test Report, dated 07.25.00. I hereby certify that 1 have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work 011V6 coap,116d\witthether specified her r ein N . • 2 1u ( 0 (ow uj 0 2 g —J u_ D - a u j o z 2D 3 (I) 0 - CI LLJ IC.) c5 , c.) The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. Signature: . . • Print Name: L.N.;32:1E'EAl21.1..4L , • • • • . . • • - r - • • c.'7, • • • 2 • Q w • u- w 0 2 = • < (A a w 1- Z o zp- uJ w' 0 co 0—i 0 W w I- L I 0 Z Wu) —U) 1 0 Description of work to be done: Yj 2)1 Way' l rt) 1,434 -1, ) h ...u9 , r , - r -r a 6 tore (-v1c Kew wears, '� G ael , r,,G�l.�-I-k- lafa t" rn 4t. €411. 'Ut l✓rl¢�No entf 0 ) r JDO r IN PCN 1,7:' 4,1 e- -111 u t N C'! Existing use: El Retail El Restaurant El Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office El School /College /University ID Other t [.2 /1ai 2r.4. Site Address: / '2. ' ' I • City State /Zip: l ( i : 1,, ; �t1�Q.S. 1l)!Lwf�q WA °Ic4ig Proposed use: El Retail El Restaurant ❑ Multi- family El Warehouse El Hospital El Church ❑ Manufacturing ❑ Motel /Hotel El Office El School /College /University El Other ' 6Lt a. . % s ' c./4. ' 9 , , eio(f 11" Will there be a change of use? ❑ yes XJ no If yes, extent of change: (Attach additional sheet if necessary) Street Address: City State /Zip: 2•0/1. 4 7 S. k-act R g o. 3Z-- Will there be rack storage? El yes ❑ no Existing fire protection features: 121 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Contractor: e,44, Building Square Feet: 14, x(•00 0 existing Area of Construction: (sq. ft.) 7p470 ii Street Address: , State /Zip: I / f J d nl �': 1 00 i IS4vd1 W A otgo27 Will there be storage of flammable /combustible hazardous material in the building? ,,21. yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets 5 Project Name/Tenant: CJ �� I � G Value of Construction: 11 oa!'J , Site Address: / '2. ' ' I • City State /Zip: l ( i : 1,, ; �t1�Q.S. 1l)!Lwf�q WA °Ic4ig Tax Parcel ber: ''j 1 Kit Property 7,247Aner: 4 „, wvnPb L�'( 1. l / Phone: 2 -. * ? 7 2 -9(og0 Street Address: City State /Zip: 2•0/1. 4 7 S. k-act R g o. 3Z-- Fax #: Contractor: e,44, Phone' 2 / g 7.1720 Street Address: , State /Zip: I / f J d nl �': 1 00 i IS4vd1 W A otgo27 Fax #: - 3 7 . 5 Architect: ' t Phone: 24 01 44.9e' T Fax #: 20(0 . ' - -' Street Address: City State /Zip: o 2111 JI ' ' . . • • # _. It . A — .1.21 Engineer: -47 �► r VV 4/144. 1 tvv1. } I v� Phone: Wee (0 22 -4 5 gD Street Address: City State /Zip: 820 <Sol1 I1 ) r tte W P aglol Fax #: 2D& 4p22-04g2.. Contact Person: Siena - PA/1/1. leyroricryi NA Phone: 2 Ole /44 Q.Q.R. ' ?06) 4g203 Street Address: City State /Zip: 21 o 7 �l1/oil A(rt c � , [ad LL (t, 1it9A 1%124 Fax #: 2 - 0 (0/44B/ill ommercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKW - • 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. APPLICANT REQUEST: FOR PUBLIC WORKStSITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional: reviews may be determined by the Public Works Department) Date applicationzeed :O Q CTPERMIT.DOC 1/29/97 Date iTtion o : Project Number: SR ❑ Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Landscape Irrigation ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage El 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 ❑ Miscellaneous ❑ Flood Control Zone El Hauling 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 shal be extended more than once. App 5ken by: (Initials) PLEASE SIGN 'BACK OF APPLICATION FORM 1� all vim, AM as) iir■ vim I ft sal BUILDING OWNER OR AUTHORIZED AGENT: Signal '/� , �t ,vi1 /tom Date: 6,/ Print name: ZI.)Kr 'F govt) 0 Phone: , 44.3 ,11 Fax #:2,6, 443,1 8671 Address 2107 Nil l Aug i ..e 355 City /State /Zip s avt i k wgic Rgiz1 ALL COMMERCIAL/MU4.T ' MILY TENANT IMPROVEMENT ERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE FeLLOWING: 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). our (4) sets of working drawings (five(5) sets for structural work), which include : ❑ L1O 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). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ verall 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 ja ck. Structural calculations are required for rack storage eight feet and over. ❑ ndicate 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.UOC 1/29/97 __ ° "xasyscr:!$7,°J•° `^'i'@'•4frt�R��ph z w 00 co w J = H w � < U) = Z = z1- W U • � off wW I- i u_ O w z U = O ▪ � z rev Vies &III NJ h � WM „,. t, 1. tiy;.y r.cs` *k:lk;l4': *kA *:kit*Ak•. * kk• k• kA*44&*.khA•kk**.l•h*****: ** :t}.:4k� *A ir . *A_' V 4*A -� ZI ?� . .I �,NSM�T cZT�r, aF� Ti�� <�tI�.H. WA A § :4•..4•:4 *•.4.4.A **VtA44.:4:1kk :4* k :k:4 *:4* k„ ***c4A*Ak•.44 .k *i**7s;4 1..321 .25 1Ui 1f1i00 17 :05 I '!'ii4SMTT .Mumber'e t 4 00J77 Amount: ini t� ;'fI H payraen1 M thod CHECit MotRtions SAYBOLT INC 1eruit NO: ._ D2000 °213 Toper I >EVPEItM I)EV11 OPMEMT 1't:Ct111T Parcel Ncrr 7O8890 . Site Address: 10251 CASCADE .AV S. r Total Fec3; 2,337.19 4,327. Total ALL PGits. 2, 337 Balance: .00 .4 *4k * * *4 * *s4 ** *dl4A*k ** *44.4 *.* A A* ai44. fi4•is*74 *.A * * * * *A * *4 *:4d *.41 *1* 4*A• 1?escr i p t i an Amount Accoun Lode C; 1,:1::+:'.75 000/3'22.1.00 BUILDING MOTE ?E. `,0 :00.0/..3n421±4 STATE BUILDING SURCHARGE . « _ .._ 10/23 1719 TOTAL 1327.25 F'.�' it "'. �iifi i/ K•i:i.t! u ?1! lit M' +:Lv�w� ! 1 7 •ri+�r.! co VI CO IL W O' gg U. T.C3 Z U O 0 H Ili W4 V u U N Z 0 z IA*AkAAA*lhA•kkkkhA*A* *AA A** k:kA••kAk• • k7l* is: h: lk: r :1'•Ak:k.t*A**Art,Y•.t*AhAk.t•k k CITY OF 1UKWILA. WA 000 --2i rr-ONSM3 : T N k4 .A k***AkA***A ** AAkA A A*AAA *A*** *A••kk. *AAAAAk:kAA.4:t•kkAkkAk•ltkA TRANSMIT ` Number: ft 9804310 ;Amourtt. 918.94 06/29/00 16:54 Pavment Method: CHECK Notation: SAYIOi T INC In i t„ TL11 Permit Now 1)'2000-213 _ Type: DEVPER DEVELOPMENT PERMIT Parcel No: 78C890-0150 Site Address: 18251 CASCADE AV S Total Fees: 2 919.194 Total ALL; Pmts: 318.94 U :t1 artcE: 1.418.25 A.k* * **s ** * *•k * * **-*AAAA*41* *•kit k*AA•A:k•k*A*A'A'A•A* *A****i:'k•k•- *.i *A*AAA*4: Code Description Amount A`r c n u'n 1, , PLAN CHECK -•. NONRES : 4'G��a4 830' _....___ __... 18.94 .. •w riar:it e a r,Mast S..nA.v 4 W 0§' v/ W cow' W �. � Q H W 0 N, o w W ; O w 0. z • / ** **sta•s1 * e5 * *AlkhAkd * * *•k ** *11 ** * *h *11 * ** * * *s1 * *** * **A * * *k * *s1 *** I:1'1 r OF 'I UKW II_ta, NA � ? CO �I *iciF“A * :A .k *11*A. ***A4 * *************% *-A4•11 1•kA ** *s1 * * *Af ** ** TRANSMIT Number; R980030 310 -Amount: 91.00 06/29:00 16:55 Pscvaier►t Methnda CHECK Natvt:ion4 .:AVUOL.T, INC. l:rtit% TI..0 Per ai i{ Mau 11:!0'00 - •213 T•vae: DEVPLRM DEVELOPMENT PERMIT Pdrpel Nog 7E33L90-0i 0 S i to "ddrieas a 18251 CASCADE AV ;i TRANSMIT Total Tees; 2,337.19 9100 Total ALL. iP.mt;p 1i_009.94 R 1,327.25 •kil kis* “,'*.�* ski..“- •*A.* *** ** *r r+kel * ** k* * *•A; *•k * * * *' * *** *a ** *sl* * * *4 **41kdo AP i:ou'nt `Cede Description Amount 000/3'22 10n. BUILDING -- NOMRES 91.00. . !:382-07/03'V7,17. 0r 1).:1 ty f h. w: rs ..�tYd.s!dnN.l.v!:ikaKC,4iCrM': -4 V., S 3.41.A . w. xY-!:; to✓ s„1.. . :fmge.Rua4:$0ri4Gi444.sd41114$ Yi.,h,�..ah Li YaaLara...s ...,, ,<.,c,t dla�, tx�(: 4,1 w3,i rr Project: 3ibo It Type-cof Insp9ction: r n CU Add iri 5 1 Case act Date sallfd:,.., __, i 4- ---‘- Z.. 0 C.) Special instructions: Date wanted: i 2. 17 00 . . Requester: Kt (1 Ph orq: 40— 9z2.--7 ?Op) I 4 t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1>z000'— 2.13 PERMIT NO...46 (206)431-3670 lar aproved per applicable codes. ' El Corrections required prior to approval. COMMENTS: Inspector: Date: 0---X7- on 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: (.. 014:1YA•7148411 44,0'0 Projects 61 \ Type of Inspe ni t N Address: Date called: r 0-- 00 Special instructions: Date wanted: a.m. 1)---)-0-00 Cp. Requester: � e � �` Phone: 1- 12c - - )to les — 92 INSPECTION NO. Inspector n () INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 $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: W!. 0 0 0 u) 0 ` to W 9 CO LL W O W Z F-' • 2 0 uj U 0 0 y 0I W W' WI Z ; 0 to }. 0 H, • Z Project: l�0 1 - 1 - Tyne of Inspecti Cain T Sus dPd 76 s . s ) aCQGU/ ! U. S. 0 " Q Special instructions: Dte wante : iZ -- / 00 a.m.. Requester: Ti e I Poe: (7) INSPECTION RECORD. b . 00 - 213 Retain a copy with permit INSPECT! OtJ NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes: , ■ , PERMIT NO. (206)431 -3670 , Corrections required prior to approval. COMMENTS: 0. 47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i4i0 ria.. itu:...a.a.,' 34ialcaCt&wifsrkidi€1 7 ,Cat.t , 'ak: i S;1.34.6A3,5 e .te tymir "ex4Kk4 .n S , u f S:YSk blAPiliFee r Project: bo ft Ty Inspection: , c ,/ (�( Add s• A 5 . ,r0 Car a dp v 1 D ate c ed: J 7 — ls — oo Special instructions: Date wanted: a.m. /Z 3 (P.m.� Requester: g if Ph ne: / _ 2 , �U .S ')7 q 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: / cvr INSPECTION RECORD Retain a copy with permit i „..5/4 . A , -P4-(-2 e c?)*N. ri 5 L73 /Y 5 f)z V /P2 e / , e Inspector: Date: 0 $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' ta..'' _t,..sih'ri'b:v4w.w+t;Nn�M. :G, da'i's .�i "asyl:iZ:1:: � rk,�: �:� `�"",� Rk ii (206)431 -3670 orrections required prior to approval. - /b - a) t ;' >ci;c5.icz.. `n:li'J 49 s14ynY %�hlYJuki'w i M wgmi ii`' • 1++.k'.,4 " hA •,* .. `V,e∎ .x 371);P:C A re 6 U CO CO UJ N w 0 co 3 � Z O 0 uj (a, 0 1- I w Z u . H V.i Ili z U = j O z Project: � b H. T pq of Inspection: X US .hdOd C Cf `rl . 5 S dd s . Address: 162.5 1 Casca Ate'S Date Iled: ► -!) - ao Special instructions: Date wanted:. G) I2 —, Z-OU p.m. RequeK - Pho e: ( 7 ( O 6 - 9 2z/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. �74'l, ti'a +'i % t tl�l !:Sns S, ftf"? 1. v. M y. . .r..+-�:'•X!. -. S :. Rai} :G4' _ t \ ` , PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: rrr dgli►'o/" )7 4,4 Cy" Inspector: ix,../ Date: //- / , (1) 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: uk. +:k ;itG!+e',�ri. ....nkdtXt v:E�i+it4t, sY .7i.Y.':< ■dv.ui +dlm .,r.t,G'.larsi'� �W. U ; CO CO 0 LL W 0 ga co = - Si T • Z F. 1= Z H; U 0 0 N 0 I— W W 2, tU Z .. U 0 z Project: ,Type of Inspection:, 1 Or l, LOCLI 1 4cidres .._ , , 11Vokb \. C4ScnCie- Acv... Date clued: l / 12. Li /00 Special instructions: Date w,anted a.m. Resluer: r- - 7(DL o -- q aD INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /e7 4r-iret (-e-/ (J/1/ e Date: / C./ fl I a. 6 $47.00 REINSPECTION a EQUIR . Prior to inspection, fee must be paid at 6300 Southcenter BlvoWS . u s ite 100. Call to schedule reinspection. Receipt No: Date: r ' js� • q' "AX.itisSAlait " ' t„1,44;)alkii.iroo.414 )1,443.4:ith. &ct: pe _cif Inspection: ` b rc - r- WGI. t I, F- M 13Q t Cascacb. /t! D /I - Special instructions: . Date `� an e / cyc 0 I) 7 p .m. RK Phone: - `—t2-5 — ( .D.'i- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: .o Inspector:( . REINS � Date: Corrections required prior to approval. $ 4 PECTION F[ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .-.}iJaY'.af a'.r -61' :' f£3�esvd4LRi*_9nu tr .SYt si :P_ ?•eu; +r, �i8.' +is n'ii rG rt W. UO u 0i W W • u. W O : LL ' co o H W, Z � H O Z H 111 ui O N ` 0 I— W U IL I". liJ Z O Z K Approved per applicable codes. 1 Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 _ t iac',; p' St .tyy.Y�Y; "rr�'.Z.l�. °�;,�.,.`. �:r.� . �•:i.�'�'f !ti . �i°i.'a`�'n';:7 � `:" >�"ii PERMIT NO. (206)431 -3670 Acigst (Aga' 5' S ecial instructions: Date called: I '00 Date wanted: • 7 asn. e-P-Er n Requester: a Corrections required prior to approval. COMMENTS: c /50 • / ; .mot it, �'— ..„6,7 I Date: // 6 y , 0 0 $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee mus t be p aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I I Date: W: 00 No ` w W J: W LL Q W. I • Z O Z I— 2 D o o - 0 H - u. O l z 0 — co 1= F. O z prni ho l Type of Inspection: Addles �-J1 f u.s CO de, 2— �+ C A Date called: lev cr Special instructions: Dte wanted: 11 — r a.m. 'r�►Y Requ ster: • i P ltej Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /4°/144., 17-7, f IA/ .(j5 `a 0 .ice '.4-r,/ - ,6 i- ....,4„,...,,,,'‘'// 5.- dt' 4 is _ ��'JJJ 1 7 4 P4 ..9e 1 f .,. a f . S, • CV /'1 ---1 Sl y/Oc93 % i /f �� �Z ❑ $47.00 REINSPECTION tE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: A t it Zwiliaa t lrsair kits .;w7 :44 Vii. ran : ate+ ie >` r.tic AAA', 4 ea.as. !11 ;n2.'. hx.#'ffi .n_ sla ,'whWfLek a h41.44- yea: COMMENTS: TyPe of Inspection: V - (:) . 7 --- � mcia.IrIV Date called: .J ate -co O (O At17 1 . S A_ 'lZ r, oee c��s 's Date wanted: . a.m. /I - (U'C. p.m. (19RA -6 ca r Pone: (7h Olo - Qz 7 / eZi4wre @ -'/ --' S /9 I0 / Di_ Cf Ss CO-46c 720717' Z �.(A S ,t49 6 a16 C..G cl WiT74 lr r 00-,4A , A.67 - 78 . 7 , 9' A rF - - - � P oject: I /s TyPe of Inspection: V A11 res . FSrq hI ( � mcia.IrIV Date called: .J ate -co iI- � ... --,- Special instructions: Date wanted: . a.m. /I - (U'C. p.m. Ru t r. t l Pone: (7h Olo - Qz 7 Li 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 orrections required prior to approval. $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: ,n4.f ?S3 - rL. ,r ■Ve war, n' 041-Auk if Ai . c �taruNkriu'w Z CC 2 J V' c� � 0 W W' W O'; 2 J LL ':' S tu O ' W WI II o O Z Project: L � bn / f Type of Inspection: + i2 ►� I Addres I e SCQGJP. /-lv c Date called: JO ,-, b. Special instructions: Date anted: 1 \ /(� _5U. , ) .m a . p.m. Reg : INSPECTION NO. Approved per applicable codes. IN SPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 r . Y 1t 2-oc ' m- Z1 PERMIT NO. (206)431 -36 . , Corrections required prior to approval. COMMENTS: i) 01 -- 1 1 a ❑ $47. O'REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: mC E'a! : :&645>iWi s l i Kr4; As At:Are W . -0Y7 k iS t 7 {��i: .ass..r1:it.itn..n .fi lftti4 vlLea,4..roli�brrr: .r i{ VA/ 1 irnt a .:0.47 vd3�.;r.�ait# sit a5 Z , cc 1 J 0 : 0 O (0 00 row w g Q . t0 � = x w ., Lu 0 ' 0 N `_ 0 I— r • I— Uj Z U c o ` .77774.;.771, 7:17-77:0 " E:' ,774- ; : ;! :; " 7 1 743 ::" 7 : 7777 ";;3' 7:7^. 1 ■ . ' 7 k 7 Authorized Signature City of Tukwila Fire Department Project Name 2C / Address /1 Retain current current inspectionschedule 24___ Needs shift inspection - 7 ( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r NALAPP.FRM T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P Keefe, Fire Chief Permit No. Suite # / 1 - Date Headquarters Station: 444 Andover Park East • Tukv.41a, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic - -- -`__,. All Other Roofs 1 I Opaque Walls K - I l Below Grade Walls Floors Over Unconditioned Space — Slabs-on-Grade .d. 0 Radiant Floors . ---.. �.--• Maximum U- factors Opaque Doors (DO Vertical Glazing . q'A Overhead Glazing --T _ Maximum SHGC (or SC) VerticalOverhead Glazing • 1 . • A- I - I• . - - . • 1 - • - I - I - • • • - • 11 • _ I - •Ill Climate Zone 1 ■ ENV -SUM Envelope Summary 1997 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address 1 5251 o s. al v A,4 S• V VIA ag) l Applicant Name: rbk a 1 „. / wr) A`A Applicant Address: b , J 2 07 oi rift, AVe j k JAasiz Applicant Phone: Z•OiP H. . 39 Date (e /27/00 For Building Department Use RECEIVED CITY OF TUKWIIA r. Project Description ❑ New Building ❑ Addition la Alteration Compliance Option Prescriptive, ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Space Heat Type Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Concr'ete/Masonry Option ❑ Electric Resistance gAll other (see over for definitions) . Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals Glazing 6OZ'5.31 - ‘9,6, o X100= 1. 