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HomeMy WebLinkAboutPermit D98-0256 - JELD WEN COATINGS - CONCRETE PADD98 -0256 1061 Industry Dr. Jeld Wen Coatings 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 EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 252304 -9071 Address: 1061 INDUSTRY DR Suite No: Location: Category: AMFG Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: W Contractor License No: Permit No: Status: Issued: Expires: D98 -0256 ISSUED 09/25/1998 03/24/1999 Occupancy: INDUSTRIAL PLANT UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: 2 OCCUPANT JELD WEN COATINGS 1061 INDUSTRY DR, TUKWILA WA 98188 OWNER PACIFIC GULF PROPERTIES Phone: (206)575 -0765 631 STRANDER BLVD, TUKWILA WA 98188 CONTACT HUBERT HARTING Phone: 425 -271 -4242 212 WELLS AV S #F, RENTON WA ***************************************************** * * * * * * * * * * * * * * * * * ** * * * ** * * * * ** Permit Description: POUR CONCRETE REINFORCED PAD OVER EXISTING PAD FOR PAINT STORAGE CONTAINMENT INSIDE THE BUILDING. **************************************** * * * ** ** * * * ** * * * * * * * * ** * * * * * ** ** *:fir * ** * * * * * ** Construction Valuation: $ 3,500.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone:. N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill:. Landscape Irrigation: N Moving Oversized Load: N Start Timer End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private:. N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 164.96 ******************************************* * * * * * * * * * *_ * * * * * * * * * * * * * * * * * * ** * * * ** * ** Permit Center Authorized Signature: i1 I hereby certify that I have read and examined this permit and know the sane to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit d• n.t presume to give authority to violate or cancel the prov ".' f an o her state or local laws regulating construction or the perfor ante` ,• or . •m authorized to sign for and obtain this development Date: Date : :" This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 1061 INDUSTRY DR Permit. No: D98-0256 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 07/23/1998 Parcel #: 252304-9071 Issued: 09/25/1998 A*Ak*******k*k*******A**4**************k**A******k********k*******kk4*k**4* Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the. Tukwila Building Division. 2 Electrical permits shall be obtained through the Washington State Division of Labor and Industries 8nd all electrical work will be inspected by that agency (248-6630). 3. All mechanical work shall be under separate permit -issued by the City of Tukwila. 4. 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 he maintained and avai.1- able until final inspection approval is granted. All construction to be dove in conformance with approved plans and requirements' of the Uniform Building Code ..(1997: Edition) as amended, Uniforni Mechanical Code (1997 Edition. and Washington ,State Energy Code (1997 Edition). 6. Validity. of Permit. The isivance of a permit or approVal'' ot plans, specifications, and computations shall not be Gan- trued to be a permit for, or an approval of, any violation J_ of any of the provisions of the building code or of.any other ordinance of the jurisdiction. No permit presuming to give authority to yiolate, or' cancel the provisions of this code shall be valtd. ,•, CITY OF TU,' -WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: �e.r9,_w e� �Qfi`--IN Value of Construction: 5 S o 3 — Site Address: City State /Zip: Tax Parcel Number: Z s, 3c4 -9o7f lo-6I rtv�v1/4,.s 7RNe � to wILIA, ciakk Property Owner: .(. /� L� , C �vL� p ro \t"e...{kt-e_s Phone: 2 0 3 1 4 - i - - ; 7 4 . . O c4 5 Street /address: City State /Zip: Fax it: Contractor: -k"---k b0._ 1 R 1 A t, Y\Act.c\r. i INe'r 1 Phone: ; Street Address: City State /Zip: Fax #: Architect: Phone: ` 4 Street Address: City State /Zip: -1/4. Fax #: Phone: �2g- -7/ _171....? t f Z Engineer: r] T 1 1 ��` Y Street Address: City State /Zip: a. t 2 melts eve S� .2*— _ (1�e »ion , c.).5 4 Fax #: Contact Person: yu bey.-74 G A' 4✓ 'A rtia— Phone: Street Address: City State /Zip: Fax #: Description of work to be done: y� oc a- � y c vel e Vet ,a rca..� ,/D C3'Ve✓ ex is.--ft 0 r-- - (❑ Existing use: ❑ Retail Restaurant ❑ Multi- family in Warehouse ❑Hospital ❑ Church ® Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? O. yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) i )154a 11114 otn o� /YaX.e v J fire alarm ❑ none ❑ other (specify) Will there be rack storage? ® yes ❑ no Existing fire protection features: El sprinklers Q automatic Building Square Feet: 7, 00 c existing Area of Construction: (sq. ft.) 6j '4 s 1--' Will there be storage of flammable /combustible hazardous material in the building? I I yes P if'O Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safely Data Sheets t APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De .artment ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: CTPERMIT.DOC 1/29/97 Applicat 1taken by: (initials) EASE SIGNS B CK .�J AP,P.:L: ICATION: FO.R 'ALL . OOMMERCI A` UMULTI- FAMIL.Y•TENANTIMPRO�VEMENT /AL TERATION:PERMIT APPLICATIONS •:: MUST .13E.-SUBMIT..TED. WITH .THE FOLLOWINNG. 