4•% ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. Semi - heated solace• Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: First Edition -June 1998 p Crasnl'I' ("ENTER ❑ Change of Use Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 29.0 BtW(tl•'F below (other walls must• Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R-vaiue & position) U- factor 213 Envelope UA Calc i • tions Climate Zonel •1 ENV -UA 1997 Washington Salts Nonrealdendal Energy Cone Compliance Forma 997 V'' h' • to , S - e o e ide ; - I ,e • r Code • •ar ,c Project Address ` f , 51 A o . G✓•1 I ��W1��1 j Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option PERNIty rCE1,11 Building Component list components by assembly ID & page # N m 0 t, Co a 0 0 O ar 1 A o a$ 0 re O as QP 0 d� 0 oo o: d 0 0 LE S 3 a N • O U= U= U= U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: A4. I U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: •1A U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: U= U= U= Plan ID: Plan ID: Plan ID: R= R= Plan ID: Plan ID: Plan ID: R. R= Plan ID: Plan ID: Plan ID: Wa R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: " Note: Sum of Target Areas here should eq R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: R= R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: cf .4% ❑. ❑. Proposed UA U- factor x Area (A) = UA (U x A) ual Target Opaque Wall Area (see back) R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: " Note: If Insulated to levels required for opaque walls, list above with opaque walls i Date . ,- For Building Department Use � + RECEIVE or( OF Target UA U- factor x Area (A) = UA (U x A) • #> notaiilQyyti f' fcc Conc/Maeonr \raI es i For compliance: Totals 1) Proposed Total Area shall equal Target Total Area, and 2)P Totals First EdItIon • June 1998 osed Total UA shall not exceed Target Total UA. 213 • Dditu Mentenhy Sammy of LduvMl w artw sae. Member CCI July 31, 2000 L. Jill Mosqueda City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: D2000 -213 Saybolt, Inc. • 18251 'A' Cascade Avenue South The tenants in that building are as follows: If you have any other questions Sincerely, il .c.c.LX.,14 - 6 - Heather Mills Property Administrator IN .,.. Moro RECEIVED AUG 0 1 2000 TUKWILA PUBLIC WORKS CMN Inc.. Complete Commercial Real Estate Services Since 1898 More than 225 Offices In 50 Countries Worldwide COLLIERS IN 11. RNA' ION:\!. RECEIVED CITY OF TUKWILA SEP 2 5 2000 PERMIT CENTER Real Estate Services Group 20414 72nd Avenue South Kent,Washington 98032.2319 Telephone: 253.872.4680 Fax: 253.872.8365 www.colliers.com Dear Ms. Mosqueda: On Thursday, July 20 we received the letter you sent to Donna Brown at Saybolt, Inc. requesting information on the backflow devices located at the above mentioned property. Please find attached the backflow device test reports for the four devices located at this property. The 3/4" and 6" devices located at the riser were installed November 2, 1999. There is only one test report for each device available. Due to the contracted vendor not completing work we do not have a test report for 1998 available on the %2" device located by the fire sprinkler riser. We had the device tested this month and that report is attached. To our knowledge this device as well as the second I A " device located at the "right" of fire system yard "PI" were installed in 1979. Saybolt, Inc. Petrolium inspection company — space is currently vacant. Applied Graphics Techlogies d.b.a. MBA Graphics Product photography studio, administrative and photo shoots — no developing or processing done on site. At!S 14 !OM DONALD KING .RGNITECT� 213 Daocc .•Zl3 or concerns, please contact me at (253) 872 -46800 0 R R E C T 10 N LTR# it #id t2m N d fir' n , 11J J o i U1 co L w W ,, co is . 1 WO . 2 g J lL Q ' N o , w z p ` . U oI W ur 1--C) z ` F= =! 0 z M'A PI1070 LAD_.. J a' GP I 4 0: , No 0141 tt� WORK ROOM . Saybolt Inc. Independent Inspectors Laboratory Services Calibration Services Quality Assurance Services Members ASTM / API / IFIA ISO 9002 Certified Certificate #30472 Company : Tukwila Building Division Attention : Mr. Bob Benedicto Location : 6300 Southcenter Blvd., Tukwila, WA. 98188 CORRECT 10 N Phone : 206 - 431 -3670 L T R # Re : Build Division Review Comment Reply Dear Mr. Bob Benedicto, SEP 2 5 2000 S aybolt PERMIT CENTER A CORE LABORATORIES COMPANY August 17, 2000 RECEIVED CITY OF TUKWILA Thank you for taking the time to review our application for permits for the tenant improvements for the site located at 18251 A Cascades Avenue South, Tukwila, WA. 98188. Our replies to your comments are listed below. 1. Saybolt Seattle WA. office provides Laboratory analysis and Inspection services of petroleum products including crude oil, diesel fuel, jet fuel and gasoline for government and privates companies in the Northwest. Enclosed is a brochure briefly describing Saybolt's services worldwide. The "H -2" room described as the Retain Room will be used for storage. Since "H -2" room described as the Octane Room will be used for storage, dispensing, mixing and used for reagents for analysis. . The locations not listed as control areas are for office management, clerical activities, conferences, reception area and file storage and lounge. No hazardous materials will used or stored in these areas outside the control areas. If we can assist you in any way, please feel free to contact myself at 206 - 622 -8989 or Donna Brown of DKA at 206 - 443 -9939 SAYI9OLT INC. L. Dean Williams, Branch Manager Dwoo Zia P.O. Box 3751 Seattle, Wa. Phone 206- 622 -8989 Fax 206 - 622 -9939 LTA JUN 29 2000 15:29 FR SAYBOLT - SEATTLE 206 622 9939 TO 4439891 Common Trade Name 1,2 Dimethoxyethane Acetone Benzene Cyclopentane Dimethylbutane Ethylene Glycol Monoethyl Ether Hexane !so Amyl Alcohol !so Octane Isopropyl Alcohol Methanol Methyl -tert -butyl Ether N- Heptane Petroleum Ether Toluene Tertiary, - amyl alcohol Triceprylmethyl- ammonium :`chloride Xylene Saybolt Inc. Seattle, WA Material Inventory Statement Hazard Classification Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Flammable Liquid Corrosive Flammable Liquid Aooroa_Guantlties Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons Less than 3 gallons P.02/02 CAS Number 110-71-4 67.64.1 71 -43 -2 287-92-3 75 -83.2 110 -80 -5 110-54-3 123 -51 -3 540.84.1 67 -63-0 67 -56.1 1834-04-4 142 -82 -5 68476 -50.6 108-88-3 75-85-4 5137 -55 -3 1330 -20 -7 RECEIVED CITY OF TUKW IlA 9 91 2000 PERMIT CENTER DZLO-zIs ** TOTAL PAGE.02 ** Z , ro W 0 0, U) 0 co W U) WO . u Q Nd ' H W` O ` Z H- 3 0, U 0 t--i WuJ ur ▪ l - ; tir O • iE Z _ Nov 16 00 09:49a D I� Transmittal Date: To: Attention: From: November 16, 2000 City of Tukwila Dave Larson Donna J Brown Project: SI32000 -018 Re: t20F1 -9891 DKA planning archieectu►e Interlvr design design management No. of Pages: 2 CC: Don Lane — SeaCon 425/837.1585 Sent via: Fax No.203 4313686 Courier Overnight 2-day PS Y US Mail email Comments: Attatched is a detail for the top connection of full height interior pattitian walls which provides for u uof deflection and tire caulking. This detail has been approved for use in the City of Bellevue. An insp action for framing has been scheduled for this afternoon. Please call inc if you have any questions, my cell phone number is 206 660 - 3240. Thank you , Donna J Brown, AIA 2107 Elliott Avenue, Suite 305 Seattle, WA 98121 phone 206.443,9939 fax 206.443.9891 www.dkarch,com p.1 RECEIVED CITY OF TUK■A'ILA NOV 1 5 2000 PERMIT CENTER ' i i t 2 0 I— W H V L I 0 Z' V U) ; H z.. I 'Nov 16 00 09:49a D V '9 .S e - cry T. efeA re= r1" t/6• (2c1.9) 443 -9891 o4vG, fie, / -4Y2 y Mr-iceic ALD 1. KING OF WASHING GISTERED CHITECT p . 2 RECEIVED CITY OF 1Ul(vvg.A NOV 1 5 2000 PERMIT CENTER City of Tukwila Ms. Donna Jean Brown 2107 Elliott Avenue Suite 305 Seattle, WA. 98124 Dear Ms. Brown: Steven M. Mullet, Mayor Department of Public Works James F Morrow, P.E., Director Subject: b2000 -213 Saybolt, Inc. 18251 'A' Cascade Avenue South In order to meet Washington State Department of Health requirements for protection. of water supply systems, the City requires approved backflow prevention on domestic water, irrigation and fire lines. The City has determined that the building at the above address may be deficient in backf low prevention. In order to help us determine if the above building meets current code requirements, please provide the following information: 1) For each existing device: a) Location (actual physical location) b) Which water system protected (irrigation, water or fire) c) Installation date d) Manufacturer e) Serial number f) Model number g) Maintenance records for the last two years 2) List of all tenants in the building and each tenant's major activities. The Public Works Director will withhold issuance of the above Tenant Improvement permit until Public Works receives the information requested. Once Public Works receives this information, the Director determines if a health hazard exists. If a health hazard exists, the Department will require installation of approved backflow devices. To meet this requirement you may install approved 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 433 -0179 • Fax: 206-431-3665 July 17, 2000 Page 2 D2000 -213 Sincerely L. Jill Mosqueda, P.E. Development Engineer Enclosed: Policy 99 -01 Backf low Packet P:Pubwrks /Backflow Program /D2000 -213 Saybolt backflow prevention or you may bond for installation by a specific date. The Director will withhold issuance of the Tenant Improvement permit until the Permit Center receives plans for installation or a bond for installation. If you opt to install, you may install under a separate permit or under the Tenant Improvement permit application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans, stamped and signed by a Fire Prevention Designer, to the Permit Center as a revision to the Tenant Improvement permit application If you opt to bond for the installation, you must provide the following to the Permit Center; 1) an original installation estimate, 2) a bond for 150% of the installation, and 3) a letter stating your intent to install the device by a certain date. This must be done before the Permit Center issues the permit. I have enclosed some information to help you. Please call Jill Mosqueda, Development Engineer, or Jim Morrow, Public Works Director, at 206 - 433 -0179, if you have any questions. Q; U) W = N LL" uJ o U. Q. N o z w, UJ w Wl V o' Cu - p Date: Project Name: Application #: Plan Reviewer: • Page 1 BUILDING DIVISION REVIEW July 21, 2000 SAYBOLT, INC. D2000 -213 Bob Benedicto Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 1. Provide a narrative of the business function. Describe how the "H -2" rooms will be used. Specifically, will flammable liquids be stored only or will there be use, dispensing or mixing within these rooms? 2. Doors 109 and 104B lead into another portion of the building that is noted, as "existing tenant" Is this Saybolt, Inc. or a separate business? In any case, provide an overall building plan to show that the existing exit systems will not be compromised or made non - complying due to the proposed tenant improvement. 3. The tenant improvement shows the development of four control areas. This is the maximum permitted in this building. Provide narrative to describe the use of that portion of the building that is not within the tenant improvement area. Also, indicate if any hazardous materials will be used or stored in this area. 4. Re: Detail 16 / A7.1: Rigid insulation is shown on the concrete walls above the suspended ceiling. Specify a thermal barrier that will comply with UBC 2602.4. 5. Determine the capacities required for spill control and provide a specific dimension for the containment curb height shown on details 3/A7.1 and 7/A7.1. In addition, determine if secondary containment is required and show method, location and details on plans. Contact Tukwila Fire Prevention Bureau at 206/ 575 -4404 if you have questions in making this determination. 6. Re: "H -2" Occupancies: Show compliance with UBC Section 1007.4.4 and 1007.4.5. (Door swing & door hardware requirements). 7. Specific mechanical ventilation is required for the "H -2" rooms. Show these requirements on the plans. If the mechanical work is to be designed by others, state the specific requirements from UBC 1202.2.3 and the Fire Code, on the plans. Note: if the above ceiling space is being used as a return air plenum, and the exhaust ducting is routed outside of the "H -2" envelope, a fire rated shaft enclosure may be require. YWYY41fIgv.rawx.ww..ww+ +w.«w vbw+ avmwpW. r+ NfMMM. YIH/ OY�NN�Y !t�MMNMiN+iW'epWN..PaV`.1.!"N umYNNa.e�.V..vv..tv�.+HVMf antes... w. m�i.+. ro+.. �wv... um ..,ra«,...uw.wnw.no.9....vMr•rw End/ initial review comments. • Page 2 8. One entry (at minimum) to this tenant space must be accessible to wheel chair access. This will serve as the accessible route of travel to the new spaces that will be developed. Compliance with this requirement will be subject to field inspection. MAY 03 2001 19:15 FR SAYBOLT — SEATTLE FAX TO: DAVE LARSON & ALLEN BERG FROM: L. Dean Williams Samba It A CORE LABORATORIES COMPANY Independent Inspectors Laboratory Services Calibration Services Quality Assurance Services Members ASTM / API / IFIA ISO 9002 Certified Certificate #30472 206 622 9939 TO 12064313665 FAX #: 206 -431 -3665 / 206 - 248 -6636 PHONE#:206-431-3678 / 206 -248 -6643 DATE: May 3, 2001 PAGES: RE: SAYBOLT AIR CHANGES & BALANCE REPORT ENCLOSED ARE THE AIR CHANGE REPORT AND PERTINANT SECTION OF "BALANCE REPORT" FOR OUR SITE. IF THERE IS ANY AOTHER INFO NEED FEEL FREE TO CONTACT ME.. THANK YOU. CITYROF TUKWILA All our activities are carried out under our general terms and conditions and in accordance with our code of practice. The general conditions can be consulted at http //s ayboltamericas .com!Iandc/dohult.html and will be sent upon request free of charge. The information in this message is confidential and may be legally privileged. It is intended solely for the addressee(s). Access to this message by anyone else is unauthorized. Ii you are not the intended recipient, any disclosure,copying, distribution or any action taken or omitted to be taken in reliance on it, is prohibited and may be unlawful. All results and data contained in this document are subject to our general terms and conditions and are valid only when supported by an original document. r P.O. Box 3751, Seattle, WA. 98124 Phone: 425656 -3663 Fax: 425.656 -3670 P.01/04 MAY 07 2001 PERMIT CENTER MAY 03 2001 19:16 FR SAYBOLT - SEATTLE 206 622 9939 TO 12064313665 t V•.•••,r • ■■■■ ripr JV u1 LW; ooa or-••■ .rw Memo To Saybolt -Dean Williams Fre= Chris Fretini Date: 4/30101 R.. Octant: Room 70 -Air Chongec Hello Dean, As per our phone conversation hero's the calca on the air changes in the octane room; Room size (LxWxH): 15x17x14 111 3570 cubic feet Actual exhaust: 376 cfm x 60 = 22560 cubic feet per hour Air Changes: 22560: 3570 - 6.32 Air changes per hour Per our correspondance (see attached) the City of Tukwila Electrical inspector has required at least 6 air changes per hour. Please call me for any additional questions Chris GB Systems Inc. it Page 1 APR 30 2001 10:49 P.02/04 r• - 425 482 0586 PAGE.01 MAY 03 2001 19:16 FR SAYBOLT — SEATTLE cis 206 622 9939 TO 12064313665 P.03/04 GB SYSTEMS, INC. HEATING • AIR CONDITIONING AIR AND WATER BALANCING 7202 NE 178TH ST KENMORE, WA 88028 • Phone: 425/4824584 • Fur 428/482.0586 Operation & Maintenance Manuals �a B alance deport For Saybolt Inc. 18251 Unit A, Cascade Ave South Tukwila, WA General Contractor: Sea Con 165 NE Juniper Street Suite 100 Issaquah, WA HVAC Contractor: GB Systems, INC 7202 NE 175 St. Kenmore, WA 98028 vow.. owswenvemsosemsnon.peft. � w U §, to fA W 9 LL; W } 0 } : co = a, W , �tZ I- 7 2 8 1131 0 I_- = W U. Z + �� 0 Z_; LOCATION Roof Roof Roof SERVICE Receiving Room Octane Room Gas Tank , MANUFACTURE 1LG ILO 1 LG MODEL NUMBER CRI3CAIOGD115102 SERIAL NUMBER 051500M043030 TYPE / CLASS MOTOR MAKE / STYLE GE GE GE MOTOR H.P. / RPM / FRAME 1/4 / 1725 / - 1/4 / 1725 / - 1/4 / 1725 / - VOLTS / PHASE / HERTZ 115.230 / 1 / 60 115 1 /60 115 230 / 1 /60 F.L. AMPS /S.F. 4.2. 2.1 / 1.15 4.2- 2.1 / 1.15 4.2 2.1 / 1.15 MTR SHEAVE MAKE MTR. SHEAVE DIAM. / BORE 3" / 3/8" 3"/ 318" r / 3/8" FAN SHEAVE MAKE FAN SHEAVE DIAM. / BORE NO. BELTS / MAKE / SIZE 1 / VB 3L 160 1 / VB 3L 160 1 / V8 3L 160 SHEAVE CTR. TO CTR S. 5" 5" . TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 425 371 400 374 300 385 FAN RPM 1429 1424 1453 S.P. SUCT. / DISCH. TOTAL S.P. ' ,VOLTAGE 115 117 115 116 115 112 AMPERAGE 4.2 3.2 4.2 3.18 4.2 3.28 PROJECT: REMARKS: MAY 03 2001 19:16 FR SAYBOLT — SEATTLE GBS GB SYSTEMS INC 1 LEMING - AIR CONDITIONING AIR AND WATER I4ALANCNNC4 no NE 175TH ST KENMORE. WA 980211 425 /4820884 FAN DATA TEST DATE: 4/02/01 READNGS: AM FAN NO. EF -4 206 622 9939 TO 12064313665 FAN NO. EF -6 FAN TEST REPORT P.04'04 PAGE 14 OF 14 TOTAL PAGE.04 ** L KIRKLAND. CASCADE TEST,. u LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 6 6 12919 N.E. 126TH PLACE REPOR U No. No. 0 6 6 ,_ 0 WASHINGTON 90034 (425) 823 - 9800 EVERETT (425) 259.0817 DAT E 1 . O CERT_ N ` \ A FIELD REPORT TO: PROJE � \ 0 \ \1 r C,.1 S BLDG. PERMIT NO. O200o -2i3 OWNER WEATHER TEMP. AT AM AT PM ENGINEER AT TNT ARCHITECT V }` w CONTRACTOR e.CL. Cow INSPECTION PERFORMED RESTEEUCONCRETE RE ONLY R�8'TEEUMASONRY/ STR.STIWELDING OT ER STR.STIBOLTING I TEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS P� O." CV Inc. — (4) � �` c � `� ( LOCATION (AREAS) , v w CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST • AIR %) SEE CYLINDER REPORT NO. CONTENT ( ∎ YE; NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: Vic C*•e G• NI tSa Ckk C2 ova \ C\ C) ec c \i2.GQ 5 /$ F s . %.12.: Surc‘.\,•stz-.... 44& ad\k;syco,Peck AAA_ TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH - OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8 /00 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY ' ] G-1 t%' /' '�I ��'� IM< .. ... . . `iIfy1TlALTi�STiRE; &U4 . ..... .. iR Till .::E ICP' `i i:C aTE5 �'1' R .A R.C�7R . i41V1tV•G�:?a�;;;! ... .... ... .. : ' '`ii'`:'''•f Line Pressure Una Pressure Pressure Drop Across No 1 Check Valve (A) psid Pressure Drop Across No 1 Check Valve (A) psid , Relief Valve Opened (B) psid P Relief Valve Opened Pe B () psid Buffer (C) _ (A -B) psid Buffer (C) _ (A -B) psid O 0 0 No. 1 Check: Closed tight 0 No. 1 Check: Closed tight - Leaked - 0 Leaked No 2 Check: Closed tight 0 No 2 Check: Closed tight --- Leaked 0 Leaked Minimum AG Separation: Yes O No No Minimum AG Separation: Yes No Passed Test: Yes Passed Test: Yes No b(vj Line Pressure '6 5 Line Pressure psid psid Check: Closed tight % /• 7 psid No 1 Check: Closed tight O No 1 , Z. psid Leaked 0 Leaked Closed tight 0 S No 2 Check: Closed tight 0 No 2 Check: Leaked -- 0 Leaked Passed Test: Yes X O No Passed Test: Yes No 7 ._: Line Pressure Line Pressure psid Air Inlet: Opened: psid Air Inlet: Opened: psid Failed to Open 0 Failed to Open Check Valve: 0 Check Valve: psid Leaked ❑ Leaked Passed Test: Yes D No Passed Test: Yes No A � Minimum Separation: Yes No � 0.OR � D ` R 1 E � F�MI~kORti � ., ' ANIING • ; f " i C E :.0 • � .. � N F ORiw � Yi7• . t4 SECTION 07 /20/00 THU 14:53 FAX 253 97 2350 am. 5 � SMITH FIRE SYSTEMS, .14C. 5 1 106 54TH AVENUE E TACOMA, WA 984' (253) 926 -1880 FAX: (253) 926 -2350 SMITH FIRE SYSTEMS BACKFLOW DEVICE TEST REPORT 21 002 WATER PURVEYOR: New Existing Replacement NAME: SOUTHCENTER SOUTH INDUSTRIAL PARK BIdE C 343 JOB # TS -1639 SERVICE ADDRESS: 18251 Cascade Avenue South Tukwila, WA LOCATION: /4r ' L CROSS CONNECTION CONTROL FOR: /it °/L /X //I— .. TYPE ASSEMBLY: /2G.0,4 MANUFACTURER: 646CD MODEL: ES76 (/ SIZE: G," SERIAL NO: 96 /oz , y24 IS THIS PROPER INSTALLATION? Yes >< No Water Service Found: On , Off Water Service Left: On < Off REMARKS: rosre,0 Test Equipment: Make Febco Model RPTK1 Serial # A333123 Accuracy Verification Date Aarii. 1999 Assembly Tested: Satisfactory / Failed I CERTIFY THE ABOVE REPORT TO BE TRUE: Matthew Ostrander Initial Test By: _ Repaired By: Repair Test By: i7 faL4K7l s Signature (253) 926 -1880 Phone No. Cert # B2788 Date Date Cart # Date SIQnature '!M;l !6yr *nx Yw gw.r sr w ,oet.. ..x.w«.> r«w.w r.. , wa mv. my• r .r srav- . t rtm rw 4 ;r. • rVeerer., efi+:44 Md6 k ¢ 1 '!ec tY W 00 rn 0 W W W 00 u. = I— W O , uj W U 0— 0 !— W Z I— - ; u_ O Z iu _ t 0 .. Z 07/20/00 THU 14:54 FAX 253 92" 2350 5 SMITH FIRE SYSTEMS 1106 54TH AVENUE E TACOMA, WA 9842+ (253) 926 -1880 FAX: 1253) 926 -2350 NAME: SOUTHCENTER SOUTH INDUSTRIAL PARK Bldg. • C - 343 SERVICE ADDRESS: 18251 Cascade Avenue South Tukwila, WA LOCATION: i'r //4 CROSS CONNECTION CONTROL FOR: , //`Lid 5,4- J/a ex— MANUFACTURER: ,f/P»L7 MODEL: eit>1743 SIZE: g Water Service Found: REMARKS: e/ey4¢7k- I CERTIFY THE ABOVE REPORT TO BE TRUE: Matthew Ostrander Initial Test By: Caiuriad Tail e • • o P t- • SMITH FIRE SYSTEMS BACKFLOW DEVICE TEST REPORT JOB # (253) 926-1880 signature Repaired By: Repair Test By: Cert # Signalize TYPE ASSEMl3 SERIAL NO: WATER PURVEYOR: New Existing Replacement O TS -1639 Y: / \ / eTb 693 IS THIS PROPER INSTALLATION? Yes X No On Off Water Service Left: On Off �- 6 /6g 65' X 16 oc?e2e , 'I Test Equipment: Make Febco Model RPTK1 Serial # A333123 Accuracy Verification Date Aoril, 1999 Assembly Tested: Satisfactory J Failed Pnone No. Cert # B2788 Date //- Z—r� 'P.'f'M'KYS�INk+H?7VY1 p.R'a�wwn�:rg•+*:,+ nor. ww: vm+ wecnkmrvrme:uv+NgY:�'Rtax+•wu�. lira, o,.,,.• r... k „t.,.•.�.w.c,u �+ww:+tar!av Date Date 003 rd W 0 ; to a = ''. N W 0 u- = d . W Z E-0 Z uj U 0 N . Di- u' 0 : Z ! li O Z . ... `i1NITIAis's:: S ES '•'f TE TIR Ut, S``�'s'��� iii .. .. :�E �"I�. 5 . AI~7' iftEPAIRO 'sC i�lll Line Pressure Line Pressure Pressure Drop Across No, 1 Check Valve (A) paid Pressure Drop Across No 1 Check Valve (A) pi id Relief Valve Opened (B) psid Relief Valve Opened (B) psid Buffer (C) A -B paid Buffer (C) A -B sid No. 1 Check: Closed tight 0 No. 1 Check: Closed tight O Leaked 0 Leaked No 2 Check: Closed tight O 0 No 2 Check: Closed tight 0 Leaked 0 Leaked 0 Minimum AG Separation: Yes No Minimum AG Separation: Yes No Passed Test: Yes No Passed Test: Yes No Line Pressure /t? Line Pressure No 1 Check: Closed tight A / 3 No 1 Check: Closed tight ❑ psld Leaked 0 Leaked paid a No 2 Closed tight fg.. ' 7 No 2 Check: Closed tight Check: psid Leaked 0 Leaked psid Passed Test: Yes No Passed Test: Yes No , ii °is•i` i VB s`•s'ssis'•s s s s Line Pressure Line Pressure Air Inlet: Opened: psid Air Inlet: Opened: psid Failed to Open 0 Failed to Open - - - - - -- 0 Check Valve: psid Check Valve: paid Leaked O Leaked 0 Passed Test: Yes No -- Passed Test: Yes No Mn Y Minimum Separation: No S a io ea N ' ?: ? 'i •'i:i::::• :•!tiE > >: ° fiC � i:• , . . ::o-:.'•:za •; ^;:L':5'ri + %i . l» .l��R Iri...R> Ei4 if+1G >�:<a > <" • td . �?'41 � >G' :4,. • < Q E , �? t 7�iy���1 V V »�� :: ...:. ...:....i,: :........ • • :Y.. :.N• . � 4 " F:I�:: S: <L:•;. . 07/20/00 THU 14:54 FAX 253 92" 2350 5 SMITH FIRE SYSTEMS 1106 54TH AVENUE E TACOMA, WA 9842+ (253) 926 -1880 FAX: 1253) 926 -2350 NAME: SOUTHCENTER SOUTH INDUSTRIAL PARK Bldg. • C - 343 SERVICE ADDRESS: 18251 Cascade Avenue South Tukwila, WA LOCATION: i'r //4 CROSS CONNECTION CONTROL FOR: , //`Lid 5,4- J/a ex— MANUFACTURER: ,f/P»L7 MODEL: eit>1743 SIZE: g Water Service Found: REMARKS: e/ey4¢7k- I CERTIFY THE ABOVE REPORT TO BE TRUE: Matthew Ostrander Initial Test By: Caiuriad Tail e • • o P t- • SMITH FIRE SYSTEMS BACKFLOW DEVICE TEST REPORT JOB # (253) 926-1880 signature Repaired By: Repair Test By: Cert # Signalize TYPE ASSEMl3 SERIAL NO: WATER PURVEYOR: New Existing Replacement O TS -1639 Y: / \ / eTb 693 IS THIS PROPER INSTALLATION? Yes X No On Off Water Service Left: On Off �- 6 /6g 65' X 16 oc?e2e , 'I Test Equipment: Make Febco Model RPTK1 Serial # A333123 Accuracy Verification Date Aoril, 1999 Assembly Tested: Satisfactory J Failed Pnone No. Cert # B2788 Date //- Z—r� 'P.'f'M'KYS�INk+H?7VY1 p.R'a�wwn�:rg•+*:,+ nor. ww: vm+ wecnkmrvrme:uv+NgY:�'Rtax+•wu�. lira, o,.,,.• r... k „t.,.•.�.w.c,u �+ww:+tar!av Date Date 003 rd W 0 ; to a = ''. N W 0 u- = d . W Z E-0 Z uj U 0 N . Di- u' 0 : Z ! li O Z 07/27/00 THU 10:57 FAX 253 92P SMITH FIRE SYSTEMS fwer SMITH FIRE SYSTEMS, ' . . BACKFLOW DEVICE TEST REPORT NAME: SA ./ by. SERVICE ADDRESS: /8.246-/ h ffr LOCATION: Q •�=� ,i `rS a (L.,,K -le CROSS CONNECTION CONTROL FOR: MANUFACTURER: Fe csoo MODEL: gZsy SIZE: / Line Pressure / (. Pressure Drop Across No. 1 Check Valve (A) 4.0 psid Relief Valve Opened (B) Z - (o psid Buffer (C) _ (A -B) paid No. 1 Check: Closed tight Leaked No. 2 Check: Closed tight ,a' Leaked 0 Minimum AG Separation: Y es V No • Passed Teat: Yes 1 No Line Pressure No. 1 Check: Closed tight 0 Leaked 0 No. 2 Check: Closed tight O Leaked 0 Passed Test: Yes No paid psid Line Pressure Air Inlet: Opened: psid Failed to Open 0 Check Valve: psid Leaked 0 Passed Test: Yes No Minimum Separation: Yes No Line Pressure Pressure Drop Across No. 1 Check Valve (A) psid Relief Valve Opened (B) psid Buffer (C) - (A -8) psid No. 1 Check: Closed tight 0 Leaked 0 No. 2 Check: Closed tight 0 Leaked 0 Minimum AG Separation: Yes No Passed Test: Yes No Line Pressure No. 1 Check: Closed tight O Leaked to No. 2 Check: Closed tight O Leaked 0 Passed Test: Yes No psid psid Line Pressure Air Inlet: Opened: psid Failed to Open Check Valve: Passed Test: Leaked Yes No 0 psid 0 ist: ii36 :i: ?;: °q:`. +•a; ;ij;•:piiiiCc: :::iii %::.cuiwi;:iij3:i:%i:: ,'::iit�: >4ii:: >•ictdt:%• ::d >?�).oa:� y... .y cis• r .,.:: % %�' > � .;; 1lllSt>3�'R1 . fj• fc J,,t04114" N��Fr: sww�� w�w:�M �s�.s•+�:r n $i • �i,�ri'g;Yj•'�'� ^ .a. 2 IS THIS PROPER INSTALLATION? Yes Water Service Found: On REMARKS: 7C -5 T e-C, Test Equipment: Make Febco Assembly Tested: Satisfactory I CERTIFY TH BOVE REPORT TO BE TRUE: �o CS e -1" e 2S' Initial Test By: 1106 54TH AVENUE EAST TACOMA, WA 98424 (253) 926 -1880 FAX: (253) 926 -2350 Grace. S. Model RPTK1 Failed Serial # 4-2523 7 JOB # TS TYPE ASSEMBLY: F-9 SERIAL NO: (5)C 3( 7 No Off Water Service Left: On Off Accuracy Verification Data (253) 926 -1880 ^-� Pnon. No. Cert V Date "Zf'oc.) Signature Repaired By: Date Repair Test By: Cert # Date Sigoutr. evrnmpr,.rmsa Q003 WATER PURVEYOR: New Existing Replacement 0 0 ,07/27/00 THU 10:56 FAX 253 92 350 5To SMITH FIRE SYSTEMS, Mu. 1106 54TH AVENUE EAST TACOMA, WA 98424 (253) 926 -1880 FAX: (253) 926 -2350 NAME: 5,4y b ot- -T SERVICE ADDRESS: / g ZS — / 1+ �r LOCATION: CROSS CONNECTION CONTROL FOR: MANUFACTURER: Init ial Test By: - Repaired By: Repair Test By: MODEL: IS THIS PROPER INSTALLATION? Yes s/ Water Service Found: On REMARKS: ,3,':" /,d' fi &o �! " Test Equipment: Make Febco Model Assembly Tested: Satisfactory Failed I CERTIFY THE ABOVE REPORT TO BE TRUE: 2 e (3 czlt -T �o d e F- Typed or Signature pejliffilMat ANN)11tT9@MOW 7St4:M.WW1411 N A{ "iYn!*f CR: M414010.7. a an.nru.«a.w.niwe.uean _ SMITH FIRE SYSTEMS BACKFLOW DEVICE TEST REPORT 0 - %a-1se A- — t t It 6 e Sy s ied1. \/1i c c t nS62e critit/Gp477iI.A, TYPE ASSEMBLY: 8e5 • SIZE: t 2 SERIAL NO: FE5'><"A ?ER tEPAIR Line Pressure Pressure Drop Across No. 1 Check Valve (A) Relief Valve Opened (B) Buffer (C)* (A -B) No. 1 Check: No. 2 Check: Closed tight Leaked Closed tight Leaked Minimum AG Separation: Yes Passed Test: Yes psid psid paid O No No Line Pressure No. 1 Check: No. 2 Check: Passed Test: 49 } Closed tight Leaked Closed tight Leaked Yes No / • psid � ' 4 _ Paid O Line Pressure Air Inlet: Opened: Failed to Open Check Valve: Leaked Passed Test: Yes paid O psid O No Minimum Separation: Yes No Line Pressure Pressure Drop Across No. 1 Check Valve (A) Relief Valve Opened (B) Buffer (C) ■ (A -B) No. 1 Check: Closed tight Leaked --- No. 2 Check: Closed tight Leaked Minimum AG Separation: Yes No Passed Test Yes No paid psid psid 0 O Une Pressure No. 1 Check: No. 2 Check: Passed Test: Closed tight Leaked Closed tight Leaked Yes No psid ❑ paid 0 Une Pressure Air Inlet: Check Valve: Passed Test: Opened: psid 0 paid Failed to Open Leaked Yes No O w::a,;:;. > & i;: ;i�jSy:Q;::t.z%:•.•:,b:o•;•� .. „ iSii'; �:�'•'�> is i•::.. :i .:''i"ww(i ►r 'r�t /ICI'i5 ?:s: No •/”. Off / N RPTK1 Serial # 1,0:7136/ Con # Z53 S to 7 Cert # �t:xwl n.ur..u+.•,.sw.n , «., a+r.wwa'wearwts r . , mr•.l:•w.w. w.evr«p«;. +' Water Service Left: WATER PURVEYOR: New Existing Replacement JOB # T s Accuracy Verification Date (263) 926 -1880 Phone No, d ' IQlI A On 4 Off /2.r/de) Date Date Date 002 REMARKS DEC 22 '99 17:03 FR GRINNELL FIRE PROTECT253 859 5255 TO 2538728365 CITY OF P$ PUBLIC WORKS DIVISION • muse .. PREMISES SACKFLOW DEVICE TEST REPORT RETURN NO LATER THAN S oil alfS / a` AEI /4, FILE NO. SERVICE ADDRESS / /2 s / C c r/Cr • ' y' F1F LOCATION OF DEVICE DEVICE; Manufacturer x LINE PRESSURE AT TIME OF TEST / 7'f' LBS. PRESSURE DROP ACROSS FIRST CHECK VALVE DATE OF DEVICE LISTING PER STATE OF WASHINGTON THE ABOVE REPORT IS CERTIF INITIAL TEST PERFORMED REPAIRED BY fD j Model TYPE OF DEVICE LBS. CERT. NO. Size Serial No. P.02/12 RETURN TO: Public Works Office ea.'SL'E:. . 4 DATE 4/ 1 / 2/ 9 DATE DATE Z o0 t o W = J W 0 ! g J; W = W ' ~ I • Z �. H 0 Z 1- 2 D 8 la - 0 1— W W' 0 ` li Z ' V N : O ' Z CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL TEST 1,• LEAKED 2. CLOSED TIGHT ❑ 1. LEAKED 2 'CLOSED TIGHT ❑ ' 1. OPENED AT LBS ❑ REDUCED PRESSURE 24 010 NOT OPEN • CLEANED REPLACED; DISC ... , , f , CLEANED 'REPLACED: w DISC I CLEANED . REPLACED: ,f .� DISC. UPPER 0 ❑ ME IIM C 0 R SPRING SPRING DISC. LOWER ❑ E GUIDE ❑ GUIDE ❑ SPRING P PIN RETAINER - PIN RETAINE • NE DIAPHRAGM. LARGE A - HINGE PIN 0 HINGE PIN . ❑ UPPER 0 !R ! SEAT ❑ SEAT ❑ LOWER ❑ IS '. DIAPHRAGM II DIAPHRA ❑ DIAPHRAGM, S ALL OTHER. DE RIBE .... ■ OTHER, • SCRIBE ••-• MO UPPER OE ❑ .• • LOWER ' SPACER. LO ER ❑ OTHER. DES RISE ❑ OPENED AT LB:. FINAL TEST CLOSED TIGHT ❑ CLOSED TIGHT ❑ REDUCED PRESSURE REMARKS DEC 22 '99 17:03 FR GRINNELL FIRE PROTECT253 859 5255 TO 2538728365 CITY OF P$ PUBLIC WORKS DIVISION • muse .. PREMISES SACKFLOW DEVICE TEST REPORT RETURN NO LATER THAN S oil alfS / a` AEI /4, FILE NO. SERVICE ADDRESS / /2 s / C c r/Cr • ' y' F1F LOCATION OF DEVICE DEVICE; Manufacturer x LINE PRESSURE AT TIME OF TEST / 7'f' LBS. PRESSURE DROP ACROSS FIRST CHECK VALVE DATE OF DEVICE LISTING PER STATE OF WASHINGTON THE ABOVE REPORT IS CERTIF INITIAL TEST PERFORMED REPAIRED BY fD j Model TYPE OF DEVICE LBS. CERT. NO. Size Serial No. P.02/12 RETURN TO: Public Works Office ea.'SL'E:. . 4 DATE 4/ 1 / 2/ 9 DATE DATE Z o0 t o W = J W 0 ! g J; W = W ' ~ I • Z �. H 0 Z 1- 2 D 8 la - 0 1— W W' 0 ` li Z ' V N : O ' Z Donna Jean Brown From: Patrick McQueen [pmcqueen @seattleconstruction.com] Sent: Tuesday, August 01, 2000 8:28 AM To: 'Donna Jean Brown' Subject: RE: Saybolt- Drawings, Permits RECEIVED CITY OF TUKWILA Donna, SEP 2 5 2oao Greg is working on item #7. PERMIT CENTER Item #4. There is no insulation on the walls. The only insulation that I could find was above the bathrooms. Patrick 1 "k l CORRECTION LT R# �. 1 • JLI GU GUUU 1 J. ✓G JCH LUIY How Does Not'•Hoke SeaI Work? • Positive pressure testing snows that we need rwo kinds of door seals: a Seal that bolts prevent the how of smoke and flames at ambient temperatures and a seal that does the same at elevated temperatures Pemko's 381. a superior door seal (shown on page 80). will help prevent smoke and name passage at temperatures up to 400•F Pemko's new expandable graphite strip. HSS2000. will fill the gap around a door at temperatures in excess of 400 °F. • As life threatening smoke and gases neat up. Hot Smoke Seal "" begins to expand �'.