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 //1 SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ El 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 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO GENT: Signature: Date: 7/2.3/7•s. Print name: ")y1 Q 7) Address 6 / Qn &sjyr CTPCRMIT.DOC 1/29/97 Phone: 574/ .O 9 87 Fax �� � -a9,�' rty /State /Zip LC� .. r! . B•., .. ""p,.! ; .,' �4y "-.. a.•- . .^r 4m . r-n ; r. g ,sec,.•. . • �.r L# k'k*# *'!t 0 51 A3'**:1*'A4 Ay!.* A.,y,: t. t A* A'k A'►' A'AAA'k* *Ado *5', * *' :ITY OF TUKWILA, WA 4 . kAitk* *7;'kAit*'kA111,' *r:*IA**AAkk*4p. c TRANSMIT Number: R9700836 Amount: 101.76 09/25/98 15:13 Payment Method. CHECK Notation: Jim MCDO OUGH Ihittl KJP Pr:rmit No : 09S-0256 Tyne; DEVPERtri DEVELOPMENT PERMIT Parcel No: 252304-9071 Site Address: 1061 INDUSTRY DR Tat:.1 Fees: 164.` ;6 This Pavrmwrt 101.75 Total ALL Pmts: 164,;96, ng I.< ►7 �33 Balance; .00. h 01 4:} 1,eiA**. A* At•! c*• A* AkIkk* is: 1A' *41 1Ihis'k*4:Aal'do*a`ckk **k4' A*ar4,Ik.******frAdA•dr4, Account Code Description Amount 000/322.100 BUILDING '40HRES 97.25. 000/386.904 "STATE .BUILDING SURCHARGE 4.50 4,4 4,./tAl *k* *1:ic%:* * TRANSMIT A* *.,'k*X...'*.* t: * *A'*'A *':1*k* 1• 6211.09/294717 TOTAL H:. 101.75... 1..k.A*A****4"AhA.4.4*:/e*AAA*AA*k*k4.**A*A*A*AAA*A*AAA**/cA4*A**4.4A+A4*.lk CITY Or 1UKNIA. WA TPAOSM/1 kV1"ch**AkkA*;4.4.AA**A**AkA****Ak*A*1A4c:4*AkAA*-N**kkkds*A*.Ak**A.44N**A* TRANSMIT Number: P9700799 Amount: 63 . 2 J. 07/23/93 1.4t47 PRvment Method: CHECK Notrition: M.A. R(4Z Init: IILH Permit No: D913-O26 rwara: DEYPERM DEVELOPMENT PERMIT Parcel No: 252304-907J Site Address: 1061 INDUSTRY DR 160.'46:: This Pavment • 63..21 Total ALL Pats: -63'.21 :. 2 BalinOel 2,, .. i.97:.25. **k*.A******71****11*.A*•*471e*.kAlk,44***A4'ic*******.lki'AA.**A';‘414,* Account Code Destridtion , .:. '' AmoUnt • 000/345..830 PLAN ChECI( - NONRE$ .,.:' : :.63„:21 .',. INN 07124 (717 :TOTAL : INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 63005.outhcenter Blvd, #100, Tukwila, WA 98 PERMIT NO. (206)431 -3670 Project: ` t „.. Type of Inspect' ` Add ess: C�LL 1-v- clv5-scry --').r ■ Date called: -)-oop S eci l instructions: 1 t/ Ile 1\A ` ✓K∎ti'j rovci � �1GlVi �t < k) C t t- T 1: -en .e;\1 Date wanted: —� �'��0 '• �� Requester: � � k �Z Phone. ,� ,, - _ r.; 'i : i FApproved per applicable codes. n Corrections required prior to approval. COMMENTS: .. 9 -S79- 0987 Off- TV Ay,t9 . n $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: 02 r4 iLrn¢ ^"a 1•• ..Ii:. .:.i•• i.�..tF:,(F :a . til:. *c•fvVC.i 1 -•.i Ta. ai. r .•••+.,, i.,: ^': l INSPECTION RECORD j Retain a copy withpermit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 arojeci: Type I spection• lt(dres • u Date called: Special instructions: �` �' l a _.e v-c : �.•, n 4,-;\.9-9 L�, ,, - ,%i v�..o.. -aL' Date wantIc am / 1 p.m. t Requester: /� I .� , Irv, / �( c" C IC. _ Phone No.: (2 ate) S -7LI -- 0 98" 6. Approved per applicable codes. rrections required prior to approval. COMMENTS: coge r-z4s7, Inspec Date:�� f� 1 $42.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •'4 ��4:[ ?+:' r7 1, r ,,:m!�,. *mE"c�is"ilCeav!4•f -:'y `cas --•^se n,"•"'�.i�."'""�'r- �'1i'�ti �r:M: �T—..; ., v,_: .-c.� _,...;.f:.....,,..._..-- .....� �x o.'M•:v 'r. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Qs -02 PERMIT NO. (206) 431 -3670 Prolerrt&`I7 tk.)LG -kk TY/ —e-Irp ectio7n7 : /4*1G Addrrzyo l _ i kibu&..Tpti Deate called: Date wanted off ,q /tx 1-1-, 7V a.m. P.m. Requester: ,g ru �'! Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Insp Date: r--] $42. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .13 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 is PERMIT NO. (206) 431 -3670 Project• JELD WLNGOAT1nlC -is Type of inspection: ' ..0 t (i^sP Z.. Address: 1 N D�S7l2 J De.. Date called: Special instructions: Date wanted: o 3 r J a.m. r p.m.` Reque ter: J1 Ma c Phone No.571-09 RJR Approved per applicable codes. (,(.Corrections required prior to approval. COMMENTS: Inspector: l Date: /05 D $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `^ �`•—•. �... w+ .wi.q;am•:XYV�s.;rrrii��r... ^v. \rte::++...; :.,nom wvT�'f INSPECTION "RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RMIT NO. (206) 431 -3670 PreGb�3 Tx�sp�' s Address/; /� 44 24/57 _ei "G'/ Date cp0d2 Special instructions: Date want : ( O/2 p.m. Requ. Phone No.: S 7Q ' OC proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dat $42. [ 0 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ...- K'y�,t... ,,... ���T7i-• },lea.., ,:(�ts..� x"i':,}.%'.4 v +A x' T.+�.. y.. J %.�:.�.:i'L au. :y^ ".,.�.:; ` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 - Project: �//�� `-e...1-'i / /.1 _ '- ■ (..:M Ty a of inspection: Address: /06 / 2 A dr2: Date •1Iled: /a —7—U Special instructions: / Date wanted: /v 2-1( CII" 0.m Requester: .jTry■-- - d r n - .41 7- CL5-77 —V 9cF6 r: Approved per applicable codes. Corrections required prior to approval. COMMENTS: $42.00 R'•'NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: • - ."-771777 • "7-77-' City of 19A344a John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. if) /3" SeSe h 6- oq-li Project Name let k‘ Address /6 (o 1 7--k tto.)4' r 0 r Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite •# Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Si1nature Date INALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax (206) 5754439 . ; MOISTURE-DENSITY RELATIONSHIP TEST Dry density, pcf I) N tE • . 