•l.'l•■• ► Hot Smoke Sear". when fully expanded, helps to prevent flre and smoke penetration. ,, Fire Isle safety, both now and in the future, Is the issue. Pemko's new HSS2000 - Hot Smoke Sear' is the solution. tcp YLJUJ ♦ ✓uJ I , tJU� UU RECEIVE[ OF TUKWILA Pi P 2 5 400 :KNIT CEN7`P CORRECTION ? 1 PEMKO VENTURA, CA 800. 283 -9988 MEMPHIS, TN 800.824 -3018 R3 TOTAL P.08 D ocozJ 3 2 SEP- 20-2000 19:50 SEA CON DORMA 64( ''6x50 Series Surface Applied Door Closers (3 ) DORMA's 640 Series is ideal for inventory, as it pro- vides maximum versatility at an economical cost. The 640 is available in sized and spring adjustable versions to suit any application. The 650 Series is similar to the 640 Series, but is specially tailored for the aluminum door and frame industry. Technical Details: • L Available as 641/651 closers for barrier free requirements (adjustable size 1 -4). • Available as 640/650 closers for greater closing force (adjustable size 3.6). • Available as 642 through 646 closers for fixed size. non- adjustable version. • Available in regular. top jamb, parallel arm and track appli- cations. • A full complement of specialty arms. plates and brackets available. • Can retrofit Norton 1600 (size 4. 5 or 6); Yale 50 (size 4. 5 o r 6) and other closers with similar hole spacing. • Backcheck standard on 650 Series. optional on 640 Series. • Delayed action or backcheck /delayed action optional. • Optional streamline cover (COV), full plastic cover (FCOV) or full metal cover (FMCOV). • 650 Series furnished with 1/4 -20 type F self- tapping fasteners. • 640 Series furnished with 1/4 -20 combination wood /metal fasteners. Certification: The DORMA 640/650 Series are listed by U.L. and C.U.L. under their continuing reinspection programs. The 640/650 Series are certified to conform to the requirements of ANSI A156.4 Grade 1. The 641/651 versions meet the require- ments of ANSI A117 1 and A.D.A. for barrier free accessibility. Specification: All closers shall be 640/650 Series hydraulic surface - applied rack and pinion closers. The closers will have aluminum alloy bodies with high compression steel springs and hardened rack and pinions for doors opening up to 180° maximum, The closers will have two noncritical thermostatic valves to separately control sweep and latch speeds and provide con- stant closing speeds even under extreme temperatures. 4258371585 P.02/08 All 650 Series closers will include adjustable hydraulic backcheck to prevent uncontrolled opening of the door from approximately 60 °. All 641/651 closers shall have adjustable spring power from sizes 1 -4 and be capable of compliance with 5 lb. (interior) and 8.5 lb. (exterior) barri- er -free opening force restrictions. All 640/650 closers shall have adjustable spring power from sizes 3.6 to meet a variety of on -site conditions. All 642 -646 closers shall have fixed spring sizes appropriate for the application. Bodies and arm assemblies to be corrosion resistant and finished with a prime coat and color top coat. Closers shall be capable of installation in regular, top jamb and parallel arm applications. All 640 Series closers shall also be capable of track installation. Optional Specifications: All 640 Series closers to have adjustable hydraulic backcheck to prevent uncontrolled opening of the door from approximately 60 °. All closers to have adjustable hydraulic delayed action from approximately 180 to 60° to allow easy unimpeded passage through a doorway. All closers to have backcheck /delayed action to provide a combination of adjustable hydraulic backcheck and delayed action to facilitate delayed closing for unrestrict- ed egress while providing resistance to uncontrolled opening of the door. Closers to have streamline cover with compact dimen- sions of 11-318' x 2' and 3' projection. Closers to have full metal or full plastic cover with com- pact dimensions of 11 -3/8' x 2-3/4' and 3' projection. Finishes: Standard Sprayed Finishes: Aluminum (AL), Dull Bronze (DB). Statuary Bronze (STAT), Dark Duranodlc Bronze (DURO). Gold (GL), Black (BLK). Optional Special Color Sprayed Finishes; Specify code number or submit color chip. Optional Plated Finishes: Bright Brass (US3), Satin Brass (U54). Bright Bronze (US9). Satin Bronze (US10), Oxidized Satin Bronze Oil Rubbed (US10B), Bright Nickel ( Satin Nickel (US15), Bright Chrome (US26). Satin Chrome (US26D) Warranty: 25 Years. G4 -1 4 640 • Adjustable size 3 -6 • 1/4 -20 combination wood /metal fasteners • Backcheck optional C 6 • Adjustable size 1-4 • 1/4-20 combination wood /metal fasteners • Backcheck optional 642 - 646 • Fixed spring size 2, 3, 4, 5 or 6 • 1/4 -20 combination wood /metal fasteners • Backcheck optional How to Order 640/650 Series Size Adjustable 3.8 Adjustable 1 - 4 Fixed spnng size 2, 3, 4, 5 or 6 (specify) Application Body Option Accessories Finish No designation PA BC !� DEL BC /DEL COV FCOV SEC - ARM FHO PHO FL SPA SPATHO SPAKHO DS DSTHO DSKHO T THO JT JTHO PT PTHO FT FTHO TDE THODE • Regular end top jamb mount - Parallel arm, regular and top jamb mount • Adjustable hydraulic backcheck (standard with 650) • Adjustable delayed action (in lieu of backcheck) • Adjustable hydraulic Backcheck and delayed action - Streamline plastic cover - Full metal cover ( specily hand for TJ. T and FT applications) See DORMA finish information In this brochure. Example: AL = Aluminum (689) 650 • Adjustable size 3-6 • 1/4 -20 type F self tapping fasteners • Backcheck standard 851 • Adjustable size 1 -4 • 1/4-20 type F self tapping fasteners • Backcheck standard 652 - 856 • Fixed spring size 2, 3, 4, 5 or 6 • 1/4-20 type F self tapping fasteners • Backcheck standard - Prohibits separation of regular arm and extension arm • Friction hold open • Plunger hold open • Fusible link hold open (Regular and PA specify hand: *telly opposite hand for TJ mount) • Super parallel arm - Super parallel arm, thumb turn hold open - Super parallel arm, hex key turn hold open - Door Saver parallel arm • Door Saver parallel arm, thumb turn hold open • Door Saver parallel ami, hex key turn hold open - Door mounted slide track arm • Door mounted slide track arm hold open Jamb mounted elide track arm - Jamb mounted elide track arm hold open • Slop mounted slide track arm - Stop mounted slide track arm hold open - Flush transom, push side door mourned slide track arm - Flush transom, push side door mounted slide track arm hold open • Jamb mounted slide track ann, double egress - Jamb mounted slide track arm, double egress hold open Specify the number of the accessory. (See 640 /650 Technical Drawings and Accessories brochure). DORMA Example 640/650 641/651 844/854 640/650 640/650 (PA) 640/650 x (690) 640/650 (AL) 640 BC 840/850 (DEL) 640/650 (BC/DEL) 840/650 (COV) 640/650 (FCOV) 640/650 (SEC -ARM) 840/650 (F140) 840 (PH0) 640 (FL) 840 (SPA) 840 (SPATHO) 640 (SPAKHO) 640 (DS) 640(DSTNO) 640 (DSKHO) 640 (T) 540 (THO) 640 (JT) 640 (JTHO) 840 (PT) 640 (PTHO) 640 (F') 640 (FfHO) 640 (TOE) 640 (THODE) _....,. W, n...,. e w-.• k+. rnrm. e yvn «wnwM�mncrMa*.�nsnmr!t��Trrsyj t � o _ cow (ow W 0, g Q. N O Z i. H 0 Z w 0 N `. .0 F. W W, H LL 0 ' W U N' ' 0 ' Z Thin • ((entleum SW, NO Um 3 /1s (97) 8117T.MP03 3 (07) 9007T.eL08 4 (110) Trim I • r/nYnum Mlle No Mtn I 4 /16 (10,) 8PDT.RP03 6 (103) 90I7T.e1.0e • 4 .JL1 GU GUUYJ L J' JL JGr1 I.UIY F8400 Surfac Vertical Rod Fire De When extra security is a concern, the 8400 device provides secure two point locking. The deadlocking "pullman type" top Iatchbolt engages a strike surface applied to the frame, and a round slide bolt engages a strike mortised into the floor, Together, the latchbolls minimize forced entry, yet require simple preparation to the door face and frame. A variety of trim options allows access from the secure side of an opening. The durable 8400 Series offers all that is demanded of a surface vertical rod exit device. • Fits metal or wood doors 1 -3/4' to 2-1/4' thick. Specify door thickness if greater than 2 -1/4'. • Size "A" device fits 48' wide doors, can be cut to lit 34' wide door on site. ' • Size 18" device fits 36' wide doors, can be cut to fit 28' wide door on site. • Size "C' device fits 36' wide doors, can be cut to fit 22' wide door on site. ' • Handed but field reversible. • Hex key dogging standard, cylinder dogging optional, specify suffix 'CD ". CD option requires mortise cylinder, not included. • Utilizes a 161 /SOI preparation. • Optional less bottom rod devices 8400 LB and F8400 LB. • Standard device fits doors up to 7' -6' high. Specify suffix 'ETA" and door height for doors over 7' -6' to 10' high. • Strikes are black vinyl coated, except for the brass (439). • Optional pullman bottom latch (PB) available. 1 -s /8 1 /2 (IS) 1 -1 /. I_1/2 (32) (3e) r III ( 111 ) 1 -S /0 I i r-- 1 -5 /d I (]b) (•1) r^ `1GJUJ I 1.10..1 1' . tiM' YJU MINIMUM STILE AND BACKSET REQUIREMENTS Vertical Rod x Vertical Rod Vertical Rod x Rim 118i1(uI STILE EDGE Of DOOR 1 -S/8 MK SET ( Minimum stile dimensions accommodate standard device touch bar widths shown. For smaller stiles, consult factory for optional touchbar lengths. • u,1:�rture'. OC � 0 0 to 0! N W W 0 g J u. • N d. W, Z �. H 0 Z U 0 N O I- W F . u. r -- C) ILI u) O ~. z Optional for standard bottom 2 slide bolt II 9/16 I I Can be used with optional 1 3 l bottom pullman type latchbolt II • • I( w) 1 !/!I 3 or •' rli SisnkE 96514D /L00111 IJI I � I 11EF.(a) • (!I • • • ( •` (j•) r1NISNED n.out I I ) •• I at tropm (2) 3/8 014. KIL L LL •1 rLIIP ) /]DEEP 1■INWUU No. 340 7 (2)) 1/4.20 A N Sc11EWS "Epnul I SouAAE CUTOUT r DEEP No. 431 Can be used with optional bottom 1.1/6 (]9) pullman type latchbolt I I Optional for flush door and frame conditions 1.1/2 2 VEAnCAI �7-+ 1z1J Ii 2 -3/0 I • 3/13 (J(311) ) I (31) I L — • • • 2-1 (S7) • _- -. • ( (60) 141 •, - (Iel r1 MSMTR rLOD 1. II! 4 APICAL s/e 1n �i•�r No. 426A (58) (13) No. 416V *, Strikes �.. I I I STANDARD STRIKES • Standard top strike with 8400. F8400. 8400 L8 and F8400 L8 OPTIONAL STRIKES I/2 (1J) [DCC or STOP C vCRpCAI i T Standard bottom strike with 8400 and F8400 (6) 1o. • DORMA II 9/113 11•) mason FLOOR No. 439 I I /•I I 1 VERTICAL 5 FUNCTION TRIM OPTIONS (01) Exit only - No Trim - (01) Exit only - Blank Trim 80DT (02) Entrance by trim when touchbar is dogged. 8PDT (03) Entrance when Iatchboit is retracted by key. 8P03 Standard with 80 CK mounting kit. Rim cylinder not included. (08) Entrance by lever set. Key locks or unlocks lever. 8L08 Standard with Schlage "C" keyway. Optional keyways available: Arrow Al, Yale Y8, Corbin 60, Russwin D1 and Sargent LA (08) Entrance by lever set. Key locks or unlocks lever. 8L081C Furnished less cylinder. Accepts Arrow, Best and Falcon interchangeable core cylinder. (23) Entrance by lever set. 8L23 DORMA 8 00 Series TRIM J - (891 • 3/0 no 8ODT VDT NOW TO ORDER To order, list model number device size, options, strikes, trim, hand and finish. — 8000 Series Panic Device Device Size Cylinder Dogging 8400A X CD X 426/439 X 8L08 X RHR X 630 T T !`T T T 7 Model Options Strike Trim Hand Finish 1N! DORMA GROUP (23) 8P03 3 /d (to) DORMA Door Controls Inc. Dorma Orive, Drawer AC Roemstown, PA 17507-0411 Telephone: (800) 523.8483 Facsimile: (800) 274.9724 E -mail: mklaldorma- usa.com FMr+n+.np, Options: (BPA) Battery Powered Exit Alarm (SPAR) Battery Powered Exit Alarm, (4) minute reset (DWA) Direct Wired Exit Alarm (CD) Cylinder Dogging (ES) Latch Retraction (ETR) Top Rod Extension - vertical rod only (GK8000) Glass Light Shim Kit (L8) Less Bottom Rod - vertical rod only (LM) Latch Monitor (MS) Monitor Switch (PB) Pullman Bottom Latch - vertical rod only (SNIP Sex Nuts - specify quantity (80 CK) Rim Cylinder Mounting Kit DORMA Door Controls Ltd. 1680 Courtney Park Drive. Unit 13 Mississauga. Onlano. L5T 1194 Telephone: (800) 387.4938 Facsimile: (905) 670-5850 E - mall: dormacaneloIrect.com Subiorcr to cnanQs .loom non e. 9.98Cr SM USA 07000221 • Z v 0 rn CO w W = H (O u W 0 g -: u.a Z � • O : W 0 01— W W I— - , 0 ! ti Z ' 0 1- Z SEP - 20 -2000 19152 SER CON Smoke & Fire Gas.:et iffy - Adhesive Jamb Types I 344, $77 • StiU, PK?s. P C33, PR5$ and PR114P3 double backed self - adhesive weatherstrips should be applied between +50 °F and +100 °F with an and use temperature range from -30 °F to +200 °F. Read and follow all installation instructions carefully. S41, S77 & $88: SilleonS nra Pressure Sensitive Door Gasketing • Smoke tested by WYLE Laboratories In accordance with UL 1784- 90: meets the requirements of NFPA 105 -1993, 'Installation of Smoke Control Door Assemblies ", ■ 344 is designed for tighter frames and demonstrates extemely low closing force; not recommended for frame -to -door gaps over 1/8 ", • $77 is extremely flexible and is also excellent for tigM tolerances, Ideally, $77 should be mounted on the edges of the door (riot the frame). 377CLIIAR can bemounted on the edges of a glue door. • Sea Is air infiltration tested in accordance with ASTM E 263 -1984 and SDI 116. Alr inffitratlon is only .09 CFM/h of crack (50016 better than .50 CFlW t of crack allowed by ASTM 283 and Sot 116). • Extruded from high grade silicone. • Seals begin compressing at 7/32' (344), 3/8" (377). and 1/4" (SOS) and can be compressed sufficiently to seal openings with 1/18' gaps: will not lose their form. • Self - extinguishing and nontoxic. • Stays flexible welf below -100'F and resilient above +400 °F. • Unaffected by sunlight, ozone, and ultraviolet rays. • Impervious to fungus and mildew and will not deteriorate under normal exposure, • Meets FAR 25.853 Alrwonhiness Standards for Cornparvnent Interiors. • Available in 17', 20', 21', 25'. & 510' mite. loveClastearoe Cormrseass Sale sees.. /32 ts .et Inge T ' 1 7/16 *'1 A """ s".S srwew I 1 )(11.1) $440 444W PK22, PK33 & P1(55: PenskoPrenew Pressure • Extruded from thermoplastic elastomers. • Seals begin compressing at 7/3Z (P1(22).3/16" (P1(33), and 1/4" (P1(33) and can be compressed sufficiently to seal openings with 1/16' gaps: excellent resistance to compression set particularly at elevated temperatures for extended periods of time, • Stays flexible between -70 °F and .250°F. • Outstanding ozone resistance rating. • Available in 17'. 20'. 21', 25'. a 510' roll,. 7 /32 4 (5 B► I k7 /s' I (11.1) P11220 PR22W , swam Flange ereseure Same Atlneatve • Available in 17', 20', afr 11', 25', A 510' roils, "fl�_ vrtleel 9 f coatp.aaer, sew ('81 f Range 1/2, -"4 Prassire srwn 112.71 377CLEAR $770 377W Finish Designations: (pbn 801 SO IL black color CLIAP Clear color o dark bronze calor SP gray primed steN TAN tan color W white color moo war PO uw ramp anew SSA aieaa! IV MOM MOM 0/ Maid owoaurrs• es owone nevi sle elfr4- • Availablo in 17'. 20'. 21'. 25'. & 510' rolls. 3 /is e ( 79.51 • Presuni 9rlaae Aahwne PK33BL PK33W mom► Sensitive Door Oesketh q • Smoke tested by WYLE Laboratories in accordance with UL 1784- 90; meets the requirements of NFPA 105 -1993 'lrtssalladon of Smoke Control Door Assamblies ". • P1(22 is designed for tighter frames and demonstrates extemely low closing force; not recommended for frame -to -door gang over 1/8 - . • P1(33 is specifically designed for tight tolerances on Timely Steel Door Frames. f or•CIOSW4Fasei omOnwon S a W6ar Flame, 4258371585 P.07/08 • Available in 1T, 20'. 21'. 25'. 204-' (102' double), A 510' rote. Comisenkst 1 Si Seel �� 12, ► 7) ssSW 3NTAN JAMB APPLIED • Available in 1 T, :0', 21', 25', & 610' roil` cirmaseenn 1140 it wrw tet 'WV 1 Pressure 1/2 (12.7) PK5S•L P1(530 P1(53W • • Io VENTURA' ca 800 • 283 -9988 MEMPHIS. irJ 800 • 824 -3018 PEMKO c ab J 0 0 w 0 W W0 2 Se Q' _ d . W ? � � Z I- ILI al D I— = W Z . U = 0~ Z 08/14/2000 12:10 FAX 4254820584 GBS August 14, 2000 DKA Attention: Donna Project: Saybolt Subject: HVAC clarifications A ducted return is utilized. cis GB SYSTEMS, INC. HEATING • AIR CONDITIONING AIR AND WATER BALANCING 7202 NE 175TH ST KENMORE, WA 98028 • Phone: 425/482 -0584 • Fax: 425/482 -0586 CITY OFETUK SEP 2 5 2000 PERMIT CENTER Per your fax dated 7/21/00 prepared by Tukwila Building Division, our response is as follows: ITEM 07 The mechanical drawings incorporate the UBC code 12.02.2.3 for the 11-2 Room. They also adhere to the 97 fire code specification 8003.1.4.2 stating the space needs at a minimum 1 CFM per SQ. FT. of exhaust, a manual shut off switch for ventilation equipment shall be provided (by electric) and exhaust picked up 12 "'above finished floor. Our drawings indicate the above mentioned except for the shutting down of the exhaust fans. We also designed our system at six air changes per hour which is approximately twice as much ventilation as needed. The existing installed tonnage was 20 tons we are installing 15 tons. Please call if you have any questions or comments. Sincerely, GB SYSTE n INC. Greg Berg @1o1 CORR CTION 1.111#.... I ---- D2.000 -zr RE: CORRECTION LETTER #1 :i July 21, 2000 Donna Jean Brown, MA 2107 Elliott Avenue, Suite 305 Seattle, WA 98121 Dear Ms. Brown: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -213 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Development Permit Application Number D2000 -213 Saybolt Inc 18251 Cascade Avenue S, Suite A This letter is to inform you of corrections that must be addressed before your 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 Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) 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 four (4) 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. 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 (206)431 - 3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 i.:. .ai4AMuuit.„tu.:: Lei k .11:6uaW.10. ., ACTIVITY NUMBER: D2000 -213 DATE: 6 -29 -2000 PROJECT NAME: SAYBOLT, INC SITE ADDRESS: 18251 'A' CASCADE AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division f del 1-2P " �' Public Wo�riks &M.#,1 -t1 -o Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire PrLe ntion Planning Division Al (.1) - 30 CO 11 4. l (O - cam Structural n Permit Coordinator DETERMINATIO$'OF COMPLETENESS: (Tues., Thurs.) DUE DATE: '7- 6-2000 Incomplete n Not Applicable Comments: Approved I I Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: CE: firer, - 1 ! v r r� n 1- 21- Approved CORRECTION DETERMINATION: VILROMI.Dtlf Vry Approved with Conditions K•F *M*+ mov4..voliv ACM! cim" h as.'M4 wrws+.re.. va• 1 1 REVIEWER'S INITIALS: No further Review Required DUE DATE 8 -3 -2000 DATE: DUE DATE Not Approved (attach comments) DATE: Pieel ped ACTIVITY NUMBER: D2000 -213 DATE. 9 -25 -2000 PROJECT NAME: SAYBOLT, INC. SITE ADDRESS: 18251 CASCADE AV S SUITE NO: A Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division IX AO/ q - ifr P blic Works l.�IM AMC, lb -4- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route YMINOIJIl.000 REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: n Planning Division n Permit Coordinator No further Review Required 1 DUE DATE: 9 -26 -2000 Not Applicable n n DATE: DUE DATE 10 -24 -2000 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z re 2 W U? �0 w w' J Nom` W O. 2 w z �' W ut 2 D CO 0 H' i w U' .. O F. z PERMIT NO z•Co" 2 13 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types [1 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation [r 00803 Glazing Inspection ❑ 00815 Lighting and Controls d 00900 Suspended Ceiling get) tom Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo Di 01140 Pre - reroof p' 01400 Final -Fire 2'01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System t l t ( t ) . fig - t X7,1 TENANT NAME: ��� oLTl T ji CONDITIONS V 000 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div O 0011 Special inspector shall submit final signed report 2- 0012 New ceiling grid & light fixture shall meet lateral bracing 4 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment Oi 0015 Engineered truss drawings & cafes shall be on site Z" 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." f '0002 Plumbing permits shall be obtained through King Co ❑ . 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected ❑v- 0027 Validity of Permit ❑ 028 Rack storage requires separate permit 003 Electrical permits obtained through L & I • 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect l 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall gr 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 4 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit front' King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic`tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date: L -avo Date: l O" L U-CO IX a 0 0 ' w • W J • u. w0 2 22 3 � w Z� 0 - F- ! w w . u. 0 .z '' fu U O ~; ib/ e r li.artSt ( k\Folz pl,Prio 0-- '1Zof2, Cfti Aptit igvi Jot,/ 31 zoo f:1 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: D2000 -213 Date: 9�-5/ Da Response to Incomplete Letter # Response to Correction Letter # City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision # after Permit is Issued Project Name: SAYBOLT INC Project Address: 18251 Cascade Avenue S, Suite A Contact Person: Donna Jean Brown Phone Number: 20 44 3 l oft Summary of Revision: s � o r ad v : • I' -I. Alt .. I • _ I/1 :��:�► . 44 a ,+i! 1•41 ,aItg W. A :t .�. �., Ii .2' /UL `► ■/L J / I / i1 a • . ice- !:.... ' 04 Ili A Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I Entered in Sierra on q'2140 200 07/21/00 5tt�.F� a• City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -213 (510) July 10, 2000 Steven M. Mullet, Mayor Re: Saybolt, Inc. - 18251 Cascade Avenue South, Suite A Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) One or more portable fire extinguishers having a rating of not less than 20 -B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class I or II liquid storage area located outside of a liquid storage room. (UFC 7902.5.11.5.2) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206. 575.4439 N O, J LL w 0 u. J co O H ui MiE uj 2 p O or 0 I- V V O : • Z U N ! F= I' 0 z City of Tukwila ila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 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 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. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 3. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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. (UFC 1207.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206.575 -4439 rL co 0 w J � w O u. _ a tu z� • z w M o 0 N i. ,w w: O • wz U =, 0 z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 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 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit sins shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 4. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 C re. ttio043N ff.X.A.Mvssmirromatommenvumorsegooaltmesrettawwernsont.nostoomrt . WMRSPRIWIMPIA.. City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 4 All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 - 1.2) 5. 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. 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 #1900) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 6. All electrical work and strictly to the standards of (NFPA 70) An aisle to and working each electrical panel. equipment shall conform The National Electrical Code. space shall be provided for An aisle width not less than Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575 - 4439 Steven M Mullet, Mayor rt o CO fn UJ w 0 2 J , .c2 d ; z 2 U 0 O 0 H WI Z I- U LL 1— — O . Z U Z 1 -1- 1- : z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 5 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 7. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 8. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (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. (UFC 901.4.4) 9. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575.4439 W4441 " 4.( : , ,wai.» )11.1.44. 1uiwM . tr2 o O. N W:. 9 w W 0 u_ ° ; F- W . F. H O z O o W W` O W O U N 0 z City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 6 Yours truly, .114 7 04-M5a 0 The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206-575 c.) 9 W 0 ' LL uj z W w: 0 co iGF—r WW O f Zt. UN 0 ; Z LICENSE DETAIL INFORMATION Form Page 1 of 1 Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License SEATTCS110NG Name SEATTLE CONSTRUCTION SRVCS INC Address 165 NE JUNIPER ST 100 Address City ISSAQUAH State WA Zip 98027 Phone Number 4258379720 Effective Date 8/7/89 Expiration Date 8/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601192906 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= SEATTCS 11 ONG 10/18/00 NOU -15 -2000 10:59 SEA CON 4258371585 P.03'04 cis CIO SYSTEMS, INC. HEATWG • MR CONDITIONING AIR AND WATER BALANCING 7202 NE 175TH ST KENMORE, WA 11021 • Phone: 425/40! -0514 • Fax: 4251402 -0566 August 14, 2000 RMIENSO DKA a,Y "A CORaE TION SEP 2 5 2000 LTR# Attention: Donna Project: Saybolt PERMrr CENTER Subject: RVAC dons Per your fax dated 7/21/00 prepared by Tukwila Building Division, our response is u follows: ITEM 07 The mechanical drawings incorporate the UBC code 12.02.2.3 for the H•2 Room. They also adhere to the 97 ire code specification 8003.1.4.2 stating the space needs at a minimum 1 CFM per SQ. FT. of exbmist a maned shut off switch for ventilation equipment shall be provided (by electric) and exhaust picked up 12 "'above finished floor. A ducted rem' is utilized Over drawings indicate the above mentioned except for the shutting down of the exhaust fans. We also designed'out system at sic air changes per Low which is approximately twice u much Yea:Ration as needed. The exists installed tome's was 20 to we are installing 15 tons. Please call if you have any questions or comments. ' Sincerely, GB SYS Greg Bag P15 Vi ti) $ • vow, wo LL Q N v LLI Z gip= z� ocol l' Iw LLB.• O wZ U co 0 NOU -15 -2000 10:59 Donna Joan Brown From: Sent: To: Subject: SEA CON Patrick McQueen f pmcqueeneseattleconstruction .comJ Tuesday, August 01, 2000 8:2 AM 'Donna Jean Brown' RE: Saybolt - Drawings, Permits Donna, Greg is working on item #7. Item #4. There is no insulation on the walls. The only insulation that I could find was above the bathrooms. SEP 252000 PEWIT CENTER 1 4258371585 P.04/04 CORRECTION LTR# Da000 �3 TOTAL P.04 August 27, 2001 Mr. Charles Sharpe 224 Nickerson Street Seattle, WA 98109 RE: Permit Status D2000 -23I 15244 Tukwila International Boulevard Dear Mr. Sharpe: In reviewing our current permit files, it appears that your permit for repairing Building 'B' floor and walls, issued on August 21, 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, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Stefania Spencer • Permit Technician Xc: Permit File No. D2000 -23I Duane Griffin, Building Official 6300 Southcenter lluulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 CO u_ W 0 u. N d; 2 W LU ,2 o` 10 Na W W t — 0 ACTIVITY NUMBER: D2000 - 231 DATE: 7-12-2000 PROJECT NAME: PUBLIC STORAGE SITE ADDRESS: 15244 TUKWILA INTERNATIONAL BL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B irCiiri(g 1 D . Public W rks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 'KKOtJT1.L )OC PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fi + Structural Incomplete TUES /THURS ROU 1NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved In Approved with Conditions n Plan i Division gl Permit Coordinator DUE DATE: 7-13 -2000 Not Applicable n Comments: No further Review Required DATE: DUE DATE 8-10 -2000 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: w coo w ; 9 u. w 0 - 0 w Z F ! - O U 0 O N 0 I- w W rz 0 WZ 0 ~ z i't rs.'t'...• , , '' , .. --- "..': • • !11,, : 'a a , , ii , „, • . . .1.1.%. • .. , ..' . : : i . '. ■ ' ". 4 1. • e .';1 .. - . .1'.i. :.. ti. ' ' • • • :af, . • .: ,,,y, • r:;,i• . : .4. , • . ..:••:11. ,i; .• .• i:,i. . ,..,.1. .,... • • : . i • ,i, , ' ItEOISTERED AS PROVIDED BY LAW • CONS T CONT GENERAL . • MCBRIDE'CONST RESOURCES INC • 224 NICKERSON ST SEATTLE WA, .9810_9_ CR099JZ 03/25/2001 .. .:, ,...0 4... , ...,:.‘,......,,,,111.ss1:cd by EpARTIviET 1'; LABOR AN I) INDUSTRIES EFFECTIVE DATE 04/09/1991 • I . •:' ;I:, : REGIST. # EXP. CCO1 MCBRI . i0i' .. * • S4g.natute C .1 • i','.4'',. • • . ,, . . / A., 4 • . : 1 • . • ; • • . •, 1 •■ :01 • !;" . 1 • 1 . " ! " 1 ! • .1 :, ■ ..• , ! ; i • i • .:. : ti . ! !•il : '•:!!ti ; . • '' it ' ; • . IV! . • • • • ; • • • !, • ' • Zt u) 1 '0 SAY BOLT INC. NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. s WA IL T V� ■ Mifflin) 111116 111“111T1(TS 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 9891 www.dkarch.com CONSULTANT INFORMATION ARCHITECTURAL ABBREVIATIONS SITE PLAN SCALE: 1 /s2•• 1-0• OWNER: SAYBOLT INC. MECHANICAL: GB SYSTEMS, INC. 1225 4TH AVENUE SOUTH, SUITE L 7202 NORTH EAST 175TH STREET SEATTLE, WA 98134 KENMORE, WA 98028 CONTACT: L. DEAN WILLIAMS CONTACT: GREG BERG TEL (206) 622 -8989 TEL: (425) 482 -0584 FAX: (206) 622 -9939 FAX: (425) 482 -0586 Iwillioms ®soyboltwh.com gbshvac @aol.com CONTRACTOR: SEA CON ELECTRICAL RODGERS ELECTRIC CO., INC. 165 JUNIPER STREET, SUITE 100 P.O. BOX 1152 LIGN A LI G Y ISS Q UAH PA 0 J. McQUEEN CON E R CT: WA E98 2 06SEN TEL: (425) 837 -9720 TEL (425) 252-2107 FAX: (425) 837 -1585 FAX: (425) 252 2114 me ueen@seattleconstruction.com reiies@aol.com p q ARCHITECT: DKA STRUCTURAL PETERSON STREHLE MARTINSON, INC. 2107 ELLIOTT AVENUE SUITE 305 820 JOHN STREET SEATTLE, WA 98121 SEATTLE, WA 98109 CONTACT: DONNA BROWN CONTACT: STEVE STREHLE TEL: 443 -9939 TEL (206) 622 -4580 FAX: (206) 443 -9891 FAX: (206) 622 -0422 donnoOdkarch.com strehle ®psm- engineers.com MECHANICAL GB SYSTEMS, INC. 7202 NORTH EAST 175TH STREET KENMORE, WA 98028 CONTACT: GREG BERG TEL (425) 482 -0584 TEL (425) FAX: (425) 482 -0586 gbshvac @aol.com & AND MTh. METAL , 140' -8" , ® AT MFR. MANUFACTURER fL CENTERUNE MIN. MINIMUM 0 DIAMETER MAX. MAXIMUM # NUMBER, POUND NO. NUMBER 1 ' -O" 91' -0 39' -8" , _ � JL PERPENDICULAR OPP. OPPOSITE ACOUS ACOUSTICAL PD PENCIL DRAWER ACT ADJ. ADJACENT ACOUSTICAL CEILING TILE PLYW PLYWOOD ! _ _ — !EXISTING lE ` � I L ANDSCAPING 'I . G !STEREO , ` R "" SAYBOLT, ANC. LAB TENANT IMPROVEMENT 18251 A - CtVeAVENUE SOUTH TUKWILA, WASHINGTON 98188 -4722 AFF ABOVE FINISHED FLOOR PT POINT BC CRASH TABLE PPT PRREESSUR PRESERVATIVE t NO CHANGE / I I ? _ -- !_ ill „9 —,b _N 11 2 5 50 430.27' - E � - ' -" - ��� ` ' - t / - N / 4 / 9.° a -b / / y g / / S COP / i / i g �0 6 B.O. BOTTOM OF PROC. PROCEDURES 81W. BETWEEN PTD PAPER TOWEL CAB. CABINETRY DISPENSER ' TENANT � rz ► ` 1 O CHANGE ° o o ° ; 1 = j J EXISTING PARKING NO CHANGE co CLG. CEILING REF REFRIGERATOR CONC. CONCRETE RB RUBBER BASE CONE. CONFERENCE REQ'B REQUIRED CONT. CONTINUOUS R.O. ROUGH OPENING CMU CONCRETE SBC SEATTLE BUILDING MASONRY UNIT CODE DED DEDICATED SD SOAP DISPENSER MIA. DIAMETER SF SQUARE FEET 0 0 j N Z ¢ a - 1 ( 206) ° - i o Z. / / / / / / , ////././// / ! t I # /// / "/ / /�/ / /. / "/ i j / //// f/ / / / /�� SAYBOLT , f � /// �YBOLT INC. • - �` , /-" 18251 A�BLZ` AVE S "i fUKWItA WA g81$�4j/ /////7/./////// / I I I f __ ,t; I understand that the Pan Check approvals are sub act to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractor's nor; of approved pans acknowledged. By EIFS EXTERIOR INSULATED SGT. SHEET n FINISH SYSTEM SIM. SIMILAR ELEC. ELECTRICAL SPEC. SPECIFICATIONS ' / AREA OF IMPROVEMENT ! !