1 , . ZAV for Sp.G.= 2.65 . • ■ • • \ 11,+ 2.5 5 7.5 10 12.5 15 17.5 ' Water content, % . • Test specification: ASTM D 1557-91 Procedure C, Modified Oversize correction applied to final results El.v/ • Depth Classification Nat. Moist. Sp.G. LL PI % > 3/4 in % No.200 USCS AASHTO • SP A-1-b 9.1 % Est. NT NT 18.9 7 2.0 % • • POCK CORRECTED TEST RESULTS • UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 12S0 pcf Optimum moisture = 8.5 % 122.0 pcf 10.5 % Sample #1 - B-own gravelly sand Project No.: 98-2.58_ IPN5C400 RECEIVE • Projec . Jeld-Wen Coatings Locati-) . J L 2 0 1998 . Remarks: "N .." Tested by A. Juong Reviewed by W. Hansen Report No. 00-A -.1 Client: Inaustril Machinery COMMUNITY Date: Obt,:tind 7---‘z7.3 DEVELOPMEN" MO=URE-DEIT, 7-ELATIONSHIP TEST OTTO ROSENAU & ASSOCIATES , INC . C.. C MOISTURE- DENSITY TEST DATA DATA FILE: 373 Date: Project no.: Project: Location 1: 2: Remarks 1.: 2: 3: Material 1: description 2: Elevation or depth: Fig no: PROJECT D•TA Obtained 7 -6 -98 98 -258 Jeld -Wen Coatings Client: Industrial M Tested by A. Duong Reviewed by W. Hanse Sample #1 = Brown gravelly sand 001 -A chinery SPECIMEN TA USCS classification: SP AASHT• classification :.A -1 -b Natural moisture: 9.1 Specific gravity: Est. Percent retained on 3/4 in sieve: 18.9 Percent passing No. 200 sieve: 2.0 Liquid limit: NT Plastic limit: TEST DATA AND RESUL Plasticity index: NT S FOR CURVE 1 Type of test: Modified, ASTM D 1557 -91 Procedure C 124 122 120 118 I 116 114 2.5 AV SpG 2.65 7 5 12.5 17.5 POINT NO. 1 WM + WS 9943 WM 5670 WW +T #1 620. WD +T #1 584. TARE #1 0.00 MOIST #1 6.1 2 3 4 10148 10257 10304 5670 5670 5670 0 678.30. 582.70 706.40 0 625.30 528.00 629 .60 0.0.0 0.00 0.00 8.5 10.4 12.2 MOISTURE 6.1 8.5 10.4. 12 2 DRY DEN 118.) 121.0. 121:9 '121.1 Max dry den= 128.0 pcf,Opt moisture= 8.5 Uncorrected Results Max dry den= 122.0 -pcf, Opt moisture= 10:5 W ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Materi Moisture of oversize material = 1 % ASTM D 4718 Correction Applied to Results 1 = 2.64 my OTTO ROSENAU & ASS'CIATES, INC. 10 20 30 W H 10 CY 50 i- W 60 U 0_ 70 80 90 100 200 100 (. ( GRAIN SIZE DISTRIBUTION TEST REPORT - < < N •- - 0 C G C 0 o 0 0 N r M — M .— erl Z Z It qt C 10.0 1.0 GRAIN SIZE - mm 0.1 0.01 0.001 % +3" % GRAVEL % SAND % SILT J % CLAY 0.0 33.6 64.4 2.0 LL PI D85 D60 D50.. D36 D15 D10 cu NT NT 25.4 2.07 0.750, 0.297. 0.191 0.164` 12.6 MATERIAL DESCRIPTION USCS AASHTO Sample #1 - Brown gravelly and SP A -1 -b Project No.: 98 -258 Project: Jell -Wen Coatings. V Location: Date: Obtained 7 -6 -98 GRIN SIZE DISTRIE'IJTION TEST REPORT . OTTO ROSENAU & ASSOCIATES INC Remarks: Client; Industrial Mach. Tested by ,A. )uong Reviewed b)'. W.' jcynsen Report No.: 00l -8 GRAIN SIZE DISTRIBUTION TEST DATA. Test No.: 20 Date: Obtained 7 -6 -98 Project No. 98 -258. Project: Jeld -Wen Coatings Location of Sample: Sample Description: Sample #1 - USCS Class: SP AASHTO Class: A -1 -b Remarks: Client: Industrial Tested by A. Duong Report NO. 001 -B Mechanical Analysis Data Initial `. Dry sample and tare= 2301.00 Tare 0.00 Dry sample weight = 23.01.00 Tare for cumulative weight. retained= 0 Sieve Cumul Wt: Percent finer 2 inches 0.00. 100.0 1.5 inches 0.00 100.0 1 inches 347.00. 84.9 0.75 inches 435.00 81.1 0.375 inches 618.00 73.1 # 4 772.00 66.4. # 10 925.00 59.8 # 40 1330.00 42.2: # 100 2146.00 6.7' # 200 225.4.00 2.0. Fractional Components Gravel /Sand based on #4 sieve Sand /Fines based on #200 sieve + 3 in. = 0.0 % GRAVEL = 33.6 % FINES = 2.0 D85= 25.41 D60= 2.065. D50= 0..750 D30= 0.2968 D15= 0.19099 `D10 0.1.6444': Cc = 0.2594 Cu.= 12.5603 ►�. s; r &, ;L OT 1 O ROSENAU & ASSOCIATES INC. ismcomenism Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 • Tel:(206) 725-4600 • Toll Free:(888) O17O.4 -US • Fax:(206) 723-2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory REPORT NUMBER: 001 PROJECT: ADDRESS: OWNER: ARCHITECT: ENGINEER: Jeld Wen 1061 Industry Drive, Tukwila Jeld Wen Coatings SOILS INSPECTION REPORT PERMIT NUMBER: JOB NUMBER: CONTRACTOR: CLIENT: ADDRESS: 98 -258 Industrial Machinery Co., Inc. Industrial Machinery Co., Inc. Preston, Washington INSPECTOR: A. Duong DATE: 7 -6 -98 Test Location 1 SE corner of SE dock NUCLEAR DENSOMETER RESULTS (TESTED IN GENERAL ACCORDANCE TO ASTM D2922) Elevation subgrade Wet % Dry Density Moisture Density (# /cu.ft.) Content (# /cu.ft.) 119.5 17.61 101.6 Lab Density 122.0 Compaction Compaction Required Achieved 95 83.2* *Test was performed in a 4' x 8' concrete cut out. Low compaction due to high moisture content in soil. This could have been contributed by the water used by the saw cutters. CC: x Owner Architect Engineer x Contractor x Building Department REVIEWED BY ar , i►ea >rr Pagelofl This report applies only to the items tested or reported and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. r VAMP Gl tiCt. `ANIS OOI?vo TUKWILA • SEP 1 5 1998 PERMIT CENTER Attachment 1 Paint Manufacturing Process Description JELD -WEN Coatings, Inc. Tukwila, Washington JELD -WEN Coatings, Inc. (JELD -WEN) proposes to install a paint manufacturing process in an existing industrial