/ // f!/ ��� /�� / _ , o I °a / / E 6 4 F SEPARATE PERMIT R QUI32ED FOR: LECTRICAi ECHANICAL PLUMBING [] CAS PIPING CITY OF TUWILA BUILDING ELLV. ELEVATION SS STAINLESS STEEL EQ. EQUAL STD. STANDARD Z 1 1 I / I I / j / / //i / / / / // / // //// " �� ti EQUIP. EQUIPMENT STRUCT. STRUCTURAL EXIST. EXISTING SV SHEET VINYL FE FIRE EXTINGUISHER TBD TACKBOARD FIN. FINISHED T &B TOP AND BOTTOM f 1 / / `' o / gg. Ci / 1 ate v ,� P I _. 4 4 Fermi!,, ^la .r FOIC FURNISHED BY OWNER, T.O. TOP OF INSTALLED BY CONTRACTOR T.O.S. TOP OF SLAB / I DUSTING PARKING /p E / ' NO CHANGE REVISIONS 3 CF f NGES SHALL BE MADE TO soy OF WOF,K WITHOUT PRIOR ` - OVAL G TUKWILA BUILDING DIVISION I ` ' L 1 ^ RE A NEW PLAN E MA{ . Works qh @ge �t,n= MdVP t PEri reVIPWP, hV tl1B �U1 and or ada ted nda,as or tc- r nu of u e tt,c of a I L C ry Ec t i/V,. F a cc ton e is u ; P Late By. F010 FURNISHED BY OWNER, T.S. TUBE STEEL INSTALLED BY OWNER T. TYPICAL FOS FACE OF L STUD U.O.N. O UNLESS UNLESS OTHERWISE FS FLOOR SINK NOTED GA GAGE VERT. VERTICAL GWB GYPSUM WALLBOARD VIF VERIFY IN FIELD HARDWD HARDWOOD VTR VENT THROUGH ru ROOF HT HEIGHT WD WOOD HWH HOT WATER HEATER WSBC WASHING STATE INSUL INSULATION BUILDING .,.,., \ / j 5 2� / /\ 0/ / 00 / ' J ' � ' / . ,o.., 0\1C- —LL /� R �E� 1 - ----- , p0 G 11 23' gp" E t _ _/ J SA 1 47 �/ S 37' D�KaION N F PiISlh:a. Cl' cr n' V,' 1 1 s 1 Q Y _ VICINITY MAP SCALE: 1 /8• =r-0• P11' SYMBOLS SHEET INDEX `z ` ' s is PI 1 Si ® SECTION REFERENCE 01.0 COVER SHEET �+ �\ s m > ye w _ �� a s 15380 xf. 5� - �, V SHE NUMBER Cl CODE INFORMATION . G1.1 GENERAL NOTES �\ DI O7 4I Li Ni _ _ ® �. ' `.n" --"Vg XX DETAIL REFERENCE ARCHITECTURAL DRAWINGS tss ' S f ! : ii' a f ''�! ,. N ` I T 1 so17HCENree 0 - j J � P -� KWY ` , a N.( D't °• a da : , _ -r 7.7 a V —. _• r : _: T a : _SI X SHELF NUMBER ELEVATION REFERENCE SHEET NUMBER DOOR NUMBe A2 DEMOLITION PLAN AND NOTES A3.1 FLOOR PLAN A3.2 REFLECTED CEILING PLAN A4.1 EAST ELEVATION, DOOR SCHEDULE, AND WINDOW SCHEDULE Nz A5.1 NOT USED A6.1 A7.1 DAILS Da DO o a 1 : Ei yD w ttt a r - < S TM STRANDER BLD B ° +� i �, WINDOW TYFE CC - . a MUM �,I 8y ' ' - "' • DR— ttto� s ' RECITE TYPE PROJECT INFORMATION PER S PERMIT SET ! — is zsarl+ or � < { / ` + _ INOTE #I DRAWING NOTE NUMBER ( „ j° 'a '" FS 1 aysn�sa+. r r I yy f W . ,, 1 fi - . � STRUCTURAL GRID UNE PROPERTY ADDRESS: SAYBOLT, INC. �}p� 18251 A OLYMPIC AVENUE SOUTH TUKWILA, WASHINGTON 98188 -4722 -5 'Co 5 SAYBOLT, INC. WS 4 ( 18251 A OLYMPIC AVE S i z -1 a CQBPfiRAi DR N R E V I S I O N S no. DA,E + TUKWILA, WA 98188 CORPORA n MU I { i vAxarnr '.��'r"$ 1= REVISION SCOPE OF WORK: TENANT IMPROVEMENT OF 7,500 SF IN AN EXISTING 14,900 SF BUILDING -4722 vt I _ r + J < < _> 0 "` - Bow BOB _ 4 fi; 1 f ?81 ` I +X" I CHANGE IN FLOOR ELEVATION, LEGAL -a t - NI' lAM • • - <' _ REFERENCED FROM 0.0 1 C W LL TYPE O TOILET FIXTURES / ACCESSORIES A (INTERIOR ELEVATIONS ONLY) DESCRIPTION: That portion of Lots 23 and 24 as shown on the Short Plot Survey recorded under King County Recording No. 7905011098, as revised by Boundary Adjustment the s urvey Line Adjustt No. 81- 29 -BLA, according to th recorded under King County Recording No. 8111050568, and being more particularly describing as follows: Beginning at a point on the northeasterly right -of -way line of Riverside Drive as shown or said Plat, distant thereon 578'36' 10 "E 267.76 feet from the southwesterly corner of said Lot 23; thence from said POINT R R �+ C G E CT 10 N COVER LTR# __L_ L ' PK 178TH J g S - $ : - - I '` ' ®1 j r gAp DR ) SHEET �� //� 3 �I/�' J zsn, " J 3 Gif E_ 4 !P i �► ' �Ar ' ` — OF BEGINNING N11'2350 "E'430.27 feet to a point on the boundary of the s r / l sj ! sb S I8UT sou m fi t S I �r , ,r < I ; F PA �► : . ' g a lr kit'E, Q t ` 0 18 B Lap " t o S „ j \, s z �' , sr 1 a } + r 18fiTH sT PROPERTY LINE — _ _ OBJECTS BELOW OR BEHIND OBJECTS OVERHEAD - ELEVATION MARK STRUCTURAL GRIDUNE /CENTER UNE said Lot 23 `� thence boundary of said LOTS 23 and 24 the followin g courses. 529'38 00 "E 66.11, feet; thence 5252000 "E 100.00 feet; thence 523'04'00 "E 99.00 feet thence 524'51'00 1 100.00 feet Thence 544'29'00"E 4.68 feet; thence 511'23'fo"W 147.37 feet to the northeasterly right -of -way line of said Riverside Drive; Thence along said northeasterly right -of -way line from a tangent that bears N51100 along the arc of a curve to the left having a radius of 110.00 feet and a central angle of 2702'00 ", an arc length of 51..90 feet; thence tangent to the preceding curve N78'36'10"W 172.24 feet to the POINT OF BEGINNIN DRAWN: RBM4 CHECKED: DB PROJECT NO.: 2000 - 010 s H E E T 1• 0 „r : G t_ S T — use - LPN' (I67e) Use LPA WO Pa.lrg.weldng, cancel., rredwre stops Baba snips, beauty stops 23 2 Marmara bn:staons Atria (Mims) 12 1 B.I.gerd/emfaencetattaM tap LaaRamries 2 2 AssAday ,ar®aiWrs,gyrmasia then. Process Mortis 1 1 Aural repair homers Cafeterias. fastfood est...reale 1.5 Fats..csfbarss MetalA' 1 1 Factories, nadrshrps, bahr .... Gasstaaas, ado Weirs... 15 15 RSa7B' badrahg Ltckeratlfashorgfae:tities 1.5 0.8 War.. 15 W.f..... storage areas 0.5 O4 a'swa" Dtraies Nursing hones 15 . 15 Airoasbrgehamars Pact gggerayes Whdesatesltxes(pa. radrahehihy Mal concourses 15 14 Plana Selmkind.r Common Areas Orly' 8496.0 Schods ba li., send el s Lammas 135 Comonenat rmfdas. tat. (ocean. rsaWa.) Trip fa5if¢ and leshrmnn - 98 0.8 Off huidrgs,oRKe/adhtoi3trafte ones.. festc otter use types 6rt;.ding but rot Faded to sefroos, Mryitas, • I88Ibrs, means, �8 3) . - .-.. V Total Allowed Wets Allowed Watts for In erior) 12700. Locelion Description Allowed Watts per ft per If Area in it (or Ofor perimeter) Allowed Watts xfl (orx 0) Covered Parking Applicant Name: snag.. Electric 02 Wffe Applicant Phone: 425.252.2107 Project Description I ❑ New Building L] Addition Q Alteration Open Parking O Prescriptive C) Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicete Prescriptive E. LPA spaces clearly on plans.) 02 W/(t ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are 188. and installed lighting wattage is not being increased Outdoor Areas Locelion (188111oom no) 0.2WI8 Allowable Watts per squab foot Area in ft A llowed 889. (by .cede) o£Eice Space 025 we 1.20 3504.0 Bldg. (by pe4m) pabratoty Space 75 Whf 2.00 4248.0 Prescriptive Spaces Occupancy 0w a areas or eaten storage hangers °Other Qualification Checklist tfo. S°c.a. /type is'W1,Y and fol. .rile. d. tie numberof E n u r e s . She space l lllPl an. ty Cade Cleary in 6rate these spaces on pars snot tivawied, rip LPACaosaticas ligt&hg Foams - 0 Cedrlrae taleasi9555 of frames in the space meet an four criteria: 1. Rases . . . s c e n t , rion4ersed, rah only one or two lamps, and 2 Lamps are T.5,T-6,T -8 or P1_, and 3. Lamps are 550 Watts, and 5 Ballasts aeete:i+mici» Project Project Address _ I 4i Date 06/07/2000 zs1 . .. A soum, suite A F or Building Department Use TulewIlla, WA 98185 Applicant Name: snag.. Electric Applicant Address: eo ass 1152 Everett, WA 90206 Applicant Phone: 425.252.2107 Project Description I ❑ New Building L] Addition Q Alteration Compliance Option O Prescriptive C) Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicete Prescriptive E. LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are 188. and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Locelion (188111oom no) Occupancy Description Allowable Watts per squab foot Area in ft A llowed xArea o£Eice Space General office usage. 1.20 3504.0 4204.8 pabratoty Space Testing of fuels. 2.00 4248.0 8496.0 "From Table 75 -1( over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage (Interior) (May not exceed Total Total Allowed Wets Allowed Watts for In erior) 12700. Locelion (floor /room no.) Fixture Description Number of Fixtures Watts/ Facture - Watts Proposed 100 Lab Type A 2x4 3L Lensed Troffer, Electronic Ballast 25 108 2700.0 101 Octane Type G 1x4 2L Explosioin Proof Fixture 4 72 288.0 102 Gas Te Type G 1x4 2L Explosioin Proof Fixture 2 72 144.0 103 Jet Leb Type A 2x4 3L Lensed Troffer, Electronic Ballast 8 108 864.0 104 Storage Type A .4 3L Lensed Troffer, Electronic Ballast 6 108 648.0 105 Ch Type A 2x4 3L Lensed Troffer, Electronic Ballast 7 108 756.0 106 Storage Type A 2x4 3L Lensed Troffer, Electronic Ballast 2 108 216.0 107 Field Office Type A 2x4 3L Lensed Troffer, Electronic Ballast 2 108 216.0 108 Janitor Type C 1x4 2L Samara Wrap, Electronic Ballast 2 72 144.0 109 Lunch Rm Type A 2x4 3L Lensed Troffer, Electronic Ballast 4 108 432:0 110 Women Type C 1x42L Surface Wrap, Electronic Ballast. 2 72 144.0 110 Women Type D 1x3 Wall Mount, Electronic Ballast 1. 35 35. 0 177 Men Type C ix42L Surface Wrap, Electronic Ballast 2 72 144.0 111 Men Type D 1x3 Wall Mount, Electronic Ballast i 35 35:0 112 Mini Conf. Rm Type A 2x4 3L Lensed Troffer, Electronic Ballast 2 108 216.0 113 Office Type A 2x4 3L Lensed Troffer, Electronic Ballast 4 108 432.0 114 Reception Type B 2x4 SL ParabolicTroffer, Electronic Ballast i t 108 1188.0 115 Lab MGR Type A 2x4 3L Lensed Troffer, Electronic Ballast 4 - 108 432.0 116 Lab Supe. Type A 2x4 3L Lensed Troffer, Electronic Ballast 4 108 432.0 117 Conference Type 2x4 3L Parabol,Troffer, Electronic Ballast 9 108 972 178 Mech / Elect. Type A 2x4 3L Lensed Troffer, Electronic Ballast 5 108 540.0 179 Corridors Type A 2x4 3L Lensed Troffer, Electronic Ballast 8 108 648.0 Office 8 Lab Area Type E Exit Signage, LED 4 2 8.0 Office 8 Lab Are Type F Emergency Flood Fixture 10 5 50.0 1994 W hkl9bn slab N ..el Energy.de compliance Fours LIFE SAFETY PLAN 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Form Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior Note: for building exterior, choose either the facade area or the perimeter method, but not both) Pro osed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Allowed watts 11684.0 Location Paeans Desaiption Number of - Fa.res Wattsi Fixture Total Proposed Watts may not ezceed Total Allowed Watts for Exterior Total Proposed Watts Watts Proposed 1994 Was1iogton State Noriresidantial Entsgy Code Compliance For. Lighting Sum . arip(back) LTG -SUM Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 1- In cases m which a uses not memimedspedfita0y, chef/sir P A/Imea e shell kedamnixtedlyilmbufining oOldaL This determination shall. basedapondmmast compare. eseceev0 d sGSection 1512 for exempt areas. 1 The.. per sgoace lsotmaybemaeased, bytwo Pao. Pa fiat oft Tgbeigin hotetwatyfuf, unless specifically drect. otherwise by s cequem footnotes. 3. Wetspersgome foaofraommaybe messed bytwopeceat perfect of ming heightahose.ef. feet 4. F o r all other s p a c e s , s u c h a s s:at.gand c o m m o n r tfie P AArbaorref assembly_ 5. Wads per square foot ofroom mei. inaesed byamps..per IcaofraLgirgyt eboreniee&u. Includes pump area =dercanopy. In eases in which a Ligh.gplan is salmdcd faonlyapcm.nora Boor eUsi LigthingrowcrABowenee of L35 maybe used for usable of ..0race and 080 war. per square km stall beesdf drm®on areas,wt vLmayiolude elevator space, lobby area =drat roams. Common areas, as herein &fired do not itch. man mamas. - For the Or cog. loon, the Unit LixtiagFoaeAllowaooe is lA watts,sptse foot. For indoor spat ml¢nameotcoa s wink afore.spemlor s at.g .Uot lighrmgPower Allowance for the court areas 26 sans per square fool Ia For both Retail AadRetal B, light tonOae- ngtrapJy1 7dmg showcase r.. Lion anddhptayweiow Olmumadon installed within nvo fee of the window ere exempt . 4em0 A allows a Mall igbI2g PoverAlimmace of 1.8 vatspers)oae foot Cedmgmoomad arlosaOetrmgaeo halogen and HID metebmdise display rLmiaaiec are exaapt P.etail B aitmse UeitlightingPowerAl1owance of15 S/Sp. iquare , including au aeirog mo®eed mecmaodise display luminaries. II. Provided theta 0mrpt., iodi®aog r0dclootimamiheig80 is submitted, thesprarefeomge aa warehouse mayhe deOned,f computing the interior UnitLightmgPowerNbwmce,es. floor areanot covered bymris phastheve a..arm(accessside only) of. racks. The heightallovr ce cefnedm finaote2applg only to the floor area notmuced byrarls 6 . 7 . 9 . SCALE: lir 1'-0" I r) CODE INFORMATION DLOQ 3 Existing Building Information Construction type Total area Height of building Type of occupancy Occupant load Type III -N Number of (loom: 1 Automatic, Sprinkler system throughout 14,998 S.F. 14' -1" B 14,998/100 =150 Existing Land Use Information Parking required at 2.5/1000 (14,998) (.0025)=38 spaces required Parking provided: 48 Assessors parcel# 1 -15947 Zoning C /LI City of Tukwila Building use: Office North property line East property line South property line West property line Tenant Improvement Work Area Building Information 61' 79' 48' 5 ' Code: Uniform Building Code (UBC), 1997 Construction type: Type Ill -N Number of floors: 1 Automatic sprinkler system Floor area of improvement work: 7,575 S.F. Occupancy of improved areas per 1997 U.B.C. One group B area at 7,074 S.F. One group H -2 area at 256 S.F. One group H -2 area at 245 S.F. hroughout NOTE: iF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. The Group B area contains 4 control areas Control area 1 at 191 S.F. Control area 2 at 608 S.F. Control area 3 at 164 S.F. Control area 4 at 2485 S.F. Occupant Load Calculations for Tenant Improvement Area Office areas Conference room Storage area Equipment room Laboratory area Total: Total occupant load for improved area= 73 persons Allowable Area Calculations There is no increase in the total building area. These calculations are provided to demonstrate that area requirements are met for the building occupancy change from B to mixed use containing both B and H -2. Occupancy Code Item Allowable Area B Table 5 -B 12,000 S.F. for type Ill -N H -2 Table 5 -B 3,700 S.F. for type III -N Area increase for separation on 3 sides Most restrictive separation = 48' 48'- 20' =28' Using 2.5% increase for every foot over 20' (28 )(2.5) =70% allowable increase Applying the area increase to each occupancy:' For B (1.7) 12,000) =2O 400 For H -2 1.7) 3,700) =6,290 Per UBC 504.3 Actual B Allowable B 14.490 S.F. 20,400 S.F. The actual building area of 14,998 S.F. does not exceed the total allowable area of 26,690 S.F. for the mixed use B and H -2 occupancies. Exiting Two building exits required per UBC table 10 -A Minimum width of exits per table 10 -B Per Table 10-B an "h -2 use" with respect to "Other egress components" yields 0.4 inches per " person. Width for "over egress components = (0.4) (73 persons) = 29.2 inches. Other 1997 U.B.C. Pertinent Items 1,135/100 474/15 1,219/300 640/300 2,126/100 =12 =32 =4 =3 =22 =73 = 20,400 =6.290 = 26,690 Actual H -2 must be less then one Allowable H -2 + 510 S.F. = 0.79 6290 S.F. S.F. 100.2.4 Separation of exit access doorways. Where two or more exits or exit access doorways are required, at least two of the exits' or exit access doorways shall be placed a distance apart equal to not less than one -half of the length of the maximum overall', diagonal dimension to the area served. 1004.2.5.2.2, Maximum travel distance sprinklered buildings. The travel distance shall not exceed 250 ft. 1004.3.4.3 Corridors shall be fully enclosed by walls, a floor, a ceiling, and permitted protected openings. The walls and ceilings of corridors shall be constructed of fire- resistant materials. Exception 5 Corridor walls and ceilings need not be of fire- resistive construction within office spaces having an occupant load of 100 or less when the building in which the space is located is equipped with an automatic sprinkler system throughout. 1004.3.4.3.2.1 Doors All exit- access doorways and doorways from unoccupied areas to a corridor shall be protected by ',tight fitting smoke and draft - control assemblies, having a fire protection rating of not less than 20 minutes when tested in accordance with UBC Standard 7 -2,' Part ''II. Such doors shall not have louvers,', mail l slots or similar openings, The door and frame the letter 'a', the name of the manufacturer and the identification of the service conduction the inspection of materials and workmanship at the factory during fabrication and assembly. Doors shall be ' maintained self - closing or shall be automatic closing by 'actuation of a smoke detector on accordance with Section 713.2. Smoke and draft- ,:ontrol door assemblies shall be provided with a gasket installed so as to provide a seal where the door meets the stop on both sides and across the top. N0. DOO9l6 111116 OR(91I“(T( 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com SANS LT, 1NC. LAB TENANT IMPROVEMENT 18251 A .1101AVENUE SOUTH r. l 9ttk TUKWILA, WASHINGTON 98188 -4722 DRAWN: RBM4 CHECKED: DB LEGEND .•o. ❖. ❖.•.04 REVISIONS orSaicelON PROJECT NO.. 2000 -018 D!� TWO HOUR FIRE - RESISTIVE OCCUPANCY SEPARATION ONE HOUR FIRE - RESISTIVE OCCUPANCY SEPARATION ONE HOUR FIRE - RESISTIVE EXIT ENCLOSURE (p FIRE EXTINGUISHER IN CABINET GENERAL NOTES • SEE REFLECTED CEILING PLANS A3.2 FOR EXIT LIGHTS. • AREAS ABOVE CEILINGS ARE SPRINKLERED. • SPRINKLER CONCEALED SPACES • (2) AREAS ARE H -2 OCCUPANCY AS SHOWN. ALL REMAINING AREA IS B OCCUPANCY. • (4) AREAS ARE CONTROL AREAS WITHIN THE B OCCUPANCY. • R ,� 011/ Or ,„,tv PERMIT SET PAC FR CODE INFORMATION l t :Ln H E OCT 1 1 NM G1.1 E T ITEM REQUIREMENTS HVAC Shop Drawings & Catalog Cuts ELEC Shop Drawings & Catalog Cuts PLUMB Shop Drawings & Catalog Cuts FLOORING Catalog Cuts & Samples, 8 -1/2" x 11" PAINT Catalog Cuts & Samples, 8 -1/2" x 11" CEILING & GRID Catalog Cuts & Samples, 8 -1/2" x 11" CABINETS Catalog Cuts & Shop Drawings WINDOW BONDS Catalog Cuts & Samples HARDWARE Catalog Cuts & Keying Schedule DOORS & FRAMES Catalog Cuts & Shop Drawings Warranty & Sample FIRE EXTINGUISHERS Catalog Cuts GWB Catalog Cuts JOINT SEALANTS Catalog Cuts TOILET ACCESSORIES Catalog Cuts & Mounting Instructions WALL ACCESSORIES Catalog Cuts CARPET Seam Layout 1. All new construction per 1997 uniform building code. 1.1 2. General conditions refer to general conditions of the contract for construction AIA document A201 -1997. 3. Coordinate provisions for staging areas with owner and authorities having jurisdiction. 4. Drawings indicate general and typical details of construction. Where conditions are not specifically indicoted but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by Architect. 5. Variations or modifications to work shown on these Drawings shall not be carried out without written permission form the Architect. 6. These Drawings are the exclusive property of the Architect and can be reproduced only with the permission of the Architect, in which case the reproduction must bear their names as Architect 7. The contractor shall coordinate the work of all trades required to perform the work, and shall be responsible for the joining of his /her to the work of other trades. 8. The location and depiction of existing construction is shown based upon available as -built information. General Contractor and Subcontractors shall be responsible for verifying dimensions and framing conditions in the field before commencement of work. The Contractor shall notify the Architect of any discrepancy in drawings prior to proceeding with work. 9. Do not scale drawings for dimensions. Where there is a discrepancy between written dimensions and actual dimensions or conditions, contact the Architect for interpretation prior to commencement of work. Where no dimensions are shown on drawings, refer to specifications. Where no sizes are called out in drawings or specifications, notify Architect before commencing Work. 10. Dimensions are from finish face of concrete (F.O.C.) or finish face of wall unless otherwise noted. 11. All construction material shall meet the performance standards of and match existing adjacent material, unless noted otherwise. 12. Unless expressly stipulated, no additional allowance will be mode in the Contractor and /or Manufacturer's favor by virtue of errors, ambiguities, and /or omissions which should have been discovered during the presentation of bid estimate and directed to the attention of the Architect in a timely manner. 13. My errors, ambiguities and /or omissions in the Drawings or Specifications shall be reported to the Owner immediately in writing. No work is to be started before correction is made unless otherwise noted. 14. The Contractor shall provide temporary shoring, bracing, and other temporary structures as required until all permanent connections and stiffeners have been installed. 15. Paint entire room where affected by construction. 16. Furnish and install fire extinguishers as directed by City of Tukwila Fire Marshall. 17. Install fire blocking in concealed spaces of stud walls, partitions and furred out spaces and at 10 -foot intervals both vertical and horizontal and at all interconnections between concealed vertical and horizontal spaces, UBC Sec. 708.2. 18. Maintain all emergency exits from the existing building. 19. Maintain continuous operation of building fire alarm and detection systems. 20. Revisions to fire alarm and detection systems as required to accommodate tenant improvement shall be Bidder designed. Fire alarm designer must comply with WSBC Section 1105.4.9 21. Visible alarms are required per WSBC Section 1105.4.9 in all assembly areas, common use areas, toilet facilities and hallways. See also WSBC Section 1106.15.2 for other specific requirements. 22. Not Used. 23. Submittals: Includes data & revision date, project title, name of Architect Contractor & Subcontractor, Supplier, MFG, or Separate Detailer. Reference applicable standards such as ASIM. Provide 8" x 4" blank space for Contractor & Architect stamp. Submit 5 originals. The following submittals will be required: 24. All material stored on the site shall be protected from weather to prevent damage and deterioration until use. Failure to protect materials may be cause for rejection of work, 25. All Furnished by Owner items will be coordinated by contractor. 26. No portion of the work requiring a submittal approval shall be commenced until the submittal has been approved by the owner. All such portions of the work shall be in accordance with approved submittal materials. D. E. A. The Contractor shall certify that all new materials and products provided for this Contract are free of asbestos. Each supplier and subcontractor shall warrant to the Contractor that materials and products provided by them as part of the Work are free of asbestos. If speared materials or products are known to contain asbestos, the Architect shall be informed, and appropriate action shall be token to provide asbestos free materials or products. Where any doubt exists, it shall be the responsibility of the supplier or subcontractor providing the materials and products to verify test results showing that materials and products are free of asbestos. Submit notarized statement on Contractors letterhead addressed to the Owner certifying that 'to the best of our knowledge" all materials and products provided for this Contract are free of asbestos. Asbestos Free Certification required prior to Substantial Completion and occupancy of the facilities. 1.2 C. A. One -year Guarantee: Guarantee work for a period of not less that 1 year after date of Final Acceptance of the project by the Owner's Board of Directors in accordance with the requirements of the General Conditions, and for longer periods of time as may be prescribed by law or by the terms of any special warranties, guarantees, and affidavits called for in Specifications prior to application for final payment Other Guarantees: Contractor and manufacturer shall and hereby does mutually guaraertee all other products as identified in the specification as having a warranty. The warranty shat begin at the date of substantial completion. Furnish written guarantee stating the some Submittals: Contractor shall submit two (2) bound copies of all guarantees and warranties not later than ten (10) days prior to Substantial Completion. B. 1.3 MATERIALS FOR MAINTENANCE A. Deliver all maintenance and stock materials as specified in the technical specification sections to a designated representative of the Owner at the completion of the Work for future maintenance and repairs. Submit all materials in appropriate containers, labeled with specification section number, title, quantity, pattern, etc., for proper identification. Submit copy of receipt to Architect signed by Owner's representative acknowledging receipt of each item prior to application for final payment. 1.4 OPERATION AND MAINTENANCE DATA A. Provide operating and maintenance data, demonstrations, and instructions as specified and required by technical specification sections in accordance with the requirermenis of this section. Operation and Maintenance Manual: Provide manufacturer's recommended instructions for installation, operation, maintenance, and repair for all materials and equipment that requires any special attention for its proper installation and subsequent care, as applicable. Set forth all information necessary for Owner to operate and make full and efficient use of equipment, and perform such maintenance and servicing as would ordinarily be done by Owner's personnel. B. C. D. Notify Architect at least 48 hours prior to time scheduled for Instructions. Provide written confirmation signed by Owner's representative including dates, duration of time, parties present, project name and Contractor's or Subcontractor's name. Submittals: Submit manuals and written confirmations not later than 10 days prior to final payment and completion. 1.5 PROJECT RECORD DOCUMENTS (RECORD DRAWINGS) A. B. C. PROJECT CLOSE -OUT ASBESTOS FREE CERTIFICATION GUARANTEES Maintain and submit one project record documents as specified and required by technical specification sections in accordance with the requirements of this section. Maintenance of Documents: Maintain at job site 1 copy of Contract Drawings, Project Manual, addenda, reviewed shop drawings, change orders and other modifications to Contract, and field test records, stored apart from documents used for construction. File documents in accordance with Project Manual section numbers. Make documents available at all times for inspection by Architect and Owner. Recording: Keep record documents current. Do not permanently conceal any work until required information has been recorded. Use red pen for all marking. Contract Drawings: Legibly mark to record actual construction including depths of foundations, horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements, location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure, field changes of dimension and detail and changes by field order or change order. Submittal: Submit project record documents not later than 10 days prior to final payment Point out possible hazards with instructions cautioning against mistakes in maintenance and operation that might result in damage or danger to the equipment, building or personnel. Provide two (2) sets of manuals except provide more copies if indicated in other specification sections. 8 -1/2" x 11" size or multiple accordion folds, in hard cover binders, bound and indexed form, all properly identified by specification section numbers, with subcontractor's names. Cover to be embossed with project name and Contractor's name. Demonstrations and Operating Instructions: Furnish competent personnel to instruct the Owner or his designated representative in the use, operation, and maintenance of equipment and materials as required by the technical specifications. 1.6 CLEANUP NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. A. Provide cleaning up in accordance with paragraph 4.15 of the General Conditions of the Contract except as amplified and modified herein. Cleaning during construction and final cleanup is specified in this section and other sections of these specifications. Refer to technical sections for cleaning up required by various trades. B. Cleaning During Construction: Oversee cleaning and insure that building and grounds are maintained free from accumulations of waste materials and rubbish. Do not allow waste materials, rubbish, and debris to accumulate and become an unsightly or hazardous condition. At reasonable intervals collect and remove waste materials, rubbish, and debris from building and site and legally dispose of at public or private dumping areas off Owner's property. C. Cleaning Storage and Shop Areas: When any portion of the building is used as a storage or shop area, Y.a Contractor or trade making use of such area is responsible for any repairs, patching, or cleaning arising from such use. D. Final Cleaning: Perform the following cleaning operations, excepting only those specifically required by other trades, after completion of construction but prior to occupancy or acceptance, using experienced workmen or professional cleaners: 1. Remove grease, dust, dirt, stains, labels, finger prints and other foreign materials from interior and exterior surfaces. 2. Repair, patch, and touchup marred surfaces to match adjacent finishes. 3. Wash mirrors, other glass, and aluminum, both sides. 4. Clean all air ducts and ventilating equipment. 5. Vacuum entire Project. 6. Maintain cleaning until the building, or portion thereof, is occupied by Owner. 7. Clean or change all filters if such equipment was operating during construction. 1.7 PUNCH UST A. The Architect will conduct a punch list inspection prior to substantial completion and prepare a punch list for Contractor's use. The punch list will be a tabulated list per area of items that are not complete, defective items and materials, and items that do not conform to the Contract Documents. The Contractor shall complete the items listed and all subsequent items, added, in a timely manner as stated in the Contract Documents, until the project is accepted. 1.8 SUBSTANTIAL COMPLETION A. The Contractor shall submit a letter to the Architect requesting a date for substantial completion and punch list walk-through. The Architect will issue a certificate of substantial completion executed on DKA Standard Format 'Certificate of Substantial Completion" in accordance with Article 8 and 9 of the General Conditions when satisfied that all conditions for substantial completion have been met. When approved by Owner and Contractor, the certificate establishes the date of Substantial Completion. 1.9 FINAL INSPECTION A. The Architect will conduct a final inspection with Owner and Contractor representatives present, after receipt of a project completion notice in the following sample form for the work of each contractor. If the Architect finds 5 un- corrected :. runch list items, he will abandon the back -check and the Contractor shall be required to complete work and resubmit a new project completion notice. 