building in Tukwila, Washington. This facility will produce water -based primer for use as door skin primer at a number of JELD -WEN door manufacturing facilities. This primer will be made by mixing water - based acrylic latex with a number of additives and water. The process will produce primer in 3,700 - gallon batches. The facility plans to produce approximately t2.. batches per month, totaling +-{ 5000 gallons. Each batch will take 5 -6 hours to complete. In order to minimize the environmental impacts of the facility, JELD -WEN will purchase water -based acrylic latex resin which is premixed with compounds listed as Toxic Air Contaminants (TACs) by the Puget Sound Air Pollution Control Agency (PSAPCA). These compounds include ammonia, diacetone alcohol, glycol ether, and styrene. By purchasing resins that are premixed with these compounds, JELD -WEN will be reducing the emission of these compounds which would result from on -site mixing. The water -based acrylic latex will be pumped from tanker trucks to an on -site 6,000- gallon storage tank. Liquid additives such as defoamers, tints, surfactants, and wetting agents will be delivered in recyclable 55- gallon drums. Additionally, powdered additives used as pigments and thickening agents will be delivered in recyclable 1,000 -1b. supersacks. The primer manufacturing process begins by charging water, defoamers, and wetting agents into two 900 - gallon dispersing vessels. These vessels are equipped with hinged lids that are kept closed when the vessels contain material. A 100 -hp Hockmeyer dual -shaft disperser is used to mix these ingredients. Next, 1,000 -1b. supersacks of pigment are added through an opening in the closed vessel lid. During the pigment addition process, the disperser is not operating to minimize any potential particulate emissions. A dust collector with a 6 -inch hose is positioned adjacent to the lid opening to draw any particulate that becomes suspended during the addition of the powder. Once the ingredients are added, the 6 -inch vacuum hose is attached to the opening in the lid to collect any material suspended during the dispersion process. The particulate matter collected by the dust collector is reused in subsequent batches. The final product of the dispersion process is a paste. Once the dispersion paste is completed and passes the appropriate quality tests, it is pumped via installed piping to a 4,000 - gallon mixing tank. The acrylic latex resin is added to the dispersion paste via piping installed between the resin storage tank and the mixing tank. The resin and dispersion paste are slowly agitated in the covered vessel. Final ingredients are added to adjust color and satisfy other quality control requirements as needed. To reduce emissions and prevent a skin from forming on the surface of the primer, the mixing tank lid is kept closed. The temperature of the process is approximately 120 °F, which is well below the boiling points of the organic compounds found in the paint. Once the primer has passed the quality requirements, it is piped to a 7,000 - gallon primer storage tank. For final shipment, the primer is filtered as it is pumped from the primer storage tank to a bladder mounted on a flatbed truck. To prevent spills, most of the liquid transfers at this facility are via permanently installed piping. All pump junctions will have drip pans to catch any leaks. The collected material will be used in subsequent batches of primer. All tanks and pump lines used in the manufacturing process will be immediately rinsed with clean water between batches. The rinse water will be reused in subsequent batches of primer. All empty supersacks will be returned to the pigment manufacturer for reuse. Empty drums will be sent to a reconditioner. All storage tanks are designed with secondary containment. 153ASIL.WPD July 24, 1998 1 SECOR International Incorporated 4.LN30linkad 866t 6 t d3S ti 7/Yd &WC: f 1 S3: 301 202 CZk qICk IC C4 m DATE- 7/9/96 C-4'4 4.;1 DrIgv 07/15/98 WED 09:47 FAX 6927074 \.. SECOR PORTLAND Ux 1 ,WO 1 71VJ e1014 V1 CiA L. JUL- 22 -9c: WED 10:06 9t' HARTING CONSULTING ENC. 1 206 '2 7 1 4242 P.01 6" #4'S © 12'O.C. CONT. CONT. WATER STOP ----.� (2) #4'S CONT. #4'SXLg® 18 "O.C. VERT. k 2" CLR. ROUGHEN (4) #4'S CONT. SURFACE 1/4"41_ �- ® 12"0.C. #4 CONT.---- (#5 X 10" DOWELS ;>32"0.C., DRILL 5/8"X 3" HOLE & DRIVE PIN (TO BOTTOM OF HOLE EXIST. SLAB -- ;' ON -GRADE #4'S ' ' 18"0.C. EACH WAY TYP. 3" CLR FROM BOTT. 4'S X�. 3& © 36 "O.C. + 4'S Xis'© 36 "O.C. STAGGERED = 18"0.C. SECT.- PAINT RETENTION TANK (SCALE; 3/4' = REVISED 7/22/98 RH RECEIVED crrY OF TUKWILA JUL 2 3 1998 PERMIT CENTER H R HARTING, JR./ CONSULTING E'NGINEE'R 212 VEILS AVE. S. SUITE F, RENTGR VA. 271 -4242 DRAWN CHECKED DATE PROJECT RH RH 7/22/98 98-41 TITLE JELD -- WEN COATINGS 1061 INDUSTRY DRIVE REVISION 1 SH T. RS 1 oF1 MA-- Ma. v' 7! R KART/NC, JR. /CONSULTING ENGINEER 212 WELLS AVE. S., SUITE F, RENTON, WA. 98055 PHONE (206) 271 -4242 JOB1 GLt✓ VYM S JOB NO.' 0 TE! BY' t ' SUBJECT' , SHEETI P\I L I RETf^LIT1011 -7\I,1 K. wIN\L - ? LiI -fr'L ? I 1?0 l ?/c/\L l M E 91T% FCF 5399\---D Pati Cd isc -Ito .. LOOP ►� (b1 11oc- u 1%iu - . 7W-7t0 vim' -- ---- -- Ve- 2 30,019m Fir- -4690o PeA - 2,0 - 015/2: ‘ = D,ot�id6 E-TTPT 00 o Vr-kl -10P 1\s i t~ coZ-5(4)(0, &5ESi 6(rr) EFFT T1 uI L5-1,C-r lH lop (_-• fut 0 oteRvNi UC, wt\t..L_ L4)/ IOC T-x.p Fut o = o=A +t 6 (:)10019.\ QtS) (-1,5) 03) d ►ook5 (s6 Z) 0° `,:A. ` .1 r• C'ac)?C) /t�� 2 ..kk4s \s4cc, q5e_T Nix,6229 4;o ( :- 1 ► 6_I RECEIVED CITY OF TUKWILq JUL 2 3 1998 PERMIT CENTER 4 H R HARTING, JR. /CONSULTING ENGINEER 212 WELLS AVE. S., SUITE F, RENTON, WA. 98055 PHONE (206) 271 -4242 F'ocriluciisLt‘e. --k-*%b9A,LI) - zta -©r* 3 ►�'`' p.aILVC:f., Kam° o �6 4L4►61 Mgtef#44 %ck5) ICC) ( .= ;01 I tk 1--(‘ 665)r-- A" •Y-• (," 11)1 ` I-FR STE -FL 2. SLic..• me FAL /S( R f(ARTING, JR. /CONSULTING ENGINEER , t 212 WELLS AVE. S.. SUITE F, RENTON, WA. 98055 PHONE (206) 271 -4242 JOB, 1� R r5l E2 CAR R rr JOB NO,' SUBJECT' SHEET, 1 PARKI1l6 DECK (PRIvaTE PASSE- 161EE. V5f- IICaS) LI-= 17J (( e)) �L ?,D1vc5, P F CCLx. 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F Title: RRAZA CARPORT Descr: CARPORT RETAINING WALL Page .6 of Job #: 98 -37.. ,By:HARTIN Date: 7/07/98 RetainPro 3.1B(c)1994 File:RETAINPR.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing = 1,500 Active Lateral EFP = 35.0 ....Slope Active = 0.0 ..Active Press Limit = N/A Bkfill Slope(0= level)= 4.0 Passive Lateral = 300 Soil Density = 116.0 Soil Ht over Toe = 8.0 ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil = 0.00 Add'l Lateral Load ...height to stop ...height to start Retained Height Wall Ht. above soil Total Wall Height Key Depth Key Width Key Dist. to Toe 0.0 0.00 0.00 psf psf psf psf :1 pcf pcf in ADDED VERTICAL LOADS Axial DL on Stem = 0 plf Axial LL on Stem = 0 plf ..Ecc Left of Stem CL = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 70.0 psf Using Surcharge to resist overturning @ Heel No @ Toe No ADJACENT FOOTING Vertical load = 0 plf psf ...Ecc. (Toe side +) = 0.00 in Footing .Width (perp) = 0.00 ft plf Face Top Stem to Ftg. CL= 0.00 ft ft Ftg. Base Above /Below Soil ft At Wall Face ( + / -] = 0.00 ft Footing Type Line FOOTING DATA Toe Width = 0.83 ft Heel Width = 2.00 ft WALL & 4.00 ft 0.00 ft 4.00 ft • 0.00 in 0.00 in • 0.000 ft Total Width = 2.83 ft Thickness = 10.00 in SUMMARY Pressure @ Toe = 1,049 psf Factors of Safety: Pressure @ Heel = 9 psf Overturning Allowable Press. = 1,500 psf Sliding Eccentricity = 5.57 in Allowable Shear Resultant Within Middle Third 1 -Way Shear @ Toe Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel 2.71. :1 • 1.76 :1 • 44.17 psi 4.1 psi = 12.8 psi SLIDING CHECK Ftg /Soil Friction = 0.400 Tot Lateral Soil @ Toe Not Used = 8.00 in (- )Passive Factor of Safety = 1.76 (- )Friction Add'l Force FOOTING DESIGN - (Using ACI Factors) - ACI 9.1 Pressure = Mu - Upward = Mu - Downward Mu - Design = One -Way Shear: vu = vn =2 (f' c) 1/2* .85= Rebar CL To Edge = Depth to steel " = Ru = Mu /bd"2 = Min. Rebar Ratio = Force *1.5 = Pressure = Req'd = 780.3 # 270.8 # 643.8 # 0.0 # -- Toe - -- -- Heel -- f'c = 675 psi 1,469 12 psf Fy = 40,000 psi 457 0 ft -# Upward soil pres negl'd on heel 98 667 ft -# -- - - - - -- Rebar Choices 359 667 ft -# Toe(bot) Heel(top) #4 @Not Reqd in Not Reqd in 4.11 12.85 psi #5 @Not Reqd in Not Reqd in 44.17 44.17 psi #6 @Not Reqd in Not Reqd in 3.00 2.00 in #7 @Not Reqd in Not Reqd in 6.50 7.50 in #8 @Not Reqd in Not Reqd in 0.0 0.0 #9 @Not Reqd in Not Reqd in 0.0015 #10 @Not Reqd in Not Reqd in TING-CONSULTING ENGINEERS Title: RRAZA CARPORT :•WELLS•AVE. S., STE. F Descr: CARPORT RETAINING WALL 'TON, WA. 98055 Page of of 6) 271 -4242 Job #: 98 -37.. By :HARTIN Date: 7/07/98 RetainPro 3.1B(c)1994 File:RETAINPR.RPF STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 1- Descending Stem Sections, Highest @ Left -1 Stem Construction Data Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 12.00 in Rebar Size = # 4 Rebar Spacing = 18.00 in Rebar Placed at Edge DESIGN DATA fb /Fb + fa /Fa = 0.233 Lateral Load @ Design Ht = 606 # MOMENT Actual = 919 ft-# Allowable = 3,945 ft -# SHEAR Actual = 4.93 psi Allowable = 44.17 psi Embedment Length Req'd = 6.00 Wall Weight = 150.0 psf Rebar Placed at Depth 'd'= 10.25 in MASONRY DATA f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA f'c = 675 • psi Fy = 40,000 psi SUMMARY OF FORCES & MOMENTS 1- Overturning Moments -1- Resisting Moments -1 Origin of Force: # ft ft -# # ft ft -# Heel Active Press. = 560 1.86 1,039 Soil over Heel = 464 2.33 1,081 Toe Active Press. •_ -39 0.50 -20 Soil over Toe • = 64 0.42 27 Sloped Soil @ Heel = 15 2.50 36 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 600 1.33 798. Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 354 1.42 501 Key Weight = 0 0.00 0 Vert. Componant of = 113 2.83 320 Active Press. TOTALS = 520 1,019 1,609 2,762 Totals used for Soil Pressure, Pv Not Included= 1,496 2,443 Pp= 271 # III ��� III °f IIi ��� 111 ��� =III III 1 4 '1 r 1' , f / 1049 psf 9 psf EFP= 560 # 1 0 / 01 4.00 1' _0" CONC. #4 @ 18" Vert @ E #5 @ 18" Horiz / \ *4 HORIZ. AS SHOWN 8" To: Mr. Bob Benedicto Tukwila Building Division Fax: 431 -3665 From: Ali Raza Pages: 6 Date: September 14, 1998 Fax: 206 - 574 -0988 Subject: Plan Check No: D98 -0256 I appreciate your time on the telephone. Following are the items you had asked for; // a) All the existing office area will be used for offices, with the exception of the last room , which will be used as a Quality Control lab. (b) The paint retention tank ( the containment area) will be 41 feet long x 13 feet wide x 3 feet high c) Enclosed is a copy of the site plan with the requested permit areas highlighted. y21. Attached is a copy of Mr. Harting's response( our consulting structural engineer) , detailing the Load bearing capacity of the new pad. \4( The additional work on the office space ( erecting walls to make a new office) was permitted by the city and the work has been completed. The rest rooms were already a part of the old space. \.,/4. a) The existing walls in the warehouse are 5/8 wallboard ( taped) - type X over metal studs , which is considered to be a one hour wall, as per the landlord. There are no openings on these walls between the two sites. CITY of TUKWILA SEP 1 5 1998 FsERMIT CENTER b) We are waiting for details of the exhaust ventilation code and will install the needed equipment to comply with it. Attached is a description of the planned manufacturing process and a copy of the material flow chart. Please let me know if we can send you more information. We would very much like to show you the facility and our plans for it, if you can stop by. /s22 Ali Raza 1061 Industry Drive, Tukwila, WA 98188 Phone: 206 -574 -0986 C�0F7 LA SEP 1 5 1998 PERMIT CENTER City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director January 20, 2000 Hubert Harting 212 Wells Ave S #F Renton, WA 98055 RE: Permit Status D98 -0256 1061 Industry Dr Dear Mr Harting: In reviewing our current permit files, it appears that your permit for a concrete reinforced pad, issued on September 25, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. 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 after the work is commenced for a period of 180 days. Based on the above, if a 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, . aaiP GQ/%J- Bill Rambo Permit Technician Xc: Permit File No. D98 -0256 Duane Griffin, Building Official 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 H R HA 'VG, JR. /CONSULTINC x'11: *WEER 212 WELLS AVE. S., SUITE F, RENTON, WA. 98055 (206) 271 -4242 11 September 1998 City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., Ste. 100 Tukwila, WA. 98188 SUBJECT: Jeld -Wen Coatings, 1061 Industry Dr., Tukwila, D98 -0256 Job No. 98 -41 The following is our response to your Plan Review Comments, dated August 19, 1998: 1. To be addressed by Jeld -Wen coatings 2. Load bearing capacity of exist. slab = 1500 PSF Min. Largest tank = 80,000 #, 10.5 ft. diameter A = 86.59 sq. ft. P/A = 80,000/86.5.9 = 923.9 PSF Slab Load = 924 PSF < 1500 PSF Min. Brg. Pressure. Largest Tank is 2.5' - 3' from end of containment tank. Soil pressure bulb is well away from any bldg. footings. 3. To be addressed by Jeld -Wen coatings 4. To be addressed by Jeld -Wen coatings Regarding attachment of containment structure to existing slab, #5 dowels are shown (REV. 1) at 32" around perimeter. Should you have any further questions regarding this, project, please call. Hubert R. Harting, PE Consulting Engineer ,J'ivrcA OjECOVED Lq SFP1 1998 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director August 26, 1998 Hubert Harting H.R. Harting 212 Wells Avenue S, #F Renton, WA 98052 Dear Mr. Harting: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98-0256 Jeld -Wen Coatings 1061 Industry Dr This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Department. At this time the Fire Department, Planning Department and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, itaz& .- /1/61-o-- Brenda Holt Permit Technician Enclosures File: D98 -0256 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: August 19, 1998 PROJECT NAME: JELD -WEN COATINGS PLAN CHECK NO: D98 -0256 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. 1. Additional information is required to complete the record documents for this permit application. Please submit a new floor plan with the following information: a) Each room labeled for its intended use. b) Dimensions of the proposed paint retention tank. c) "Cloud" or otherwise key the scope of work under this permit. 2. Two pages of structural analysis (relevant to the proposed paint retention tank) was submitted with this application. Basically, this analysis serves to qualify the 6- inch thick by 3 -feet high wall of the retention tank. Provide additional analysis to show that the load bearing capacity of the existing building slab and any footings in the area of the proposed tank, will not be exceeded by the addition of the proposed retention tank and contents. Note: Information submitted with this application shows a four, six and seven thousand gallon storage tank in addition to two 900 gallon mixing vessels. 3. Information on the floor plan shows additional work to be accomplished (wall construction and development of barrier free toilet rooms). Is this work to be done under this permit, or are these references to previous work? Please clarify. Note: If this work is not included under this permit, remove reference thereto. 4. The proposed use of this tenant space would ordinarily change the current classification to a Group `H' Occupancy. The change in occupancy group would in turn require numerous changes for code compliance. In order to avoid this change in Occupancy, specific requirements for this space must be established. The general requirements are as follows: a) A control area must be established for the area in which the liquid products are to be stored and used. A control are is established by separating this area from the rest of the building by a one hour fire resistive August 20, 1998 Jeld -Weld Coatings D98 -0256 Page 2 4. a) (cont.) . .. occupancy separation. Indicate on the plan the walls which are to provide the one hour occupancy separation. If the existing walls provide Less than that which is required for a one hour fire resistive occupancy separation, locate said areas and note the construction upgrade required to make them one hour fire resistive. Openings in the one hour occupancy separation must be protected with one hour fire rated assemblies. b) Provide a exhaust ventilation system in accordance with UFC 8003.1.4 and the Uniform Mechanical Code. August 20, 1998 Jeld -Weld Coatings D98 -0256 Page 2 4. a) (c�nt.) ... occupancy separation. Indicate on the plan the walls which are t provide the one hour occupancy separation. If the existing walls provide less than that which is required for a one hour fire resistive occupancy separation, locate said areas and note the construction upgrade requ red to make them one hour fire resistive. Openings in the one hour occu ancy separation must be protected with one hour fire rated assemblies. b) P ovide a exhaust ventilation system in accordance with UFC 8003.1.4 and t . e Uniform Mechanical Code. TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: August 19, 1998 PROJECT NAME: ' JELD -WEN COATINGS PLAN CHECK NO: D98 -0256 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. 1. Additional information is required to complete the record documents for this permit application. Please submit a new floor plan with the following information: a) Each room labeled for its intended use. b) Dimensions of the proposed paint retention tank. c) "Cloud" or otherwise key the scope of work under this permit. 2. Two pages of structural analysis (relevant to the proposed paint retention tank) was submitted with this application. Basically, this analysis serves to qualify the 6- inch thick by 3 -feet high wall of the retention tank. Provide additional analysis to show that the load bearing capacity of the existing building slab and any footings in the area of the proposed tank, will not be exceeded by the addition of the proposed retention tank and contents. Note: Information submitted with this application shows a four, six and seven thousand gallon storage tank in addition to two 900 gallon mixing vessels. 3. Information on the floor plan shows additional work to be accomplished (wall construction and development of barrier free toilet rooms). Is this work to be done under this permit, or are these references to previous work? Please clarify. Note: If this work is not included under this permit, remove reference thereto. 4. The proposed use of this tenant space would ordinarily change the current classification to a Group `H' Occupancy. The change in occupancy group would in turn require numerous changes for code compliance. In order to avoid this change in Occupancy, specific requirements for this space must be established. The general requirements are as follows: a) A control area must be established for the area in which the liquid products are to be stored and used. A control are is established by separating this area from the rest of the building by a one hour fire resistive PLAN �EVIEW /I�O� G L P ACTIVITY NUMBER: D98 -0256 DATE: 7 -23 -98 PROJECT NAME: JELD —WEN COATINGS Xx Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued B,ui din ivision Wor s S iS a Fire Pi revention Structural Plann'iYVDivision n Permit C ordinator ,41 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete DUE DATE: 7 -28 -98 Not Applicable n Comments: TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -25 -98 Approved n Approved with Conditions n Not Approved (attach comments) Lidet ii,bvici(moso REVIEWERSINITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions% Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 1. City of Tukwila Fire Department Fire Department Review Control #D98-0256 (511) John W. Rants, Mayor Thomas P. Keefe, Fin' Chief August 24, 1998 Re: Jeld -Wen Coatings - 1061 Industry Drive Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 3. Spill control is required for vessels used in production and storage rack area per Uniform Fire Code Article 80. 4. Exhaust ventilation shall be provided per Uniform Fire Code Section 8003.1.4. 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Yours truly, John W. Rants, Mayor The .Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206)575.4439 CITY OF'" - 1KWILA Permit Centr 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 STATE OF WASHINGTON ) COUNTY OF KING ss. rj l IAA c. ct,ti 0`r6=e61— , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. H -4 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the ' Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. _6—! , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have and engage an unregistered contractor to perform construction wo oll it i--q,1 ,,4 .01,.. ii'Cti:., iii CO ,y •. • dp' AP. i 0 i . ........ P.',.•" ,... NOTARY PUBLIC in and for the State of Washington, &alfi L C igned and sworn to before rrye his 2-4, day of ccep tate I tZir6a_ w in any decision to ,19 9 residing at 141(4- I`�i-I� County. Name as commissioned: / 1 My commission expires: C'aY'C_ CO cd-T S AFFCONT.DOC 5/29/96 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineralsdeposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. C 1111111111111111111'1111111111111111111111111r KOLL BUSINESS CENTER - TUKWILA, WASHINGTON 40 SO 120 20 tO 100 ANDOVER PHASE V PROPERTY NAME: ANDOVER - PHASE V -MULTI That portion of the Southeast quarter of the Southeast quarter of Section 26, and the Southwest quarter of the Southwest quarter of Section 25, all in Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the quarter corner common to said Section 25 and 26; thence South 02 °22'20" West 1319.75 feet to the centerline of P -17 drainage channel, which channel continues South 88 °12'32" East to terminus at the Westerly margin of Christensen Road; thence 88 °12'32" East to terminus at the Westerly margin of Christensen Road; thence 88 °12'32" West along the said P -17 drainage channel centerline 92.45 feet; thence South 01 °47'28" West 21.00 feet to the true point of beginning; thence continuing South 01 °47'28" West 453.35 feet to a point of curve; thence along a curve to the right having a radius of 397.24 feet and a central angle of 25 °10'37" and arc distance of 174.56 feet; thence South 26 °58'05" West 50.00 feet; thence South 88 °12'32" East 769.01 feet; thence North 01 °47 East 667.59 feet; thence North 88 °12'32" West 710.00 feet to the true point of beginning. SUBJECT TO AND INCLUDING an easement for utilities over the North 15.00 feet thereof. SUBJECT TO AND INCLUDING an easement for railroad purposes over the Westerly 27.00 feet thereof. Containing 478,261.8 square feet more or less. LEGAL DESCRIPTION 7A, It 15tim sr 5 fT. 4T. • • ..";:-...,%.'14011116 1 i • i a?1 744' . 0 4 i I l :. r. • . 11311 .1,, .-./ . . F,12 ,:i 5 ) i 10:::::: c ' , 1 ' --1:■...?... 4 . . i - ... 1 :pa 1 4•••.•04%•:•:•:. • •.., _ ,.111411 io.....,„,..... 4.. . ,. • ..:,.., .r _ • " * • jrzub • s 6.00 ITOTK F .!•••., • ‘Pli !:,;• • VICINITY MAP .,4 DQ r- e, r p I NM dl' /- EX ISTINA NK Otol I NCI1J.57RY Itirat.- rim- STRUCTURAL --ITIFILL- NbN-TRULfl)V 410 • • • IM NEW ADA CONIPL t.1T RE ST ROOMS WI H ONE TOILET AND e/4k' EACH. —_trgIFILL NON-5TRLACTURAL- 12:::=2:= NEW WALLS • 11E.NID U./ALL4 ncisrowa Lam. EXIST. DOCK HEIGHT SLAB -ON -GRADE EXIST. STEEL CHANNEL COLUMN — #4'S X LT 18"O.C. VERT. MECHANICALLY E i 1 1 /2" CLR. CONSOLIDATE CONC. TO PUDDLE TIGHT AGAINST SOIL 7 / S #4 0 18'0.C. -GRADE Y PLAN - RETENTION TANK (SCALE: 1/4 = 1' -0") SIM. EXIST. OVERHEAD DOOR EXIST. OVERHEAD DOOR PLAN - DOCK LEVELER WELL (SCALE: 1/4" = 1' -O ") DRILL AND EPDXY GROUT #4X ] DOWEL 0 1f3" 0.C. 8" EMBEDMENT. 4 MIN. 3X3X1/4 CONT. EMBED ANGLE WI 1/2" 21 X 4" STUDS 0 24"0.C. #4'S 0 18'O.C. EACH WAY SAW CUT EXIST. SLAB FOR DOCK LEVELER WELL LINE OF PAINT STORAGE TANKS ROUGHEN SURFACE 1 4 0 -3" CLR. #4'S 0 18"O.C. EA. WAY B SECT.- LEVELER WELL WALL & SLAB <SCALE 3/4' = 1' -O') DRILL AND EPDXY GROUT #4X — DOWEL 0 18"O.C. EXIST. CONC. TILT - UP PANEL D SECT.- WELL SLAB @ (SCALE. 3/4' = 1' -O') -3" CLR. #4'S 0 18"O.C. EA. WAY REVISION DRAWN RH DATE BY H R HARTING, JR./ CONSULTING' 'ENGINEER 212 WELLS AVE. S. SUITE F, RENTDN, VA. 271 -4242 CHECKED RH DATE 7/15/98 COMMENTS TITLE JELD - WEN COATINGS 1061 INDUSTRY DRIVE TUKWILA, WA. SHT. S 1 OF 1 PROJECT 98 -41 LINE OF PANEL BEYOND - \ 1 #4'S 0 12"O.C. CONT. HORIZ. b t, #4 CONT. LINE OF EXIST CONDUIT 2" CLR. 6" DOCK LEVELER WELL SLAB (2) #4'S CONT. 44'S XLa0 18"O.C. VERT. CONT STOP „��'� ROUGHEN SURFACE 1/4 " +/- (4) #4'S CONT. 0 12"O.C. EXIST. SLAB - ON -GRADE #4'S 0 18 EACH WAY TYP. 3" CLR FROM BOTT. 4'S Xc3aO 36"O.C. + 4'S Xc i0 36"O.C. STAGGERED = 'i8'0.C. A SECT.- PAINT RETENTION TANK (SCALE. 3/4' = 1' -0') STRUCTURAL NOTES t.. 1/2 OF cs�err PAC YARD ..,..., . X/2 8 7ibT,01LS OF W1►rER PU 8A.Z O CSf� Tl. l2- OLI' f!C:.� 2000 PSI TO' 675 PSI (SO' spitiAt, INBpaCPION RNOINO) . DIINIlS>ut' s 1/2 SACHS OF 'cavort PEE, YARD 0P Kamm, s - avittaik. OF Wan. PIER , EACE , Olf C S rr, 7/a• 141NUS AOCIRSCATZ CONCRETE. SLAB IS''T0131 _ WST CURED OR SPRAYE W ITS A APPROVED CURING AGENT. 'Mr CIRINO To HS FOR A MILE. OF 7 DAYS., .RIMIIFORCENB • ASTM A-615, ,GRADE 40 PROVIDE COQ?'? PROTECTIVE COVER AS IIETSN SH; DETAILS PROVIDE NININON 30 BAR DIAMETERS AT ALL SPLICES REINFORCING, DE TAILS SEAL!. COSFOSM TO ACT MANUAL OF STANDARD OF PRACTICE MISESLLAMOODB`STEEL MISCELLANEOUS STEEL AST14 A-36;. es = 16,000 PSI ALL WELDS SNAIL BB 3/16" CONTINUOUS FILLET WILDS UNLESS NOTE OTHERWISE. WILDING SHALL. BE PERFORMED BY W. A.E.0. CERTIFIED WELDERS USING TENSE HEAVY COATED ELECTRODES. CLEAN WELDS AND METAL, SHOP PAINT METAL NOT IMBEDDED IN CONDOM WITS ONE COAT OF APPROVED ZINC CHROMATE PRINE1. 1 understand that the Plan Check ccprov_s c� sub.:, to errors and omissions and cpproval of piano does not a . = violation of any adopted coda or ...., .:.pt of .ntractor's copy of Dy Permit No. 1 G�� ►L jl FILE COPY CITY OF TLIMItA APPROVED SEP 2 2 1998 AS NO ;LJ / / . xh NG :IS (:h SEPARATE PERMIT Rc9UIRED FOR: E � , ' �MECHANICAS. EIE ❑ PLUMBING ❑ GAS PIPING c,TY OF TUKWILA GUIDING DIVISION JUL 2 31398 PERM1tOFrypER