1.10 FORM OF PROJECT COMPLETION NOTICE BY CONTRACTOR To* Architect Re: General Contract for The Polyclinic. I, the undersigned, certify that on this day of 19_, I have reviewed all parts of the Drawings and Project Manual and all portions of the Work, and in accordance with the Contract Agreement dated the day of , 19 , state that all punch list corrections have been completed and that all Work is completed and ready for final inspection and Owner's acceptance. Signed' Contractor For 1.11 FINAL ACCEPTANCE, PAYMENT AND RELEASE OF RETENTION A. The Architect will submit letter of recommendation for final acceptance and final certificate for payment, and release of retention when fully satisfied that all requirements of the Contract Documents have been fulfilled. Final acceptance, payment, and release of retention will be made by Building Owner, after approvals by The Polyclinic Board of Directors meeting in regular sessions. Da00o REVISIONS GENERAL NOTES C1y 0 C 1 1 715 DRAWN: RBM4 CHECKED: DB PROJECT NO.: 2000 -018 s DOURLD OR1t6 1aA(TI ITE(TS 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com SAYBOLT, INC. LAB TENANT IMPROVEMENT 18251 A AVENUE SOUTH TUKWILA, WASHINGTON 98188 -4722 PERMIT SET nECEIVED clTV of Tulcwluo i, 2r�011 nsisrnlPM4 E G1.2 EOMIT E T DEMOLITION PLAN /2\ ( ENTRANCE— ) EXISTING EXIT 1 ELECTRICAL ROOM II DOOR CLOSED, NO ACCESS INSPECTORS A ' DCISTING EXCf ICI IIIP� III IIII L iF �- � A MBA GRAPHICS "`- ( (EXISTING ING TENNANT) ) A = = - 1 SAYBOLT LABS (SEE SHEET A3.1 FOR NEW LAYOUT)I1 cL I 1 r DOOR CLOSED, NO ACCESS EXISTING EXIT DCOOE 13 NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. A EXISTING EXIT c5 T 0� SCALE: 118' = 1'40' Dfl DONALD 1RIn6 u�c�IT1:(T 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com SAYBOLT, INC. LAB TENANT IMPROVEMENT 18251 A CASCADE AVENUE SOUTH .eL TUKWILA, WASHINGTON 98188 -4722 DEMOLITION NOTES 1. REMOVE ALL NONBEARING PARTITIONS SHOWN AS DASHED LINES ON THE DRAWING. 2. REMOVE SELECTED DOORS. 3. REMOVE ALL CABINETS, COUNTERS AND PLUMBING FIXTURES. 4. REMOVE PARTITIONS CONTAINING INACTIVE PLUMBING, REMOVE PIPING, CAPPING WATER AND SEWER LINES FLUSH WITH FLOOR SLAB OR CEILING. 5. PROTECT ALL ACTIVE SUPPLY WATER PIPING AND ACTIVE WASTE PIPES IN CEILING AND ON COLUMN IDENTIFIED FROM DEMOLITION OPERATIONS. 6. REMOVE ALL INACTIVE ELECTRICAL WIRING, SWITCH AND OUTLET BOXES FROM PARTITIONS TO BE DEMOLISHED. PROTECT ACTIVE ELECTRICAL IN CONDUIT IN THE CEILING AND CEILING LIGHTING FROM DEMOLITION OPERATIONS. GENERAL PROVIDE PROPER BARRIERS TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE DEMOLITION SITE. OR PROVIDE ADEQUATE TEMPORARY LIGHTING TO INSURE SAFETY OF WORKERS AND CLEAR VISIBILITY OF THE ELEMENTS TO BE DEMOLISHED AND THOSE TO BE PROTECTED FROM THE DEMOLITION OPERATIONS. PROVIDE ADEQUATE VENTILATION AND SUPPLY AIR TO WORK AREA DURING DEMOLITION OPERATIONS. REMOVE ALL DEMOLITION DEBRIS AND DISPOSE OF OFF SITE IN A PROPER AND LEGAL DUMPSITE. BROOM CLEAN FLOOR. Crtv oF ° vaiA PARTITION LEGEND SEP 2 5 ?[ PARTITIONS TO BE DEMOMEIY "'' REVISIONS W . M. Msa+MM 1 7 -n -2000 2 9 -25 -2000 DEMOLITION PLAN AND NOTES DRAWN: RBM4 CHECKED: DB PROJECT NO.: 2000 -018 EXISTING WALLS TO REMAIN PERMIT SET H E A2.1 E T j NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. it 4ED Dig D!fl LD fiI G GR(JIITE(TS 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com ' e.. ! ' SAYBOLT, INC. LAB TENANT IMPROVEMENT 18251 A CASCADE AVENUE SOUTH - ---- T WASHINGTON 98188 -4722 r OFFICE 1113 1 " f O �� PIER OFFICE `SUPPLIES `�� J J� / I H LUNCH ROOM 1 109 I _ STORAGE (1 OG I I EXISTING DOOR i DEAD BOLT ; 04 MEN _ '''', O' 1 111 I slo '� ■ � � H I I M ,-- 11101 aD5 I r ^ /'.____/_/Y_7( r_ „� ® � � j�j \�i ® UGN i � �CIST H . I ! ; STORAGE I 1 104 I I I e � L DRINK � I EXIST � � I —•— ® - , ± � IJ ` ® - �\�l�� O J A \- A CARPET 4' FOUNT. 4' -10” CARPET CARPET IX I ioe JANITOR HI lJ WALL LEGEND NEW METAL STUD WALL 08 ( I ROMO O G ® h"i H 1 ..., . , EXISTING WALL CARP CD ~ CARPET, ! ' ` ( TYP. — ( / 15 y CARPET MANAGER ` 1 115 1 J ALIGN . 1 !' -0 RVISOR I i ' I i i I I I °® I /� 1 SUP 1 1071 RECEPTION r C (( FUME HOODS r I ( L"J I I _ El HELD INSPECTORS I 116 I AUGN -) ALIGN I / .. t a S I NEW- SEALANT ON EXIST. FLOOR EXISTING TRENCH 4 S �A — NEW SEALANT ON EXISTING LCTIVE N I '� ' °° FLOOR, TYP. —. Q JET LAB I 103I , LL1 CARPET L, /1\ m O O ` . 0 r.4 i N - EXISTING - ALIGN 46 FEW F 17 CD ® ‘,N.,,______ .r000rso e EYE WASH ^`� ry SEALANT ON EXIST. 7' 4" � D' OO O I 3 7' -3" n ® �-�w� :, MAIN ` co GA S TAN CITY OF TUK'vVILA 5fP 2 3 2000 PERMIT CENTER LABORATORY 100 I O- ` ' �r� sI. .Z €SKW�Xss� .......K .1.1: ss . 1 At - ` Z ry I 1 02 3 A7.1 TRAINING �' CONFERENCE i 17 1 C ARPET � Op o- I ''+ I J • N FUME HOODS CONTAINMENT FLOOR " ° PERMIT SET _ ALIGN o I Co t E ® -^ "'� i s REVISIONS r OF PHONE, PHONE, 1 0 Q I RECEIVING No. wre MOW. iIEL' ] 9 -2,2000 1 HR DOOR 'p IG • • f �' ® OCTANE I' 101 I DATA + �� ) ®' PANELS MECHANICAL � ELECTRICAL o SERVICE 11181 Co i7 � 0 ' � 2 ' x4 ' BOTTLE WASW ak FLOOR PLAN C; N 1 CONTAINMENT FLOOR 3> FUME SINK IN ao --- - AREA OF PLUMBING MAIN HOODS HOOD, TYP.- `� �Y - ACTIVE LEAF tt ACTIVE LEAF - / � 1 I � A ' — " �� IL�J ryr \ - ��./ ..-/- Ask �C� t 1 DRAWN: RBM4 _. CHECKED: DB 20 ® © 1 j �� � • '- PROJECT NO.: 2000 -078 S H E E T 34' -8" x,3.1 1 PROPOSED NEW FLOOR PLAN SCALE: 1/4• =1' -0• PROPOSED REFLECTED CEILING PLAN A NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. Dao G,\y CC1 SCALE: 1/4' = 1-0' N0. 2 DONALD UN( 1111(411T-E(TS 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkorch.com DATE 9 -25 -2000 SAYBOLT, INC. LAB TENANT IMPROVEMENT 18251 A CASCADE AVENUE SOUTH TUKWILA, WASHINGTON 98188 -4722 LIGHTING FIXTURE LEGEND C 01 o- 3 REVISIONS a E F D!A PERMIT SET DESCF0F9CN REFLECTED CEILING PLAN DRAWN: RBM4 ■' CHECKED: DB PROJECT NO.: 2000 -018 2x4 3L Lensed Troffer, Electronic Ballast 2x4 3L Parabolic Troffer Electronic Ballast 2x4 2L Surface Wrap Electronic Ballast 2x4 Wall Mount p Electronic Ballast LED Exit Sign, with Battery EM Flood with Battery H E E T A3.2 RECEIVED CRY OF TUKWILA SEP 252000 PERMIT CENTER ° ' ° — 0 -.._ - _- I ® 0 R I ° A p 0 A� ° $ B ;`�- ° o ° r I • . A © F E / 10 IO L I . C - C A A� A A A ° B i B B _ I ° A// _ F A A _ I A A B B ° B .� I ° ° r� .. d ■ sE2. F ® ° I ° A A A A / ° NM ■ I = I I A /1JiiI / I _ - � 1I % A / B B B •U I� sssssss i ° ° I �\� � F A G ° ■ /� A ® / . -- ■ GYP. BD. C EILING i ° G ° ® ■ s.�is IMIK4430 .4Ja ∎nsssa1sss14:43MU.. s ° I A I 0 10 IO 1 11 ° MEMO _ [.- x - G ■I B F - I I U 1e 1 0 I ' A A ' � ■ -■ GYP. BD. CEILIN ® ° ■ : F ® ® �� ■ I x ° 141 10 IO I M � LAI ■ I mi /1 MI 1111111 ". 0 ■�G44 6�4.�P JJ •1 PROPOSED REFLECTED CEILING PLAN A NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. Dao G,\y CC1 SCALE: 1/4' = 1-0' N0. 2 DONALD UN( 1111(411T-E(TS 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkorch.com DATE 9 -25 -2000 SAYBOLT, INC. LAB TENANT IMPROVEMENT 18251 A CASCADE AVENUE SOUTH TUKWILA, WASHINGTON 98188 -4722 LIGHTING FIXTURE LEGEND C 01 o- 3 REVISIONS a E F D!A PERMIT SET DESCF0F9CN REFLECTED CEILING PLAN DRAWN: RBM4 ■' CHECKED: DB PROJECT NO.: 2000 -018 2x4 3L Lensed Troffer, Electronic Ballast 2x4 3L Parabolic Troffer Electronic Ballast 2x4 2L Surface Wrap Electronic Ballast 2x4 Wall Mount p Electronic Ballast LED Exit Sign, with Battery EM Flood with Battery H E E T A3.2 RECEIVED CRY OF TUKWILA SEP 252000 PERMIT CENTER NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. - 0 611 DOOHLD IOIOG A(AITT(Tf 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com u , 6- E cmEaeD DECr STn1E OF wNTIINGfON SAYBOLT, INC. LAB TENANT IMPROVEMENT 18251 A CASCADE AVENUE SOUTH 1 TUKWILA, WASHINGTON 98188 -4722 � U is 4 / f, /� I n I /7 ® /\ / / \ \ \/ \ \ / M@ ,� p S DOORiRELITE REMARKS 1. PROVIDE PANIC HARDWARE. RECEIVED CITY OF T KWI A SEP 2 5 20110 PERMIT CENTER / i t // /' 7 i / 4' -6" i 24' -0" 24' -0" NEW ENTRY 1V-6" 3' -2" 4 24' -0" 24' -0" � i 8 EAST ELEVATION ,---„,146--, l.. / \ A ,�-14- � ,-.14 /� 2 ` DOOR SCHEDULE ROOM NO. SIZE DOOR FRAME FIRE RATING -- GLASS TYPE -- DETAIL HDWR. GROUP REMARKS 4' -2' R_O �' A I Da(7). 3 WIDTH x HEIGHT TYPE MAT'L HM FINISH P MATT. HM FINISH P HEAD 16/A7.1 JAMB 167K7.1 SIM. THRESHOLD 16/A7.1 3' -0" x 7'-0" PR ti- .4 N r ?ii PR PR 15 HR. -O 3 0x 70" HM P HM P NOT USED -- -- -- -- -- -- -- - - 104A 3' -0i' x 7-0" HM P HM P 1 HR. -- FIN. FLOOR 1048 3' -0" x 7-0" HM P HM P 1 HR. - 105 3' -0" x 7'-0" -- HM P HM P 1 HR. -- 3' -0" x 7-0" HM P HM P 1 HR. -- OA © NOT USED ` 10' -6" R.O. 107 fD�" EXISTING -- - - - 109 NOT USED -- -- -- -- -- -- -- -- -- - -. -- 110 3' -0" x 7' -0" HM P HM P -- -- 111 3' -0" x 7-0" HM P HM P -- -- 1 12 EXISTING -- -- -- -- -- -- -- -- -- - -- -- 113 EXISTING , C-2" PERMIT SET EXISTING -- -- -- -- -- -- -- -- -- -- -- -- ' 3 0" HM P HM P -- 1 EXISTING __ __ __ __ __ __ __ __ __ -- __ N r ' / / / // 116 3' -0" x 7' -0" HM P HM P -- -- 117A PR S-0" x 7-0" HM P HM P -- - R E V I S I O N S 7 R 3' -0" x 7' -0" HM P HM P -- -- +o. w.5 o6anrm+ 18) 3' -0 ° " x 7 0 HM P HM P 1 HR. / 2 9 -25 299D 37C 3' -0" x 7-0" HM P HM P 1.5 HR. -- f // � j ' ` i i \/ \ / j > FIN. FLOOR 119B 3' -0" x -0" 7' HM P HM P 1.5 HR. -- 120A 3' -0" x 7' -0' HM P HM P 1208 EXISTING -- -- -- -- -- -- -- - - - -- EAST ELEVATION, DOOR SCHEDULE, WINDOW SCHEDULE i Q WINDOW SCHEDULE SEE DETAIL 14- 15/A7.1 FOR 0 STRUCTURAL' CONCRETE CUT -OUT c I ' ' { , � ^' v ' SYMBOL M FINISH U -VALUE SHADING GLASS TYPE DETAIL REMARKS COEFFICIENT HEAD JAMB SILL �--Av- AL PAINTED -- -- SAFETY -- -- -- .B -NOT US& -- -- -- -- — _- �' -- -- -_ : DRAWN 128M4 4 C J AL ANODIZED 0.34 0.47 LOW E 16/A7.1 16/A7.1 SIM. 16/A7.1 CHECKED: DB PROJECT NO.: 2000 - 018 4• 1 SAFETY 4 ReR ED 0 'rim "G' 16 WINDOW SCHEDULE AND DOOR SCHEDULE 14 WINDOW TYPES SCALE: 1/4° _, ° -o° x CLINCH NAIL HEADS NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. STRUT, 12' -0" O.C. © CROSS TEE, ANCHOR TO STRUCTURE AND MAIN TEE W/ 1"x 1 -1/2"X3/16" CLIP ANGLE AND 3/8 "4 A.B. VERTICAL HANGERS 4' -0" O.C. AND 8" FROM PERIMETER, 1:6 OUT OF PLUMB MAX. / l�v Y D O h A I D 1! I h 4 A R (1! I T S (T S 2107 Elliott Avenue Suite 305 Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443-9891 www.dkarch.com ti EXIST. WALL = OVER WIRE 4" CHEMICAL RESISTANT a GRADE EPDXY fai a ! WOOD JOIST I. 4","---,"Th -� CHAMFER EDGES ) / - , .1 - , - , '�`�Q 19' ° "'I " " " " "'" "Ar, STEEL COLUMN, SEE 14/A7.1 ° I ° -." o Z w N \ \ \ }t ; 12 GA. WIRE O 16d NAILS (2) TO WOOD JOIST )• SAYBOLT, LAB 18251 TUKWILA, • iSIwE x..- wN "•: INC. TENANT IMPROVEMENT A CASCADE AVENUE SOUTH WASHINGTON 98188 -4722 : EXIST. SLAB ANCHOR BOLT ° ° ° G ° �� 12 GA WIRES LOOPED AROUND TRACK AT STUD METAL STUD *-- ''/ 12 GA WIRE TYP. 3 WRAPS AT ALL CONNECTIONS MAIN TEE / C CHANNEL, SEE 14/A7.1 2 X FURRING 5/8" GWB TYP 3 CONTAINMENT CURB 4" SCALE 3 ■ 1' -0' I CHEMICAL RESISTANT GENERAL NOTES: i� .... - - -- u —5/8" GWB, TYP TRIM INSULATING GLASS GWB OVER STEEL COLUMN • CURB HEIGHT DETERMINED BY SPRINKLER DISCHARGE VOLUME AND STORED LIQUI�VOLUME .�� "1 t FT = 3995 GALLONS !!CC 119 251.75 S.F. x 6" = 125.8 CUBIC FT. 125.8 CUBIC FT = 941.0 GALLONS ` SPRINKLER FLOW RATE = 15 GAL PER MIN ) � J /7\ . `�J 113 RECEIVED cm R of ruKwlu SEP 7 5 2900 FERMI? CENTER �� 4' LATERAL BRACING GRADE EPDXY r�� / l FER EDGES ) 1 T OP TR ' - SUPRT S LE 1 1/21' -0' TEE INTERSECTION TEE ®12' -0" O.C. CROTEE / // l ( �J s - ° - _ ° S OUND INSULATION ; BETWEEN 2 - 1/2' FLOOR AND • . SECTION RUNNERS 1 ' S TAB - FLANGE STEEL STUD SECTION 2 1/2' SLOTTED STEEL L STUDS DETWEENPANELS. ALSO ERE ItaltD USNG 2 -1/2 StEL C -T STUDS OPPOSRE SIDF BASE LAYER t/2 " WILOMINIMOCSIMMISME PROPRIETARY TlPE 'X' GYP Bo. OR 1 - ° EXIST. SLAB ( C. ANCHOR BOLT 11 i r t l r r n rr t r n rr i.k.T' {.1.1.1.1 t�1. / . 1.►.{.LL{ 1.{ U fr{ " GYP. VENEER BASE APPUm AT RIG 7 EXISTING EXP. JOINT - • - WEATHER STRIP DOOR FRAME INSULATING GLASS WEATHER STRIP EXISTING CONCRETE FLOOR _ - ° ° - ° - 4 _ ANGLES TO STUDS WITH 1' TYPE 'S DRYWALL SCREWS 24' O.C. FACE LATERAL BRACING AT 12' -0" O.C. EACH WAY 6' -0" FROM PERIMETER AND LAYER 1/2 PRO"wEfARY - "E 'x' 6" FROM HORIZONTAL DUCT OR PIPE THAT IS NOT LATERALLY BRACED. GYP. BD. OR VENEER EASE APPLIED PARALLEL TO STUDS WITH 1 -5/8" r SUSPENSION SYSTEM TO COMPLY WITH UBC STANDARD 25 - 2 AND UBC TYPE 'S' DRYWALL SCREWS 12 0.0. TABLE 25 A. © GWB NOTE: SIMILAR AT GWB CEILINGS 7 CONTAINMENT CURB SCALE: 3' •,• -o• GA FILE N0. WP 7056 H3 TWO -HOUR CEILING SCALE: 1,/2•.rj 5 CEILING GRID SUPPORT SCALE: NTS C10 m ROOM FINISH SCHEDULE ATTACH TO BOTTOM OF ROOF DECK ROOM NO. ROOM NAME FLOOR BASE WAILS CEILING REMARKS SUB FLOOR FINISH NORTH SOUTH EAST WEST MAT'L MAT'L FINISH MAT L FINISH MA i L FINISH MAT'L FINISH MAT'L FINISH STEEL STUD , SOUND INSULATION _► "► L = a GWB BASE LAYER 5/8" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 -5/8" STEEL STUDS 24" O.C. WITH 1" TYPE '5' DRYWALL SCREWS 24" 0.C. FACE LAYER 5/8" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE WITH 1 5/8" TYPE 'S' DRYWALL SCREWS 12" O.C. JOINTS STAGGERED 24" EACH LAYER AND SIDE SOUND TESTED O 1/2" GLASS FISP 100 MAIN LABORATORY CONC. SEALANT R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -- 101 OCTANE CONC. SEALANT R GWB P -1 GWB P -1 GWB P -1 GWB- P -i GW\ -- -- ! 2 \ 102 GAS TANKS CONC. SEALANT R GWB P -i GWB P -1 GWB P -i GWB P -I E GWB 103 JET LAB CONC. SEALANT R GWB P -1 GWB P -i GWB P -1 GWB P -1 A -- 104 STORAGE CONC. EXIST. R GWB P -1 GWB P -1 GWB P -1 GWB P -i ACT -- 105 GAS CHROMOTOGRAPHY CONC. EXIST. R GWB P -1 GWB P -1 GWB P -1 GWB P -i. ACT -- 106 STORAGE CONC. EXIST. R GWB P -1 GWB P -1 GWB P -1 'GWB P -T ACT -- 107 LAB SUPERVISOR CONC: SEALANT R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -- 108 JANITOR CONC. EXIST. R GWB P -1 GWB P -i GWB P -1 GWB P -1 ACT -- 109 LUNCH ROOM � CONC. EXIST. R GWB ' P -1 ' GWB P -1 GWB P -1 GWB P -1 ACT -- 110 WOMEN • 1 \ CONC. EXIST. R GWB EXIST. GWB EXIST. GWB EXIST. 'GWB EXIST. ACT -- 111 MEN.,,__,-„--,,-� CONC. EXIST. R GWB EXIST. GWB EXIST. GWB EXIST. GWB EXIST. ACT 112 r C9 T OFFICE SUPPLIES CONC. EXIST. R GWB P -1 GWB P -1 GWB P -i GWB P -1 ACT _- 113 OFFICE "" CONC. EXIST. R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -- 114 RECEPTION CONC. CPT R GWB p-1 GWB P -1 GWB P -1 GWB P -1 ACT -- PERMIT SET 115 LAB MANAGER CONC. CPT R GWB P -i GWB P -1 GWB P -i GWB P -1 ACT -- 116 FIELD INSPECTORS CONC. SEALANT R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -- FRICTION FRICTION PT IN STUD SPACE 117 TRAINING CONFERENCE CONC. CPT R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -- 118 MECH / ELEC SERVICE CONC. SEALANT R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -- � 1 1 9 RECEMNG CONC. SEALANT R GWB P -1 GWB P -1 GWB P -1 GWB P -1 ,GWB -- /7\ 9 GA FILE NO. WP 1522 TWO -HOUR WALL SCALE: 1 1/2•.1'-0• R E V I S I O N S 120 CORRIDOR CONC. SEALANT R GWB P -i GWB P -1 GWB P -i GWB P -i ACT -- eD. Dire Drs. vnow A 9 - 25 - x 15.3 PL 1/4 x 2 x 0' -4 HSS 4 x 4 x 3/16 x 13' -0' 2 9 3/16 HSS 4 x 4 x 3/16 x 13' -0" 5 - PL 1/4 x 3 x 3 W/ C10 x 15.3 W/ 5/810 ROD 518 ° 4 ROD (DRILL 3/4'0 z 5' AT 7 -0'OC (DRILL 3/4'0 x 5' HOLE INTO E70STG P/C WALL HOLES INTO EXASPG P/C AND SET W/ SIMPSON 'ET') WALL AND SET W/ SIMPSON 1r) 1 LAYER 5/8" TYPE 'X' GWB EACH SIDE SOUND INSULATION SEALAN AT TOP OF WALL AND AT BOTTOM OF WALL. WALL EXTENDS TO UNDERSIDE OF ROOF A 41 i �I DETAILS AND ROOM P I N I S H SCHEDULE m . ii T s 3/16 P r• ' PL 1/4 x 3 x 0' -3' W/ 5/80 ROD (DRILL 3/4 "0 x 5" HOLES INTO EXiSt'G P/C WALL AND SET i F.F. SAW CUT UNE m :I m . f o ' 4 5/8 R00 (DRILL 3/4 "4x5' HOLES z � z N �� � E OF C70. INTO EXIST'G P/C WALL AND SET W /SIMPSON 'ETA W/ SIMPSON 1r) :SEE ELEVATION FOR LOCATION 1 1/2 o` ) oO o o 0 0 0 o 'Co - 1o_r1U,- O ■ od A� g Uo o� % J o O 0 0o oO ( DRAWN: RBM4 \ .I I 4 4 D 4 r n n I III — I III — III III III — III III — I — III — III — III — III III — III — II SAW Cllr LINE PL 1/4 x 4 1/2 x 0' -11 W/ 2- 5/8"91 ROD (DRILL 3/4 "0 x 4 HOLES INTO EXISPG SLAB ON GRADE 'ETA PROJECT 2000 -018 3/76 DRYPACK 6 , b' 2 71' -2 6, 9 8 S H E E T A7. ■ �� — (1 1/2' MAX) /' (NEW OPEND) AND SET W/ SIMPSON u k COL I I I- III - III - III -III I I I -I I III - III -III- 16 WALL SECTION AT DOOR SCALE: 1 1/2• =1 -0 15 - STRUCTURAL DETAIL SCALE: V -1 -0 14 STRUCTURAL DETAIL SCALE: 1/8 •1 -0 13 GA FILE NO. WP 1072 1H1 ONE-HOUR WALL r SCALE: